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HomeMy WebLinkAboutSUB201800177 Action Letter 2018-12-21�� _1- �IRGIL�P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 December 21, 2018 Brian J. Chambers Chambers Land Surveying 253 Willow Drive Charlottesville VA 22903 John Wilson Timmons 608 Preston Ave. Charlottesville VA 22903 RE: SUB201800177 Property of Bella Signature Homes LLC — Preliminary Subdivision Plat Mr. Chambers & Mr. Wilson: The Agent for the Board of Supervisors hereby grants administrative approval with conditions to the above referenced preliminary subdivision plat. This approval shall be valid for a period of five (5) years from the date of this letter, provided that the developer submits a final plat for all or a portion of the site within one (1) year after the date of this letter as provided in the Section 14-226 of the Code of the County of Albemarle, and thereafter diligently pursues approval of the final plat. The final plat will not be considered to have been officially submitted until the following items are received: 1. A final plat that satisfies all of the requirements of section 14-303 and sections 14-304 through 14-318 the Code, and the conditions attached to this letter. 2. Applicable fee outlined in the application. Please submit 10 copies of the Final plat to the Community Development Department. The assigned Lead Reviewer will then distribute the plat to all reviewing agencies. Once you receive the first set of comments on the final plat, please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final plat for signature until tentative approvals for the attached conditions from the following agencies/reviewers have been obtained: SRC Members: Albemarle County Planning Services (Planner) - 2 copies [Paty Satemye (434)-296-5832 Ext. 3250] Albemarle County Engineering Services (Engineer) - 1 copy [John Anderson (434)-296-5832 Ext. 3069] Albemarle County Information Services (E911) - 1 copy [Andrew Walker (434)-296-5832 Ext. 3031] Albemarle County Department of Fire Rescue - 1 copy [Shawn Maddox (434-326-2623] Virginia Department of Transportation - 2 copy [Adam Moore (434)422-9399] Virginia Department of Health - 1 copy [Josh Kirtley (434)-972-6288] Albemarle County Building Inspections - 1 copy [Michael Dillinger (434)-296-5832 Ext. 3228] If you have any questions about these conditions or the submittal requirements please feel free to contact me at Extension 3250, psatemye@albemarle.org. Sincerely, Pa� y Senior Planner County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA, 22902 Phone 434-296-5832 Fax 434-972-4126 Memorandum To: Bryan J. Chambers(chamberslandsurveving(a)vahoo.com) & John Wilson (lohn.wilson(a)timmons.com) From: Paty Saternye, Senior Planner Division: Planning Date: November 13, 2018 UPDATE: December 20, 2018 Subject: SUB201800177 Property of Bella Signature Homes, LLC — Preliminary Plat The County of Albemarle Planning Division will approve the plat referenced above once the following comments 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.): [Each comment is preceded by the applicable reference, which is to the Subdivision/Zoning Ordinances unless otherwise specified.] Comments required to be addressed prior to Preliminary Subdivision Plat Approval: 1. [14-308.1] Groundwater assessment information. A draft Tier 3 groundwater management plan must be submitted prior to conditional approval of preliminary subdivision plat. UPDATE: Comment sufficiently addressed for preliminary plat. Draft groundwater assessment was submitted and reviewed by engineering. See engineering comments. 2. [14-302(A)(13) & 14-305] Proposed facilities; Stormwater management information. As specified in the engineering comments, prior to preliminary subdivision approval, revise the plat to show sormwater management at concept level. The proposed topography along the private street does not appear to show drainage and does not appear to match those shown in private street request exhibits. UPDATE: Comment sufficiently addressed for Dreliminary Dlat. A revised Dlat includina stormwater manaaement concept was submitted and reviewed by enaineerina. See engineering comments Comments to be addressed with the Final Subdivision Plat Approval: 3. [14-303] Contents offinal plan. Revise the plat to include and meet all requirements of a final plat. 4. [14-302(A)(3)] Existing or platted streets. Revise the plat to specify the width of the existing prescriptive right of way easement on the subject property, and the right of way width in front of the adjoining parcels, along Route 743. UPDATE: Comment chanaed. Road was chanced from private street to public street with a resubmission prior to Dreliminary plat approval. Revise plat to specifv the width of the roposed public right of way dedication 5. [14-302(A)(10)] Right offurther division. Revise note #3 to state "... each of which is assigned 1 development right ...". UPDATE: Comment addressed with resubmission prior to preliminary plat approval. 6. [14-302(A)(13) & 14-3051 Proposed facilities; Stormwater management information. Revise the plat to show the location of proposed drainage and stormwater related improvements. The proposed topography along the private street does not appear to show drainage and does not appear to match those shown in private street request exhibits. UPDATE: Comment partially addressed. A revised plat including stormwater management concept was submitted and reviewed by engineering. Revise plat prior to final plat resubmission to address engineering comments. 7. [14-302(A)(14) & 14-3141 Land to be dedicated in fee or reserved; Identification of all interests of the County in property. Revise the label for the area to be dedicated for Route 743 to include the wording "to be dedicated to the County for public use." Also, revise note #10 to include the same wording. 8. [14-302(A)(5) & 14-303(L)] Public easements; Public utility, drainage and sight distance easements. Address the following: a) Since sight distance easements are proposed across the adjoining parcels, then the following must be addressed: i. If it will be a private street either: a. The owners of the adjoining properties (TMP45-59E1 & TMP45-59C) must also sign the plat or b. A plat and deed of easement must be created and recorded for the sight distance easement prior to approval of the final plat. Proof of recordation must be provide of the county UPDATE: Comment no longer needed. A revised plat change the proposed street to a public was submitted and reviewed by engineering. See engineering comments. ii. If it will be a public street do both of the following: a. Add a label to the proposed site distance easements that states "Dedicated to the County for Public Use" UPDATE: Comment partially addressed. Revise the label for the proposed public street to include the wording "Dedicated to the County for Public Use". u ,,ibmit the deed of easement for review. The deed must be reviewed by the County, approved, signed and notarized and then recorded with the easement plat. UPDATE: Comment no longer required since street is now proposed to be public. b) Show any proposed drainage easements on plat and label them as either public or private. The drainage for the private street appears to impact the adjoining lot. UPDATE: Comment revised. Show the public drainage easements on the plat and submit the proposed deed of easement for the drainage easements. Please note: A template for this deed will be provided to you during the final plat review process. 9. [14-303(D)] Acreage of lots. Revise plat as required to ensure acreage of proposed lots is correct. See engineering comments. 10. [14-303(E)] Dimension standards and information on all lots, streets, alleys, easements, and shared driveways. Address the following: a) Provide curve tables for curve data. b) Provide the boundary information for all sight distance easements. 11. [14-303(0)&(P)l Signature panels; Notary panels. If adjoining property owners will be signing plat (see above), in order to approve sight distance easements on their property, then revise the plat include signature panels and notary panels for those owners. 12. [14-303(Nl)] Street names. Provide proposed street name for the proposed private street. Work with E91 1 reviewers to ensure name meets street name criteria. UPDATE: Comment partially addressed. The resubmitted plat has a street name proposed. This street name must be approved by E911. That review will be done with the final plat. However, the applicant can contact the E911 reviewer prior to final plat submittal to verify if the name proposed would meet all the criteria. 13. [14-303(N)] Statement pertaining to private streets. If a private street is not approved note # 11 must be edited appropriately. UPDATE: Comment addressed. 14. [14-303(11)] Monuments. Revise the plat to clearly specify the monuments for the new lots are "to be set". 15. [14-303(R)l Parent parcel access. Provide the following note: "All subsequent division of the residue shall enter only onto such streets) shown on the approved final plat and shall have no immediate access onto to any public street. " 16. [14-303(S)l Control points. Control points must be submitted. At the option of the subdivider, the control points may be shown on a copy of the final plat, rather than on the original final plat. 17. [14-3061 Private Street Information. See separate private street request comments below. UPDATE: Comment no longer required because private street no longer proposed. 18. [14-308.11 Groundwater assessment information. Final Tier 3 groundwater management plan must be approved prior to approval of final plat. 19. [14-309 & 14-3101 Soil evaluations & Health director approval of well and septic systems. Address the following: a) Submit the soil work for each lot to County planning staff who will forward it onto the Health Department for their review/approval. b) Prior to final subdivision plat approval each lot shall have a primary and reserve drainfield location and individual well approved by the Health Department. c) The final plat will not be approved until VDH approves the drainfield locations for all 5 lots. Revise note #6 appropriately to remove any reference to a possible relocation of the drainfield for lot 5. 20. [14-311, 14-434 & 14-4351 Infrastructure improvement plans; Completion of on -site improvements required prior to plat approval; Agreement and surety. Road Plan and WPO Plan must be approved, all required improvements must be built or bonded, and all required Deeds and Declarations must be reviewed and approved prior to Final Plat approval. 21. [14-3161 Approval of entrance onto public streets. The subdivider shall submit, prior to or with the final plat, evidence satisfactory to the agent that the entrance of the principal means of access for each lot onto any existing or proposed public street complies with Virginia Department of Transportation standards. 22. [14-317] Instrument evidencing maintenance of certain improvements. Address the following: a) Revise note #11 to either specify the name of the HOA that will maintain the private street or specify that the owners of the lots abutting the streets will be maintaining the streets. b) Submit with the final plat an instrument assuring the perpetual maintenance of the proposed private street and any other improvements that are to be maintained in perpetuity. Ensure that all required information is included in the document(s). See the attached template and checklist for instruments evidencing maintenance. If the template is not utilized then the proposed document must have highlighting to show where each checklist item is provided and the number of the checklist item written next to the highlighted area. UPDATE: Comment no longer required because private street no longer proposed. 23. [Comment] Add the lot information for the property adjoining the back of the subject property, which is TMOP 45-59H. Include the TMP, Owner, and Deed Book information. UPDATE: Comment addressed. 24. [Comment] The final plat will not be approved until the private street request has been approved, and the plat matches what was approved, or the road has been changed to be a public road and VDOT has approved it. UPDATE: Comment revised. The final plat will not be approved until the public road design and location has been approved by VDOT, Fire Rescue and engineering. PLEASE NOTE: The first submittal of the plat was reviewed by VDOT and Fire Rescue. That plat showed a private street and a different design at the end of the proposed street. The revised plat, showing a public street has not been reviewed by VDOT and Fire Rescue. Their review of the public version of the street will take place during the final plat review. The plat will not be approved until VDOT, Fire Rescue and engineering approve the plat and the road design. 25. [Comment] A copy of the VDOT letter stating that the circumstance warrant an exception to the SSAR connectivity requirements has been received by the County. 26. [Comment] Attached find most of the comments from the other reviewers. Health Department comments will be forwarded when they are available. UPDATE: Comment revised. The VDH comment has been received and added to this updated comments/conditions letter. Also, please note that all two engineering comments have been included in this updated comment letter. That includes their comments for the revised version of the plat and the comments for the draft groundwater assessment. Comments to be addressed for the Private Street Request f14-3016, 14-232 & 14-234fA): 114-3061 Private Street Information. Ensure that all information required for private streets with prelim plat submission in 14-232 and 14-234(A) are provided either in the request letter or the exhibit. UPDATE: Comment no longer required because private street no longer proposed. 2. See Engineering, Fire Rescue and VDOT comments labeled as "Private Street Request". If a public street is still be requested then revise the submitted documents and exhibits in order to address the comments on design minimums for both the private street and public street scenarios. UPDATE: Comment no longer required because private street no longer proposed. 3. The location of the road on the exhibits does not match that shown in the preliminary plat. Ensure that the roads shown in the exhibits fit within the Private Street easement width specified of 50'. Accurately show the impact of the grading on the adjoining parcels so that any requirement for grading easements can be determined. UPDATE: Comment no longer required because private street no longer proposed. 4 4. Accurately show the stone drainage on the exhibit so that any impacts to the adjoining parcels can be determined and the need for off -site easements also determined. UPDATE: Comment no longer required because private street no longer proposed. 5. It appears that between the larger cul-de-sac required by Fire Rescue for the private street, and the alternative minimum VDOT road requirements for the public road listed by Engineering, there may no longer be 30% or greater difference in the degradation to the environment that was specified in the private street request. Evaluate what has been specified by all reviewers in reference to the private street request and then let the planning reviewer know if you are withdrawing the private street request or not. UPDATE: Comment no longer required because private street no longer proposed. 6. If the private street request is to move forward, to planning commission review, address the following: a) Revise the request so that it specifies that VDOT has already granted the exception for connectivity. b) Specify on the plat the source of the topography. 14-234(A)(1)(a)(ii) states that it must be field -run topography unless approved by the County Engineer. c) Provide documentation explaining how the perpetual maintenance of the private street and identifying the person or entity that will be responsible for maintaining the improvements. The plat currently specifies Bella Signature Homes, LLC. It must be maintained by an HOA or the adjoining owners. UPDATE: Comment no longer required because private street no longer proposed. Ensure the private streets shown in the exhibit meet all minimum required for private streets serving three to five lots in the rural areas. It appears that they do not meet the minimum distance from the shoulder to the ditch line specified in 14-412(A)(2)(a)(i). UPDATE: Comment no longer required because private street no longer proposed. Please contact Paty Saternye in the Planning Division by using psaternve(c .albemarle.org or 434-296-5832 ext. 3250 for further information. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 Project: Property of Bella Signature Homes — Preliminary Plat Plan preparer: Bryan Chambers, CLS, 253 Willow Drive /Keswick, VA 22947 [chamberslandsurveving((i�vahoo.com] John Wilson, Timmons, 608 Preston Ave, Ste. 200, Charlottesville, VA 22902 [i ohn. wi I son(a),timmons. coml Owner or Rep: Luke Kitelinger, Bella Signature Homes LLC, 1410 Rialto Street (Applicant) Charlottesville, VA 22902 [kitelin erl yahoo.com] Plan received date: 2 Oct 2018 (Rev. 1) 7 Dec 2018 (Manus Tier 3 Report) Date of comments: 14 Nov 2018 (Rev. 1) 10 Dec 2018 Reviewer: John Anderson Project Coordinator: Paty Satemye SUB21800177 1. Once Albemarle County recommends approval or denial of private street request, prepare and submit Road Pim \„nic;nori},ri,ol'lwio"(1 11 n1 11'1+".11 1 ,11]test convenience. Link to Road Plan Application: (Rev. 1) Addressed. Applicant response: `Public street proposed.' Intl). ice ��.ulbnnarlcorn:upload. i ntagcs: Rmns_ccatci: dcparments/Community_Development/forms/applications/Road_Plan _R eview_Application.pdf 2. Show stormwater management at concept level (Approx. area (size)/location, type facility, if known); required for preliminary plat approval. Ref. 9VAC25-870-65, and 9VAC25-870-66. Also, Albemarle County Code, Chapter 17, 17-300 thru 17-303, and 17-400 thm 17-408. (Rev. 1) Not addressed. Applicant response: `Preliminary plat revised per design by Timmons,' but there is no noticeable graphic change that shows conceptual stormwater design. Plat must show approximate location and type of SWM facility proposed (conceptual). Please contact engineering plan reviewer directly to provide guidance, or if questions. Also, please see item 3, below. 3. Submit VSMP /WPO Plan Application. The VSMP must be approved and any required ESC or SWM bonds posted prior to final plat approval. Link to WPO Application: (Rev. 1) Not addressed. Applicant response: `Will do for final plat.' Engineering recommends WPO plan submittal at earliest convenience. A VSMP /WPO plan is required. It is a separate submittal, and VSMP-WPO plan approval is required prior to final plat approval. Also, SWM facilities must be bonded. A SWM Facilities Maintenance Agreement is required. A deed of dedication of SWM facilities may be recorded with final subdivision plat. Listed items are prerequisite to final plat approval, with exception of Deed of Dedication (and SWM facilities easement plat), which may occur with recordation of final subdivision plat (also, item 15). http://www.albemarle.org/upload/images/forms_center/departments/Community_Development/forms/Engineering_and_WPO F orms/WPO_VSMP _Virginia _Stormwater Management_ Pmgram_Application.pdf 4. Note I I is subject to revision, pending road plan review. Road plan must be approved and subdivision improvements built or bonded prior to final plat approval. (Rev. 1) Addressed. 5. Note I I reference to 50' new private street is confusing. If 50' is a proposed RW width, please revise note to clarify. (Rev. 1) Addressed. 6. Provide Note that states that critical slopes exist on Lots 3, 4, 5. (Rev. 1) Partially addressed. Critical slopes may be shown graphically as they are with the revised preliminary plat, but graphic depiction is not required Engineering Review Comments Page 2 of by code. A note is essential. Request for note re -stated. Sheet 2 7. Check Parcel Acreage (shown on Lot 5): should be 18.276 less 0.327 = 17.949 Ac. (Rev. 1) Addressed. 8. SW boundary provides distances to the thousandth decimal (0.001); this is unconventional. Recommend limit to 0.01 level of accuracy and revise overall distance 1585.76' to match. (Rev. 1) Addressed. 9. Recommend eliminate bearing, NE boundary of Lot 1. (Rev. 1) Addressed. 10. Recommend list total distance (in parenthesis) of Lots 1, 2, 3 NE boundary bearing S46°01'07- (Rev. 1) Addressed. 11. Recommend list total distance (in parenthesis) of Lots 3, 4, 5 NE boundary bearing S46°08'00 (Rev. 1) Addressed. 12. Acquire sight distance easements (Lot 1, and off -site, TMP # 45-59C) for Rt. 743. Also, please see item 15., below. (Rev. 1) Not (apparently) addressed; perhaps in process. Comment remains. 13. Provide table for four curves (whether boundary or roadway centerline) clustered at top of sheet 2 along Rte. 743. Label curves Cl, C2, etc. so that curves are more r 1; 1,, identifiable. (Rev. 1) Addressed. 14. Label sight distance bearing -distance, all segments. Provide ties for sight distance easement. Recommend inset detail for sight distance easement. (Rev. 1) Not addressed. Annlicant response: `Will be done on final.' Sheet 3 15. Recommend transfer all easements to a new sheet 4, including: Permanent drainage, SWM facility, RW (public/pvt.), sight distance, and Rte. 743 public RW dedication of 0.327 Ac. (Rev. 1) Not addressed. Applicant response: `Will be done on fmal.' 16. Label parcel adjacent to TMP #45-59M. This parcel appears just above graphic scale. (Rev. 1) Addressed. 17. Provide book -page ref. for Existing 35' Pvt. Road Easement. (Rev. l) Addressed. 18. Lot 2: Recommend revise drain field and/or well location su-: Al field grade elevation is lower than proposed well grade elevation. (Rev. 1) Addressed. Applicant response: `Wells have to be geometrically 100' from DF's to prevent contamination. They are sleeved.' 19. Revise all steep slopes labels to read `critical slopes.' (Rev. 1) Addressed. 20. Ensure cul-de-sac radius meets Fire -Rescue requirements on Final Plat. (Rev. 1) As follow-up: An approved road plan showing turnaround with travel surface dimensions is required for final plat approval. Please submit a Road Plan (separate application) at earliest convenience. Note: Road plan comments on t-style turnaround may necessitate slight revision to subdivision plat, since turnaround right-of-way line segments AA, AB, AC, AD, and curve 7 may or may not meet Fire -Rescue needs. Final plat must be consistent with the approved Road Plan. 21. Provide /label culvert for subdivision road /street sag curve, sized to pass a 25-year storm event. Show on sheet 3. Provide private /public drainage easement for culvert, depending on road type. Also, see item $15, above. (Rev. 1) As follow-up: 25-yr storm event culvert sizing calculations (not yet submitted) will be reviewed with the Road Plan. Please submit Road Plan at earliest convenience. Also, please see item 20, above. Please call if any questions: 434.296-5832 —0069 Thank you SUB201800177 Property of Bella Signature Homes LLC 121018revI Review Comments for SUB201800177 Preliminary Plat Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Thursday, December 13, 2018 DepartmentiDivision/Agency, Review Status: Reviewer John Anderson CDD Enaineerina See Recommendations 2018412/13: Both the plat and the Draft Tier 3 Groundwater Assessment were resubmitted for review. janderson2 12113/2018 4:43 PM: 1. Preliminary plat, sheet 3, shows conceptual SWM consisting of two (2) 42" DIA CMP detention systems (75', 100' L, located on lots 1 & 2; and lot 5) to meet water quantity requirements. Water quality will presumably be met via off -site nutrient credit purchase. Engineering accepts conceptual SWM design, and reminds that Applicant must provide: a VSMP /WPO Plan (Application, with fee); a SWM Facility and Access Easement for SWM facilities located outside public R/W; and deed of dedication and easement. Engineering will formal a template deed of dedication for Applicant once VSMP /WPO plan is approved, and once a SWM Facilities Maintenance Agreement between owner and county is recorded. The SWM Facility and Access Easement may be shown on (recorded with) the Final Plat (recommend a separate sheet). 2. HydroGeo revised Draft Tier III GW Assessment report dated 12/13/18 filled "Key Findings" for Albemarle Co. Parcel #45 -59M HydroGeo Project #18-374 provides quantitative water budget analysis that shows an existing 15,980 gpd groundwater surplus (recharge minus GW pumped) in the pre -developed, 5 household condition, and 13,244 gpd groundwater surplus (post -developed, 10 households), based upon 38.9 Ac. watershed, 15% infiltration rate (85% of 43" annual precipitation assumed runoff /evapotranspiration), including existing /proposed impervious cover. Calculations are suitable for draft and final report, and indicative that'overall recharge post -development will be more than adequate to supply groundwater usage without long-term degradation of groundwater resources' [text, report]. Engineering accepts draft Tier III Groundwater Assessment report, and anticipates no change in acceptance of final Tier III Groundwater Assessment report that repeats draft report calculations. 3. Comments above focus on items required for preliminary plat approval, only. Engineering preliminary plat review comments dated 12/10/18 outline requests for revision and requests for separate Road and VSMP fWPO Plan submittals required for final plat approval. Page0 County of Albemarle Printed On 12120/2018 Review Comments for SUB201800177 Preliminary Plat Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Tuesday, November 20, 2018 DepartmentlDivisioNAgency Review Status: Reviewer: Health Department Requested Changes The Health Department has not reviewed the soils report for the proposed sewage disposal systems for any of the lot indicated. - As such, I cannot ensure that septic systems will be approved until a review of the soils information is completed. Also, there is a note regarding the proposed drainfield on Lot 5 and that it will be relocated, I recommend that the applicant complete this task prior to resubmittal. Page0 County of Albemarle Printed On 11f2812018 Stephen C. Brich, P.E. Commissioner COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper Vag,nla 22701 October 23, 2018 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Paty Satemye Re: Bella Signature Homes- Preliminary Subdivision Plat SDP-2017-00131 Review #1 Dear Ms. Saternye: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced as submitted by, Chamber Land Surveys, PLC dated September 27, 2018, and offers the following comments. Land Use Please add a note stating that sight distance easements are dedicated to public use and shall be kept clear of visual obstructions, including but not limited to fences, structures, and landscaping. Please provide two copies of the revised plan along with a comment response letter. If further information is desired, please contact Willis C. Bedsaul at 434-422-9866, A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434) 422-9399 for information pertaining to this process. Sincerely, rU , 46u-"' Adam J. M re, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING Review Comments for SUB201800177 Preliminary Plat Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Thursday, October mr2018 Department/Division/Agency Review Status: Reviewer: Andrew Walker CDD E911 Requested Changes The proposed private street will require a name. Please contact Geographic Data Services directly to select a road name that meets county requirements (awalker@albemarle.org). The name will need to he shown on the final plat. We recommend providing three (3) candidate names for each road to our office for review, in case your first choice is not acceptable. Please consult the County's Road Name Index to check your road names prior to submittal. The Index can be found here: http:ffwww. albem a rle. orgla Ibema rlelu pload/imagestwebappsrroadsl Page0 County of Albemarle Printed On 11I14l2018 Review Comments for SUB201800177 Preliminary Plat Project Name: I PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Saturday, October 27, 2018 DepartmentlDivision/Agency Review Status: Reviewer Shawn Maddox I Fire Rescue ISee Recommendations Page0 County of Albemarle Printed On 11I14l2018 Review Comments for SUB201800177 Preliminary Plat Project Name: I PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Wednesday, October 31, 2018 DepartmenVDivisiorVAgency, Review Status: Reviewer: Michael Dellinger CDD Inspections No Objection Page0 County of Albemarle Printed On 11I14l2018 Review Comments for SUB201800177 Preliminary Plat Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Tuesday, November 13, 2018 DepartmentlDivisiordAgency, Review Status: Reviewer: Richard Nelson I AGSA I No Objection Page0 County of Albemarle Printed On 11I14l2018 Review Comments for SUB201800177 Preliminary Plat Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY Date Completed: Tuesday, November 13, 2018 DepartmenVDivisioNAgency, Review Status: Reviewer: Victoria Fort RWSA No Objection Page0 County of Albemarle Printed On 11I14l2018 Review Comments for SUB201800177 Preliminary Plat H Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY PRIVATE STREET RE UEST Date Completed: Saturday, October 27, 2018 DepartmentlDivision/Agency Review Status: Reviewer Shawn Maddox Fire Rescue Requested Changes Page0 County of Albemarle Printed On 11I14l2018 Review Comments for SUB201800177 Preliminary Plat Project Name: PROPERTY OF BELLA SIGNATURE HOMES, LLC - PRELIMINARY PRIVATE STREET RE UEST Date Completed: Wednesday, November 14, 2018 DepartmentlDivision/Agency Review Status: Reviewer John Anderson CDD Enaineenna [Requested Changes 1. Revise Exhibit title to: Earlysville Road Subdivision ExhibitA— Private Street Request. 2. Revise plan view horizontal alignment of both roads in Exhibit, if necessary, consistent with alignment shown on preliminary plat submitted with private road request. Note: preliminary plat appears to show edge of pavement within 15' of property boundary while Exhibit appears to show edge of pavement farther away, approximately 33' from boundary. 3. Exhibit shows GUI -do -sac radius, R = 30', while preliminary plat shows cuWe-sac radius, R = 50'. It is Engineerng understanding that Fire -Rescue will require cul-de-sac radius, R=90'- Revise exhibit (and preliminary plat) to reflect Albemarle County Fire -Rescue requirements, and recalculate earthwork volume. Revise volume comparison- 4- Examine alternative public road vertical alignmenUs that minimize earthwork; apply AASHTO Guidelines for Geometric Design of Very Low -Volume Local Roads (ADT= 400), 2001. For example, with design speed of 25 mph and 0-100 vpd, AASHTO Guidelines Exhibit 12 (Crest Vertical Curves) indicates Min. Kcrest =7. Coordinate with VDOT to confirm this very low -volume local road is eligible for Kcrest =7. If VDOT confirms it is eligible, Engineering requests public road profile be revised to closely resemble private road vertical alignment, to include: Initial vertical crest curve L =35' (-2.00% to-7.00%, K =7), transitioning to 3.5% over 273' L vertical sag curve (K = 26), transitioning to -5.60% over 97(±)' Lvertical crest curve (K=10.66). By iterative process, locate BVC stations (crest -sag -crest) to minimize earthwork. Calculate and report minimum earthwork using Ksag=26.00, Kcrest =7. Coordinate design acceptance with VDOT, but AASHTO Guidelines, in Albemarle County's view, support these K-values. 5. Ref. AASHTO Gudielines, Exhibit 1. Albemarle supports total roadway width =18% including shoulder width. Coordinate with VDOT If VDOT agrees a proposed public road serving 5 lots in the rural area is eligible for minor access total roadway width of 18', revise public road section, and recalculate earthwork volume. Revise volume comparison. 6. Engineering evaluation of private street request, vis-a-vis 14-234.C.: a. Proposed private street design is adequate to carry the traffic volume; b. Engineering defers to Planning on applicability of comprehensive plan, c. Acknowledges private street would be maintained by owners of lots fronting street; d_ Private street will not serve through traffic provided VDOT approves waiver request; and e. Property is not located within Albemarle County flood hazard overlay district. 7. Planning rightly points out that if proposed private street /public road centerline shifts closer to property boundary to fit within existing private street easement, an off -site grading easement is required, or a retaining wall, to construct either a public road or private street within existing easement. Consider existing easement, location of proposed centerline, and revise Exhibit, accordingly. Page0 County of Albemarle Printed On 11114/2018 Stephen C. Brich, P.E. Commissioner COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange road Culpeper, Vi gtrua 22701 November 14, 2018 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Paty Saternye Re: Bella Signature Homes- Private Street Request SDP-2018-00177 Review #1 Dear Ms. Saternye: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced as submitted by, Chamber Land Surveys, PLC dated September 27, 2018, and find it to be generally acceptable. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434) 422-9399 for information pertaining to this process. If further information is desired, please contact Willis C. Bedsaul at 434-422-9866. Sincerely, Adam J. Moo e, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING OWRer' ApprOVAI The platting or dedication of the following described land, TM 45159M comaizvng 18.276 acres is with the free consent of and is accordance with the desire of the undersigned owners, proprietors, and trustees, if any. Bella Signature Homes, LLC Date e% Luke Kitelinger AW&7PubAre The forgoing instrument was acknowledged before me this day of_ 2018 My commission expires Statement Of Tide The land sbown was obtained by Bella Signature Homes, LLC in DB 5046-189 & to the best of mykcowledge meets all the requirements regarding the platting of subdivisions within the County of Albemarle, VA. Bryan J Chambers Date CountyApplowt Desig. AgentAlbemade County VicfnityMap -Scale 1 a= 2000' Date \\,pL \a Oh \�hd Charlottesville d,. \ Albemarle �p \\ Airport l / /O O � M alvnnna 8 Notes: 1. This boundary is based on a current field survey with lines established i.a.w. physical evidence and recorded deeds and plats. An inconsistency found in the research of common boundaries of adjoining tracts is as noted per DPOR Reg's Sect. 18 VAC 10-20-370: - The eastern boundary of this tract was established as a straight line per the plat recorded in DB 587378. The plat recorded in DB 2619 Pgs. 128 & 129 shows a break in that line at the iron found at 62.02' SE of the right front corner of Lot 3. The lines along this boundary to the physical evidence found are hereby agreed to as witnessed by the following signatures: Bella Signature Homes, LLC Date c% Luke MteBager AawyPubAo The forgoing instrument was acknowledged before me this day of _ , 2018 Rodney Knicely Dade Nancy Knicely Date NotxyPubk The forgoing instrument was soknowledged before me this day of , 2018 NotarrAbAc The forgoing instrument was acknowledged before me Hats day of , 2018 My commission expires. My commission expires. My commission expires. 2. This parcel is in Flood Zone X (outside the 0.2% chance annual flood plain) per Flood Insurance Rate Map Community -Panel 51003CO280D for Albemarle County w/ Effective Date 2/4/2005, 3. Tax Map 45 Parcel 59M was assigned 5 development rights and is being divided into Lots 1 through 5 each of which is assigned 1 development right and may not be further divided. The development rights used are within the limits of the 1980 boundary of their parcel of origin. 4. Corner monumentation is as noted on Sheet 2.. 5. These lots are zoned RA Minimum lot size is 2 acres. Minimum road frontage is 250' on Rte. 743 & 150' on Brooke's Lane. The minimum building setbacks are 75' from the edge of the 50' R/W for Rte. 743, 25' from the edge of the 50' R/W for Brooke's Lane, 25' sides, and 35' rear. Accessory structures can be a minimum of 6 from side and rear lot lines per Sect 4.11.2 (b) of the Albemarle County Zoning Ord. Lot width can not be less than 250' at the 75' setback from Rte. 743 & 150' in a building area adjoining Brooke's Lane. 6. The septic setback is 100' from all streams & the stream buffers shown hereon will be managed in accordance with the Alb. Co. Water Protection Ordinance. The drainfields shown on Lots 1 th. 4 were located by a current field survey and WM be submitted for approval to the Alb. County Environmental Health Dept by Mr. Tom Hogge (AOSE #1940001091, Blue Ridge Soil Consulting, Inc.). The dnainfield shown on Lot 5 is approximate and will be relocated on the north side of the swale before submitting it for approval. The stream buffers shown hereon were taken from Alb. County GIS information. 7. Lots 1 through 5 each contain a building site that complies with Sect. 4.2.1 of the Alb. County Zoning Ordinance. 8. The NW comer of TM 45-59M is within the South Fork Rivanna Water Supply Watershed (per Alb. County GIS information) and is as delineated on Sheet 2. TM 45-59M does not lie within an agricultural -forestal district. 9. Under current policy public water and sewer will not be available to these lots. 10. TM 45-59M is subject to an easement for overhead electric lines (no width given, along Rte 743, 35' east of its center line and 300' long) to the Virginia Public Service Company as recorded in DB 232395 (Dominion Energy, 1860 Commerce Road, Richmond VA 23224); and is subject to an easement for a guy stub & anchor on VEPCO Pole A-131X as recorded in DB 272456 (Dominion Energy, prior address); and is subject to an easement for overhead electric & telephone lines (no width given, at a location to be designated by VEPCO) to VEPCO as recorded in DB 284-298 (Dominion Energy, prior address); and is subject to a 20' ease, for overhead telephone lines (adjoining Rte 743) to Va. Tel. & Tel. as recorded in DB 314-179 (Sprint, 6200 Sprint Parkway, Overland Park KS 66251). Bella Signature Homes, LLC is dedicating 25' from the center of Rte 743 (0.327 AcJ into the property and the 50' R/W for Brooke's Lane to the Cornmonwealtb, Of Va. and to the County for public use together with required drainage ditches. The Sight Easements shown on Sheets 2 & 3 are 500' long from the center of the VDOT approved construction entrance for Brooke's Lane at 14.5' off the edge of the pavement for Rte 743 to the center of both lanes of approaching traffic. Clearing is req'd for 5' into the property from those established sight lines. A deed from the Huffs will be acquired to'cover the sight easement req'd by VDOT on their property. 11. Brooke's Lane (the proposed public road with a 50' R/W) is of adequate width and horizontal and vertical alignment to accommodate a travelway passable by ordinary passenger vehicles in all but temporary extreme weather conditions, together with area adequate for maintenance of the travelway, as required by section 14412 of the Alb. County Code. The proposed new public road in this subdivision will meet the standards for acceptance into the secondary system of state highways and will be dedicated to the Commonwealth of VA and the County of Albemarle. 12. Critical slopes exist on Lots 3, 4, & 5. 41- Preliminary Plat Showing Subdivision Of Tag Map 45 Parcel 59M Properiv Of Bella Szgnaiure Homes, LLC Charlottesville Mag. Dist, Albemarle Co., Virginia Horizontal Scale: I " = 1001 Date: December 12, 2018 Chambers - Land Surveying Located at 112 Crofton Plaza - Suite K, Palmyra Va, Office Phone. (434) 589-5139 Emailchamberslandsurveymg&yahoo. com Mailing Address: 253 WillowDr., Keswick Va. 22947 Bryan d. Chambers No.0403002141 8 it RI Submittal Type Reviewed and Approved by the 'mu %1 Deft%oprrl99t Department Of- aJ4/+v✓^I Sheet 10,(3 100, 50 0 100, E+arlysville Raced _ SEaieR&. i45 25.1 30' Prescriptive Ease. Per 1932 Bvrd Road Act Ref: Note 10. Iron Fnd 25' From The Center Of Route @ 1.51' t 743 Dedicated To The County SE-' For Public Use. TM 45.59L Ref: DB 619-220 Plat R\vanaa rShed J 15., CMP c. F�oad Lid- — - `Ff TSLdSZO� Z=i Si 03^- — - ---U----'--1---+----4-----4-a----4-----r N44-44'47"E 247.603 �=-0°40'49" Sight Ease. (4)p=3°34'34 25' From The Center To Be R=15220.20' Ref. Note 10. R=1454.20' Dedicated To The County I L=180.73I 1 L=90.76' P.01K ate r- SoVth ' Sup911 V�1 G1Sl 1 I ale P1b' CoUo m� lPet � I V004WN-� ® VO)U1.0.WN-• NA(DV(0 y 00"�W0(A0 N WO00 0 O Z 0 0 0 0 0 0 0 0)W�AWj I)6 G) WNL"00K)0 OD 4N 04Ui >• rn WO Z ".NUl(j4 +A -f (0 . N A (D V (D ZNZZZZZ 0 00 0 A -14 4 4 4 Lh C1 (D0(D-4 nN01 07 AANAN 0 0 0 0 0 0 0--+(n01NVA WN(A 000 WG1AAOCDN (nA(DN(AooUf IVWGiOi-�A-* 0 OONNNNN �(DVANO)N Z 0000000 RIMRIMRIRIM n NN000DA0D 0 000000" -'-�(A(DNAGo 2 OVNVVAO 0000000" 0 (DOt00a7WOW ' (h N W OO W A N NO. BEARING AA S46008'00"E AB N45'18'42"'E AC S46008'00"E AD N45018'42"E 001 N OI V N Z m� 0 mf ' o-I M Cl �a r °1 �o -I m d D "I I 1 D I I N _v C 0) W m 111 ,ro mc�°f � � I D� I 0 m 1 � I I I Z 1 O N w DISTANCE O 50.02' 37.29' 35.75' 50.02' Fester Living Trust c/o Donald & ]Deborah Foster DB 19Il4-553 DB 619-220 Plat TM 46 Par. 59]L OF Bryan A. C'hainibm No.0403002141 V FAU North is based on NAD '83 US State Plane VA South For Public Use. Ref. Note 10. I - B1 f- o ---- uilding Setbacks I Drainfield 1 1 Ref. Note 5. 1 Ref. Note 6. I v *:E'Vl 0 0 I Lot 11 - Past Of TM 46 Par. 69M CD t W CD" W 3.189 Acres Prop'd Storm Water m Management System Ref: Sheet 3 ------- �-------------- N45-18'4111E 498.27' G) i O e 4 y0R7 0a �° ohm a I �` �y ,------ C4 OV 4� Drainfield 2 Ref. Note 6. O 4-_ _--------------i N4 `18'41"E 481.05. — --i CD m TM 46 1p) r. 69p DB 619 -220 Pla ; it Preliminary Plat Showing Subdivision Of Tax Map 45Parcel59M R-oaer'Ey Of Bella Stgnalare Homes, LLC Charlottesville Mag. Dist, Albemarle Co., TTnginia Horizontal Soale: 1 "=100; Date: December 12, 2018 Chambers - Land Surveying Located at 112 C ohon Plaza - suite K, Palmyra Va. Office Phone. (434) 589 5139 Email• ehamberslandsurveyzag,�yahoo.com Mailing Address: 253 Willow Dr., Keswick Pa. 22947 N45-18t41"E 464�15' Prop'd v 1 Well , N Lot 4 _ art Of 1-t /TM 46 mar. 69M� 2.36 Acres 1 8'41 " 1 Drainfield 3 I Ret Note 6. 1 f I t------- L--------' 397.43' ------------------------- D e ;D O I N n 7n, enter Of Rte 743. Ref: End - - pe6 tT�129-Plat I Sight Ease. " I Il Ref. Note 10. m, mil 20' From The Center np Of Rte 743 Dedicat- O , ed To The County For 0IlPublic Use. TM45-59C m� m Ref: DB 421-491 Plat G0X a C �~Tele. Junct. a; o, ; m l' 0 CD 1�m � „cI Allo 0 1mt �9)tb �lb J1 R1;' n� i i i P lb Tele. A Junct. , I' - T F A0) i t2k®��pp A I 0 OOD 1 I O i IT!, ' CN , „ 1 1, , , 1' is To Set 00 o° L 7AB n _ — ei%a .�+ shire 1�omes A D �� Prop'd Storm Water (D Management System 'Ref: C/o LC&' M€elimger ---- ----- Sheet 3 6046-189, DB 587--378 Plait 1 % Drainage TM 46 par --el 59M 1 ` 18.276 Acres Total - 0. J27Av. Rie 743 Ded. -1.256 Ac. Brooke's l afio = 16. 695 Acres IL®£ 6 - Part Of N TM 46 Par. 69M 6.181 Acres ; Drainfield 5 t tt Ref. Note 6. t I N37°53'02'E 1 1 -_- 49.9 '__-- t ----- Irons Found ]Luck .S'boxie Corm., DB 5012-285 32"W 7[M 45 Par. g32"30 59H 100, 50, 0 100, Sheet 2 013 F�r17sville Road - .S&6v R&. 743 Centel Overhead Util. Poles_ _ Ref: Note 10. Iron Fnd.-f' ��Ty Fotk�'�va`1atetshe'•"--�t• t S�pp�`l o�y ��sl North is based v.Jake �b.Coo <t on NAD'83 1peC R �� US State Plane OO VA South (580) �2, (570) CtQlP- r F �Il-� ,�: 45 � :. � � c �c --•----.. 0 -. 6� m \ Proposed is, CMP Outfall, 1 P 75 LF�I osed 42" CMP. Deter4tion 19 L t 2 (5t " Grddi Pole w/ Transf. 540 / Tele. Junct. V / n 2 I f• I i I Base I O / R 6 Topography along We 74 / / tl I t: I t and the 50' private strew �\ ' �\ t\ `I and within Drainfields 1-4 I ' — \., was field run by this offlice. v Topography for lot interiors ® a ` O was taken from Albemarle I GIS information and is not � �� �.• I`` certified by this office. It has 530 a tJt been adjusted to connect to A or field ran topography. ' N ra no ; f � I Foster Living Trust N I R in1 of 6.1 \ !t\ I\ \ c/o Donald & I I\ \� lCDeln®xmla Foster .... — .. — . DIE$ 619-220 Plat n I I i 45 TM 46 Par. 691L, H Bryan J. Chambers No.0403002149 Z 619 ar- 59P 22® Pla> i Preliminary Plat Showing Subdivision Of Tax Map 45 Parcel 59M f Properly Of Bell* Sig naiure Domes, LLC Charlottesville Mag. Dist, Albemarle Go., Virginia Scala• 1"=100; Cont Int =1'(Rte 743) 2'(Intaior); Date.- Dw.12, 2018 Chambers - Land Surveying Located at 112 Crofton Plaza - Suite K, Palmyra Va. Office Phone: (434) 589-5139 Email: ehamberslandsurveyiugaya oo.ccm Mailing Address. 253 WI-110wDr., Keswick Va. 22947 Iron I R . of 6. G no 0 �00 3 m d I P- 4 .. n CSC. r Dr in Id 5 t% t Rf.N e6. t 1 t t imits I t radin TBD 1 Of Iron I t Ease. Note 10. Tele. Junct. (570) m x- 7 m CA go,�w 1 a ab rn m COD IN4 "A Tele. \11 111A Junct. \I I NI 1 tli\1 � �\ tLA 1 CD �i vl J M'P Outfall `Y aD9llll o 100]