foundation - jea
TRANSCRIPT
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
"
ROOF CURB W/ FIBERGLASS
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
°
ROOF CURB W/ FIBERGLASS
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
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
®
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
JEA - BARTRAM RE-PUMP FACILITY
POTABLE WATER STORAGE EXPANSION
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
®
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
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
JEA - BARTRAM RE-PUMP FACILITY
POTABLE WATER STORAGE EXPANSION
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
®
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
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
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
®
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 1/19/18 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
JEA - BARTRAM RE-PUMP FACILITY
POTABLE WATER STORAGE EXPANSION
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.
BE VERIFIED ON ANY ELECTRONIC
SEALED AND THE SIGNATURE MUST
ARE NOT CONSIDERED SIGNED AND
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
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
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.
BE VERIFIED ON ANY ELECTRONIC
SEALED AND THE SIGNATURE MUST
ARE NOT CONSIDERED SIGNED AND
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"
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
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
ISSUED FOR BID
COPIES.
BE VERIFIED ON ANY ELECTRONIC
SEALED AND THE SIGNATURE MUST
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
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
en PlotS
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