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PROPOSED GROUND f .r- �-- z
2201 c.
� _._ :-- 220
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WATER CROSSING
I. E. - 209.81 I Q
210 - - - - - - - - -- - - - - -- - -_ - - 210
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SS CROSSING I
I.E. - 205.93
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70+ i1 71 + 00
PROFILE - ALIGNMENT 'H'
SCALE: 1 " r- 20' (H.), 1 " = 5' (V.)
WA -TER NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF
RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE
LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED
BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT
ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT --OF -WAY SHALL BE LIMITED
TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL
STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
IN
ADVANCE.
:
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
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NIPPLE: AND 2 -2' 900 BEND. SCREWED
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
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AT THIS POINT FIELD LOCATE
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LAND PLANNING
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CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
TWO PIECE CAST IRON VA ?.VE
E;QI'AL TO OLYMPIC' FOUNDR-i CO
c
STANDARD 8" TOP SECTION. WITH ',
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM
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AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR
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#78 ERLD FOUNDRY CC)
2" CLOSE NIPPLE
MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON
BETWEEN CAP OR PLUG \ \
Q
AND 2" 90' ELBOW
a
TEE AND 90' ELBOW
PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77
INtiTA;.L 4 MIL FOLti "E'CHti`LFN r
2" 90' ELBOW
PLASTIC G ,*OVER OVER WASHED
STANDARDS.
GRAVEL CUT HOLE FOR PIPE
w
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5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
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PROPOSED GROUND f .r- �-- z
2201 c.
� _._ :-- 220
- - - --
Q
z
to
+ I
WATER CROSSING
I. E. - 209.81 I Q
210 - - - - - - - - -- - - - - -- - -_ - - 210
i
SS CROSSING I
I.E. - 205.93
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L/ ) -
lD 00 1ri I
•- N
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N O,i N I
i t
I
70+ i1 71 + 00
PROFILE - ALIGNMENT 'H'
SCALE: 1 " r- 20' (H.), 1 " = 5' (V.)
WA -TER NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF
RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE
LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED
BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT
ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT --OF -WAY SHALL BE LIMITED
TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL
STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
IN
ADVANCE.
:
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
L.
« 0
NIPPLE: AND 2 -2' 900 BEND. SCREWED
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
oai v
AT THIS POINT FIELD LOCATE
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LAND PLANNING
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-
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CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
TWO PIECE CAST IRON VA ?.VE
E;QI'AL TO OLYMPIC' FOUNDR-i CO
c
STANDARD 8" TOP SECTION. WITH ',
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM
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TO
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AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR
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EXISTING C >RoON0 w
a ,
PROPOSED GROUND f .r- �-- z
2201 c.
� _._ :-- 220
- - - --
Q
z
to
+ I
WATER CROSSING
I. E. - 209.81 I Q
210 - - - - - - - - -- - - - - -- - -_ - - 210
i
SS CROSSING I
I.E. - 205.93
I i
L/ ) -
lD 00 1ri I
•- N
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N O,i N I
i t
I
70+ i1 71 + 00
PROFILE - ALIGNMENT 'H'
SCALE: 1 " r- 20' (H.), 1 " = 5' (V.)
WA -TER NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF
RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE
LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED
BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT
ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT --OF -WAY SHALL BE LIMITED
TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL
STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
IN
ADVANCE.
:
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
_
NIPPLE: AND 2 -2' 900 BEND. SCREWED
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
AT THIS POINT FIELD LOCATE
AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
I
ENGINEERING SURVEYING
FOR
UTILITY LOCATE CALL
I CONCRETE METER BOX
i
A L
48 -HOUR LOCATORS, 1- 800 -424 -5555.
11 11
LAND PLANNING
2" 90' ELBOW
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE
-
PLAN
`
CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
TWO PIECE CAST IRON VA ?.VE
E;QI'AL TO OLYMPIC' FOUNDR-i CO
15EE DWI; BR46 PAGE BC1901
GROUND LINE
STANDARD 8" TOP SECTION. WITH ',
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM
--
�
TO
quo - �-
2" GATE VALVE, SCRFWEI*-\
.
2 -1:.2" NS'1' (HOSE)
2" GALVANIZED
AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH --ON OR
PIPE 12" LONG
#78 ERLD FOUNDRY CC)
2" CLOSE NIPPLE
MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON
BETWEEN CAP OR PLUG \ \
Q
AND 2" 90' ELBOW
a
TEE AND 90' ELBOW
PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77
INtiTA;.L 4 MIL FOLti "E'CHti`LFN r
2" 90' ELBOW
PLASTIC G ,*OVER OVER WASHED
STANDARDS.
GRAVEL CUT HOLE FOR PIPE
� - -_-
18" LONG
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI /AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE
_
WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12
INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS
C
SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA
<
C110/A21.10 -82
c
OR ANSI /AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS
WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE
N
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IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82 OR A COMBINATION
OF
-
ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT
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THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN
ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF
THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH
-
SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3
Z
E--
OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR
-
=
AND
L
IL'
i
TRANSMITTED TO THE OWNER.
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6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE
IRON
BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE
a
AND
o
0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM
J�
WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE
j
`I
CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M &H. ALL VALVES 12"
j
IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER
'Y
�-'
STANDARD DETAIL FOR 12" GAVE VALVE ASSEMBLY VAULT AND 1" BYPASS
�t
INSTALLATION.
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210
SS CROSSING
I.E. = 205.95
-lr;l'4.ki
51 00. 1120
n
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I. E. = 210.86
CJ CJ
80 +00 81+00
PROFILE - ALIGNMENT T
SCALE: 1 - 20 (H.), 1 - S (V.)
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE)
CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF
5
INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH,
60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER
4.6263, 1 -1 INCH PENTAGON OPERATING NUT OPENED BY TURNING
COUNTER
CLOCKWISE (LEFT).
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM
COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12
INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW
FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE
LOWERED TO CLEAR.
9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL
BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE
"POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR
APPROVED
EQUAL, 2 LB /CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE
RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE
CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL
ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION.
9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO
MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE
WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL
BE
DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON.
9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY
THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER
SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN
ACCORDANCE
WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD
SPECIFICATIONS REFERENCED IN 1 ABOVE.
10. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A
PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY
ENGINEER'S OFFICE. TWENTY --FOUR HOUR NOTICE WILL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER
APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE
BEEN
MADE TO THE CITY OF RENTON.
13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE
CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED
WET
TAP CONTRACTORS WITH PRIOR APPROVAL OF, FROM THE DEPARTMENT OF
PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE
SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICA-
TIONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK -
FILLING ALL CONSTRUCTION, THE CONTRACTOR AS WELL AS THE
ENGINEERS
SHALL KEEP AS -BUILT DRAWINGS.
ROLL
20!b 2
J
a
- -I .'20
I
i
210
I
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1171 i
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15. CONTR ACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
ASSEMBLIES
FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN.
16• ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.)
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF
COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF
PUBLIC WORKS.
17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO
A
MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE
CU T.
ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND
DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF
TWO
INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
DAY
OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE
PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS, CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR
WRITTEN APPROVAL OF THE INSPECTOR.
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80
UNDER
IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE
80
PVC PIPE.
20. ALL DUCTILE IRON PIPE SECTIONS EXCEEDING 20% SLOPE SHALL HAVE
ONE PIPE ANCHOR PER CITY STDS.
21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE
PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE WATER MAIN IN ALL
AREAS TO BE FILLED.
FIRE' HII)RA -NT SHALL PE CORFY TYPE EQUAL TO IOWA F -5110
OR COIIrPEc'1.1N TYPE SUCH AS CLOW MEDALLION; M & H 929 - 78' TO 20" BEHIND RAI`k OF CURB
AND Wl7F! 1.ER SGIFER CENTURION 200 WITH 6" MECHANICAL JOINT OR I2_ BEHIND HACK OF 5111EWAI.F
INLET WI TI; LUGS � THAT IS ADJACENT TO CURB
N -I 4 MA:N ':DAVE OPENING TWO 2-1.2" HOSE CONNECTIONS
NaT1ONiI `TA"DARD THRA DS
9` PUMPER CONNECTWN CITY OF
SEATTLE THREADS WITII A STORTZ ADAPTER. 4• SEATTLE THREAD I TWO PIECE CA;-,T IRON VALVE 3OX WITH UTG T•IPE COVER
X s' STC'RTZ ATTACHED WIT11 1,8- STAINLEFF STEEL CABLE ov I EQVA_. TO OLYMPIC FOUNDRY CO 37ANDARD 8- TOP 3E•'nk)N WITH
1 -1,4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE REGULAR BASE SECTION LENGTH TO FIT VALVE Nlrr EICIFNSIt)N
PAINTFE: wIIH Two COATS 0Y PAINT PRESFEVATIVE ® 1 AS REQGIIRED ISEF DWG BR46 PAVE B090)
PAIN* N 13 655 SAFETY YEt2,OW (`R APPROVFD EQUAL MAX �
PI'MFER (-- UNNECTION To FACE ROADWAY A-SSEMHLY MIN 1 RAISED PAVF,IIFNT MARKER TYPE 88 A8
FIRE P'r DRANT EXTENSION TO BE USED IF RF,QlNRED / - MMSONITE TWO - WAY BI DE
12 MIN _ CONCRETE BLOCi;!NG
a�t
CONCRETE: BLOCKIN
- CAST IRON TFF. *IT" R•• FLANGE SIDE OUTLET.
8" GATE VALVE (FL X MJ1 AWWA 509, RESILIENT SEAT
d- DUCTILE IRON PIPE. IAq,S 52 CILWVNI LINED LENGTH TO FIT TWO 1,4
STEEL. TIE RODS SEE STD DETAIL FOR TIE RODS
Id- x 8" x 4" MINIMUM- �
CONCFETE BLOCK
LEVFI ALL GR01_*4D UNDER HYDRANT �-1 %9 CU- YD MA;;4FI) DRAIN ROCK i:l- TO 3/8-)
MIN 3' RADIUS EIRE H _rUAN_'r _ gMMQL]-
- LEVEL ALL OROU"
6" STORTZ /• MIN 3' RADIUS
ONE MAN ROCK- •
l
8
m _l zlu FIRE HYDRANT ASSEMBLY DETAIL.
HYDRANT LOCATION IN CUT 08 FILL ADOPTED
CITY OF FtTWn)N
SrANDA11>n PLANS
-_JAI �i.'• t e%R -m.lri R.!ormat to li zl'7 Pit' :,T i>JT DATE. 12/96
5; to krctrtd Pumpm vort -- Dc : T
8'15 • Corrected tut k CM o trot color. RTTI _pT
TE -�N Bti_ AFPR DWG `NAME BR24 SP PANE 9102
FR198
2" BEEHIVE STRAINER - /- 2 OPEN PA•tTERN, RFTI IRN REND
.- 2" GALVANIZED IRON PIPE FIELD LOCATE
2' UNION
T 2 ' GU)SE NIPPLE: 17' x28" CONCRETE METER 3OX WITH J 8 �'TEEL DIAMOND
CUT OPENING AS REQUIRED, 18- SHORT NIPPLE , 1'UTE COVER EQUAL TO FOG -TITE METER SEAL CU NO2 �
AFTER INSTAJ1ATInN, GROUT I 2'' ANION-, % / METER 13OX FIELD LOCATE
AROUND PIPE -- i
TEE
2" 90' BEND WITH CLOSE NIPPLE
BETWEEN BEND AND TEE BRONZE GATE VALVE. SCREWED EQUAL To RED WHITE VALVE CORP f
2" 90' ELBOW--` % FIG NO 280
2" GALVANIZED IRON PIPE TO FITi 2 -2" 90' BENDS WITH CLOSE NIPPLE BETWEEN BEN
2" GALVANIZED IRON PIPE �`! � • c o CLOSE NIPPLE
18" LONG 4 •0 o o 0 l''_
12'' MIN 4 o e0s - '- .�-- CORPORATION STOP 90' VENT) I P THREAD
�_ e! ,o i0 COPPER. EQUAL TO FORD FB 500
2" GALVANIZED IRON �
PIPE TO FIT
2" CAP WIT14 1/8 HOLE -' 2" 90' ELBOW - DOUDLE STRAP SERVICE CLAMP WITH
FOR DRAIN 2" IPS TAP TO FIT, EQUAL TO MUELLER CO
AIR AND VACUUM VALVE 2" ASSEMBLY - APCO
NO. 1452C OR EQUAL
WASHED GRAVEL. PASSING; 1 -1 , 2.. AND RETAINED ON 1 4' MESH FOR DRAIN
NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BF INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED. PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED
2" AIR & VACUUM RELEASE
VALVE ASSEMBLY
ADOPTED
C'RY OF RENTON
♦ � ' STANDARD PUNS
1►ST DATE. 12/96
DWI;, NAME BP51 SP PAGE:8095
WATER MAIN 7
f
IF 'kI)DITIONAL ADJUSTMENT IS
REQUIRED. INSTALL 2 -2' CLOSE
r
NIPPLE: AND 2 -2' 900 BEND. SCREWED
2" CLOSE NIPPLE-
AT THIS POINT FIELD LOCATE
ss101NV
I
ENGINEERING SURVEYING
ECG\
I CONCRETE METER BOX
A L
-
--- 2` CLOSE NIPPLE
LAND PLANNING
2" 90' ELBOW
2" 90« ELBOW -- •A :.
.�•R• -�;,I; .: 2" GALVANIZED PIPE AS REQUIRED
CONCRETE. BLOCKING �r
PLAN
STAMP NOT VALID UNLESS SIGNED & DATED
VALVF NUT EXTENSION AS REQUIRED
TWO PIECE CAST IRON VA ?.VE
E;QI'AL TO OLYMPIC' FOUNDR-i CO
15EE DWI; BR46 PAGE BC1901
GROUND LINE
STANDARD 8" TOP SECTION. WITH ',
% CONCRETE SIDEWALK
--, 6" MAX j-- - -- /`
RFGULAR BASE SECTION LENGTH
�
TO FIT
quo - �-
2" GATE VALVE, SCRFWEI*-\
.
2 -1:.2" NS'1' (HOSE)
2" GALVANIZED
BLOW-OFF AN
PIPE 12" LONG
#78 ERLD FOUNDRY CC)
2" CLOSE NIPPLE
2'.x2 "x2" TEE
BETWEEN CAP OR PLUG \ \
2" CLOSE NIPPLE BETWEEN
AND 2" 90' ELBOW
a
TEE AND 90' ELBOW
INtiTA;.L 4 MIL FOLti "E'CHti`LFN r
2" 90' ELBOW
PLASTIC G ,*OVER OVER WASHED
Q" GALVANIZED PIPE
GRAVEL CUT HOLE FOR PIPE
� - -_-
18" LONG
18" MAX *70
V&D*
10 CU_ FT WAtiHED GRAVFI PASSING, -------/
1 -1 2" AND RETAINED ON 1 4" MESH
FOR DRAIN _V, -MJON
PERMANENT Z' BLOW - -TIFF ASSEMBLY
2" CAP WITH 1, 8" (FOR 8" MAINS AND SMALLER)
TAP FOR DRAIN ADOPTED
Crff OF RENTON
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RECOMMENDED
FOR APPROVAL
BY
BY
BY
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DALEY- MORROW- POBLETE, INC.
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: (253) 333 -2200; FAX: (253) 333 -2206
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ENGINEERING SURVEYING
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LAND PLANNING
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[EXPIRES 9 JAN
2006
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STAMP NOT VALID UNLESS SIGNED & DATED
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SCANNED MAY 0 12006
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