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a" POST INDICATOR VALVE (MJxMJ)
PAINTED BLUE "
2 -3/4 SHACKLE BOOS PER
4" 9 BEND MJ CITY OF REVLON SPECIFICATIONS
4 "x 2 1 /2" FIRE DEPARTMEN 1 DOUBLE 0' )
J Q
CONNECTION FOR STAND PIPE W
= 4 4" ADAPTER, FL.x SCREWED ONE EACH SIDE ONE EACH ES CAST IRON HOSE CAPS.
DE EQUAL TO GR NNEL FIG.
U ti PRECAST CONCRETE VAULT WITH 3 - 3'x 3 4% 4"x 6" BULL HEAD TEE, FL. 1682 WITH HOSE CAPS FIG. 1333. " 13 LF 4" D.I. �— 4 90' BEND (MJ)
� ...� HINGED STEEL PLATE COVERS.
" " 6" PIPE FL.x FL. " 12 7' -O"
w DIMENSIONS 5'-8"x 11 -2 x 7 -2 EQUAL TO 6 SWING TYPE GRAVITY OPERATED —
d W Z UTILITY VAULT OR EQUAL
2'-0" LONG CHECK VALVE, FL. EQUAL TO
4" FLxMJ ADAPTOR,
_ 18" FOR 10" ASSEMBLY MUELLER CO. A- 2600 -6 WITH BALL o
1—
CD 17 1 2" FOR 8" ASSEMBLY `r
THE BY —PASS ASSEMBLY SHALL BE / 3' —p" DRIP VALVE AT BOTTOM
W +� � 18 1 2" FOR 6" ASSEMBLY " LADDER WITH
M cn INCLUDED AS PART OF THE DETECTOR / INSTALL EPDXY NON- SHRINK GROUT (TYP.) 4 FLxW ADAPTOR .� w
W Z DOUBLE CHECK VALVE ASSEMBLY. I�- -11 - 2 6" PIPE, FL.x FL. 3'0" LONG •• SUPPORT BARS 2 -4
w W 0 w 10 ", 8" OR 6" FL.x P.E. 6" & 8" ASSEMBLY. PER OSHA
Z z 6 SHORT RADIUS 90 BEND FL.
W PIPE WITH COLLAR 18" (� 10" ASSEMB08% 6" REDUCING
� OC g FROM P.E. � -{� --
39-211 •� 90' BEND, FL. NON-SHRINK
Z � 10 ", _ 3' -8" LONG 12' ., 6 90' BEND FL. : • : .
W 8" 3'--6" LONG o EPDXY
Y LL- 6" - 4' -0" LONG GROUT 2' -4"
5'-- -�► 4" TEE (MJxFL) ;
4" TEE (FL)
W 12 ALL AROUND —
W �� (•,; ... DEADMAN BLOCK
0 u A- A 2- 6 I REQUIRED. DEADMAN BLOCK
j • � " ., .. REQUIRED WITH
3 10 8",6" FL x MJ ADAPTOR
CONCRETE BLOCKING —�� " PRECAST CONCRETE VAULT WITH 2 3 "x3" HINGED SHACKLING TO TEE
ui 10 ASSEMBLY 10 x10 " x8 TEE FL. STEEL PLATE COVER. OUTSIDE DIMENSIONS
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES 8" ASSEMBLY 8 "x8 "x6" TEE, FL.
SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES ELAN 6" ASSEMBLY 6'x6 "x6" TEE, FL. 4'- 8 "x7' —O . (EQUAL TO PIPE INC., OR UTILITY VAULT
2 AND TEST COCKS. AND APPROVED CROSS— CONNECTION WITH 57 -7L —B, 2 3'x3' DIAMOND PLATE DOORS)
_ � CONTROL ASSEMBLIES PER D. S.H.S. LATEST APPROVED LIST. 10 ", 8 ", OR 6" GATE VALVE, .
FL.x MJ, WITH INDICATOR POST. TOUCHREAD PITLID SENSOR
_ DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. INDICATOR POST VALVE SAME SIZE " " " MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX,
V; AS DOUBLE CHECK VALVE 6 ,4 OR 3 GATE VALVE (FLxFL) NON- RISING STEM
W 10 ", 8 ", OR 6" FLANGED COUPLING ADAPT (MUELLER CO. OR EQUAL). WITH HAND WHEEL EQUAL TO MUELLER CO.A- 2380 -6. " " COVER EQUAL TO OLYMPIC FOUNDRY CO.
EQUAL TO ROMAC. " " .• 3 4 REGUDLAR BASE OSECTONIOLENGTIH
V < <� 10 8 OR 6 DUCTILE IRON CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT. TO FIT.
a VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090)
a 6" OR 4" (FLxPE) CEMENT LINED
w v, DUCTILE IRON PIPE CLASS 52 6 4" OR 3" GATE VALVE
F� N
!� /""1 a (FLxMJ) EQUAL TO MUELLER
0 3' -6" LONG WITH COLLAR 20" FROM
P.E. EQUAL TO THOSE SUPPLIED BY CO. A- 2380 -20.
PACIFIC WATER WORKS CO. INC. F
�Z _ F77 -1
W a NOTE:
3,. „�, I 1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING 12" AROUND 14"
36 TO 42 0
I 2. 4 IRON CEMENT LINED " AND LARGER BENDS AND TEES TO BE CAST 6" OR 4" PExPE CEMENT UNED
M _4 12" DUCTILE IRON PIPE CLASS 52.
rn _ .,
C LENGTH TO FIT.
'aid 3. TEMPORARY SUPPORT SHAH BE PROVIDED UNDER
C .4 6" PIPE VALVES AT THE TIME OF INSTALLATION TO CENTER 6" OR 4" FLEXIBLE FLANGED
a 18" FOR 10" ASSEMBLY _ 2'_6" 3' -2" FL. x SCREW THE PIPE IN VAULT OPENING. AFTER COMPLETE COUPLING ADAPTOR, ROMAC OR
17 112 ; FOR 8" ASSEMBLY INSTALLATION REMOVE THE TEMPORARY SUPPORT APPROVED EQUAL.
18 112 FOR 6 ASSEMBLY I AND INSTALL CONCRETE SUPPORT PAD OR 6 ",4" OR 3" COMPOUND WATER METER (FL) PADS OR ADJUSTABLE >!: EQUAL TO SENSUS SRH COMPOUND METER WITH
7' -2" ADJUSTABLE PIPE SUPPORT. TOUCHREAD PITLID REGISTER do SENSOR. PIPE SUPPORTS.
4. INSTALL GALVANIZED LADDER FOR ACCESS. REDUCE AT METER WITH 4 "X3" FLxFI
a
NOTES: CONCENTRIC REDUCER. SLOT BOTH SIDES do CLEAR ACCESS OPENING
o ffii V-1.1 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND DEADMAN BLOCK SHALL BE DESIGNED BOTTOM OF VAULT
6" 90' BEND FL. BY-PASS DCVA MUST BE TESTED SATISFACTORILY AND INSTALLED SO IT BEARS AGAINST _
2' -11 " BY A DEPT. OF HEALTH CERTIFIED BACKFLOW SUFFICIENT UNDISTURBED EARTH SO AS TO
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED SUPPORT THE DESIGNED THRUST. NON- SHRINK
6" MIN. DRAIN TO GALVANIZED STEEL LADDER TO CITY OF RENTON WATER UTILITY ENGINEERING GROUT (1YP)
DAYLIGHT OR STORM DEPT. PRIOR TO ACTIVATION OF NEW LINE.
- DRAIN SYSTEM WITH �, , � _ _ GENERAL NOTES: o
CATCH BASIN OR MANHOLE 6. INSTALL. BRASS PLUGS AT ALL TEST COCKS �� Y O ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT Y O,�
`a COMPACTED FOUNDATION GRAVEL END VIEW �i `'� SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR INLET OUTLET
- l ) + PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE d PRE CAST
\�
REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION.
I THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH ��� -��0� DMDER
W OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH N
a a CLEARANCE SHALL BE A MINIMUM OF 12 " FROM THE ENDS AND THE SIDE
Y W NTS CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD NTS
TOP OF MANHOLE COVER,
611 V A DETAILS). 3 watel' Meter _._ - 13 -1 FLUSH W/' ADJACENT
x o GRADE (TYP. 3)
PLAN
O ° O
8 E FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
z 3" VENT. SEE PLAN
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 - 18" TO 20" BEHIND BACK OF CURB GREASE INTERCEPTOR NOTES . FOR CONTINUATION " AND MUELLER SUPER CENTURION 200 WITH 6 MECHANICAL JOINT oR 12 BEHIND BACK of SIDEWALK GAS TIGHT MANHOLE FRAME 6 INSPECTION TEE
a INLET WITH LUGS. " THAT IS ADJACENT TO CURB & COVER, MIN 24 "0 I.J.,
PVC TYPE PIPE (TYP3) PROVIDE CLEANOUT BOX
Q 5 -1/4 MAIN VALVE OPENING. TWO 2 -1/2 HOSE CONNECTIONS 1. INTERCEPTOR do MANHOLES SHALL BE RATED FOR H2O LOADING. ADJUST TO GRADE (TYP 3)
NATIONAL STANDARD THREADS. 4 PUMPER CONNECTION CITY OF 2. SEAL ALL PIPE PENETRATIONS W/ NON- SHRINK GROUT OR CAULKING. VAULT SHALL BE Is � - _x -_ — ' I I 1 .1 1 - A v
w SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD TWO - -PIECE CAST IRON VALVE BOX WITH LUG TYPE FLEXIBLE Al
Q " " COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD WATERPROOFED W/ COAL TAR COATING OR EPDXY, OR UTILITY DEPT. APPROVED EQUAL. CONNECTOR ' '' _ _ _ ' 4. ' ''
X 5 STORTZ, ATTACHED WITH 1/8* STAINLESS STEEL CABLE. a v 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH
1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE O TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE 3. FIXTURES SERVED: ONE COMPARTMENT SINK, ONE DISHWASHER, 1 FLOOR RECEPTOR. (TYP)
• - - - - -
PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE MAX 4" DWG BR46 ; PAGE B090). 4. STRAIGHT
PAINT No. 43--655 SAFETY YELLOW OR APPROVED EQUAL. ) INTERCEPTOR SERVED: PER APPENDIX H OF UNIFORM PLUMBING CODE
MIN 2" INTERCEPTOR ''
M PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. RAISED PAVEMENT MARKER TYPE 88 A8 NO. OF MEALS WASTE RETENTION STORAGE SIZE ! '' ,
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. SIIMSONITE TWO -WAY BLUE. PER PEAK HOUR X FLOW RATE X TIME X FACTOR - (LIQ. CAP.) LIQUID
7 to Uf) LO � � L] Ln N
�oOO Q a o o c� LEVEL .4-
'1 °' 'J) `" °° 0p " 42" MIN CONCRETE BLOCKING L
200 X 6 X 2.5 X 1 3000 GALLONS .
Ln Ln � BURY •' 3000 GALLON GREASE
6 MIN.
no C> c� r� a a .�
CONCRETE BLOCKING % 5. SELECTED INTERCEPTOR: MINIMUM 3000 GALLON CAPACITY • • ' INTERCEPTOR, PRE CAST
6. CONTRACTOR SHALL VERIFY WRT ELEVATIONS PRIOR TO BEGINNING WORK. 4" '' 12" MIN (TYP) 4• ',° ' CONCRETE TANK
MIN. N UTILITY VAULT 112 -GA
Q 7. MANHOLES do CLEAN OUTS SHALL HAVE WATERTIGHT LOCKING LIDS & CONCRETE COLLARS.
F 1- A
• - - - - � MIN. 12w COMPACTED
8. DIMENSIONS SHOWN ARE APPROXIMATE, AND MAY VARY DEPENDING ON MANUFACTURER.
o CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 9. CONTRACTOR RESPONSIBLE TO VERIFY PIPING INVERTS AND ELEVATIONS OF GREASE - r� �_
N N�_ w PEA GRAVEL BENEATH
V 6 GATE VALVE (FL X MJ) INTERCEPTOR TO ALLOW PROPER OPERATION. 4 " MIN. -
� AWWA C -509, RESILIENT SEAT
oc - 10. CONTRACTOR SHALL OBTAIN INSTALLATION REQUIREMENTS FROM AHJ AND MEET ALL OF THEIR 2/3 LENGTH 1 /3 LENGTH NTS
REQUIREMENTS. Grease hercoor
E _ SECTION
t i L, r w w 6 DUCTILE IRON PIPE, CLASS 52
N 16 x 8 x 4 MINIMUM CEMENT LINED, LENGTH TO FIT TWO , 'C Y
4 CONCRETE BLOCK 3 4 STEEL TIE RODS. SEE STD C, ��� C. A SHEET
M _ UNDER F+rORAr� ti o Kennydale Elementary School
o�TAIL FOR TIE Roos.
lozz ��� TER N DEEM w •� »oo NE zetn su..t, Renton, We
,T COVGNLINPOR LV �.,
a
i t" 1/3 CU. YD. WASHED DRAIN ROCK (3w TO 3/81 � N � A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y
a o n' n WATER AND
413 PINE STREET - SINTE 300 P: 206/343 -0460
FIRE HYDRANT ASSEMBLY NTS SEATTLE, WA 9e1 ol F: 206/343 -5691 .;;�'�4�' �w�
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