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Home My WebLink AboutSDP201300012 Review Comments 2013-02-20o� arm M -,z JAL COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 April 19, 2013 Bohler Engineering C/O Daniel R. Hines, P.E. 28 Blackwell Park Lane Warrenton, Va 20186 RE: ARB- 2013 -26: Fifth Street Station Initial Site Plan 076M10000002A0, 076M10000002B0, 076M10000004A0 Dear Mr. Hines: At its meeting on Monday, April 15, 2013, the Albemarle County Architectural Review Board, by a vote of 3:0, voted to forward the following recommendations on the above - noted Initial Site Development Plan to the agent for the Site Review Committee: Regarding requirements to satisfy the design guidelines as per 30.6.4(2), (3) and (5): 1. Revise the massing of the Wegman's and Major Tenant A buildings to reflect the traditional architecture of the area. Break up the mass into components whose scale reflects that of the traditional architecture of the area. 2. Revise the Wegman's and Major Tenant A buildings to reduce the visual effect from the Entrance Corridors. 3. Revise the massing of Wegman's and Major Tenant A buildings to a scale that does not overpower the natural setting. 4. Eliminate the visual effect of the loading /service /refuse areas from the Entrance Corridors. 5. Revise the interface between the site layout and the existing surrounding topography which is visible from the Entrance Corridors to better transition between the proposed shopping terrace and the existing grades, using a combination of planting, material, terracing, and other strategies to more effectively correspond to the guidelines. 6. Revise the plan to show consistent and adequate planting area free of utilities and easements along the 164 side of the site, to a width sufficient to mitigate visual impact from the Entrance Corridor. 7. Provide planting area for trees along Bent Creek Parkway from Avon Street at least to the intersection of Bent Creek Parkway with the first turnoff for the Major Tenant A building, consistent with the approved landfill work plan. Regarding recommended conditions of initial site plan approval: 1. Approval of a Certificate of Appropriateness is required prior to final site plan approval. Regarding conditions to be satisfied prior to issuance of a grading permit: 1. Provide a conservation plan checklist. Show all the checklist items on the plan. The ARB also provided the following comments for future ARB submittals /reviews: 1. Provide adequate visible representation such as site sections animations digital models of existing topography and proposed development to clarify the degree of visibility of the development from the Entrance Corridors, the visibility of the Major Tenant A loading areas from the EC, and to show how equipment, particularly rooftop equipment, will be made invisible from the Entrance Corridors. Consider flying balloons at proposed building corners to further clarify visibility. 2. Break down the massing of the Wegman's and Major Tenant A buildings with form, color and architectural detailing to reflect the traditional architecture of the area and to reflect human scale. 3. Reduce the amount of blank wall on the Entrance Corridor. 4. Where visible from the Entrance Corridors, provide a tower design whose form, materials and color respect the traditions of local historic buildings. 5. Incorporate forms, features, materials and colors to make the Wegman's and Major Tenant A buildings compatible with the historic buildings in the area. Incorporate building relief. 6. Revise trademark designs to meet the Entrance Corridor guidelines. 7. Planting area on the 164 side of the site shall accommodate a mix of deciduous and evergreen trees sufficient to soften the appearance of the long elevations of the Wegman's and Major Tenant A buildings, to integrate the buildings into the Entrance Corridor, and to mitigate any visibility of loading, service and refuse areas that remains after appropriate siting. 8. Design site and building lighting to minimize noticeability and impacts of the lighting. 9. Provide the standard Entrance Corridor planting along Avon Street, consistent with the approved landfill work plan. 10. Include parcel 77 -11 E on the cover sheet. 11. Provide Bent Creek Parkway trees at a minimum of 2'/2" caliper spaced 40' on center, consistent with the approved landfill work plan. 12. Provide medium trees along all interior pedestrian ways at a minimum of 2'/2" caliper, spaced 25' on center. 13. Provide perimeter parking lot trees at 40' on center. 14. Maximize planting of trees on site. Minimize the impact of lighting perhaps by limiting the height of parking lot and roadway lighting to 20'. 15. Terrace the wall at the Major Tenant A building into segments no more than 6' tall. Plant the terraces. 16. Provide retaining wall details for review. Identify materials and colors; provide samples. 17. Round contours with a 10' minimum radius where they meet the adjacent condition. 18. Add the following notes to the plan: All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from 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. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. You may submit your application for continued ARB review at your earliest convenience. Application forms, checklists and schedules are available on -line at www.albemarle.org /ARB. Please be certain that your ARB submittal addresses the above -noted issues. If you have any questions concerning any of the above, please feel free to call me. Sincerely, Margaret Maliszewski Principal Planner cc: Dan Tucker, S.J. Collins Enterprises 5b Southwest Broad St., Suite B Fairburn, Ga 30213 New Era Properties LLC P O Box 1467 Charlottesville Va 22902 ' ►�;� • ®= 16,..L.7 4 V I1 ir�c itit� 7 . County of Albemarle ) J Department of Community Development Memorandum 4- \Og. "61 — To: Daniel Hines (dhines @bohlereng.com) o ` ,k; From: Negan Yaniglos- Senior Planner Imo' c 4 Division: Planning Services Date: April 16, 2013 Subject: S[)P- 2013 -012 Fifth Street Station- Initial Site Plan The Planner for the Planning Services Division of the Albemarle County Department Community Development will recommend approve the plan referred to above when the following items have been satisfactorily addressed. (The following comments are those that have been identified at t'iis time. Additional comments or conditions may be added or eliminated based on further reNdiew.) [Each comment is preceded by the applicable reference to the Albemarle County Code.; 1. [32.5.2 (a)] Tax Map 77 -11E needs to be added to the plans. 2. [32.5.2 (a)] Need to shade back topography on sheet 4, it's difficult to see the owners listed. 3. [32.5.2 (b); Proffers 2 and 3] Provide the percentage of open space. Also, show the greenway trail and associated grading for the trail. 4. [32.5.2 (c)] On sheet 6 in the legend, the BMP information /symbol doesn't show up. Revise. 5. [32.5.2 (d)] Indicate with shading those areas of the site where existing slopes are critical slopes. 6. [32.5.2 (e)] Label all the existing wooded areas and provide a general description of the type cf of trees (ie deciduous, evergreen, or mixed). 7. [32.5.2 (1); 32.5.2 (n)] Provide the material type and dimensions for the shoulder along Bent Creek Road. 8. [32.5.2 (i)] Provide a sidewalk from the parking to the bus stop within the park and ride lot. 9. [32.5.2 (n)] Provide the height for all proposed fences. 10. [32.5.2 (n)] What kind of walls are the retaining walls? The width being shown seems to be inaccurate. If they are block /redi -rock walls, the full width needs to be shown. Also, the limits of disturbance seem to be inaccurate to construct these walls, revise to show possible full impact. 11. [32.5.2 (n)] Show the proposed concrete ditch along the edge of the wall along Bent Creek Parkway on the grading plan. 12. [32.5.2 (o)] Show all areas intended to be dedicated or reserved for public use including the greenway trail and park. 13. [32.5.2 (p)] Provide on a landscape sheet the conservation plan checklist. 1r..) c4L 1 14. [32.5.2 (p)] A waiver for the requirement of street trees needs to be provided for the minor variation in accordance with Section 32.3.5 (b). Staff would like street trees to be provided all along Bent Creek parkway where possible. This will also be a factor when reviewing the request in Comment #18. Eliminating the gravel shoulder and putting in an urban section of road will allow room for street trees. 15. [32.7.9] Show the right of way lines on the landscape plan. Trees shall be located within the right of way where feasible. 16. [32.7.9] Show the utility easements for all utilities on the landscape plan to ensure that the trees are outside of the easements. 17. [4.12.16 (e)] Bumper blocks need to be provided wherever curb and gutter is not, unless waived by the County Engineer. 18. [Proffer #1 -C] Provide a request for a waiver for the street requirements to be a "rural section" in design for review by staff and the Board of Supervisors. 19. [Proffer #1 -G] See comments from CAT regarding the park and ride lot and transit stops. Coordinate the location of all transit stops with CAT. Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext. 3004 for further information. 2 Al vr�N1Q COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 Project: Plan preparer: Owner or rep.: Plan received date: Date of comments: Reviewer: Review coordinator: Fifth Street Station — Initial Bohler Engineering New Era Properties, LLC 20 February 2013 10 April 2013 Michael Koslow Megan Yaniglos SDP201300012 [tel 540- 349 -4500] [tel 216- 624 -7667] The first initial site plan and comps submittal (SDP201300012) submitted 19 February 2013 has received Engineering Review and does not appear to meet Albemarle County minimum checklist items for approval. This review does not include a review of Erosion & Sediment Control, Stormwater Management, or (Water Protection Ordinance stream buffer impact) Mitigation. Please adequately address the following comments for initial site plan approval: A. Application Information 1) Please identify special use permit number (SP2012- 00029) in "floodplain special use permit" on sheet 1. 2) Please provide US Army Corps approval for "wetlands to be demolished" and fill in flood plain per 3/13/2013 #4 condition of Board of Supervisors approval of SP2012- 00029. B. Existing Conditions Information 1) Please provide date and source of topographic information. All topography should be at least visually field verified by the designer with the last year. 2) Please provide a benchmark location, elevation, and datum for topography. An existing utility or other known position will suffice. 3) Please darken the labels and/or indicate the the 100' (beyond stream banks or edge of wetland) Water Protection Ordinance buffer limits for Moore's Creek, Biscuit Run, and all non -tidal wetlands on sheets 5A — 5J. These limits inform the buffer incursion area and needed mitigation area (which is part of WPO plans) and also need to be included with an approved initial site plan. Engineering Review Comments Page 2 of 4 4) Please indicate dimensions and recorded deed book and page number for all existing easements including: a. an existing gas line and overhead utilities which appear on sheet 5C b. an existing road which appears on sheet 5D c. existing overhead utilities, a road, and a water line which appear on sheet 5E d. existing road which appears on sheet 5F e. existing water line which appears on sheet 5G 5) Please indicate all critical slopes (> 25% slope) with grey shading for clarity. C. Proposed Plan View Information 1) Please indicate guardrail with VDOT designations for all retaining walls next to parking or travelways [18- 32.7.2]. 2) Please expand legend to include symbol for a proposed easement (appears to be a circle) and abbreviations for proposed easement types (apparently including: drainage, sanitary sewer, gas, water, access, stormwater managemement, and possibly intersection and/or entrance sight distance). Please include a callout for each proposed easement on each sheet (i.e. if a proposed easement area appears on three sheets, please label it on each of the three sheets). 3) Please expand drainage easements to include erosion control riprap at pipe outlets (appears to be riprap outside of the proposed easement area on sheet 9A). 4) Please clearly indicate by station the limits of proposed public right of way and access easement for privately maintained sections of Bent Creek Pkwy proposed. 5) Please indicate intersection and entrance sight distance lines in plan view at minimum. Intersection and/or entrance sight distance easements may be needed. 6) Trees are prohibited in drainage easements. It appears one "SJR" tree is proposed in conflict with a drainage easement on sheet I IF. It appears one "TCG" and one "QPH" tree are proposed in conflict on sheet 11G. Please revise proposed drainage or landscape plan to avoid these conflicts. 7) Commercial entrances appear to be proposed on sheets 8C, 8D, 8E, 8G, and 8I. Please provide VDOT designation type for these entrances (e.g. PE -1, CG -9a, etc.). 8) Please label proposed radius for NW corner of entrance proposed on sheet 8G. 9) Turn lanes and tapers for intersection of Bent Creek Pwky and Avon St appear to be proposed on sheet 9J. Please label the widths and taper rates proposed. 10) Please include by note or leader description the type of curbing proposed on all parking areas with VDOT designations (e.g. CG -2, CG -6). Engineering Review Comments Page 3 of 4 11) Please label edges of proposed paving in areas proposed which appear to not have curb adjacent (see sheets 8E and 8I). 12) Please provide a unique label for each proposed drainage structure and pipe for calculation reference. 13) Please provide spot elevations around proposed dumpsters to ensure they are not in low spots for drainage. D. Proposed Plan Detail Information 1) Please provide source of information for proposed traffic volumes (a previously approved plan or ITE Trip Generation Handbook or equivalent are acceptable). Please adequately address the following comments for final site plan approval: E. Application Information 1) Owner is required to provide a completed copy of the standard stormwater maintenance agreement and fee for recordation for any stormwater management facilities (could reference an existing agreement with a comparison of proposed vs previously approved impervious surface). 2) Prior to final site plan approval, a separate set of Water Protection Ordinance plans must be approved including: stormwater management plan and erosion and sediment control plan (could reference an existing plan with a comparison of proposed vs previously approved impervious surface for SWM). 3) Please provide a separate set of road plans for proposed public and private sections of Bent Creek Parkway. Please submit the subdivision plat application available here: <hqp: / /www.albemarle.org/oload/ images / forms _center /departments /Community Dev elopment / forms /applications /Subdivision_ Plat_ Preliminary & Check list, pdf> and include "PRIVATE STREET FEES" ($400 fee) for a review of proposed road plans. Please note: all streets and alleys proposed in the development area require curb and gutter, a planting strip, and sidewalks [14- 410.H]. 4) Prior to final site plan approval: water protection ordinance — erosion and sediment control and stormwater management subdivision - water and sewer and subdivision - road bonds must be calculated by the county (water and sewer bonds are calculated by ACSA) and paid by owner after receipt of a Bond Request Form from owner (could reference an existing SWM bond or county accepted SWM facility with a comparison of proposed vs previously approved impervious surface). F. Plan Detail Information Engineering Review Comments Page 4 of 4 1) Please propose a pavement design on typical sections for each public and private road proposed which supports proposed traffic loadings per 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia or equivalent. 2) Please include sidewalk and dumpster pad details meeting requirements per 14- 422 and Albemarle County Design Standards Manual. 3) Please provide typical retaining wall details referenced from the plan. A typical manufacturers drawing for segmental block walls, or VDOT reference, is acceptable, with any applicable safety hand rails or guardrail shown on the detail. 4) Please provide details for any pipes or drainage structures through or under walls, showing endwalls, casings, or structureal measures to bridge pipes or structures (e.g. proposed pipe shown crossing proposed wall on sheet 9C). G. Drainage Profiles 1) Please include drainage profiles for all proposed pipes and ditches. H. Drainage Computations 1) Please include drainage computations including for proposed trench drain outlet. Community Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these review comments. Please contact Michael Koslow at 434 - 296 -5832 ext. 3297 or email mkoslow&albemarle.org to schedule an appointment. Review Comments Project Name: Fifth Street Station - Initial Initial Site Plan Date Completed: Wednesday, April 10, 2013 Reviewer: Michael Koslow Department/Division /Agency: Engineering Reviews Comments: Additional late comments: 1. Please provide a forest stewardship plan in accordance with proffer #5. 2. Please indicate location of greenway dedication easement per proffer #2. 3. Please indicate proposed easement for any proposed off-site grading including grading adjacent to 1 -64 right of way shown on sheet 9F. 4. Please provide details for proposed transit stop for final site plan approval per proffer #1G. Review Status: Requested Changes Megan Yaniglos From: Lee, Juwhan [leej @charlottesville.org] Sent: Monday, April 01, 2013 10:42 AM To: Megan Yaniglos Subject: CAT Input on 5th St /Avon Connector Attachments: Wegmans Option 2.pdf; Wegmans Option 1.pdf; Bus Stop Layout.pdf Hi Megan, Thank you for including CAT on this project. I have scanned two options I can see for possible CAT routing. Option 1: We believe this option would better serve the shopping center and allow passengers better access to the locations. However, it does entail going through the facility rather than going around it. Questions we had were if the parking spaces that are marked with squares can be converted into bus pull outs /stops. Additionally, we were not sure if the circle is capable of handling a 35 foot bus. Option 2: There are 2 locations I see possible for bus stops. The western stop would be located and what seems to be a pavilion /entrance. However, because the location is right after a turn, it might have to be pushed further north. The eastern stop would have no issues if a cut out can be built into the median there. Additionally, stops will have to be put on the opposite of each stop to serve in both direction. Both options include driving by the park and ride. It is ideal not to go into the park and ride lot and have stops on either side of the main street. However, if that's not possible, going into the park and ride lot can be considered. Let me know if you need anything else. I am also attaching a spec sheet for stops and pull outs. Thank you. a ry e rT Juwhan Lee Operations Manager Charlottesville Area Transit (Office) 434 - 970 -3892 (Cell) 434 - 566 -3626 Megan Yaniglos From: Victoria Fort [vfort @rivanna.org] Sent: Tuesday, March 26, 2013 6:35 PM To: Megan Yaniglos Cc: Alex Morrison Subject: SDP 2013 -012 Fifth Street Station - Initial Site Plan Megan, RWSA has reviewed the initial site plan for Fifth Street Station as prepared by Bohler Engineering and dated 2/19/2013 and has the following comments for the applicant: General Plan Comments: 1. RWSA previously issued a flow acceptance for this project; however, the flow capacity certification has expired. Prior to final site plan approval, a new request should be sent to RWSA for acceptance of sewage flows with updated flow numbers. 2. The RWSA Moores Creek Interceptor (located along the north bank of Moores Creek) should be surveyed and shown on all plan sheets. 3. Label RWSA interceptor with ownership, size, and material (e.g. 'RWSA 30" RCP Sanitary Sewer') 4. Correctly show and label RWSA sanitary sewer easements with deed book and page numbers. Utility Plan (Sheets 10A -J): 1. The Utility Plan shows several stormwater outfalls to Moores Creek for this project. The RWSA Moores Creek Interceptor is located adjacent to the north creek bank along the entire project site, and erosion has been observed since the interceptor was constructed in 1974. RWSA is concerned that the stormwater design shown on the plans may exacerbate existing erosion conditions and as a result, undermine the stability of the sewer line. Of particular concern are structures STM D1 (sheet 10C) and STM D9 (sheet 10D), both of which may substantially alter stream flow patterns. Please provide documentation on how you intend to mitigate velocity and channel modifications caused by outfalls which would cause erosion on the north side of the creek. 2. Sheets 9A and 9E show connections to both City of Charlottesville and ACSA water lines. RWSA is currently developing a wholesale master metering program to monitor urban water usage by the City and the County. Further details on the program will be forthcoming; however it is likely that a meter and vault to be owned and operated by RWSA will be required at the interconnection. Exact details may be coordinated through future site plan work. Landscape Plan (Sheet 11A): 1. On sheet 11A, portions of the "tree conservation" areas intersect the existing RWSA sewer line easement. Please be aware that RWSA routinely performs maintenance clearing of its easements, and as such, trees in this area will be removed. Proffers: 1. Proffer #7 describes the contractor's requirements to complete erosion and buffer projects for Moore's Creek in the areas designated in the attached Exhibit B. RWSA would like a copy of the scope and schedule of these projects to determine their impacts on the existing Moores Creek Interceptor. Please let me know if you have any questions or need additional information. Thank you, Victoria Victoria Fort, EIT Civil Engineer Rivanna Water and Sewer Authority 695 Moores Creek Lane Charlottesville, VA 22902 (P): (434) 977 -2970 ext. 205 (F): (434) 295 -1146 Review Comments Project Name: Fifth Street Station - Initial Initial Site Plan Date Completed: Saturday, March 30, 2013 Reviewer: Shawn Maddox Department/Division /Agency: Fire Rescue Reviews Comments: 1. Where new water mains are extended along streets where hydrants are not needed for protection of structures or similar fire problems, fire hydrants shall be provided at spacing not to exceed 1,000 feet to provide for transportation hazards. Please install hydrants on Bent Creek Parkway at 1,000 foot intervals. 2. Fire hydrants shall be provided on all public streets and fire apparatus access roads. The hydrants shall have an average spacing of 500 feet. Please adjust hydrants currently shown on the submitted plans accordingly. 3. Fire Department Connections shall be shown on the site plan. The fire department connections shall be located on the address side of the structure. The fire department connections shall be located within 50 feet of a fire hydrant and preferably away from the structure to prevent blocking traffic when hose lines are in use during firefighting operations. 4. Fire lanes will be required around Wegman's, Major Tenant A and the parking lot of Tenant F. Please call the Fire Marshal's Office at 434 - 296 -5833 to discuss the exact locations to be marked and signed. 5. The minimum turning radius on the travel ways throughout the property shall be 25' for roads that are 20 -32' wide. This will not apply to the aisles serving the parking spaces only those streets or lanes that provide ingress and egress throughout the property. Please contact the Fire Marshal's office at 434 - 296 -5833 to discuss the areas that need addressed on the plans. 6. Provide building construction types so that the required fire flow can be determined. Once calculated documentation must be provided to the Fire Marshal's Office that the required fire flow is available throughout the site. 7. These buildings will be required to have Knox Boxes for each tenant space. Contact the Fire Marshal's office for ordering information and installation location approval. Review Status: Requested Changes Megan Yaniglos From: Alex Morrison [ amorrison @serviceauthority.org] Sent: Monday, March 25, 2013 12:28 PM To: Megan Yaniglos Subject: SDP201300012: Fifth Street Station - Initial Site Plan Megan, I have reviewed the above referenced preliminary plan and hereby approve it. The ACSA will require 3 sets of the final site plan be submitted directly to the ACSA for construction review. The following items will be reviewed in more detail during construction review: • Water main river crossing. • Will require gate valve between county and city ownership. • Will require testing taps on each side of crossing. • Water main sizes within the development. • 12" water main connection point. • Sanitary Sewer Connection • RWSA Capacity Certification If the applicant has any questions or comments they can contact me directly. Thank you. Alexander J. Morrison, EIT Civil Engineer k6mu Ccinly Service Authbrity 168 Spotnap Road Charlottesville, VA 22911 Office: (434)977-4511 EXT: 116 This email may contain confidential information that should not be shared with anyone other than its intended recipient(s). 1 Review Comments Project Name: Fifth Street Station - Initial Initial Site Plan Date Completed: Thursday, February 28, 2013 Reviewer: Andrew Slack Department/Division /Agency: E911 Reviews Comments: The road name 'BENT CREEK PARKWAY' is approved for this project. An additional road name would be needed for the interior of the development for addressing needs. A road name that could be used is 'BENT CREEK PLACE' located through the center of the development by the round -a -bout for addressing purposes. Review Status: Requested Changes Megan Yaniglos From: Lee, Juwhan [leej @charlottesville.org] Sent: Monday, April 01, 2013 10:42 AM To: Megan Yaniglos Subject: CAT Input on 5th St/Avon Connector Attachments: Wegmans Option 2.pdf; Wegmans Option 1.pdf; Bus Stop Layout.pdf Hi Megan, Thank you for including CAT on this project. I have scanned two options I can see for possible CAT routing. Option 1: We believe this option would better serve the shopping center and allow passengers better access to the locations. However, it does entail going through the facility rather than going around it. Questions we had were if the parking spaces that are marked with squares can be converted into bus pull outs /stops. Additionally, we were not sure if the circle is capable of handling a 35 foot bus. Option 2: There are 2 locations I see possible for bus stops. The western stop would be located and what seems to be a pavilion /entrance. 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Q ",.x „ . ♦ \ V • iiiii ( ''''" A ' kxp Y ~ r b & ti ,"Agi' '' t7 jJJ t}t _ ._,,,,W.S.V.,,,: iL-9 4 : 1,, iet - * - H_ _ T. it' M iThr/.4 : .1...:21,..-c.. illaiti- ' ' ' ; r6 W. \- --; ''' - - -- -1 ' ' Z s , <-.,,, iff4„,_ -- ''''.----.__..J ''''' I ll � � ' ' 5 i ' . # y9x' ..,. BUS VEHICLE DIMENSIONS • Scale 1" = 12' (approximate) LENGTH OVER BUMPERS: 41' -0" 9' - WIDTH WAIRRORS r . Mir REAR DOOR TO FRONT OF BUS: 27' -IT - 8' - i of ----- 7 ;' .7 ) 1 I S —7---f 1 t-1-1-- cill1111111111i r ____. —• . ,....._..—, 0 0 i 1 5 P111 �l• Cu' I, 0 10 -- 0 0 0 — •' . 1 -0" P2 P1 STANDARD BUS LENGTH OVER BUMPERS: 61' -6" 10' -0" WIDTH W /MIRRORS �. REAR DOOR TO FRONT OF BUS: 47' --0" a r Ev--6' I Dn1 OF BODY P .=---■ 8 .i - 0 si.i. , 1 it ' 1111111111111111111 J 1 1' -3" P3 P2 P1 ARTICULATED BUS WEIGHT (LOADED) STANDARD BUS ARTICULATED BUS TOTAL WEIGHT 40,600 POUNDS 55,200 POUNDS AXLE LOADING AT 0 1 14,600 14,600 AXLE LOADING AT P2 26,000 14,600 AXLE LOADING AT P3 26,000 GRADE LIMITATIONS UPHILL: 6% UPHILL: 6% DOWNHILL: 12% DOWNHILL: 12% TURNING RADIUS 48-FOOT MINIMUM OUTSIDE RADIUS (WITH OVERHANG), 50 -FOOT DESIRABLE 27 -FOOT MINIMUM INSIDE RADIUS, 30 -FOOT DESIRABLE 18 - - ©1993 . Metropolitan Transit Development Board, San Diego, CA • Designing For Transit BUS TURNING TEMPLATE Scalp As Noted / // / / 45' f / Poth of lett front / body overhang ........ �• // i Path of left / ' .. . / / /// f wheel \+ // I / Bi egnning a ' \, / of turn ; ,'. / / / tR \ Path of right / V reor wheel j . / i / El l 160' : / L 1'=40' : 45' // Path of left front % / body overhang . .•/. . , .......... . . . r� / 90' , . Path of left front wheel // --'`, .1 / / .'•# � ^ a C Beginning , f 1 a \ • • of turn i 1` ` \\ ' i ii - ' 1 I R= Longest radius 11 � \ � ` \ 135' . t. f of compound 1 \\ • Q I curve 1 \ I 1 t `\\ Path of right 1 \\ ' . rear wheel 1 \ \\ • 1 \ 1 -- \ \\ r t \\ kid 6 d 1 180' SCALE: 1" =20' NOTES: The above diagram should be considered minimum for a standard bus. Radii of 55' (outside) and 25' (inside) are recommended for pavement edges or obstructions. Articulated buses can be accommodated within the above envelope. 19 © 1993 • Metropolitan Transit Development Board, San Diego, CA • Designing For Transit PAVEMENT COMPOSITION FOR STREETS SUITABLE FOR REGULAR USE BY BUSES Scale r - 4' CASE I. ASPHALT ROADWAY Type H Curb ** sic e 2% t loci 7Z Asphaltic concrete (minimum 3" to 8 " *) Concrete treoted base (minimum 5" to 25"*) Native soil CASE Its CONCRETE ROADWAY Type H Curb ** sloe 2% t .ical 4 7;4 1 mtal n rMM`% iMMIM`r�r�r�rMAT`r`r`i` Portland cement concrete (minimum 7" to 10.5 " *) Concrete treated base (minimum 0" to 6 " *) Native soil ti R � CASE 1118 CONCRETE BUS PAD FOR CURBSIDE LANE AT BUS STOP Type H Curb slope 2% (typical} 7% sa Portland cement concrete (9 ", or 8" with rebel Concrete treated base (6" compacted to 95% standard proctor) Native soil Note: *Thickness of layers depends upon average daily traffic volume and resistance value of native soil. For exact specifications, see Son Diego area Regionol Standard Drawings, Pavement Design Standards, Schedule J for roadways categorized os collector or higher. * *Type 0 curb is acceptable on collector streets. 21 © 1993 • Metropolitan Transit Development Board, San Diego, CA • Designing For Transit BUS STOP LAYOUT Scale 1" - 16' CASE 1' For standard End of red curb and concrete bus pod. bus stops Beyond this point: Mil • Parking may be permitted Scale of feet • Street trees may be plonted from curb return* , in sidewalk grates 6 Sidewalk may be reduced to normal width (min. 4' clear space) 80' i ..6.... Transition CASE �� toper 4:1 Allow 30 -foot .. For bus stops on pull --out buffer narrow sidewalks in between front of 1 0' severely constrained bus and parked sidewalk locations car or fixed - obstruction. .. • . rash recepticle <10' sidewalk (optional) • • • • Bus stop sign 50'- • and pole Allow 40 -foot stop orea : t 6' Is g 10' I for one standard bus. r fl Add 50 feet for each Seat .- . additional standard bus ,: 3' ' t Q.) expected to use the E v stop ot the same time. . . m i'n . .- N Allow 60 -foot stop area ,: clean z for one orticuloted bus. : CO $ i - Add 70 feet for each : additionol articulated bus : Begin red curb and ' Add sufficient expected to use the concrete bus pod at concrete to allow stop ot the some time. : curb return or crosswalk for 10' -wide limit line (whichever is wheelchoir lift Allow t0 --foot sight 10'- further from the loading area and distance buffer intersection). 4' minimum between rear of bus Pedestrian (wheelchair) romp clear zone and curb return. 0' *.... � (see San Diego area Regional Standard 10' min.. 12' desiroble D owin s G -27 to Concrete Bus Pad (for G -32 stops with 4 or more buses per hour) *Note: These dimensions apply to o typicol far -side bus stop. For o near -side bus stop, mid -block bus stop or for -side bus stop after o turn, see figure on Bus Stop Dimensions. 26 - 01993 • Metropolitan Transit Development Board, San Diego, CA • Designing For Transit OFF- STREET BUS STATIONS • See 1" = 40' CASE 1. Street centerline Single Side platform ` or obstruction N 1 20' 40' R =25' .. I CASE 2• '; Island platform co - I t / ',.2 . --3 '11 ..... • `• t t • :. .:: t 1 CASE 3. • • u) b Two Side Platforms D 0 - ` t I t 3 / l 25' .t' ` T CASE 4. 1 3 5 - , .0 . min. Island and One Side Platform 10' 4 t 5 r I. „ 10' desir. -. J t fr.) 111 • I r CASE b' Island and Two Side Platforms \a N /31 1 �' I It • Wheelchair ramp - 28 _. 0 1993 • Metropolitan Transit Development Board, San Diego, CA • Designing For Transit .• f to +Ae't . COMMONWEALTH of VIR (jINIt1 DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper, Virginia 22701 -3819 Gregory A. Whirley Commissioner of Highways April 18, 2013 Mr. Glenn Brooks Department of Engineering and Development 401 McIntire Rd. Charlottesville, VA 22902 Subject: Site Review Meeting Comments April 4 site review meeting Dear Mr. Brooks: Below are VDOT's comments on the Site Plans for the April 18 2013 Site Review Committee Meeting: SDP - 2013 - 00008 Cingular Wireless/ Greenmont Farm (Scott Clark) 1. A land use permit will be required for construction within the right of way. 2. Proposed entrance site will need to be reviewed by a VDOT Land Development permit inspector. SP- 2013 -00007 Cingular Wireless/ Pace Property Tier III Personal Wireless Facility (Sarah Baldwin) 1. A land use permit will be required for construction within right of way. 2. Proposed entrance site will need to be reviewed by a VDOT Land Development permit inspector. SUB - 2013 -00043 Briarwood Commercial Lot — Preliminary Subdivision Plat & Private Road (Chris Perez) 1. Lengths of the deceleration lanes should be calculated based on the design speed of the road 2. Acceleration lane is not necessary for entrance. 3. A median that prevents left turn ingress movements should be used instead of the large right -in, right -out triangular entrance median. The egress lane should meet Seminole Trail straight on and have a stop sign and stop bar. 4. Shoulder should meet VDOT Road Design Manual GS -1 Standards including minimum shoulder width of 13ft with 8ft paved shoulder and minimum width of ditch front slope of 10ft. 5. Detailed road plans will need to be submitted for the entrance. 5th Street Station (Megan Yaniglos) Typical Section 1. Shoulder should meet VDOT Road Design Manual GS -7 standards. 2. A paved shoulder should be used rather than a gravel shoulder to prevent stones from obstructing bike lane. 3. VDOT suggests using curb and gutter instead of shoulder along the road for permanent typical section. 4. Geometry should allow for a 16ft median for potential expansion to 4 -lane road in the future. General 5. Raised rmdians should be used rather than painted medians. 6. Road geometry cannot be accurately assessed due to through lanes not meeting up with center line. Provide a center line for currently proposed section of road. 7. Show curb ramps on sidewalk. 8. Entrances from Bent Creek Road to parking and retail areas need to meet minimum throat length standards. 9. Entrances should be consolidated at the new intersection of Bent Creek Road and Avon Street. 10. Permits will be required for grading on I -64. Applicants should be in touch with necessary parties as soon as possible. 11. Road and drainage plans need to be provided and reviewed. If you have any questions, please contact me. Sincerely, Joel DeNunzio, P.E. Area Land Use Engineer VDOT Culpeper VirginiaDOT.org WE KEEP VIRGINIA MOVING t w 11.F 2, zy County of Albemarle Department of Community Development Memorandum To: Claudette Grant, Senior Planner From: Glenn Brooks, County Engineer Date: 29 Aug 2012 Subject: 5 Street - Avon Center (ZMA2009 -1) critical slope waiver request The critical slope waiver request has been reviewed. The engineering analysis of the request follows: Description of critical slope area and proposed disturbance: This is a large site with critical slopes along Moores Creek, Route 64, and internal to the site. Please refer to the exhibit supplied by the applicant, and included below. Areas Acres (numbers supplied by applicant) Total site 77.4 (parcels 76 -2B, 76 -4A, and 77 -11E) Critical slopes 21.8 28% of site Critical slopes disturbed 13.6 62% of critical slopes Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable alternative locations: Some of the disturbances, such as the connector road, would be exempt, were it possible to separate out these disturbances. However, the entire plan will go to public hearing as part of a concept plan for a rezoning. Compliance with Zoning Ordinance 18 - 4.2: "movement of soi: and rock" Proper slope construction, control of drainage and vegetative stabilization may prevent movement of soil. It is not known whether improvements could be made to the grading plan or erosion and sediment control plans in this regard, as this is only a concept plan at this time. "excessive stormwater runoff' Stormwater runoff is proposed to be controlled by stormwater management on the concept plan. It is riot yet known if any of the development or roads may be impractical to capture, or if improvements could be made to plans to reduce runoff further. It has been noted that facilities proposed in the floodplain of Moore's Creek may be prone to flood damage, and placement in the floodplain is not recommended. It is also noteworthy that detention may be impractical due to timing with the flood peaks along Moores Creek. "siltation" Inspection and bonding by the County will help with siltation control during construction. Proper stabilization and maintenance may ensure long term stability. The work in close proximity to Moores Creek and in the floodplain will be a risk for siltation during construction should flooding occur. The grading plan and erosion and sediment control plan will detail how siltation is to be controlled. "loss of aesthetic resource" Albemarle County Community Development Engineering Review comments Page 2 of 2 This area is visible from 5` Street, Avon Street, Route 64, and Willoughby. Much of it has been graded in the past. "septic effluent" This area is serviced by public sewer. Based on the review above, this is a very general plan allowing all disturbances within the envelope of the development. The Planning Commission recommended approval of the critical slopes waiver as necessary for the zoning plan. Following the Planning Commission's recommendation, it is recommended that an approval be general. The lines shown on the exhibit are general, and it will not be possible to physically locate them on the ground, or on final plans. Actual limits of disturbance required under the erosion and sediment control regulations may differ. Final plans and construction may go outside concept lines in areas, and this should be understood in the approval. .i..N_, V,:N •A.. t ,'i i� risk, 'I` /. 1/i,: la�' -... . . 1 1 l t / ' \ k. 3 0p1/4\' o r `— 1 , . f 4k ' , . 4 . s+o F i it Return to agenda Fifth Street — Avon Center PROFFER STATEMENT Date: September 4, 2012 ZMA # 2009 -001 Fifth Street — Avon Center Tax Map and Parcel Number(s): 076M1- 00- 00- 002A0, 076M1- 00- 00- 002B0, 076M1- 00- 00 -004A, and 07700 - 00-00-0011E0 Approximately 81.94 Acres zoned Planned District - Shopping Center (PD -SC) New Era Properties, LLC, a Virginia limited liability company, and Avon Holdings, LLC, a Virginia limited liability company, are the fee simple owners (collectively, the "Owner ") of tax map parcels 076M1- 00 -00- 002A0, 076M1- 00- 00- 002B0, 0761\I1- 00- 00 -00 and 07700- 00- 00- 0011E0 (collectively, the "Property "). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is acknowledged that the conditions are reasonable. The Fifth Street -- Avon Center project was originally approved by the County Board of Supervisors on March 12, 2008 as ZMA 2006 -009, along with proffers from the Owner dated March 10, 2008, and signed on March 12, 2008 (the "Original Proffers "), an Application Plan dated February 19, 2008 prepared by The Cox Company (the "Original Application Plan "), and a Development Framework prepared by The Cox Company (the "Original Development Framework "). As part of rezoning application Z1'vIA 2009 -001, the Owner has submitted an amendment to the Original Application Plan that was prepared by Bohler Engineering and is entitled "Zoning Application Plan Amendment for 5th Street — Avon Center" dated December 17, 2009, last revised August 31, 2012 (the "Application Plan Amendment ") which shall supersede and replace the Original Application Plan in all respects. Any references in this Proffer Statement to the "Application Plan" shall mean the Application Plan Amendment. As part of rezoning application 7MA 2009 -001, the Owner has incorporated an amended version of the Original Development Framework into the Application Plan Amendment, which shall supersede and replace the Original Development Framework in all respects. The improvements proposed for the Property are collectively referred to herein as the "Project." This Proffer Statement shall supersede and replace the Original Proffers in all respects. 1. Road Itnprovements. The Owner shall cause completion of the following road improvements: A. Bent Creek Road and Fifth Street Lntersection. Pursuant to road plans approved by the Virginia Department of "Transportation ( "VDOT "), the City of Charlottesville, and the County of Albemarle 0,..) `� (the "County "), the Owner shall construct signal and lane improvements at the intersection of Bent Creek Road and Fifth Street prior to issuance of approval of the first certificate of occupancy for the Property. An example of the improvements that the City of Charlottesville may require of the Owner is attached as . Exhibit IA, entitled "5th Street Intersection Exhibit 1A" prepared by Collins Engineering and dated August 15, 2012. 1 B. Bent Creek Road Bridge. Pursuant to road and bridge plans approved by VDOT, the Owner shall widen, or replace the existing bridge spanning Moore's Creek supporting Bent Creek Road prior _ to issuance of the first certificate of occupancy within the Property. The bridge expansion shall be sufficient � ' to accommodate at least two (2) through lanes for Bent Creek Road, and shall be deemed complete when the l/ County Engineer has determined that the bridge is safe and convenient for traffic. C. Bent Creek Parkway From Bent Creek Road to Avon Street (Excluding the Landfill Segment). The Owner shall cause to be constructed a two lane (with right -of -way sufficient for future expansion to four lanes) limited access road from the bridge at Bent Creek Road through to Avon Street ( "Bent Creek Parkway," also referred to herein as the "Parkway ") in the general location shown on the Application Plan Amendment. The Owner intends to construct the Parkway to be a "rural section" in design, ti without curb and gutter, and will construct it as such if such design is approved by VDOT, and subject to a �;t . waiver being granted by the County Board of Supervisors pursuant to Sections 32.7.2.8 and 4.12.15(g) of the q f Zoning Ordinance, and, if applicable, a waiver being granted by the County Board of Supervisors pursuant to , ./Z Section 14- 410(1) of the Subdivision Ordinance. If either VDOT does not approve the Parkway as a rural t \ • section without curb and gutter, or if the County Board of Supervisors does not grant any waiver required for nr" the Parkway to be a rural section without curb and gutter, then the Owner shall construct the Parkway as an > urban cross section with curb and gutter. The Parkway shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed ") prior to issuance of the first certificate of occupancy within the Property. Once the Owner completes that portion of Bent Creek Parkway that excludes the Landfill Segment (as "Landfill Segment" is defined in paragraph ID), and within sixty (60) days after the written request of the County, the Owner shall dedicate such portion of the Parkway as a public road. The Board of Supervisors' acceptance of this Proffer Statement shall not confer any approval of special use permits for any construction of the Parkway or other improvetnents within the floodplain, if necessary; the approval of such permits shall be reserved by the Board of Supervisors. D. Bent Creek Parkway; Landfill Segment. That portion of the Parkway that transects the former City of Charlottesville Landfill on tax map parcel 07700- 00- 00- 0011E0 (the "Landfill Segment ") shall be designed, constructed and maintained as follows: 1. Status of Landfill Segment: The precise length of the Landfill Segment shall be determined by the parameters submitted as part of the Landfill Work Plan (as "Landfill Work Plan" is defined in paragraph 8 herein). The Landfill Segment shall be a private street that is privately maintained, but shall be ubject to a "public access easement" creating a perpetual right -of- passage over the Landfill Segment for the �k 'c benefit of the public. The first final site plan for the Property shall reserve the Landfill Segment including 4(1 0 pedestrian and bicycle accommodations and the dedication of related drainage, slope and utility easements, \ or a tire . I� re c e tcauon to the County at t ne ounty s reques an. in t ie County's sole discretion the County requests dedication and the public right-of-way is not dedicatee y su divis p at, the Owner shall be responsible for the cost of a survey and preparing the deed to convey the public right-of-way to the County. 2. Design: The Landfill Segment shall have the same design as that approved by VDOT for the segment of Bent Creek Parkway from Fifth Street Extended to the Landfill segment, subject to any additional design requirements of the Virginia Department of Environmental Quality ("DEQ") as set forth in CI \ the Landfill \York Plan. The Owner shall submit the road plans for the Landfill Segment to the County Engineer for review and approval, along with copies of all design requirements and imposed by DEQ in its ug - - approval of the Landfill Work Plan. 3. Construction and method of construction: The Landfill Segment shall be constructed � \` in accordance with the road plans submitted by the Owner and approved by the County Engineer. The i \ f`r Owner shall obtain approval of the method of construction of the Landfill Segment from DEQ as an element 2 • of the approved Landfill Work Plan prior to approval of the first final site plan for the Property. 4. Maintenance. The Owner shall obtain approval from the County Director of Community Development, and the County Attorney of a recordable instrument providing for the perpetual maintenance by the Owner of the Landfill Segment, subject to dedication and acceptance of the Landfill • Segment as a public right -of -way_ The maintenance instrument shall be in a form and be of a substance that is ' approved by the Director of Community Development and by the County Attorney. 5. Completion. The Landfill Segment shall be constructed and bonded, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed ") ( as a condition of the issuance of a certificate of occupancy for the first building within the Property. 6. Remediation and reopening in the event of closure. If DEQ, or any other public entity having jurisdiction over such matters orders that the Landfill Segment be closed to pedestrian and vehicular traffic because of an environmental hazard or risk arising from the former landfill, the Owner shall promptly reinediate the hazard or risk and take all other steps necessary to comply with such orders, including the reconstruction, repair, or relocation and construction of the Landfill Segment to allow it to reopen. If the Landfill Segment is temporarily closed as provided herein, the Owner shall obtain approval of the reopening from DEQ or other public entity, and reopen the Landfill Segment for pedestrian and vehicular traffic within sixty (60) days of completed remediation associated with the closure. The County Director of Community Development may authorize that deadline be extended for reopening the Landfill Segment if the Owner demonstrates to the satisfaction of the County that it is necessary for the purpose of rebuilding the road. In the event the Landfill Segment is temporarily closed as provided herein, the businesses within the Project may continue to operate and conduct business. 7. County's Acceptance. The County's acceptance of this Proffer Statement shall not confer any approval of special use permits for any construction of the Parkway or other improvements within the floodplain, if necessary; the approval of such permits shall be reserved by the Board of Supervisors. E. Avon Street Improvements. The Owner shall dedicate public right -of -way, as shown on final site plans, and construct a right turn lane on Avon Street southbound from the northern boundary of the Property to the intersection of Avon Street and the Parkway. If warranted, the Owner shall construct a left turn lane and signal improvements at the intersection of Avon Street and the Bent Creek Parkway. If the public right -of -way is not dedicated by subdivision plat, the Owner shall be responsible for the cost of a \ 'vsurvey and preparing the deed to convey the public right -of -way to the County. The Avon Street .,? Improvements shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the Si.,` roadway is safe and convenient for traffic as a condition of issuance of the first certificate of occupancy within the Property. F. Transportation Proffers Compliance. 1. The road improvements listed in paragraphs 1B, 1C, and lE above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements listed in paragraphs 1B, 1C, and IE shall be (i) constructed to VDOT design standards pursuant to detailed plans approved by VDOT, and (ii) offered to be accepted by VDOT for public use or bonded for VDOT's acceptance. The width, (except as specified in IC above) length, location (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 2. Any signal improvements proffered herein shall be coordinated with, and approved 3 • by the City of Charlottesville and \DOT to address signal timing. 3. The Owner shall submit to the City of Charlottesville engineering drawings, plans, and construction documents ( "City Transportation Plans ") for all road, signal and other transportation improvements contemplated in this Proffer Statement or shown on the Application Plan that are located within the limits of the City of Charlottesville, and such improvements shall be completed as specified in paragraphs lA and 1B herein. The City Transportation Plans shall be submitted within sixty (60) days after the first site plan for the Property is submitted to the County. The Owner shall diligently pursue approval of the City 'Transportation Plans with the City. If the City does not provide a list of conditions for approval of i ll the City Transportation Plans within six (6) months after the first final site plan for the Property is Q approved by the County, or if the City does not approve City "Transportation Plans that meet all of the City's conditions of approval within six (6) months after submittal by Owner of City Transportation Plans that meet all such conditions, then the Owner shall not be required by this Proffer Statement to construct any improvements for which approvals have not been obtained. In the event that the City acquires right -of -way in the City for suc'i improvements, the Owner shall reimburse the City for its costs in acquiring the land. G. Transit Stop; Park and Ride Lot. The Owner shall provide a paved parking area on the Property consisting, of no less than twelve (12) spaces either: (i) within the area labeled "Potential Area for Future Park and Ride Lot" on sheet 2 of the Application Plan Amendment, or (ii) in conjunction with the \ construction of a parking area for another use, (e.g. a grocery store), for temporary use by commuters t � ,s./ accessing transit, trails or carpools (the "Park and Ride Lot "). The Park and Ride Lot shall include a transit \\'• 0 stop. Construction of the Park and Ride Lot by the Owner shall occur in conjunction with the construction and dedication of the adjacent Bent Creek Parkway section or, if the Park and Ride Lot is constructed within a parking area for another use (e.g., a grocery store), then the Park and Ride Lot shall be constructed in conjunction with such use. The transit stop and Park and Ride Lot shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Charlottesville Area Transit ( "CAT ") or Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage consistent with other similar CAT facilities. 2. Greenway Dedication. The Owner shall dedicate in fee simple to the County or at the County's option, convey an easement to the County over) the area shown on the Application Plan Amendment as "Greenway Trail Improvements" (the "Greenway Trail Land "), to permit the construction by the County of a Greenway Trail through the Property in the location shown as "Greenway Trail Improvements" on the Application Plan Amendment (the "Greenway "frail "). Such dedication shall occur after final site plan approval and after receipt of a written request from the County for such dedication (the "Dedication Request �� Notice "). If the Dedication Request Notice is delivered after final site plan approval, the dedication shall be \,)/ completed within six (6) months after delivery of the Dedication Request Notice. If the Dedication Request mow./ Notice is deliverco prior to final site plan approval, the dedication shall be completed within six (6) months 1.7 after final site plan approval. The Greenway 'frail would be constructed to meet the Class A trail definition as contained in the County's Greenway Plan. In the event that sufficient right -of -way exists or can be obtained by others, the OmPier shall permit construction by the County of an extension of the Greenway Trail for the County Greenway System beyond the Property line to Interstate 64, along Biscuit Run, in the area shown as "Future Greenway Trail Extension" on the Application Plan Amendment. The Greenway Trail Lancl shall be dedicated by subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing the deed to convey the Greenway Trail Land to the County. 3. Dedication for Greenway Park Cash Contribution for Greenway Trail, Greenway Park and Bike /Pedestrian Master Plan. Within the general area depicted on the Application Plan Amendment as "Passive Open Space and Trailhead Park," the Owner shall, within six (6) months after receipt of the Dedication Request Notice, dedicate in fee simple to the County (or at the County's option, an easement to the County), for a Greenway Park, to include the stream valley areas along Moore's Creek, for use by the public for hiking, bicycling, picnicking and other passive recreational use (the "Greenway Park "). At least five 4 (5) parking spaces in the adjacent parking lot on the Application Plan Amendment shall be reserved for a trail head use for the Greenway Park. The Passive Open Space and Trailhead Park land shall be dedicated by subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing the deed to convey the Passive Open Space and Trailhead Park land to the County. Prior to the issuance of the first certificate of occupancy within the Project, the Owner shall make a cash contribution to the County in the amount of Two Hundred Fifty Thousand Dollars ($250,000) for the purpose of funding (a) the construction of the Greenway Trail; (b) a master plan for the development of the Greenway Park and a Bike /Pedestrian system (the "Park Master Plan "); and (c) construction of the Greenway Park and Bike /Pedestrian system, each by the County. If the Park Master Plan and construction of the Greenway Park and Greenway Trail are completed for less than Two Hundred Fifty Thousand Dollars ($250,000), any remaining funds may be retained by the County and used to fund additional public recreational amenities within the Property, the Greenway Trail Land, or the Greenway Park. If such cash contribution is not expended for the Park Master Plan or the construction of the Greenway Trail or the Greenway Park within fifteen (15) years from the date of the contribution, all unexpended funds shall be refunded to the Owner. Beginning January 1, 2013, the amount of the cash contribution required herein shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in the Comparative Cost Multiplier, Regional City Average, Southeast Average, Category C: Masonry Bearing Walls issued by Marshall Valuation Service (a /k /a Marshall & Swift) (the "Index ") or the most applicable Marshall & Swift index determined by the County if Marshall & Swift ceases publication of the Index identified herein, or any other more applicable index that the County may elect in its discretion to utilize. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the Index as of December 1 in the preceding calendar year, and the denominator of which shall be the Index as of December 1 in the year preceding the calendar year most recently ended. The annual adjustment shall be effective on and after the date the Index value from the preceding calendar year is published. For purposes of this Proffer Statement, the terms of this paragraph shall be referred to as the "Cash Proffer Annual Adjustment Terms." 4. Cash Contribution for Pedestrian Link to Willoughby Subdivision. In the event that sufficient right -of -way exists or can be obtained by others for any land located within the Willoughby Subdivision necessary therefor, the Owner shall make a cash contribution to the County in the amount of One Hundred Thousand Dollars ($100,000) for the construction by the County of a pedestrian path or trail connecting the Property to the Willoughby Subdivision in the general area shown on the Application Plan as "Potential Pedestrian Connection to Willoughby," which connection would include a pedestrian bridge over Moore's Creek, and reasonable access to at least one neighborhood street within Willoughby (the "Willoughby Link "). For the purposes of this proffer, reasonable access shall mean a pedestrian access that is topographically feasible, but sensitive to terrain features, as determined by the County Engineer. Such cash contribution for the Willoughby Link shall be delivered to the County after receipt of written notice from the County that suffinent right -of -way exists or is contractually obligated to be provided by others for the Willoughby portion of land needed for the Willoughby Link (the "Willoughby Link Notice "). If the Willoughby Link Notice is delivered after final site plan approval, but prior to issuance of the first certificate of occupancy within the Project, the Owner shall deliver the cash contribution for the Willoughby Link to the County prior to issuance of the first certificate of occupancy within the Project. If the Willoughby Link Notice is delivered after issuance of the first certificate of occupancy within the Project, the Owner shall deliver the cash contribution for the Willoughby Link to the County within thirty (30) days after delivery of the Willoughby Link Notice. In the event that sufficient right -of -way for the Willoughby Link does not exist or cannot be obtained for the County to construct the Willoughby Link (as determined by the County), within five (5) years after issuance of the first certificate of occupancy within the Property, the County shall notify the Owner of such determination in writing, in which event the amount of the cash contribution owed to the County by the Owner pursuant to this paragraph 4 shall be reduced to Twenty-Five Thousand Dollars 5 ($25,000), which contribution shall be delivered to the County within thirty (30) days after delivery of such notice, and the County may elect to use the contributed funds for the Greenway Park and the Greenway Trail within the Property. If such cash contribution is not expended for the purposes described in this paragraph 4 within fifteen (15) years from the date of the contribution, all unexpended funds shall be refunded to the Owner. This paragraph 4 shall be subject to the Cash Proffer Annual Adjustment Terms. 5. Tree Conservation Areas. Within the areas depicted on the Application Plan as Conservation Areas, no land disturbing activities shall occur except in accordance with Best Management Practices, as defined by the Virginia Department of Forestry. On the Application Plan, Conservation Areas are generally depicted, and incorporate approximately 12 total acres, with approximately 7 acres lying outside the Landfill Area and approximately 5 acres lying within the area of the Landfill Area. In order to provide an allowance for areas necessary for constructing stream mitigation and other environmental and conservation measures, compliance with this proffer requires the Owner to design, set aside and allocate not less than 11 acres for Conservations Areas, including not less than 6.5 acres on the portion of the Property lying outside the Landfill Area, and not less than 4.5 acres within the area of the Landfill Area. For the purposes of this proffer, the Landfill Area is considered to constitute Tax Map Parcel 07700- 00 -00- 0011E0, which contains • 21.165 total acres ( the "Landfill Area "). Management of Conservation Areas on the Property for any other purpose not involving land disturbing activities, including wildlife Habitat improvement, shall be in accord with a forest stewardship plan approved by the County Director of Community Development. Best Management Practices, as defined by the Virginia Department of Forestry, shall be used to control erosion and protect water quality during any forest activity. The primary objectives of the forest stewardship plate shall be to (a) maintain the health of the Conservation Areas, (b) maintain a scenic, urban forest and (c) conserve soil and water. 6. LEED Standards. The Owner shall cause buildings within the Project to be designed to be rated a minimum of "Certified" under the LEED Green Building Rating System or combination of LEED Green Building Rating System that is most applicable to the particular building(s) at the time of application, in recognition of the evolution of such LEED rating systems, which may include, among others, the LEED Rating System for Core & Shell Development, Version 2.0, July 2006 or the LEED Rating System for Retail: New Construction and Major Renovations, Pilot Version, July 2008, or the then - applicable version of such LEED Rating System, or some combination thereof (the "LEED Compliant Commercial Space "). Prior to issuance of the building permit for any proposed LEED Compliant Commercial Space, the Owner shall provide to the County's Director of Community Development a certification from a LEED certified architect that such space, if constructed in accordance with the building plans, is designed to achieve the minimum "Certified" rating provided in this paragraph 6. Before the Owner requests a certificate of occupancy for any building for which a LEED certified architect rendered such a certificate, the Owner shall submit to the County's Director of Community Development a written statement from the architect that the building was built to the plans on which the opinion was based. 7. Moore's Creek Erosion and Buffer Projects. The Owner shall complete the erosion and buffer projects for Moore's Creek, above Biscuit Run in the areas depicted on the map attached as Exhibit B, and also in the areas within the Property on the City side of Moore's Creek (the "Erosion and Buffer Projects "). Exhibit B originally appeared as an Exhibit to the County's Stormwater Action Lists Report for Stormwater Master Plan, prepared by CH2MHill, dated January, 2004. The Erosion and Buffer Projects shall include but not be limited to stream bank restoration and stream channel stabilization in general conformity with The Vliijii a Cream Re! /ola/iou and S /ab /i a /loll Bei/tl'Iailagement Pine /ices Glide published by the Virginia Department of Conservation and Recreation in 2004 or any subsequent updates or revisions. The Erosion and Buffer Projects also shall include but not be limited to the installation of new riparian plantings in general conformity with the Bipaiian Thrifts 11'lodl /lcnlioil and A4iti a /ioir Guidance lllania / prepared by the Virginia Chesapeake Bay Local Assistance Department in September 2003 or any subsequent updates or revisions. The Erosion and Buffer Projects' scope shall be subject to all applicable federal and state and local approvals, including the requirements set forth in the final DEQ Landfill Work Plan. The schedule and scope of the 6 Erosion and Buffer Projects shall be submitted and approved with the first final site plan within the Property and shall be completed within three (3) years from the date of the approval of the first final site plan within the Property. 8. Landfill Area; Work Plan; Department of Environmental Quality. The Owner shall have obtained DEQ approval of a work plan (the "Landfill Work Plan ") addressing the implications of the Owner's constructing any portion of the Bent Creek Parkway, and any proposed project improvements on the Property implicating the Landfill Area prior to preliminary site plan approval, preliminary subdivision plat approval, or the approval of any grading plan involving disturbance of the Landfill Area. The Landfill Work Plan shall be prepared by an environmental consulting firm and shall contain the following: A. .A discussion of the geology, site history, and generalized subsurface stratigraphy of the landfill site, based upon a systematic study to include field observations, and if necessary, electromagnetic induction (EM) survey to determine the lateral extent of waste deposits on the Property. B. A plan to stabilize and cover to DEQ's satisfaction any areas of exposed waste on the Property discovered during the systematic study referenced in paragraph 8A. This plan shall include a minimum of two (2) feet of clean fill or stone over all exposed waste, except where DEQ finds that alternative products or methods provide an equal or better cover, or DF.Q finds that disturbing this area to establish a cover would create additional and undesirable environmental risks. Where DEQ finds there to be areas of additional and undesirable environmental risk, the Owner shall consult with the Director of Community Development and DEQ on preferred options that assure environmental safety and stability of the landfill while minimizing any public nuisance from the exposed waste, with DEQ having the sole authority to determine appropriate measures for these areas. C. A plan that addresses the construction techniques to be employed to allow construction of Bent Creek Parkway and any related improvements over the waste deposits within the Landfill Area. D. The Owner shall diligently pursue DEQ's approval of the Landfill Work Plan. Unless DEQ requires otherwise, the components of the Landfill Work Plan referenced above may be submitted to DEQ separately or within the same document. The County shall be provided with a copy of both the submitted and the approved Landfill Work Plan, together with all backup data submitted in DEQ's approval of the Landfill Work Plan, as a condition of approval of the first preliminary site plan. The work described within the Landfill Work Plan shall be substantially completed by the Owner prior to the issuance of any building permit for constructing building improvements on the Property, as confirmed by DEQ and the County Engineer, and shall be completed prior to issuance of the first certificate of occupancy within the Property. In addition, the Owner shall provide a certification from a licensed geotechnical engineer that the work under the Landfill Work Plan is complete. Preliminary site plan approval and grading permits may be issued pending completion of the work described within the Landfill Work Plan. 9. Cultural Resources. Prior to commencing land disturbance of any of the area included in the former Willoughby Mansion Site, as depicted on the attached Exhibit C (the "Phase I Scope Area "), the Owner shall cause to be completed and supplied to the County, a Phase I Historic Resources Survey ( "Phase I Survey ") for any areas within the Phase 1 Scope Area to be disturbed. The Phase I Survey shall be conducted pursuant to the National Historic Preservation Act of 1966, as amended, the Archaeological and Historic Preservation Act of 1974, and Executive Order 11593. The consultant conducting the Phase I Survey shall meet the professional qualification standards of the Department of the Interior (48 Fed. Reg. 44,738 - 44,739). The archaeological fieldwork component of the Phase I Survey shall conform to the qualifications spec'fied by the Secretary of the Interior' Standard" and Guidelines, farAnheology and historic Preservation (48 Fed. Reg. 44,716 _ 44,742 (1983)), and by the Virginia Department of Historic Resources in its publication en titled Guidelines For Conducting Cultiaal Resource Sunny In Virginia: Additional Guidance for the Implementation of the Federal Standards Entitledflrchaeology and Historic Preservation: Secretay of the Interior' Standard and Guidelines (48 7 FR 44742, September 29, 1983), 1999, rev. 2000. In the event that any human remains are encountered in the course of conducting any Phase I Survey, no land disturbance shall proceed prior to delivery of evidence to the County that all applicable regulations regarding the disturbance or removal of such remains have been complied with, or that avoidance can be achieved. The Phase I Survey consultant shall follow federal and state guidelines and legislation in conducting the Phase I Survey in making recommendations regarding any Potential Resource Site's eligibility for nomination to the National Register of I- Iistoric Places (NRI IP). All artifacts generated in the course of survey and associated records will be curated according to the requirements specified in Cuzrtioa ofFedera/1}'Owned and AdininirleredArchaeological Collections (36 C.F.R. § 79) and Virsiaia Department of historic• Resoircer State Cu ration Standards. 10. Erosion and Sediment Control and Stormwater Quality Management. A. Erosion and Sediment Control. The Owner shall, to the maximum extent practicable as determined by the County's Program Authority, provide additional erosion and sediment controls to achieve a sediment removal rate of eighty percent (80 %) for the Property. As a reference, current regulatory stivct u•al measures achieve a sixty percent (60 %) optimal removal rate.) 13. Stormwater Quality Management. The Owner shall construct a stormwater duality management facility in the general area shown as "S \WM /BlvfP Pond Facility" on sheet 2 of the Application Plan Amendment (near the southeast corner of Block A), to capture and filter the water runoff and drainage from an off -site area that is equal to at least twenty percent (20 %) of the land area of the Property, in compliance with the Water Protection Ordinance (Albemarle County Code §17 -100 et seq.), prior to such water being discharged into Moore's Creek. C. Intentionally Omitted (superseded by the Section 17 -207 of the Albemarle County Water Protection Ordinance) D. Rainfall Harvesting and Roof Design. The Owner shall incorporate rainfall harvesting measures ( "Rainfall Harvesting ") into the overall Property. Rainfall Harvesting measures may include but need not be limited to impervious surface alternatives for parking and drive isles, and cisterns. Rainfall I-Iarvesting shall be submitted as part of and must be compatible with the Best Management Practices reviewed and approved by the County's Program Authority in satisfying paragraph 10B above. The Owner's proposed use of Rainfall Harvesting shall be submitted as part of each preliminary site plan for the Property, unless the Owner elects in its discretion to submit a comprehensive Rainfall Harvesting plan with the first preliminary site plan for the Property. Final Rainfall I-Iarvesting design and engineering documentation shall be submitted with each final site plan and with the building plans for the Property (unless the Owner has elected to submit a comprehensive Rainfall Harvesting plan with the first preliminary site plan for the Property, in which case the final comprehensive Rainfall Harvesting design and engineering documentation shall be submitted with the first final site plan and building plans for the Property). In addition, the roofs of all buildings within the Project shall utilize energy efficient roofing materials with a high insulation value (insulation value of at least R -19). In addition, the Owner shall select a roof material in an earth -tone color that satisfies the Monticello viewshed guidelines as determined by the Thomas Jefferson Foundation. Prior to final site plan approval the Owner shall provide written documentation to the County Director of Community Development that the Thomas Jefferson Foundation has approved the proposed roof material color for the buildings within the Property. 11. Intentionally Omitted. 12. Transit Funding. Prior to the issuance of the first certificate of occupancy within the Project, the Owner shall contribute cash to the County or to its designee (which may include a regional transit authority) in the amount of One Hundred Thousand Dollars ($100,000) to be used for capital and /or operating expenses related to the extension of public transit service to the Property (either to the Bent Creek 8 Road or Avon Street entrances to the Project, or to the interior developed area of the Project). Such cash contribution may also be used towards the formation, capitalization and operation of a regional transit authority whose service area includes the Property. If such cash contribution is not expended for the purposes described in this paragraph 12 within five (5) years from the date of such contribution, all unexpended funds shall be refunded to the Owner. This paragraph 12 shall be subject to the Cash Proffer Annual Adjustment Terms. 13. Architectural Consistency. Buildings within the Project shall have a consistent architectural theme. [REMAINDER OF PAGE LEFT IN I'ENTIONALLY BLANK; SIGNATURE PAGES TO FOLLOW.] 9 WITNESS the following signatures: NEW ERA PROPERTIES, LLC a Virginia limited liability company By: River Bend Management, Inc. a Virginia corporation, its Manager By: Coran Capshaw, President Date: f6 /i& AVON HOLDINGS, LLC a Virginia limited liability company By: River Bend Management, Inc. a Virgitorpo tion, its Manager By: Coran Capshaw, President Date: q16 /Ig- 1 0 1 i . E Nor 1 (4 i t : i ; „ r'''' '1 \‘‘` ". , c... I. s I, 1 „ v f _. 1 ,�, t ' � I t 1 C .. __ \ __ t �I �,_.....__ ..c:':: 7 1 i�~ c1 cO o — 1 , I \ \ ,...-'c \ e s , ' ....., 1 1 i 4 1 . \ \%\._-,------. - ( 7 N - r° ---111111 . - v `p 00.00... • __I at I yy \ o,. 1 a�4' t----. :Ott / !/ ` 0� • p 9 ` i ''0",,N. i. a x, W U oa t E; I h• c,_): r., r I _ _ Q t ' 1 i l - . 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' ' ' 1 . ,;,.::, 1 1 I , I 1 ',., 54,,,, , , :,. i .,:,.. , , ,,, , • ', . , , : '' I ' A . . • i . 1 7.. ii . i `..... -t. , . . .2/ / / ;?■'....21‹‘■ ,. ‘,.....:-....„,. ill i!i 0 GENTeR II, 1 p STREET - AVON r th S (2) ' ' ' ' I • i° Albemarle COL.., ty Community Development Department 40rliicintire Road Charlottesville, VA 22902 -4596 Planning Application Voice : (434) 296 -5832 Fax : (434) 972 -4126 PARCEL / OWNER INFORMATION TMPI 076M1-00-00-002A0 I Owner(s): Application # SDP201300012 NEW ERA PROPERTIES LLC PROPERTY INFORMATION _ Legal Description ACREAGE Magisterial Dist. Scottsville Land Use Primary Forest Current AFD Not in A/F District Current Zoning Primary Planned Development Shopping Center APPLICATION INFORMATION Street Address I Entered By Todd Shifflett Application Type Site Development Plans 102/20/2013 1 Project (Fifth Street Station - Preapplication Received Date 02/19/13 Received Date Final 1 Submittal Date 02/19/13 Total Fees 7750 Closing File Date Submittal Date Final Total Paid 7750 Revision Number Comments Ey, D iovivi Legal Ad c 1 7)- /( SUB APPLICATION(s) Type 1 Sub Applicati j Pre - application Plan 102/19/13 (APPLICANT / CONTACT INFORMATION ContactT pe 1 Name Address CityState Zip Phone PhoneCell Owner /Appircant i NEW ERA PROPERTIES LLC l P 0 BOX 1467 ICHARLOTTESVILL ; 22902 Primary Contact I DANIEL R. HINES, P.E. 28 BLACKWELL PARK LANE WARRENTON, VA 20186 5403494500 0 Applicant DAN TUCKER, S.J. COLLINS ENTERPRISE 5B SOUTHWEST BROAD ST., FAIRBURN, GA 30213 7706928300 Signature of Contractor or Authorized Agent Date Michael Koslow From: Michael Koslow Sent: Wednesday, April 10, 2013 9:33 AM To: Megan Yaniglos Subject: FW: Fifth Street Station - Initial (SDP2013- 00012) - engineering comments Attachments: CDDE1 ISP MAK Fifth Street Station - Initial SDP201300012.doc Megan, I apologize for the double email... had missed a few items with attached. 1 included the following notes in CountyView: document would not load into laserfische. Copied to CV docs and emailed to Review Coordinator or 4/10/2013. Additional late comments: 1. Please provide a forest stewardship plan in accordance with proffer #5. 2. Please indicate location of greenway dedication easement per proffer #2. 3. Please indicate proposed easement for any proposed off -site grading including grading adjacent to 1 -64 right of way shown on sheet 9F. 4. Please provide details for proposed transit stop for final site plan approval per proffer #1G. Cordially, Michael From: Michael Koslow Sent: Wednesday, April 10, 2013 9:22 AM To: Megan Yaniglos Subject: Fifth Street Station - Initial (SDP2013- 00012) - engineering comments Megan, Please see attached. I couldn't load into CV but I also copied to CV docs directory this morning. Thanks, Michael Michael Koslow, PE County of Albemarle Community Development Department 401 McIntire Road Charlottesville, VA 22902 434 - 296 -5832 ext. 3297 434- 972 -4126 (fax) mkoslow(a)a1bemarle.org 1 ~ ..r" � Y of A� � � U O ‘ h7 IMP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 Project: Fifth Street Station — Initial SDP201300012 Plan preparer: Bohler Engineering [tel 540- 349 -4500] Owner or rep.: New Era Properties, LLC [tel 216- 624 -7667] Plan received date: 20 February 2013 Date of comments: 10 April 2013 Reviewer: Michael Koslow Review coordinator: Megan Yaniglos The first initial site plan and comps submittal (SDP201300012) submitted 19 February 2013 has received Engineering Review and does not appear to meet Albemarle County minimum checklist items for approval. This review does not include a review of Erosion & Sediment Control, Stormwater Management, or (Water Protection Ordinance stream buffer impact) Mitigation. Please adequately address the following comments for initial site plan approval: A. Application Information 1) Please identify special use permit number (SP2012- 00029) in "floodplain special use permit" on sheet 1. 2) Please provide US Army Corps approval for "wetlands to be demolished" and fill in flood plain per 3/13/2013 #4 condition of Board of Supervisors approval of SP2012- 00029. B. Existing Conditions Information 1) Please provide date and source of topographic information. All topography should be at least visually field verified by the designer with the last year. 2) Please provide a benchmark location, elevation, and datum for topography. An existing utility or other known position will suffice. 3) Please darken the labels and /or indicate the the 100' (beyond stream banks or edge of wetland) Water Protection Ordinance buffer limits for Moore's Creek, Biscuit Run, and all non -tidal wetlands on sheets 5A — 5J. These limits inform the buffer incursion area and needed mitigation area (which is part of WPO plans) and also need to be included with an approved initial site plan. `" )engineering Review Comments Page 2 of 4 4) Please indicate dimensions and recorded deed book and page number for all existing easements including: a. an existing gas line and overhead utilities which appear on sheet 5C b. an existing road which appears on sheet 5D c. existing overhead utilities, a road, and a water line which appear on sheet 5E d. existing road which appears on sheet 5F e. existing water line which appears on sheet 5G 5) Please indicate all critical slopes (> 25% slope) with grey shading for clarity. C. Proposed Plan View Information 1) Please provide a critical slopes waiver request if disturbance is proposed to existing critical slopes (see comment B5 above). 2) Please indicate guardrail with VDOT designations for all retaining walls next to parking or travelways [18- 32.7.2]. 3) Please expand legend to include symbol for a proposed easement (appears to be a circle) and abbreviations for proposed easement types (apparently including: drainage, sanitary sewer, gas, water, access, stormwater managemement, and possibly intersection and /or entrance sight distance). Please include a callout for each proposed easement on each sheet (i.e. if a proposed easement area appears on three sheets, please label it on each of the three sheets). 4) Please expand drainage easements to include erosion control riprap at pipe outlets (appears to be riprap outside of the proposed easement area on sheet 9A). 5) Please clearly indicate by station the limits of proposed public right of way and access easement for privately maintained sections of Bent Creek Pkwy proposed. 6) Please indicate intersection and entrance sight distance lines in plan view at minimum. Intersection and/or entrance sight distance easements may be needed. 7) Trees are prohibited in drainage easements. It appears one "SJR" tree is proposed in conflict with a drainage easement on sheet 1 1F. It appears one "TCG" and one "QPH" tree are proposed in conflict on sheet 11 G. Please revise proposed drainage or landscape plan to avoid these conflicts. 8) Commercial entrances appear to be proposed on sheets 8C, 8D, 8E, 8G, and 8I. Please provide VDOT designation type for these entrances (e.g. PE -1, CG -9a, etc.). 9) Please label proposed radius for NW corner of entrance proposed on sheet 8G. 10) Turn lanes and tapers for intersection of Bent Creek Pwky and Avon St appear to be proposed on sheet 9J. Please label the widths and taper rates proposed. rngineering Review Comments Page 3 of 4 11) Please include by note or leader description the type of curbing proposed on all parking areas with VDOT designations (e.g. CG -2, CG -6). 12) Please label edges of proposed paving in areas proposed which appear to not have curb adjacent (see sheets 8E and 8I). 13) Please provide a unique label for each proposed drainage structure and pipe for calculation reference. 14) Please provide spot elevations around proposed dumpsters to ensure they are not in low spots for drainage. D. Proposed Plan Detail Information 1) Please provide source of information for proposed traffic volumes (a previously approved plan or ITE Trip Generation Handbook or equivalent are acceptable). Please adequately address the following comments for final site plan approval: E. Application Information 1) Owner is required to provide a completed copy of the standard stormwater maintenance agreement and fee for recordation for any stormwater management facilities (could reference an existing agreement with a comparison of proposed vs previously approved impervious surface). 2) Prior to final site plan approval, a separate set of Water Protection Ordinance plans must be approved including: stormwater management plan and erosion and sediment control plan (could reference an existing plan with a comparison of proposed vs previously approved impervious surface for SWM). 3) Please provide a separate set of road plans for proposed public and private sections of Bent Creek Parkway. Please submit the subdivision plat application available here: < http:// www .albemarle.ora/upload/images /forms center /departments /Community Dev elopment /forms /applications / Subdivision_ Plat _Preliminary_ &_Checkli st.pdf> and include "PRIVATE STREET FEES" ($400 fee) for a review of proposed road plans. Please note: all streets and alleys proposed in the development area require curb and gutter, a planting strip, and sidewalks [14- 410.H]. 4) Prior to fmal site plan approval: • water protection ordinance — erosion and sediment control and stormwater management • subdivision - water and sewer and subdivision - road bonds must be calculated by the county (water and sewer bonds are calculated by ACSA) and paid by owner after receipt of a Bond Request Form from owner (could reference an existing SWM bond or county accepted SWM facility with a comparison of proposed vs previously approved impervious surface). ineering Review Comments Page 4 of 4 F. Plan Detail Information 1) Please propose a pavement design on typical sections for each public and private road proposed which supports proposed traffic loadings per 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia or equivalent. 2) Please include sidewalk and dumpster pad details meeting requirements per 14- 422 and Albemarle County Design Standards Manual. 3) Please provide typical retaining wall details referenced from the plan. A typical manufacturers drawing for segmental block walls, or VDOT reference, is acceptable, with any applicable safety hand rails or guardrail shown on the detail. 4) Please provide details for any pipes or drainage structures through or under walls, showing endwalls, casings, or structureal measures to bridge pipes or structures (e.g. proposed pipe shown crossing proposed wall on sheet 9C). G. Drainage Profiles 1) Please include drainage profiles for all proposed pipes and ditches. II. Drainage Computations 1) Please include drainage computations including for proposed trench drain outlet. Community Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these review comments. Please contact Michael Koslow at 434 - 296 -5832 ext. 3297 or email mkoslow @albemarle.org to schedule an appointment. • • 5.0 3 �j IIII I t, Pfr__vvi { 6(tC (vva , -LV c 4.1E 51-1‘ Ntttf 1 1-11 tt 04t. .; tt it 11 { ii I; ii i ; ;rl i11 af- 'IRG --N . COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 MEMORANDUM TO: MEMBERS, SITE REVIEW COMMITTEE: Joel DeNunzio VDOT (Charlottesville) Chuck Proctor — VDOT (Culpeper) William Craun ,., Health Dept. Alex Morrison — ACSA David Benish — Planning Jay Schlothauer — Inspections Andrew Slack — GIS Deloris Bradshaw Robbie Gilmer — Fire & Rescue Dan Mahon — Parks & Rec. Margaret Maliszewski ARB Glenn Brooks — Engineering FROM: Albemarle County Department of Community Development — Division of Planning DATE: March 29, 2013 RE: Site Review Committee Meeting — Thursday 10 a.m., Meeting Room #235, Second Floor, County Office Building Attached is the list of site plans and subdivisions to be reviewed based on the schedule below. Please review these plans and send your written comments to the applicable planner by the Monday preceding the Thursday meeting. The Submission and Review Schedule is: SITE REVIEW: April 18, 2013 REVISIONS: April 29, 2013 APPEAL: April 29, 2013 PLANNING COMMISSION: May 21, 2013 If you are unable to attend the meeting, please submit your comments so they will be available at the meeting. Cc: Architectural Review Board Mary Hughes Krystal Brinkley Melissa Spangler Jennifer Whitaker United States Postal Service Melvin Kosler Sandy VonThelen Sprint- Manager of Engineering Scott B. Peyton Ronnie Rutherford E -mail copy: Board of Supervisors Planning Commission Joe Letteri Dan Mahon David Benish Donna Shaunesey Ella Jordan Jack McClelland Jeff Werner Karla Bower Steve Blaine Melissa Wiley Mike Heckman Ron Higgins Sabrina Stanwood Steve Allshouse Wayne Cilimberg Tom Foley William D. Fritz Hearing Agenda Report April 18, 2013 Site Review Committee Meeting — April 18, 2013 Item Number: SP201300008 Project Lead Reviewer: Scott Clark Project Name: Cingular Wireless /Greenmont Farm PROPOSED: Special use permit request for a personal wireless service facility including a 129 - foot steel monopole (20 feet above the height of the reference tree) with two (2) flush -mount antennae, each consisting of three (3) panel antennas. The proposed ground equipment will be located on a 40X40 foot leased compound area. An 8' tall wooden privacy fence is also proposed to surround the base of the 40X40 compound. Access to the site is proposed through an access road off Route 627 (Fry's Path). ZONING CATEGORY /GENERAL USAGE: RA, Rural Areas- agricultural, forestal, and fishery uses; residential density (0.5 unit /acre in development lots) SECTION: 10.2.2.48 Tier III personal wireless facilities COMPREHENSIVE PLAN LAND USE /DENSITY: Rural Areas in Rural Area 4 - Preserve and protect agricultural, forestal, open space, and natural, historic and scenic resources/ density (.5 unit /acre in development lots) ENTRANCE CORRIDOR: NO HISTORIC DISTRICT: YES LOCATION: To the west of Fry's Path (Route 627), approximately one -half mile from the intersection with Scottsville Road (Route 20). TAX MAP /PARCEL: 11200 -00 -00 -01600 MAGISTERIAL DISTRICT: Scottsville Item Number: SP201300007 Project Lead Reviewer: Sarah Baldwin Project Name: Cingular Wireless /Pace Property Tier III Personal Wireless Service Facility PROPOSED: Request for installation of a 118 foot tall monopole with 3 antennas and associated ground equipment with fencing within a 1,600 sq. ft. leasing areas as well as construction of a new access road to the site. ZONING CATEGORY /GENERAL USAGE: RA, Rural Areas- agricultural, forestal, and fishery uses; residential density (0.5 unit /acre in development lots); EC Entrance Corridor — Overlay to protect properties of historic, architectural or cultural significance from visual impacts of development along routes of tourist access; FH Flood Hazard — Overlay to provide safety and protection from flooding. Southern Albemarle Rural Historic District; and Scenic By -ways Overlay. SECTION: 10.2.2.48 Tier III personal wireless facilities COMPREHENSIVE PLAN LAND USE /DENSITY: Rural Areas in Rural Area 2 - preserve and protect agricultural, forestal, open space, and natural, historic and scenic resources/ density (0.5 unit/ acre in development lots) ENTRANCE CORRIDOR: YES LOCATION: 3376 Stony Point Road TAX MAP /PARCEL: 04700 -00 -00 -03000 MAGISTERIAL DISTRICT: Rivanna Item Number: SUB201300043 Project Lead Reviewer: Christopher Perez Project Name: Briarwood Commercial Lot — Preliminary Subdivision Plat & Private Road Request PROPOSAL: Request for preliminary subdivision plat of five commercial lots and a private road request on 22.59 acres. ZONING CATEGORY /GENERAL USAGE: C -1 Commercial — retail sales and service; residential by special use permit (15 units/ acre) PROFFERS: no SECTION: Chapter 14 Subdivision of Land and 14- 233B1, Chapter 18 Section 22.2.1 of the Zoning Ordinance EXISTING COMPREHENSIVE PLAN LAND USE /DENSITY: Neighborhood Density - residential (3 -6 units /acre)- supporting uses such as religious institutions, schools, and other small -scale non - residential uses. Piney Mountain — Places 29. ENTRANCE CORRIDOR: Yes AIRPORT IMPACT AREA: Yes LOCATION: Vacant land on Route 29 N, flanked by Briarwood Drive TAX MAP /PARCEL: 032G0- 00- 00 -000B0 and 032G0- 00- 00 -000A0 MAGISTERIAL DISTRICT: Rio