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A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
STA 4+04.35 7.00'L STA 52+54.19 5.00'R
INSTALL TEMPORARY 8'x8" VERTICAL CROSS (MJxMJ) FOR INSTALL TEMPORARY 8"X8" VERTICAL CROSS (MJXMJ) FOR
REMOVAL OF POLYPIGS PER CITY OF RENTON STD. PLAN 300.6 I w REMOVAL OF POLYPIGS PER CITY OF RENTOR STD PLAN 300 6
51+00 52+00
CHELAN PLACE NE WATER PROFILE
55
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL-
""""""` "" `"' 1"'"i
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PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
„ '
W '
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
-
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL
1" = 5'
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
INSTALL
433.3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
1.7'
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWAUj
DURING THE 2 HOUR TEST PERIOD.
PVI
STA: 51+68.15
E81W
_
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
BLOW -OFF ASSEMBLY PER C.O.R. STANDARD DETAIL 340.2
436.6±
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
STORM/6"
WATER UTILITY NOTES AND SPECIFICATIONS i
`
PVI
ELEV: 436.077
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BLOW -OFF ASSEMBLY PER C.O.R. STANDARD DETAIL 340.2
PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE
(SEE SHEET C14.0)
SOURCE: CITY OF RENTOR AMENDMENTS TO THE KING CO SWDM,
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
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WW:::::::::
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K: 69.68
(SEE SHEET C14.0)
REFERENCE 7-B
EX 4" KCWD 90 WATER MAIN.
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL.
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ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
REQUIRED FOR SCHEDULING.
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CONTRACTOR AND TRANSMITTED TO THE OWNER.
'
LENGTH:
150.00
GRAD
BREAK STA = 52 54.19
50
(PROTECT IN PLACE)
::. .
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
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FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
27. ALL JOINT RESTRAINT SYSTEMS SHACKLE RODS, NUTS, BOLTS,
(
W W
LOW POINT
STA: 51+73.47
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
=
ELEV 436.94
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
TIGHTNESS UNDER TEST PRESSURES.
ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
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W W
LOW
POINT ELEV: 436.48
COMPANY OF COLUMBUS OHIO ORAPPROVED IN WRITING
BY THE PUBLIC WORKS DEPARTMENT.
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-
INSTALL 8" GATE VALVE (MJ)
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100± LF - 8" CL -52 D.I.P.
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RENTOR STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
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FFE 437.50
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
(SEE CHELAN AVE NE WATER
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
CONSTRUCTION.
TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
W
+
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING C��'o4 WAS,
PLAN & PROFILE, SHEET C13.0)
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LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
EXPANSION JOINT. f
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29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
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DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO
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911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN
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, , BE PLACEDTO CITY OF RENTOR POLICYWITHIN 10 DAYS. CALL FOR [�
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PROPOSED 1" WATER METER (TYP)
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INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. O 34371
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U-3
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.,`
30 CITY SUCH AS TELEMETRY THE PVC PIPE,IONaC�
STA 52+21.65 5.0'R
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
W W W
LL BE ALL CHEMICAL PROCESS LINOJECTS
ES BE SCHEDULE SUIT,
USED SHAFOR
(SEE METER BOX LOCATION TABLE
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STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE
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DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
INSTALL 8" GATE VALVE (MJ)
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EX. SSMH #5169, TYPE 1-48" I
800-424-5555.
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
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WATERMAIN 12 INCHES AND LARGER SHALL BE ATA MINIMUM OF 48
433.3±
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RIM 433.40
8" IE 422.94 (IN -N)
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
GENERAL CONSTRUCTION NOTES
II
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WATERMAINS ARE TO BE LOWERED TO CLEAR.
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8" IE 422.88 (OUT -S)
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE
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CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS TEE AND VERTICAL BENDS SHALL BE
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40
(FIELD VERIFIED)
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AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM
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ON THE PLANS.
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR
(REF #S-332504)
2. WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE DUCTILE IRON CL -52 TYTON JOINT (PUSH -ON)
1
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
IQ- 1
PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES
EXISTING GRADE @
W W
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
END, THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
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RIGHT OF WAY
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3. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH
CONCRETE
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CENTERLINE (TYP)
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28± LF - 811.
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
/.,
3
PROPOSED GRADE @
35
CL -52 D.I. P..
D
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FFE 437.00
RIGHT OF WAY
W W
CENTERLINE (TYP)
POINT OF CONNECTION #2
---
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1.1�/Q
---- -----
-36" (MIN.)
----
----------
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1.00%
I.P. CL -52
33± LF - 8" D.I.P. CL -52
103± LF - 8" D.I.P. CL -52
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PIPE
CROSSING #1
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TABLE
THIS SHEET
SEE
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PIPE CROSSING #2
SEE TABLE THIS SHEET
PIPE CROSSING #5
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SEE TABLE THIS SHEET
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PROPOSED SEWER
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MAIN EXTENSION
PIPE CROSSING
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SEE TABLE THIS
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FOR DETAILS)
PIPE CROSSING #3
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SEE TABLE THIS SHEET
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STORM
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EXISTING GRADE
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PROPOSED GRADE
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51+00 52+00
CHELAN PLACE NE WATER PROFILE
55
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL-
""""""` "" `"' 1"'"i
o
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
„ '
W '
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
-
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL
1" = 5'
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
INSTALL
433.3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
1.7'
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWAUj
DURING THE 2 HOUR TEST PERIOD.
W
CI10-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH
E81W
_
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
BLOW -OFF ASSEMBLY PER C.O.R. STANDARD DETAIL 340.2
436.6±
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
STORM/6"
WATER UTILITY NOTES AND SPECIFICATIONS i
`
W W
CI10/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
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BLOW -OFF ASSEMBLY PER C.O.R. STANDARD DETAIL 340.2
PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE
(SEE SHEET C14.0)
SOURCE: CITY OF RENTOR AMENDMENTS TO THE KING CO SWDM,
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
o
_.
WW:::::::::
W W
;: ;
(SEE SHEET C14.0)
REFERENCE 7-B
EX 4" KCWD 90 WATER MAIN.
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL.
vi
ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
REQUIRED FOR SCHEDULING.
o
CONTRACTOR AND TRANSMITTED TO THE OWNER.
'
m
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE
TIE-IN.
1DISC
50
(PROTECT IN PLACE)
::. .
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
27. ALL JOINT RESTRAINT SYSTEMS SHACKLE RODS, NUTS, BOLTS,
(
W W
Y
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
TIGHTNESS UNDER TEST PRESSURES.
ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
Q
W W
PLANNING BUILDING PUBLIC WORKS DEPARTMENT AND THE LATEST
/ /EQUAL,
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
LOT 5 STA 52+21.65 5.0'R
COMPANY OF COLUMBUS OHIO ORAPPROVED IN WRITING
BY THE PUBLIC WORKS DEPARTMENT.
J_
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
"
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TOA
INSTALL 8" GATE VALVE (MJ)
W
T
100± LF - 8" CL -52 D.I.P.
RENTOR STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
z
FFE 437.50
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
(SEE CHELAN AVE NE WATER
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
CONSTRUCTION.
TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
W
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING C��'o4 WAS,
PLAN & PROFILE, SHEET C13.0)
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
EXPANSION JOINT. f
y
AIRCRAFT CABLE.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO
N
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN
i
, , BE PLACEDTO CITY OF RENTOR POLICYWITHIN 10 DAYS. CALL FOR [�
W W
W
00
oSUBGRADE
I
PROPOSED 1" WATER METER (TYP)
* y
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. O 34371
45
12
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.,`
30 CITY SUCH AS TELEMETRY THE PVC PIPE,IONaC�
N
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
W W W
LL BE ALL CHEMICAL PROCESS LINOJECTS
ES BE SCHEDULE SUIT,
USED SHAFOR
(SEE METER BOX LOCATION TABLE
o
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE
a
DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
W
THIS SHEET FOR LOCATION DETAILS) ~
EX. SSMH #5169, TYPE 1-48" I
800-424-5555.
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
W W
WATERMAIN 12 INCHES AND LARGER SHALL BE ATA MINIMUM OF 48
o
RIM 433.40
8" IE 422.94 (IN -N)
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
GENERAL CONSTRUCTION NOTES
I
"
W W
W
WATERMAINS ARE TO BE LOWERED TO CLEAR.
8" IE 422.88 (OUT -S)
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE
V'
W y
CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS TEE AND VERTICAL BENDS SHALL BE
PER CITY OF
40
(FIELD VERIFIED)
RENTON STD. PLANS 330.2 AND 330.3.
m
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED
AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM
o
ON THE PLANS.
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR
(REF #S-332504)
2. WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE DUCTILE IRON CL -52 TYTON JOINT (PUSH -ON)
1
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
OF "PIG" ONLY.
PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES
CONFORMING TO AWWA C1 10 AND C111 OR LATEST REVISION,
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
END, THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES OF ROMAGRIP OR APPROVED EQUAL.
r
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A
3. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH
CONCRETE
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BLOCKING PER CITY OF RENTON STANDARD PLANS.
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W W
y WI
�' W W
LOT 6
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON
28± LF - 811.
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
/.,
3
7 CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED
35
CL -52 D.I. P..
D
I
FFE 437.00
I f
W W
POINT OF CONNECTION #2
STA 2+91.08. 19.91' L
130
125
120
52+70
1 20 10 0 20 40
SCALE: 1" = 20'
16' ;
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LOT 4
33± LF - 8" FFE 438.00
CL -52 D.I.P..
PC5
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SCALE: HORIZONTAL: 1" = 20'
""""""` "" `"' 1"'"i
o
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
APPROX.
VERTICAL
SEPARATION
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
VERTICAL:
1" = 5'
LISTED IN CITY OF RENTOR STANDARD PLANS &SPECIFICATIONS
433.3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
1.7'
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWAUj
DURING THE 2 HOUR TEST PERIOD.
/o
CI10-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH
E81W
432.0
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
INJECTION OFA 50 PPM (MINIMUM CONCENTRATION)
436.6±
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
STORM/6"
WATER UTILITY NOTES AND SPECIFICATIONS i
`
w
CI10/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
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432.7
PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE
7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
SOURCE: CITY OF RENTOR AMENDMENTS TO THE KING CO SWDM,
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
o
_.
WW:::::::::
CL
;: ;
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
REFERENCE 7-B
IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL.
vi
ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
REQUIRED FOR SCHEDULING.
o
CONTRACTOR AND TRANSMITTED TO THE OWNER.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
m
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE
TIE-IN.
1DISC
::::::::::::Q::::::
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
::. .
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
27. ALL JOINT RESTRAINT SYSTEMS SHACKLE RODS, NUTS, BOLTS,
(
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
Y
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
TIGHTNESS UNDER TEST PRESSURES.
ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
Q
PLANNING BUILDING PUBLIC WORKS DEPARTMENT AND THE LATEST
/ /EQUAL,
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ
ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ
COMPANY OF COLUMBUS OHIO ORAPPROVED IN WRITING
BY THE PUBLIC WORKS DEPARTMENT.
J_
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TOA
W
T
.... ..........
RENTOR STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
z
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
CONSTRUCTION.
TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING C��'o4 WAS,
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
EXPANSION JOINT. f
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT
AIRCRAFT CABLE.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO
N
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN
PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR
, , BE PLACEDTO CITY OF RENTOR POLICYWITHIN 10 DAYS. CALL FOR [�
00
oSUBGRADE
THE RIGHT OF WAY.
APPROVED EQUAL.
* y
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. O 34371
12
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.,`
30 CITY SUCH AS TELEMETRY THE PVC PIPE,IONaC�
N
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON
LL BE ALL CHEMICAL PROCESS LINOJECTS
ES BE SCHEDULE SUIT,
USED SHAFOR
o
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE
a
DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A
80 PVC PIPE UNDER IMPROVED AREAS. 4/25/18
800-424-5555.
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
WATERMAIN 12 INCHES AND LARGER SHALL BE ATA MINIMUM OF 48
o
SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
GENERAL CONSTRUCTION NOTES
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
WATERMAINS ARE TO BE LOWERED TO CLEAR.
-If
r
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE
V'
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS TEE AND VERTICAL BENDS SHALL BE
PER CITY OF
OTHERWISE APPROVED BY THE CITY OF RENTOR PUBLIC WORKS
DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES
RENTON STD. PLANS 330.2 AND 330.3.
m
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED
AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM
o
ON THE PLANS.
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR
2. WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE DUCTILE IRON CL -52 TYTON JOINT (PUSH -ON)
1
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
OF "PIG" ONLY.
PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES
CONFORMING TO AWWA C1 10 AND C111 OR LATEST REVISION,
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
END, THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES OF ROMAGRIP OR APPROVED EQUAL.
r
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A
3. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH
CONCRETE
rn
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
BLOCKING PER CITY OF RENTON STANDARD PLANS.
N
o
WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
3
7 CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED
o
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE
o
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
APPROX.
VERTICAL
SEPARATION
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
1
ACCORDANCE WITH ANSI/AWWA C104142114-90. IF FITTINGS ARE 3
LISTED IN CITY OF RENTOR STANDARD PLANS &SPECIFICATIONS
433.3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
1.7'
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWAUj
DURING THE 2 HOUR TEST PERIOD.
/o
CI10-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE
432.0
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
INJECTION OFA 50 PPM (MINIMUM CONCENTRATION)
436.6±
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
STORM/6"
ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
w
CI10/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR
432.7
PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE
7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
0.5'
WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE
ABOVE.
o
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
SEWER/6"
CL
AWWA CI10/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
o
WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF
CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
vi
ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
REQUIRED FOR SCHEDULING.
o
CONTRACTOR AND TRANSMITTED TO THE OWNER.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
m
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE
STARTING NEW CONSTRUCTION.
1DISC
WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
t
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
Y
SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
Y
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
COMPANY NO. A2380 ORM & H.
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF
Liv
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
PIPE
TOP PIPE SIZE/
NETWORK
CROSSZNG
BOTTOM OF
TOP PIPE
TABLE
BOTTOM PIPE SIZE/
NETWORK
TOP OF
BOTTOM PIPE
APPROX.
VERTICAL
SEPARATION
PIPE
CROSSING #
FG ELEV:
1
437.1±
WATER/8"
433.3
SEWER/6"
431.6
1.7'
2
436.6±
WATER/8"
432.7
SEWER/6"
432.0
0.7'
3
436.6±
WATER/8"
432.7
STORM/6"
431.4
1.3'
4*
436.6±
WATER/8"
432.7
SEWER/6"
432.2
0.5'
5*
436.7±
WATER/8"
432.8
SEWER/6"
432.3
0.5'
6
433.3±
WATER/8"
429.1
SEWER/8"
423.5
5.6'
* ETHAFOAM PAD REQUIRED
Liv
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
LOCATION
STATION
PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY
o
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL
THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
o
JOINT INLET AND A MAIN VALVE OPENING (M. V. O.) OF 5-1/4 INCH,
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM
LOT 3
TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND
j
THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER
MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE
52+03.65
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60
ON-SITE PRIOR TO CITY NOTIFICATIONS.
CHELAN PLACE NE
DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875
8.8'L
i
AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
X
PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
51+51.71
CLOCKWISE (LEFT).
TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN
,;;
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR,
z
AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
W
NO. REVISION
WATER METER BOX
LOT # ALIGNMENT
J
OFFSET
LOCATION
STATION
LOT 1
CHELAN PLACE NE
51+00.11
10.0' R
LOT 2
CHELAN PLACE NE
51+04.61
9.9'R
LOT 3
CHELAN PLACE NE
52+03.65
8.8'R
LOT 4
CHELAN PLACE NE
52+03.65
8.8'R
LOT 5
CHELAN PLACE NE
52+08.71
8.8'L
LOT 6
CHELAN PLACE NE
52+06.71
8.8'L
LOT 7
CHELAN PLACE NE
51+51.71
8.8'L
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK
#RENT159
BRASS DISK IN CONCRETE
RECESSED 0.6' BELOW THE TOP OF
MONUMENT CASE AND COVER IN
THE CENTER OF THE INTERSECTION
AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
SURVEYED: SCALE:
BEYLER CONSULT.
"=
DESIGNED: 1 20'
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
PC4
PC3
103± LF - 8"
CL -52I D.I.P.
PC2
FFE 438.50
LOT 2
STA 51+18.05 4.25'R FFE 438.00
1 - 8" D.I. 22.50 BEND (MJ)
\ W/ THRUST BLOCKING
21+94
\ X "'.\ . . . - _ _ _ _
\ 0 75± LF - 8"
CL -52 D.I.P. EXISTING 8" VERTICAL CROSS (MJ)
\ \ WITH 8" PLUGS (MJ) (2 EACH)
w \ WITH 2" BLOW OFF ASSEMBLY
TO BE REMOVED
PCI
\ LOT 1
FFE 438.50
POINT OF CONNECTION #1
STA 50+43.12, 7.83'R
8" - 22.50 D.I. BEND (MJxMJ W/ PExPE
DI SPOOL PIECE) _
1 - 8" GATE VALVE (MJxMJ W/ PExPE DI
SPOOL PIECE)_
W/ THRUST BLOCKING
CONNECTION TO EXISTING MAIN SHALL
BE PER CITY OF RENTON DETAIL 300.5
(SEE SHEET C14.0)
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.
•
c
Know what's below. BEYLER
Call before you dig. CONTACT CONSULTING
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH
STREET BETWEEN CHELAN AVENUE NE AND
DUVALL AVE NE PER CITY OF RENTON SHORT
PLAT RECORDED UNDER RECORDING NUMBER
20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD
FIELD TRAVERSE METHODS FOR CONTROL AND
STAKING.
CITY OF
(�R] RENTOR
Planning/Building/Public Works Dept.
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
W-392401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING . . WATER UTILITY
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LaL
es 04/30/2018 Abdoul Gafour 04/30/2018 Q
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
WATER PLAN & PROFILE
DUVALL AVE NE
J
O
DATE:
12/14/2017
1:
C/)
FIELDBOOK: NA
PAGE: NA
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DRAWING NO:
C12
CO
SHEET: 12 OF: 19
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20 10 0 20 40
SCALE: 1" = 20'
EXISTING ROAD WEST OF CL - ESTIMATED
EXISTING GRADE ABOVE EXISTING GRADE (NO EDGE OF ROW
PROPOSED D.I.P. TOPOGRAPHIC INFORMATION)
44
PROPOSED FIRE
HYDRANTASSEMBLY
PER COR 310.1
EXISTING 12" RCP
IE 435.4
(TO BE REMOVED)43
CONCRETE THRUST
BLOCK PER COR 310.1
(TYP)
CAST IRON VALVE BOX
PER COR 310.1
43
5II
1
I
L
J
APPROX.
OF EX,
1
O
DATE:
12/14/2017
POINT
OF CONNECTION #3
1
MAIN
(P
STA 103+86.42, 25.00'R (DUVALL AVE NE)
16x8 TAPPING TEE (MJ X FL)
60f LF - 8" D.
P. CL -52
W/ (1) 8" TAPPING VALVE (FL X MJ)
EXISTING GRADE
EXISTING EDGE OF ASPHALT
PROPOSED GRADE @
PER C.O.R. DETAIL 300.1
DIRECTLY ABOVE
W/ THRUST BLOCKING
.....::::::::::::::i
APPROX. LOCATION
8"x6" TEE (MJxFL)
i
U -)r\
OF EX. 16" WATER
W/ (1) 6" GATE VALVE (FLxMJ
K
MAIN (PER W-2950)
W/ PExPE DI SPOOL PIECE),
1 8" PLUG MJ W
36"
(MIN.)
'
W/ THRUST BLOCKING✓
6400D.
-
-52
O
84
__j_U
f -5�
F-$.DLp-C
�-
60f
LF 8" I.P. CL
INSTALL HYDRANT ASSEMBLY
a
PER COR 310.1 W
5.6'
8t LF - 6"
STA 103+86.42
(COORDINATE FLANGE
(PIPE CROSSING
#6)
CL -52 D.LP.:;;
w
ELEVATION WITH CITY PRIOR TO
i
............::
INSTALLATION) w
:::::
(SEE SHEET C11.0)
W
W W
�I
0'1
1 1 ' "'........
NOTE: TEMPORARY BOLLARDS MAY
BE REQUIRED TO PROTECT HYDRANT
EXISTING 12" RCP
00
ti
Ln
rn
DEPENDING ON TIMELINE OF
(TO BE REMOVED, TEMPORARY w W
V-
v
HYDRANT INSTALLATION AND CITY
CONVEYANCE DITCH SHALL BE
Nt
""`
J
DUVALL AVE NE PROJECT.
IN LIEU OF RCP)
. J ...........
y.wwW
w
:....::::::.....:......::r.....
DUVALL
AVE NE FIRE HYDRANT PLAN
SCALE: HORIZONTAL: 1" = 20'
CENTER LINE OF
20 10 0 20 40
SCALE: 1" = 20'
EXISTING ROAD WEST OF CL - ESTIMATED
EXISTING GRADE ABOVE EXISTING GRADE (NO EDGE OF ROW
PROPOSED D.I.P. TOPOGRAPHIC INFORMATION)
44
PROPOSED FIRE
HYDRANTASSEMBLY
PER COR 310.1
EXISTING 12" RCP
IE 435.4
(TO BE REMOVED)43
CONCRETE THRUST
BLOCK PER COR 310.1
(TYP)
CAST IRON VALVE BOX
PER COR 310.1
43
5II
1
2.4%
4o/o_
J
APPROX.
OF EX,
1
O
DATE:
12/14/2017
1:
36" (MIN.)
U)
MAIN
(P
DRAWING NO:
C13
II
60f LF - 8" D.
P. CL -52
EXISTING GRADE
PROPOSED GRADE @
DIRECTLY ABOVE
RIGHT OF WAY
PROPOSED 8" D.I.P.
0)
U -)r\
K
36"
(MIN.)
40
LOCATION
6" WATER
ER W-2950)
35
0+90
30
DUVALL AVE NE FIRE HYDRANT PROFILE
SCALE: HORIZONTAL: 1 " = 20'
VERTICAL: 1" = 5'
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM,
REFERENCE 7-B
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS & SPECIFICATIONS. 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 PUBLIC WORKS DEPARTMENT AT
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN
THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED
ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA CI 10/A21.10-87. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C104142114-90. IF FITTINGS ARE 3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA
C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
ANSI/AWWA CI 10/A21.10.87 OR A COMBINATION OF ANSI/AWWA
C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE
WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE
WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF
ANSI/AWWA CI 10/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE
DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VALVE OPENING (M. V. O.) OF 5-1/4 INCH,
TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60
DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875
AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH
PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST
IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE
FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ
ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM
ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE
NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE
TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR
APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON
STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
WATERMAIN 12 INCHES AND LARGER SHALL BE ATA MINIMUM OF 48
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER 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.
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A
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. THE QUANTITY OF WATER LOST FROM THE
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS 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
ABOVE.
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. 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.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY
THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM
THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND
MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE
ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR,
AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
4/25/18
SEE SHEET C1.0 FOR INFORMATION REGARDING THE
LOCATION OF THE HYDRANT AND WATER CROSSINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE-IN.
27. 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 PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
29. 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 10 DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE
80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE
80 PVC PIPE UNDER IMPROVED AREAS.
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEE, AND VERTICAL BENDS SHALL BE PER CITY OF
RENTON STD. PLANS 330.2 AND 330.3.
2. WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE DUCTILE IRON CL -52 TYTON JOINT (PUSH -ON)
PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES
OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED
RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES OF ROMAGRIP OR APPROVED EQUAL.
3. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH CONCRETE
BLOCKING PER CITY OF RENTON STANDARD PLANS.
20 10 0 20 40
SCALE: 1" = 20'
POINT OF CONNECTION #2
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W/ THRUST BLOCKING--+' .•:' . '
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CHELAN AVE NE WATER PLAN
SCALE: HORIZONTAL: 1" = 20'
8" - 900 D.I. BEND W/
THRUST BLOCKING
M76
431
POINT OF CONNECTION #2
8" TAPPING TEE (MJ X FL)
W/ (1) 8" TAPPING VALVE (FL X MJ)
PER C.O.R. DETAIL 300.1
W/ THRUST BLOCKING 42:
(SEE SHEET C14.0)
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK
#RENT159
BRASS DISK IN CONCRETE
RECESSED 0.6' BELOW THE TOP OF
MONUMENT CASE AND COVER IN
THE CENTER OF THE INTERSECTION
AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: 1 "=20'
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
421
`STA 4+04.35 7.00'L
INSTALL TEMPORARY 8"x8" VERTICAL CROSS (MJxMJ) FOR
REMOVAL OF POLYPIGS PER CITY OF RENTON STD. PLAN 300.6
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
BLOW -OFF ASSEMBLY PER C. 0. R. STANDARD DETAIL 340.2
(SEE SHEET C14.0)
4+24
-
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
TEMPORARY 2" GALVANZIED
PIPE AND 2" GATE VALVE PER
COR STANDARD PLAN 300.6
(SEE SHEET C14.0)
135
125
3+00 4+00 4+20
CHELAN AVE NE WATER PROFILE
SCALE: HORIZONTAL: 1 " = 20'
VERTICAL: 1" = 5'
Know what's below.
0111 before you dig.
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH
STREET BETWEEN CHELAN AVENUE NE AND
DUVALL AVE NE PER CITY OF RENTON SHORT
PLAT RECORDED UNDER RECORDING NUMBER
20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD
FIELD TRAVERSE METHODS FOR CONTROL AND
STAKING.
v CITY OF
RENTOR
Planning/Building/Public Works Dept.
CONCRETE THRUST
BLOCKING PER COR
STANDARD PLAN 300.6
(SEE SHEET C14.0)
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
W-392402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EPMENT ENGINEERING WATER UTILITY
+ +
[Abdoul Gafour 04/ 0/201
I-
mes 04/30/2018
3 8 '
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
WATER PLAN & PROFILE
DUVALL AVE NE
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EXISTING GRADE @
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DATE:
12/14/2017
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CENTERLINE (TYP)
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HORIZONTAL: NAD 1983/1991
DATU M
TEMPORARY 2" GALVANZIED
PIPE AND 2" GATE VALVE PER
COR STANDARD PLAN 300.6
(SEE SHEET C14.0)
135
125
3+00 4+00 4+20
CHELAN AVE NE WATER PROFILE
SCALE: HORIZONTAL: 1 " = 20'
VERTICAL: 1" = 5'
Know what's below.
0111 before you dig.
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH
STREET BETWEEN CHELAN AVENUE NE AND
DUVALL AVE NE PER CITY OF RENTON SHORT
PLAT RECORDED UNDER RECORDING NUMBER
20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD
FIELD TRAVERSE METHODS FOR CONTROL AND
STAKING.
v CITY OF
RENTOR
Planning/Building/Public Works Dept.
CONCRETE THRUST
BLOCKING PER COR
STANDARD PLAN 300.6
(SEE SHEET C14.0)
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
W-392402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EPMENT ENGINEERING WATER UTILITY
+ +
[Abdoul Gafour 04/ 0/201
I-
mes 04/30/2018
3 8 '
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
WATER PLAN & PROFILE
DUVALL AVE NE
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DATE:
12/14/2017
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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON-SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AW WA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AW WA C310/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FORTESTING AND PURTTY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
4 PUBLIC WORKS WATER PLAN GENERAL NOTES STD. PLAN - 300.0
DEPARTMENT
MARCH 2010
MARKER MARKER
I
4
I ;
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
I I " T
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
4,
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
1 11
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
Y ° STD. PLAN - 310.3
PUBLIC WORKS HYDRANT MARKER LAYOUT
DEPARTMENT
MARCH 2010
TESTING DETAIL
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
O NEW D.I. WATER LINE IP
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1 -BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2 -INCH TAP 1 -BUND FLANGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
-I
of
k'
3
0
u FINAL CONNECTION DETAIL
z
w
' O NEW D.I. WATER LINE
�AFIR ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON DUCTILE IRON OR
EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR SNB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STU B.
6. CIN FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1
DEPARTMENT TAPPING TEE & VALVE MARCH 2010
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSC9C-1324-R WITH READER UD AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN _
12" MAX
FINISH GRADE
." c,
0
36" MIN COVER �N M U
22-1/2'
NEW IRONDUCTILE `('"
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPUNG
LOOP DOWN TO CENTERUNE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
3 -
STD. PLAN 320.1
e� + PUBLIC WORKS /a AND 1" WATER SERVICE
-' DEPARTMENT
NOVEMBER 2009
4/25/18
TESTING DETAIL
±10 FT
EXISTING WATER LINE
EXISTING TEE DEAD END LINE CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
_04-: 2
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1 -BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2 -TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE F-1 _Ir,�1F_
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE MJ
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010
F;\TTO
i�
-E&
11-1/4' BEND22-1/2" BEND 45' BEND
,y
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
CITY
PRIVATE
COMPACT SAND &GRAVEL
PIPING
PIPING
45' BEND 11 1/4'
90' 45' BEND
11 1/4'
J I IN UNIMPROVED RIGHT OF J
BEND TEE CAP OR PLUG & 22 1 2' BEND
TEE CAP OR PLUG & 22 1/2'
WAY INSTALL METER BOX AT
& 22 1/2'
AFTER REMOVAL OF POLYPIG
r' PROPERTY LINE WITH 12" r'
BEND
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
w' LONG COPPER TAILPIECE. w'
4"
7.0 4.2 4.2 1.7 2.9
C)I SIDEWALK a
2.2 1.6 1.6
1.0
6
13.3 9.4 9.4 3.8 6.7
4.74.7 1.9
5.0 3.5 3.5
1.4
8
23.3 16.7 16.7 6.7 11.7
TOUCHREAD WATER
METER TO BE
12"
12"
53.0 37.5 37.5 15.0 26.5
SUPPLIED BY THE
20.0 14.0 14.0
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CITY
4'-O" MIN. COVER FOR WATERMAIN 12" OR GREATER.
TYPE "K" SOFT
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COPPER TUBING
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NEW IRONDUCTILE `('"
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPUNG
LOOP DOWN TO CENTERUNE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
3 -
STD. PLAN 320.1
e� + PUBLIC WORKS /a AND 1" WATER SERVICE
-' DEPARTMENT
NOVEMBER 2009
4/25/18
TESTING DETAIL
±10 FT
EXISTING WATER LINE
EXISTING TEE DEAD END LINE CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
_04-: 2
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1 -BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2 -TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE F-1 _Ir,�1F_
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE MJ
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010
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11-1/4' BEND22-1/2" BEND 45' BEND
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CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR COMPACT SAND
FIRM SILTY SAND
COMPACT SAND &GRAVEL
FINISHED GRADE ELEVATION
90' 45' BEND 11 1/4' 90'
45' BEND 11 1/4'
90' 45' BEND
11 1/4'
FITTING
BEND TEE CAP OR PLUG & 22 1 2' BEND
TEE CAP OR PLUG & 22 1/2'
BEND TEE CAP OR PLUG
& 22 1/2'
AFTER REMOVAL OF POLYPIG
BEN
BEND
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
BEND
4"
7.0 4.2 4.2 1.7 2.9
2.1 2.1 1.0
2.2 1.6 1.6
1.0
6
13.3 9.4 9.4 3.8 6.7
4.74.7 1.9
5.0 3.5 3.5
1.4
8
23.3 16.7 16.7 6.7 11.7
8.4 12. 3.4
8.8 6.3 6.3
2.5
12"
53.0 37.5 37.5 15.0 26.5
18.8 18.8 1 7.5
20.0 14.0 14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-O" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BEARING
TEA REFERS TO THE
RCE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
° CONCRETE BLOCKING FOR STD. PLAN - 330.2
* + * PUBLIC woxxs HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2010
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE
VERTICAL CROSS (MJ X FL)
ONE BUND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BUND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
STY °
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.8
DEPARTMENT WATER MAINS MARCH 2010
SHACKLE RODS
(TYP) 1_R
2 TURNBUCKLES
THREAD 6"_
n da
TEMPORARY 2" GALVANIZED PIPE
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
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FINISHED GRADE ELEVATION
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VERTICAL CROSS (MJ X FL)
ONE BUND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BUND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
STY °
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.8
DEPARTMENT WATER MAINS MARCH 2010
SHACKLE RODS
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FOR 45' VERTICAL BENDS
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PUBLIC WORKS CONCRETE BLOTTINGS OR VERTICAL STD. PLAN - 330.3
O DEPARTMENT
MARCH 2010
SURVEYED: SCALE:
BEYLER CONSULT.
NTS
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTOR
o
Planning/Building/Public Works Dept.
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR
MCME UAD M BMW %Mi 5MZ< JE TWS M
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
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HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
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APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
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BE USED IF REQUIRED.
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MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3'
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK.
STANDARD B" TOP SECTION WITH REGULAR BASE
ev
EXPANSION JOINT AT
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
2"1 ®
BACK OF SIDEWALK
AS REQUIRED.
�CONCRETE SIDEWALK
� OR PLANTING STRIP
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE
BLOCKING
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR -TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
,I I�FIRE HYDRANT ASSEMBLY
I LEVEL ALL GROUND LEVEL ALL GROUND
IN 3' RADIUS
MIN 3' RADIUS M
1 ONE MAN ROCK
I6 1 1
6 1
L" CONCRETE PAD
6
• 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
e� + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD' PLAN - 310.1
-' DEPARTMENT
MARCH 2010
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