SECTION 3 GRAVITY SEWER ISSUE DATE NOVEMBER 1st, 2011 Page List Page Number Page Title COVER COVER GS-01 STANDARD PRECST MANHOLE GS-02 SHALLOW PRECAST MANHOLE GS-03 OUTSIDE DROP MANHOLE GS-04 CONNECTIONS TO EXISTING MANHOLE GS-05 INSIDE DROP CONNECTION GS-06 GRAVITY SEWER CUT-IN WYE & SERVICE GS-07 OPTIONAL GRAVITY SEWER WYE CUT-IN GS-08 TYPICAL SEWER SERVICE GS-09 TYPICAL RESIDENTIAL SEWER SERVICE WITH RISER GS-10 TYPICAL CLEAN-OUT GS-11 TEMPORARY TERMINAL CLEAN-OUT GS-12 MANHOLE RING AND COVER GS-13 HINGERD MANHOLE RING AND COVER GS-14 GREASE INTERCEPTOR TANK GS-15 GREASE INTERCEPTOR VOLUME REQ.
Transcript
SECTION 3
GRAVITY SEWER
ISSUE DATE NOVEMBER 1st, 2011
Page List
Page Number Page Title
COVER COVER
GS-01 STANDARD PRECST MANHOLE
GS-02 SHALLOW PRECAST MANHOLE
GS-03 OUTSIDE DROP MANHOLE
GS-04 CONNECTIONS TO EXISTING MANHOLE
GS-05 INSIDE DROP CONNECTION
GS-06 GRAVITY SEWER CUT-IN WYE & SERVICE
GS-07 OPTIONAL GRAVITY SEWER WYE CUT-IN
GS-08 TYPICAL SEWER SERVICE
GS-09 TYPICAL RESIDENTIAL SEWER SERVICE WITH RISER
GS-10 TYPICAL CLEAN-OUT
GS-11 TEMPORARY TERMINAL CLEAN-OUT
GS-12 MANHOLE RING AND COVER
GS-13 HINGERD MANHOLE RING AND COVER
GS-14 GREASE INTERCEPTOR TANK
GS-15 GREASE INTERCEPTOR VOLUME REQ.
REBAR PLACEMENT DETAIL
MONOLITHIC CONC.
SLAB
6" MIN. 3" MIN.
6" MIN.
3" MIN.
6" MIN.
IN
VE
RT
C
HA
NG
E
OF
2
'-0
" O
R M
OR
E
6" MIN.8" MIN.
12"
NOTE:
1. PROVIDE 1% SLOPE THROUGH MANHOLE.
8" OF CRUSHED
3/4" ROCK
GRAVEL
ELASTOMERIC GASKET
WITH LINERS
COATING PER CCU SPECS.
ELASTOMERIC GASKET
WITH LINERS
4 - #4 REBAR TO BE EQUALLY
SPACED AROUND DROP AND A MIN.
OF 3" FROM ALL SIDES. TIE TO
EXISTING REBAR IN BOTTOM
SECTION. (MIN. 4 REBAR)
SURROUND DROP PIPE WITH
A MINIMUM OF 6" CONCRETE
ON ALL SIDES. CONCRETE
SHALL BE 3000 PSI.
4 - #4 REBAR TO BE EQUALLY
SPACED AROUND DROP AND
A MIN. OF 3" FROM ALL
SIDES. TIE TO EXISTING
REBAR IN BOTTOM SECTION.
(MIN. 4 REBAR)
DRAWN BY: DEC
APPROVED BY: BRB
OUTSIDE DROP MANHOLE
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-03
ID: GS-03-OSDMH.dwg
FORCEMAIN
NOTES:
1. PENETRATIONS TO EXISTING MANHOLES SHALL BE CORE BORED, AND ELASTOMERIC GASKET
WITH STAINLESS STEEL PIPE CLAMP SHALL BE INSTALLED.
2. DROP CONNECTION SHALL BE REQUIRED WHENEVER THE INVERT OF AN INFLUENT SEWER IS
LOCATED TWO (2) OR MORE FEET ABOVE THE MAIN CHANNEL.
3. DROP PIPE SHALL BE OF EQUAL SIZE AS THE INFLUENT SEWER. DROP PIPE SHALL BE PVC WITH
STAINLESS STEEL FITTINGS. IF A TRANSITION TO OTHER TYPE OF PIPE, THE TRANSITION SHALL
BE OUTSIDE OF MANHOLE.
SEWER
PIPE
TYPICAL CONNECTION DROP CONNECTION
FORCEMAIN & LOW
PRESSURE CONNECTION
DETAIL "A"
5/8"x 4" S.S. RED HEAD
WITH WASHER AND NUT
1"x 1 1/2" S.S. CHANNEL STRUT
FOR MORE DETAIL SEE PAGE 55
SEE DETAIL "A"
CONSTRUCT
TROUGH TO
MATCH EXISTING
FLOW LINE.
DROP PIPE:
FLANGED 90°
ELBOW AND
SPOOL
POINT IN
DIRECTION
OF FLOW
MANHOLE WALL
CUT AND BEND
CHANNELL 3" MIN.
(TYPICAL)
STAINLESS
STEEL U-BOLT,
NUTS AND
WASHERS
PRECAST
MANHOLE WALL
FILL VOID WITH
GROUT
ELASTOMERIC GASKET
STAINLESS STEEL CLAMP
MANHOLE INVERT
PRECAST
MANHOLE WALL
TEE
CONCRETE & REBAR
ENCASEMENT OF
VERTICAL PIPE ( SEE
PAGE #40 FOR MORE
DETAIL)
6"
INFLUENT
PIPE
6" MIN.
6"
90° BEND
INLET CONN.
AS REQ'D
MANHOLE
INVERT
DRAWN BY: DEC
APPROVED BY: BRB
CONNECTIONS TO EXISTING
MANHOLE
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-02
ID: GS-04-MHCON.dwg
6"
3"
1/4"
N.T.S.
DETAIL "A"
WET WELL WALL
BOLTED TO ANGLE IRON
WITH 316 SS HARDWARE
6"X3"X1/4" 304 SS PLATE
W/ TWO 5/8" HOLES
WELDED TO 2"X1/4" 304 SS
ANGLE IRON ANCHORED TO
WET WELL WALL W/ 1/2"X6"
316 SS WEDGE ANCHORS
FLO
W
PROFILE VIEW
TOP VIEW
1"x 1 1/2" S.S. CHANNEL STRUT
(SEE DETAIL "A") (2 MINIMUM)
3' M
AX
.
EXISTING CONC.
MANHOLE
PVC SAN. SEWER
W/S.S. U-BOLT, NUTS & WASHERS
ELASTOMERIC
GASKET
PVC SAN. SEWER
DROP NOT REQUIRED IF
NEW INVERT IS LESS
THAN 24" ABOVE
EXISTING INVERT.
MATCH EXIST.
SURFACE
TRAFFIC
AREA
FIN. GRADE
3" MIN
1"x 1 1/2" S.S. CHANNEL
STRUT W/S.S. U-BOLT, NUTS &
WASHERS (SEE DETAIL "A") (2
MINIMUM)
ELASTOMERIC
GASKET
PVC SAN. SEWER
PLUG VALVE
PLUG VALVE SIZED TO
LOW PRESSURE
FORCE MAIN
12" MIN.
FROM JOINT
DRAWN BY: DEC
APPROVED BY: BRB
INSIDE DROP MANHOLE
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-05
ID: GS-05-ISD-PCMH.dwg
45°
45°
FLO
W
NOTES:
1. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE BY CONTRACTOR IN ACCORDANCE WITH
CHARLOTTE COUNTY UTILITIES SPECIFICATIONS.
2. IN NO CASE SHALL CONNECTION BE MADE DIRECTLY ON TOP OF SEWER MAIN.
3. NO MORE THAN ONE CUT IN WYE SHALL BE ALLOWED FOR EACH LENGTH OF SEWER MAIN.
4. TAP SHALL BE MADE AT APPROXIMATELY CENTER OF JOINT LENGTH.
5. THE HOLE FOR THE COLLAR WYE FITTING FOR A SEWER SADDLE SHALL BE MADE WITH A TAPPING MACHINE.
THE HOLE SHALL BE CLEANLY MACHINED AND IF NECESSARY WORKED BY HAND WITH A RASP OR SANDED
TO ACCOMPLISH A TRUE AND NEAT OPENING FOR THE COLLAR WYE.
6. THE COLLAR WYE SADDLE SHALL BE SECURED TO THE SEWER WITH APPROVED STAINLESS STEEL BANDS.
7. ALL CHIPS, DIRT, EPOXY, MORTAR, AND CONCRETE SHALL BE KEPT OUT OF THE SADDLED SEWER. CLEANING
AND BALLING OF THE SADDLED REACH SHALL BE PERFORMED IF REQUIRED BY CCU.
8. ANY DAMAGED PIPE SHALL BE REPAIRED OR REPLACED AS DIRECTED BY CCU.
9. COLLAR WYE SADDLE OR CUT IN WYE TO BE USED WHEN LATERAL IS 4" OR 6" IN DIAMETER. FOR 8" AND
OVER, A STANDARD MANHOLE CONNECTION SHALL BE USED.
10. MAIN LINE SHALL BE BROKEN OUT FOR SADDLE ONLY IN THE PRESENCE OF CCU PERSONAL.
PLAN
ELEVATION
DRAWN BY: DEC
APPROVED BY: BRB
OPTIONAL GRAVITY SEWER
WYE CUT-IN
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-07
ID: GS-07-OCI.dwg
NO
TE
:
1.
ALL P
.V
.C
. S
AN
IT
AR
Y G
RA
VIT
Y S
EW
ER
P
IP
E S
HA
LL B
E:
1.a.
FO
R D
EP
TH
S B
ET
WE
EN
0-4 F
EE
T - D
R 18
1.b.
FO
R D
EP
TH
S 4 F
EE
T O
R G
RE
AT
ER
B
UR
Y D
EP
TH
- D
R 26
1.c.
SE
WE
R S
ER
VIC
E S
HA
LL
B
E IN
ST
ALLE
D A
T G
RA
DE
O
F N
OT
LE
SS
T
HA
N 1/8" P
ER
F
OO
T A
ND
N
O
MO
RE
T
HA
N 1 3/4" P
ER
F
OO
T
1.c.
GA
SK
ET
ED
F
IT
TIN
GS
S
HA
LL B
E S
AM
E A
S O
R G
RE
AT
ER
T
HA
N G
RA
DE
O
F P
IP
E.
2.
CLE
AN
-O
UT
B
OX
W
IT
H H
EX
AG
ON
AL C
OV
ER
M
AR
KE
D "S
"
PA
VE
ME
NT
GR
AD
E
SE
E N
OT
E # 2
PA
VE
ME
NT
GR
AD
E
SE
RV
IC
E C
ON
NE
CT
IO
N
W/W
AT
ER
TIG
HT
P
LU
G O
R C
AP
SH
OR
T R
AD
IU
S
45° BENDS
P.V
.C
. S
ER
VIC
E LA
TE
RA
L
CLE
AN
OU
T
⅊
⅊15"
LE
NG
TH
O
F S
ER
VIC
E V
AR
IE
S
3'-0" MIN
4'-0" MAX.
TY
PIC
AL S
EC
TIO
N
TY
PIC
AL P
LA
N
FLO
W
FLOW
DE
PT
H O
F S
ER
VIC
E LIN
E T
O B
E
DE
TE
RM
IN
ED
IN
T
HE
F
IE
LD
B
Y T
HE
EN
GIN
EE
R. M
IN
. D
EP
TH
S
HA
LL N
OT
B
E
LE
SS
T
HA
N 30".
DE
PT
H O
F S
ER
VIC
E LIN
E T
O
BE
D
ET
ER
MIN
ED
IN
T
HE
F
IE
LD
BY
T
HE
E
NG
IN
EE
R. M
IN
.
DE
PT
H S
HA
LL N
OT
B
E LE
SS
TH
AN
30".
6" P
VC
S
ER
VIC
E
LA
TE
RA
L
TH
RE
AD
ED
P
VC
A
DA
PT
ER
AN
D P
LU
G. M
IN
. 3" B
ELO
W
FIN
IS
H G
RA
DE
30" S
QU
AR
E x 6" T
HIC
K C
ON
C. S
LA
B T
O
BE
C
AS
T A
RO
UN
D T
OP
O
F B
OX
. W
/2 - #4
RE
BA
R E
AC
H W
AY
(S
EE
N
OT
E #2)
3M
L
OC
AT
OR
BA
LL
3M
L
OC
AT
OR
BA
LL
3M
L
OC
AT
OR
BA
LL
3M
L
OC
AT
OR
BA
LL
SE
RV
IC
E C
ON
NE
CT
IO
N
W/W
AT
ER
TIG
HT
P
LU
G O
R
CA
P A
ND
E
XT
EN
DE
D T
O
PR
OP
ER
TY
LIN
E
GR
OU
ND
G
RA
DE
SE
E T
YP
IC
AL
CLE
AN
OU
T
DE
TA
IL
DE
PT
H O
F S
ER
VIC
E LIN
E T
O B
E
DE
TE
RM
IN
ED
IN
T
HE
F
IE
LD
B
Y
TH
E E
NG
IN
EE
R. M
IN
. D
EP
TH
SH
ALL N
OT
B
E LE
SS
T
HA
N 30".
SE
WE
R LO
CA
TO
R
3M
M
OD
EL
SE
RV
IC
E C
ON
NE
CT
IO
N
W/W
AT
ER
TIG
HT
P
LU
G O
R
CA
P A
ND
E
XT
EN
DE
D T
O
PR
OP
ER
TY
LIN
E
LE
NG
HT
O
F S
ER
VIC
E V
AR
IE
S6"
⅊
6" S
ER
VIC
E
ST
AN
DA
RD
P.V
.C
. W
YE
FLO
W
DRAWN BY: DEC
APPROVED BY: BRB
TYPICAL SEWER SERVICE
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-08
ID: GS-08-TSS.dwg
DRAWN BY: DEC
APPROVED BY: BRB
TYPICAL RESIDENTIAL SEWER
SERVICE WITH RISER
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-09
ID: GS-09-RSR.dwg
GRADE
ELECTRONIC SERVICE LATERAL MARKER.
ELECTRONIC MARKERS SHALL REMAIN IN
POSITION AFTER THE BUILDING
PLUMBER HAS COMPLETED THE SERVICE
TIE-IN. MARKERS SHALL BE PLACED AT
PROPERTY LINE OR ABOVE END OF LINE.
SEE NOTE # 3
45° BEND
45° BEND
WYE
SEE NOTE # 3
30"SQUARE x 6" THICK CONCRETE
SLAB SHALL BE CAST AROUND PVC
CAP AND PLACE 2 - #4 REBAR ON ALL
SIDES
45° BEND
45° BEND
NOTES:
1. ALL P.V.C. SANITARY GRAVITY SEWER PIPE SHALL BE:
1.a. FOR DEPTHS BETWEEN 0-4 FEET - DR 18
1.b. FOR DEPTHS 4 FEET BURY DEPTH - DR 26
2. 6" FITTINGS & PIPE FOR SEWER SERVICES.
3. CLEAN-OUT BOX WITH HEXAGONAL COVER MARKED "S"
(UNPAVED AREAS)
(PAVED AREAS)
GRADE
WYE
DRAWN BY: DEC
APPROVED BY: BRB
TYPICAL CLEANOUT DETAIL
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-08
ID: GS-10-SCO.dwg
30" SQUARE x 6" THICK
CONCRETE SLAB TO BE
CAST AROUND PVC CAP
AND PLACE 2 - #4
REBAR ON ALL SIDES
FINAL GRADE
SEE NOTE # 1
8" x45° BEND
8" PVC PLUG
8"x8" WYE
NOTE:
1. CLEAN-OUT BOX WITH HEXAGONAL COVER MARKED "S", WITH
THREADED BRASS PLUG IN FEMALE SLIP ON COUPLING.
DRAWN BY: DEC
APPROVED BY: BRB
TEMPORARY TERMINAL
CLEANOUT
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-11
ID: GS-11-TCO.dwg
SEWER
SANITARY
20_ _
(2) NON-PENETRATING
PICKHOLES
DOVETAIL GROOVE &
GASKET
MACHINED
SURFACES
RING
COVER
BO
A
R
D
O
F
C
O
U
N
T Y
C
O
M
M
I
S
I
O
N
E
R
S
C
H
A
R
L
O
T
T
E
C
O U
N
T
Y
F
L
O
R
I
D
A
26 3/4"
3 3/4"
1 1/4"
28 1/4"
27"
24 1/4"
7"
3/4"
24 3/8"
27 7/8"
35 5/8"
1 1/4"
** AVAILABLE IN HINGED MODEL **
NOTE: MANHOLE COVER
SHALL NOT HAVE
ALIGNMENT TABS
DRAWN BY: DEC
APPROVED BY: BRB
MANHOLE RING & COVER
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-12
ID: GS-12-MHRC.dwg
RING
COVER
Passage Ø 24"
Outside Ø 33.46"
3.9
4"
S
A
N
I
T
A
R Y
S
E
W
E
R
NOTE:
MANHOLE COVER AND FRAME SHALL BE PAMREX OR
EQUAL. MIN. FRAME WEIGHT: 73 LBS. COVER WEIGHT:
122 LBS. TOTAL WEIGHT 195 LBS.
MANHOLE SHALL BE
LABELED SANITARY SEWER
MANHOLE TAG
.437''
4.00''
SS NYLOCK
.125''
.937'' D
EMBOSSING HEIGHT .032''
CORNER RADIUS .187''
1.4505
FINISH
NATURAL FINISH
MATERIAL THICKNESS WEIGHT
304 ANNEALED STAINLESS STEEL .062'' .218 LBS.
OPTIONS / ACCESORIES
SQUARE HOLE:
.437'' FOR S.S. CARRAGE BOLT
DRAWN BY: DEC
APPROVED BY: BRB
HINGED MANHOLE RING &
COVER
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-13
ID: GS-13-HMHRC.dwg
NO
TE
S:
1. C
ON
CR
ET
E: 2
8 D
AY
/ 4
50
0 p
.s.i. C
OM
PR
ES
SIO
N S
TR
EN
GT
H
2. R
EB
AR
: A
ST
M A
-6
15
G
RA
DE
6
0
3. M
ES
H: A
ST
M A
-1
85
G
RA
DE
6
5
4. D
ES
IG
N:
CH
AR
LO
TT
E C
OU
NT
Y C
OD
E (A
S A
ME
ND
ED
) S
EC
. 3
-8
-1
50
FL
OR
ID
A B
UIL
DIN
G C
OD
E - P
LU
MB
IN
G, C
HA
PT
ER
1
0
PL
UM
BIN
G A
ND
D
RA
IN
AG
E IN
ST
IT
UT
E G
10
1
AS
TM
C
-8
57
M
IN
IM
UM
S
TR
UC
TU
RA
L D
ES
IG
N
LO
AD
IN
G F
OR
U
ND
ER
GR
OU
ND
P
RE
C
AS
T
CO
NC
RE
TE
U
TIL
IT
Y S
TR
UC
TU
RE
S.
6" M
IN
IM
UM
W
AL
L T
HIC
KN
ES
S
PR
EV
EN
T F
LO
AT
AT
IO
N W
HE
N E
MP
TY
5. L
OA
DS
: H
-2
0 T
RU
CK
W
HE
EL
W
/3
0%
IM
PA
CT
P
ER
A
AS
HT
O
6. C
OM
PL
ET
E S
TR
UC
TU
RE
A
ND
P
IP
IN
G T
O B
E W
AT
ER
TIG
HT
7. F
IL
L W
IT
H C
LE
AN
W
AT
ER
P
RIO
R T
O S
TA
RT
U
P O
F S
YS
TE
M
8. C
ON
TR
AC
TO
R T
O S
UP
PL
Y A
ND
IN
ST
AL
L A
LL P
IP
IN
G A
ND
S
AN
IT
AR
Y T
EE
S, C
LE
AN
O
UT
S
FO
R C
LE
AN
IN
G T
OW
AR
D IN
TE
RC
EP
TO
R A
ND
F
OR
C
LE
AN
IN
G A
WA
Y F
RO
M IN
TE
RC
EP
TO
R
ON
B
OT
H T
HE
IN
LE
T A
ND
O
UT
LE
T / A
LT
. D
UA
L S
WE
EP
C
LE
AN
O
UT
S
9. G
RA
Y W
AT
ER
O
NL
Y, B
LA
CK
W
AT
ER
S
HA
LL
B
E C
AR
RIE
D B
Y S
EP
AR
AT
E S
EW
ER
T
O A
P
OIN
T
DO
WN
ST
RE
AM
O
F T
HE
G
RE
AS
E IN
TE
RC
EP
TO
R.
10
. 4
'' D
IA
ME
TE
R V
EN
T H
OL
E.
11
. B
OO
T T
O B
E S
UP
PL
IE
D W
IT
H T
AN
K.
12
. S
EA
L H
OL
E IF
V
EN
T N
OT
IN
ST
AL
LE
D.
OU
TL
ET
TO
S
AN
IT
AR
Y
SE
WE
R S
YS
TE
M
SE
WE
R
FR
OM
BU
IL
DIN
G
SA
MP
LIN
G A
CC
ES
S P
OIN
T
SE
WE
R
FR
OM
BU
IL
DIN
G
EX
IS
TIN
G P
AV
EM
EN
T2
4" F
RA
ME
&
C
OV
ER
24
" F
RA
ME
&
C
OV
ER
EX
IS
TIN
G G
RA
DE
PLA
N V
IE
W
CO
NC
RE
TE
G
RA
DE
R
IN
GS
AN
D N
ON
-S
HR
IN
K G
RO
UT
(U
SE
F
OR
A
DJU
ST
IN
G T
O
EX
IS
TIN
G G
RA
DE
)
CO
NC
RE
TE
M
OR
TA
R
8" M
IN
. A
CC
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DRAWN BY: DEC
APPROVED BY: BRB
GREASE INTERCEPTOR TANK
W/ SAMPLE POINT DETAIL
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
CHARLOTTE COUNTY UTILITIES
DATE: 11/01/2011
GS-14
ID: GS-14-GIT.dwg
EXAMPLE:
125 SEAT RESTAURANT THAT SERVES MEALS IN BASKETS WITH PLASTIC FORKS AND KNIVES (SO SERVICE DISHES WASHED) THAT IS
OPEN 8 HOURS A DAY. A MINIMUM SIZE GREASE INTERCEPTOR REQUIRED IS 833 GALLONS CAPACITY. LOCAL AVAILABILITY OF A
GREASE INTERCEPTOR MAY REQUIRE THE NEXT LARGEST MANUFACTURED SIZE OF 1,000 GALLONS CAPACITY.
EXAMPLE:
100 SEAT RESTAURANT THAT SERVES MEALS ON WASHABLE PLATES (CHINA) THAT IS OPEN 8 HOURS A DAY. THE MINIMUM SIZE
GREASE INTERCEPTOR REQUIRED IS 1,667 GALLONS CAPACITY. LOCAL AVAILABILITY OF A GREASE INTERCEPTOR MAY REQUIRE THE
NEXT LARGEST MANUFACTURED SIZE OF 2,000 GALLONS CAPACITY.
NOTES:
1. MINIMUM SIZE IS 750 GALLONS
2. INTERCEPTOR TANKS MAY BE PLACED IN SERIES TO ACHIEVE TOTAL VOLUME
3. THE RESTAURANT GREASE INTERCEPTOR SIZE TABLE ABOVE IS BASED ON TABLE 1003.5.1, FLORIDA PLUMBING CODE. REFER TO
TABLE 1003.5.1 FOR DESIGN OF GREASE INTERCEPTORS THAT ARE REQUIRED FOR OTHER ESTABLISHMENTS WITH COMMERCIAL
KITCHENS
4. GREASE INTERCEPTORS SHALL COMPLY WITH FLORIDA BUILDING CODE, PLUMBING, CHAPTER 10 - TRAPS, INTERCEPTORS AND
SEPARATORS.
CLASS 1 = BREAKFAST ONLY, CLOSED BY 11:00AM, OPEN <4 HOURS
CLASS 2 = LUNCH ONLY, CLOSED BY 3:00 PM, OPEN <4 HOURS
CLASS 3 = DINNER ONLY, OPEN 4-8 HOURS
CLASS 4 = BREAKFAST & LUNCH, OPEN 4-8 HOURS
CLASS 5 = LUNCH & DINNER, OPEN 8-12 HOURS
CLASS 6 = ALL MEALS, OPEN MORE THAN 12 HOURS
GREASE INTERCEPTOR VOLUME REQUIREMENT
RESTAURANT WITH PAPER PLATES
INTERCEPTOR VOLUME (GALLONS) @ X HOURS OF RESTAURANT OPERATIONS PER DAY
SEATS UP TO
<4 HOURS
CLASS 1 & 2
4-8 HOURS
CLASS 3 & 4
8-12 HOURS
CLASS 5
GREATER THAN 12
HOURS CLASS 6
25 750 750 750 750
50 750 750 750 750
75 750 750 750 1000
100 750 750 1000 1250
125 750 1000 1250 1600
150 750 1000 1600 2000
175 750 1250 2000 2500
200 750 1600 2000 2500
250 1000 2000 2500 3000
>250
SUBMIT DESIGN USING FLORIDA BUILDING CODE -
PLUMBING, TABLE 1003.5.1
RESTAURANT WITH CHINA PLATES
INTERCEPTOR VOLUME (GALLONS) @ X HOURS OF RESTAURANT OPERATIONS PER DAY
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