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HomeMy WebLinkAboutSUB201400060 Review Comments Final Plat 2014-04-30� /RCir�1Q County of Albemarle Department of Community Development Memorandum To: James Wakefield (linwake@aol.com) CC: Michael Wakefield (JMichaelWakefield @ gmail.com) From: J.T. Newberry (jnewberrykalbemarle.org) Division: Planning Date: April 30, 2014 Subject: SUB201400060 Appleberry Farm Subdivision — Final Plat The Planner will recommend approval of the plat referred to above when the following items have been satisfactorily addressed. (The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review.) Planning 1. [Section 14- 203(G)] A Tier II Groundwater Assessment is required by Section 14- 308.1. Please submit the required $330 fee to complete this requirement. 2. [General Comment] Under the "Zoning" heading, please remove the notes related to the Entrance Corridor overlay district and Flood Hazard overlay district. 3. [Section 14- 302(B)(7)] Please remove the note related to the Green Creek watershed. This subdivision is not located in a water supply protection area, so please state that this land "is not within a water supply watershed." 4. [Section 14- 302(B)(10)] Please refer to the attached GIS map. It appears that WPO buffers do exist within the area proposed to be subdivided. If this is correct, please show the buffers and add the statement from this section as a note to the plat. If this is not the case, then please disregard this comment. 5. [Section 14- 303(A)] Please update the statement of consent to division under the Owner's Approval to match the language shown in this section. 6. [Section 14- 303(D)] Please show the acreage of Tax Map 118, Parcel 29A. 7. [Section 14 -209, Section 14- 234(C)(1), Section 14- 412(A)(2)] Following a site visit with John Anderson (Engineering Division) on April 23rd, it was determined that Appleberry Farm Road does not currently meet all of the standards for streets serving three to five lots. Appleberry Farm Road must demonstrate that it meets these standars prior to final plat approval. Please contact J.T. Newberry at 434 - 296 -5832, ext. 3270 or jnewberrygalbemarle.org for further information about the comments above. Engineering 1. [Section 14- 412(A)(2)(a)] Appleberry Farm Road does not meet the standards for streets serving three to five lots. A road survey or road plans may be necessary to demonstrate the road meets the minimum design requirements (see the attached Private Road Acceptance Procedure for more information). The minimum design requirements that were found to be insufficient (or inconclusively sufficient) include, but are not limited to: a. Travelway width (14 foot minimum) b. Shoulder width (3 foot minimum) c. Minimum crest curve K value (minimum K = 5) 2. [Section 14 -435] Road must be built to standard or bonded for construction prior to final plat approval. Please follow this link for information about the bonding process. If you have additional questions, please contact Ana Kilmer at 434 - 296 -5832, ext. 3246. Please contact John Anderson at 434 - 296 -5832, ext. 3069 or janderson2kalbemarle.org for further information about the comments above. Map is for Display Purposes Only • Aerial Imagery from the Commonwealth of Virginia and Other Sources April 29, 2014 Legend (Note: Some items on map may not appear in legend) 624 -ft— e �uE�ENx�E�m 0 a�RES SUE'S ON 0 a P,w ", 118.29A ® aE�REA,�Ra�RsM a s „� ` "E 6p 612 -ftl - V300]Ew on tours 1 i� s 118 -29�` h TM: Water Protection Ordinance Buffer a+ X4.9 0 4950 Lco � 9A 118 -30C tt 584 58U ftr \--528 � `a -s1 6524-ft �r620-ft 118 -30 182 ft ��Ilf GIS -Web Geographic Data Services www.albemarle.org (434) 296 -5832 Map is for Display Purposes Only • Aerial Imagery from the Commonwealth of Virginia and Other Sources April 29, 2014 Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under- drains and cross - drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction L concrete tests 2. 3. 1 Nov 2011 g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements, sight easements, and right -of -way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right -of -ways and easements. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right -of -way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared ", or "to the best of my knowledge ", or "generally in accord ". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re- alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County.