20050673 Overall Redline Utility Plan Sheetsa
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SEWAGE
FLOW IN
FERNCO COUPLING OR
APPROVED EQUAL
CI TY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
CONNECTION
APPROVED
DWG. N0-..
7-7
CITY ENGINEER DATE
DES.
DWN.
CKD.
DATE
PMX
PMX
MTO
4/11/00
FERNCO COUPLING OR
APPROVED EQUAL
I
SW 1/49 OF THE NEW 1/4, OF SECTION 29, TOWNSHIP 17 N., RANGE 2 E., W.M.
30 15 0 30 60
;,SCALE: 1" = 30' N
VERTICAL DATUM
HATTON NVGD 29
GODAT THURSTON COUNTY
PANTIER BENCHMARK NO. 788
YSURFACE MONUMENT WITH BRASS CAP W 114,
SECTION 29, T17N, R2E
ELEV.= 350 -91
SANITARY SEWER MAIN INSTALLATION NOTES
1. All workmanship and materials shall be in accordance with City of Yelm
standards and the most current copy of the State of Washington E')tandard
Specifications for Road, Bridge and Municipal Construction (WSDOT /APWA).
2. All approvals and permits required by the City of Yelm shall) be obtained by the
contractor prior to the start of construction.
3. If construction is to take place in the County right -of -way, the contractor shall
notify the County and obtain all the required approvals and permit°.
4. A preconstruction meeting shall be held with the City of Yelfn prior to the start of
construction.
5. The City of Yelm shall be notified a minimum of 48 hours in advance of a tap
connection to an existing main. A City representative shall be present at the time
of the tap.
6. The contractor shall be fully responsible for the location and protection of all
existing utilities. The contractor shall verify all utility locations prior to
construction by calling the Underground Locate Line at 1- 800 - 424 =5555 a
minimum of 48 hours prior to any excavation.
7. Side sewer services shall be PVC, ASTM D 3034 SDR 35 vvith flexible gasketed
or solvent weld joints.
8. All plastic pipe and services shall be installed with continuous tracer tape installed
12" to 18" under the proposed finished subgrade. The marker shalll be plastic
non - biodegradable, metal core or backing marked "sewer" which can be detected
by a standard metal detector. In addition, STEP systems, and force mains shall be
installed with 14 -gauge direct -bury rated copper wire wrapped around all plastic
pipe, brought up and tied off at valve body. Tape shall be Terra TaFpe "D" or
approved equal. The tape and wire shall be furnished by the contractor.
9. All buried power for STEP systems shall be installed with cointinuous tracer tape
installed 12" above the buried power. The marker shall be plastic uon-
biodegradable, metal core backing marked "power". Tape shall be furnished by
contractor.
10. Bedding of the sewer main and compaction of the backfill material shall be
required in accordance with the above - mentioned specification (See note 1).
11. Temporary street patching shall be allowed for as approved by the City engineer.
Temporary street patching shall be provided by placement and connpaction of 2-
inch minimum asphalt concrete cold mix. Contractor shall be responsible for
maintenance as required.
12. Erosion control measures shall be taken by the contractor during construction to
prevent infiltration of existing and proposed storm drainage facilities and
roadways.
13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD) as required.
14. It shall be the responsibility of the contractor to have a copy Of these approved
plans on construction site at all times.
15. Any changes to the design shall first be reviewed and approved by the City of
Yelm.
16. All STEP mains shall be hydrostatically tested in conformance with the above -
referenced specification for testing water mains. (See note 1). In adddition, all
STEP mains shall be pigged /cleaned in the presence of the City Inspector prior to
placing STEP main in service.
17. Prior to backfill all mains and appurtenances shall be inspected and approved by
the City of Yelm. Approval shall not relieve the contractor for correction of any
deficiencies and /or failures as determined by subsequent testing and inspections.
It shall be the contractor's responsibility to notify the City of Yelm for the
required inspections.
18. Pump control panels shall be located on garage wall or remote post, unless
otherwise authorized by the City of Yelm.
19. In the event that the Department of Labor and Industries or the City should
require a separate "on -off' switch controlling power to the pump control panel,
said switch must be lockable or have a locking cover to hold an Olyrnpus type
BP125, 30mm padlock.
20. Inspections for onsite STEP installations are required. A 24 -hiour notice to the
sewer department is required prior to the inspection.
Items needing inspection are:
a) Tank installation, i.e., bedding and location
b) Tank infiltration, exfiltration test
c) S.S. pressure test
d) Service line pressure test
e) Final Inspection
21. All lumber (plywood, etc.) used to mount either pump control parnel or power meter
must be pressure treated.
EXISTING UTILITY NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTIILITIES PRIOR
TO CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-424-5555,48
HOURS IN ADVANCE.
THIS DRAWING DOES NOT REPRESENT RECORD DOCUMENT,
Uf4LESS CERTIFIED BY HATTON GODAT PANTIER,
MAY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
WATER MAIN INSTALLATION NOTES
1. All workmanship and material shall be in accordance with City of
Yelm standards and the most current copy of the State of
Washington Standard Specifications for Road, Bridge and Municipal
Construction.
2. All work in city right -of -way requires a permit from the City of
Yelm. Prior to any work commencing, the general contractor shall
arrange for a preconstruction meeting to be attended by all major
contractors, representatives of involved utilities, and the City
of Yelm. Contact the Public Works Department at (360) 458 -8410 to
schedule the meeting. The contractor is responsible to have a set
of approved plans at the meeting.
3. Water mains shall meet the following specifications:
Polyvinyl Chloride (PVC) Pipe (under 4 inches): Pipe material
shall be PVC 1120, PVC 1220, or PVC 2120, and have minimum wall
thickness equal to or less than the Standard Dimension Ratio (SDR)
of 21, and meet the requirements of WSDOT Standard Specifications
Section 9- 30.1(5)B.
Polyvinyl Chloride (PVC) Pipe (4 through 12 inches): Shall meet
the requirements of AWWA C900, Class 150 wall thickness equal to
or greater than the SDR of 18, and meet the requirements of WSDOT
Standard Specifications Section 9 -30.1 (5)A.
Polyvinyl Chloride (PVC) Pipe (14 through 20 inches): Shall meet
the requirements of AWWA C905 wall thickness equal to or less than
the SDR of 18.
Ductile Iron Pipe (DIP): DIP shall conform to AWWA C151 Class 50
or greater, and shall be 1/16 -inch cement lined and sealed in
accordance with ANSI / AWWA C104 / A21.4 -90, and meet the
requirements of WSDOT Standard Specification Section 9- 30.2(1).
Six -inch fire hydrant spools shall be Class 52.
4. Gate valves shall be resilient wedge, NRS (Non Rising Stem) with
O -rings seals. Valve ends shall be mechanical joint or ANSI
flanges. Valves shall conform to AWWA 509 -80. Valves shall be
Mueller, M & H, Kennedy, Clow R/W or Waterous Series 500.
Existing valves to be operated by City employees only.
5. Hydrants shall be M & H Reliant Style 929 or 129, Mueller
Centurion, or Clow Medallion. Hydrants shall be bagged until
system is approved.
6. All lines shall be chlorinated and tested in conformance with the
above referenced specification (Note 1).
7. All pipe and services shall be installed with continuous tracer
tape installed 12" to 18" under the final ground surface. The
marker shall be plastic non- biodegradable, metal core or backing
marked "water' 2- inch -wide minimum, which can be detected by a
standard metal detector. Tape shall be Terra Tape "D" or approved
equal. In addition to tracer tape, install 14 gauge heavy duty
direct bury coated copper wire (PAIGE "UF" single conductor or
equal), wrapped around the pipe, brought up and tied off at valve
body. All wire connections shall use wire nuts and a DBR Splice
Kit, manufactured by 3 -M or approved equal. All locator wire for
service pipe shall be connected to the locator wire on the water
main.
8. Provide traffic control plan(s) as required in accordance with
MUTCD.
9. All water mains shall be staked for grades and alignment by an
engineering or surveying firm capable of performing such work.
10. All service line locations shall be marked on the face of the curb
with an embossed "W' 1/4 inch into concrete.
11. Call Underground Locate at 1- 800 -424 -5555 a minimum of 48 hours
prior to any excavations.
12. The City will be given 72 hours notice prior to scheduling a
shutdown. Where connections require "field verification ",
connection points will be exposed by contractor and fittings
verified 48 hours prior to distributing shut -down notices.
13. At any connection to an existing line where a new valve is not
installed, the existing valve must be pressure tested to City
standards prior to connection. If an existing valve fails to pass
the test, the contractor shall make the necessary provisions to
test the new line prior to connection to the existing system or
install a new valve.
14. After completion of all items shown on these plans and before
acceptance of the project, the contractor shall obtain a "punch
list" prepared by the City's Inspector detailing remaining items
of work to be completed. All items of work shown on these plans
shall be completed to the satisfaction of the City prior to
acceptance of the water system and provision of sanitary sewer
service.
15. A copy of these approved plans and applicable city developer
specifications and details shall be onsite during construction.
16. Any revisions made to these plans must be reviewed by the
developer's engineer and the City of Yelm prior to any
implementation in the field. The City shall not be responsible
for any errors and /or omissions on these plans. ❑
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SW 1/49 OF THE NEW 1/4, OF SECTION 29, TOWNSHIP 17 N., RANGE 2 E., W.M.
30 15 0 30 60
;,SCALE: 1" = 30' N
VERTICAL DATUM
HATTON NVGD 29
GODAT THURSTON COUNTY
PANTIER BENCHMARK NO. 788
YSURFACE MONUMENT WITH BRASS CAP W 114,
SECTION 29, T17N, R2E
ELEV.= 350 -91
SANITARY SEWER MAIN INSTALLATION NOTES
1. All workmanship and materials shall be in accordance with City of Yelm
standards and the most current copy of the State of Washington E')tandard
Specifications for Road, Bridge and Municipal Construction (WSDOT /APWA).
2. All approvals and permits required by the City of Yelm shall) be obtained by the
contractor prior to the start of construction.
3. If construction is to take place in the County right -of -way, the contractor shall
notify the County and obtain all the required approvals and permit°.
4. A preconstruction meeting shall be held with the City of Yelfn prior to the start of
construction.
5. The City of Yelm shall be notified a minimum of 48 hours in advance of a tap
connection to an existing main. A City representative shall be present at the time
of the tap.
6. The contractor shall be fully responsible for the location and protection of all
existing utilities. The contractor shall verify all utility locations prior to
construction by calling the Underground Locate Line at 1- 800 - 424 =5555 a
minimum of 48 hours prior to any excavation.
7. Side sewer services shall be PVC, ASTM D 3034 SDR 35 vvith flexible gasketed
or solvent weld joints.
8. All plastic pipe and services shall be installed with continuous tracer tape installed
12" to 18" under the proposed finished subgrade. The marker shalll be plastic
non - biodegradable, metal core or backing marked "sewer" which can be detected
by a standard metal detector. In addition, STEP systems, and force mains shall be
installed with 14 -gauge direct -bury rated copper wire wrapped around all plastic
pipe, brought up and tied off at valve body. Tape shall be Terra TaFpe "D" or
approved equal. The tape and wire shall be furnished by the contractor.
9. All buried power for STEP systems shall be installed with cointinuous tracer tape
installed 12" above the buried power. The marker shall be plastic uon-
biodegradable, metal core backing marked "power". Tape shall be furnished by
contractor.
10. Bedding of the sewer main and compaction of the backfill material shall be
required in accordance with the above - mentioned specification (See note 1).
11. Temporary street patching shall be allowed for as approved by the City engineer.
Temporary street patching shall be provided by placement and connpaction of 2-
inch minimum asphalt concrete cold mix. Contractor shall be responsible for
maintenance as required.
12. Erosion control measures shall be taken by the contractor during construction to
prevent infiltration of existing and proposed storm drainage facilities and
roadways.
13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD) as required.
14. It shall be the responsibility of the contractor to have a copy Of these approved
plans on construction site at all times.
15. Any changes to the design shall first be reviewed and approved by the City of
Yelm.
16. All STEP mains shall be hydrostatically tested in conformance with the above -
referenced specification for testing water mains. (See note 1). In adddition, all
STEP mains shall be pigged /cleaned in the presence of the City Inspector prior to
placing STEP main in service.
17. Prior to backfill all mains and appurtenances shall be inspected and approved by
the City of Yelm. Approval shall not relieve the contractor for correction of any
deficiencies and /or failures as determined by subsequent testing and inspections.
It shall be the contractor's responsibility to notify the City of Yelm for the
required inspections.
18. Pump control panels shall be located on garage wall or remote post, unless
otherwise authorized by the City of Yelm.
19. In the event that the Department of Labor and Industries or the City should
require a separate "on -off' switch controlling power to the pump control panel,
said switch must be lockable or have a locking cover to hold an Olyrnpus type
BP125, 30mm padlock.
20. Inspections for onsite STEP installations are required. A 24 -hiour notice to the
sewer department is required prior to the inspection.
Items needing inspection are:
a) Tank installation, i.e., bedding and location
b) Tank infiltration, exfiltration test
c) S.S. pressure test
d) Service line pressure test
e) Final Inspection
21. All lumber (plywood, etc.) used to mount either pump control parnel or power meter
must be pressure treated.
EXISTING UTILITY NOTE:
EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTIILITIES PRIOR
TO CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-424-5555,48
HOURS IN ADVANCE.
THIS DRAWING DOES NOT REPRESENT RECORD DOCUMENT,
Uf4LESS CERTIFIED BY HATTON GODAT PANTIER,
MAY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
WATER MAIN INSTALLATION NOTES
1. All workmanship and material shall be in accordance with City of
Yelm standards and the most current copy of the State of
Washington Standard Specifications for Road, Bridge and Municipal
Construction.
2. All work in city right -of -way requires a permit from the City of
Yelm. Prior to any work commencing, the general contractor shall
arrange for a preconstruction meeting to be attended by all major
contractors, representatives of involved utilities, and the City
of Yelm. Contact the Public Works Department at (360) 458 -8410 to
schedule the meeting. The contractor is responsible to have a set
of approved plans at the meeting.
3. Water mains shall meet the following specifications:
Polyvinyl Chloride (PVC) Pipe (under 4 inches): Pipe material
shall be PVC 1120, PVC 1220, or PVC 2120, and have minimum wall
thickness equal to or less than the Standard Dimension Ratio (SDR)
of 21, and meet the requirements of WSDOT Standard Specifications
Section 9- 30.1(5)B.
Polyvinyl Chloride (PVC) Pipe (4 through 12 inches): Shall meet
the requirements of AWWA C900, Class 150 wall thickness equal to
or greater than the SDR of 18, and meet the requirements of WSDOT
Standard Specifications Section 9 -30.1 (5)A.
Polyvinyl Chloride (PVC) Pipe (14 through 20 inches): Shall meet
the requirements of AWWA C905 wall thickness equal to or less than
the SDR of 18.
Ductile Iron Pipe (DIP): DIP shall conform to AWWA C151 Class 50
or greater, and shall be 1/16 -inch cement lined and sealed in
accordance with ANSI / AWWA C104 / A21.4 -90, and meet the
requirements of WSDOT Standard Specification Section 9- 30.2(1).
Six -inch fire hydrant spools shall be Class 52.
4. Gate valves shall be resilient wedge, NRS (Non Rising Stem) with
O -rings seals. Valve ends shall be mechanical joint or ANSI
flanges. Valves shall conform to AWWA 509 -80. Valves shall be
Mueller, M & H, Kennedy, Clow R/W or Waterous Series 500.
Existing valves to be operated by City employees only.
5. Hydrants shall be M & H Reliant Style 929 or 129, Mueller
Centurion, or Clow Medallion. Hydrants shall be bagged until
system is approved.
6. All lines shall be chlorinated and tested in conformance with the
above referenced specification (Note 1).
7. All pipe and services shall be installed with continuous tracer
tape installed 12" to 18" under the final ground surface. The
marker shall be plastic non- biodegradable, metal core or backing
marked "water' 2- inch -wide minimum, which can be detected by a
standard metal detector. Tape shall be Terra Tape "D" or approved
equal. In addition to tracer tape, install 14 gauge heavy duty
direct bury coated copper wire (PAIGE "UF" single conductor or
equal), wrapped around the pipe, brought up and tied off at valve
body. All wire connections shall use wire nuts and a DBR Splice
Kit, manufactured by 3 -M or approved equal. All locator wire for
service pipe shall be connected to the locator wire on the water
main.
8. Provide traffic control plan(s) as required in accordance with
MUTCD.
9. All water mains shall be staked for grades and alignment by an
engineering or surveying firm capable of performing such work.
10. All service line locations shall be marked on the face of the curb
with an embossed "W' 1/4 inch into concrete.
11. Call Underground Locate at 1- 800 -424 -5555 a minimum of 48 hours
prior to any excavations.
12. The City will be given 72 hours notice prior to scheduling a
shutdown. Where connections require "field verification ",
connection points will be exposed by contractor and fittings
verified 48 hours prior to distributing shut -down notices.
13. At any connection to an existing line where a new valve is not
installed, the existing valve must be pressure tested to City
standards prior to connection. If an existing valve fails to pass
the test, the contractor shall make the necessary provisions to
test the new line prior to connection to the existing system or
install a new valve.
14. After completion of all items shown on these plans and before
acceptance of the project, the contractor shall obtain a "punch
list" prepared by the City's Inspector detailing remaining items
of work to be completed. All items of work shown on these plans
shall be completed to the satisfaction of the City prior to
acceptance of the water system and provision of sanitary sewer
service.
15. A copy of these approved plans and applicable city developer
specifications and details shall be onsite during construction.
16. Any revisions made to these plans must be reviewed by the
developer's engineer and the City of Yelm prior to any
implementation in the field. The City shall not be responsible
for any errors and /or omissions on these plans. ❑
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AGENCY NO. 5PR -05- 0673 -YL
SHEET: 8 OF 13
E: /dgn /05- 000/05 -055
INDEX: 05- 055util.dwg
■ JOB: 05 -055
1
SW 1149 OF THE NEW 1/4, OF SECTION 29, TOWNSHIP 17 N., RANGE 2 E., W.M.
20 10 0 20 40
SCALE: 1" = 20'
VERTICAL DATUM
NVGD 29
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THURSTON
MAR COUNTY
NEW HOSE BIB
BENCHMARK NO. 788
SURFACE MONUMENT WITH BRASS CAP W 1/4,
CONTROL SECTION 29, T17N, R2E
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EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
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TO CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-424-5555,48
HOURS IN ADVANCE.
THIS DRAWING DOES NOT REPRESENT RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY Al TERATIONS TO THE DESIGN SHOWN HEREON MUST BE
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RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR
TO CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-424-5555,48
HOURS IN ADVANCE.
THIS DRAWING DOES NOT REPRESENT RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY Al TERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
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SHEET: 9 OF 13
E: /dg n /05- 000/05 -055
N D EX: 05- 055swr -pp. dwg
JOB: 05 -055
6