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HomeMy WebLinkAboutSDP202200015 Review Comments Initial Site Plan 2022-05-10s or et 401 McIntire Road, North Wing Charlottesville, VA22902-4579 County of Albemarle c r Telephone:434-296-5832 V COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG • GIRCIN�Q'' May 10, 2022 Rachel Moon 912 E High St. Charlottesville, VA 22902 rachel@shimp-en ing eering com RE: SDP202200015 South Pantops Condos — Initial Site Plan SRC Review Comments To Whom It May Concern: The Site Review Committee has reviewed the development proposal referenced above. Initial comments from the following divisions of the Department of Community Development and other agencies, as applicable, are attached: Albemarle County Planning Services (Planner) Albemarle County Engineering Services (Engineer) Albemarle County Architectural Review Board (ARB) Albemarle County Information Services (E911) Albemarle County Building Inspections Albemarle County Department of Fire Rescue Albemarle County Service Authority (ACSA) Virginia Department of Transportation (VDOT) Rivanna Water and Sewer Authority (RWSA) Virginia Department of Health (VDH) City of Charlottesville — Department of Utilities Comments reflect information available at the time the development proposal was reviewed and should not be considered final. However, the Site Review Committee has attempted to identify all issues that will be required to be resolved prior to approval of the initial site plan. Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, Kevin McCollum Senior Planner Albemarle County Planning Services (Planner) —Kevin McCollum, kmccollum@albemarle.org —Required changes: Comments to be addressed prior to initial site plan approval: 1. [32.4.2.3, 32.5.2(k)] Please see Engineering comments attached. Revise the location of the SWM facility prior to Initial Site Plan approval. 2. Include a date of revision. Comments to be addressed prior to final site plan approval: 1. [32.5.2(a)] Please include the initial site plan application number SDP202200015 in the title on Sheet Cl. Include a place holder for the final site plan application number. 2. [32.5.2(b), 4.16] Revise the plans to include developed recreational areas meeting the requirements outlined in Section 4.16. a. [4.16.1] Provide at minimum 12,800 square feet of recreational area (64 units x 200 square feet per unit = 12,800) provided in common area or open space on the site. b. [4.16.2.1] Provide one tot lot. c. The inclusion of required recreational areas may impact the layout and/or number of units proposed. 3. [32.5.2(b), 4.12.16] Parking spaces must be at least 18 feet long. Proposed driveway parking spaces are only 17 feet. a. Increasing the length of the parking spaces may impact the layout and/or number of units proposed. 4. [General Comment] Final site plan must meet all other requirements of 18-32.6, 18-32.7, and 18-32.8 prior to final approval. 5. [32.5.6] According to Albemarle County GIS the property is located in a State Dam Break Inundation Zone. The initial site plan has been sent to the Virginia Department of Conservation & Recreation (DCR) for review. Further comments from DCR may be forthcoming. 6. [32.5.2 (k)(1), 32.6.2(g)] Any new easements required for water, sewer, drainage facilities, or any proposed utilities will need to be reviewed, approved, and recorded prior to final site plan approval. Please submit an easement plat application the County for review. The final site plan will need to be updated so that all easements are shown and labeled identifying easement type, whether it's public or private, a width dimension, and the recorded instrument with deed book and page number. 7. [32.6.2(d)] Please provide detailed plans for proposed water and sewer facilities, including all pipe sizes, types and grades; proposed connections to existing or proposed central water supplies and central sewage systems; location and dimensions of proposed easements and whether they are to be publicly or privately maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and sizes; valves and fire hydrant locations; all sewer appurtenances by type and number; the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. 8. [32.6.2(e)] Please provide detailed construction drainage and grading plans. 9. [32.6.20)] Please provide a landscaping plan that complies with Section 32.7.9. 10. [32.5.2(e)] Please show existing landscape features as described in Section 32.7.9.4(c). 11. [32.7.8 and 4.17] If any outdoor lighting is proposed, please provide a lighting plan will need to be included with the final site plan submission that complies with all applicable regulations specified in Section 4.17 of the Zoning Ordinance. This includes: a. Provide footcandle measurements within the property and along all property lines. Use a light loss factor of 1.0 to determine footcandles on site. b. [4.17.4 (a)] Provide manufacturer cut -sheets for all proposed outdoor luminaires. c. [4.17.4 (a)] All proposed outdoor luminaries exceeding 3,000lumens must be frill -cutoff fixtures. Please provide documentation from the manufacturers that all fixtures will be full -cutoff. d. Please state the pole height of all outdoor luminaires. e. [4.17.4 (b)] Add a note stating, "The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half (%) foot candle." f Please add a note to which states "Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a frill cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle." Please contact Kevin McCollum at the Department of Community Development at kmccollum@albemarle.org or 296- 5832 ext. 3141 for further information. Comments From Other Reviewers: Albemarle County Engineering Services (Engineer) — John Anderson, ianderson2@albemarle.org — Requested changes, see attached. Albemarle County Building Inspections — Betty Slough, bslou hg &albemarle.org — See below. Note to developer: Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. Albemarle County Information Services (E911) — Andrew Slack, aslack@albemarle.org — Requested changes, see attached. Albemarle County Department of Fire Rescue — Howard Lagomarsino, hlaQomarsinogalbemarle.org — Requested changes, see below. 1. Hydrant spacing, location and numbers are dependent on the calculated needed fire flow for the buildings. The least stringent requirement is spacing every 500 feet and arranged so that no building is more than 250 feet from a hydrant, but if the needed fire flows are higher, than this may require shorter spacing. With this in mind, the hydrant on the dead end of the first road to the left after turning into the development and the one at the end of the main road are inadequate. For efficiency in firefighting operations, hydrants at dead ends are troublesome. Please ensure the hydrant spacing and arrangement supports efficient firefighting operations and provides coverage as required by the code. 2. Please add a note to the plan indicating the needed fire flow for the buildings. 3. Please provide a note on the plan indicating the available fire flow for the hydrants. 4. During construction, the following fire prevention steps are required, so please note them on the plan: a. Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code. b. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. c. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. d. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code e. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. f. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code g. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special; hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code h. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office Albemarle County Service Authority — Richard Nelson, melson@serviceauthority.org — Requested changes, see below. 1. Submit utility plan directly to ACSA for review. 2. Proposed sewer main should be shown as 18-inch. Virginia Department of Transportation — Doug McAvoy Jr., douglas.mcavoy@vdot.vir ig nia.gov — Requested changes, see attached. Rivanna Water and Sewer Authority — Dyon Vega, dvegarinavvan.org — No objection. Virginia Department of Health — Alan Mazurowski, alan.mazurowski@vdh.virginia.gov — No objection. Albemarle County Parks and Recreation — Tim Padalino, tpadalino@albemarle.org — Requested changes, see attached. qoa nt 401 McIntire Road, North Wing Charlottesville, VA 22902-4579 County of Albemarle o � � Telephone:434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG �tBGIN�r' Site Plan review Project title: South Pantops Condos Project file number: SDP202200015 Plan prepares Shimp Engineering, 912 E. High St., Charlottesville, VA 22902 Rachel Moon , rachel(n),shimp-engineering.com Owner or rep.: South Pantops H Land Trust; Charles W Hurt & Shirley L. Fisher Trustees P.O. Box 8147, Charlottesville, VA 22906 Plan received date: 25 Mar 2022 Date of comments: 6 May 2022 Plan Coordinator: Kevin McCollum Reviewer: John Anderson, PE Engineering has reviewed the initial site plan and offers these review comments for Initial and Final Site Plan approval. For Initial Site Plan (ISP) approval: a. Revise conceptual SWM location from proposed location to area further north near 2-tier retaining wall where SWM facility inlet pipe may skirt retaining walls, an area clear of steep slopes, and where SWM facility outfall may cross preserved steep slopes to connect with natural channel terrain features further NW. N Engineering Review Comments Page 2 of 3 b. Note: SWM facility outfall pipe requires public drainage easement, and public drainage easement will not be approved beneath /under approximate 25-ft. high stepped retaining walls. Please consult Vistas at South Pantops approved Initial Site Plan (SDP201800018, sheet ISP5 approved 4/26/18) for approvable stormwater conveyance corridor across preserved steep slopes, present similar with revised ISP. ISP5, snip image: Mimi- 1 WWARP PFOMCPM 1 A fi DM 6 / PEiA6M' WALL 3r� MA F 2. For Final Site Plan approval a. Approved WPO plan required prior to ESP approval b. Recorded SWM facility /public drainage easement required prior to WPO plan approval. c. Nutrient credits, if proposed to meet state stormwater quality requirements, required prior to receiving a grading permit, though not prior to receiving WPO plan approval. 3. C5 a. It is unclear whether retaining wall downslope of disputed boundary area can be constructed without an offsite easement. Confirm design does not require an off -site easement, either to construct initially or later maintain or replace this proposed retaining wall. b. Retaining wall ht. >3' requires a building permit, retaining wall ht.>4-ft. requires sealed, detailed retaining wall plans. Furnish retaining wall plans for WPO plan approval. Engineering reviews retaining wall design from spatial rather than building code perspective. c. ISP includes thirty-six (36) walls interior to development which all appear to require both building permit and detailed /sealed retaining wall design. Provide sealed design for any wall with ht. >4- ft. Walls that provide stair access and are not integrated into a building structure require sealed design if ht. >4-ft. d. Identify and label safety railing for retaining walls >3-ft. ht. Provide safety railing detail. e. Provide landscape /planting plan for retaining walls. f. Label each retaining wall, for reference. g. Note: please consider retaining wall constructability and future maintenance needs. h. Provide drainage behind tops of walls, and weeps with yard grate collection to avoid long-term saturation, settlement, ponding, flooding etc. of highly dense residential townhouse layout. Engineering Review Comments Page 3 of 3 i. Wherever grade concentrates runoff against curbing, provide and label CG-6 (184.12.15.g). j. Note railing requirements, VDOT Road Design Manual Appendix All), pg. A(1)-76 for sidewalks when separation from the back edge of a sidewalk to the top of a 2:1 slope (or drop-off > 4 ft.) is < 5-ft., as is the case with several proposed sidewalks adjacent to SWM facilities. Provide required railing, or at least 5' separation. k. Proposed FH at end of sidewalk, units 1-6, requires easement, adequate easement area may not exist, given proximity to walk and retaining wall. Confirm FH placement acceptable to ACSA. 4. Drainage: a. Show and label storm drain network in plan and profile views. b. Label plan and profile views, inlets and pipes. c. Provide VDOT LD-204, LD-229 tables (inlet computations , storm drain design computations). d. Ensure all drainage meets drainage plan checklist (requirements) for plan reviewers (anached). e. Confirm design meets VDOT drainage manual design criteria, for example: max. pipe slope, stepped MHs, safety slab, pipe anchors, energy dissipation, etc. f. Depict storm conveyance from point of collection to SWM facility (treatment /detention), and from SWM to release to a natural drainage channel /feature. g. Capture, route (show Aabel) rooftop storm runoff (leader lines). Rooftop runoff may not release, but must connect with site storm conveyance, or, if it discharges near face of building at grade, provide yard inlet network to capture roof runoff and convey this runoff to storm conveyance. Retaining walls are proposed for most of the perimeter of the site, rooftop runoff may not be diverted to natural outlet (channel) except /unless it is nearly immediately captured by yard inlet/pipe system, and conveyed to SWM, first. 5. Provide vertical sight distance profile for development entrance at S. Pantops Drive. Please feel free to call if any questions: 434.296-5832 -x3069 Thank you I Anderson SDP202200015 South Pantops Condos ISP 050622.docx Albemarle County Engineering Drainage Plan checklist for plan reviewers January 25, 2022 (Rev. 04/22/2022) (Use the latest checklist from the Team Services engineering forms site) A drainage plan is typically a component of a road plan, site plan, or stormwater management plan. It consists of the channel, ditch, culvert, or storm sewer design drawings, drainage maps, and computations for hydrology and hydraulics. Reference key: [Square Brackets] are County Code references, {Curved Brackets} are policy references, and (regular parenthesis) are explanatory. Links to reference documents are provided where possible. A professional seal should be provided for any computation packages where are separate from sealed plans. Drainage: [18-32.6.2d,14-305, 311] drainage area maps ('This is a basic element, and without this there is no review) drainage computations (usually in the form of tables from the VDOT Drainage Manual App. 913-1 LD-2014, App.713-1 LD-268, App., App. 813-1 LD-269, etc. — computations are a basic element, and without them, there is no review) all proposed and existing storm sewer must be shown in plan view for residential development, principle access free of flooding during the 25-yr storm [14- 410] site runoff and entrances do not drain into streets (from VDOT Drainage Manual 9.4.5.2, 9.4.6.2) concentrated runoff (1 cfs or greater) does not run across travelways/streets (as above following VDOT design) drainage does not run across, through, or backwater in dumpster areas [18-4.12.19] overland relief is provided for any drainage structure or inlet in case of clogging. The failure of any system will not cause structures, streets or yards to flood {Policy ) direction of flow change (or deflection angle) in each drainage structure is 90 degrees or greater (flow should not have to reverse direction) (from guide of VDOT Drainage Manual 9.4.9.3.2.3) labels on all drainage structures provided (and should match the drainage computations and profiles) provisions and easements for drainage across 3 or more lots. Dense development where fencing, decking, etc is expected should provide yard inlets and pipes in easements, rather than ditches. Underground collection of roof drains system to prevent flooding, especially in dense developments such as townhome projects. Roof downspouts cannot drain across sidewalks {Policy} drainage easements between structures must be minimum width 20-ft, including private drainage easements {Policy) Drainage profiles: (applicable to site plans, road and drainage plans) [14-311, 18-32] drainage profiles for each pipe, structure or channel must contain: existing ground proposed ground Albemarle County Engineering Drainage Plan Checklist Page 2 of 3 any channel linings all utility crossings a VDOT designation(IM-1, 13I-313, etc.) foreach structure throat length for each drop inlet grate type for each grate inlet a label on each structure to correspond with the computations material and strength class or gage of each pipe manhole access every 300-ft for 15" to 42" or 800-ft for 48" or greater pipe slopes at 0.5% min. to 16% max. (per VDOT stnds for anchors over 16%) concrete inlet shaping (IS-1) specified on any structure with a 4' or greater drop safety slabs (SL-1) in any structure taller than 12-ft top or rim elevation for each structure all invert elevations for each structure (with positive flow drop between inverts (0.10-ft)) end sections (ES-1) or endwalls (EW-1) on all pipe outlets. Endwalls for culverts 48" or taller scour outlet protection at all outlets, corresponding to computations (VESCH, OP) Drainage computations: (applicable to any plan proposing pipes, channels, etc.) Pipe computations for all pipes All proposed systems are designed within open channel flow capacities. (HGL computations are not necessary, and should not be relied upon unless the entire system is designed to be watertight.) For systems within drainage easements, all proposed pipes are a minimum 15" in diameter _ There are no excessive outlet velocities (> 15fps) Curb inlet computations for any curb inlets on grade All spreads are less than 10-ft carryover is accounted for 100% capture at entrances so no flow runs out entrances into travel lanes 100% capture, or overland flow of capacity storm, to stormwater management facilities. Typically, stormwater management is designed to the 10-year storm, and inlets on grade cannot capture this. Curb inlet computations for any curb inlets in sump conditions All flow depths are below 6" in the capacity table All spreads are less than 10-ft _ 100% capture to stormwater management facilities Ditch computations for any ditches ditch linings specified per plans meet velocity requirements Culvert computations for any culverts headwaters < 1.5 x culvert height, and 18" below shoulder elevation of streets. Outlet protection computations for all outlets dimensions and stone sizes for all outfalls Proposed pipe and inlet drainage area map limits of all areas and sub -areas draining to proposed structures, and existing structures or channels which will be impacted acreage of each drainage area as used in computations hydrologic coefficient for each drainage area as used in the computations time of concentration for each drainage area as used in the computations Albemarle County Engineering Drainage Plan Checklist Page 3 of 3 destination structure labeled for each drainage area (if not obvious) �y pF AL8 County of Albemarle GEOGRAPHIC DATA SERVICES OFFICE COMMUNITY DEVELOPMENT DEPARTMENT PLAN REVIEW COMMENTS - E911 APPLICATION#: SDP202200015 TMP: 07800-00-00-02000 DATE: 4/8/22 Andrew Slack aslack@albemarle.org tel: 434-296-5832 ext. 3384 fax: 434-972-4126 We recommend providing three (3) candidate names for each road to our office for review, in case your first choices are not acceptable. Before final plans are submitted, please add 4 road names to the plans for the new travel ways to access the proposed structures. A PDF version of the Ordinance and Manual can be found here: https://gisweb.albemarle.org/Risdata/Road Naming and Property Numberin¢ Ordinance and Manual.odf Please consult the County's Road Name Index to check your road names prior to submittal. The Index can be found here: https://Ifweb.albemarle.org/Forms/RoadName]ndex Parcel and mapping information can be found here: https://gisweb.albemarle.org/gpv 51/Viewer.aspx If you should have any questions, please do not hesitate to contact our office. WWW.ALBEMARLE.ORG 401 McIntire Road, Suite 228 1 Charlottesville, VA 22902-4596 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street (804) 7862701 Commissioner Richmond, Virginia 23219 Fax: (804) 7862940 April 4, 2022 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Kevin McCollum Re: South Pantops Condos — Final Site Plan SDP-2022-00015 Review # 1 Dear Mr. McCollum: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has not reviewed the above referenced plan as prepared by Shimp Engineering, dated 11 March 2022, but offers the following comments: 1. Per VDOT comment letter on SDP-2021-00037 dated 13 May 2021, the Department will not review or issue approval for any development on this parcel until the issue of the unpermitted entrance is resolved. 2. In a letter sent to the legal property owner by Certified Mail dated 17 November 2021, the Department instructed the property owner to restore the right-of-way to original condition. 3. In a phone call between the property owner and the Area Land Use Engineer on 22 November 2021, the property owner indicated he wanted to apply for a permit to use the unpermitted entrance as a private entrance. The following day, he emailed a filled -out LUP-A form for a permit. 4. On 9 December 2021, the property owner emailed an old initial site plan from Dominion Engineering dated 5 March 2018 along with a bonding document that does not meet the requirements for a permit. 5. The property owner still has not submitted the required fees and bond to have a permit of any kind on this property. The property owner will need to have an active permit for the existing, unpermitted entrance before the Department will review or approve plans on this property. Please provide a digital copy in PDF format of the revised plan along with a comment response letter. If further information is desired, please contact Doug McAvoy Jr. at (540) 718-6113. VirginiaDOT.org WE KEEP VIRGINIA MOVING April 4, 2022 Attn: Kevin McCollum 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, Doug McAvoy Jr., P.E. Area Land Use Engineer Charlottesville Residency COUNTY OF ALBEMARLE Parks & Recreation Department 401 McIntire Road, Charlottesville, Virginia 22902 Telephone (434) 296-5844 1 Fax (434) 293-0299 To: Kevin McCollum, Principal Planner, Community Development Department Lead Reviewer for SDP202200015 — South Pantops Condos Initial Site Plan From: Tim Padalino, AICP, Chief of Parks Planning, Parks & Recreation Department Date: April 25, 2022 Subject: ACPR Review Comments for SDP202200015 —South Pantops Condos Initial Site Plan (Dated March 11, 2022) ACPR Review Status: See Recommendations ACPR Review Comments: 1. ACPR recommends that the northern portion of the subject property that is not proposed for development be reserved for future dedication to the County for public use, in accordance with the Pantops Master Plan. Such a reservation / dedication would enable the County to implement the Pantops Master Plan through the future public construction of an urban greenway connection that would link the Old Mills Trail along the Scenic Rivanna River with Pantops' "Urban Center" and "Employment District" in the vicinity of South Pantops Drive. ACPR staff remain available to discuss this potential possibility of voluntarily dedicating the undeveloped portion of the subject property, to help the county implement the Pantops Master Plan in ways that benefit the general public as well as the future residents of your proposed residential development. Review Comment # 1 explanation and rationale: The 2019 Pantops Master Plan identifies the northern portion of the subject property (which is not proposed for development) as a part of Pantops' "Parks and Green Systems," and as a "Potential Public Park," and also as a location for an "Old Mills Trail Access Point" (for bicycle and pedestrian access, but not vehicular access or parking). Additionally, the vision statement for the Master Plan's "Conservation" chapter is "With the Rivanna River as the backbone, create an integrated system of parks and greenways throughout Pantops that provides accessihle, usahle amenity spaces and conserves and restores natural systems" (p. 43). And the #1 project in the "Recommendations" section in the "Conservation" Chapter is "Provide pedestrian and trail connections to major natural systems and public amenities, such as the Rivanna River greenway corridor and Darden Towe Parr' (p. 55). More specific Pantops Master Plan policies and goals related to establishing bike/ped connections with the Old Mills Trail and Rivanna River are contained on Master Plan pages 45, 48, 49, 50. Examples include the following: "Activating the Rivanna River" (p. 49): "Future development along the River should be done in a way to increase access and visibility of the River to take advantage of its natural beauty and this unique landscape." "Trails" (p. 50): "Future development and redevelopment within Pantops should seek to enhance the trail network and provide greater connectivity to recreational resources, especially in areas identified for future trails on the Parks and Green Systems Map." Please note: a "Special Lot Plat" has previously been surveyed, prepared, and submitted to the County for review and approval, with an intention of approximately 3-acres of the subject property to be dedicated to the County for public use. A copy of that (unrecorded) plat is provided for your informational awareness and reference. 10 /00 •••. TOWEPARK ,e.� , ■ :�j• ` } L j •,tI d''a■ ,• i ' '•� ter • , � ♦ � `per ��� �� ■ w••� •• AL j t�� ♦ y ' .`�,1 �1 Imo/ •,, cfTY Cif �! j ° 41 } + �T RLOTTESI// �E ` AI +� jam TERN s Prepared by Albemarle County. ' / ■ �' ' Q Map Produced 4/17/2019. t �A File: PGS.mxd vy i ' o 0.125 o.zs 40, Miles 47 1 PANTOPS MASTER PLAN I ADOPTEDJUNE 19, 2019 The Future Parks & Green Systems Plan mirrors the Future Land Use Plan by Map Legend identifying areas with existing public parkland, opportunities for new public parks, and other green systems to be protected. It also identifies potential new Public trail alignments and other public amenities to be pursued in the future. ■ Parks Creating Recreational Opportunities Potential Public Park In addition to existing or already planned amenities such as Darden Towe Parks & Park and the Old Mills Trail, new public park areas, trails, and Rivanna River ■ Green Systems access points are proposed to provide improved access to amenities and the River, especially within the southern portion of Pantops. These amenities are Existing Public Trail intended to provide a range of recreational opportunities and ensure that all areas of Pantops have access to parks and trails. *Proposed Activating the Rivanna River � Public Trail The spine of Pantops' parks & green systems is the Rivanna River, where ,Proposed a substantial amount of land is publicly owned or accessible by the Old Shared Use Path Mills Trail, which is part of the larger Rivanna Greenway system. In addition to protecting the Rivanna's environmental resources, the Plan identifies Proposed Neighborhood opportunities to improve access to the River and enhance amenities along the Trail Connection Old Mills Trail. The County is also participating in the Rivanna River Corridor Plan process with the City of Charlottesville and the Thomas Jefferson Planning District Commission, which will determine a shared vision for the River and Old Mills Trail Features* more detailed recommendations for how it should develop in the future. Old Mills Trail Access Point Protecting Sensitive Environmental © Trail Parking Features In addition to the features included within public park areas, additional areas r7Vista with identified sensitive environmental resources were included in the "Parks & Green Systems" land use designation. This designation includes critical Historical Site environmental resources such as preserved steep slopesz, water protection ordinance buffers, and floodplain; additional areas that provide ecosystem and cultural services (including recreation) and create linkages between -- Pedestrian Bridge other green systems, and areas held in common ownership in existing developments. Informational Kiosk Managing Cultural & Scenic Resources * Many trail features already exist, with varying levels of improvement. Balancing development with the protection of resources that contribute These features may be added or to Pantos cultural history and scenic beau is a priority identified in this p ry � p � improved with future projects. chapter, as well as mitigating impacts on surrounding resources. Three strategies identified include encouraging development that is sensitive to the Monticello Viewshed guidelines, promoting cultural & heritage tourism, and managing expectations for viewshed preservation. 2 Preserved Steep Slopes on existing lots of record containing single-family dwellings were not included in this designation, as the primary and accessory structures are exempt from steep slopes regulations per Section 30.7.3.b of the Zoning Ordinance. CONSERVATION 1 48 :C-rrrr r r r r r �rrrr� TMP78-20Q N/F SOUTH PANTOPS 1 LIMITED PARTNERSHIP \ 1 DB 2986 PG 157 r r r r) r r �- �- TMP 78-20N \ 1 -J I �- N/F WELTRA CHARLOTTESVILLE 1, 1 rrr r.S8257'Ol"E r r r r 250.04'(T) SPC REAL ESTATE LLC 1 1 r r r r r 167.22' i I N: 3897728.34 DB 3979 PG 207 '1 r r r r r 82.82' F E:11497010.37 HATCHED AREA IS 3 SPC APPROXIMATE LIMITS r r h r r r j ^ iO N:3897616.04 i OF RIVANNA RIVER N o I 58'x100' E:11497371.7j.1 1 JOINT ENTRANCE EASEMENT ./' i i SITE DISTANCE N DB 1243 PG 22 EASEM NT r r r ^ r r LIMITS OF DB 1243G 22 r r r r r FLOODWAY / IF s+ r r �� r r / v �?� �� Za3•�8 r r r J \IF 20' SANITARY SEWER r APPROXIMATE LOCATION OPEN SPACE , EASEMENT Z r r r ALBEMARLE COUNTY COUNTY PARK DB 749 PG 572 & w r r r h GREENWAY CORRIDOR 2.990 AC DB 841 PG 521 C V r r I DB 3815 PG 500 /20' DRAINAGE ro .Q Q4 r r 20' DRAINAGE EASEMENT is r r r EASEMENT \ �, DB 2913 PG 160 'a Q4- co r r r 1 DB 1243 PG 22 'a N r r r i APPROXIMATE LOCATION LQ1 tT L22-.._... `� r r r STATE DAM BREAK 1 r r r c INUNDATION ZONE r W r r OPEN SPACE ) \ 1 GREENWAY L9 L19 c O w rZ r r RESERVATION F...-.. ...-...fig 3.910 AC' ... - ... ... - �y ) t aL10 20' DRAINAGE r r r r r 100' WATER EASEMENT �., / �A "O \ r r r r PROTECTION '\... �%`�.b` 9Z r r r r r I ORDINANCE '� TDB 2913 PG 160 L� REVISED FROM DB � r r r r r r I BUFFER 1050 PG 622 m rr�rrr ��ti LIMITS OFf00 r r r r r YEAR FLOODPLAIN r M r r r 1 f 20' SANITARY r N SEWER EASEMENT /f DB 749 PG 572 & r IW r r r i (1 ^"� I / f DB 841. PG 521 r , 04 r (p rrrr rr•- rrrr i r 2 r r r i ORIGINAL TMP 78-20 r r r r r rrr rrr 13.308AC rrr rrr �� rrrrrr ,82 rrr/rrr.--/ IF ® rrfi rr / 291.60' 1 �rr;rrrr i r r/r TMP 78-2011 r r N/F COUNTY OF r r r ALBEMARLE ; 1\ r r -DB 3702 PG 435 IMP 78-201 r r / N/F JDM II SF NATIONAL LLC DB 4475 PG 728 ��Y f�Y�l!l�f�`YI�d,1�K�h`6Y�h`YI�1[�l►JI t1�Y(�1�7 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 78-20 ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. SOUTH PANTOPS II LAND TRUST; CHARLES W HURT TRUSTEE P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 COMMONWEALTH OF VIRGINIA - COUNTY OF: ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF _ __ 2018. SIGNATURE OF NOTARY PUBLIC REG. NO.: MY COMMISSION EXPIRES: RESIDUE . TMP 78-20 6.408 AC SPC N: 3897055.40 IF E:11497470.26 BOUNDARY LINE TABLE Line Direction Length L1 S 04'14'20" W 42.13' L2 S 12'41'45" W 62,43' L3 S 20*58'12' W 84.19' L4 S 01'02'39" W 63.59' L5 S 39'54'40" W 54.86' L6 S 01'08'58" E 111.63' L7 S 38'52'58" E 65.19' LB S 85'39'38" E 96.75' L9 S 6438'20" E 18.68' L10 S 15'53'51" E 19.70' 1-11 S 59'29'11" W 88.63' L12 S 52'20'49" W 68.10' L13 S 30'54'46" W 109.22' L14 S 03'39'10" E 20.29' L15 S 1412'38" W 32.58' L16 S 40*58'12" W 23.28' L17 S 25'20'25" W 74.18' L18 N 15'53'51" W 29.22' L19 N 84'55'40" E 76.18' L20 N 5654!13" E 187.22' L21 N 81'20'17" E 26.80' L22 N 86-19'02" E 121.42' 20' SANITARY SEWER EASEMENT DB 749 PG 572 & DB 841 PG 521 \ TMP 78-19A+ & 18A+ N/F III INVESTOR LLC-ET AL "OVERLOOK W �O y5169 CONDOMINIUMS" DB 4517 PG 397 M N PLAT DB 1354 PG 139 co O SPC N:3896749.49 E:11497035.36 STATEMENT OF CONSENT TO DIVISION THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 78-20 ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. SOUTH PANTOPS II LAND TRUST; SHIRLEY L FISHER TRUSTEE P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 COMMONWEALTH OF VIRGINIA - COUNTY OF: ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF 2018. SIGNATURE OF NOTARY PUBLIC REG. NO.: MY COMMISSION EXPIRES: *0111,1141%►J9.101Y,VA AGENT FOR THE BOARD OF SUPERVISORS DATE 100 SCALE: 1-=1 4ono CARRIAGE HILL CONDOS SOUTH SITE PANTOPS DRIVE � RLOOK Riverview CONDOS Park PETER JEFFERSON WOOL PKW-- FONTANA COTTAGES/ JEFFERSON STATE HTS, CONDOS �- FARM „B BLVD ©Sentara Martha Jefferson Hospital PJP III CONDOS 'fivanna Rivar 0 100 200 300 BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 80.40' 970.00' 4'44'57" 40.22' 80.38' S 00'06'53" E C2 113.20' 1029.99' 617'48" 56.65' 113.14' S 00'57'38" E C3 381.79' 1029.99' 211418" 193.11' 379.61' S 14'43'41" E ,m VICINITY MAP SCALE: 1 '=2000' LEGEND IF IRON PIN FOUND NOTES 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT (TITLE NO. SHTC17-922) BY CHICAGO TITLE INSURANCE COMPANY DATED JULY 26, 2017. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AUGUST 30, 2018 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AND A PORTION OF THIS PROPERTY IS LOCATED IN ZONE "AE" AS SHOWN ON FEMA MAP NO 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, BASE FLOOD ELEVATIONS HAVE BEEN DETERMINED. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. NO PLACES OF BURIAL HAVE BEEN IDENTIFIED. 5. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT. 6. THIS SUBDIVISION IS LOCATED IN THE UPPER RIVANNA RIVER WATERSHED. THESE PARCELS ARE NOT WITHIN A WATER SUPPLY PROTECTION AREA. 7. SUBJECT PROPERTY DOES LIE WITHIN THE STATE AND FEDERAL DAM BREAK INUNDATION ZONE. DAM BREAK INUNDATION ZONE PERTAINS TO RAGGED MOUNTAIN DAM. 8. ALL LOTS CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 9. PROPERTY IS ZONED RESIDENTIAL R-15. HAS STEEP SLOPES - PRESERVED; STEEP SLOPES - MANAGED; AND FLOOD HAZARD PER ALBEMARLE COUNTY GIS. PROPERTY IS ALSO PROFFERED ZMA 1990-00024. SPECIAL EXCEPTION TO WAIVE AND MODIFY THE HEIGHT REGULATIONS - SETBACKS AND STEPBACKS IN RESIDENTIAL DISTRICTS FOR THE VISTAS AT SOUTH PANTOPS. 10. ZONING SETBACKS FOR R-15 (NON-INFILL): FRONT MIN - 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY; FRONT MAX - 25 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY; SIDE MIN - NONE; SEE NON-INFILL BUILDING SEPARATION; SIDE MAX - NONE; REAR MIN - 20 FEET; REAR MAX - NONE. 11. BOUNDARY CALLS ALONG RIVANNA RIVER ARE FOR AREA AND CLOSURE PURPOSES, PROPERTY LINE FOLLOWS CENTER OF THE RIVANNA RIVER. 12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 13. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. 14. THE NEW LOTS CREATED WITH THIS SUBDIVISION SHALL BE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER. 15. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN. 16. THE OPEN SPACE SHOWN ON THIS FINAL SITE PLAN IS RESERVED FOR FUTURE DEDICATION TO THE COUNTY FOR PUBLIC USE, UPON DEMAND BY THE COUNTY AFTER APPROVAL OF A FINAL SITE PLAN. 17. THE SPECIAL LOT SHOWN ON THIS PLAT IS OPEN SPACE THAT IS RESERVED FOR FUTURE DEDICATION TO THE COUNTY FOR PUBLIC USE, UPON DEMAND BY THE COUNTY AFTER APPROVAL OF A FINAL SITE PLAN. 18. THE SWIM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES ATHAN FOUR TIMES A YEAR) 74 'A �•j % U NCo N Q W Z 0 z 0 � O Ilk ti� W ,I(•� J z J J 2, W W Q O� N W , i 0= Urn pCC N CO to CO WO� 4? Ir 01. LL it cc 0LO y 4W eCo ON 1W F� (� z r Or- 2� W ' � M V AR V W Z W % a DATE: 06-14-2019 REV: [--7;- .,PATH pF , � G rr' KRISTOPHER C. WINTERS a No. 2492 S> 1R CVO U Q J m z Q p W UA 0 o> �JU 0QQ Q i 6) U a w z > M - pU)00 �_ m(j� C) U Z J u q Q Q Q Q W z�� z w LLUX m ; Q Ir Q FILE NUMBER 17.0110 SHEET 01 OF 01