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HomeMy WebLinkAboutSUB201300179 Application Road Plan and Comps. 2013-12-03 F. Albemarle Coin,,,,,,y Community Development Department 401 Mire Road Charlottesville,VA 22902-4596 Planning Application Voice:(434)296-5832 Fax:(434)972-4126 (PARCEL/ OWNER INFORMATION TMP 076M1-00-00-002A0 Owner(s): NEW ERA PROPERTIES LLC Application # SUB201300179 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 Entered By Todd Shifflett Application Type Subdivision Plat 12/03/2013 Project 'Fifth Street Station - Road Plans Received Date 11/26/13 Received Date Final Submittal Date 12/16/13 Total Fees 400 Closing File Date Submittal Date Final Total Paid 400 Revision Number Comments Legal Ad SUB APPLICATION(s) Type I Sub Applicati I Comment (APPLICANT/ CONTACT INFORMATION ContactType I Name I Address I CityState I Zip Phone ( PhoneCell Owner/Applicant ;NEW ERA PROPERTIES LLC :: . 1P 0 BOX',146 7;..'`..". ' ' CHARLOTTESVILL 122902' Primary Contact DANIEL R. HINES, P.E. 28 BLACKWELL PARK LANE, S WARRENTON,VA 20186 5403494500 Applicant DAN TUCKER, S.J. COLLINS ENTERPRISE 5B SOUTHWEST BROAD STRE FAIRBURN,GA 30213 7706928300 Signature of Contractor or Authorized Agent Date Page 1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No if Is this a revision or resubmission for review?Yes No ❑ County File Number:SUB2013-179 (to be provided by County for new applications) 8 Copies of the Plan to.be submitted and distributed by the County as follows: 2 Copies to County Engineering 1 Copy to Albemarle Fire and Rescue 1 Copy to Planning for Street Trees and other landscaping review 2 Copies to Albemarle County Service Authority 2 Copies to Virginia Department of Transportation Have you submitted plans separately to any agencies listed above?Yes 0 No El List Agencies: Project Name: 5th Street Station-Bent Creek Parkway Road Plan 0076M1-00-00-002A0;0076M1-00-00-002B0; Tax map and parcel: 0076M1-00-00-004A0;07700-00-00-011E0 zoning: PD-SC Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): Bent Creek Parkway Contact Person(Who should we call/write concerning this project?): Daniel R.Hines, P.E. Address 28 Blackwell Park Lane,Suite 201 City Warrenton State VA Zip 20186 Daytime Phone(540) 349-4500 E-mail dhinesCaabohlerena.com Owner of Record Avon Holdings, LLC Address,1209 North Orange Street City Wilmington State DE Zip 19801 Daytime Phone( ) E-mail clan.taylor@redliahtmanaaement.com Applicant(Who is the Contact person representing?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City.Warrenton State VA Zip 20186 Daytime Phone(540) 349-4500 E-mail dhinesc. bohlerena,com County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice:(434)296-5832 Fax: (434)972-4126 Page2 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Owner/Applicant Must Read and Sign The foregoing information is complete and correct to the best of my knowledge. I have read and understand the provisions of Chapter 14 Subdivision of Land of the Albemarle County Code,and the Design Manual, and am consenting to all correspondence from Albemarle County be in any of the following forms in writing; by first class mail,by personal delivery,by fax or,by email. 9,/5/15 Signature of Owner,Contract Purchase ,Agent Date Daniel R. Hines, P.E. (540) 349-4500 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# /Fee Amount S x Date Paid By who? Receipt# 0(tr Ck# b aW gO By: Page 3 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL FEES ROAD PLANS FOR PROPOSED SUBDIVISION *If public and private streets are proposed,pay the higher of the two fees(private street) 8 copies of the road plan are required for all submittals Public Street Fees Private Street Fees El For each review of a submitted plan,including re- ❑ Authorization of one or more private streets within views of revisions after plan approval=$250 a subdivision filed separately from a subdivision appli- cation=$670 0 For each review of a submitted plan,including re- views of revisions after plan approval =$400 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT ❑ Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 ❑ Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION FLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a preliminary plat and before approval of a final plat X830.00. Attach written justifica- tion AFTER FINAL PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a final plat=$830.00. Attach written justification SURETY/BONDING If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con- struction of any such street.These fees shall be paid prior to completion of all necessary inspections and shall be deemed a part of the cost of construction of the street for purposes of section 14.435(B). The bond process and forms can be found at the document center under bonds.After a plan is approved,a bond estimate request form must be submitted to the Community Development office with the required fee. The owner signatures will be verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro- vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process. Page COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST A road or street plan is an engineered construction plan for a public or private road or alley. It also contains necessary infrastructure for the road, like drainage inlets,pipes, ditches,culverts,residential and commercial entrances,slopes,retaining walls,signs,pavement markings and any other items necessary for the road. A road plan must be a stand-alone document,and titled as a road plan. A road plan is not a site plan,or a stormwater plan,or an erosion control plan. Please do not attach any other plans to the road plan. The exception is when the Albemarle County Service Authority has insisted in some cases that utility plans(water and sewer)be part of the mad plans,and this has been permitted. A road plan must contain a title sheet specifically for the road plan,a plan view of the road, a profile of the road,and specific and typical details for the road sections. Please also reference the Design Manual in addition to this checklist. Application information: o Completed application and fees.No review is provided without applications and fees.Plans containing both public and private roads should pay the higher fee for private roads. Er Copies of federal and state permits for any wetland or stream disturbance. (Army Corps,VDEQ, etc) [18-32.1.2, 14-311] ?rtEWovsty nousDEn Title information: irProject title.Titles should be appropriate.It should be a road or street plan,not a site plan, subdivision plan, or erosion control plan, etc. (VProfessional seal,with original signature and date. [18-32.6.1] 'Content: The road plan must contain,for each road/street/alley,at a minimum 1. a plan view,customarily at 1"=50' or better. 2. a profile view 3. a typical cross-section Plan View: [18-32.6.2, 14-304, Subdivision Ordinance Article N Division 2,VDOT SSAR] eAccurate current existing topography at the time of submittal,including all existing site features, and any recent disturbances,all at a legible scale. Date and source of the topographic information:All topography should be at least visually field verified by the designer within the last year (Aerial topography is often noticeably inaccurate. Disturbances sometimes take place subsequent to the flown date. This can be a particularly recurring problem where early or mass gradingplans have occurred previously. In these cases,the topography needs to be updated.) I!WPO buffer limits; 100' from stream or wetland bank,200' from reservoirs, or floodplain limit if &cater[17-600] IFloodplain limits,including 1 OOyr flood limits for any channel with a drainage area of 50+acres [18 -32.6.2d, 18-30.3] C9'-All existing easements(access,drainage,sight,sanitary easements,etc.)with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST All proposed streets included,with right-of-way and street names I� Stationing at 50' minimum on all proposed streets,on plan and profile V Street horizontal curve start point, end points and radii labeled,meeting standards ir(*CI Cul-de-sacs provided on all dead-end streets or alleys(see the Design Manual reference details) Er Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design Manual reference details) 4 D Roundabouts designed per VDOT and ASHTO guidelines t�1 Guardrail over any slope steeper than 3:1,wall,or drop-off greater than 4',with start and end sections labeled, and VDOT designations(GR-2,GR-2a,etc.) (see the VDOT Road Design Manual. Guardrail placement is complicated and subject to a lot of judgement and variation. This is a quick rule -of-thumb summary.) tit Pavement markings dimensioned and labeled [it Signs for traffic control shown and labeled: speed limit on all streets,stop signs at all intersections Street name signs at every intersection,typically placed opposite stop signs [should reference County Road Naming and Property Numbering Ordinance and Manual] [ 'Street tree locations,species and height or caliper(typically to be reviewed by Planning) Grading: 'Proposed topography at minimum 2' contour intervals—tied into existing contours, as well as all proposed site features. (Sites with less than 6' of grade change should consider using smaller contour intervals.) Proposed slopes are all 2:1 (horizontal:vertical)or flatter {Design Manual,section 8) it Proposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the p19n {Design Manual, Section 8} Ht/ Show existing critical (steep)slopes on plans (See County GIS,Steep Slope Overlay). Existing critical slopes are not disturbed,unless a waiver or exemption has been granted for the disturbance. 0/ Retaining walls should be accurately shown on plans,reflecting material thickness and batter where such measurements may affect layout. Retaining Wall Plans checklist. [(Any walls supporting roads or necessary infrastructure require engineered plans(not generic manufacturer's details)and computations. {Design Manual, section 8} This will also be required where walls are close to property lines and there is the danger of affecting neighboring property, either during construction,with later failures,or with pedestrian or vehicle safety. These concerns can be alleviate with layout spacing also. In any case,retaining walls will require building permits at construction. Required Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance,Article IV,Div.4] R'All proposed permanent easements,dimensioned and labeled Examples of easements are: • sidewalk easements for sidewalks to be maintained with streets outside right-of-way. It is preferable that sidewalk be inside street right-of-way. • drainage easements for any drainage passing through the site from off-site,or for drainage crossing proposed property lines. • stormwater management easements over all facilities and associated structures and access • interparcel access easements • intersection or entrance sight easements Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST gifAll drainage easements are a minimum 20'wide. Required width: 10'+(pipe dia.or channel width) +2'+2(depth-5'). The pipe, channel or structure must be within the center third of the easement. {Design Manual, section 6} INo structures or trees within drainage easements {Design Manual,section 6} Litabel drainage easements beyond public rights-of-way as `Private'. A deed of easement for the maintenance of these will be required for approval. Entrances and right-of-way improvements: [per VDOT Secondary Street Acceptance Requirements (S AR), and VDOT Road and Bridge Standards] Only approved entrances are shown. Placing entrances on road plans should not be a way of circumventing site plan review of entrance placement or number, or adequate review of traffic, spacing, turn lanes, etc. BrAll entrances have a VDOT designation[PE-1,CG-9a, etc). In the case of dense residential development,concrete entrance aprons are important to continue drainage on the street side,and to control fine grading of asphalt and sidewalks. Vommercial entrances do not exceed 4%grade for a distance of 40' from the intersected street, msu e, red anywhere in the entrance [18412.17] nobstructed sight distance lines at entrances,more than 10'x speed limit,plus next 5mph increment.For example: sight distance for 25mph design speed limit= 10'x 25+30=280'. See VD9T Road Design Manual,App B1, Sec. 3E G3/25'minimum radii on entrances(or per VDOT requirements,typically 25'-35')[per VDOT Access Management Regulations and Standards] 51-Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Profile View: (applicable only to road or street plans) GeSiationing at 50' minimum on all proposed streets,to match the plan view sheets LE' posed centerline txisting ground centerline(Historically,the existing centerline was field surveyed, but this is i , Wing much less with current aerial topography. This may be requested if inaccuracies are noted.) beled existing and proposed grade at each 50ft station point W ertical curves provided at all grade transitions vertical curve start,vertex and end points labeled D-Vertical curve length and K(or stopping sight distance)labeled at each vertex,meeting required design values percent grades labeled for all road segments,meeting design values(VDOT Road Design Manual, App.B) E4ural street intersections continue the-2%intersected cross grade for a minimum of 20' from the edge of pavement of the intersected street. A low point is provided off the intersected street for drainage. {policy, following VDOT practice} [WItreet grade is less than 4%for a minimum of 40' from the edge of pavement of the intersected street. (This grade can be within the first road curve which transitions from the 2%intersected cross grade) {policy, follows ord. for travelways 18-4.12} (Pipe and utility crossings shown and labeled(ACSA has minimum clearances) Pagel COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Cross drain locations shown and labeled with VDOT designations(CD-1,2)at every major cut and fill)ransition or sag curve LIE/The station of intersections are shown and labeled with the street names Ay/A❑ Grades are a maximum of 6%in turnarounds 4❑ Grades are a maximum of 4%through roundabouts D s and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) ypical sections for each street, street segment,or alley ypical sections for sidewalks and trails YAlbemarle County general construction notes for streets(reference) [11/Traffic generation and distribution summary(ADT's)with road networks fa avement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] pavement widths meeting design standards R4 ement crown at V4":1' slope le'P vement surface,base,and sub-base thicknesses and materials &urb and gutter where applicable with VDOT designation(CG-6),and stone base of 6"21-A or better(CG-2 also acceptable if a gutter is not needed for drainage) ❑ Shoulder at 1":1' slope or flatter and 4' or greater width for rural sections 61'1iaximum slopes of 2:1 or flatter with guardrail shown where applicable. Froposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the plan guardrail over all fill slopes and culverts,with 3' additional shoulder,using VDOT designations (GR-2, GR-2A,etc.) z :ight-of-way/easement width,centered on street,meeting design standards Sidewalk location and widths,minimum 5'width,4"concrete surface,4"21-A stone base with wire/ rebar reinforcement,with underdrains(UD-4,etc)per VDOT standards where applicable A'Sidewalks shall not be less than 4 inches thick,except when used in conjunction with roll top curb, in which case the thickness shall be 7 inches. See Section B(1)-4.G Curb and Gutter Designs,Figure 6- Det�il Back of Curbs in VDOT Road Design Manual nrPlanting strip if applicable,6' minimum width[14-422] PO Ditches dimensioned at 3:1 slope from shoulder, 1' depth min.,and 4'min.width from shoulder to ditch centerline,for rural sections 44❑ Alleys have 12'pavement width,with 14' wide stone base [14-410] ❑ Transitioning detail(20'minimum)for roll-top curbing in front of any inlets ❑ Typical sections for proposed channels with locations referenced from the plan view sheets ,sidewalk detail or specification to be a minimum 4"stone base and 4"concrete of 3000psi at 28 days,or stronger. [VDOT App.B. Subdivision Street Design Guide, and 14-422] FXFtetaining wall details referenced from plan, if detailed plans and comps were not required. This is only really applicable to standard VDOT gravity walls. Walls not affecting the road should not appear on road plans. ❑ Rural section ditches may not be deep enough for 15"diameter culverts within the ditchline if the ditches are only 1' deep. This usually involves moving the ditchline away from the road at driveway locations,which may not be possible in denser development. Ditch and driveway culvert plans will need to accommodate these situations. Page8 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Read and Sign In representing the above referenced firm submitting this road plan for approval,I hereby state that,to the best of my knowled -, e a t e o plan contains all information required by this checklist. 5 /34 Sign."re of person completing checklist Date "Xpplieation for Review of a Subdivision Plat 4R Project Name: Fifth Street Station 0076M1-00-00-002A0;0076M1-00-00-002B0; Tax map and parcel(s): 0076M1-00-00-004A0 Zoning: PD-SC Contact Person(Who should we call/write concerning this project?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA Zip 20186 Daytime Phone( 54Q 349-4500 Fax#( 549 349-0321 E-mail dhines@bohlereng.com Owner olRecord: New Era Properties, LLC Address PO Box 1467 City State state VA Zip 22902 Daytime Phone(434)245-4932 Fax#U4)245-4909 E-mail alan.taylortg7redlightmanagement.com Applicant(Who is the Contact person representing?): Dan Tucker, S.J. Collins Enterprises, LLC Address 5B Southwest Broad Street, Suite B City Fairburn State GA Zip 30213 Daytime Phone(770)692-8300 Fax#(770)692-8302 E-mail dan(c sjcollilnsent.com Does the owner of this property own(or have ownership interest in)any abutting property? If yes.please list those tax map and parcel munbers here Physical street address(if assigned): Location of property(landmarks,intersections,or other): Proposed Use(s)of property: Shopping center use with associated parking and infrastructure. Bent Creek Parkway is also proposed to serve the development and link 5th Street to Avon Street. Acreage Information: Total parcel acreage: 65.64 AC of new lots: Acreage in new lots: Acreage in open space: 17.5 AC Acreage in roads: 4.64 AC FOR OFFICE USE O\ Y /'' SUB# Fee Amount S "'�� Date Paid I �� I�By who'f J 061 i I t�.1 Receipt#CL-7:-1,452 C'k# 2"'16 By:1 a ►'tom ou t`-of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 3/1/13 Page 1 of 6 ■ Comments/Attachments: *40 rrr •r,r FEES ADMINISTRATIVE REVIEW** PLANNING COMMISSION REVIEW Preliminary Plat Preliminary Plat 17 copies ofplat are required for first submittal-8 copies required for a revision 1'copies ofplat are required for first submittal-8 copies required for a revision ❑ 1 to 9 lots =S1,150 ❑ 1 to 9 lots =$2,200 ❑ 10 to 19 lots =51,150 ❑ 10 to 19 lots =S2,200 ❑ 20 or more lots=51,150 ❑ 20 or more lots =S2,200 Final Plat Final Plat w/o an approved Final Plat Final Plat w/o an approved Preliminary Plat Preliminary Plat 17 copies ofplat are required for first 17 copies of plat are required for first 17 copies of plat are required for first 17 copies of plat are required for first submittal-8 copies required foe a revision submittal-8 copies required foe a revision submittal-8 copies required for a revision submittal-8 copies required for a revision ❑ 1 to 9 lots =S1,000 ❑ I to 9 lots =52.150 ❑ 1 10 9 lots =$2,100 ❑ 1 to 9 lots =54,300 ❑ 10 to 19 lots =S1,100 ❑ 10 to 19 lots =S2,250 ❑ 10 to 19 lots =$2,210 ❑ 10 to 19 lots =S4,410 ❑ 20 or more lots =S1,230 ❑ 20 or more lots =S2,380 ❑ 20 or more lots=S2,340 ❑ 20 or more lots=54,540 Final Plat Other matters subject to Planning Commission Review 5 copies ofplat are required for first submittal ❑ Waiver of any requirement of this chapter for which a waiver is authorized ❑ Two-lot subdivision as described in Section 14-232(B)(2)or if all lots front after approval of a preliminary plat and before approval of a final plat =5830 on an existing public street =5540 Attach written justification ❑ Resubdivision (Section 14-212.3) =S690 ❑ Waiver of any requirement of this chapter for which a waiver is authorized ❑ Condominium Plat =5100 after approval of a final plat =5830 Attach written justification ❑ Vacation (Section 14-212.2) =$150 ❑ Relief from plat conditions imposed by the commission prior to the date of adoption of this chapter =5390 Prior file Name/Number SUB- 0 Reinstatement of review of any application that the applicant has previously requested deferral=5520 Public Street Fees ►;1 Private Street Fees ❑ For each review of public street plans including revisions after preliminary ❑ Authorization of one or more private streets =5670 approval =S250 ril For each review of private street plans including revisions after ❑ Waiver of interconnection/extension requirement before prelim approval preliminary approval =S400 =5540 ❑ Waiver of one or more street standards before prelim approval =S540 ❑ Waiver of curb and gutter requirement before prelim approval =S540 Other matters subject to Administrative Review ❑ Extension of a plat approval=S120 Must be submitted at least five(5)days prior to expiration of plat ❑ Tier 2 Groundwater Review=S330(Required for all plats showing lots less than 21 acres) ❑ Tier 3 Groundwater Review=S510(Required for all plats showing lots where at least 3 lots are 5 acres or less) ❑ Tier 4 Groundwater Review=S1.100 Other matters subject to Board of Supervisors Review ❑ Appeal of a plat decision to the board of supervisors=5270 Prior file Name/Number ❑ Relief from conditions of approval modification or waiver of requirements=$425.00 Notices as required by sections 14-216 and 14-221 Preparing and mailing or delivering up to fifty(50)notices=5200.00 plus the actual cost of first class postage. Preparing and mailing or delivering,per notice more than fifty(50)=51.00 plus the actual cost of first class postage. **Note that if administrative review fee is paid and it is determined that the Planning Conurussion needs to review and take action on the application then the difference between the two fees must be collected. Owner/Applicant Must Read and Sign The plat application process includes providing the Planning Commission with all the information required in Chapter 14 Subdivision of Land of the Albemarle County Code. The foregoing information is complete and correct to the best of my knowledge. I have read and understand the provisions of Chapter 14 Subdivision of Land of the Albemarle County Code. IL(I l i3 - Signatur of ontract Purchaser,Agent Date -e he it S. al 115 770- Cry a - %3C0 Print Name Daytime phone number of Signatory 3/1/13 Page 2 of 6 Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No Is this a revision or resubmission for review? Yes PI No ❑ County File Number:SUB2013-179 (to be provided by County for new applications) 8 Copies of the Plan to be submitted and distributed by the County as follows: 2 Copies to County Engineering 1 Copy to Albemarle Fire and Rescue 1 Copy to Planning for Street Trees and other landscaping review 2 Copies to Albemarle County Service Authority 2 Copies to Virginia Department of Transportation Have you submitted plans separately to any agencies listed above? Yes 0 No i1 List Agencies: Project Name: 5th Street Station - Bent Creek Parkway Road Plan 0076M1-00-00-002A0;0076M1-00-00-002B0; Tax map and parcel: 0076M1-00-00-004A0;07700-00-00-011E0 Zoning: PD-SC Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): Bent Creek Parkway Contact Person(Who should we call/write concerning this project?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA Zip 20186 Daytime Phone(540 ) 349-4500 E-mail dhinesCa)bohlerena.com Owner of Record 5th Street Station Ventures, LLC Address 5 West Broad Street, Suite B City Fairburn State GA Zip 30213 Daytime Phone(770 ) 692-8300 E-mail steve@sicollinsent.com Applicant(Who is the Contact person representing?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA Zip 20186 Daytime Phone(540 ) 349-4500 E-mail dhinesabohlereno.com County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 Page1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No X Is this a revision or resubmission for review? Yes X No ❑ County File Number:SUB2013-179 (to be provided by County for new applications) 8 Copies of the Plan to be submitted and distributed by the County as follows: 2 Copies to County Engineering 1 Copy to Albemarle Fire and Rescue 1 Copy to Planning for Street Trees and other landscaping review 2 Copies to Albemarle County Service Authority 2 Copies to Virginia Department of Transportation Have you submitted plans separately to any agencies listed above? Yes ❑ No ❑ List Agencies: Project Name: 5th Street Station - Bent Creek Parkway Road Plan 0076M1-00-00-002A0;0076M1-00-00-002B0; Tax map and parcel: 0076M1-00-00-004A0;07700-00-00-011E0 Zoning: PD-SC Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): Bent Creek Parkway Contact Person(Who should we call/write concerning this project?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA Zip 20186 Daytime Phone(540 ) 349-4500 E-mail dhinest7a bohlereno.com Owner of Record Avon Holdings, LLC Address 1209 North Orange Street City Wilmington State DE Zip 19801 Daytime Phone( ) E-mail alan.taylorOredlightmanagement.com Applicant(Who is the Contact person representing?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA Zip 20186 Daytime Phone(540 ) 349-4500 E-mail dhinesObohlerena.com County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 Page2 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Owner/Applicant Must Read and Sign The foregoing information is complete and correct to the best of my knowledge. I have read and understand the provisions of Chapter 14 Subdivision of Land of the Albemarle County Code, and the Design Manual, and am consenting to all correspondence from Albemarle County be in any of the following forms in writing;by first class mail,}personal delivery,by fax or,by email. 3/2 7/5 Signature of Owner,Contract Purchaser,Agent Date Daniel R. Hines, P.E. (540) 349-4500 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ 40 0•CO Date Paid 3 '7 `gohler ime�ing By who? Y A- IN 0. Receipt# q Q 2`t 41 CIO 60 22-62 ( By: Page3 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL FEES ROAD PLANS FOR PROPOSED SUBDIVISION *If public and private streets are proposed,pay the higher of the two fees(private street) 8 copies of the road plan are required for all submittals Public Street Fees Private Street Fees 0 For each review of a submitted plan,including re- ❑ Authorization of one or more private streets within views of revisions after plan approval=$250 a subdivision filed separately from a subdivision appli- cation=$670 0 For each review of a submitted plan,including re- views of revisions after plan approval =$400 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT ❑ Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 ❑ Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a preliminary plat and before approval of a final plat=$830.00. Attach written justifica- tion AFTER FINAL PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a final plat=$830.00. Attach written justification SURETY/BONDING If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con- struction of any such street. These fees shall be paid prior to completion of all necessary inspections and shall be deemed a part of the cost of construction of the street for purposes of section 14-435(B). The bond process and forms can be found at the document center under bonds.After a plan is approved,a bond estimate request form must be submitted to the Community Development office with the required fee. The owner signatures will be verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro- vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process. Page4 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST A road or street plan is an engineered construction plan for a public or private road or alley. It also contains necessary infrastructure for the road, like drainage inlets,pipes, ditches, culverts,residential and commercial entrances, slopes, retaining walls, signs,pavement markings and any other items necessary for the road. A road plan must be a stand-alone document, and titled as a road plan. A road plan is not a site plan, or a stormwater plan, or an erosion control plan. Please do not attach any other plans to the road plan. The exception is when the Albemarle County Service Authority has insisted in some cases that utility plans (water and sewer)be part of the road plans, and this has been permitted. A road plan must contain a title sheet specifically for the road plan, a plan view of the road, a profile of the road, and specific and typical details for the road sections. Please also reference the Design Manual in addition to this checklist. Application information: C Completed application and fees. No review is provided without applications and fees. Plans containing both public and private roads should pay the higher fee for private roads. P'Copies of federal and state permits for any wetland or stream disturbance. (Army Corps,VDEQ, etc) [18-32.1.2, 14-311] ?REUtovscy ?Routcry Title information: VProject title. Titles should be appropriate. It should be a road or street plan, not a site plan, subdivision plan, or erosion control plan, etc. ['Professional seal,with original signature and date. [ I 8-32.6.1 "Content: The road plan must contain, for each road/street/alley, at a minimum 1. a plan view, customarily at 1"=50' or better. 2. a profile view 3. a typical cross-section Plan View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR] F(Accurate current existing topography at the time of submittal, including all existing site features, and any recent disturbances, all at a legible scale. f,'`Date and source of the topographic information: All topography should be at least visually field verified by the designer within the last year {Aerial topography is often noticeably inaccurate. Disturbances sometimes take place subsequent to the flown date. This can be a particularly recurring problem where early or mass grading plans have occurred previously. In these cases,the topography needs to be updated.} I'WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if gr ter [17-600] 1 "Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18 -32.6.2d, 18-30.3] C'(All existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST lr All proposed streets included,with right-of-way and street names d Stationing at 50' minimum on all proposed streets, on plan and profile V Street horizontal curve start point, end points and radii labeled, meeting standards p/A❑ Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) C'Street edge of pavement or curb radii labeled at all intersections and turnarounds (see the Design Manual reference details) 4❑ Roundabouts designed per VDOT and ASHTO guidelines +L' Guardrail over any slope steeper than 3:1, wall, or drop-off greater than 4', with start and end sections labeled, and VDOT designations (GR-2, GR-2a, etc.) (see the VDOT Road Design Manual. Guardrail placement is complicated and subject to a lot of judgement and variation. This is a quick rule -of-thumb summary.) IV Pavement markings dimensioned and labeled • Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections Street name signs at every intersection, typically placed opposite stop signs [should reference County Road Naming and Property Numbering Ordinance and Manual] V Street tree locations, species and height or caliper(typically to be reviewed by Planning) Grading: I Proposed topography at minimum 2' contour intervals—tied into existing contours, as well as all proposed site features. (Sites with less than 6' of grade change should consider using smaller contour intervals.) I✓r Proposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8} I1 Proposed slopes steeper than 3:1 have low maintenance (not grass)ground cover specified on the plan {Design Manual, Section 8} 7/Show existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing critical slopes are not disturbed, unless a waiver or exemption has been granted for the disturbance. Retaining walls should be accurately shown on plans,reflecting material thickness and batter where such measurements may affect layout. Retaining Wall Plans checklist. VAny walls supporting roads or necessary infrastructure require engineered plans (not generic manufacturer's details) and computations. {Design Manual, section 81 This will also be required where walls are close to property lines and there is the danger of affecting neighboring property, either during construction,with later failures, or with pedestrian or vehicle safety. These concerns can be alleviate with layout spacing also. In any case, retaining walls will require building permits at construction. Required Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance, Article IV, Div. 4] [e'All proposed permanent easements, dimensioned and labeled Examples of easements are: • sidewalk easements for sidewalks to be maintained with streets outside right-of-way. It is preferable that sidewalk be inside street right-of-way. • drainage easements for any drainage passing through the site from off-site, or for drainage crossing proposed property lines. • stormwater management easements over all facilities and associated structures and access • interparcel access easements • intersection or entrance sight easements Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST C'All drainage easements are a minimum 20' wide. Required width: 10'+(pipe dia. or channel width) +2'+2(depth-5'). The pipe, channel or structure must be within the center third of the easement. {Design Manual, section 6} CNo structures or trees within drainage easements {Design Manual, section 6} @ftabel drainage easements beyond public rights-of-way as `Private'. A deed of easement for the maintenance of these will be required for approval. Entrances and right-of-way improvements: [per VDOT Secondary Street Acceptance Requirements (SAAR), and VDOT Road and Bridge Standards] It'Only approved entrances are shown. Placing entrances on road plans should not be a way of circumventing site plan review of entrance placement or number, or adequate review of traffic, spacing, turn lanes, etc. VAll entrances have a VDOT designation [PE-1, CG-9a, etc). In the case of dense residential development, concrete entrance aprons are important to continue drainage on the street side, and to control fine grading of asphalt and sidewalks. V ommercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, mesured anywhere in the entrance [18-4.12.17] I 'Unobstructed sight distance lines at entrances, more than 10' x speed limit, plus next 5mph increment. For example: sight distance for 25mph design speed limit= 10' x 25 + 30=280'. See VD9T Road Design Manual, App B1, Sec. 3E 1 5' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] l urn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Profile View: (applicable only to road or street plans) F 'Stationing at 50' minimum on all proposed streets, to match the plan view sheets �roposed centerline 114(isting ground centerline (Historically,the existing centerline was field surveyed, but this is happening much less with current aerial topography. This may be requested if inaccuracies are noted.) Labeled existing and proposed grade at each 50ft station point N'Vertical curves provided at all grade transitions Vertical curve start,vertex and end points labeled ILVertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required design values Y-Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) k- ural street intersections continue the -2%intersected cross grade for a minimum of 20' from the edge of pavement of the intersected street. A low point is provided off the intersected street for drainage. {policy, following VDOT practice} [?treet grade is less than 4% for a minimum of 40' from the edge of pavement of the intersected street. (This grade can be within the first road curve which transitions from the 2% intersected cross grade) {policy, follows ord. for travelways 18-4.12} r(Pipe and utility crossings shown and labeled(ACSA has minimum clearances) Page7 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and fill 'ansition or sag curve tv'the station of intersections are shown and labeled with the street names ly/A❑ Grades are a maximum of 6% in turnarounds pikt❑ Grades are a maximum of 4%through roundabouts Dejails and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) ETypical sections for each street, street segment, or alley ypical sections for sidewalks and trails GYAlbemarle County general construction notes for streets (reference) [/1 raffic generation and distribution summary(ADT's)with road networks V avement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] 'avement widths meeting design standards vement crown at 1/4":1' slope 'vement surface,base, and sub-base thicknesses and materials urb and gutter where applicable with VDOT designation (CG-6), and stone base of 6" 21-A or better(CG-2 also acceptable if a gutter is not needed for drainage) A❑ Shoulder at 1":l' slope or flatter and 4' or greater width for rural sections Maximum slopes of 2:1 or flatter with guardrail shown where applicable. kroposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the plan /Guardrail over all fill slopes and culverts, with 3' additional shoulder,using VDOT designations (GR-2, GR-2A, etc.) ight-of-way/easement width, centered on street, meeting design standards V Sidewalk location and widths, minimum 5' width, 4"concrete surface, 4" 21-A stone base with wire/ rebar reinforcement,with underdrains (UD-4, etc)per VDOT standards where applicable £Sidewalks shall not be less than 4 inches thick, except when used in conjunction with roll top curb, in which case the thickness shall be 7 inches. See Section B(1)-4.G Curb and Gutter Designs,Figure 6- Detail Back of Curbs in VDOT Road Design Manual ''Planting strip if applicable, 6' minimum width [14-422] /A❑ Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections ,rya❑ Alleys have 12' pavement width,with 14' wide stone base [14-410] (A❑ Transitioning detail (20' minimum) for roll-top curbing in front of any inlets (A❑ Typical sections for proposed channels with locations referenced from the plan view sheets Sidewalk detail or specification to be a minimum 4" stone base and 4"concrete of 3000psi at 28 days, or stronger. [VDOT App. B, Subdivision Street Design Guide, and 14-422] £Retaining wall details referenced from plan, if detailed plans and comps were not required. This is only really applicable to standard VDOT gravity walls. Walls not affecting the road should not appear on road plans. N/A❑ Rural section ditches may not be deep enough for 15"diameter culverts within the ditchline if the ditches are only 1' deep. This usually involves moving the ditchline away from the road at driveway locations,which may not be possible in denser development. Ditch and driveway culvert plans will need to accommodate these situations. Page8 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Read and Sign In representing the above referenced firm submitting this road plan for approval,I hereby state that,to the best of my know :.± ,th ttached roa lan contains all information required by this checklist. 327 /5 ‘nature o erson completing checklist Dat -a Application for I..:G , Review of a Subdivision Plat ! Project Name: Fifth Street Station 0076M1-00-00-002A0;00781A1-00-00.002130; Tax map and parcel(s): 0076M1-o0-oo.004A0 Zoning: PD-SC Contact Person(Who should we call/write concerning this project?): Daniel R. Hines, P.E. Address 28 Blackwell Park Lane, Suite 201 City Warrenton Slate VA Zip 20186 Daytime Phone( 54Q 349-4500 Fax#( 545)349-0321 E-mail dhines@bohlereng.com Owner of Record: New Era Properties, LLC Address PO Box 1467 City Charlottesville state VA Zip 22902 Daytime Phone(434)245-4932 Fax#(434)245-4909 E-mail alan_taylor(giredlightmanagement.cQm Applicant(Who is the Contact person representing?): Dan Tucker, S.J. Collins Enterprises, LLC Address 5B Southwest Broad Street, Suite B City Fairburn State GA Zip 30213 Daytime Phone(770)692-8300 Fax#(770)692-8302 E-mail dannsjcollilnsent.com Does the owner of this property own(or have ownership interest in)any abutting property? If yes,please list those tax map and parcel numbers here Physical street address(if assigned): Location of property(landmarks,intersections,or other): Proposed Use(s)of property: Shopping center use with associated parking and infrastructure. Bent Creek Parkway is also proposed to serve the development and link 5th Street to Avon Street. Acreage Information: Total parcel acreage: 65.64 AC #of new lots: Acreage in new lots: Acreage in open space: 17.5 AC Acreage in roads: 4.64 AC FOR OFFICE USE ONLY S(:B N .-C 1'i -171 (/51 r �j Fee Amount S 4/00 Date Paid ej/26/ By who? Receipt# I, Ck# U 1.57Ry: le 73 OeN County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 3/1/13 Page 1 of 6 4 W 1 t c.tc-4-i'uA ('e u>J 5124/ L 1Ma Comments/Attachments:, FEES ADMINISTRATIVE REVIEW** PLANNING COMMISSION REVIEW Preliminary Plat Preliminary Plat 17 copies ofplat are required for first submittal-8 copies required for a revision 1'copies ofplat are required for first submittal-8 copies required for a revision ❑ 1 to 9 lots =S1,150 ❑ 1 to 9 lots =S2,200 ❑ 10 to 19 lots =S1,150 ❑ 10 to 19 lots =S2,200 ❑ 20 or more lots—S1,150 ❑ 20 or more lots =S2,200 Final Plat Final Plat w/o an approved Final Plat Final Plat w/o au approved Preliminary Plat Preliminary Plat 17 copies ofplat are required for fur 17 copies ofplat are required for first 17 copies of pint are required for first 17 copies submittal-8 copies required for a mision submittal-8 copies required fore revision submittal-8 copies required for a revision submittal-8 opis required for a a revision ❑ Ito 9 lots =51,000 ❑ Ito 9 lots =S2,150 ❑ 1 to 9 lots =S2,100 ❑ Ito 9 lots =S4,300 ❑ 10 to 19 lots =S1,100 ❑ 10 to 19 lots =52,250 ❑ 10 to 19 lots =S2,210 ❑ 10 to 19 lots =S4,410 ❑ 20 or more lots =S1,230 ❑ 20 or more lots -S2,380 ❑ 20 or snore lots=S2,340 ❑ 20 or more lots=S4,540 Final Plat Other snarlers subject to Planning Commission Review 3 copies ofplat are required for first submittal ❑ Waiver of any requirement of this chapter for which a waiver is authorized ❑ Two-lot subdivision as described in Section 14-232(B)(2)or if all lots front after approval of a preliminary plat and before approval of a final plat =S830 on an existing public street =S540 Attach written justification ❑ Resubdisisiou (Section 14-2123) =5690 ❑ Waiver of any requirement of this chapter for which a waiver is authorized ❑ Condominium Plat =S100 after approval of a final pint =S830 Attach written justification ❑ Vacation (Section 14-212.2) m S150 ❑ Relief from plat conditions imposed by the commission prior to the(late of adoption of this chapter =5390 Prior file Name/Number SUB- 0 Reiustatement of review of any application that the applicant has previously requested deferral=S520 al Public Street Fees 20 Private Street Fees ❑ For each review of public street plans including revisions after preliminary ❑ Authorization of one or more private streets =S670 approval =S250 14 For each review of private street plans including revisions after ❑ Waiver of interconnection/extension requirement before prelim approval preliminary approval =S400 =S540 ❑ Waiver of one or more street standards before prelim approval =S540 ❑ Waiver of curb and gutter requirement before pt-cilm approval =S540 Other matters subject to Administrative Review ❑ Extension of a plat approval=5120 Must be submitted at least five(5)days prior to expiration of plat ❑ Tier 2 Groundwater Review=S330(Required for all plats showing lots less than 21 acres) ❑ Tier 3 Groundwater Review=5510(Required for all plats showing lots where at least 3 lots are 5 acres or less) ❑ Tier 4 Groundwater Review=51,100 Other matters subject to Board of Supervisors Review ❑ Appeal of a plat decision to the board of supervisors=S270 Prior ale Name/Number ❑ Relief from conditions of approval:modification or waiver of requirements=S425.00 Notices as required by sections 14-216 and 14-221 Preparing and mailing or delivering up to fifty(50)notices=S200.00 plus the actual cost of first class postage. Preparing and mailing or delivering,per notice more than fifty(50)=51.00 pins the actual cost of first class postage. Note that if administrative review fee is paid and it is detenuined that the Planning Connnission needs to review and take action on the application then the difference between the two fees must be collected. Owner/Applicant Must Read and Sign The plat application process includes providing the Planning Conunission with all the information required in Chapter 14 Subdivision of Land of the Albemarle County Code. The foregoing information is complete and colrect to the best of my knowledge. I have read and understand the provisions of Chapter 14 Subdivision of Land of the Albemarle County Code. Siguatttr ofOwuel, ontract Purchaser.Agent Date tit 1 —� 4ephen �. CO 0:(nom ' 170- ( - c6 3C0 Print Name Daytime piton number of Signatory 3/1/13 Page 2 of 6