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HomeMy WebLinkAboutSUB201500111 Application Road Plan and Comps. 2016-05-04 Page 1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes eNo Is this a revision or resubmission for review?Yes No❑ County File Number: 5v6/,..015- pp (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 COY List Agencies: , Project Name CkZ`r�r c�2.\c Lan sci,\ Tax map and parcels 6(D - 3(D Oft (p A Zoning eY"\.— 1 Physical Street Address(if assigned): 5(.051-k Applicant er. ,V . �'i r� Oee ppimet k x / Street Address r•G . lD)( ( LIS City Gv3I'\otke,Sv Tel State v p. Zip Code V--$52-02 Phone Number Email Jess @ re tck.,dev. corn Owner of Record SR Otru l 0� t�SUr tp�t�� L LC Street Address 2_00 e c* 5t SU..,t lj City C c c k e ' 't t State V Zip Code 2:2.-C1 a Phone Number Email Contact(who should we contact about this project): . \.X.,51:11(\ Ot tTP\f Street Address O\ F. c.`�t\ ,1 5u2Att2 f t City Ch(Ct 2'SV \e. State \.)1>, Zip Code '2:2R o 1\ Phone Number Email J`U.`>C t1wn p -e-v\ �Y�QItiNee , co-n) 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 cones.: .: ce from Albemarle County be in any of the following forms in writing;by first class mail,by perso,. •-0-ry,by fax or,by email. ArAti. sig )6 Signature of Own s''Contract Purchas- ,Agent Date qvcsetr V Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount S .69'.Q(7 Date Paid <, )/,L Bywho . leceipt# 14 W6, ck# 1 4%J ByI?R (,L C Page 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=$269 a subdivision filed separately from a subdivision appli- cation=$720 ❑ For each review of a submitted plan,including re- views of revisions after plan approval =$430 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT O Variation to or exception from street interconnection requirements=$581 ❑ Variation to or exception from one or more street standards=$581 ❑ Variation to or exception from curb and/or gutter requirements=$581 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=$892.00. 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=$892.00. 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 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yeso Is this a revision or resubmission for review?Yes No [_] County File Number: 503 15 oo t I (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 Q' List Agencies: Project Name CHESTE 1 E L9 LMW I N Tax map and parcels 5C0-111? A Zoning eik-t Physical Street Address(if assigned): 5100 J t),V\K Nig 1t PC1 E Applicant1� E 1'� VT"- �E�1 EL01"M E rl"f 5 Street Address T.(• '51::5?‹ CD L City Ckk Kikt.e`CTE5V l L L E State V c Zip Code 'ZIA o Phone Number Email J 1_55 w rRTV tV. cLivk Owner of Record 5I4k GI-1 A'RLOT11 V t LLE L L C Street Address 1-00 GA A i R E T T 5 U 17 t rj city CNIVP. 1-01"T E5V t LLE State VA Zip CodetiO Phone Number Email Contact (who should we contact about thisn`project): J UST L c1 Iii J \ i M? � 11' Street Address ' E M ST 1 S ) 1 E City -1 kikLO1-1-E6V 1 LLE State Zip Code q a Phone Number Lt,_%5'1" � 2�,- We-- 5\ 4 6 ` I / Email \ '\ 5`f=1 ENG ) riE�11 . C1 1C>IM 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 co• - •andence from Albemarle County be in any of the following forms in writing;by first class mail,by .-livery,by fax or,by email. AlbIilZ1c Signature s Owner, Contract Purchase Agent Date • w LISq-221— S'I Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ 2/..0 1 °° Date Paid I t 113 l l5 By who?(t C Zi* ?Qf+NorS Receipt# 2-2-17— Ck# !21 By: F .4-- LL Page 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=$269 a subdivision filed separately from a subdivision appli- cation=$720 ❑ For each review of a submitted plan,including re- views of revisions after plan approval =$430 VARIATIONS OR EXCEPTIONS BEFORE APPROVAL OF A PRELIMINARY PLAT ❑ Variation to or exception from street interconnection requirements=$581 U Variation to or exception from one or more street standards=$581 U Variation to or exception from curb and/or gutter requirements=$581 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=$892.00. 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=$892.00. 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 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. Augication information: V Completed application and fees. No review is provided without applications and fees. Plans containing both public and private roads should pay the higher fee for private roads. Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, tc) [18-32.1.2, 14-311] Ti information: Pr•'-ct title. Titles should be appropriate. It should be a road or street plan, not a site plan, su•.ivision plan, or erosion control plan, etc. Pzraessional seal,with original signature and date. [18-32.6.1] Content: The road plan must contain, for each road/street/alley, at a minimum 1. a plan view, customarily at 1"=50' or better. 2. a profile view 3. a typical cross-section Pl View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR] Accu a current existing topography at the time of submittal, including all existing site features, and any cent 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 problewhere early or mass grading plans have occurred previously. In these cases, the topography ne s to be updated.) j m WP buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if gr er [17-600] Floo a plain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18 -3 ..2d, 18-30.3] 15 All existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references, locations and dimensions. Page COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST oliproposed streets included, with right-of-way and street names Q" ationing at 50' minimum on all proposed streets, on plan and profile e t horizontal curve start point, end points and radii labeled, meeting standards �V 1-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) i.V:INRoundabouts designed per VDOT and ASHTO guidelines ClGuardrail over any slope steeper than 3:1, wall, or drop-off greater than 4', with start and end d'ections 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.) tOpitement markings dimensioned and labeled Vgns for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections Str name signs at every intersection, typically placed opposite stop signs [should reference Co ty Road Naming and Property Numbering Ordinance and Manual] Str tree locations, species and height or caliper(typically to be reviewed by Planning) Gr ing:• Proposed topography at minimum 2' contour intervals—tied into existing contours, as well as all propos site features. (Sites with less than 6' of grade change should consider using smaller contour int als.) posed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8} Pro osed 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 critical slopes are not disturbed,unless a waiver or exemption has been granted for the disturbance. 1� Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. etaining Wall Plans checklist. 1.1, 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 wired Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance, Article IV, Div. 4] d All proposed permanent easements, dimensioned and labeled Examples of easements are: • sidewalk easements for sidewalks to be maintained with streets outside right-of-way. It is preferable that sidewalk be inside street right-of-way. • drainage easements for any drainage passing through the site from off-site, or for drainage crossing proposed property lines. • stormwater management easements over all facilities and associated structures and access • interparcel access easements • intersection or entrance sight easements Page 6 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST 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} FI pro 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 es and right-of-way improvements: [per VDOT Secondary Street Acceptance Re irements (SSAR), 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, toanes, etc. B 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 cot61 fine grading of asphalt and sidewalks. VCommercial entrances do not exceed 4% grade for a distance of 40' from the intersected street, me cured anywhere in the entrance [18-4.12.17] B"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 VDJOT Road Design Manual, App Bl, Sec. 3E 25' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access Mzgement Regulations and Standards] ?1 Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pro a View: (applicable only to road or street plans) tioning at 50' minimum on all proposed streets, to match the plan view sheets oposed centerline Exi ting ground centerline (Historically, the existing centerline was field surveyed, but this is ha r •ening much less with current aerial topography. This may be requested if inaccuracies are noted.) 1icaleled existing and proposed grade at each 50ft station point curves provided at all grade transitions rtical curve start, vertex and end points labeled VVertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required des' values rurPercent grades labeled for all road segments, meeting design values (VDOT Road Design Manual, �pp B) 1. Lural 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 {policy, follows ord. for travelways 18-4.12} Pipe and utility crossings shown and labeled(ACSA has minimum clearances) Page 7 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST Pl Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and fill a ition or sury e station of intersecagc etions are shown and labeled with the street names Grades are a maximum of 6% in turnarounds /Grades are a maximum of 4%through roundabouts Det ' s and Sections: (reference VDOT Road Design Manual, or Sub. Ord.) aft<VT cal sections for each street, street segment, or alley vizAelb7al sections for sidewalks and trails emarle County general construction notes for streets (reference) ri jtZ affic generation and distribution summary(ADT's)with road networks av-ment designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Se .n. . Roads in Vir..inia] ii ' .vement widths meeting design standards In P ement crown at 1/4":1' slope P vement surface,base, and sub-base thicknesses and materials Curb and gutter where applicable with VDOT designation(CG-6), and stone base of 6" 21-A or bet (CG-2 also acceptable if a gutter is not needed for drainage) Ioulder at 1":1' slope or flatter and 4' or greater width for rural sections ximum slopes of 2:1 or flatter with guardrail shown where applicable. w . roposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the lan uardrail over all fill slopes and culverts, with 3' additional shoulder, using VDOT designations 2 GR-2A, etc.) .ght-of-way/easement width, centered on street, meeting design standards Sidewalk location and widths, minimum 5' width, 4"concrete surface, 4" 21-A stone base with wire/ rebA 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- DalfBack of Curbs in VDOT Road Design Manual Planting strip if applicable, 6' minimum width [14-422] 'l\ Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections j 'All s have 12' pavement width, with 14' wide stone base [14-410] ll1ti ansitioning 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] OP-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. tklJRural 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 my, ledge,the attac -d road plan contains all information required by this checklist. ti/ 11 :11 ature of person , • ple ecklist Date Albemarle CountyCommunity Development Department 401 Mclntirr lad Chart ottesville,VA2 -4596 Planning Application Voice4}296-5832 Fax:(434)972-4126 PARCEL/OWNER INFORMATION �r TMP 05600-00-00-03600 6t -03600 Owner(s): FRANK,ANN JARMAN i WALTER PI JARMAN JR EL GEORGE BURl Application* SUB2OI 4O 11 PROPERTY INFORMATION Legal Description I ACREAGE I Magisterial Dist. White Halljjj -- Land Use Primary Residential--Single-family(Incl.modular hon " Current AFD Not int A/F Dist rtcC ;t] Current zoning Primary[1 Residential APPLICATION INFORMATION Street Address 5700 JARMAN RDG CROZET,22932 Entered By Emily Lantz Application Type [Subdivision Plat fii 2015 Project Chesterfield Landing— Road Plans Received Date 06/19115 Received Date Final Submittal Date 06/22/15 Total Fees 250 Closing File Date Submittal Date Final Total Paid 250 Revision Number Comments Legal Ad SUB APPLICATION(s) Ne+rte lle tt5 ......_._ .. i. a APPLICANT /CONTACT INFORMATION Ccntact?ype Name Address CityState Zip Phone filaneCall r $ Nk,ANN N TERtN i 9 HttNTERS TRML I WCA4r*NESBQRCi%kA 1,F:29.40 Primary Contact JUSTIN SHIMP 201 E MAIN ST SUITE N CHARLOTTESVILL 22902 Signature of Contractor or Authorized Agent Date Page 1 COUNTY OF ALBEMARLE APPLICATION FOR ROAD PLAN APPROVAL Is this an amendment to an approved plan? Yes Li No / Is this a revision or resubmission for review? Yes J 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 H No List Agencies: Project Name: C N EST E'RF t.E($7 L1J4C91 C-Z Tax map and parcel: 5-6- 36 k- 5(p-3(pp. Zoning: ',- Physical Street Address(if assigned): 516C� J1 1 RI\{a 'R ID E Location of property(landmarks,intersections,or other): cRbze-r AVE '$ETW F.N LONCGMOt•1T V'R t REA'2Sws Ti RtvE Contact Person(Who should we call/write concerning this project?): ,U5 T I N S(-4 TJl P Address_pot F MALI 5T1 sr E M City Cly P r&t b TES ,ate State \IA Zip 22i01, Daytime Phone( ) E-mail ,Susk't r enir y-¢,rnqne.e-finq, co r n Owner of Record fik/ CvK At4N J & KENNTEI4- W L WRL'TER M. J Address cj I�1 U I IT E'RS -mt. L City why Nies t 1 State V) Zip 22' 1‘O Daytime Phone( ) E-mail Applicant(Who is the Contact person representing?): 5 M CN ATALG' TES V 1 LLE I L L C Address 260 Ci A1.'R cr sT% srtE-5 City C NA tRICYCTE-sv t U..6tate y J} Zip e2.2f oZ 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 Ci:..� 4 Subdivision of Land of the Albemarle County Code,and the Design Manual,and am consentin: . a 1 cone•.ondence from Albemarle County be in any of the following forms in writing;by first class m.. ,by perso 'delivery,by fax or,by email. Agri � JiI6 Signat e of Owner,Contract Purch.•-r,Agent Date ItYt 111 s1go Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SUB# Fee Amount$ 95-0 C UJ Date Paid 6 -- 19- 1S- By SBy who? CCOZ.c..-}. AU z . 'SReceipt# (CX)35'1 Ck# I 10 By: S g— 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 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. Sol, *ftrOof 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. Ap Plication information: Ise 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. tlii Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ, etc) [18-32.1.2, 14-311] Tit information: r ject title. Titles should be appropriate. It should be a road or street plan, not a site plan, su division plan, or erosion control plan, etc. ,Professional seal,with original signature and date. [18-32.6.1] $4 Content: The road plan must contain, for each road/street/alley, at a minimum 1. a plan view, customarily at 1"=50' or better. 2. a profile view 3. a typical cross-section Pl n View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR] M Ac urate 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 prob em where early or mass grading plans have occurred previously. In these cases,the topography n ds to be updated.} W O buffer limits; 100' from stream or wetland bank,200' from reservoirs, or floodplain limit if gr ter [17-600] Fl odplain 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. ern/ ti siOl Page 5 COUNTY OF ALBEMARLE / ROAD PLAN CHECKLIST Loll proposed streets included,with right-of-way and street names VS' tationing at 50' minimum on all proposed streets,on plan and profile treet horizontal curve start point, end points and radii labeled,meeting standards ul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details) Wr Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design Manual reference details) 41xLl Roundabouts designed per VDOT and ASHTO guidelines Ixo.I1 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.) W yavement markings dimensioned and labeled / igns for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections i1 Street name signs at every intersection,typically placed opposite stop signs [should reference Coity Road Naming and Property Numbering Ordinance and Manual] I /St et tree locations, species and height or caliper(typically to be reviewed by Planning) Gr ding: 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 inrvals.) Vproposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8} Cd' Pr posed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the pl {Design Manual, Section 8} Show existing critical (steep) slopes on plans(See County GIS, Steep Slope Overlay). Existing critical slopes are not disturbed, unless a waiver or exemption has been granted for the disturbance. tiIlk Retaining walls should be accurately shown on plans, reflecting material thickness and batter where such measurements may affect layout. Retaining Wall Plans checklist. Nllil 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 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 76ill 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} Lel structures or trees within drainage easements {Design Manual, section 6} C�'Label drainage easements beyond public rights-of-way as `Private'. A deed of easement for the Yg Y 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, tu%lanes, etc. it 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. 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] f7 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 VI�T Road Design Manual, App B1, Sec. 3E X25' minimum radii on entrances(or per VDOT requirements, typically 25'-35') [per VDOT Access Management Regulations and Standards] ❑ Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane widths) Pryfile View: (applicable only to road or street plans) Stationing at 50' minimum on all proposed streets,to match the plan view sheets /yroposed centerline B 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.) ViLabeled existing and proposed grade at each 50ft station point 'yertical curves provided at all grade transitions vertical curve start,vertex and end points labeled g Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required de3ign values g Percent grades labeled for all road segments, meeting design values(VDOT Road Design Manual, App. B) 011,171 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 driftage. {policy, following VDOT practice} Street grade is less than 4% for a minimum of 40' from the edge of pavement of the intersected stree . (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) 011101 .*oral Page7 COUNTY OF ALBEMARLE ROAD PLAN CHECKLIST I3 ross drain locations shown and labeled with VDOT designations(CD-1,2)at every major cut and fil ansition or sag curve The station of intersections are shown and labeled with the street names 4 Grades are a maximum of 6% in turnarounds *c❑ Grades are a maximum of 4%through roundabouts De ds and Sections: (reference VDOT Road Design Manual,or Sub. Ord.) �ypical sections for each street, street segment, or alley C�' ical sections for sidewalks and trails emarle County general construction notes for streets ZrTraffic generation and distribution summary(ADT's)with road networks Q'Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and Sefsndary Roads in Virginia] tpavement widths meeting design standards C�'pavement crown at 1/4":1' slope ii(F>vement surface,base, and sub-base thicknesses and materials C'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) 11.11V 1. Shoulder at 1":1' slope or flatter and 4' or greater width for rural sections ximum 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 plan ryjcGuardrail over all fill slopes and culverts, with 3' additional shoulder,using VDOT designations (G -2, GR-2A, etc.) y"ght-of-way/easement width, centered on street, meeting design standards ['Sidewalk location and widths,minimum 5' width,4"concrete surface, 4"21-A stone base with wire/ reb reinforcement,with underdrains(UD-4, etc)per VDOT standards where applicable ru/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 afl Back of Curbs in VDOT Road Design Manual pp�� lanting strip if applicable, 6' minimum width [14-422] WI Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to ditch centerline, for rural sections 1fl A iys have 12' pavement width, with 14' wide stone base [14-410] 7 r 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 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] 4IbRetaining 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. Ail] 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 roadlplan contains all information required by this checklist. a ic2- CP 1 WSJ 2-0 1S i nature ofperson com le ng ` g p chec ist Date