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HomeMy WebLinkAboutSUB201400193 Application Road Plan and Comps. 2015-08-26 *gar`psi, Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes C No 7 Is this a revision or resubmission for review?Yes No County File Number:SUB2014-00193 (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 f>T No List Agencies: Fire and Rescue, ACSA Project Name: Whittington Phase B Road Plans Tax map and parcel: TM 90 Parcel 3 Zoning: PRD Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): At the corner of Singleton Lane and Old Lynchburg Road Contact Person(Who should we call/write concerning this project?): Michael Myers Address 172 South Pantops Dr City Charlottesville State VA Zip 22911 Daytime Phone(434 ) 979-8121 E-mail mmyers@dominioineng.com Owner of Record Piedmont Neighborhoods LP Address 11111 Sunset Hills Rd City Reston State Va Zip 20190 Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): Owner Address 11111 Sunset Hills Rd City Reston State Va Zip 20190 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 Sow Swirl 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 person. de 'very,by fax or,by email. 8/26/15 Signature o Owner,Contract Purchase , gent Date Michael Myers 434-979-8121 ext 140 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ 2.no'to Date Paid . 034 1 3 By who?T)OY zh a{,_Aa t i9eceipt# 10 0�3 L Cid/ 3 I2 0 By Q S19V0 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 l 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 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 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. *46101 Now ,44id 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: Z 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. 1 Professional seal,with original signature and date. [18-32.6.1] Z 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. Z 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.} Z 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 -32.6.2d, 18-30.3] Z All existing easements (access, drainage, sight, sanitary easements, etc.)with deed book references, locations and dimensions. I\rr Nler Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST • All proposed streets included,with right-of-way and street names Z Stationing at 50' minimum on all proposed streets, on plan and profile ] Street horizontal curve start point, end points and radii labeled, meeting standards Z 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 ✓ 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.) Z Pavement markings dimensioned and labeled Z Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections Z Street name signs at every intersection,typically placed opposite stop signs [should reference County Road Naming and Property Numbering Ordinance and Manual] 1 Street tree locations, species and height or caliper(typically to be reviewed by Planning) Grading: VI Proposed topography at minimum 2' contour intervals—tied into existing contours, as well as all proposed site features. (Sites with less than 6' of grade change should consider using smaller contour intervals.) 'i Proposed slopes are all 2:1 (horizontal:vertical)or flatter {Design Manual, section 8} Z Proposed slopes steeper than 3:1 have low maintenance (not grass)ground cover specified on the plan {Design Manual, Section 8} Z 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] Z 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 Nine Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST IL 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} No structures or trees within drainage easements {Design Manual, section 6} IL 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] IL 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. IL 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. IL 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] IL 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 B1, Sec. 3E IL 25' minimum radii on entrances(or per VDOT requirements,typically 25'-35') [per VDOT Access Management Regulations and Standards] WI Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Profile View: (applicable only to road or street plans) vi Stationing at 50' minimum on all proposed streets,to match the plan view sheets IL Proposed centerline IL 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.) IL Labeled existing and proposed grade at each 50ft station point 7 Vertical curves provided at all grade transitions I Vertical curve start, vertex and end points labeled IL Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required design values IL Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) IL 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} IL 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} IL Pipe and utility crossings shown and labeled(ACSA has minimum clearances) 'try vved Name Pagel COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Z Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and fill transition or sag curve Z The station of intersections are shown and labeled with the street names Z Grades are a maximum of 6% in turnarounds 1 Grades are a maximum of 4%through roundabouts Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) Z Typical sections for each street, street segment, or alley Z Typical sections for sidewalks and trails VI Albemarle County general construction notes for streets (reference) Z Traffic generation and distribution summary(ADT's)with road networks Z Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] Z Pavement widths meeting design standards Z Pavement crown at 1/4":1' slope Z Pavement surface, base, and sub-base thicknesses and materials Z 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) Z 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 Z 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 Z 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 Z Planting strip if applicable, 6' minimum width [14-422] Z Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections Z 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 Z Typical sections for proposed channels with locations referenced from the plan view sheets Z 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] Z 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. Z 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. Saw Nur/ `*". i 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 . ache. oad plan contains all information required by this checklist. 10/12/15 Sig ure/ rson completing c ist Date '\r/ Nod Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes P No 7 Is this a revision or resubmission for review? Yes Z No County File Number:SUB2014-00193 (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 Q No P List Agencies: Fire and Rescue, ACSA Project Name: Whittington Phase B Road Plans Tax map and parcel: TM 90 Parcel 3 Zoning: PRD Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): At the corner of Singleton Lane and Old Lynchburg Road Contact Person(Who should we call/write concerning this project?): Michael Myers Address 172 South Pantops Dr City Charlottesville State VA Zip 22911 Daytime Phone(434 ) 979-8121 E-mail mmyers@dominioineng.com Owner of Record Piedmont Neighborhoods LP Address 11111 Sunset Hills Rd City Reston State Va Zip 20190 Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): Owner Address 11111 Sunset Hills Rd City Reston State Va Zip 20190 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 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 perso al delivery,by fax or,by email. 8/26/15 Signature of Owner,Contract Purchase Date Michael Myers 434-979-8121 ext 140 Print Name Daytime phone number of Signatory FOR OFFICE JUSE ONLY SUB# aot tlk 1 9 3 Fee Amount$ 9:5-\)•(JC.) Date Paid 3•` a7 H By who? S i Q r I M Ar 1 Receipt# i o t I 0 Ck# 11 a 6-7 C) By: cow.rc,tvit 4S %we `rrrr" 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 l 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: 11 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. it Professional seal,with original signature and date. [18-32.6.1] WI 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. 11 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] 11 Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+ acres [18 -32.6.2d, 18-30.3] 11 All existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Z All proposed streets included,with right-of-way and street names Z Stationing at 50' minimum on all proposed streets, on plan and profile Z Street horizontal curve start point, end points and radii labeled, meeting standards Z Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) Z Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design Manual reference details) Z Roundabouts designed per VDOT and ASHTO guidelines Zi 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.) Z Pavement markings dimensioned and labeled Z Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections Z Street name signs at every intersection,typically placed opposite stop signs [should reference County Road Naming and Property Numbering Ordinance and Manual] Z 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.) Z Proposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8} Z Proposed slopes steeper than 3:1 have low maintenance (not grass)ground cover specified on the plan {Design Manual, Section 8} Z 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. Z Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. Retaining Wall Plans checklist. Z 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] Z 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 *114•0 "tool Page6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Z 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) 1 No structures or trees within drainage easements {Design Manual, section 6) Z 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] Z 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. Zi 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 BI, Sec. 3E 1 25' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] Z Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Profile View: (applicable only to road or street plans) Z Stationing at 50' minimum on all proposed streets,to match the plan view sheets Z 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.) Z Labeled existing and proposed grade at each 50ft station point • Vertical curves provided at all grade transitions Z Vertical curve start,vertex and end points labeled Z Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required design values • Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) Z 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) Z 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) ✓ Pipe and utility crossings shown and labeled(ACSA has minimum clearances) Page7 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Z 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 Z Grades are a maximum of 6% in turnarounds 1 Grades are a maximum of 4%through roundabouts Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) Z Typical sections for each street, street segment, or alley Z Typical sections for sidewalks and trails Z Albemarle County general construction notes for streets (reference) VI Traffic generation and distribution summary(ADT's)with road networks Z Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] Z Pavement widths meeting design standards Z Pavement crown at 1/4":1' slope Z Pavement surface, base, and sub-base thicknesses and materials Z 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) Z Shoulder at 1":1' slope or flatter and 4' or greater width for rural sections JI Maximum slopes of 2:1 or flatter with guardrail shown where applicable. Z Proposed slopes steeper than 3:1 have low maintenance (not grass)ground cover specified on the plan 1 Guardrail over all fill slopes and culverts, with 3' additional shoulder,using VDOT designations (GR-2, GR-2A, etc.) JI Right-of-way/easement width, centered on street, meeting design standards Z 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 Z 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 71 Planting strip if applicable, 6' minimum width [14-422] Z Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections Z 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 Z Typical sections for proposed channels with locations referenced from the plan view sheets Z 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] Z 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. Z 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. • 'tare Nerd 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 atter•-d road plan contains all information required by this checklist. -o— _2:4 8/26/15 Signature 1 ,' on comp eting checklist Date Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No Is this a revision or resubmission for review? Yes/("No County File Number: 5c.x3'L0/(4 • col el 3 (to be provided by County for new applications) 8 C. s ies 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 'V List Agencies: Project Name: IAA l f/ts1(a(r ?r j/ Tax map and parcel: go'3 Zoning: F(ZD Physical Street Address(if assigned): NU"( ([i• Asst 671-4:CI) Location of property(landmarks,intersections,or other): O"J OU) / Y'((i-(j J7�-I c Mc,S3y Mo -J14}(N 5()BD/VI 1o1•1 Contact Person(Who should we call/write concerning this project?): }'.if i e/ 147670-5 Address [72 3.? rtrops City(1.MP.6-it—WU-t-I= State V4 Zip Daytime Phone (�3() 7 7 y' '12 E-mail /0ye ISSextol1l ib(1ll • caw Owner of Record ?I t 1)N o IIT 1.1 El G 1{90(4 +oc)05, L- to Address, „ 111/i Scu ifiu.$ 12D City lieSTrA State VA Z9 a Daytime Phone ( ) E-mail 5 w I/I I/, I W e$ j ter V1/j a/ *1 OrO Applicant(Who is the Contact person representing?): Soot_e_ a s pw Address City State Zip 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,GContract 7 er Purchaser, a g Date /tl(c f e/ Y zrs 4431-1r-c7 7 i Yl2/ Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# b�H - 1 0%3 Fee Amount$ 2-SIS 0( Date Paid 6—30 — t5 By who?Door:r°`)IN t J;v1 , Receipt# (00 ttDO Ck# 300 ( By: A-SCe— El S�y>n LCL 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 r 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. 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 coaming both public and private roads should pay the higher fee for private roads. Tl Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] T�it�information: £•'/Project 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. 'YProfessional seal, with original signature and date. ' 18-;2 6 I kontent: 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 PIS 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 anyFecent disturbances, all at a legible scale. ate 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.} L WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if greeter [17-600] loodplain limits, including 100yr flood limits for any channel with a drainage area of 50+ acres [18 -32,6.2d, 18-30.3] FAH existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page5 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST fd 11 proposed streets included, with right-of-way and street names V Stationing at 50' minimum on all proposed streets, on plan and VS)reet 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) gtreet edge of pavement or curb radii labeled at all intersections and turnarounds (see the Design Ma ual reference details) r oundabouts designed per VDOT and ASHTO guidelines i 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.) vement markings dimensioned and labeled gns 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 Coynty Road Naming and Property Numbering Ordinance and Manual] Street tree locations, species and height or caliper(typically to be reviewed by Planning) Gra ing: 17/Proposed topography at minimum 2' contour intervals—tied into existing contours, as well as all proposed site features. (Sites with less than 6' of grade change should consider using smaller contour intervals.) I_,Proposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8} r Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the plary{Design Manual, Section 8} /Show existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing critizM 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. r /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. Respired 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 [ 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} 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 (S'AR), and VDOT Road and Bridge Standards] /Only approved entrances are shown. Placing entrances on road plans should not be a way of circumventing site plan review of entrance placement or number, or adequate review of traffic, spacing, tuixlanes, etc. ii 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 c9rtirol fine grading of asphalt and sidewalks. Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, meured 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 VD9T Road Design Manual, App BI, Sec. 3E 5' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] __/(urn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pro ile View: (applicable only to road or street plans) S tioning at 50' minimum on all proposed streets, to match the plan view sheets posed centerline /Existing ground centerline(Historically, the existing centerline was field surveyed, but this is hapRening much less with current aerial topography. This may be requested if inaccuracies are noted.) eled existing and proposed grade at each 50ft station point prtical curves provided at all grade transitions �rtical curve start, vertex and end points labeled 'Vertical curve length and K (or stopping sight distance) labeled at each vertex, meeting required design values YPercent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) ural street intersections continue the-2% intersected cross grade for a minimum of 20' from the edge of pavement of the intersected street. A low point is provided off the intersected street for drai ge. {policy, following VDOT practice} treet grade is less than 4% for a minimum of 40' from the edge of pavement of the intersected street. (This grade can be within the first road curve which transitions from the 2% intersected cross 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 ROAD PLAN CHECKLIST /Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and f/ransition or sag curve oo'' a station of intersections are shown and labeled with the street names rades are a maximum of 6% in turnarounds Grades are a maximum of 4% through roundabouts /6 D9tails and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) /tp Typical sections for each street, street segment, or alley pical sections for sidewalks and trails emarle County general construction notes for streets (reference) Traffic generation and distribution summary(ADT's)with road networks __4avement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Seco ary Roads in Virginia] moment widths meeting design standards ''Pavement crown at 1/4":1' slope 46 ,vement surface, base, and sub-base thicknesses and materials O./Curb and gutter where applicable with VDOT designation (CG-6), and stone base of 6"21-A or bete(CG-2 also acceptable if a gutter is not needed for drainage) S ulder 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. _''roposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the pla '±%Guardrail over all fill slopes and culverts, with 3' additional shoulder, using VDOT designations (GR.2, GR-2A, etc.) r', ht-of-way/easement width, centered on street, meeting design standards P_/Sidewalk location and widths, minimum 5' width,4" concrete surface, 4" 21-A stone base with wire/ reb,ar 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- Deta l Back of Curbs in VDOT Road Design Manual anting strip if applicable, 6' minimum width [14-422] IF43itches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections 1.644lleys have 12' pavement width, with 14' wide stone base [14-410] L nsitioning detail (20' minimum) for roll-top curbing in front of any inlets ypical sections for proposed channels with locations referenced from the plan view sheets L•'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] 4F/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 oad plans. ural 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,t = s' e. ,ad . an contains all information required by this checklist. Si l natur• -' imp etmg checklist Date 6ii Albemarle Cc 7ty Community Development Department l 4L .1clntire Road Charlottesville,VA 22902-4596 Planning Voice: (434)296-5832 Fax:(434)972-4126 g Application PARCEL / OWNER INFORMATION TMP 09000-00-00-00300 Owner(s): PIEDMONT NEIGHBORHOODS LP Application # SUB201400193 PROPERTY INFORMATION Legal Description ACREAGE Magisterial Dist. Samuel Miller Land Use Primary Forest Current AFD Not in A/F District Current Zoning Primary Planned Residential Development APPLICATION INFORMATION Street Address Entered By Application Type Subdivision Plat Emily Lantz 11/20/2014 Project Whittington-Phase B - Road Plans Received Date 11/18/14 Received Date Final Submittal Date 11/24/14 Total Fees 250 Closing File Date Submittal Date Final Total Paid 250 Revision Number Comments Legal Ad SUB APPLICATION(s) Type Sub Applicati Comment New Public Use Road Plan 11/24/14 1APPLICANT/ CONTACT INFORMATION ContactType Name � Address CityState Zip Phone 7 PhoneCell Owner/Applicant (:PIEDMONT NEIGHBORHOODS LP 11111 SUNSET HILLS RD 200 °RESTON VA :20190 Primary Contact MIKE MYERS 172 S PANTOPS DR CHARLOTTESVILL 22911 4349798121 Signature of Contractor or Authorized Agent Date Pagel COUNTY OF ALBEMARLE APPLICATION FOR A SUBDIVISION PLAT Project Name: W14 - V CR0AT rF1 ) E Tax map and parcel: 610— S WA Zoning: R�Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): 01.0 Lyrto-f B( 6 Sovr)-/ or 74-S 14c755 y flout/ t/tel $O&)l V/5/o h1 Contact Person(Who should we call/write concerning this project?):h i KI• M y'Rs Address l72 5 F�}1rTop5rPI - City�e vjj4. tate VA Zip g" Daytime Phone(1{3Lf) (-O/(i 1 E-mail IIV)V V ers 1�GCU/{�/1/j/!i✓)•o(?), ear) Owner of Record ?(EDM,oNT 74ElG1-001e1400136-k7c p!•5 L' Address 11111 SUN t t f lU$gp.#2.00 City State VA Zip ZoI D Daytime Phone( ) E-mail '' rr-, Applicant(Who is the Contact person representing?): STAi1I,6Y MART/NI I k*1c Address&Oa'•I'f-(3 City C04.OiT55Vlite-State VA Zip l25 o3 Daytime Phone X3`1) "1 E-mail 5W i!1 K J We 61411GyfP1aI4l1 , COM Does the owner of this property own(or have ownership interest in)any abutting property? If yes,please list those tax map and parcel numbers here Physical street address(if assigned): Location of property(landmarks,intersections,or other): WH(71 I670 - PHgs& i1 c%ert -7-r c-y 040E32 kovs coy rtz -r4 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 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. 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 co enting to all correspondence from Albemarle County in the form of fax or email. Signature of Owner,Contract Purchaser,Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount S � Date Paid l 1 6- 4 By who? u.1 t/l��1/� I 1,` Receipt# �!"C t) Cldt 1 V i 7 By; *IS "tigIO 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 ❑ 1 to 9lots =$1,150 U 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 9lots =$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 U 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 U Relief from plat conditions imposed by the commission prior to the date of adoption of this chapter =$390 Prior file Name/Number SUB- U 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 U Authorization of one or more private streets filed separately preliminary approval =$250 from a subdivision application._$670 U Waiver of interconnection/extension requirement before prelimi- ❑ For each review of private street plans including revisions after nary approval =$540 preliminary approval =$400 U Variation to or exception of one or more street standards before preliminary approval =$540 U 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) U 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 i °A Dominion 172 South Pantops Drive A° � °J `a L. Engineering Charlottesville, VA 22911 tlI i 434.979.8121 (p) 0,A>,.-miss,,v 434.979.1681 (f) v* Ps DominionEng.com ej's November 14, 2014 Mr. Troy Austin, P.E. Area Land Use Engineer Virginia Department of Transportation Land Development-South Culpeper District P.O. Box 1017 Troy, VA 22974 RE: Whittington-Phase B-Road Plans cover letter Dear Troy, Enclosed please find two(2) sets of the Final Road Plans. Please note that we have prepared these road plans in consideration of your comments from the Preliminary Plat as follows: VDOT COMMENTS 1. Proposed pavement design will need to be verified by pavement design calculations that will need to be submitted with the road plan. RESPONSE: Preliminary pavement design has been provided. 2. Justification for the reduction of the minimum pavement width of 24' to 20' should be added to the typical section for streets"A", "B", and "C". In addition, the typical section for these streets should be noted as"No Parking" on the streets. RESPONSE: The justification has been provided and "no parking' has been noted. 3. The typical section for Kendra Street should be noted as"No Parking". RESPONSE: The no parking note has been added. 4. Sheet number 6 of 14 shows storm sewer located within the roadside ditches. What is the purpose of including storm sewer in these areas? RESPONSE: The purpose of the storm sewer in the roadside ditches is to fulfill the requirements of stormwater management. 5. On sheet number 11 of 14, is the terminus of Kendra Street shown proposed to be a temporary or permanent turnaround?The preferred turnaround at this location would be a cul-de-sac. The"branch-type" turnaround shown does not appear to have an adequate length or radii. RESPONSE: A cul-de-sac has been provided at this location 6. Per Appendix B(1) of the Road Design Manual, cul-de-sacs with unpaved centers should be considered one- away and designed in accordance with Table 3 of Appendix B(1). Refer to page B(1)-24 of the Road Design Manual. Page 1 of 2 V el ••�A0<5 4. Dominion 172 South Pantops Drive Engineering Charlottesville, VA 22911 ..*vpe 434.979.8121 (p) % er 434.979.1681 (f) "mss DominionEng.com RESPONSE: The unpaved centers have been removed from the plans. 7. On sheet 13 of 14, Route 631 does not appear to be drawn accurately based on the contours provided. The edge of pavement of Route 631 should be field verified and reflected on the preliminary plat. RESPONSE: The edge of pavement for Route 631 has been field surveyed and the plans have been updated. 8. I question the availability of adequate intersection sight distance at the intersection of street"C" and Route 631. Sight lines should be provided at each intersection, and sight line profiles should be provided at locations with questionable sight distance such as the intersection of street"C"and Route 631. For 45 mph, the minimum intersection sight distance required is 500 feet. RESPONSE: Sight distance is available and has been added to the plans. 9. The alignments and locations of the proposed streets may need to be adjusted as the road plans are prepared and reviewed. RESPONSE: Acknowledged. We trust the above adequately addresses your concerns on the preliminary plat review. Please let me know if you have any questions or require additional information. Very truly,% r Mic a- M -rs, P.E., C.F.M. Atta ents Cc: eremy Swink Page 2 of 2