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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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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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---- -----
-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
SHEET z
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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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RIGHT OF WAY
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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' ;
I
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
z
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
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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.
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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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C)
i
Q
J
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
Z
DRAWING NO:
C12
CO
SHEET: 12 OF: 19