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HomeMy WebLinkAboutSUB201500069 Application Road Plan and Comps. 2015-09-08 Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ Ngo 15' Is this a revision or resubmission for review? Yes No ❑ County File Number: S(J3 L 1 5- 000(.0c1 (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: N LLG1Q K Tax map and parcel: (01 — 1,240 Zoning: Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): OLIO WOO. K vt iW EEI 'REV 11t (f1bN LANI Zr A1N'r'REE 9R1v6 Contact Person(Who should we call/write concerning this project?): J UST I N 51-1 1 Ni Address 2O1 E NAlnl STI SUITE M City ckiikn0rt-E5vluz State IIA Zip 22.802 Daytime Phone(43L ) 221 -514 0 E-mail 3us.in °e shim p-'nq flee ring. corn Owner of Record N 1 LLTO 1n ?A R-1 N EARS l LLC... `! Address O. C)X (JiL,(c City LNkRI..ci'rESvtut„E State VA Zip 2d2902 Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): "E17 'P 1'RT --PEN E Lp Ffil ENT5 Address 1.0. 'O% Coy 5 City c o-r-T v i LtL- State \J1.. Zip 22,9 0�. Daytime Phone( ) E-mail •\e55 @G�t t rte.a�!co m County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 Paget 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. Signature of Owner, Contract Purchaser,Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE 1O_NLY SUB# o'1,O 1 - 601 Fee 11 Fee Amount$ a S-0 -a Date Paid I—3 -I� By who? 1-1�t 1 i TU f Pclefnirs Receipt# 1 i7 3 1 Ck# b . L. C. � By: Pg' 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- U 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 ❑ 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 U 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: P1 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] Tiile information: 'Project title. Titles should be appropriate. It should be a road or street plan, not a site plan, su ivision plan, or erosion control plan, etc. elofessional 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 Pl .d View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR] Accurate current existing topography at the time of submittal, including all existing site features, and an/recent disturbances, all at a legible scale. Q 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 greater [17-600] NFloodplain limits, including 100yr flood limits for any channel with a drainage area of 50+ acres [18 -36.2d, 18-30.3] ✓C7 A11 existing easements (access, drainage, sight, sanitary easements, etc.)with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST 'Q 11 proposed streets included, with right-of-way and street names EStationing at 50' minimum on all proposed streets, on plan and profile treet horizontal curve start point, end points and radii labeled, meeting standards mf f ul-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) 1A,[ Roundabouts designed per VDOT and ASHTO guidelines tJ p 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- umb summary.) vement markings dimensioned and labeled VFre) s 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 Cgktfity Road Naming and Property Numbering Ordinance and Manual] of Street tree locations, species and height or caliper(typically to be reviewed by Planning) Gr ing: irf 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 int als.) oposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8} P Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the plea'{Design Manual, Section 8} K Show existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing crijkal slopes are not disturbed, unless a waiver or exemption has been granted for the disturbance. re Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. Rgt1ining Wall Plans checklist. Zi 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. R(uired Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance, Article IV, Div. 4] d 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 Page 6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST e )6,11 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 7 easement. {Design Manual, section 6} 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. Entra ces and right-of-way improvements: [per VDOT Secondary Street Acceptance Requirements (S R), 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, to 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 1(co rol fine grading of asphalt and sidewalks. Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, Alred anywhere in the entrance [18-4.12.17] 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 V9OT Road Design Manual, App B1, Sec. 3E 25' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] tyl[ Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Prsfile View: (applicable only to road or street plans) tationing at 50' minimum on all proposed streets,to match the plan view sheets iti proposed centerline E 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.) C3' beled existing and proposed grade at each 50ft station point rtical curves provided at all grade transitions PI Vertical curve start, vertex and end points labeled C'Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required des* values Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) 40tRural 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} 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 gra e) {policy, follows ord. for travelways 18-4.12} Pipe and utility crossings shown and labeled(ACSA has minimum clearances) Page7 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST liet'Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and ftll transition or sag curve e station of intersections are shown and labeled with the street names Grades are a maximum of 6% in turnarounds AIIiii Grades are a maximum of 4%through roundabouts De ils and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) tB;/T,ypical sections for each street, street segment, or alley 4ical sections for sidewalks and trails 1 emarle County general construction notes for streets (reference) ■')`affic 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] 'avement widths meeting design standards ffeyAvement crown at 1/4":1'TT,avement surface, base, and sub-base thicknesses and materials V"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 AN Maximum slopes of 2:1 or flatter with guardrail shown where applicable. Q'Proposed slopes steeper than 3:1 have low maintenance (not grass)ground cover specified on the plan AN Guardrail over all fill slopes and culverts, with 3' additional shoulder,using VDOT designations (Gy,-2, GR-2A, etc.) 'ght-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/ rebbr reinforcement, with underdrains (UD-4, etc)per VDOT standards where applicable O'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- Deil Back of Curbs in VDOT Road Design Manual ['Planting strip if applicable, 6' minimum width [14-422] NIS Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections {C Alleys have 12' pavement width, with 14' wide stone base [14-410] N ti Transitioning detail (20' minimum) for roll-top curbing in front of any inlets ical 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. AI ix 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 owledge,theattachedroad plan contains all information required by this checklist. a�C ` % 11111-06 ture of person c' ,p etin ch. klist Dat I P g Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No Q'. Is this a revision or resubmission for review? Yes C7 No ❑ County File Number: 50'6 '1©15—G«)(p° (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 l� List Agencies: Project Name: tAILI-laftOK Tax map and parcel: W 1— 1 2L.V Zoning: P9‘,"" . Physical Street Address(if assigned): k(0950 a'gjro©k. Location of property(landmarks,intersections,or other): 1- 5%V Of OL'P Ty-Rook Ty I EE11 1 1-rREE I `�1�'D 'RE'91N( Tor! Lr4 Contact Person(Who should we call/write concerning this project?):J Uc1 11.1 SA WA? Address '91 E to ktnl ST 51-E IA City c totikwrirsvii 1 r State V k Zip T240 2 Daytime Phone Y (434) 22-1. 5140 E-mail,vs*t,n g11'n-c1p-etuci.ntednt\5.crrm Owner of Record \\LL'TO'P \�6-NE'RS1 LLC. Address'.0. PIC (p j City CANILLcsf—v t LLE State 'h- Zip ZZ*V.. Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): eR,e9 epr- VCVEL_P' M[— 5 Address 1 O. 3c City al kiktpervexi%ILE State VA Zip 225ton, Daytime Phone( ) E-mail 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 corr-:.. .•nce from Albemarle County be in any of the following forms in writing; by first class mail, by pe :. - .: ery,by fax or, by email. Abil° � ' /2 /s Signature of 0 er, Contract Purchas ,AgentDate v. ;vni� cl3ti-22'1- 1YO Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# acts- 6q Fee Amount$ t40 0- 00 Date Paid -1'o-4-1 S By who? `rit Receipt# I 0 0 7 S° Ck# l o a ( By: J1 - CLC� 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- catyio =$670 IFor each review of a submittedlan includingre- views views of revisions after plan approval =$400 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT U 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 U 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 U 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: F' 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. 11pii Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Ti information: L'Project title. Titles should be appropriate. It should be a road or street plan, not a site plan, su ivision plan, or erosion control plan, etc. F,6fessional 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 Pla rView: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR] Accurate current existing topography at the time of submittal, including all existing site features, and anecent 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 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] alpp Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18 -4.6.2d, 18-30.3] All existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST /I1 roposed streets included with right-of-way and street n mes Stationing at 50' minimum on all proposed streets, on plan and profile NAlt',8'treet horizontal curve start point, end points and radii labeled, meeting standards mf Kul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) Vi Street edge of pavement or curb radii labeled at all intersections and turnarounds (see the Design Manual reference details) AW Roundabouts designed per VDOT and ASHTO guidelines NAK 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. Guar rail placement is complicated and subject to a lot of judgement and variation. This is a quick rule -o umb summary.) ement markings dimensioned and labeled igns 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] 2 Street tree locations, species and height or caliper(typically to be reviewed by Planning) Gr'ling: 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 mt als.) posed 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 7 pla Design Manual, Section 8} Sh existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing crit' al 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. .14 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. R uired 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. • 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 41 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} o 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 7 maintenance of these will be required for approval. Ent nces and right-of-way improvements: [per VDOT Secondary Street Acceptance Requirements ( AR), and VDOT Road and Bridge Standards] Only approved entrances are shown. Placing entrances on road plans should not be a way of circu enting site plan review of entrance placement or number, or adequate review of traffic, spacing, tur anes, 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. AO Co mercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, m-. ured 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 VT Road Design Manual, App B1, Sec. 3E dd 25' minimum radii on entrances (or per VDOT requirements,typically 25'-35') [per VDOT Access 1VI agement Regulations and Standards] Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pr i1e View: (applicable only to road or street plans) ationing at 50' minimum on all proposed streets, to match the plan view sheets oposed centerline Exis 'ng ground centerline (Historically,the existing centerline was field surveyed, but this is h)4/1 a ening much less with current aerial topography. This may be requested if inaccuracies are noted.) led existing and proposed grade at each 50ft station point ertical curves provided at all grade transitions V.A.ical curve start, vertex and end points labeled P'Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required desi values ercent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, Apy(B) VRural 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) Ctreet 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 gr de) {policy, follows ord. for travelways 18-4.12) Pipe and utility crossings shown and labeled (ACSA has minimum clearances) Page7 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST X drain locations shown and labeled with VDOT designations CD-1 2 at everymajor cut and l ( � ) fill ansition or sag curve station of intersections are shown and labeled with the street names 12.1.{ grddes are a maximum of 6% in turnarounds Grades are a maximum of 4%through roundabouts Delaiis and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) -•ical sections for each street, street segment, or alley ! .' •' al sections for sidewalks and trails u ; emarle County general construction notes for streets (reference) c raffic generation and distribution summary(ADT's)with road networks Pa -ment designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Seo ► . Roads in Virg inia] g '.vement widths meeting design standards g Pavement crown at 1/4":1' slope Wpdvement 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 1Maximum slopes of 2:1 or flatter with guardrail shown where applicable. 1 v*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 (G�2, GR-2A, etc.) ��' 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/ reb 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- Depit Back of Curbs in VDOT Road Design Manual Planting strip if applicable, 6' minimum width [14-422] 1.1) 1 Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to 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 'Typical sections for proposed channels with locations referenced from the plan view sheets CVSidewalk 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. �, Rural section ditches may not be deep enough for 15"diameter culverts within the ditchline if the itches 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 read plan contains all information required by this checklist. ature of person com eting c cklist DateM Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yeso Is this a revision or resubmission for review? Yes tNo iJ County File Number: 5Ut 2015 000(p (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 ►1lo u List Agencies: ACs Project Name: L L'Fj'R,OO K Tax map and parcel: (p' — 210 Zoning: �-- ;l. Physical Street Address(if assigned): I(Q S 1 0142 13R00 K 'RQ A17 Location of property(landmarks,intersections,or other): OLD is RooK 'Rom?, $ET W e EM WTr°N LAME ANS R&ll NITRE E "MIvlc Contact Person(Who should we call/write concerning this project?): J us-r- I N 5H 11417 Address 261 E MAIN S-i- STE City n1kRt.C:rriE5wLL.E State VA Zip 2,2.90`1, Daytime Phone(4-34) 22,'I - 511-16 E-mail 305ttn °e gimp-engineer it13. corn Owner of Record W 1 u W 121163T N ER:5r LLC.. Address V.0. ix (D4 5 City LH ARI.aTTESv t L LE State \I A Zip 22.q 0 Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): Rev 17 ii' rIVEvEucreM E:1-1T5 Address '9.0. 13 0X (045 City cAm.t.oTTESvt LLEState VA Zip 22i Daytime Phone( ) E-mail 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. Signature of Owner, Contract Purchaser,Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$00.(r)Rot Date Paid Lep — — By who? nrn � p + ��e, Receipt# � ff Ccid, oBy: MI 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 U 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 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 U 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 U 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: Q'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. 011.IJ Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Ti information: LkiProject title. Titles should be appropriate. It should be a road or street plan, not a site plan, sub ivision 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] Accurate current existing topography at the time of submittal, including all existing site features, and any recent disturbances, all at a legible scale. mate 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] N�D�I Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18 -32,,6.2d, 18-30.3] L All existing easements(access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE / ROAD PLAN CHECKLIST sll proposed streets included, with right-of-way and street names tationing at 50' minimum on all proposed streets, on plan and profile AfL Street horizontal curve start point, end points and radii labeled, meeting standards L!"Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) 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 TOE 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.) M'yavement markings dimensioned and YAigns 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 Coyrhty Road Naming and Property Numbering Ordinance and Manual] V Street tree locations, species and height or caliper(typically to be reviewed by Planning) Gr ing: L 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 int als.) 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 plain-{Design Manual, Section 8} V Sh w existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing cri ' al 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. taWIJ 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. Re wired 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. • 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 7All drainage easements are a minimum 20' wide. Required width: 10'+(pipe dia. or channel width) �ip + 2'+2(depth-5'). The pipe, channel or structure must be within the center third of the easement. {Design Manual, section 6} o 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 (SAAR), 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, Wry 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 co trol fine grading of asphalt and sidewalks. iii Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, meesured 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 VD,OT Road Design Manual,App B1, Sec. 3E 25' minimum radii on entrances (or per VDOT requirements,typically 25'-35') [per VDOT Access M lagement Regulations and Standards] i(Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pr ile View: (applicable only to road or street plans) ,Sstationing at 50' minimum on all proposed streets, to match the plan view sheets ( roposed 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 abeled existing and proposed grade at each 50ft station point [ ertical curves provided at all grade transitions e'yrtical curve start,vertex and end points labeled ((Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required des*values VPercent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) kI 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 dr 'nage. {policy, following VDOT practice • } Of 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 gr e) {policy, follows ord. for travelways 18-4.12} Pipe and utility crossings shown and labeled (ACSA has minimum clearances) Pagel COUNTY OF ALBEMARLE 4ross ROAD PLAN CHECKLIST drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and filJtransition 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 Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) ical sections for each street, street segment, or alley 1YPical sections for sidewalks and trails IV' bemarle County general construction notes for streets Vyraffic generation and distribution summary(ADT's) with road networks L Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Se96ndary Roads in Virginia] avement widths meeting design standards LPa�vement crown at 1/4":1' slope vement surface,base, and sub-base thicknesses and materials [;YCurb 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) tOc1 oulder at 1":1' slope or flatter and 4' or greater width for rural sections aximum slopes of 2:1 or flatter with guardrail shown where applicable. fe Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the plan ttlk Guardrail over all fill slopes and culverts, with 3' additional shoulder, using VDOT designations (G -2, GR-2A, etc.) Vight-of-way/easement width, centered on street, meeting design standards E 'Sidewalk location and widths, minimum 5' width, 4"concrete surface, 4" 21-A stone base with wire/ rebs'reinforcement, with underdrains (UD-4, etc) per VDOT standards where applicable L 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- Dail Back of Curbs in VDOT Road Design Manual Planting strip if applicable, 6' minimum width [14-422] Atk Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to sciitch centerline, for rural sections IA Alleys have 12' pavement width, with 14' wide stone base [14-410] yransitioning detail (20' minimum) for roll-top curbing in front of any inlets I� p iopd cntiond from the plan view sheets Si walk cal sectidetail ns orfor speciprofiosecationhanto beels a minwithimum locass 4" tonereferencebase and 4"concrete of 3000psi at 28 da , 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. tkk 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. ' r 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 owledge, the attached road plan contains all information required by this checklist. • Signature of person mpletin ecklist Dat • S4✓ v�rr • Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No V Is this a revision or resubmission for review? Yes Li No V, Is 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: N 1'I b 160 k Tax map and parcel: (p( — 1 ,Z�Q Zoning: "R. Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): 01d, 'Brook 'ped., be-Lug toil ed;l nstot Ln ' 0,;l,ntrre_e Contact Person(Who should we call/write concerning this project?): Lauren C'tj ICU Address 20 i E Mcuri 1 5 eMcity f.h -i{{z,v;Ile State VA, Zip J22j 2. Daytime Phone(434) 2V7-5140 X LI E-mail p 541 mp_e 4nte,rt ng. corn Owner of Record 141 l ltop 'Part-rex-5i L LC J Address '?.o. ' ox (0145 City Cti4rletteSv;Ile_ State VJ Zip 'Z m Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): fReA. 'V r k. "Pev(e,b prn elft-S Address 17.0. 'E7O)C &y 5" City (k&rlotte5vi 1, State V A Zip /.1.9 Daytime Phone( ) E-mail County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 * qo.,r **Ps., 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 corr- ..ndence from Albemarle County be in any of the following forms in writing; by first class mail,by p r very,by fax or,by email. AIIIIIII, _ �{ 2 S Signature of• . er,Contract Purchas r,Agen Date 'Sv4iv, 434- 22'7 -s1 t/6 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLSUB# Fee Amount$ XDate Paid ` '.I' By who? N X11 rtnecs Receipt# q 1 v Cid/ 101g B • . y' 'rrr✓ 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- cationio =$670 Od 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 U Variation to or exception from street interconnection requirements=$540 U 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. Sisti NIS Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No f, Is this a revision or resubmission for review? Yes LI No C✓ 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: N i 11 b 030 k Tax map and parcel: (11 - I al/ Zoning: R9•.. Physical Street Address(if assigned): je-1 Location of property(landmarks,intersections,or other): CIA, l3rook 12\8,_ j- WP I ►'\era;ing on 1,ri .. "R&:mtre.e Dr. Contact Person(Who should we call/write concerning this project?): L.Q,ikrem Gi Irk,( Address 20 ► E Mein Sti 5 e city (,har iott&.sv i I le. State VA Zip 22910 2 Daytime Phone(434) 22-1-5140 x u E-mail Io,w-eft p 5h'1 mp-cr ►ne C-�113. corn Owner of Record 111 I Itap ' cirtne_rr, LLC Address 'P.O. 'eidX (01-15 City r:i\yr to esv;Ile_ State V I Zip Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): Tv_31, 'Vt r-1 17e v(e Ippm e At-s Address ic).o. '3p$C 045 City (harlottr vi►k State VA Zip Z IO2 Daytime Phone( ) E-mail County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 tet. SAO? '40000 Paget 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 con- ..ndence from Albemarle County be in any of the following forms in writing;by first class mail,by rvery,by fax or,by email. 2 Signature of• • er,Contract Purchas r,Agen Date 22'7 -slt/6 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUBy # Fee Amount$ W Date Paid `•,S' By who? KLl1iop �'11Q1'S Receipt# q 1 W 1 c. Dig By: ti • Y time "two? 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 io 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. COUNTY OF ALBEMARLE Departmethfte Community Development SS REVISED APPLICATION SUBMITTAL This form must be returned with your revisions to ensure proper tracking and distribution County staff has indicated below what they think will be required as a resubmission of revisions. If you need to submit additional information please explairon this form for the benefit of the intake staff. All plans must be collated and folded to fit into legal size files, in order to be accepted for submittal. TO: Zi '�- gaY DATE: O 4 - 2.0 - 15' PROJECT NAME: 14;Ubroo\(--. .S .);"v St 0•A - & P tov eD ` f Submittal Type Requiring Revisions()indicates Submittal Cade County Project Number # Copies Erosion&Sediment Control Plan(E&S) Mitigation Plan (MP) Waiver Request(WR) Stormwater Management Plan (SWMP) Road Plan (RP) $u R? Zo l 0 0010 1 Private Road Request,with private/public comparison(PRR) Private Road Request—Development Area(PRR-DA) Preliminary Site Plan (PSP) Final Site Plan (or amendment)(FSP) Final Plat(FP) Preliminary Plat(PP) Easement Plat(EP) Boundary Adjustment Plat(BAP) Rezoning Plan(REZ) Special Use Permit Concept Plan (SRCP) Reduced Concept Plan (R-CP) Proffers (P) Bond Estimate Request(BER) Draft Groundwater Management Plan (DGWMP) Final Groundwater Management Plan(FGWMP) Aquifer Testing Work Plan (ATWP) Groundwater Assessment Report(GWAR) Architectural Review Board (ARB) Other: Please explain For staff use only) Submittal # Distribute To: Submittal # Distribute To: Code Copies Code Copies Unassigned(in County Project Column)—Intake to assign a new Application Number /�/ ( /^ Community Development Department '�� 1"1I Ill I I 4 401 t 'reRoadCharlottesville,4%22902-4596 :(434)296-5832 Fax:(434)972-4126 ,.,_ 41 Planning Application PARCEL/ OWNER INFORMATION TMP 06100-00-00-12600 Owner(s): HILLTOP PARTNERS LLC Application# SLI13201500069 PROPERTY INFORMATION Legal Description I ACREAGE Magisterial Dist, Rio + Land Use Primary Residential Single—family(incl. modular home 71 Current AFD Not in A/F District !; Current Zoning Primary C R2 Residential APPLICATION INFORMATION Street Address Entered By anielle Roth 10 Application Type Subdivision Plat 4 2015__ Project Hill Brook- Road Plans Received Date 04/06/15 Received Date Final Submittal Date 04/06/15 Total Fees 670 Closing File Date Submittal Date Final Total Paid 670 Revision Number Comments Legal Ad SUB APPLICATION(s) Type I SubAPF4Ra#43 Comment Pie.Pt.114+ e APPLICANT /CONTACT INFORMATION ContactType Name Addresscase by e j fi ir0P-etAltrs 11C; 609'E �STREET � i o1T' 4 122902 . ... ....:.: da..a...._...... ;�.._.:..� W......_a: ....Kan:. »e-,.,.....;.,�.�.......«. ._e_.,.:. `... ..........: .�...._, Frinsry Cvnta.t LAUREN GILROY 201 E MAIN ST,STEM CHARLOTTE5ViLL 22902 4342275140 Signature of Contractor or Authorized Agent Date • Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes No Ej Is this a revision or resubmission for review? Yes ❑ No l/ 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: NIL LTYPSOO K Tax map and parcel: (pi — 1'�(p Zoning: N Physical Street Address(if assigned): N`14 Location of property(landmarks,intersections,or other): CCP SRO()K 'Rv, 'B£1TaJEN qEv 1N ertI N LN AN lP 'RA intrREE Contact Person(Who should we call/write concerning this project?): 1_4(A Address 7,ol E /1 f' u.1 STS STE ti City cl}Ap.JJsTTE5v1LLC- State VA Zip 2...16:2 Daytime Phone(L i4) 22,E- 514 0 x q E-mail (al.c.rerl @ ah;ay)_ 9. ram Owner of Record (A I LLTO l? '1'A'RTN ERS' LLC Address P.O. 'BO X COLI City (1 'ii►YT'tES v i LLE State VA Zip 225 6 a. Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): J?E P I7rR T- 'EV E L.Mi M L NT LCL Address -?.(5. 'pO)( (p45 City rp RLcrri'irSv I LLE State VA Zip 22. O 1 Daytime Phone( ) E-mail County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 '*4111001 *trod Paget 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 correspo a ence from Albemarle County be in any of the following forms in writing;by first class mail,by perso .��� ; ,by fax or,by email. v61,, Signature of Owne , ontract Purchase Agen Date tin t i YV1 M — S)(40 Print Name Daytime phone number of Signatory FOR OFFICE' USE ONLY SUB# FeeAmount$1,7 ii 7 0.0 v Date Paid 9/6 K ( By who? 1 14'07 oki- v /5,LL)Receipt# !S w 0 Com )a) y By: '`.l 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 ❑ 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 U Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 U Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION PLAT APPROVAL U 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 U 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. '%rrg/ *01•0/ 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. Yplication 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, s9bdivision 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✓plan view, customarily at 1"=50' or better. 2. profile view 3. typical cross-section Plan View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR] L1 Accurate current existing topography at the time of submittal, including all existing site features, and Y recent disturbances, all at a legible scale. 44 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] ❑ Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18 -3Y6.2d, 18-30.3] Ig All existing easements(access, drainage, sight, sanitary easements, etc.)with deed book references, locations and dimensions. Ivilar, Nisi, Page5 COUNTY OF ALBEMARLE / ROAD PLAN CHECKLIST ©/All proposed streets included,with right-of-way and street names Q Stationing at 50' minimum on all proposed streets, on plan and profile 40/Street horizontal curve start point, end points and radii labeled, meeting standards V,Cul-de-sacs provided on all dead-end streets or alleys(see the Design Manual reference details) �,d' Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design Manual reference details) 0 U Roundabouts designed per VDOT and ASHTO guidelines Ali❑ 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. /id placement is complicated and subject to a lot of judgement and variation. This is a quick rule -thumb summary.) Pavement markings dimensioned and labeled el/Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections Cl' Street name signs at every intersection,typically placed opposite stop signs [should reference Cptinty Road Naming and Property Numbering Ordinance and Manual] 14 Street tree locations, species and height or caliper(typically to be reviewed by Planning) Gr ding: ILI 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 int rvals.) V/Proposed slopes are all 2:1 (horizontal:vertical)or flatter {Design Manual, section 8} PJ Proposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the pl {Design Manual, Section 8} RI 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. f❑ Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. Retaining Wall Plans checklist. 40 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. quired Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance,Article IV, Div. 4] All proposed permanent easements, dimensioned and labeled kcamples 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 bilp • interparcel access easements • intersection or entrance sight easements Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST 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) IVO structures or trees within drainage easements {Design Manual, section 6) abel 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 (WAR), 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, to lanes, etc. VAR 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 coi(trol fine grading of asphalt and sidewalks. K Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, mssured 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 VOT Road Design Manual, App Bl, Sec. 3E 5' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] 4C] Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Prpfile View: (applicable only to road or street plans) ,Stationing at 50' minimum on all proposed streets,to match the plan view sheets pf roposed 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.) !Vabeled existing and proposed grade at each 50ft station point Jyertical curves provided at all grade transitions VJ ertical curve start,vertex and end points labeled Vertical curve length and K(or stopping sight distance) labeled at each vertex,meeting required desk' n values V Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) 00 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 gr de) {policy, follows ord. for travelways 18-4.12) Pipe and utility crossings shown and labeled(ACSA has minimum clearances) Nteri, *aid Page7 COUNTY OF ALBEMARLE /Cross ROAD PLAN CHECKLIST drain locations shown and labeled with VDOT designations(CD-1,2)at every major cut and fill ransition or sag curve tUille station of intersections are shown and labeled with the street names lArades are a maximum of 6% in turnarounds ❑ Grades are a maximum of 4%through roundabouts lytails and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) Z/Typical sections for each street, street segment, or alley 44/Typical sections for sidewalks and trails g Albemarle County general construction notes for streets(reference) g/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] 0/Pavement widths meeting design standards ityavement crown at 1/4":1' slope 'avement surface,base, and sub-base thicknesses and materials R 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) AtU)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 VProposed 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 (G 2, GR-2A, etc.) l/�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/ rear reinforcement, with underdrains(UD-4, etc)per VDOT standards where applicable V 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- De it Back of Curbs in VDOT Road Design Manual lanting strip if applicable, 6' minimum width [14-422] A'L1 Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections N4PE 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 VI 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. t.A*I 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. g ature of person co pleting ecklist Dat *tool '4400 pF 11-i 2r��lis�! IL s: COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 December 22, 2014 Justin Shimp, P.E. 201 E. Main Street,Suite M Charlottesville,VA 22902 RE:SUB201400176 Hilltop—Preliminary Subdivision Plat Mr.Shimp: The Agent for the Board of Supervisors hereby grants administrative approval to the above referenced subdivision plat. This approval shall be valid for a period of five(5)years from the date of this letter, provided that the developer submits a final subdivision plat for all or a portion of the site within one (1)year after the date of this letter as provided in 14-226 of the Subdivision Ordinance of the County Code, and thereafter diligently pursues approval of the final subdivision plat. An Erosion and Sediment Control Permit may be issued after the following approvals are received: 1. Approval an Erosion and Sediment Control Plan meeting the requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of a Stormwater Management Plan meeting the requirements of Chapter 17 of the Code. 3. Approval of all easements for facilities for stormwater management and drainage control. 4. Approval of a mitigation plan for the disturbance of Water Protection Ordinance buffers, if necessary. 5. Submittal of a tree conservation checklist. The final subdivision plat will not be considered to have been officially submitted until the following items are received: 1. A final subdivision plat that satisfies all of the requirements of 14-226 of the Subdivision Ordinance. 2. A fee of$1,230. Please submit eight(8)copies of the subdivision plat to the Community Development Department.The assigned Lead Reviewer will then distribute the plans to all reviewing agencies.Once you receive the first set of comments on the final subdivision plat,please work with each reviewer individually to satisfy their requirements. The final subdivision plat will not be approved until the following conditions are met: 1 The Department of Community Development shall not accept submittal of the final subdivision plat for signature until tentative approvals for the following conditions have been obtained: Planning Division Approval of(3 copies): „r A plat meeting all the requirements for final subdivision plats per the subdivision ordinance. 2. [14-302(A)3] Existing or platted streets. Clarify the existing public right-of-way line and the 30' prescriptive easement line. The right-of-way line looks much like other lines on the plan, so it is difficult to tell which lines depict r/w. Is the prescriptive easement only along the subject parcel? Why is it shown over the existing public right-of-way? 3. [14-302(A)4&5] Private&public easements. Verify that the location and dimensions of all eY existing and proposed private and public easements are shown. Existing easements should be labeled with the appropriate DB and PG reference. Proposed easements should be labeled with 0 the intended holder. The plan proposes both sewer and storm on private lots; these utilities will a Xj require easements. Additionally, if sidewalk is not located within the proposed public right-of- way, ight ofway, a sidewalk easement will be required with the appropriate maintenanc agreement. ��. _-•_ tit I4dd�4. ail:tH t 'fir. O t+:n A> ,i- . [14-302(A)4&5] Private&public easements. Will an easement be necessary for the off-site �" ' sewer connection? If so, show it on the plat and add impacted property owner(s) as signees. [14-302(A)8]Proposed lots. Clarify the total acreage of the proposed lots on the cover sheet. sii— '`-� The sum of all lots is 1.68 acres not 1.70; using 1.70 (the sum of rounded lot acreages)gives a total development area of 2.56 acres. [14-302(A)8] Proposed lots. Indicate on the cover sheet that cluster development standards are I being used. 7. [14-302(A)8]Proposed lots. Provide a frontage dimension for all proposed lots. 8.t [14-302(A)10] Right of further division of proposed lots. Please remove the development rights 'Cid note(note#2) as development rights are not applicable on R-2 zoned land. 0 'J: o 9. [14-302(A)11]Instrument creating property proposed for subdivision.The legal reference pr provided should be a Will Book reference, not a Deed Book reference. d� 10. [14-302(A)12] Topography. Label the existingtopography. Gdfi 11. [14-302(6)5] Zoning classification. Add Airport Impact Area (AIA)to the Zoning note. 12. [18-4.6.1] Frontage and lot width measurements. The required frontage may be reduced on a 0.;), ,i.:). cam.- cul-de-sac provided driveway separation meets VDOT standards. However, minimum lot width 476' ' must be maintained between the front and rear yards;the front setback may need to be moved back to where minimum lot width is achieved. liOefe'er - 1;. tjf3. [18-14.4.1] Environmental standards. To qualify for the bonus factor for maintenance of existing wooded areas you must show that the area maintained meets the definition of'wooded . area' in Section 3. ' 3°l. [18-14.4.1] Environmental standards. To qualify for this bonus, a conservation plan as specified a in section 32.7.9 is required. Co►.4- .Lck it Sacr 1. j 15. [14-317] Instrument evidencing maintenance of certain improvements. A maintenance agreement will be required for the proposed sidewalks (if they remain outside of the proposed public right-of-way) and the open space parcel. 1& [14-422] Sidewalks and planting strips. Label and dimension the sidewalks and planting strips. Planting strips must be 6'wide. Please contact Ellie Ray at 296-5832 if you have questions or require additional information. 2 Sae `,r Engineering Division Approval of(1 copy of site plan:WPO plan number stated in application): 1. Entrances should not exceed 4%grade for a distance of 40'from the intersected street, measured anywhere in the entrance [18-4.12.17]. 2. Show access/easement to open space if area is dedicated to HOA. 3. Maximum driveway slope is 16%. Please show that driveways do not exceed this slope for all lots. 4. The underground detention needs to be deep enough but also be able to connect to the existing inlet on Old Brook Rd.This can be verified with the VSMP application. 5. Show easements around SWM facilities.This will need to be dimensioned on the plat. 6. Show sight distance easements and dimension. 7. How will quality requirements be addressed?This can be clarified with a VSMP application, but easements will need to be shown prior to plat approval. 8. VDOT approval is required for the proposed public road. 9. The sanitary sewer lateral for lot 4 will need an easement.Shift the sanitary sewer lateral for lot 4 off lot 3 to avoid an easement. 10. Label road as Public Road. 11. A road plan approval and a road bond will be required prior to the approval of this plat. 12. Please dimension all easements on the plat. 13. An inlet should be provided in front of lot 6 to avoid runoff into Old Brook Road. If an inlet is not provided, please show that the released runoff can be captured with the existing inlet on Old Brook Road.The drainage divides are changing with this project so the effect of the runoff into an older system should be verified.This analysis can be included when checking channel protection. Please contact Michelle Roberge at 296-5832 if you have questions or require additional information. ACSA approval to include(1 copy to County.3 copies to ACSA): The applicant should submit 3 sets of final plans(utility plans)along with water/sewer data sheets to the ACSA,Attn:Jeremy Lynn, P.E.,for full construction review. The ACSA has determined certain items that will be evaluated during the construction review that the applicant should be aware of: 1. If the proposed sewer connection in Hearthglow Lain is to remain, a reconfiguration of the alignment per VDOT and ACSA comments will be required.This sewer connection may require offsite easements. 2. The ACSA would like the applicant to further explore a sanitary sewer connection (via doghouse manhole)to the existing sanitary sewer main on TMP#46A2-7-F.A connection to this sewer would reduce your overall sewer installation by approximately 340 linear feet.This would also reduce the cost of restoration in an existing VDOT row,traffic control measures and the vertical feet of manholes that will be required. 3. Show proposed ACSA easements and call them out. 4. Provide a summary of attempts to acquire a sanitary sewer easement on TMP#46A2-7-F.Also provide a written response from the HOA representative. If you provide contact information for the HOA representative,the ACSA can contact the representative to address any questions or concerns they may have about a proposed public sewer connection. 5. Correctly show water meter locations. 3 6. Will there be any irrigation on this site? V 7. Add cover note that the ACSA water and sewer easements are to be centered on the utilities as- built location. Please contact Alex Morrison at 977-4511 ext 116 if you have questions or require additional information. Fire&Rescue approval to include(1 copy): 1. Radii entering on to Hilltop Court shall not be less than 25 ft. 2. Cul-de-sac shall be 96ft FC/FC. 3. Fire Flow test required before final approval. Required fire flow shall be 1000 gpm @ 20 psi. Please contact Robbie Gilmer at 296-5833 if you have questions or require additional information. VDOT approval to include(1 copy): 1. As shown on the preliminary plat,the sidewalk would need to be located within an easement and maintained through a maintenance agreement. 2. Appendix B (1) of the Road Design Manual allows for a cul-de-sac to have a minimum radius of 30' on short, lox volume roads provided that emergency services has no objection. 3. Available intersection sight distance at the proposed connection to Old Brook Road needs to be confirmed. It is likely that significant slope grading will be required to provide adequate sight distance. In addition,on street parking along Old Brook Road would likely need to be restricted near the proposed street connection so that parked cards do not impact the sight distance. 4. The sewer route through Old Brook Road is unacceptable. The sewer line will need to either: a. Cross Old Brook and run along the shoulder on the north side of Old Brook. b. Run along the shoulder on the south side of Old Brook. c. Or preferably, connect to the existing sanitary sewer that runs on TMP 46A2-7-F. This option likely would require obtaining an easement to make the connection. Please contact Troy Austin at 422-9782 if you have questions or require additional information. E911 approval to include(1 copy): 1. The name 'Hilltop Court' cannot be used for this development. The applicant should contact this office with a list of three (3)alternative names for approval. Please contact Andrew Slack at 296-5832 if you have questions or require additional information. If you have any questions about these conditions or the submittal requirements please feel free to contact me at Extension 3432,eray@albemarle.org. Sincerely, CO. 2 Ellie C. Ray, PLA Senior Planner 4