Loading...
HomeMy WebLinkAboutWPO201500069 Application 2015-04-07 Albemarle Courr - Community Development Department 401 t re Road Charlottesville.VA22902-4598 Nierse:(434)296-5832 Fax:(434)972-4126 14.•--:,(;11( Planning Application PARCEL/ OWNER INFORMATION IMP 06100-00-00-12600 Owner(s): HILLTOP PARTNERS LIC Application# SUB201500069 PROPERTY INFORMATION Legal Description I ACREAGE .... Magisterial Dist.' Rio _,. Land Use Primary Residential -- Single-family(incl. modular home:E Current AFD Not in A/F District -,E Current Zoning Primary' R2 Residential APPLICATION INFORMATION Street Address By ri ,anielle Roth Application Type I Subdivision Plat 1'4/7/2015 , . . Project 'Hill Brook— Road Plans Received Date 104/06/15 Received Date Final Submittal Date 04/06/15 Total Fees 670 Closing File Date 1 Submittal Date Final Total Paid 670 Revision Number Comments .... Legal Ad .0 SUB APPLICATION(s) Type Sub Awlicatio Comment New Private Use Road Plan 04/06/15 APPLICANT j CONTACT INFORMATION ContactType Name Address City-State I Zip I Phone PhoneCell — 0pprt HILLTOP PARTNERS LLC 609 E MARKET STREET,UNIT CHARLOTTESVILL 22902 ' cr,r-I3ry aN7t2=t LAUREN GILROY 201 E MAIN ST,STEM 'CHARLOTTESVILL 22902 4342275140 Signature of Contractor or Authorized Agent Date Page1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ No ET' Is this a revision or resubmission for review? Yes Li No County File Number: (to be provided by County for new applications) 8 Copies of the Plan to be submitted and distributed by the County as follows: 2 Copies to County Engineering 1 Copy to Albemarle Fire and Rescue 1 Copy to Planning for Street Trees and other landscaping review 2 Copies to Albemarle County Service Authority 2 Copies to Virginia Department of Transportation Have you submitted plans separately to any agencies listed above? Yes ❑ No lg List Agencies: Project Name: I'i IL L Tax map and parcel: (pl — 121.9 Zoning: }�,2 Physical Street Address(if assigned): NI A Location of property(landmarks,intersections,or other): OL1V 'f A O K 10, 3 E"TCa1EEN RE.17 Lt 1 ANI9 'RAmtTREE 'PR. Contact Person(Who should we call/write concerning this project?): L.A(JRE74 C'1112'RDy Address 201 E I1Air 1 ST/ 5TE i1 City G140,LarTESv1LL.E State \IA Zip 2256 Daytime Phone(i.t'2j14) 227- 5140 x q E-mail (ct►,t,t-p�r1 ahim)-9q a ree.A n3. rain Owner of Record k ILL-To? ?ART 1•1 E S, L(_C Address P.D. 'BO X (Ot-I City (.14614.01-1E5 v I LLE State VA Zip 22j 6?� Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): REV --pr-R, '7EV E LG?r M 1 LL.L Address T.O. '140( (0q5 City cliPti;LoTTE5v I LLE State VA 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 correspo :ence from Albemarle County be in any of the following forms in writing; by first class mail,by perso r -� ,by fax or,by email. 4 qG ,c Signature of Owne , ontract Purchase Agen Date �S�t\ \ i Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# ¢g Fee Amount S1,7 0.00 Date Paid 9/6 11( By who? K 111 4" -�-rt/S,LLC Receipt# / !3 eica d ci# )a) y By: Noe 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 ❑ Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 ❑ Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a preliminary plat and before approval of a final plat=$830.00. Attach written justifica- tion AFTER FINAL PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a final plat=$830.00. Attach written justification SURETYBONDING If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con- struction of any such street.These fees shall be paid prior to completion of all necessary inspections and shall be deemed a part of the cost of construction of the street for purposes of section 14-435(B). The bond process and forms can be found at the document center under bonds.After a plan is approved,a bond estimate request form must be submitted to the Community Development office with the required fee. The owner signatures will be verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro- vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process. Page4 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST A road or street plan is an engineered construction plan for a public or private road or alley. It also contains necessary infrastructure for the road, like drainage inlets, pipes, ditches, culverts, residential and commercial entrances, slopes, retaining walls, signs, pavement markings and any other items necessary for the road. A road plan must be a stand-alone document, and titled as a road plan. A road plan is not a site plan, or a stormwater plan, or an erosion control plan. Please do not attach any other plans to the road plan. The exception is when the Albemarle County Service Authority has insisted in some cases that utility plans(water and sewer) be part of the road plans, and this has been permitted. A road plan must contain a title sheet specifically for the road plan, a plan view of the road, a profile of the road, and specific and typical details for the road sections. Please also reference the Design Manual in addition to this checklist. 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, subdivision plan, or erosion control plan, etc. ,13rofessional seal, with original signature and date. [18-32.6.1] Id Content The road plan must contain, for each road/street/alley, at a minimum 114 plan view, customarily at 1"=50' or better. 2. 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 aIjy recent disturbances, all at a legible scale. [ Date and source of the topographic information: All topography should be at least visually field verified by the designer within the last year {Aerial topography is often noticeably inaccurate. Disturbances sometimes take place subsequent to the flown date. This can be a particularly recurring problem where early or mass 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] Mr All existing easements(access, drainage, sight, sanitary easements, etc.)with deed book references, locations and dimensions. Pages COUNTY OF ALBEMARLE 611 ROAD PLAN CHECKLIST proposed streets included, with right-of-way and street names V Stationing at 50' minimum on all proposed streets, on plan and profile 4.❑/Street horizontal curve start point, end points and radii labeled, meeting standards [i Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) f�Street edge of pavement or curb radii labeled at all intersections and turnarounds (see the Design Manual reference details) e\l`H Roundabouts designed per VDOT and ASHTO guidelines At,❑ 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 rail placement is complicated and subject to a lot of judgement and variation. This is a quick rule humb summary.) avement markings dimensioned and labeled le/Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections V Street name signs at every intersection,typically placed opposite stop signs [should reference Cgtanty Road Naming and Property Numbering Ordinance and Manual] wf Street tree locations, species and height or caliper(typically to be reviewed by Planning) Grading: IV 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.) VGProposed 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 pl {Design Manual, Section 8} Vf 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. \Nc❑ Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. Retaining Wall Plans checklist. 4,11 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 )amples 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 alp • 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} Lk'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 (SEAR), and VDOT Road and Bridge Standards] V Only approved entrances are shown. Placing entrances on road plans should not be a way of circumventing site plan review of entrance placement or number, or adequate review of traffic, spacing, turylanes, 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. rid Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, me,,asured anywhere in the entrance [18-4.12.17] VUnobstructed 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 V2OT Road Design Manual, App B1, Sec. 3E 5' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] Ll Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pr file View: (applicable only to road or street plans) [Stationing at 50' minimum on all proposed streets, to match the plan view sheets centerline iiroposed xisting ground centerline(Historically,the existing centerline was field surveyed, but this is ha, 'pening much less with current aerial topography. This may be requested if inaccuracies are noted.) Vabeled existing and proposed grade at each 50ft station point Y/Vertical curves provided at all grade transitions WiXertical curve start, vertex and end points labeled V Vertical curve length and K(or stopping sight distance)labeled at each vertex, meeting required des,ign values yr Percent grades labeled for all road segments, meeting design values(VDOT Road Design Manual, App. B) tgr 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} Lvl 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} di Pipe and utility crossings shown and labeled (ACSA has minimum clearances) taw *mil Page7 COUNTY OF ALBEMARLE / ROAD PLAN CHECKLIST Ci Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and fill ransition or sag curve e station of intersections are shown and labeled with the street names VGrades are a maximum of 6% in turnarounds ❑ Grades are a maximum of 4%through roundabouts 'Mails and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) ?ypical sections for each street, street segment, or alley ?�T ypical sections for sidewalks and trails 'C� lbemarle County general construction notes for streets (reference) raffic generation and distribution summary(ADT's)with road networks Q Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and S9condary Roads in Virginia] Of/Pavement widths meeting design standards [_yavement crown at 1/4":1'I/pavement 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) 11\111 houlder 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. oposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the plan 4❑ Guardrail over all fill slopes and culverts,with 3' additional shoulder,using VDOT designations (G 2, GR-2A, etc.) 14 Tight-of-way/easement width, centered on street, meeting design standards Q 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 {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] A1`❑ Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections 4E1 Alleys have 12' pavement width, with 14' wide stone base [14-410] AN'II Transitioning 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 ki 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] *Li 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. �J 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. f y �S g a 4 ture of person co pleting ecklist Dat� wore '■••09 Page1 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 i 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: l l l b coo k Tax map and parcel: (Q t — 112_0 Zoning: 'R,9■.. Physical Street Address(if assigned): 1' Location of property(landmarks,intersections,or other): 3I S. BrOOk 12a.) be+iu e l '9\ed l nab:. Ln ' &n&e.e 1Pr. Contact Person(Who should we call/write concerning this project?): 14Likrefl G'u fro Address 20 I E Mcun SL1SteMcity (.11o..rlotizsvi Ile State VI, Zip 229(j 2 Daytime Phone(434) 2.21-5140 X Li E-mail laufen mp-eiline ert n3. corn Owner of Record V i I(tap 'Pa r-tre-r5, L LC Address 12. . 136x (0 45 City Ova-Ickke5vi 11e State V/t Zip ',, d Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): C\C.j ''l r k '17eue lopm pets Address �.o. 12:0x 045"5" City (h&rlottzvi Ile_ State V A Zip 1.1.909., 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- sondence from Albemarle County be in any of the following forms in writing; by first class mail,by = very,by fax or,by email. JciJic Signature of• • er, Contract Purchas r,Agen Date S\A;l I- 3`�- 2Y? -Si VO Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ / 7 Date Paid 4` •it By who? Ntlki0p �114X W 1 5 Receipt# q 1 CIO IO IO By: Noiree 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 l!1 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. Page 1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes L o /is this a revision or resubmission for review? Yes PNo Li County File Number: 50, 2015 COO(oCj (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 _P' o Li List Agencies: ACS A Project Name: 1 1 L LOO K Tax map and parcel: (I — 1210 Zoning: S.— Physical Street Address(if assigned): t(Q S t 0 L12 13'ROO K 'RO A17 Location of property(landmarks,intersections,or other): CA.:12 'P RRO K iko A'P' 5 ET W E ENt AEVttal'TTON LAME ANl? 'Rk1 NITRE-E 'DR1V€ Contact Person(Who should we call/write concerning this project?): J us T I to 51.‘I Mi' Address 20 1 E MAIN S-r STE City Cr K4Kurr-1E5vi LLE State uA Zip 2290 Daytime Phone(434) 22,1 - 5146 E-mail 303 r1 chimp-enneer i1-t . corn Owner of Record 1-11 Li 'PP R''T N ERA, LLC Address v.O. X (p4 5 City LH AR.lcsr TE5v t t_LE State \J A Zip 2`2-q o`9. Daytime Phone ( ) E-mail Applicant(Who is the Contact person representing?): 1:(C'0 171fkT "PE vEWeM Cr-11-5 Address 9.O. 13OX (p45 City 04"10 TE5\ t LLEState VA 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 Owner, Contract Purchaser,Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ .(y) Date Paid iv — — By who?&ty"8,41 , a. . Receipt# 100 1140 Ck# 66 0- By; Page3 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL FEES ROAD PLANS FOR PROPOSED SUBDIVISION *If public and private streets are proposed,pay the higher of the two fees(private street) 8 copies of the road plan are required for all submittals Public Street Fees Private Street Fees ❑ 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 U' For each review of a submitted plan, including re- views of revisions after plan approval =$400 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT ❑ Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 ❑ Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a preliminary plat and before approval of a final plat=$830.00. Attach written justifica- tion AFTER FINAL PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a final plat=$830.00. Attach written justification SURETY/BONDING If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con- struction of any such street. These fees shall be paid prior to completion of all necessary inspections and shall be deemed a part of the cost of construction of the street for purposes of section 14-435(B). The bond process and forms can be found at the document center under bonds.After a plan is approved,a bond estimate request form must be submitted to the Community Development office with the required fee. The owner signatures will be verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro- vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process. Page4 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST A road or street plan is an engineered construction plan for a public or private road or alley. It also contains necessary infrastructure for the road, like drainage inlets, pipes, ditches, culverts, residential and commercial entrances, slopes, retaining walls, signs, pavement markings and any other items necessary for the road. A road plan must be a stand-alone document, and titled as a road plan. A road plan is not a site plan, or a stormwater plan, or an erosion control plan. Please do not attach any other plans to the road plan. The exception is when the Albemarle County Service Authority has insisted in some cases that utility plans (water and sewer) be part of the road plans, and this has been permitted. A road plan must contain a title sheet specifically for the road plan, a plan view of the road, a profile of the road, and specific and typical details for the road sections. Please also reference the Design Manual in addition to this checklist. Aication information: M'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. t)IJ Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Ti9e information: L�'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. 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] LAccurate 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.} tAk_ WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if greater [17-600] 10_1 Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+ acres [18 -32/6.2d, 18-30.3] /All existing easements(access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Pages COUNTY OF ALBEMARLE 6iiROAD PLAN CHECKLIST proposed streets included, with right-of-way and street names tationing at 50' minimum on all proposed streets, on plan and profile t-OL4 Street horizontal curve start point, end points and radii labeled, meeting standards 1!(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 k\ 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.) � ✓I� ,Pavement markings dimensioned and Yz8igns for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections kid Street name signs at every intersection, typically placed opposite stop signs [should reference Coytfity 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: V 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 pla {Design Manual, Section 8} 6d' 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. la)Vi] 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 L All drainage easements are a minimum 20' wide. Required width: 10'+(pipe q (p pe 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)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, tu9a 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 trot fine grading of asphalt and sidewalks. af Commercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, mejsured anywhere in the entrance [18-4.12.17] L 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 Mfiagement Regulations and Standards] L!,- 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) ationing at 50' minimum on all proposed streets, to match the plan view sheets ifyroposed centerline L! Existing ground centerline (Historically, the existing centerline was field surveyed, but this is ha ening much less with current aerial topography. This may be requested if inaccuracies are noted.) Vabeled existing and proposed grade at each 50ft station point Le,./Vertical curves provided at all grade transitions rtical curve start, vertex and end points labeled Lertical curve length and K (or stopping sight distance) labeled at each vertex, meeting required desk values LI Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) 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} • ,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 e) {policy, follows ord. for travelways 18-4.12} Pipe and utility crossings shown and labeled (ACSA has minimum clearances) Pagel COUNTY OF ALBEMARLE 4rossROAD PLAN CHECKLIST drain locations shown and labeled with VDOT designations CD-1 2 � ( ) at every major cut and filJtransition or sag curve e yhe station of intersections are shown and labeled with the street names L Grades are a maximum of 6% in turnarounds oar 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 eyypical sections for sidewalks and trails A-lbemarle 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 Se ndary Roads in Virginia] avement widths meeting design standards Lipdvement crown at 1/4":1' slope P vement surface, base, and sub-base thicknesses and materials El/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) ti,N oulder at 1":1' slope or flatter and 4' or greater width for rural[Olaximum slopes of 2:1 or flatter with guardrail shown where applicable. li Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the plan ti t: 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 /Sidewalk location and widths, minimum 5' width, 4" concrete surface, 4" 21-A stone base with wire/ reb r reinforcement, with underdrains (UD-4, etc) per VDOT standards where applicable LV idewalks 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- Wail Back of Curbs in VDOT Road Design Manual L/Planting strip if applicable, 6' minimum width [14-422] tai Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to itch centerline, for rural sections IAIr Alleys have 12' pavement width, with 14' wide stone base [14-410] (l yransitioning detail (20' minimum) for roll-top curbing in front of any inlets Lipypical sections for proposed channels with locations referenced from the plan view sheets Si walk detail or specification to be a minimum 4" stone base 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. Ali! 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. Page 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 I my owledge, the attached road plan contains all information required by this checklist. awl, f oisi ) 5 Signature of person k I mpletin. hecklist Dat Pagel COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑ N� Is this a revision or resubmission for review? Yes Cpl No ❑ County File Number: 5(1'0 /0 15-G00(d (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: 1--\1 LL151 V\ Tax map and parcel: (o 1— 1 Lp Zoning: PR: Z. � Physical Street Address(if assigned): I Cpq 5 0 1( _''brook 1A Location of property(landmarks,intersections,or other): '" 5I'VE Cif OLP 'BRooK 'S 1 I6E 11 1 11AMKEE 'flR iM- IZ Epi Cirot! Lt44 Contact Person(Who should we call/write concerning this project?):3U5-r 11.1 SA 1M? Address ISA E Nt hug ST 31E lk City c yl i State V As Zip 224 Q 2, Daytime Phone(454) z2'-i. 514o E-mail Jv5�an @g1-'„rnp-e,,�oi„tenf1Q. coin Owner of Record \\\Llr--c0"? eR'VtyE`251 Ltd ern J AddressT.D. TO( (945 City GNA121.01E5v t LLE State 'j1- Zip 22.1(v.,.. Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): S46.9 'VEVEI_pRME--j4'S Address T.O• -apx, co City GN c h,IILLE State VA Zip 22102, 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-:..• .-nee from Albemarle County be in any of the following forms in writing; by first class mail, by pe :• . .: ery, by fax or, by email. -Alb° 7 /2V/ic Signature of 0 , er, Contract Purchas ,Agent Date �tsb\nkA i016) ;ti-227- 5IYo Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# a 01 S'— 61 Fee Amount$ 4.00. a D Date Paid ��"'c •(4-1 0 Sr— By who? 1�b ?CN4rkty!S Receipt# /0 0--n5 0 Cid/ 1 0 7 By: PtS C- 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- cat�io =$670 all For each review of a submitted �including re- views includin P views of revisions after plan approval =$400 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT ❑ Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 ❑ Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a preliminary plat and before approval of a final plat=$830.00. Attach written justifica- tion AFTER FINAL PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a final plat=$830.00. Attach written justification SURETYBONDING If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con- struction of any such street. These fees shall be paid prior to completion of all necessary inspections and shall be deemed a part of the cost of construction of the street for purposes of section 14-435(B). The bond process and forms can be found at the document center under bonds.After a plan is approved,a bond estimate request form must be submitted to the Community Development office with the required fee. The owner signatures will be verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro- vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process. Page4 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST A road or street plan is an engineered construction plan for a public or private road or alley. It also contains necessary infrastructure for the road, like drainage inlets, pipes, ditches, culverts, residential and commercial entrances, slopes, retaining walls, signs, pavement markings and any other items necessary for the road. A road plan must be a stand-alone document, and titled as a road plan. A road plan is not a site plan, or a stormwater plan, or an erosion control plan. Please do not attach any other plans to the road plan. The exception is when the Albemarle County Service Authority has insisted in some cases that utility plans (water and sewer) be part of the road plans, and this has been permitted. A road plan must contain a title sheet specifically for the road plan, a plan view of the road, a profile of the road, and specific and typical details for the road sections. Please also reference the Design Manual in addition to this checklist. Application information: C7 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. tilop Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Ti 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. . Pp fessional seal, with original signature and date. [18-32.6.1] C'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 iew: [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 ankt`ecent 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] app Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+ acres [18 -3;..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 z/i(/1 proposed streets included, with right-of-way and street names es Stationing at 50' minimum on all proposed streets, on plan and profile reet horizontal curve start point, end points and radii labeled, meeting standards If Kul-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) AW Roundabouts designed per VDOT and ASHTO guidelines AK 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 humb summary.) avement markings dimensioned and labeled signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections ti Street name signs at every intersection, typically placed opposite stop signs [should reference County Road Naming and Property Numbering Ordinance and Manual] V Street tree locations, species and height or caliper(typically to be reviewed by Planning) Grp/ding: V 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 in als.) oposed 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 pla Design Manual, Section 8} Show existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing crif 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. 11\ 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 • All drainage easements are a minimum 20' wide. Required width: l0'+(pipe dia. or channel width) + 2'+2(depth-5'). The pipe, channel or structure must be within the center third of the 7easement. {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. Ent aces 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 circu venting 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-:sured 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 ✓ T Road Design Manual, App B1, Sec. 3E 04125' minimum radii on entrances (or per VDOT requirements,typically 25'-35') [per VDOT Access M agement Regulations and Standards] Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Prole View: (applicable only to road or street plans) © ationing at 50' minimum on all proposed streets, to match the plan view sheets oposed centerline z Exis 'ng ground centerline (Historically, the existing centerline was field surveyed, but this is ha ening much less with current aerial topography. This may bte requested if inaccuracies are noted.) • .-led existing and proposed grade at each 5011 station point It ertical curves provided at all grade transitions • V ical curve start, vertex and end points labeled 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, Ap,I�) �r 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} C►1treet 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 ii Cros drain locations shown and labeled with VDOT desi ations CD-1 2 at ever major cut and fill ansition or sag curve station of intersections are shown and labeled with the street names Odes are a maximum of 6% in turnarounds /Grades are a maximum of 4%through roundabouts Dpis 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 M : emarle County general construction notes for streets (reference) C raffle generation and distribution summary(ADT's) with road networks Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Se o ,ary Roads in Virginia] ' vement widths meeting design standards C pavement crown at 1/4":1' slope vement surface, base, and sub-base thicknesses and materials IF 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) OShoulder at 1":1' slope or flatter and 4' or greater width for rural sections TO Maximum slopes of 2:1 or flatter with guardrail shown where applicable. 1 Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the plan 14,kGuardrail over all fill slopes and culverts, with 3' additional shoulder,using VDOT designations ( 2, GR-2A, etc.) yight-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- Det ' Back of Curbs in VDOT Road Design Manual Planting strip if applicable, 6' minimum width [14-422] Ak Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections 1 IA Alleys have 12' pavement width, with 14' wide stone base [14-410] tab Transitioning detail (20' minimum) for roll-top curbing in front of any inlets Typical sections for proposed channels with locations referenced from the plan view sheets ©/Sidewalk detail or specification to be a minimum 4" stone base and 4" concrete of 3000psi at 28 days, or stronger. [VDOT App. B, Subdivision Street Design Guide, and 14-422] 0,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. a, Rural section ditches may not be deep enough for 15" diameter culverts within the ditchline if the V 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. iI. Ail /ith/ -041 / !ature of person corn'eting c cklist Dat Page 1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes ❑I�'�N�o CY Is this a revision or resubmission for review? Yes No ❑ County File Number: S(_fg 1,0 15- 000 CO C1 (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 �Y List Agencies: Project Name: N L-L$cR.to K Tax map and parcel: (01 — '2.to Zoning: Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): OLD 'g(S Oc K t�Y 'jE1 W EE14 'REV (r1 LAN 1.A1/.17 REE 'R1v!: Contact Person(Who should we call/write concerning this project?): J U5T I i--1 5 H I I-1 Address 261E MAIN STI 5one M City GHA'R4or[TE5viU.E.State NIA Zip 2.2.1oz Daytime Phone(4 ) 1,21 -51 y 0 E-mail ,p5 °@ shirr,P -e n&ne_C r■n8, corn Owner of Record N ILLTcf ?A`RT N ER51 Address 'F.0. 1130)( (Ai c City(AA ARI.o rE5vlute State VA Zip 241902 Daytime Phone ( ) E-mail Applicant(Who is the Contact person representing?): 'REV -p 1'RT 'PEA/E L6 F144 E r4 TS Address 1 0. 'Q% (,y 5 City cHARLOT CESvI LIZ State VX Zip 229 0 2, Daytime Phone( ) E-mail fie 5 reAa:,rt-&e.v.co rn 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# u1Q 1 S - ��� Fee Amount$ Su c'1) Date Paid By who? '—Yt ( 4-0:7 pc,r'}(�t-"S Receipt# I J 13C I Ck# I b3-� P L.Cc�-1 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 ❑ Variation to or exception from street interconnection requirements=$540 ❑ Variation to or exception from one or more street standards=$540 ❑ Variation to or exception from curb and/or gutter requirements=$540 AFTER PRELIMINARY PLAT APPROVAL AND BEFORE FINAL SUBDIVISION PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a preliminary plat and before approval of a final plat=$830.00. Attach written justifica- tion AFTER FINAL PLAT APPROVAL ❑ Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au- thorized after approval of a final plat=$830.00. Attach written justification SURETY/BONDING If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con- struction of any such street. These fees shall be paid prior to completion of all necessary inspections and shall be deemed a part of the cost of construction of the street for purposes of section 14-435(B). The bond process and forms can be found at the document center under bonds. After a plan is approved,a bond estimate request form must be submitted to the Community Development office with the required fee. The owner signatures will be verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro- vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process. Page4 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST A road or street plan is an engineered construction plan for a public or private road or alley. It also contains necessary infrastructure for the road, like drainage inlets, pipes, ditches, culverts, residential and commercial entrances, slopes, retaining walls, signs, pavement markings and any other items necessary for the road. A road plan must be a stand-alone document, and titled as a road plan. A road plan is not a site plan, or a stormwater plan, or an erosion control plan. Please do not attach any other plans to the road plan. The exception is when the Albemarle County Service Authority has insisted in some cases that utility plans (water and sewer) be part of the road plans, and this has been permitted. A road plan must contain a title sheet specifically for the road plan, a plan view of the road, a profile of the road, and specific and typical details for the road sections. Please also reference the Design Manual in addition to this checklist. Application information: 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. 1.4 Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Tijk information: V'Project title. Titles should be appropriate. It should be a road or street plan, not a site plan, su rvision plan, or erosion control plan, etc. frofessional 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 Pled 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. /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 •roblem where earl or mass • adin• .lans have occurred sreviousl . In these cases the to s o• ash needs to be updated.} tiWPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if greater [17-600] 1 Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18 -3;46.2d, 18-30.3] Cpl All existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST ppe , right-of-way m st11 ationroing at osed 50str' miniets um included m on all with proposed streets, on and street plan na and es profile �treet horizontal curve start point, end points and radii labeled, meeting standards KXul-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) A A Roundabouts designed per VDOT and ASHTO guidelines 14 k 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 ns for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections VStreet name signs at every intersection, typically placed opposite stop signs [should reference Cooky 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: mi 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 vals.) oposed 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 playr{Design Manual, Section 8} air Show 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. V Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. Reh1ining 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. 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 k' 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 width) easement. {Design Manual, section 6} / 10 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, toy�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 ico 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 VDOT 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] 1,0 Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pr sfile View: (applicable only to road or street plans) tationing at 50' minimum on all proposed streets, to match the plan view sheets Iproposed centerline CT"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 ri, abeled existing and proposed grade at each 50ft station point �rtical curves provided at all grade transitions eE�1 V rtical curve start, vertex and end points labeled V'Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required desjgh values Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, App. B) 4.1/ 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} 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) Pagel COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST fdross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and fil,.Wansition or sag curve � B' ie station of intersections are shown and labeled with the street names Grades are a maximum of 6% in turnarounds AIIii Grades are a maximum of 4% through roundabouts De ils and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) 'Pical sections for each street, street segment, or alley C�" ical sections for sidewalks and trails emarle County general construction notes for streets (reference) ' `affic generation and distribution summary(ADT's)with road networks .V-Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia] d'P vement widths meeting design standards vement crown at 1/4":1'y-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) t(I 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. VProposed 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 (G 2, GR-2A, etc.) irtycight-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/ rebb r reinforcement, with underdrains (UD-4, etc) per VDOT standards where applicable B"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- Dejail Back of Curbs in VDOT Road Design Manual Planting strip if applicable, 6' minimum width [14-422] AN Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections k Alleys have 12' pavement width, with 14' wide stone base [14-410] A Vransitioning 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] 1J11 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 N 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, the attached road plan contains all information required by this checklist. /„X11/ //lrl/ 1 1 1_o 6 ture of person c "p eting ch Mist Dat