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CONTOUR NTERVAL 2-
CW OF RENM
CONTROL, NETWAM
VERTI1CAL COWROL, DATUM
ti 3RD ORDER.: lot' CLASS
d
HoRIZONrAL, CONTROL. DATLIM-
2ND ORDER. I & CLAS&
-
NOWD 1983/1991
MECHANICAL PLANS
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PANCIES
FOR 'CONNECTION AND
DETAILS
.7c.S.S.C.O. #1 (PRIVATE) 11 3u76_01 dLo"-
RIM = 356.62
I.E. = 347.76, 6"0 t . . . . . .
COORDINATE INVERT
Rii CONNECTION ELEVATION W/BUILDING OIL/WATER SEPARATOR, SEE QM 1
C-111 MECHANICAL CONTRACTOR MECHANICAL, PLANS FOR
,,
CONNECTION AND DETAILS. ALSO
b,
4G 15*C
EE, R MAIN
1 SEE SHEET C-12 FOR DETAIL.
1
?JFY HORIZ.
2
AND Y SAND/WATER, SEPARATOR SEE
a:
MECHANICAL
N
DISCREPANCIES,
PLANS FOR'
CT". CONNECTION AND DETAILS.
ALSO SEE SHEET C-12 FOR
64 L.F., CrO S.S. DETAIL.
0 S = 2.00% (MIN.
DETECTOR DOUBLE CHECK VALVE ASSY.
SEE DETAIL SHEET C -12
SEE MECHANICAL PLANS
RI
[�FOLR CONNECTION TO BUILDING
:!,j
344 1&
IN*, E 3-14,1 f-38 L.F., 4"0 D.I. W.M. TING
INSTALL QUICK CONNECT STORZ FIT
IF NOT ALREADY IN PLACE.
CROWN=347.91. ErO S.S.
jq-j 344-
_J�
AV Y1 44-0i
f�OTT J,4-' I.E.=349.32. 1270 S.D. N ITYP. ALL HYDRANTS WITHIN 300- OF BUILDING)
N 186452.86
T E 1307814.47
N 1$85
W 1 FIR
203 1 E DEPT- CONNECTION
V-
rT`!�_
N: 186452.86
E: 1307776.47
1 - 99 BEND (MJXMJ)
T,
N.L. 12 1 1 S T R T 1 - CONCRETE BLOCKING
v
N 186435.52
E 1307761.84 N 186435.35
WET TAP INTO EXISTING To W.M.
E 1307771.84
N 186426.49 1 1 -4" 'CA 1 - 2� DOMESTIC WATER SUPPLY 'niii—rn—irt�T �TnP7 PIT'nwrz
111 11 1 I E 1307658.94 c—, i
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EXISTING SANITARY
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SEE SHEET 'C FOR NOTS
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FIRE STATION,
CALL 48 HOURS
LLI
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FF=356.0
7
BEFORE YOU DIG
FIRE SYSTEM DiC.V.A.'JO BE. INSTALLED
INSIDE, �RISER, ROOM OF BUILDING.
"SEPARATE PLANS :AND UTILITY PERMIT,
D.b.C.V:A. 'INSTALLATION FOR THE
1-800 -424-5555
-A
FOR
FIRE SPRINKLER S YSTM WILL BE
REQUIRED (BY OTHERS)
GREASE TRAP, SEE
I.
MECHANICAL PLANS
dew
�u ' 11 A11111111111h i
PANCIES
FOR 'CONNECTION AND
DETAILS
.7c.S.S.C.O. #1 (PRIVATE) 11 3u76_01 dLo"-
RIM = 356.62
I.E. = 347.76, 6"0 t . . . . . .
COORDINATE INVERT
Rii CONNECTION ELEVATION W/BUILDING OIL/WATER SEPARATOR, SEE QM 1
C-111 MECHANICAL CONTRACTOR MECHANICAL, PLANS FOR
,,
CONNECTION AND DETAILS. ALSO
b,
4G 15*C
EE, R MAIN
1 SEE SHEET C-12 FOR DETAIL.
1
?JFY HORIZ.
2
AND Y SAND/WATER, SEPARATOR SEE
a:
MECHANICAL
N
DISCREPANCIES,
PLANS FOR'
CT". CONNECTION AND DETAILS.
ALSO SEE SHEET C-12 FOR
64 L.F., CrO S.S. DETAIL.
0 S = 2.00% (MIN.
DETECTOR DOUBLE CHECK VALVE ASSY.
SEE DETAIL SHEET C -12
SEE MECHANICAL PLANS
RI
[�FOLR CONNECTION TO BUILDING
:!,j
344 1&
IN*, E 3-14,1 f-38 L.F., 4"0 D.I. W.M. TING
INSTALL QUICK CONNECT STORZ FIT
IF NOT ALREADY IN PLACE.
CROWN=347.91. ErO S.S.
jq-j 344-
_J�
AV Y1 44-0i
f�OTT J,4-' I.E.=349.32. 1270 S.D. N ITYP. ALL HYDRANTS WITHIN 300- OF BUILDING)
N 186452.86
T E 1307814.47
N 1$85
W 1 FIR
203 1 E DEPT- CONNECTION
V-
rT`!�_
N: 186452.86
E: 1307776.47
1 - 99 BEND (MJXMJ)
T,
N.L. 12 1 1 S T R T 1 - CONCRETE BLOCKING
v
N 186435.52
E 1307761.84 N 186435.35
WET TAP INTO EXISTING To W.M.
E 1307771.84
N 186426.49 1 1 -4" 'CA 1 - 2� DOMESTIC WATER SUPPLY 'niii—rn—irt�T �TnP7 PIT'nwrz
111 11 1 I E 1307658.94 c—, i
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i
5'FT. MAX.
7 w ROOM: IN WHICH DDCVA IS - LOCATED SHALL'
A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. 1. CONNECTIONS TO CONCRETE WALLS WITH P.V.C. PIPE REQUIRE
7 I. a I� cvi B. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE,
z
10 a C. NOT BE USED. FOR STORAGE AROUND THE DDCVA KOR -N -SEAL CONNECTOR OR A.C. X P.V.C. BRANT ADAPTOR SEAL
3 z I m ® Y D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIV.. SHALL BE EQUAL TOOINDIANA SEAL: #156 -66,OR FER O:' #105fi N66.
o A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE
CITY OF RENTON FOR INSPECTION OF THE DDCVA.. 2. OW -1 COVER, ACCESS DOOR & INSP. COVER SHALL
AND METER. BE HS-20 RATED + 30% IMPACT. ALL FASTENERS. SHALL
BE 316 STAINLESS STEEL.
p (..1 O oz SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA 3. CONTRACTOR SHALL FILL SYSTEM W WATER
w >E MUST',BE SUBMITTED TO RENTON FIRE PREVENTION .DEPARTMENT FOR
a ; O REVIEW AND APPROVAL. PRIOR TO SERVICE.
p y A SEPARATE FIRE SPRINKLER PERMIST IS REQUIRED.
z 4 ING N a8 INCH 4. PROVIDE SAMPLING TEE AS SHOWN:.
5. PROVIDE MIN. 2 SQ. FF. FREE OPENING ® INLET
13 12 z 31 m M1 MEN. -24 O FROM; NOUTWLET INVERT TO BOTTOM OF UNIT
z
i . FLOW DIFFUSER
1- MAINLINE TEE (MJ x FL) WITH CONCRETE 61.0"ING' BAFFLE
F
SHALL NOT BE MORE THAN 50 FEET TO BUILDIG) - ¢ F
WATER MAIN LOCATED IN EASEMENT ON PRIVATE F.iOPERTY - --
4 W 24 INCH MINIMUM �6 ", SEE SITE PLAN Jr V TO ROOF FLOW DIRECTION
2- BRANCH VALVE (FL x MJ) WITH VALVE BOX 'AND. COVER 36 INCH MAXIMUM
3- CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) = y. FINISH ,FLOOR LEVEL CONTRACTOR SHALL - 3" V TO ROOF, SEE PLAN
ALL PIPE AND FlTTINGS SHALL BE RESTRAINED WITH SHACKLE RODS - w
AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. ° ADJUST THIS. DIMENSION TOP, INSPECTION VERB &
I ELEVATION VIEW OF .DDCVA INSPEOTIOPI COVERS..
4 Posr.INDICATOR.VALVE (MJ) Wlnl TAMPER SWITCH ® BY WEEK INSTALLING SPACER '. CONNECTIONS
11 ',WITH. FLANGED. DUCTILE IRON PIPE SPOOL Y.:. ':. BETWEEN VAULT &'TOP
5- 2 -90' BENDS FL,( �_... : o �. z:: .WATER LEVEL TO ATMOSPHERE:. FLOOR
(
18 LONG SPOOL (FL x PE) re 4 CLEANOUT „
7 -• FLANGE COUPLING,, ADAPTOR NON -SKID STL.: COVER ELEV.
''. 8_ APPROVED' DDCVA 'ON MAIN. LINE IN HORIZONTAL POSITION ONLY. : w I : •�'' /—VENT
356.50'3 0� �. KFLOW PREVENTION DEVICES (PER ::..LATEST DEPT.:OF. HEALTH APPROVEDLIST OF:'BAC ) LEVEL AND:. :. -. BOTTOM OF' DDCVA' SHALL BE. A MINIMUM. OF. 24.. INCH ..ABOVE FLOOR i 4 � ' ', ' �' i : � FIN:( GRADE I '
'ADJUSTABLE PIPE '..'
T IMU .INSTALL 3 CONCRETE PADS OR
- - 4" TO: FLOOR 'DRAINS.
; � STALLATION ,FOR _ - - ,. ' ,. � ' -- FLEX:. COUPLING o- — -0- — -d-,� -
SUPPORT COLUMNS UNDER DDCVA � �', INSIDE BUILDING'.IN
1.
ky:: VALVES TO BE RESILIENT SEATED WITH TAMPER' SWITCHES.' 3 V..
f il. ('TYP.) I;E: 352.60';
ADD
ETEREDING IN AGCORDANcE WITH L d Y :: ' S 3 INCH AND 1LAR,GER
10- METERED 3/4 INCHIBY- PASSDCVA -BY -PASS PETER (SHALL BE A3/4 INCH '� '�
SENSUS -ECR,: SRPOSITIVE. DISPLACEMENT PETER EQUIPPED WITH ,A .REMOTE DOIJ$I,E CHECKvALVE ASSEMBLY
I.E. IN.. ,
DETECTOR
READ SENSOR PLATE MOUNTED ON THE': OUTSIDE OF THE: BUILDING!WALL
t 448 6„ I 6" /NlfT 6" MIN. WTR. SEAL
11- SWING :TYPE GRAVITY CHECK' VALVE. FLANGE' WITH BALL' DRIP IN VAULT -
12- 4x 4' x 6" BULL, .',ELBOW, . THREADED it
13- UL LISTED. FIRE: DEPT.'. CONNECTION, UL LISTED BREAK AWAY CAPS,(' LOCATE WITHIN
6" OIJTLET I ". BAFFLES
I:E�" 352.00, r -. '
50' FEET MAXIMUM': OF A PUBLIC FIRE HYDRANT. �'' . 1 II� I I.E: 352.50' SW -( SAND A WATER ,
ON� SEPAA°ATOR
=PASS OCVA ,,MUST BE TESTED „ ., T TION MAIN DDCVA AND BY S AFTER FlELo INS ALLA 2 x STAINLFS REDUCER � CAPACITY: 365 GAL.
SATISFACTORILY BY A DEPARTMENT,OF HEALTH 'CERTIFlED BACKFLOW ASSEMBLY FLOW DIFFUSER TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ': CITY OF RENTON STEEL CLAMP W/ C BAFFLE : : W/ 49CU. FT. HOLDING
S.S: BOLTS ENGINEERING DEPARTMENT PRIOR TO :ACTIVATION OF NEW LINE. L CAPACITY.
INSTALL BRASS PLUGS AT ALL TEST COCKS. STANDARD' PLANSTYP.. OF 2 EA. END). OIL / WATER EST DATE: SEPARATOR
6/14/00' .EDITED TE %T AG '.AG lEr MIN.
REMOVED VALVES, EDITED TEXT AG AG TRAP SEAL
PRECAST CONCRETE VAULT, 6'- 0'X4'- 0'X3' -4 \"
DATE REVISION BY ABPR' DWG. NAME:. SP PAGE:. UTILITY VAULT Co. INC. # 660 -SA OR EQUAL
p : INSPECTION & ELEV:
SAMPLIN
G TEE 348.62'
GRIT /SLUDGE WATER VOLUMN (VERIFY)'
RETAINER _ 60 CU. FT. OR
448 GAL
WEIR QAv PRAIN SCHEMATIC
N.T.S.
NOTES:
SIZING CRITERIA FOR OIL & SAND SEPARATORS:
1. WASTE WATER SOURCE: 7 VEHICLES BAYS W/2 HOSE: BIBBS 0 15 GPM EACH
= 30 GPM (MAX.).',
2. VEHICLES /HOUR WASHED.: ASSUME 3'VEHICLES /HOUR.
3. SEPARATOR RETENTION TIME: 2 HOURS.
4. STORAGE: 1.5.
SIZING . FORMULA:
VEHIC. /HR. X FLOW RATE .X RETEN. TIME X STOR. FACTOR'. =SIZE (MINIMUM LIQUID CAPACITY.)
3 X 30 X 2 X 1.5' =270 GAL.. (MINIMUM LIQUID.. CAPACITY).
5367602.5 -ev"O.C4
CITY OWNED
AND MAINTAINED
.PRIVATELY OWNED AND MAINTAINED
:
MAXIMUM PIPE LENGTH''. FROM PROPERTY LINE
BUILDING WALL
�.. TO DDCVA MUST NOT EXCEED 50 FEET
PERIMETERS OF MINIMUM' CLEARANCES TO BE
i
(. 4 CONCRETE BOLLARDS
=
=
PAINTED ON FLOOR IN WHITE ENAMEL PAINT
STRIPE, WITH 2 INCH STENCILED: BLACK LETTERS
4
O
-
TO SAY:. "DO NO T BLOCK. ACCESS"
O
'..
O
DDCVA MUST BE INSTALLED Y AFTER
:•
6
O
H BUILDING
PIPE PENETRATION THROUGH BUILDING FLOOR SLAB,
5'FT. MAX.
7 w ROOM: IN WHICH DDCVA IS - LOCATED SHALL'
A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. 1. CONNECTIONS TO CONCRETE WALLS WITH P.V.C. PIPE REQUIRE
7 I. a I� cvi B. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE,
z
10 a C. NOT BE USED. FOR STORAGE AROUND THE DDCVA KOR -N -SEAL CONNECTOR OR A.C. X P.V.C. BRANT ADAPTOR SEAL
3 z I m ® Y D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIV.. SHALL BE EQUAL TOOINDIANA SEAL: #156 -66,OR FER O:' #105fi N66.
o A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE
CITY OF RENTON FOR INSPECTION OF THE DDCVA.. 2. OW -1 COVER, ACCESS DOOR & INSP. COVER SHALL
AND METER. BE HS-20 RATED + 30% IMPACT. ALL FASTENERS. SHALL
BE 316 STAINLESS STEEL.
p (..1 O oz SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA 3. CONTRACTOR SHALL FILL SYSTEM W WATER
w >E MUST',BE SUBMITTED TO RENTON FIRE PREVENTION .DEPARTMENT FOR
a ; O REVIEW AND APPROVAL. PRIOR TO SERVICE.
p y A SEPARATE FIRE SPRINKLER PERMIST IS REQUIRED.
z 4 ING N a8 INCH 4. PROVIDE SAMPLING TEE AS SHOWN:.
5. PROVIDE MIN. 2 SQ. FF. FREE OPENING ® INLET
13 12 z 31 m M1 MEN. -24 O FROM; NOUTWLET INVERT TO BOTTOM OF UNIT
z
i . FLOW DIFFUSER
1- MAINLINE TEE (MJ x FL) WITH CONCRETE 61.0"ING' BAFFLE
F
SHALL NOT BE MORE THAN 50 FEET TO BUILDIG) - ¢ F
WATER MAIN LOCATED IN EASEMENT ON PRIVATE F.iOPERTY - --
4 W 24 INCH MINIMUM �6 ", SEE SITE PLAN Jr V TO ROOF FLOW DIRECTION
2- BRANCH VALVE (FL x MJ) WITH VALVE BOX 'AND. COVER 36 INCH MAXIMUM
3- CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) = y. FINISH ,FLOOR LEVEL CONTRACTOR SHALL - 3" V TO ROOF, SEE PLAN
ALL PIPE AND FlTTINGS SHALL BE RESTRAINED WITH SHACKLE RODS - w
AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. ° ADJUST THIS. DIMENSION TOP, INSPECTION VERB &
I ELEVATION VIEW OF .DDCVA INSPEOTIOPI COVERS..
4 Posr.INDICATOR.VALVE (MJ) Wlnl TAMPER SWITCH ® BY WEEK INSTALLING SPACER '. CONNECTIONS
11 ',WITH. FLANGED. DUCTILE IRON PIPE SPOOL Y.:. ':. BETWEEN VAULT &'TOP
5- 2 -90' BENDS FL,( �_... : o �. z:: .WATER LEVEL TO ATMOSPHERE:. FLOOR
(
18 LONG SPOOL (FL x PE) re 4 CLEANOUT „
7 -• FLANGE COUPLING,, ADAPTOR NON -SKID STL.: COVER ELEV.
''. 8_ APPROVED' DDCVA 'ON MAIN. LINE IN HORIZONTAL POSITION ONLY. : w I : •�'' /—VENT
356.50'3 0� �. KFLOW PREVENTION DEVICES (PER ::..LATEST DEPT.:OF. HEALTH APPROVEDLIST OF:'BAC ) LEVEL AND:. :. -. BOTTOM OF' DDCVA' SHALL BE. A MINIMUM. OF. 24.. INCH ..ABOVE FLOOR i 4 � ' ', ' �' i : � FIN:( GRADE I '
'ADJUSTABLE PIPE '..'
T IMU .INSTALL 3 CONCRETE PADS OR
- - 4" TO: FLOOR 'DRAINS.
; � STALLATION ,FOR _ - - ,. ' ,. � ' -- FLEX:. COUPLING o- — -0- — -d-,� -
SUPPORT COLUMNS UNDER DDCVA � �', INSIDE BUILDING'.IN
1.
ky:: VALVES TO BE RESILIENT SEATED WITH TAMPER' SWITCHES.' 3 V..
f il. ('TYP.) I;E: 352.60';
ADD
ETEREDING IN AGCORDANcE WITH L d Y :: ' S 3 INCH AND 1LAR,GER
10- METERED 3/4 INCHIBY- PASSDCVA -BY -PASS PETER (SHALL BE A3/4 INCH '� '�
SENSUS -ECR,: SRPOSITIVE. DISPLACEMENT PETER EQUIPPED WITH ,A .REMOTE DOIJ$I,E CHECKvALVE ASSEMBLY
I.E. IN.. ,
DETECTOR
READ SENSOR PLATE MOUNTED ON THE': OUTSIDE OF THE: BUILDING!WALL
t 448 6„ I 6" /NlfT 6" MIN. WTR. SEAL
11- SWING :TYPE GRAVITY CHECK' VALVE. FLANGE' WITH BALL' DRIP IN VAULT -
12- 4x 4' x 6" BULL, .',ELBOW, . THREADED it
13- UL LISTED. FIRE: DEPT.'. CONNECTION, UL LISTED BREAK AWAY CAPS,(' LOCATE WITHIN
6" OIJTLET I ". BAFFLES
I:E�" 352.00, r -. '
50' FEET MAXIMUM': OF A PUBLIC FIRE HYDRANT. �'' . 1 II� I I.E: 352.50' SW -( SAND A WATER ,
ON� SEPAA°ATOR
=PASS OCVA ,,MUST BE TESTED „ ., T TION MAIN DDCVA AND BY S AFTER FlELo INS ALLA 2 x STAINLFS REDUCER � CAPACITY: 365 GAL.
SATISFACTORILY BY A DEPARTMENT,OF HEALTH 'CERTIFlED BACKFLOW ASSEMBLY FLOW DIFFUSER TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ': CITY OF RENTON STEEL CLAMP W/ C BAFFLE : : W/ 49CU. FT. HOLDING
S.S: BOLTS ENGINEERING DEPARTMENT PRIOR TO :ACTIVATION OF NEW LINE. L CAPACITY.
INSTALL BRASS PLUGS AT ALL TEST COCKS. STANDARD' PLANSTYP.. OF 2 EA. END). OIL / WATER EST DATE: SEPARATOR
6/14/00' .EDITED TE %T AG '.AG lEr MIN.
REMOVED VALVES, EDITED TEXT AG AG TRAP SEAL
PRECAST CONCRETE VAULT, 6'- 0'X4'- 0'X3' -4 \"
DATE REVISION BY ABPR' DWG. NAME:. SP PAGE:. UTILITY VAULT Co. INC. # 660 -SA OR EQUAL
p : INSPECTION & ELEV:
SAMPLIN
G TEE 348.62'
GRIT /SLUDGE WATER VOLUMN (VERIFY)'
RETAINER _ 60 CU. FT. OR
448 GAL
WEIR QAv PRAIN SCHEMATIC
N.T.S.
NOTES:
SIZING CRITERIA FOR OIL & SAND SEPARATORS:
1. WASTE WATER SOURCE: 7 VEHICLES BAYS W/2 HOSE: BIBBS 0 15 GPM EACH
= 30 GPM (MAX.).',
2. VEHICLES /HOUR WASHED.: ASSUME 3'VEHICLES /HOUR.
3. SEPARATOR RETENTION TIME: 2 HOURS.
4. STORAGE: 1.5.
SIZING . FORMULA:
VEHIC. /HR. X FLOW RATE .X RETEN. TIME X STOR. FACTOR'. =SIZE (MINIMUM LIQUID CAPACITY.)
3 X 30 X 2 X 1.5' =270 GAL.. (MINIMUM LIQUID.. CAPACITY).
5367602.5 -ev"O.C4