| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Public Works Review
|
Approved
|
|
09/09/2024
|
|
|
Amber Gregory
|
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|
Miscellaneous
As previously requested, the plans need cleaned up and the response letter must align with the response letter.
1. The callout for the abandoned service for lot 6 is pointing to the ROW line and not the service tap.
2. The water service to lot 8 is showing as being bored. Why would you bore the 3/4" service?
3. There is a stray callout for the 4" SDR pipe that points to nothing.
4. A random sewer line is shown parallel to the existing sewer main. Remove it or identify what it is.
5. The "replace and repair" callout on the main does not align with the response letter and verbal conversations that the service is a direct tap. Note 4 states that the tap needs confirmed yet the letter states a direct tap.
Again, please do not submit again until all comments are addressed and the plans are reviewed for quality control and alignment with the response letter.
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|
|
|
|
Public Works Review
|
Failed
|
|
09/03/2024
|
|
|
Amber Gregory
|
|
|
Miscellaneous
Why does the long service go from 6" to 4"?
|
|
|
Miscellaneous
Confirm if the existing service tap identified as being replaced and repaired is a full bodied wye or a saddle tap. A full bodied wye would need sectioned out of the main and repair couplings installed. Is this the intent? If so a bypass would need to be installed for the existing sewer main.
**The connection type and a bypass pumping plan must be provided (if necessary)
|
|
|
Miscellaneous
Where is the existing sanitary sewer service for Lot 9 being abandon? The existing services must be shown on the plans.
|
|
|
Miscellaneous
provide the private sewer service easement recorded document
This will be provided once services are installed. [Amber Gregory @ 09/03/2024 11:24 AM]
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|
|
Miscellaneous
Per the Muni-code, joint sewer services are not allowed. The response letter states that the 6" line is a joint service line. The service line also starts with a 4" line then turns to 6". Correction 4 states that you do not want to stub to lot 7 but drawing shows lot 7 stub and connection to joint service line. If Lot 7 does not wish to be stubbed, that is fine but there is no room on the shown plan for future connection and future connection must be accounted for.
|
|
|
Miscellaneous
Per the Standards, cleanouts are required any time bends are greater than 45-degrees. Add cleanouts where required.
|
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|
Miscellaneous
In response t o correction 2 question - why wouldn't you use the wye if it is working? Where is the service leaking? A cap will not fix a broken wye. If the wye is leaking at the connection of the service line, the service line can be pulled out and a new service installed.
|
|
|
Miscellaneous
Stray callouts are located all over the document and linework is not labeled. Are you installing the 6"/4" line right at the creek bank? Please clean up the plans and make sure everything follows city standards and is consistent prior to resubmittal.
|
|
|
Miscellaneous
As previously requested, the plans need cleaned up and the response letter must align with the response letter.
1. The callout for the abandoned service for lot 6 is pointing to the ROW line and not the service tap.
2. The water service to lot 8 is showing as being bored. Why would you bore the 3/4" service?
3. There is a stray callout for the 4" SDR pipe that points to nothing.
4. A random sewer line is shown parallel to the existing sewer main. Remove it or identify what it is.
5. The "replace and repair" callout on the main does not align with the response letter and verbal conversations that the service is a direct tap. Note 4 states that the tap needs confirmed yet the letter states a direct tap.
Again, please do not submit again until all comments are addressed and the plans are reviewed for quality control and alignment with the response letter.
|
|
|
|
|
Public Works Review
|
Failed
|
|
08/27/2024
|
|
|
Amber Gregory
|
|
|
Miscellaneous
Why does the long service go from 6" to 4"?
|
|
|
Miscellaneous
Confirm if the existing service tap identified as being replaced and repaired is a full bodied wye or a saddle tap. A full bodied wye would need sectioned out of the main and repair couplings installed. Is this the intent? If so a bypass would need to be installed for the existing sewer main.
**The connection type and a bypass pumping plan must be provided (if necessary)
|
|
|
Miscellaneous
Where is the existing sanitary sewer service for Lot 9 being abandon? The existing services must be shown on the plans.
|
|
|
Miscellaneous
If sanitary sewer stubs are being created for future connection, the ends must be capped and the stubs be identified per Standards. Provide all required stub information.
|
|
|
Miscellaneous
provide the private sewer service easement recorded document
|
|
|
Miscellaneous
Several comments keep getting ignored with each resubmittal. Please provide a comment letter that addresses questions. How is lot 7 going to be served by sewer?
|
|
|
Miscellaneous
Per the Muni-code, joint sewer services are not allowed. The response letter states that the 6" line is a joint service line. The service line also starts with a 4" line then turns to 6". Correction 4 states that you do not want to stub to lot 7 but drawing shows lot 7 stub and connection to joint service line. If Lot 7 does not wish to be stubbed, that is fine but there is no room on the shown plan for future connection and future connection must be accounted for.
|
|
|
Miscellaneous
Per the Standards, cleanouts are required any time bends are greater than 45-degrees. Add cleanouts where required.
|
|
|
Miscellaneous
In response t o correction 2 question - why wouldn't you use the wye if it is working? Where is the service leaking? A cap will not fix a broken wye. If the wye is leaking at the connection of the service line, the service line can be pulled out and a new service installed.
|
|
|
Miscellaneous
Stray callouts are located all over the document and linework is not labeled. Are you installing the 6"/4" line right at the creek bank? Please clean up the plans and make sure everything follows city standards and is consistent prior to resubmittal.
|
|
|
|
|
Public Works Review
|
Failed
|
|
08/23/2024
|
|
|
Amber Gregory
|
|
|
Miscellaneous
Why does the long service go from 6" to 4"?
|
|
|
Miscellaneous
Confirm if the existing service tap identified as being replaced and repaired is a full bodied wye or a saddle tap. A full bodied wye would need sectioned out of the main and repair couplings installed. Is this the intent? If so a bypass would need to be installed for the existing sewer main.
|
|
|
Miscellaneous
Where is the existing sanitary sewer service for Lot 9 being abandon? The existing services must be shown on the plans.
|
|
|
Miscellaneous
If sanitary sewer stubs are being created for future connection, the ends must be capped and the stubs be identified per Standards. Provide all required stub information.
|
|
|
Miscellaneous
provide the private sewer service easement recorded document
|
|
|
Miscellaneous
Several comments keep getting ignored with each resubmittal. Please provide a comment letter that addresses questions. How is lot 7 going to be served by sewer?
|
|
|
|
|
Utilities Review - City
|
Failed
|
|
08/21/2024
|
|
|
Amber Gregory
|
|
|
|
|
Public Works Review
|
Failed
|
08/20/2024
|
08/20/2024
|
|
|
Amber Gregory
|
|
|
Miscellaneous
All bends must be shown. The cleanout at Lot 6, Block 12 must also have a bend
|
|
|
Miscellaneous
Lengths between fittings, min. grade, min. depth, must be shown on the plans.
|
|
|
Miscellaneous
cleanouts are required when bends are greater than 45-degrees whether it be a singular or aggregate bend configuration. Add cleanouts.
|
|
|
Miscellaneous
Why does the long service go from 6" to 4"?
|
|
|
Miscellaneous
Confirm if the existing service tap identified as being replaced and repaired is a full bodied wye or a saddle tap. A full bodied wye would need sectioned out of the main and repair couplings installed. Is this the intent? If so a bypass would need to be installed for the existing sewer main.
|
|
|
Miscellaneous
Where is the existing sanitary sewer service for Lot 9 being abandon? The existing services must be shown on the plans.
|
|
|
Miscellaneous
Callouts are cut off in the viewport for the water service. Correct.
|
|
|
Miscellaneous
If sanitary sewer stubs are being created for future connection, the ends must be capped and the stubs be identified per Standards. Provide all required stub information.
|
|
|
Miscellaneous
provide the private sewer service easement recorded document
|
|
|
|
|
Public Works Review
|
Failed
|
|
08/09/2024
|
|
|
Amber Gregory
|
|
|
Miscellaneous
All bends must be shown. The cleanout at Lot 6, Block 12 must also have a bend
|
|
|
Miscellaneous
Lengths between fittings, min. grade, min. depth, must be shown on the plans.
|
|
|
Miscellaneous
cleanouts are required when bends are greater than 45-degrees whether it be a singular or aggregate bend configuration. Add cleanouts.
|
|
|
Miscellaneous
Why does the long service go from 6" to 4"?
|
|
|
Miscellaneous
Confirm if the existing service tap identified as being replaced and repaired is a full bodied wye or a saddle tap. A full bodied wye would need sectioned out of the main and repair couplings installed. Is this the intent? If so a bypass would need to be installed for the existing sewer main.
|
|
|
Miscellaneous
Where is the existing sanitary sewer service for Lot 9 being abandon? The existing services must be shown on the plans.
|
|
|
Miscellaneous
Callouts are cut off in the viewport for the water service. Correct.
|
|
|
Miscellaneous
If sanitary sewer stubs are being created for future connection, the ends must be capped and the stubs be identified per Standards. Provide all required stub information.
|
|
|
|
