HomeMy WebLinkAboutzW-3914Set- CB 151 FLIM 24.69' 1 I
24" rPP TO IF 15.49' I
- 1
r� I
[l 8" PVC TO S, - 1
IIS 18" PVC TO E, ]E=15. SSMH 5 16 I
SSM IM=14T55 12x6 REDUCING TEE
C� CEN�TE OF $ ChANN L (MJxFL), s GATE VALVE
x TO 8G ISE I (FLXMJ) WITH CONC.
* j CEJE OF HA NEL BLOCKING
foo ELE AT ON=�0.6 N: 175624.84
� E:1291186.98
- U01491 SSMH 5017
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NEW HYDRANT PER
i CITY OF RENTON STD
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PLAN 310.1
N. 25.0
Lu ` I £:1291 93.44
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ULj um I NEW SS LINE TO AVOID NEN FH. 55LF 8" SS @ 1.4%
1
SANITARY SEWER4,� CAP EXIST TEE 4
CONNECTION WITH N:175595.69 ti
< EKSTflG B U I LQ IS CLEANOUT, APPROX ,4, E: 1291185.35 -�
PROPERTY CORNER
Lu Cf)M A (� F F= 2 5.4 0 N:175571.92 . REBAR SET
E: 1291103.52, N:175&133.92
AUDITORUM FF=22.50 ON I s E: 1291205.88
SSMH 5018
SSMH RIM=25.78'
- - N88' 1 D5.01 "E m `,. CENTER OF CHANNEL
Cn
00 REMOVE SSMH AND REPLACE WITH 7.26' IN TO NW & OUT TO S
4" DDCVA TO BE INSTALLED IN CLEANOUT, EXIST IE OUT = 20.97 _ I I ` 1 CENTER OF CHANNEL
mmmmmmm FIRE SPRINKLER BOOM PER COR SEE MECHANICAL DRAWINGS - 1 7 LF ELEVATION= 21.28'
STD PLAN 360.5mommommommommom MJXMJ WITH CONC. 10" DI
} BLOCKING
„ _ N:175541.46 :1 {{ ,r
4 FIRE WATER SUPPLY SSMH RIM -23.92 1 00 12 X10 REDUCING TAPPING
E:1291182.41 � i „
4 - -
:.. :::•:...............
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CONNECTION, 10x TE£ >��........ TEE, 10" TAPPING VALVE
.........................:...
SEE STD PLAN BR�3 - �;�
4,r � �
MJXFL , 4 GATE VALVE ............. MJ?{FL PER CITY OF
IF IN: 21.02
FLXMJ WITH CONC. BLOCKING �I RENTON STD PLAN 300.1
IF OUT: 20.7
- N:175541.69
PER COR STI) PLAN 310.1 r� ,
I P N
E: 1291189.67
30 D PIPE TO BUILQI G + :22'
::::::::::::: ::�::<::-::::::/ DIP elf A
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::::::STEP :: N: 40. �'1 BLOCI4ING
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- RENTON STD �• �� '� ,
PLAN 300.5 � .
N:175442.88 ' YDRANT PER ¢
1=:1290979.93 % OF RENTON STD
PLAN 310.1
N: fi 75447.25 % '��`� � �� .
E:1291040.73 1 WATER EASEMENT
P IE=15 4, -_
CB PI 4M 21.
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'PP
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25 LF.29 LF
DP TO N , I - 8.61 r S62' 53,66"E `10 DI I0 DI f
22.61' ' f
10" 22.5' BEND !
(MJXMJ) WITH S87' 44' 53.66"E
CONC. BLOCKIN 66.55;
N: 175433.20 i
r E: 1291002.46
--- � 10" 45' BEND
2" WATEF2 SERVICE MJXMJ WITH PROPERTY COR R
36
LU M CONNECTION TEE CONC. BLOCKING N. E:1291911 0020
1 .
(MJXMJ) WITH r N: 175430.59 5
CONC. BLOCKING E: 1291058.95
IN:175432.71
£:1291015.12 r PP Tr) PROPERTY CORNER }
I, {� f x OX6 REDUCING ' N:175410,52
RV
65- T (MJxFL), 6" E: 1291048, 34
R GA VALVE J
6 (FLXMJ�- WITH �
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f N: 175431.72 l
--- -- - MID POINT OF E:1291040.12
- - PROPERTY LINE ARC 1
- - - -` N: 175357.55 /
E:1290940.57 f
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSIDOT f APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON, A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE 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 PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEIN AND UNDAMAGED, AND
'CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN W RITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON-SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA 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{AWWA 0110{A21AGM. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE TYPE,
POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS.
5. 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 MDD 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) MAY BE REQUIRED ON ALL MECHANICAL JOINTS 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, ANO TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOWOFF ASSEMBLIES, AND THRUST RESTRAINT f BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW INET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. 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 EXWING 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.
STD. PLAN - 300.0
+ + * PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
MARCH 2010
NOTE A. CONTRACTOR SHALL LOCATE, Horizontally and vertically per City Note;
Please show the existing sewer manholes and sewer mains in the plan. Add
note on the plan.
* "Pothole the existing sewer line GM04919 from SSMH5016 to SSMH5017
prior to installation of the new fire hydrant. If there if field conflict between
the new fire hydrant and the existing sewer main and/or the sewer manhole,
then a new sewer main is required to be provided from SSMH5018 to
SSMH5016. Prior to the new sewer main from SSMH5018 to SSMH5016,
ccty-ing of the existing sewer main between SSMH5016 and SSMH5017 and
the existing sewer main between SSMH5017 and SSMH5018 is required to
confirm that there are no existing utility service connections in these lines that
will be impacted by the abandonment of these sewer lines."
VERTICAL: NAVD 1986 '
HORIZONTAL NAR] 1483/1991�II + CITY E
RENTON
DATUM�T
Planning/Building/Public Works Dept
Lf)
iI
LO
r
H
`LS
7 -
cc cc
OL
NOVAdyne
Civil Engineers CD
Seatde 425--753-18139
Portland 971-295-6441
oonsgnovadyne.usA��a�+�9
Eslablished 1983 Anchorage Seattle Porgand �'����
S-3914-001 1 °
C/)Z
0-
X
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
Lu
WASTEWATER UTILITY 0 WATER UTILITYt.:� C)
dchriten 06/01/2017 Abdoul Gafour 0610612017 � ' <
I -
DEVELOPMENT ENGINEERING 0
rnair 06108/2017
lfA l L.
SEATTLE PIPE TRADES EXPANSION '3/10/17 w
FIELDODOK: J
595 Monster Road SUV PAGE: �
SANITARY SEWER AND WATER MAIN DRAMnNGC3,0
Lu
RELOCATION PLAN SHEET: 8 "17 0
SURWYM
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CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW
DKS
017-05-05
ORA'HN'. FCS
ONE INCH
1
CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
DKS
2017-03-23
CHECKM
DKS
Ai FULL 5CPLE
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SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
.6fiPROvE0:
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSIDOT f APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON, A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE 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 PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEIN AND UNDAMAGED, AND
'CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN W RITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON-SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA 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{AWWA 0110{A21AGM. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE TYPE,
POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS.
5. 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 MDD 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) MAY BE REQUIRED ON ALL MECHANICAL JOINTS 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, ANO TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOWOFF ASSEMBLIES, AND THRUST RESTRAINT f BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW INET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. 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 EXWING 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.
STD. PLAN - 300.0
+ + * PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
MARCH 2010
NOTE A. CONTRACTOR SHALL LOCATE, Horizontally and vertically per City Note;
Please show the existing sewer manholes and sewer mains in the plan. Add
note on the plan.
* "Pothole the existing sewer line GM04919 from SSMH5016 to SSMH5017
prior to installation of the new fire hydrant. If there if field conflict between
the new fire hydrant and the existing sewer main and/or the sewer manhole,
then a new sewer main is required to be provided from SSMH5018 to
SSMH5016. Prior to the new sewer main from SSMH5018 to SSMH5016,
ccty-ing of the existing sewer main between SSMH5016 and SSMH5017 and
the existing sewer main between SSMH5017 and SSMH5018 is required to
confirm that there are no existing utility service connections in these lines that
will be impacted by the abandonment of these sewer lines."
VERTICAL: NAVD 1986 '
HORIZONTAL NAR] 1483/1991�II + CITY E
RENTON
DATUM�T
Planning/Building/Public Works Dept
Lf)
iI
LO
r
H
`LS
7 -
cc cc
OL
NOVAdyne
Civil Engineers CD
Seatde 425--753-18139
Portland 971-295-6441
oonsgnovadyne.usA��a�+�9
Eslablished 1983 Anchorage Seattle Porgand �'����
S-3914-001 1 °
C/)Z
0-
X
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
Lu
WASTEWATER UTILITY 0 WATER UTILITYt.:� C)
dchriten 06/01/2017 Abdoul Gafour 0610612017 � ' <
I -
DEVELOPMENT ENGINEERING 0
rnair 06108/2017
lfA l L.
SEATTLE PIPE TRADES EXPANSION '3/10/17 w
FIELDODOK: J
595 Monster Road SUV PAGE: �
SANITARY SEWER AND WATER MAIN DRAMnNGC3,0
Lu
RELOCATION PLAN SHEET: 8 "17 0
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10" WA
0+150
0+'751
1+00
Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. All work and work material shall be in Conformance with the standards and specifKations
of the City of Renton Pianning/Suilding}Publrc Works Deparbnent and the latest edrtion
of the WSDOT/APWA Standards and Specifications, as approved and modified by the
City of Renton in the Renton Standard Plans 8L Specifications. A set of approved plans
shall be kept on site at all Mmes during construction.
2. The hours of work in the street right of way shall be per City specifications on weekdays
unless otherwise approved in writing by the Planning}Building{Public Works Department.
An approved traffic control plan must be obtained prior to beginning any work within
public right of way.
3. All kacattons of existing tibirties shown are approximate and it shall be the Contractor's
responsibility to verify the true and correct location so as to avoid damage or
drsturbanCe.
4. A pre-crostruction conference and a 24 hour nonce shall be required prior to Starting
new construction. It shall be the contractor's responsibility to Secure all necessary
permits prior to sung constrtion. (Inspection will be accomplished by a
representative of the City of Renton.) It shall be the contractor's responsibility to notify
the Public Works inspector 24 hours in advance of backfilling all construction.
S. Contractor is solely responsible for the means, methods and sequences of construction
and for the safety of workers and others on the construction site.
6. It shall be the responsibility of the contractor to obtain street use and any other related
permits prior to any construction.
7. Planes approved by the City of Renton* Public Works Department shall take precedence
over all other plans.
8. A copy of these approved plans must be on they lob site whenever construction is in
progress.
9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary
Sewer system, which has been Stamped and signed by a IiC sed profesSkimil "ireer
or licensed professional surveyor -
110. Backfill shall be placed equally on both sides of the pipe in layers with a loose average
depot of 6 inches, maximum depth of 8 incttes, thoroughly tamping each layer to 95
percent of maximum density. These compacted layers must extend for one pipe
diameter on each side of the pipe or to the side of the trench. Materials to complete the
fill over pipe shall be the same as described.
11. Open cut fogad crossings for utility trenches on existing traveled roadway shall be
backfilled with crushed rack and mechanically compacted unless otherwise approved by
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Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. All work and work material shall be in Conformance with the standards and specifKations
of the City of Renton Pianning/Suilding}Publrc Works Deparbnent and the latest edrtion
of the WSDOT/APWA Standards and Specifications, as approved and modified by the
City of Renton in the Renton Standard Plans 8L Specifications. A set of approved plans
shall be kept on site at all Mmes during construction.
2. The hours of work in the street right of way shall be per City specifications on weekdays
unless otherwise approved in writing by the Planning}Building{Public Works Department.
An approved traffic control plan must be obtained prior to beginning any work within
public right of way.
3. All kacattons of existing tibirties shown are approximate and it shall be the Contractor's
responsibility to verify the true and correct location so as to avoid damage or
drsturbanCe.
4. A pre-crostruction conference and a 24 hour nonce shall be required prior to Starting
new construction. It shall be the contractor's responsibility to Secure all necessary
permits prior to sung constrtion. (Inspection will be accomplished by a
representative of the City of Renton.) It shall be the contractor's responsibility to notify
the Public Works inspector 24 hours in advance of backfilling all construction.
S. Contractor is solely responsible for the means, methods and sequences of construction
and for the safety of workers and others on the construction site.
6. It shall be the responsibility of the contractor to obtain street use and any other related
permits prior to any construction.
7. Planes approved by the City of Renton* Public Works Department shall take precedence
over all other plans.
8. A copy of these approved plans must be on they lob site whenever construction is in
progress.
9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary
Sewer system, which has been Stamped and signed by a IiC sed profesSkimil "ireer
or licensed professional surveyor -
110. Backfill shall be placed equally on both sides of the pipe in layers with a loose average
depot of 6 inches, maximum depth of 8 incttes, thoroughly tamping each layer to 95
percent of maximum density. These compacted layers must extend for one pipe
diameter on each side of the pipe or to the side of the trench. Materials to complete the
fill over pipe shall be the same as described.
11. Open cut fogad crossings for utility trenches on existing traveled roadway shall be
backfilled with crushed rack and mechanically compacted unless otherwise approved by
1 +'25
4
3
1
0+'0D
10" WA
10" WA
FINISHED GRADE
E}{1511NG GRADE
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Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
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 PIS 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 contractor's
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 0110
and 0111 or latest revision, thickness Class 52. Cement mortar lining and seal coating
shall conform to AWWA 0104 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 C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA 0104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
0110-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 C110/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
joints) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with
Ranged 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
C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
B. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and O-ring stuffing box (AWWA 0500) or of resilient seated type (AWWA C509).
Utility Specifications
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 at a 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 Ib/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
SURWYM: SCALE:
VERTICAL: NAVO 1986
NONE HORIZONTAL W 1483/1991
GESIGfJ DKS /'�G
2 CD SUBMITTAL TO CITY FOLLOWING PGSTSCREEN REVIEW DKS 017-05-05 owwN PCW
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-2 CHECK
mONE INCH DATUM
DKS A7 FULL SCALE
F NOT ONE INCH
NO. REVISION BY DATE APPR
APPROVED: SCALE ACCORDINGLY
Utility Specifications
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 contractor's 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 contractor's 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.
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.
CITY OF
�+ RENTON
�'N'1'
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Planning/Building/Public Works Dept.
NOVAdyne
Civil Engineers
Seatde 425-753-1869
Portland 971-295-6441
DonsUnovadyne.us
Established 4983 Anchomge Seattle Porgand
W-3914-003
QST 4
ZONAL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY 0
Abdoul Gafour 06/00/2017
DEVELOPMENT ENGINEERING . �.
rnair 06/08/2017 Ar
SEATTLE PIPE TRADES EXPANSION
595 Monster Road SW
WATER TEN1 NOTES
VA I L:
3/9/17
FIELDSCM:
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1-1 /2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON I
11
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
DRILL 2" DIA. HOLE FOR
OUCHREAD DEVICE
2-1/2' MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
f --CRUSHED ROCK
iJ BASE 74 SUPPORT
VAULT.
QUICK -JOINT j
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATUMAIN
NOTE,
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS
THE NUT TO TtGHTLN AGAINST THE OPEN SIDE Ar-
MORE
FMORE THAN ONE RIB,
TYPICAL RIS
MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-112" SERVICE! METER LOCATED IN PLANTING 51 -RIP
BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK
1, 2" topped tee, on new water main. 1. 2" tapped tee on new water rn-oln.
2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate valve with threaded ends, square operating nut. 3. 2' resillent seat gate valve with threaded ends, square operating nut, and
and valve nut extension if required (see standard detail 330,1)- valve nut extension 1f required (see stondard detail 330.3).
4. Two piece cast iron valve box. Standard 8" top section with regular 4. Two piece cost iron valve box. Standard S" top section with regular pose
base section, length to fit, "Jug" type cover, 2" brass bushing (MIPT x section, length to fit, "lug" type cover.
FIPT). 5. 2" X 1-1/2" hex brass hushing (MIPT x FIPT). 2 each 1-1/2" brass or
5. 2 each 2" brass or bronze nipples 5d length. threaded ends. 2 each bronze nipples 6" length, threoded ands. 2 each 1-1/2"-90' brass or
2"-90' brass or bronze elbows (FIPT x FIPT). bronze etbows (FIPT x FIPT).
5- 2" (MIPT) x compression fitting, Ford 084-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT). length to 7. 1-1/2" soft copper tubing type K or bross nipples (MIPT x MIPT), length
flt. to ft,
S. 2' threoded brass 90' ell. 8. 1-1/2" threaded brass 90' ell. for Ford L44-77 or equal.
9. 2' Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16` 9. 1-1/2" Customsetter with by-pass Ford: VBH 86--12B--11-66 (x
), McDonald Bross: 3CE715WDFF775 or Mueller B-1427-2", vrith flanged 13-3116"), McDonald Brass: 3OBB12WDFF665 or Mueller B-1427-1 1/2",
angle ball valva and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on Tnlet, and angle check
outlet, ball valve on bypass with padlock wings. Custamsetter shall valve outlet, boil valve on bypass with padlock wings. Customsetter shall
have vertiool inlet and outlet- have vertical inlet and outlet.
10Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed In meter setter by
contractor. contractor.
11. Water meter shall be supplied and installed by CTty of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and poyrnent of all related water meter fee and satisfactory pressure and
purity tests purity tests.
12 17"x30" Plastic meter box equal to MM -States Plastics, Inc. BCF Series 12, 17"x30" Plastic meter box equal to Mid -States Piastics. Inc. SCF Series
MSFCF 1730-15 with 2" thici Ouctile Iron diamond plate cover 18"x31•' MSBCF 1730--18 with 2" thick Ductile iron diamond plate cover 18'x31"
equal to Mld-Stotes Plastics, Inc, tMtSCUC-7730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for
for touchread pit lid, and meter read lid. touchread pit lid -
13. 2" coupling (compression x FIPT) wit#I 2" plug (MIPT), Ford C-14-65 13. 1--1/2" coupling (compression x FIPT) with 1-112" plug (MIPT), Ford
or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary
extension of water service. adoptatlon or extension of water service.
N 0 T
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALE BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY,
EXPANSION JOINT'S MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER Bei{.
+ # PUBLIC WORDS 1 12" AND 2" WATER SERVICE LOCATED S'I`D' P _ 320.2
DEPARTMENT IN PLANTING STRIP
MARCH 2014
Lei 120 DOLT ELECTRICAL OUTLET FOR
J HEAT TAPE. INSTALL HEAT TAPE
FOR FREEZE PROTECTION CENTER BACKFLOW
I w PREVENTER IN
0 REDUCED PRESSURE ENCLOSURE
(Y BACKFLOW ASSEMBLY
�_ ci�(RPBA)
0Sr MIN.
3" MIN.
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER -
CONCRETE SLAB
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PRIVATE
PIPING
PIPING
6" MINIMUM
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12' LONG COPPER TAILPIECE
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12" MAX.
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BY PASS NOT ALLOWED
FOR IRRIGATION METERS
f --CRUSHED ROCK
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QUICK -JOINT j
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATUMAIN
NOTE,
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS
THE NUT TO TtGHTLN AGAINST THE OPEN SIDE Ar-
MORE
FMORE THAN ONE RIB,
TYPICAL RIS
MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-112" SERVICE! METER LOCATED IN PLANTING 51 -RIP
BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK
1, 2" topped tee, on new water main. 1. 2" tapped tee on new water rn-oln.
2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate valve with threaded ends, square operating nut. 3. 2' resillent seat gate valve with threaded ends, square operating nut, and
and valve nut extension if required (see standard detail 330,1)- valve nut extension 1f required (see stondard detail 330.3).
4. Two piece cast iron valve box. Standard 8" top section with regular 4. Two piece cost iron valve box. Standard S" top section with regular pose
base section, length to fit, "Jug" type cover, 2" brass bushing (MIPT x section, length to fit, "lug" type cover.
FIPT). 5. 2" X 1-1/2" hex brass hushing (MIPT x FIPT). 2 each 1-1/2" brass or
5. 2 each 2" brass or bronze nipples 5d length. threaded ends. 2 each bronze nipples 6" length, threoded ands. 2 each 1-1/2"-90' brass or
2"-90' brass or bronze elbows (FIPT x FIPT). bronze etbows (FIPT x FIPT).
5- 2" (MIPT) x compression fitting, Ford 084-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT). length to 7. 1-1/2" soft copper tubing type K or bross nipples (MIPT x MIPT), length
flt. to ft,
S. 2' threoded brass 90' ell. 8. 1-1/2" threaded brass 90' ell. for Ford L44-77 or equal.
9. 2' Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16` 9. 1-1/2" Customsetter with by-pass Ford: VBH 86--12B--11-66 (x
), McDonald Bross: 3CE715WDFF775 or Mueller B-1427-2", vrith flanged 13-3116"), McDonald Brass: 3OBB12WDFF665 or Mueller B-1427-1 1/2",
angle ball valva and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on Tnlet, and angle check
outlet, ball valve on bypass with padlock wings. Custamsetter shall valve outlet, boil valve on bypass with padlock wings. Customsetter shall
have vertiool inlet and outlet- have vertical inlet and outlet.
10Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed In meter setter by
contractor. contractor.
11. Water meter shall be supplied and installed by CTty of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and poyrnent of all related water meter fee and satisfactory pressure and
purity tests purity tests.
12 17"x30" Plastic meter box equal to MM -States Plastics, Inc. BCF Series 12, 17"x30" Plastic meter box equal to Mid -States Piastics. Inc. SCF Series
MSFCF 1730-15 with 2" thici Ouctile Iron diamond plate cover 18"x31•' MSBCF 1730--18 with 2" thick Ductile iron diamond plate cover 18'x31"
equal to Mld-Stotes Plastics, Inc, tMtSCUC-7730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for
for touchread pit lid, and meter read lid. touchread pit lid -
13. 2" coupling (compression x FIPT) wit#I 2" plug (MIPT), Ford C-14-65 13. 1--1/2" coupling (compression x FIPT) with 1-112" plug (MIPT), Ford
or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary
extension of water service. adoptatlon or extension of water service.
N 0 T
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALE BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY,
EXPANSION JOINT'S MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER Bei{.
+ # PUBLIC WORDS 1 12" AND 2" WATER SERVICE LOCATED S'I`D' P _ 320.2
DEPARTMENT IN PLANTING STRIP
MARCH 2014
Lei 120 DOLT ELECTRICAL OUTLET FOR
J HEAT TAPE. INSTALL HEAT TAPE
FOR FREEZE PROTECTION CENTER BACKFLOW
I w PREVENTER IN
0 REDUCED PRESSURE ENCLOSURE
(Y BACKFLOW ASSEMBLY
�_ ci�(RPBA)
0Sr MIN.
3" MIN.
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER -
CONCRETE SLAB
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FINISHED
GRADE --\
6" MINIMUM
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FREE DRAINING
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CONNECT TO
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WATER METER
IMMEDIATELY
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GRADE
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SLEEVE
INSTALLED W/ APP D. TO OWNERS ELECTRICAL PANEL. FRONT VEW
MATERIAL PER UPC V DIRECT BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ,) CONDUIT PER ELECTRICAL
SIDE VEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLA70N OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL.
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430--7241,
4. DRAIN SHALL BE SIZED M ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 3" FOR 3" RPBA's.
5, RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
f� # PUBLIC WORKS REDUCED PRESSURE BACKFLOW SM. PLAN - 350.
- DEPARTMENT ASSEMBLY IN HOT BOX
MARCH 201-0
Z
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CITY OWNED
AND MAINTAINED PRIVATELY OWNED AND MAINTAINED
MAXIMUM PIPE LENGTH FROM PROPERTY UNE
TU DDCVA MUST NOT EXCEED 50 FEET
�14 CONCRETE BOLLd
.� RDS
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FT- MAX -
13 12 11
DDCVA DUST BE INSTALLED IMMEDIATELY AFTER
PIPE PENETRATION THROUGH BUILDING FLOOR SLAB.
ROOM IN WHICH DDCVA IS LOCATED SHALL:
A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM.
B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE
C. NOT BE USED FOR STORAGE AROUND THE DDCVA
D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs.
A RIGHT -4F -ENTRY AGREEMENT MUST HE GRANTED TO THE
CITY OF RENTON FOR INSPECTION OF THE DDCVA
AND METER.
SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA
DUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR
REVIEW AND APPROVAL.
A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED.
1, MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN
LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE
THAN 50 FEET TO BUILDING)
2. BRANCH VALVE (FL x MJ) WITH VARVE BOX AND COVER
3, CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND
FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE
THRUST BLOCKS PER NFPA AND AWWA STANIOARDS.
4. POST -INDICATOR VALVE (MJ) WITH TAMPER SW17CH
5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL
b. 18" LONG SPOOL (FL x PE)
7- FLANGE COUPLING ADAPTOR
S. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER
LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION
DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE
FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3
CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER
DDCVA
9. C.S & Y VALVES TO BE RESIDENT SEATED WITH TAMPER SWITCHES.
ADO WIRING IN ACCORDANaE WITH L & 1
10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A
3/4 INCH "SENSUS-ECR" SIR POSITIVE DISPLACEMENT METER EQUIPPED
ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE
OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE).
11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT
OR OUTSIDE BUILDING
12. 4"x 4" x 6" BULL, ELBOW, THREADED
13. UL LISTED FIRE DEPT. CONNEC110N, LCL LISTED BREAK AWAY CAPS,
LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA
MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH
CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE
SUBMITTED TO CITY DF RENTON WATER UTILITY ENGINEERING
DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE- INSTALL
BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS.
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TO BE PAINTED ON FLOOR IN WHITE
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STENCILED BLACK LETTERS TO SAY:
"DO NOT BLOCK ACCESS"
STANCHIONS BOLTED TO FLOOR.
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PUBLIC WORDS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5
# + DEPARTMENT LARGER DETECTOR DOUBLE CHECK
VALVE ASSEMBLY MARCH 2010
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TAPPING TEE (MJxFL)
TAPPING GATE VALVE (FL XM J)
TEMPORARY PLUG (MJ) WITH 2 -INCH TAP
AND 2 -INCH BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
IEW D.I. WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
I -BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
I -BLIND FLANGE ON BOTTOM
1-P W G(MJ) WITH 2"TAP & 2" BLOW -OFF
TEMPORARY BLOCK
FINAL CONNECTION DETAIL
NEW D.I. WATER LINE
AFTER 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 STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB,
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM 'ME WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL,
**Q4%
PUBLIC WORDS CONNECTION TO WATER MAIN WITH STD. PLAN — A
DEPARTMENT TAPPING TEE &HALVE
MARCH 2010
±10 FT
EXISTING WATER LINE
TFSTINC DETAIL
EXISTING TEE, DEAD END LINE: CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATIER LINE
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"TOP a 2" BLOW—OFF
TEMP. BLOCK
FINAL_ CONNECTION DETAIL
NEIN WATER L[NE
EXIST. WATER LINE
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
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DEPARTMENT EXISTING TEE OR END LINE CAP
MARCH 2010
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -511D OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5--1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED_
3'
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CONCRETE
THRUST BLOCK
16" x $" x 4" MINIMUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
51X5'x5" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
CONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
COVER
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,,--TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONiTE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
L 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.
1/2 YARD OF 1-1/4" WASHED DRAJN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL,
FIRE HYDRANT ASSEMBLY
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PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN — 910.1
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MARCH 2010
NOVAdyne
Civil Engineers
Seatde 426-753-1869
Portland 971-295-6441
Dons@novadyne.us
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W-3914-005
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NO E5:
1. 8" AND 6" CLEAN-OUT RINGS AND COVERS ON SEWED MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2' 0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:
t:
DEPARTMENT FOR SANITARY SEINER MAIN
Cepa 3
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h3"x24" PLASTIC METER BOX EQUAL T4 MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCEC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
BMW
36" MIN COVER
22-1/2-
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS3/4" OR I"
TO BE INSTALLED IN THE FUTURE GALVANIZEL
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
� LOOP DOWN TO CENTERLINE
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 MGDONALD BRASS: 21-215WCCQ33, OR
MUELLER: 3f4-13-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V13H72-154V-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1 -B -247D-2
(3/4 F81ODD-3-Q) 4R AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB10OD-4-Q) OR AY MGDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC 1=OUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
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2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
N OTE:
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.
PUBLIC WORKS AND I" WATER SERVICE STD. PLAN — 320.1
+ DEPARTMENT
NOVEMaER 20663
z CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEI
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
NO. REVISION
SURVEYM:
DE'R3NED
DKS
)KS 017-05-05 DRAWN:
P+Cw
DKS 2017-03-23 CHECKmDKS
BY DATE APPR APPROvEO:
SCALE
AS NOTED
ONE INCH
Ai FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERT1CAL: NAVD 1986
HORIZONTAL W 19&3/1991
DATUM
TO
ME
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BOSSES � IVIllV. I I1LL
BRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF 'THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DC\IA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN,
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTED AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN-. WATER:
UTILITY CROSS --CONNECTION CONTROL SPECIALIST, FAX NO. 425430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
IPUBLIC WORDS $4" TO 2" DOUBLE CHECK VALVE STD. PLAN --340.8
+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCID 2010
CITY OF
I+ R E N TO N
Planning/Building/Public Warks Dept.
NOVAdyne
Civil Engineers
Seatde 425-753-1869
Portland 971-295-6441
Dons@novadyne.us
Established 1983 Anchorage Seattle Porgand
W-3914-006
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' PROPERTY LINE WITH 12"
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TOUCHREAD WATER
METER TO BE
SUPPLIED BY THE
12"
CITY
m >
TYPE "K" SOFT
COPPER TUBING
IF SERVICE LINE TO HOUSE IS3/4" OR I"
TO BE INSTALLED IN THE FUTURE GALVANIZEL
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
� LOOP DOWN TO CENTERLINE
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 MGDONALD BRASS: 21-215WCCQ33, OR
MUELLER: 3f4-13-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V13H72-154V-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1 -B -247D-2
(3/4 F81ODD-3-Q) 4R AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB10OD-4-Q) OR AY MGDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC 1=OUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
— A
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DETER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
N OTE:
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.
PUBLIC WORKS AND I" WATER SERVICE STD. PLAN — 320.1
+ DEPARTMENT
NOVEMaER 20663
z CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEI
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
NO. REVISION
SURVEYM:
DE'R3NED
DKS
)KS 017-05-05 DRAWN:
P+Cw
DKS 2017-03-23 CHECKmDKS
BY DATE APPR APPROvEO:
SCALE
AS NOTED
ONE INCH
Ai FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERT1CAL: NAVD 1986
HORIZONTAL W 19&3/1991
DATUM
TO
ME
r-L/AIN
BOSSES � IVIllV. I I1LL
BRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF 'THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DC\IA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN,
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTED AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN-. WATER:
UTILITY CROSS --CONNECTION CONTROL SPECIALIST, FAX NO. 425430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
IPUBLIC WORDS $4" TO 2" DOUBLE CHECK VALVE STD. PLAN --340.8
+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCID 2010
CITY OF
I+ R E N TO N
Planning/Building/Public Warks Dept.
NOVAdyne
Civil Engineers
Seatde 425-753-1869
Portland 971-295-6441
Dons@novadyne.us
Established 1983 Anchorage Seattle Porgand
W-3914-006
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dchristen101l2Q1 rnair 061081201 7
SEATTLE PIPE TRADES EXPANSION
595 Monster Road SUV
UTILITY DETAILS
30F3
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3/9/17 LU
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-AGE:
7RAVANC NO:
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SH_E- 13 OF 17 CO