OC_FS_50_Fuel_System_Replacement_-_100%_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- Y22-7043
- Issued by
- Orange County, Orlando City, Florida
About this file
These are 100% design drawings prepared by Stillwater Technologies for the Orange County Fire Station #50 Petroleum Storage and Distribution System Plan located at 14125 28th Street in Orlando, Florida. The project involves replacing the existing petroleum storage infrastructure, including demolishing two existing underground storage tanks (one 2,500-gallon diesel tank and one 1,000-gallon gas tank) and installing new aboveground storage systems consisting of a 500-gallon diesel tank and a 285-gallon gasoline tank. The drawings detail the complete replacement of the fuel storage system, including site preparation, tank installation, electrical infrastructure, conduit routing, grounding details, and comprehensive system specifications.
The project documents indicate a comprehensive approach to fuel system replacement, with detailed technical specifications addressing electrical requirements, tank grounding, conduit plans, and wind load calculations. The design incorporates modern safety features such as tank monitoring systems, E-stop buttons, card reader pedestals, and new electrical infrastructure. The project is part of a broader county initiative to upgrade fuel storage systems at multiple fire stations, with an estimated project cost of $494,000. The design complies with Florida Building Code 2020, NFPA standards, and includes provisions for future expansion with spare conduits. The drawings are dated February 10, 2022, and prepared under the professional engineering license of a Florida-registered engineer.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
R E
V
SHEET NAME:
SHEET:
SCALE: NO SCALE
APPROVED:
PROJECT #:
DRAWN:
DATE:
FAB
C O
M M
E N
T S
B Y
D A
T E
C O
V E
R S
H E
E T
P R
E P
A R
E D
F R
ORANGE COUNTY FIRE STATION #50
PETROLEUM STORAGE AND
DISTRIBUTION SYSTEM PLANS
1415 29th Street
Orlando, Florida 32805
GENERAL WORK SCOPE STATEMENT:
FAB
547-024
F A
B
PARCEL ID #03-23-29-0180-64-180 FDEP Facility ID: 8520438
T E
C H
N O
L O
G
IE
S st ill w at er
M a r
,2
:2 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e C o F ir e
S ta tio n th
S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
VICINITY SKETCH
N
LOCATION SKETCH
SITE
N
SITE
Know what's below.
Call before you dig.
callsunshine.com
G01
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
N or th
O ra ng e
A ve nu e
Su ite
A O rl an do , F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of A ut h.
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
COVER SHEET
OVERALL SITE & WORK AREA; DEMOLITION PLAN
1G01
PE02
PE01
INDEX OF DRAWINGS
PETROLEUM
PETROLEUM SYSTEM INSTALLATION & DIMENSION PLAN
4PE03 PETROLEUM SYSTEM AND SITE DETAILS
5PE04 PETROLEUM SYSTEM 500 GALLON TANK INFORMATION
6PE05 PETROLEUM SYSTEM 285 GALLON TANK INFORMATION
7 PETROLEUM SYSTEM ELECTRICAL INFORMATIONE01
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
AutoCAD SHX Text THE PROPOSED WORK WILL CONSIST OF THE ABANDONMENT OF TWO (2) EXISTING UNDERGROUND STORAGE TANKS IN PLACE (BY OTHERS UNDER SEPARATE CONTRACT), AND INSTALLATION OF A DIESEL AND GASOLINE FLEET FUELING SYSTEM AT THE FACILITY. ONE (1) 500-GALLON ABOVEGROUND UL-2085 DIESEL TANK WILL BE INSTALLED, AND ONE (1) 285-GALLON ABOVEGROUND GASOLINE TANK WILL BE INSTALLED. TWO (2) SUCTION PUMPS WILL BE INSTALLED ON THE TANK. HOSE RETRACTORS WILL BE INSTALLED. A NEW FUEL MANAGEMENT SYSTEM AND TANK MONITOR SYSTEM WILL BE INSTALLED. A NEW EMERGENCY STOP SWITCH WILL BE INSTALLED. A NEW LIGHT POLE AND FIXTURE WILL BE INSTALLED. EXISTING DISPENSERS WILL BE REMOVED.
AutoCAD SHX Text R
AutoCAD SHX Text CODE REFERENCES: THE SYSTEM SHALL BE DESIGNED IN FULL COMPLIANCE WITH THE LATEST EDITION OF THE APPLICABLE SECTIONS OF THE FOLLOWING CODES, STANDARDS, AND GUIDELINES. WHERE CONFLICT EXISTS, CONTRACTOR SHALL FOLLOW THE MOST STRINGENT REQUIREMENTS. IN CASE OF A CONFLICT BETWEEN THE UNIFORM FIRE CODE AND THE NATIONAL FIRE PREVENTION ASSOCIATION STANDARDS, THE MOST STRINGENT CONDITION SHALL APPLY: FLORIDA BUILDING CODE 2020 EDITION AS APPLICABLE NFPA 1-FIRE CODE 2018 EDITION CHAPTER 66.22 AS APPLICABLE NFPA 30-FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2018 EDITION NFPA 30A- CODE FOR MOTOR FUEL DISPENSING FACILITIES CODE 2018 EDITION NFPA 70-NATIONAL ELECTRIC CODE 2017 EDITION FACTORY MUTUAL (FM) UNDERWRITERS LABORATORY (UL) OTHER STATE OR COUNTY CODES AS APPLICABLE. COMPLY WITH ALL APPLICABLE SECTIONS OF NEC 514 INCLUDING SWITCH NEUTRAL BREAKERS, SEALOFFS AND AREA HAZARD CLASSIFICATIONS.
5/8" Iron Rod & Cap: LB 3763
1519626.84 527662.58
5/8" Iron Rod & Cap: SSMC LB 2108
1519627.40 527662.69
5/8" Iron Rod & Cap: SSMC LB 2108
1519492.16 527663.12
5/8" Iron Rod & Cap: ILLEGIBLE 1519494.56 527863.02
MW
CO
MW
MW
MW
MW
MW
MW
MW
MH MH
MW
CO
MW
MW
MW
MW
MW
MW
MW
MH
MH
O O O
107'
107'
107'
107'
7'
OVERALL SITE AND WORK AREA PLAN1
R E
V
AS NOTED
FAB
FAB
SCALE:
APPROVED:
DATE:
PROJECT #:
DRAWN:
C O
M M
E N
T S
B Y
D A
T E
P R
E P
A R
E D
F R
G E
N E
R A
L S
IT
E
A N
D W
O R
K A
R E
A P
L A
N
SHEET NAME:
SHEET:
M a r
,2
:2 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e
C o
F ir e S ta tio n th
S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
T E
C H
N O
L O
G
IE
S st ill w at er
PE01
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
N or th
O ra ng e
A ve nu e
Su ite
A O rl an do , F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of A ut h.
FUEL SYSTEM WORK AREA
547-024
F A
B
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
DEMOLITION PLAN2
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
AutoCAD SHX Text
EXISTING E-STOP BUTTON TO BE REMOVED AND REPLACED WITH NEW
AutoCAD SHX Text DISPENSER CABINETS TO BE REMOVED BY COUNTY (TYP. OF 2) (REMOVAL NOT IN THIS SCOPE
AutoCAD SHX Text
REMOVE BOLLARD (TYP. OF 4)
AutoCAD SHX Text
REMOVE RAISED ISLAND, CONCRETE PAD, AND TWO (2) DISPENSER SUMPS
AutoCAD SHX Text
EXISTING LIGHT POLE AND FOUNDATION TO BE REMOVED
AutoCAD SHX Text
CUT EXISTING VENT RISERS OFF ONE FOOT BELOW GRADE AND CAP.
AutoCAD SHX Text EXISTING 2,500-GAL. DIESEL UST TO BE ABANDONED IN PLACE BY COUNTY ENVIRONMENTAL/RISK. COUNTY TO TO REMOVE LIDS AT GRADE AND FILL WITH CONCRETE (BY OTHERS/NOT IN THIS SCOPE).
AutoCAD SHX Text
EXISTING CURB TO REMAIN
AutoCAD SHX Text
LIMITS OF EXTERIOR BUILDING WALL PER SURVEY
AutoCAD SHX Text APPROXIMATE LIMITS OF DEMOLITION FOR NEW 500-GALLON TANK AND ASSOCIATED EQUIPMENT. REMOVE CONCRETE SIDEWALK AND LANDSCAPED AREA TO DEPTH NECESSARY FOR NEW PAD AND SUBGRADE; (SEE NOTE #1)
AutoCAD SHX Text EXISTING MONITORING WELL TO BE ABANDONED (BY OTHERS/NOT IN THIS SCOPE) (TYP OF 4)
AutoCAD SHX Text
EXISTING FIRE HOSE FILL STUB-UP TO REMAIN AND BE PROTECTED DURING CONSTRUCTION
AutoCAD SHX Text
APPROXIMATE LOCATION OF NEW ELECTRICAL TRENCH
AutoCAD SHX Text NOTES: : 1) EXISTING IRRIGATION SYSTEM WITHIN THE DEMOLITION LIMITS SHALL BE IDENTIFIED IN THE FIELD PRIOR TO CONSTRUCTION AND REMOVED AND REPLACED OUTSIDE OF THE NEW CONSTRUCTION LIMITS 2) CONTRACTOR SHALL SAVE ALL CONDUITS ENCOUNTERED IN ANTICIPATION OF REUSE
AutoCAD SHX Text EXISTING 1,000-GAL. GAS UST TO BE ABANDONED IN PLACE BY COUNTY ENVIRONMENTAL/RISK. COUNTY TO TO REMOVE LIDS AT GRADE AND FILL WITH CONCRETE (BY OTHERS/NOT IN THIS SCOPE).
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text 5'
AutoCAD SHX Text magnetic
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text 0'
AutoCAD SHX Text 60'
AutoCAD SHX Text 30'
AutoCAD SHX Text 30'
AutoCAD SHX Text magnetic
SCOPE OF WORK (PETROLEUM CONTRACTOR): 1. DISCONNECT ALL ELECTRICAL AND SAVE ALL CONDUITS FOR REUSE. DISCONNECT ALL ELECTRICAL AND SAVE ALL CONDUITS FOR REUSE. 2. REMOVE PAVING. CONCRETE SIDEWALK, AND OTHER MATERIALS AS NECESSARY REMOVE PAVING. CONCRETE SIDEWALK, AND OTHER MATERIALS AS NECESSARY TO FACILITATE THE PROJECT. 3. REMOVE EXISTING TWO DISPENSERS SUMPS; DISPENSER REMOVAL BY OTHERS. REMOVE EXISTING TWO DISPENSERS SUMPS; DISPENSER REMOVAL BY OTHERS. 4A. REMOVE TWO LIGHT FIXTURES, EXISTING FOUNDATION AND EXISTING POLE REMOVE TWO LIGHT FIXTURES, EXISTING FOUNDATION AND EXISTING POLE 4. EXCAVATE WITH CARE SO AS TO SAVE ALL CONDUITS FOR REUSE. EXCAVATE WITH CARE SO AS TO SAVE ALL CONDUITS FOR REUSE. 5. EXISTING TWO (2) UNDERGROUND STORAGE (2,500 AND 1,000) WILL BE EXISTING TWO (2) UNDERGROUND STORAGE (2,500 AND 1,000) WILL BE ABANDONED IN PLACE BY OTHERS PRIOR TO CONSTRUCTION. 6. PREPARE THE WORK AREA. PREPARE THE WORK AREA. 7. FORM AND POUR CONCRETE TANK/SERVICE SLAB PER PLANS. FORM AND POUR CONCRETE TANK/SERVICE SLAB PER PLANS. 8. FURNISH AND INSTALL TWO UL2085 FUEL STORAGE TANKS (ONE 500 GALLON, FURNISH AND INSTALL TWO UL2085 FUEL STORAGE TANKS (ONE 500 GALLON, ONE 285 GALLON) ONTO THE SLAB. 9. FURNISH AND INSTALL TWO NEW LIGHT FIXTURES, A NEW POLE AND NEW FURNISH AND INSTALL TWO NEW LIGHT FIXTURES, A NEW POLE AND NEW FOUNDATION. 10. EXCAVATE AN ELECTRICAL TRENCH FROM THE NEW TANK SLAB TO THE BUILDING EXCAVATE AN ELECTRICAL TRENCH FROM THE NEW TANK SLAB TO THE BUILDING AS NECESSARY. 11. REUSE AND EXTEND EXISTING CONDUITS AS NECESSARY. REUSE AND EXTEND EXISTING CONDUITS AS NECESSARY. 12. REPLACE CONDUCTORS AS NECESSARY. REPLACE CONDUCTORS AS NECESSARY. 13. PROVIDE AND INSTALL ALL REQUIRED TANK FITTINGS FOR COMPLETE OPERATION. PROVIDE AND INSTALL ALL REQUIRED TANK FITTINGS FOR COMPLETE OPERATION. 14. PROVIDE AND INSTALL TWO TANK-MOUNTED SUCTION PUMPS. PROVIDE AND INSTALL TWO TANK-MOUNTED SUCTION PUMPS. 15. PROVIDE AND INSTALL TWO HOSE RETRACTORS. PROVIDE AND INSTALL TWO HOSE RETRACTORS. 16. REPLACE/INSTALL CONCRETE DRIVE SLAB AT EXISTING TANK MANHOLES PER REPLACE/INSTALL CONCRETE DRIVE SLAB AT EXISTING TANK MANHOLES PER PLANS. 17. FURNISH AND INSTALL TANK MONITOR AND FUEL MANAGEMENT SYSTEMS PER FURNISH AND INSTALL TANK MONITOR AND FUEL MANAGEMENT SYSTEMS PER PLANS. 18. COMPLETE AND ACTIVATE THE NEW EQUIPMENT. COMPLETE AND ACTIVATE THE NEW EQUIPMENT. 19. PROVIDE AND INSTALL ANY OTHER FITTINGS AND EQUIPMENT AS APPROPRIATE PROVIDE AND INSTALL ANY OTHER FITTINGS AND EQUIPMENT AS APPROPRIATE FOR A FULL AND COMPLETE OPERATIONAL SYSTEM. 20. CLEAN THE SITE OF DEBRIS CAUSED BY CONTRACTOR.CLEAN THE SITE OF DEBRIS CAUSED BY CONTRACTOR.
6.7
8'
7.4
8'
7.2
3'
7.2
0'
6.8
5'
6.7
4'
6.7
7'
7.1
7.1
7.3
' 107.53'
107.45'
107.28'
7.1
9'
107.42'
107.23'
7.1
6'
7.0
6'
7.0
5'
MW
CO
MW
MW
MW
MW
MW
MW
MW
MH
MH
6.7
6.6
6.6
6.7
8' 10 6.7
6'
106.79'
106.69'
6.
6.8
7'
6.9
8'
6.8
5'
6.8
2'
6.8
0'
6.8
3'
7.0
4'
107.22'
7.4
8'
7.2
4'
6.9
9'
6.7
9'
6.8
0'
6.7
7'
6.9 5'
7.4
5'
7.2
7'
7.0
9'
6.7 6'
6.7
9'
6.7
8'
6.7 3'
7.1
1'
7.2
' 10 7.2
7.2
7.1
7.2
7.2
7.2
7.2
7.4
107.3'
7.5
7.4
7.0
7.2
7.2
7.3
7.3
7.3
7.3
7.2
7.0
4' 10 6.8
8'
6.8
4'
6.9
5'
7.0
0'
6.8
2'
6.8 2'
6.9
2'
6.8
5'
6.8
5'
6.7
6'
6.8
1'
6.9
7'
6.9
0'
6.8 8'
6.8
0'
6.7
0'
6.7
5'
6.7
1'
6.7
2'
7.2
7.3
7.3
7.1
6.9
6.8
7.0
6.9
106.9'
7.2
O O
PROJECT BENCHMARK # 203
Set X-Mark on concrete N: 1519453.72 E: 527726.66 Elevation: 107.47'
MW
CO
MW
MW
MW
MW
MW
MW
MW
MH
MH
6.7
7.2
' 10 7.2
7.2
7.1
7.2
7.2
7.2
7.2
7.4
107.3'
7.5
7.4
7.0
7.2
7.2
7.3
7.3
7.3
7.3
7.2
7.2
7.3
7.3
7.1
6.9
6.8
7.0
6.9
106.9'
7.2
O O
107'
107'
107'
107'
7'
R E
V
AS NOTED
FAB
FAB
SCALE:
APPROVED:
DATE:
PROJECT #:
DRAWN:
C O
M M
E N
T S
B Y
D A
T E
P R
E P
A R
E D
F R
PE
T
R O
L E
U M
I N
ST
A
L L
A T
IO
N
A N
D D
IM
E
N
SI
O N
P L
A N
SHEET NAME:
SHEET:
M a r
,2
:2 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e
C o
F ir e S ta tio n th
S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
T E
C H
N O
L O
G
IE
S st ill w at er
PE02
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
DIMENSION PLAN2
N or th O ra ng e A ve nu e Su ite
A
O rl an do
, F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of
A ut h.
547-024
F A
B
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
INSTALLATION PLAN1
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
AutoCAD SHX Text
TANK MOUNTED STEP TO FACILITATE FILLING (TYP. EA. TANK) (CONTRACTOR PROVIDED)
AutoCAD SHX Text
LIMITS OF 500 GALLON UL 2085 DIESEL TANK FOR VEHICULAR FUELING
AutoCAD SHX Text
LIMITS OF RAISED 8" THICK TANK SLAB
AutoCAD SHX Text
TANK TOP MOUNTED SUCTION PUMP (TYP. EA. TANK)
AutoCAD SHX Text
TANK TOP MOUNTED FILL CONTAINER (TYP. EA. TANK)
AutoCAD SHX Text TWO NEW LIGHT FIXTURES, NEW POLE, AND NEW FOUNDATION; FIXTURES SHALL HAVE REAR SHIELDS
AutoCAD SHX Text EJ WARD CARD READER AND OMNTEC TANK MONITOR SYSTEM ASSEMBLY; OVERFILL ALARM TO BE MOUNTED ON THE EXTERIOR OF THE OMNTEC ENCLOSURE
AutoCAD SHX Text
6" PIPE BOLLARD (TYP.OF 5 AT 4' ON CENTER)
AutoCAD SHX Text EXISTING E-STOP BUTTON TO BE REMOVED AND REPLACED WITH NEW E-STOP 20' FROM FUEL PUMP ON TANK
AutoCAD SHX Text
HIGH-HOSE RETRIEVER (TYP. OF 2)
AutoCAD SHX Text
LIMITS OF 285 GALLON UL 2085 GASOLINE TANK FOR VEHICULAR FUELING
AutoCAD SHX Text
NEW 4" THICK CONCRETE REPLACEMENT AT TRENCH CROSSING
AutoCAD SHX Text
RESTORE MULCH SURFACE WHERE ELECTRICAL TRENCH OCCURS
AutoCAD SHX Text
EXISTING FIRE WATER FILL CONNECTION TO BE PROTECTED
AutoCAD SHX Text NOTES: : 1) CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND MATERIALS FOR A COMPLETE OPERATIONAL SITE 2) EJ WARD CARD READER SHALL BE MODEL #FCT-IOT-SH REV1; THIS IS THE COUNTY REQUIRED STANDARD AND CANNOT BE SUBSTITUTED 3) OMNTEC TANK MONITOR CONSOLE SHALL BE MODEL #OEL8000IIIK4; THIS IS THE COUNTY STANDARD AND CANNOT BE SUBSTITUTED
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
TO BLDG.
AutoCAD SHX Text
TO P.L.
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text 5'
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text magnetic
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text 5' magnetic
R E
V
AS NOTED
FAB
FAB
SCALE:
APPROVED:
DATE:
PROJECT #:
DRAWN:
C O
M M
E N
T S
B Y
D A
T E
P R
E P
A R
E D
F R
PE
T
R O
L E
U M
S Y
ST
E
M A
N D
SI
T
E D
E T
A
IL
S
SHEET NAME:
SHEET:
M a r
,2
:5 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e
C o
F ir e S ta tio n th
S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
T E
C H
N O
L O
G
IE
S st ill w at er
PE03
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
1 TYPICAL TANK SLAB CONCRETE SECTION SHOWING CURB LINE
PUMP DISPENSING WITH HIGH-HOSE RETRIEVER4
N or th O ra ng e A ve nu e Su ite
A
O rl an do
, F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of
A ut h.
6 BOLLARD DETAIL (TYPICAL)
547-024
F A
B
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
GALLONS
PIPE ANCHOR DETAIL (TYPICAL)5
2 CONCRETE DRIVING SURFACES REPLACEMENT DETAIL (IF NECESSARY)
3 TANK GROUNDING DETAIL
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
7 LIGHT POLE DETAIL
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NOTE: TANK SLAB TO BE LEVEL
AutoCAD SHX Text
#5 REBARS AT 12" O.C. EACH WAY
AutoCAD SHX Text
3/4" CHAMFER ALL OPEN SIDES (TYPICAL)
AutoCAD SHX Text REMOVE DELETERIOUS MATERIAL NECESSARY TO INSTALL TANK SLAB. COMPACT TO 98% OF MODIFIED PROCTER.
AutoCAD SHX Text
EXISTING SUBGRADE TO REMAIN
AutoCAD SHX Text
NON PAVED SURROUNDING AREA
AutoCAD SHX Text
NEW 8" THICK 4,000 PSI REINFORCED CONCRETE SLAB
AutoCAD SHX Text
DRIVING SURFACE AS OCCURS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NOTE: BOLLARDS TO BE FURNISHED AND INSTALLED BY CONTRACTOR.
AutoCAD SHX Text
18" CONCRETEFOOTING
AutoCAD SHX Text
SURFACE AS OCCURS
AutoCAD SHX Text
6" ROUND SCH40 STEEL FILLED WITH CONCRETE; PAINT YELLOW PER OWNER
AutoCAD SHX Text
CURBING AS OCCURS
AutoCAD SHX Text
TANK SLAB
AutoCAD SHX Text
AUTOMATIC NOZZLE WITH SPLASH GUARD
AutoCAD SHX Text
HIGH-HOSE RETRIEVER WITH HOSE BUN SUPPORT.
AutoCAD SHX Text
12' LONG HOSE
AutoCAD SHX Text
BREAKAWAY
AutoCAD SHX Text
SWIVEL
AutoCAD SHX Text
TANK OUTER WALL
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CANISTER FILTER
AutoCAD SHX Text
SUCTION PUMP
AutoCAD SHX Text
MECHANICAL METER
AutoCAD SHX Text
ABOVEGROUND STORAGE TANK
AutoCAD SHX Text
BREAKAWAY
AutoCAD SHX Text
EXISTING OR NEW CONCRETE
AutoCAD SHX Text
UNISTRUT PIPE SUPPORT AND ANCHORS (TYP.)
AutoCAD SHX Text
NOTE: MOUNT UNISTRUT ANCHORING SYSTEM AS NECESSARY TO ALLOW FOR STABILITY
AutoCAD SHX Text
STEEL PRODUCT PIPE OR CONDUIT (TYP.)
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 3/4" DIAMETER X 10'-0" LONG COPPER CLAD UL LISTED GROUND ROD OR OTHER ELECTRODE AS SPECIFIED IN NATIONAL ELECTRIC CODE (N.E.C. 250-83). WITH GROUND CLAMP
AutoCAD SHX Text NOTES: 1. SIZE OF CONDUCTORS SHALL COMPLY WITH N.E.C. TABLE 250-95. SIZE OF CONDUCTORS SHALL COMPLY WITH N.E.C. TABLE 250-95. 2. CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL GROUND RODS WITH CONDUCTORS SHOWN, SEPARATED AT LEAST 10'-0" UNTIL RESISTANCE IS REDUCED TO 25 OHMS OR LESS (N.E.C. 250). CONTRACTOR MUST DEMONSTRATE TO OWNER OR INSPECTOR THAT RESISTANCE IS 25 OHMS OR LESS.
AutoCAD SHX Text
OPTIONAL GROUND ROD BOX
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
BARE COPPER TO GROUND ROD
AutoCAD SHX Text NOTE: WHEN RUNNING ABOVE GROUND, USE CONDUIT TO PROTECT GROUND WIRE WHEREVER POSSIBLE
AutoCAD SHX Text
MECHANICALLY CONNECT TO GROUND LUG (TYP.)
AutoCAD SHX Text
EXISTING BUILDING WALL
AutoCAD SHX Text
DOME CONCRETE AT TOP
AutoCAD SHX Text
ANCHOR PER MANUFACTURER'S BOLT PATTERN AND SIZES
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
3/4" RIGID CONDUIT ROUTEDUNDERGROUND PER APPLICABLE ELECTRIC CODE
AutoCAD SHX Text
LED LIGHT FIXTURE (TYPICAL OF TWO)
AutoCAD SHX Text
BRONZE FACTORY FURNISHED FINISH
AutoCAD SHX Text
#6 STRANDED COPPER GROUND WIRE ATTACHED TO LUG AND CALMP
AutoCAD SHX Text
HANDHOLE WITH COVER
AutoCAD SHX Text
ANCHOR BOLT PROTECTIVE BASE PLATES
AutoCAD SHX Text
3 1/2" PROJECTION (TYP.)
AutoCAD SHX Text
LEVELING NUTS (TYP.)
AutoCAD SHX Text
(4) 3/4"x30" LONG ANCHOR BOLTS FURNISHED BY POLE SUPPLIER
AutoCAD SHX Text
#2 REBAR TIES 12" O.C.
AutoCAD SHX Text
(6) #5 REBAR VERTICAL
AutoCAD SHX Text
SUITABLE BACKFILL COMPACTED TO 98% MAX. DENSITY PER MODIFIED PROCTOR
AutoCAD SHX Text
LIMITS OF CONCRETE FOOTER
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
NO SCALE
NOTE: GROUNDING DEPICTED SHALL AT BOTH ENDS OF TANK
V
AS NOTED
FAB
FAB
SCALE:
APPROVED:
DATE:
PROJECT #:
DRAWN:
C O
M M
E N
T S
B Y
D A
T E
P R
E P
A R
E D
F R
A
B O
V E
G R
O U
N D
T A
N K
E L
E V
A T
IO
N
A N
D W
IN
D
L O
A D
C A
L C
S
SHEET NAME:
SHEET:
M a r
,2
:3 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e
C o
F ir e S ta tio n th S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
T E
C H
N O
L O
G
IE
S st ill w at er
1 500 GALLON ABOVEGROUND STORAGE ASSEMBLY SCHEMATIC/DETAIL 2 TANK WIND LOAD AND ANCHORING
PE04
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
N or th
O ra ng e
A ve nu e
Su ite
A O rl an do , F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of A ut h.
GALLONS
NOTE:
REFER TO SEPARATE SPECIFICATIONS FOR
ADDITIONAL INFORMATION REGARDING THIS PROJECT.
547-024
F A
B
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
AutoCAD SHX Text 1" = 1'
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text WIND LOAD: 1. FLORIDA BUILDING CODE 2017 AND ASCE 7-10 FLORIDA BUILDING CODE 2017 AND ASCE 7-10 2. ROOF LIVE LOAD - N.A. ROOF LIVE LOAD - N.A. 3. WIND - 150 MPH. WIND - 150 MPH. 4. RISK CATEGORY - II RISK CATEGORY - II 5. INTERNAL PRESSURE COEFFICIENT - N.A. INTERNAL PRESSURE COEFFICIENT - N.A. 6. COMPONENTS AND CLADDING - ASSUME 81 PSF. COMPONENTS AND CLADDING - ASSUME 81 PSF. 7. SOIL CAPACITY 2000 PSF ASSUMED. SOIL CAPACITY 2000 PSF ASSUMED. 8. TANK WEIGHS APPROXIMATELY 2,606 LBS. TANK WEIGHS APPROXIMATELY 2,606 LBS. 9. TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE.TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE.
AutoCAD SHX Text NOTE: TANK AND APPURTENANCES WEIGHS APPROXIMATELY 2,606 LBS. BASED ON WIND LOAD FOR ORANGE COUNTY AT 150 MPH PER ASCE 7-10 TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF 1.1
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
NEW 8" THICK CONCRETE SLAB
AutoCAD SHX Text PROVIDE 5/8" WEDGE TYPEANCHORS (RED HEAD TRUBOLT OR EQUAL) EMBEDDED 5.125" INTO CONCRETE (TOTAL 4 AT TANK LEGS) (SEE NOTE FOR WIND LOAD)
AutoCAD SHX Text
TANK SADDLE (TYPICAL OF 2)
AutoCAD SHX Text
500 GALLON UL-2085 DOUBLE-WALL ABOVEGROUND STORAGE TANK
AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL USE COMPONENTS THAT SHALL COMPLY WITH ALL CONTRACTOR SHALL USE COMPONENTS THAT SHALL COMPLY WITH ALL (INCLUDING THROUGHPUT VOLUMES) REQUIREMENTS OF (NESHAP) EPA REGULATION 40 CFR PART 63 AS APPLICABLE TO THIS PROJECT. 2. SOME COMPONENTS ARE ROTATED FOR CLARITY. SOME COMPONENTS ARE ROTATED FOR CLARITY. 3. REFER TO TANK MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR REFER TO TANK MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR ADDITIONAL AST INFORMATION. 4. TANK OPENINGS SHALL BE SIZED AS PER DRAWING. TANK OPENINGS SHALL BE SIZED AS PER DRAWING. 5. EMERGENCY VENTS SHALL BE SIZED AS PER TANK MANUFACTURER;S EMERGENCY VENTS SHALL BE SIZED AS PER TANK MANUFACTURER;S STANDARDS.
AutoCAD SHX Text
TANK C/L
AutoCAD SHX Text
4" PRIMARY EMERGENCY VENT
AutoCAD SHX Text
2" INTERSTICE KRUEGER SENSOR OPENING
AutoCAD SHX Text
EXISTING SUBGRADE
AutoCAD SHX Text
2" PRIMARY VENT OPENING
AutoCAD SHX Text
2" SUCTION STUB OPENING WITH DISPENSER
AutoCAD SHX Text
2" CLOCK GAUGE / ELEC. TANK MOITORING OPENING
AutoCAD SHX Text
COMPACTED AREA (CONTRACTOR SHALL COMPACT TO 98% OF PROCTER)
AutoCAD SHX Text NEW CONCRETE TANK SLAB (USE 8" THICK 4,000 PSI CONCRETE AND ONE MAT #5 REBAR AT 12" O/C BOTH WAYS MIDWAY IN SLAB)
AutoCAD SHX Text
LIFT LUG (AT 90°)
AutoCAD SHX Text
4" FILL OPENING WITH OVERFILL VALVE
AutoCAD SHX Text
2" LEVEL PROBE OPENING
AutoCAD SHX Text
4" SECONDARY EMERGENCY VENT
AutoCAD SHX Text
4" FABRICATION/INSPECTION OPENING
AutoCAD SHX Text
6' (OD) DIAMETER 500 GALLON DOUBLE-WALL UL-2085 FUEL STORAGE TANK
AutoCAD SHX Text
ADJACENT GRASS AS OCCURS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2" MANUAL GAUGING OPENING
AutoCAD SHX Text
ADJACENT GRASS AS OCCURS
AutoCAD SHX Text
2" INTERSTICE TMS SENSOR OPENING
AutoCAD SHX Text
AND INCLUDES FILL SPILL CONTAINER
AutoCAD SHX Text
TANK STEP TO FACILITATE FILLING; BY CONTRACTOR OR TANK MANUFACTURER
SUPPLY WITH ALUMINUM GAUGE GUARD MODEL #ALG
V
AS NOTED
FAB
FAB
SCALE:
APPROVED:
DATE:
PROJECT #:
DRAWN:
C O
M M
E N
T S
B Y
D A
T E
P R
E P
A R
E D
F R
A
B O
V E
G R
O U
N D
T A
N K
E L
E V
A T
IO
N
A N
D W
IN
D
L O
A D
C A
L C
S
SHEET NAME:
SHEET:
M a r
,2
:3 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e
C o
F ir e S ta tio n th S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
T E
C H
N O
L O
G
IE
S st ill w at er
1 285 GALLON ABOVEGROUND STORAGE ASSEMBLY SCHEMATIC/DETAIL 2 TANK WIND LOAD AND ANCHORING
PE05
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
N or th
O ra ng e
A ve nu e
Su ite
A O rl an do , F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of A ut h.
NOTE:
REFER TO SEPARATE SPECIFICATIONS FOR
ADDITIONAL INFORMATION REGARDING THIS PROJECT.
547-024
F A
B
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
GALLONS
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
AutoCAD SHX Text 1" = 1'
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL USE COMPONENTS THAT SHALL COMPLY WITH ALL CONTRACTOR SHALL USE COMPONENTS THAT SHALL COMPLY WITH ALL (INCLUDING THROUGHPUT VOLUMES) REQUIREMENTS OF (NESHAP) EPA REGULATION 40 CFR PART 63 AS APPLICABLE TO THIS PROJECT. 2. SOME COMPONENTS ARE ROTATED FOR CLARITY. SOME COMPONENTS ARE ROTATED FOR CLARITY. 3. REFER TO TANK MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR REFER TO TANK MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR ADDITIONAL AST INFORMATION. 4. TANK OPENINGS SHALL BE SIZED AS PER DRAWING. TANK OPENINGS SHALL BE SIZED AS PER DRAWING. 5. EMERGENCY VENTS SHALL BE SIZED AS PER TANK MANUFACTURER;S EMERGENCY VENTS SHALL BE SIZED AS PER TANK MANUFACTURER;S STANDARDS.
AutoCAD SHX Text
4" FILL OPENING WITH OVERFILL VALVE
AutoCAD SHX Text
AND INCLUDES FILL SPILL CONTAINER
AutoCAD SHX Text WIND LOAD: 1. FLORIDA BUILDING CODE 2017 AND ASCE 7-10 FLORIDA BUILDING CODE 2017 AND ASCE 7-10 2. ROOF LIVE LOAD - N.A. ROOF LIVE LOAD - N.A. 3. WIND - 150 MPH. WIND - 150 MPH. 4. RISK CATEGORY - II RISK CATEGORY - II 5. INTERNAL PRESSURE COEFFICIENT - N.A. INTERNAL PRESSURE COEFFICIENT - N.A. 6. COMPONENTS AND CLADDING - ASSUME 81 PSF. COMPONENTS AND CLADDING - ASSUME 81 PSF. 7. SOIL CAPACITY 2000 PSF ASSUMED. SOIL CAPACITY 2000 PSF ASSUMED. 8. TANK WEIGHS APPROXIMATELY 2,513 LBS. TANK WEIGHS APPROXIMATELY 2,513 LBS. 9. TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE.TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE.
AutoCAD SHX Text NOTE: TANK AND APPURTENANCES WEIGHS APPROXIMATELY 2,513 LBS. BASED ON WIND LOAD FOR ORANGE COUNTY AT 150 MPH PER ASCE 7-10 TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF 1.1
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
NEW 8" THICK CONCRETE SLAB
AutoCAD SHX Text PROVIDE 5/8" WEDGE TYPEANCHORS (RED HEAD TRUBOLT OR EQUAL) EMBEDDED 5.125" INTO CONCRETE (TOTAL 4 AT TANK LEGS) (SEE NOTE FOR WIND LOAD)
AutoCAD SHX Text
TANK SADDLE (TYPICAL OF 2)
AutoCAD SHX Text
285 GALLON UL-2085 DOUBLE-WALL ABOVEGROUND STORAGE TANK
AutoCAD SHX Text
TANK C/L
AutoCAD SHX Text
4" PRIMARY EMERGENCY VENT
AutoCAD SHX Text
2" TANK INTERSTICE SENSOR OPENING
AutoCAD SHX Text
EXISTING SUBGRADE
AutoCAD SHX Text
2" PRIMARY VENT OPENING
AutoCAD SHX Text
2" SUCTION STUB WITH DISPENSER
AutoCAD SHX Text
2" CLOCK GAUGE OPENING
AutoCAD SHX Text
COMPACTED AREA (CONTRACTOR SHALL COMPACT TO 98% OF PROCTER)
AutoCAD SHX Text NEW 14' X 6.5' CONCRETE TANK SLAB (USE 8" THICK 4,000 PSI CONCRETE AND ONE MAT #5 REBAR AT 12" O/C BOTH WAYS MIDWAY IN SLAB)
AutoCAD SHX Text
LIFT LUG (AT 90°)
AutoCAD SHX Text
2" SPARE OPENING TO INTERSTICE
AutoCAD SHX Text
4" SECONDARY EMERGENCY VENT
AutoCAD SHX Text
4" INSPECTION OPENING
AutoCAD SHX Text
50.25" (OD) DIAMETER 285 GALLON DOUBLE-WALL UL-2085 FUEL STORAGE TANK
AutoCAD SHX Text
ADJACENT SURFACE
AutoCAD SHX Text
2" SPARE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TANK STEP TO FACILITATE FILLING; BY CONTRACTOR OR TANK MANUFACTURER
SUPPLY WITH ALUMINUM GAUGE GUARD MODEL #ALG
6.8
5'
6.7
4'
6.7
7'
CO
MH
MH
O
R E
V
AS NOTED
FAB
FAB
SCALE:
APPROVED:
DATE:
PROJECT #:
DRAWN:
C O
M M
E N
T S
B Y
D A
T E
P R
E P
A R
E D
F R
PE
T
R O
L E
U M
S Y
ST
E
M E
L E
C T
R
IC
A L
I N
FO
R
M A
T
IO
N
SHEET NAME:
SHEET:
M a r
,2
:0 p m
J:
\5
A
T K
IN
S
N o rt h A m e ri ca
In c\
O ra n g e
C o
F ir e S ta tio n th
S tr e e t\
C o n st
P la n s\
B a se
-P e rc e n t.
d w g
C o p yr ig h t
S til lw a te r
T e ch n o lo g ie s, I n c.
r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d
R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d
T E
C H
N O
L O
G
IE
S st ill w at er
E01
D at e
FREDER
IC
K A
B
LE
CHA
PROFES
S
IO
N
A L
E N
G
IN
EER
L
IC
E N
S E
F L
O R
ID
A
N o
. 5
S T
A T
E O
F
3 SEAL FITTING DETAIL
N or th O ra ng e A ve nu e Su ite
A
O rl an do
, F lo ri da
(4
6-
(4
6-f ax
FL
. C er t.
of
A ut h.
PETROLEUM SYSTEM CONDUIT PLAN1
547-024
F A
B
O
RA
N G
E
CO
U N
TY
F
IR
E
ST
A
TI
O
N th
S tre et O rla nd o, F lo rid a 3
S.
K el le r D ri ve
O rl an do
, F L
(4
6-
6 PROPOSED PANEL PP SCHEDULE
5 GROUNDING DETAIL (TYPICAL)
2 ELECTRICAL POWER CONDUIT SCHEDULE
ELECTRICAL POWER CONDUIT SCHEDULE
SIZE# WIRE FROM TO NOTES
OMNTEC CONSOLE
PWR 05
PWR 04
SHUNT TRIP MAIN BREAKER
DIESEL SUCTION PUMP & PULSAR
PWR 02
3/4" 2 #12, 1 #12GND, THWN-2 CU
PWR 03
NEW E-STOP LOCATION SHUNT TRIP MAIN BREAKER
EJ WARD CARD READER PEDESTAL
EXISTING E-STOP LOCATION
3/4"
3/4"
PETROLEUM SUB PANEL (PP)
3/4"
3/4"
2 #12, 1 #12GND, THWN-2 CU
2 #12, 1 #12GND, THWN-2 CU
2 #12, 1 #12GND, THWN-2 CU
ROUTE THROUGH CR PEDESTAL FOR CONTROL
CARD READER POWER
TANK MONITOR SYSTEM POWER
COM 03 AS PER TMS MANUFACTURER LEVEL AND INTERSTICE PROBESTANK MONITOR SYSTEM CONSOLE3/4"
PWR 01
COM 02 AS PER FMS & PULSAR MANUFACTURER PULSAR SEPARATE CONDUIT TO AVOID INTERFERENCECARD READER PEDESTAL3/4"
COM 01 FIBER OPTIC - AS PER FMS MANUF. OWNER SERVER CONNECTION POINT IN BUILDING COORDINATE CONNECTION WITH OWNERCARD READER PEDESTAL1"
SEPARATE CONDUIT TO AVOID INTERFERENCE
PETROLEUM PANEL (PP)EXISTING/AS DESIGNED BY OTHERS PANEL IN ELECTRICAL ROOM AS DESIGNED AND INSTALLED BY OTHERSPWR 0A
4 ELECTRICAL RACK (TYPICAL)
PETROLEUM SUB PANEL (PP)
PETROLEUM SUB PANEL (PP)
3/4"
GASOLINE SUCTION PUMP & PULSAR3/4" 2 #12, 1 #12GND, THWN-2 CU PETROLEUM SUB PANEL (PP) ROUTE THROUGH CR PEDESTAL FOR CONTROL
PWR 0B EXISTING E-STOPEXISTING/AS DESIGNED BY OTHERS PANEL IN ELECTRICAL ROOM
COM 05 AS PER TMS MANUFACTURER GAS TANK LEVEL AND INTERSTICE PROBESTANK MONITOR SYSTEM CONSOLE3/4"
COM 04 AS PER FMS & PULSAR MANUFACTURER GAS PUMP PULSAR SEPARATE CONDUIT TO AVOID INTERFERENCECARD READER PEDESTAL3/4"
SEPARATE CONDUIT TO AVOID INTERFERENCE
B
ID
C
O N
S T
R U
C T
P L
A N
S
02/10/22
/1
/2
SPR 01 & 02 (2) SPARE FOR FUTURE BUILDING WALLTANK PAD1" STUB-UP AT EACH END AND SEAL
AutoCAD SHX Text
EJ WARD FUEL MANAGEMENT SYSTEM AND OMNTEC TANK MONITOR SYSTEM ASSEMBLY
AutoCAD SHX Text NOTE: ALL CONDUITS TO CARD READER PEDESTAL TO BE ROUGHED IN WITH ENOUGH SPACING TO ALLOW FOR SEAL OFF INSTALLATION AT EACH END
AutoCAD SHX Text
INSTALL NEW EMERGENCY STOP ON ELECTRICAL RACK
AutoCAD SHX Text BUILDING SYSTEMS ROOM IN CLOSET IN LT.'S OFFICE; APPROXIMATE L9OCATION IS DEPICTED (CONTRACTOR SHALL CONFIRM DISTANCE
AutoCAD SHX Text
EXISTING ELECTRICAL PANEL 'E' WITH EXISTING FUEL CIRCUIT #16
AutoCAD SHX Text
INSTALL FOUR (4) RIGID TO PVC 3/4" CONDUITS UNDERGROUND FOR POWER
AutoCAD SHX Text INSTALL 1" CONDUIT TO SYSTEMS ROOM FOR FIBER COMMUNICATIONS (COORDINATE WITH BUILDING ELECTRICAL CONTRACTOR)
AutoCAD SHX Text
NEW ELECTRICAL RACK AND PETROLEUM SUBPANEL 'PP'
AutoCAD SHX Text EXISTING CONDUIT AND POWER CONDUCTORS TO EXISTING FUEL SYSTEM TO BE PETROLEUM PANEL (PP) TO BE INSTALLED BY OTHERS
AutoCAD SHX Text
COM 01
AutoCAD SHX Text
PWR 02
AutoCAD SHX Text
PWR 01
AutoCAD SHX Text
PWR 03
AutoCAD SHX Text
PWR 0A
AutoCAD SHX Text
PWR 0B
AutoCAD SHX Text
EXISTING EMERGENCY STOP TO BE REMOVED
AutoCAD SHX Text
PWR 05
AutoCAD SHX Text
PWR 04
AutoCAD SHX Text
PWR 01
AutoCAD SHX Text
PWR 02
AutoCAD SHX Text
COM 04
AutoCAD SHX Text
COM 05
AutoCAD SHX Text
COM 02
AutoCAD SHX Text
COM 03
AutoCAD SHX Text
INSTALL TWO (2) NEW LIGHT FIXTURES ON NEW POLE
AutoCAD SHX Text
COM 01
AutoCAD SHX Text
SPR 02
AutoCAD SHX Text
SPR 01
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text magnetic
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
RIGID CONDUIT
AutoCAD SHX Text
SEALING COMPOUND. USE APPROVED COMPOUND.
AutoCAD SHX Text NOTES: 1. PROVIDE EXPLOSION PROOF SEALS IN ACCORDANCE WITH ARTICLE 501, CLASS I DIVISION 1 OF THE CURRENT NATIONAL ELECTRICAL CODE 2. ALL FITTINGS ABOVE SEAL OFF MUST BE EXPLOSION PROOF IN ACCORDANCE ALL FITTINGS ABOVE SEAL OFF MUST BE EXPLOSION PROOF IN ACCORDANCE WITH N.E.C. ARTICLE 501, CLASS 1, DIVISION 1 501-5 (a)(1),(a)(2),(a)(3)
AutoCAD SHX Text PUSH CONDUCTORS AWAY FROM THE FILLING OPENING & FORCE THEM APART SO THEY DO NOT LIE IN CONTACT WITH EACH OTHER. ALONG THEIR LENGTH, PUSH SHREDS OF PACKING AWAY FROM THE CONDUCTOR TO PREVENT GAS LEAKAGE PATHS
AutoCAD SHX Text
CONDUIT SEAL FITTING
AutoCAD SHX Text
PACKED FIBER DAM
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 3/4" DIAMETER X 10'-0" LONG COPPER CLAD UL LISTED GROUND ROD OR OTHER ELECTRODE AS SPECIFIED IN NATIONAL ELECTRIC CODE (N.E.C. 250). WITH GROUND CLAMP
AutoCAD SHX Text NOTES: 1. SIZE OF CONDUCTORS SHALL COMPLY WITH N.E.C. TABLE IN SECTION 250. SIZE OF CONDUCTORS SHALL COMPLY WITH N.E.C. TABLE IN SECTION 250. 2. CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL GROUND CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL GROUND RODS WITH CONDUCTORS SHOWN, SEPARATED AT LEAST 10'-0" UNTIL RESISTANCE IS REDUCED TO 25 OHMS OR LESS (N.E.C. 250). CONTRACTOR MUST DEMONSTRATE TO OWNER OR INSPECTOR THAT RESISTANCE IS 25 OHMS OR LESS. 3. INSTALL ADDITIONAL GROUNDING POINTS AS/IF REQUIRED BY N.E.C. OR OTHER APPLICABLE CODE(S).INSTALL ADDITIONAL GROUNDING POINTS AS/IF REQUIRED BY N.E.C. OR OTHER APPLICABLE CODE(S).
AutoCAD SHX Text
OPTIONAL GROUND ROD BOX
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
BARE #6 COPPER TO GROUND ROD
AutoCAD SHX Text NOTE: WHEN RUNNING ABOVE GROUND, USE CONDUIT TO PROTECT GROUND WIRE WHEREVER POSSIBLE
AutoCAD SHX Text
MECHANICALLY CONNECT TO GROUND LUG (TYP)
AutoCAD SHX Text
LOAD
AutoCAD SHX Text
IDENTIFICATION (LOAD NAME)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UMAIN BREAKER AMPS 30 (120V SHUNT TRIP)
AutoCAD SHX Text
PANELBOARD SCHEDULE:
AutoCAD SHX Text
SINGLE PHASE THREE WIRE
AutoCAD SHX Text
FED FROM:
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
EJ WARD CARD READER PEDESTAL
AutoCAD SHX Text
EX. PANEL E-16
AutoCAD SHX Text
REAR OUTSIDE WALL OF BUILDING
AutoCAD SHX Text
PP
AutoCAD SHX Text
1. PROVIDE NEMA 3R LOCKABLE ENCLOSURE 2. PROVIDE SWITCH NEUTRAL (SWN) WHERE INDICATED 3. PROVIDE 120 VAC SHUNT TRIP FOR E-STOP 4. TINNED COPPER BUS ONLY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMPS
AutoCAD SHX Text
BREAKER
AutoCAD SHX Text
AMPS
AutoCAD SHX Text 2P/20
AutoCAD SHX Text
CKT.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
LOAD
AutoCAD SHX Text
IDENTIFICATION (LOAD NAME)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMPS
AutoCAD SHX Text
BREAKER
AutoCAD SHX Text
AMPS
AutoCAD SHX Text
CKT.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SWITCH NEUTRAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
OMNTEC TANK MONITOR CONSOLE
AutoCAD SHX Text
AutoCAD SHX Text 1P/20
AutoCAD SHX Text
SWITCH NEUTRAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1P/20
AutoCAD SHX Text
DIESEL SUCTION PUMP & PULSAR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text 1P/20
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
EMERGENCY STOP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VOLTAGE LINE TO NEUTRAL %%U120
AutoCAD SHX Text
TOTAL AMPS "B" PHASE:
AutoCAD SHX Text
TOTAL AMPS "A" PHASE:
AutoCAD SHX Text
MAXIMUM CONNECTION PHASE AMPS:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
30AMP PANEL PP
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PETROLEUM SUBPANEL
AutoCAD SHX Text
RIGID GALVANIZED STEEL WITH R.G.S. ELBOWS TO PVC
AutoCAD SHX Text
ELECTRICAL RACK; GALVANIZED POSTS AND UNISTRUT SUPPORTS AS NEEDED
AutoCAD SHX Text
E STOP
AutoCAD SHX Text
INSTALL EMERGENCY STOP ON RACK
AutoCAD SHX Text
AutoCAD SHX Text 1P/20
AutoCAD SHX Text
GASOLINE SUCTION PUMP & PULSAR
AutoCAD SHX Text NOTE: CONTRACTOR SHALL PROVIDE THE FOLLOWING LIST OF CONTRACTOR SHALL PROVIDE THE FOLLOWING LIST OF COMPONENTS TO CONNECT THE EJ WARD AT THE BUILDING AND AT THE FUEL SYSTEM: 1. 6 STRAND SINGLE MODE FIBER: #9F81.D4-06B 6 STRAND SINGLE MODE FIBER: #9F81.D4-06B 2. CORNING PATCH PANEL: #SPH-01P (2 REQUIRED) CORNING PATCH PANEL: #SPH-01P (2 REQUIRED) 3. CORNING LC ADAPTOR: #CCH-CP06-A9 (2 REQUIRED) CORNING LC ADAPTOR: #CCH-CP06-A9 (2 REQUIRED) 4. CORNING LC SINGLE MODE ENDS: #95-200-99 (12 CORNING LC SINGLE MODE ENDS: #95-200-99 (12 REQUIRED) 5. LC TO LC FIBER PATCH CORDS 1 METER: #FJ2-LCULCUL-01 LC TO LC FIBER PATCH CORDS 1 METER: #FJ2-LCULCUL-01 (EACH FUEL PUMP REQUIRES (1) SO (2) REQUIRED FOR THIS PROJECT) 6. LC TO LC FIBER PATCH CORDS 2 METER: #FJ2-LCULCUL-02 LC TO LC FIBER PATCH CORDS 2 METER: #FJ2-LCULCUL-02 (1 REQUIRED)
AutoCAD SHX Text 1" = 10'
1' x 3' DEEPCONCREET FOOTER AT EACH SUPPORT POST
| 547024_G01-Cover |
| Sheets and Views |
| G01 |
| PLOT |
| 547024_PE01_Overall-Demo |
| Sheets and Views |
| PE01 |
| PLOT |
| 547024_PE02-Install Plan |
| Sheets and Views |
| PE02 |
| PLOT |
| 547024_PE03-Tank & Site Details |
| Sheets and Views |
| PE03 |
| PLOT |
| 547024_PE04-Tank Details-Wind |
| Sheets and Views |
| PE04 |
| PLOT |
| 547024_PE05-Tank Details-Wind |
| Sheets and Views |
| PE05 |
| PLOT |
| 547024_E01_Electric Site Plan |
| Sheets and Views |
| E01 |
| PLOT |
File details come from the government source that posted it. Updated .