| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Engineering Review
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Approved with Conditions
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12/22/2021
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12/16/2021
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Karen Quackenbush
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DE C&O #01 Eng Plans – FP/PP
Corrective Action Required
All required engineering plans and studies, including water lines, sanitary sewers, storm drainage, streets and erosion and sediment control shall be submitted along with the final plat and approved prior to the approval of the final plat. All public infrastructure must be substantially complete, prior to the issuance of any building permits.
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DE C&O #02 Master Drainage Plan
Corrective Action Required
A Master Drainage Plan (MDP) shall be submitted and approved in accordance with the City’s Design and Construction Manual for all areas of the development, including all surrounding impacted areas, along with the engineering plans for the development. The MDP shall address drainage level of service issues on an individual lot basis.
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DE C&O #03 Eng & Insp Fees
Corrective Action Required
All Engineering Plan Review and Inspection Fees shall be paid prior to approval of the associated engineering plans and prior to the issuance of any site development permits or the start of construction (excluding land disturbance permit).
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DE C&O #04 Cert FA or Escrow
Corrective Action Required
All subdivision-related public improvements must have a Certificate of Final Acceptance prior to approval of the final plat, unless security is provided in the manner set forth in the City's Unified Development Ordinance (UDO) Section 7.340. If security is provided, building permits may be issued upon issuance of a Certificate of Substantial Completion of the public infrastructure as outlined in Article 3, Division V, Sections 3.540 and 3.550 and Article 3, Division IV, Section 3.475 of the UDO, respectively.
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DE C&O #05 As-Graded MDP
Corrective Action Required
The As-graded Master Drainage Plan shall be submitted to and accepted by the City prior to the issuance of a Certificate of Substantial Completion and prior to the issuance of any building permits for the development.
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DE C&O #06 Land Disturbance
Corrective Action Required
A Land Disturbance Permit shall be obtained from the City if groundbreaking will take place prior to the issuance of a site development permit, building permit, or prior to the approval of the Final Development Plan / Engineering Plans.
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DE C&O #07 Easements
Corrective Action Required
All permanent off-site easements, in a form acceptable to the City, shall be executed and recorded with the Jackson County Recorder of Deeds prior to the issuance of a Certificate of Substantial Completion or approval of the final plat. A certified copy shall be submitted to the City for verification.
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DE C&O #08 Changes to MDP
Corrective Action Required
A restriction note shall be included on the final plat stating: “Individual lot owner(s) shall not change or obstruct the drainage flow paths on the lots, as shown on the Master Drainage Plan, unless specific application is made and approved by the City Engineer."
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GIS Review
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No Comments
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12/15/2021
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12/14/2021
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Kathy Kraemer
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Traffic Review
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No Comments
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12/15/2021
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12/14/2021
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Brad Cooley, P.E., RSPI
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Planning Review
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No Comments
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12/15/2021
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12/14/2021
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Hector Soto Jr.
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Fire Review
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No Comments
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12/15/2021
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12/09/2021
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Jim Eden
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Planning Review
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Corrections
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10/06/2021
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10/06/2021
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Hector Soto Jr.
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Corrective Action Required
EASEMENTS.
- Label the width for the U/E along the rear of all the lots on the north side of SW Flintrock Dr.
- Label the widths for the U/E along the SW Stoney Brook Dr frontage of Lots 166 and 196.
- Label the widths for the U/Es between Lots 169/170, 173/174 and 188/189.
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GIS Review
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No Comments
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10/06/2021
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10/06/2021
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Kathy Kraemer
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Engineering Review
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Corrections
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10/06/2021
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10/06/2021
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Gene Williams, P.E.
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Corrective Action Required
Please see previous comment letter. Easement width was not revised as requested for the sanitary line running between Lots 179 and 178. I am showing a 14 foot deep sanitary sewer between Lots 178 and 179, and hence, a 30 foot general utility easement is required, assuming the line is centered within the easement and an allowance for pipe width. The easement width shall be a minimum of 15 feet on each side of the lot in order to meet minimum easement widths.
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Corrective Action Required
Please see previous applicant letter concerning the side yard easements containing storm lines. It appears these were not widened (plat is now missing the easement width). This would pertain to Lots 173 and 174, 188 and 189, and 169 and 170. Easement width should be twice the maximum depth of the line, plus an allowance for the width of the pipe. Minimum easement width is always based on measurements from the outside of the pipe, so please ensure the easement width meets this requirement. Depth shall be measured at the deepest point along the easement, which would appear to be approximately 12 feet the first two lot groups (storm line 2), and approximately 10 feet for the last lot group (storm line 1) . It would appear the total width of the easement for storm line 2 should be 25.5 feet, and 21 feet for storm line 1. These widths are based on storm lines which are centered within the easement.
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Corrective Action Required
Previous submittal included the easement width on the plat for the side yard easements containing storm lines. These were noted as 5 feet. The most recent submittal does not include the width, but manually scaling the width shows it did not change. Please ensure all easement widths are noted on the plat. Please see comment 2 above, however, since 5 feet on each side of the lots will not be sufficient.
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Traffic Review
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No Comments
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10/06/2021
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10/05/2021
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Brad Cooley, P.E., RSPI
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Fire Review
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No Comments
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10/06/2021
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10/01/2021
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Jim Eden
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Engineering Review
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Corrections
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08/16/2021
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08/17/2021
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Gene Williams, P.E.
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Corrective Action Required
Easement between Lots 178 and 179 is too narrow for the utility in question. In accordance with the Design and Construction Manual, easement width shall be twice the depth of the utility line, assuming the utility line is centered within the easement.
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Corrective Action Required
Easement width between all other lots containing stormwater lines along the sideyard appear to be too narrow. Please see above comment for requirements.
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Corrective Action Required
Floodplain note does not appear valid. It would appear from the grading plan contained within the engineering plans that a portion of the plat is within the regulatory floodplain.
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Corrective Action Required
Please show the location of the regulatory floodplain in plan view format and numeric format, with base flood elevation callouts at key intervals.
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Corrective Action Required
Will the lots within the regulatory floodplain be removed by a CLOMR-F?
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Corrective Action Required
Easement width around the cul-de-sac bulb shall be 15 feet rather than 10 feet. This is a requirement contained in the Design and Construction Manual.
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Traffic Review
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Corrections
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08/16/2021
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08/16/2021
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Brad Cooley, P.E., RSPI
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Corrective Action Required
Max. horizontal road radii is 200'.
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Planning Review
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Corrections
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08/16/2021
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08/12/2021
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Hector Soto Jr.
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Corrective Action Required
CITY SIGNATURE BLOCK.
- Correct the City Clerk's name to Trisha Fowler Arcuri.
- Add a signature line for the Mayor.
- The approval language at the head of the signature block is that for a minor plat. Update it with the language for a final plat.
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Corrective Action Required
PLAT TITLE.
- The title block lists this as Napa Valley 4th Plat. Update the plat number to 5th Plat.
- The same comment applies at the head of the legal description.
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Corrective Action Required
EASEMENTS. Language defining and dedicating the D/E is required to be added to the plat.
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Corrective Action Required
ADDRESSES. Addresses for the proposed lots will be sent under separate cover.
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GIS Review
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Corrections
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08/16/2021
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08/04/2021
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Kathy Kraemer
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Corrective Action Required
Need addresses or an address table.
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Fire Review
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No Comments
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08/16/2021
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08/04/2021
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Jim Eden
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