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HomeMy WebLinkAboutSUB201500020 Application Road Plan and Comps. 2015-02-18 Community Development Department Albemarle Couni-v 401 t‘ 'tire re Road Charlottesville.VA 22902-4596 Now a: (434)296-5832 Fax: (434)972-4126 Noige '11k-1:77.z.0 Planning Application PARCEL/ OWNER INFORMATION 'MP 055E0-D1-00-000AI Owner(s): MARCH MOUNTAIN PROPERTIES LIC Application# 5UB201500020 PROPERTY INFORMATION Legal Description IOU)TRAIL PARENT TRACT Magisterial Dist, White Hall .- Land Use Primary Commercial _ Zi Current...FD Not in A/F District ■ Current Zoning Primary Rural Areas APPLICATION INFORMATION Street Address 5496 GOLF DR CROZET, 22932 Entered By . . _. _ Emily Lantz E Application Type Subdivision Plat ■ [2/18/2015 Project Old Trail Village Block 12 Phase 2 - Road Plans Received Date 02/10/15 Received Date Final Submittal Date 02/23/15 Total Fees 400 Closing File Date Submittal Date Final Total Paid 400 Revision Number Comments A Legal Ad ISUB APPLICATION(s) Type Sub Applicatio I Comment New Private Use Road Plan : 02/23/15 • APPLICANT /CONTACT INFORMATION ContactType Name Address I CityState I Zip I Phone I PhoneCell I 0,.ortriApplitart MARCH MOUNTAIN PROPERTIES LLC 1005 HEATHERCROFT CR CROZET VA 22932 , . P nmary Ccrtszt CHRIS MULLIGAN i 914 MONTICELLO RD CHARLOTTESVILL 22902 ' 4349770205 Signature of Contractor or Authorized Agent Date • Pagel COUNTY OF ALBEMARLE APPLICATION FOR A SUBDIVISION PLAT Project Name: ( I d Ira t l l U a t: Stock_ (2 phase a Tax map and parcel: 6-5'e -01 - Al Zoning: ZM H — o q - 2 y Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): triter—Seal Del of et l en Va(le9 ID?)y e, and Oki Trail Ditve- of attrt \LaAte Drive, tunci Cturery ortt Lisle Contact Person(Who should we call/write concerning this project?): cVl rt5 MLt(I i J( n Address '14 M b nti c e t l C City Chuw(o--t*S V t i ke State \it9 Zip 229 b Z Daytime Phone(43y) 977- C'ZoS E-mail C,Mc,tlIt3CLI1 �� (uUd&hUS11- cciv1 Owner of Record N/((r,y(,11 MOLAyttaA Ptrtppe-r-}1 es t-L.C. Sat+e. WC) Address (()DS Rect+iercrof C rae,City (la) Ze State V ri Zip Z29 3 2- Daytime Phone(70z) J - gDSse, E-mail dive `�' 0 ICI tr l ViR9e• C0111 Applicant(Who is the Contact person representing?): Dave 3 roc. v V -Jl t e i00 Address 1005 IA-ec>r+hN re rr t irct l City LYU Le. t State V Zip 02-c-13 Z Daytime Phone(70Z) el 05 — 9GE3S E-mail Cave Q1 t-rat ( vii(al Cor'V1 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): County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 w ' Page2 COUNTY OF ALBEMARLE APPLICATION FOR A SUBDIVISION PLAT 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. II I 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. ❑ I am not consenting to all correspondence from Albemarle County in the form of fax or email. Signature of Owner, Contract Purchaser,Agent Date D 4314 - G177 - 0Z05 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# j (� ('� p Fee Amount S ��� Date Paid ''1 b' ,� By who. �f- \ �.�in�JJ Receipt# `�I l� Ck# /1Y 2. By: r'AAV f6�, e5 ,\.Vb M - Page3 COUNTY OF ALBEMARLE APPLICATION FOR A SUBDIVISION PLAT FEES Preliminary Plat Reviewed in Accord with 14-206 16 copies of plat are required for first submittal-8 copies required for a revision ❑ I to 9 lots =$1,150 ❑ 10 to 19 lots =$1,150 ❑ 20 or more lots=$1,150 Final Plat Reviewed in Accord with 14-206(SEE CHECKLIST FOR SECTION 14-206) 16 copies of plat are required for first submittal-8 copies required for a revision ❑ 1 to 9 lots =$1,000 ❑ 10 to 19 lots =$1,100 ❑ 20 or more lots =$1,230 Final Plat Reviewed in Accord with 14-207(SEE CHECKLIST FOR SECTION 14-207) 5 copies of plat are required for first submittal ❑ Two-lot subdivision as described in Section 14-232(B)(2)or if all lots front on an existing public street =$540 ❑ Subdivisions following final site plan approval=$690 ❑ Vacation (Section 14-212.2) =$150 Other matters subject to Review ❑ Waiver of any requirement of this chapter for which a waiver is authorized after approval of a preliminary plat and before approval of a final plat =$830 Attach written justification ❑ Waiver of any requirement of this chapter for which a waiver is authorized after approval of a final plat =$830 Attach written justifica- tion ❑ Relief from plat conditions imposed by the commission prior to the date of adoption of this chapter =$390 Prior file Name/Number SUB- ❑ Variation to or exception from any requirement of this chapter for which a variation or exception is authorized after approval of a prelimi- nary plat and before approval of a final plat=$830.00. ❑ Variation to or exception from any requirement of this chapter for which a variation or exception is authorized after approval of a final plat=$830.00. Public Street Fees Private Street Fees ❑ For each review of public street plans including revisions after ❑ Authorization of one or more private streets filed separately preliminary approval =$250 from a subdivision application._$670 ❑ Waiver of interconnection/extension requirement before prelimi- 07 For each review of private street plans including revisions after nary approval =$540 preliminary approval =$400 ❑ Variation to or exception of one or more street standards before preliminary approval =$540 ❑ Variation to or exception of curb and gutter requirement before preliminary approval =$540 Groundwater Review Fees ❑ Tier 2 Groundwater Review=$330(Required for all plats proposing lots less than 21 acres) ❑ Tier 3 Groundwater Review=$510(Required for all plats proposing lots where at least 3 lots are 5 acres or less) ❑ Tier 4 Groundwater Review=$1,100 Notices as required by sections 14-216 and 14-221 Preparing and mailing or delivering up to fifty(50)notices=$200.00 plus the actual cost of first class postage. Preparing and mailing or delivering,per notice more than fifty(50)=$1.00 plus the actual cost of first class postage fire r..r' Page1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes No it Is this a revision or resubmission for review? Yes — No it County File Number: S U B 2015 U 001 0 (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: 0(d Ira(I Vitt ay B 10 c,(d- 12 phase 2 //}} Tax map and parcel: 55—e" — 6 I — I Zoning: ZM Iq —' U y — C)2 y Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): In—ft'.,rs tior) t" C(en Va 11a Drive uric 0(dt Tra t D►oye i 1 vsed i of i ci V,--- (t Drive and Cia-rer icn-e Cane Contact Person(Who should we call/write concerning this project?): ChM s Mu 1 I i a.n Address q(y N1 iii eel(o 12d. City Chartcue.Sv i(le State \j f Zip 22902 Daytime Phone(q3q) q77- 0205 E-mail C-MUI1130n e rOUdetioclsh, Cav1-) Owner of Record March M o u vi-Gt ri Proper-ti es Li- 5LAi+t (C Address 100 5 1-(eco-frieroruce eirdsCity Crozet State Viq Zip 00932_ Daytime Phone(7O2) (3E55" — 9 0 ge E-mail t ave. G o(cttra 1 I VI 11 c c ,. cow) Applicant(Who is the Contact person representing?): ►)ave giro c1wrtCurl Address 1005 N ec fact c CTCIuCity Croz-e-t State V14 Zip 22`f 32- SLti+e. 1w Daytime Phone(70Z) 9g5 - 10ee E-mail d CIA}e 0(d`trai( vI 1 I C,tG3-e. Corn County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 NOW? N r/ 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. T 2 - ZS- (6 Signature of Owner,Contract Purchaser,Agent Date 12ctie.<< % Dc i 5 L13L1 - 977 - ZOS- Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ Date Paid By who? Receipt# CI4 By: Nor ■lare 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 ❑ 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 RI 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 SURETYBONDING 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: V 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. Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Title information: i/ Project 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. [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 IV Division 2,VDOT SSAR] I Accurate current existing topography at the time of submittal, including all existing site features, and any recent disturbances, all at a legible scale. d 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.} WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if greater [17-600] -32.6.2d, 18-30.3] V All existing easements (access, drainage, sight, sanitary easements, etc.)with deed book references, locations and dimensions. Pages COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST '1 All proposed streets included, with right-of-way and street names Stationing at 50' minimum on all proposed streets, on plan and profile Street horizontal curve start point, end points and radii labeled, meeting standards Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) 'V Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design Manual reference details) Roundabouts designed per VDOT and ASHTO guidelines ' 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.) Pavement markings dimensioned and labeled si 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.) V Proposed slopes are all 2:1 (horizontal:vertical)or flatter {Design Manual,section 8} Proposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the plan {Design Manual, Section 8} V 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. 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] V 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 Neel 'woe Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST +2'+2(depth-5'). The pipe, channel or structure must be within the center third of the easement. {Design Manual, section 6} I No structures or trees within drainage easements {Design Manual, section 6} Label 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 (SSAR), and VDOT Road and Bridge Standards] V 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. All 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. Commercial entrances do not exceed 4%grade for a distance of 40' from the intersected street, measured 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 VDOT Road Design Manual, App B 1, Sec. 3E V 25' minimum radii on entrances(or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] widths) Profile View: (applicable only to road or street plans) V Stationing at 50' minimum on all proposed streets,to match the plan view sheets V Proposed centerline Existing 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.) V Labeled existing and proposed grade at each 50ft station point V Vertical curves provided at all grade transitions J Vertical curve start, vertex and end points labeled V Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required design values App. B) V Rural 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} V Street 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} V Pipe and utility crossings shown and labeled (ACSA has minimum clearances) Nitre 'Nue 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 transition or sag curve V The station of intersections are shown and labeled with the street names Grades are a maximum of 6%in turnarounds Grades are a maximum of 4%through roundabouts Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) J Typical sections for each street,street segment,or alley Typical sections for sidewalks and trails J Albemarle County general construction notes for streets(reference) J Traffic generation and distribution summary(ADT's)with road networks V Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] V Pavement widths meeting design standards V Pavement crown at 1/4":1' slope V Pavement surface, base,and sub-base thicknesses and materials Curb 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) V Shoulder at 1":1' slope or flatter and 4' or greater width for rural sections ✓ Maximum slopes of 2:1 or flatter with guardrail shown where applicable. ' Proposed 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.) ✓ Right-of-way/easement width, centered on street, meeting design standards J 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 V Planting strip if applicable, 6' minimum width [14-422] ditch centerline, for rural sections Alleys have 12' pavement width,with 14' wide stone base [14-410] it 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] 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 knowledge,the attached road plan contains all information required by this checklist. Signature of erson completing checklist Date Nyme Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes No I Is this a revision or resubmission for review? Yes ✓No 5�i3aot�-ac) County File Number: 7 (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: (5 i dL 1 t 1 Wale.ale. B i o GtG 12 Phase 2 Tax map and parcel: 5E- - 01 - f3 1 J Zoning: ZM 19 - O Z q Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): 3 n+e rst',L'f1 a:'1 UP I t?rl V/cut l D(i ye CLeld C)ic� Trail Dr. jin+ersec--i-ovl o-E Cahn 11att.9 7trvt. ct.rlc1 Claret-m-re LO-oe Contact Person (Who should we call/write concerning this project?): Lti ri 5 Mu Hi t San Address qN Monti ccttc 1?d. City(: &+SV,IIa-State VO Zip 2Z9(7� Daytime Phone(1134) Cj 7 7 - 02Gj E-mail CMU 111 gcu, ro td cap Corli Owner of Record M(VC-ii M nu nil Proper-1i e'S 1_L Address 1005 H ea-th ercroce City C rc ? State VA Zip Z Z 9 3 Z Glrcte eu11--e. tGG Daytime Phone(70•) 985 --c/098 E-mail G ckVeCi: OIC yal1 V,i(acje, COVY1 Applicant(Who is the Contact person representing?): Dave g rockrn ct4—i Address 4)05- l-t emir ercrc,ct City Giro + State \f,F{ Zip 22 32 Girt ire., sot e✓ (GC. Daytime Phone(-702) 9 8r - 9088 E-mail cl aye L CJ G fi Gli 1 it l (( 0.0 C; CCounty 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. Li - (6 - I5- Signature of Owner,Contract Purchaser,Agent Date 12a.( zi9►/, Davis /43g - 977- 0205 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB##(j /j!� Fee Amount$ `'IC�CDCO Date Paid '1 ''y�L-tt) By who?IZE)alla l l 3 Receipt# ` 114(JV Ck# LOtO Z 1 I t.4._u By: Noire ,.r✓ 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 ❑ 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 Cl1 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 SURETYBONDING 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. Pagel 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: (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: Old Tra i I \ I age. 131 0ck. I Z P h as e 2 <3 Tax map and parcel: 65-8- r 0 I - Zoning: ZM O - C)ZL{ Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): - $ecAlo n C \f attet,1 Dnve and (Rd -TYatI Drive.; .Sii4ers.c-t-iort aF GIe4 vGt t.e9 'P rive- and Qarenio✓tf (-A.r Contact Person(Who should we call/write concerning this project?): air(irl S Mu I(I 9 e Address (l(y MQVtti Le 0 led. City ChC rlo% SV I I te.State \i-fl Zip 2290 Z Daytime Phone(1514) q77- 0205 E-mail GMuNI' a1f l C rot,td0lt065h. COv%1 Owner of Record may-(,v, M©uvittii Propel<-h es L(--C +e- Wo Address 1005 Fl e ct-tii ercrt>ct (Arc-UT-City (;i('l)Z(?-b State v E Zip Z2-9 3 2- Daytime Phone(762) 'ig5 -" gOS8 E-mail daVe G old-tact Vi 1l(U9e • Cowl Applicant(Who is the Contact person representing?): I)Ol V e -j iro G (GYY1(,t f'I Sitta-e- too Address 1005 ft eatiti ercra-r CwrdszCity CIS State 1 Vr Zip ZZ9"3 Z. Daytime Phone(701) Sea 9088 E-mail d aye G C3(ct-'ra.t I vi I tct9 - „ co IM County of Albemarle Department of Community Development 401 Mclntire 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. -" Co — Z3 - 15 Signature of Owner,Contract Purchaser, Agent Date etsk Davis LI3L4 (977- x205 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount Sao.W Date Paid r _ By who?N ran�' Q� ' . Receipt# OM( Ck# taWS By: )i 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 For each review of a submitted plan,including re- I; 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 V 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. ''ousige 'woe 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: ✓ 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. Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Title information: ✓Project 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. [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 IV Division 2, VDOT SSAR] J Accurate current existing topography at the time of submittal, including all existing site features, and any recent disturbances, all at a legible scale. J 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.} ✓ WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if greater [17-600] -32.6.2d, 18-30.3] I All existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Pages COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST ✓ All proposed streets included, with right-of-way and street names ✓ Stationing at 50' minimum on all proposed streets, on plan and profile ✓ Street horizontal curve start point, end points and radii labeled, meeting standards Cul-de-sacs provided on all deal-end streets or al I eys(see the Design Manual reference details) N/A ✓ Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design Manual reference details) Roundabouts designed per VDOT and ASHTO guidelines NIA 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.) NJ/iq Pavement markings dimensioned and labeled N/11 ✓ 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.) V Proposed slopes are all 2:1 (horizontal:vertical)or flatter ;Design Manual, section 8} ✓ Proposed slopes steeper than 3:1 have low maintenance (not grass)ground cover specified on the plan {Design Manual, Section 8} ✓ 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. ✓ Any walls supporting roads or necessary infrastructure require engineered plans(not generic manufacturer's details) and computations. {Design Manual, section 8} Thiswill 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] ✓ 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. nd drainage easements for any drainage passing through the site from off-site, or for drainage crossing proposed property lines. L✓ stormwater management easements over all facilities and associated structures and access J interparcel access easements intersection or entrance sight easements v✓ Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST +2'+2(depth-5'). The pipe, channel or structure must be within the center third of the easement. {Design Manual, section 6} No structures or trees within drainage easements {Design Manual, section 61 ✓ Label 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 (SSAR), and VDOT Road and Bridge Standards] V 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. V All 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. Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, measured anywhere in the entrance [18-4.12.17] 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 VDOT Road Design Manual, App B 1, Sec. 3E V 25' minimum radii on entrances(or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] widths) Profile View: (applicable only to road or street plans) V Stationing at 50' minimum on all proposed streets, to match the plan view sheets V Proposed centerline ✓ Existing 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.) I Labeled existing and proposed grade at each 5011 station point V Vertical curves provided at all grade transitions Vertical curve start, vertex and end points labeled V Vertical curve length and K (or stopping sight distance) labeled at each vertex, meeting required design values App. B) V Rural 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} V Street 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} V 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 transition or sag curve ✓The station of intersections are shown and labeled with the street names ✓ Grades are a maximum of 6% in turnarounds Grades are a maximum of 4% through roundabouts N/p Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) ✓ Typical sections for each street, street segment, or alley ✓Typical sections for sidewalks and trails ✓ Albemarle County general construction notes for streets(reference) ✓Traffic generation and distribution summary(ADT's)with road networks ✓ Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] ✓ Pavement widths meeting design standards ✓Pavement crown at 1/4":1' slope ✓ Pavement surface, base, and sub-base thicknesses and materials ✓ Curb 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 ✓ Maximum slopes of 2:1 or flatter with guardrail shown where applicable. ✓ Proposed 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.) N/A ✓ Right-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 ✓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 J Planting strip if applicable, 6' minimum width [14-422] ditch centerline, for rural sections ✓ 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 I 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 of3000psi at 28 days, or stronger. [VDOT App. B, Subdivision Street Design Guide, and 14-422] 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 ditch)ine 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 knowledge,the attached road plan contains all information required by this checklist. efrkall DOA%k- Co— 23 - I G" Signature of peAon completing checklist Date