HomeMy WebLinkAboutSUB201600033 Application 2016-02-05 , � Albemarle �� � y Community Development Departrr
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401 McIntire Road Charlottesville.VA 22902-4!
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Voice:(434)296-5832 Fax:(434)972-4
.3 Planning Application
PARCEL /OWNER INFORMATION
TMP 076M1-00-�jOOps-�002�ytA0 rs n Owner(s): N/A
Application # .718201 600033
PROPERTY INFORMATION
Legal Description I ACREAGE
Magisterial Dist. Scottsville Land Use Primary Forest
Current AFD Not in A/F District Current Zoning Primary Planned Development Shopping Center
[APPLICATION INFORMATION
Street Address Entered
Judy Martin
Application Type Subdivision Plat 2/5/2416
Project 5th Street Station-Bent Creek Pkwy Road Plans-Amendment
Received Date 02/04/16 Received Date Final Submittal Date 02/08/16 Total Fees 4
Closing File Date Submittal Date Final Total Paid 4
Revision Number
Comments
Legal Ad
SUB APPLICATION(s)
r. T pe Sub Apc:fication I Comment
APPLICANT/ CONTACT INFORMATION
ContactType l Name f Address ] CityState Zip Phone ] PhaneCt
Owner/Applicant P4/A
Primary Contact DANIEL R. HINES, P.E. o-28 B;ACLWE;; [ARL ;AME. STE. WARRENTON, VA. 20186 5403494500
New NEW ERA PROPERTIES, LLC PO BOX 1467 CHARLOTTESVILL 22902 4342454932
Applicant DAN TURCKER, S.). COLLINS, LLC 58 SOUTHWEST BROAD ST, ST FAIRBURN, GA. 30213 7706928300
Signature of Contractor or Authorized Agent Date
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Page1 COUNTY OF ALBEMARLE
APPLICATION FOR ROAD PLAN APPROVAL
Is this an amendment to an approved plan? Yes dNo ❑
Is this a revision or resubmission for review?Yes ❑ No CI
County File Number:SUB2013-179 (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 C
List Agencies:
Project Name: 5th Street Station - Bent Creek Parkway Road Plan
0076M1-00-00-002A0;0076M1-00-00-00260;
Tax map and parcel: 0076M1-00-00-004A0 zoning: PD-SC
Physical Street Address(if assigned):
Location of property(landmarks,intersections,or other):
Bent Creek Parkway
Contact Person(Who should we call/write concerning this project?): Daniel R. Hines, P.E.
Address 28 Blackwell Park Lane, Suite 201 City Warrenton State VA Zip 20186
Daytime Phone(540 ) 349-4500 E-mail dhinesObohlerena.com
Owner of Record New Era Properties, LLC
Address PO Box 1467 City Charlottesville State VA Zip 22902
Daytime Phone(434 ) 245-4932 E-mail alan.tavlor ar redlightmanagement.com
Applicant(Who is the Contact person representing?): Dan Tucker, S.J. Collins, LLC
Address 5B Southwest Broad Street, Suit City Fairburn State GA Zip 30213
Daytime Phone(770 ) 692-8300 E-mail danCasicollinsent.com
County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
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Page 2 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 I4 Subdivision of Land of the Albemarle County Code,and the Design Manual, and am
consenting tg.all correspondence from Albemarle County be in any of the following forms in writing;by first
class, , personal delivery, by fax or,by email.
2.--' \2-10 (.,, '
Signtyre of Owner,C ntract Purchaser,Agent Date
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. VOC±.- UCA-7---7 (e) n (e, -1 [ CD -13 c_
Print Name �` r Daytime phone number of Signatory
8.60 L5- 1
FOR OFFICE USE ONLY SUB# Ae Fee Amount S 11-0t)' t Date Paid . Q ,
By who?Be ,a 'a ` 'a Receipt# i b a Cilli 4 23 !� By: - 1
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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
O For each review of a submitted plan,including re-
views of revisions after plan approval =$400
VARIATIONS OR EXCEPTIONS
BEFORE APPROVAL OF A PRELIMINARY PLAT
U Variation to or exception from street interconnection requirements=$540
❑ Variation to or exception from one or more street standards=$540
❑ Variation to or exception from curb and/or gutter requirements=$540
AFTER PRELIMINARY PLAT APPROVAL AND
BEFORE FINAL SUBDIVISION PLAT APPROVAL
U Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au-
thorized after approval of a preliminary plat and before approval of a final plat=$830.00. Attach written justifica-
tion
AFTER FINAL PLAT APPROVAL
U Variation to or exception from any requirement of Chapter 14 for which a variation to or exception from is au-
thorized after approval of a final plat=$830.00. Attach written justification
SURETYBONDING
If required to construct a street,the subdivider shall pay to the county a fee equal to the cost of the inspection of the con-
struction of any such street.These fees shall be paid prior to completion of all necessary inspections and shall be deemed a
part of the cost of construction of the street for purposes of section 14-435(B).
The bond process and forms can be found at the document center under bonds.After a plan is approved,a bond estimate
request form must be submitted to the Community Development office with the required fee. The owner signatures will be
verified for each parcel affected,and estimates will be prepared by the engineering reviewer. A bond amount will be pro-
vided to the owner. Bond agreements will be prepared by the county,and when properly completed by the owner,will be
reviewed and signed by the County Attorney and County Engineer. Please allow a few weeks for this process.
`011.00 NNW
Page4 COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
A road or street plan is an engineered construction plan for a public or private road or alley. It also
contains necessary infrastructure for the road, like drainage inlets,pipes, ditches, culverts, residential
and commercial entrances, slopes,retaining walls, signs,pavement markings and any other items
necessary for the road.
A road plan must be a stand-alone document, and titled as a road plan. A road plan is not a site
plan, or a stormwater plan, or an erosion control plan. Please do not attach any other plans to the road
plan. The exception is when the Albemarle County Service Authority has insisted in some cases that
utility plans(water and sewer)be part of the road plans, and this has been permitted.
A road plan must contain a title sheet specifically for the road plan, a plan view of the road, a profile of
the road, and specific and typical details for the road sections. Please also reference the Design
Manual in addition to this checklist.
Application information:
Completed application and fees.No review is provided without applications and fees. Plans
containing both public and private roads should pay the higher fee for private roads.
8'Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ,
etc) [18-32.1.2, 14-311]
Title information:
VProject title. Titles should be appropriate. It should be a road or street plan,not a site plan,
subdivision plan, or erosion control plan, etc.
VProfessional seal,with original signature and date. t).l
(''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]
GYAccurate current existing topography at the time of submittal, including all existing site features, and
any recent disturbances, all at a legible scale.
IRDate 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.]
F1'WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if
greater [17-600]
N'Floodplain limits, including 100yr flood limits for any channel with a drainage area of 50+acres [18
-32.6.2d, 18-30.3]
ritAll existing easements(access, drainage, sight, sanitary easements, etc.) with deed book references,
locations and dimensions.
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Page5 COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
0' All proposed streets included,with right-of-way and street names
F Y Stationing at 50' minimum on all proposed streets, on plan and profile
[�^ Street horizontal curve start point,end points and radii labeled,meeting standards
Q''Cul-de-sacs provided on all dead-end streets or alleys(see the Design Manual reference details)
V'Street edge of pavement or curb radii labeled at all intersections and turnarounds(see the Design
Manual reference details)
V Roundabouts designed per VDOT and ASHTO guidelines
Guardrail over any slope steeper than 3:1, wall, or drop-off greater than 4',with start and end
sections labeled, and VDOT designations (GR-2, GR-2a, etc.) (see the VDOT Road Design Manual.
Guardrail placement is complicated and subject to a lot of judgement and variation. This is a quick rule
-of-thumb summary.)
C�Pavement markings dimensioned and labeled
i� Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections
QY Street name signs at every intersection,typically placed opposite stop signs [should reference
County Road Naming and Property Numbering Ordinance and Manual]
if Street tree locations, species and height or caliper(typically to be reviewed by Planning)
Grading:
F�( Proposed topography at minimum 2' contour intervals—tied into existing contours,as well as all
proposed site features. (Sites with less than 6' of grade change should consider using smaller contour
intervals.)
'Proposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8}
VProposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the
plan {Design Manual, Section 8}
F1' 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.
Pr-Retaining walls should be accurately shown on plans,reflecting material thickness and batter where
such measurements may affect layout.
Retaining Wall Plans checklist.
iVAny 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.
Rejiuired Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance,Article IV,Div. 4]
I� 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
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Page6 COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
[ A11 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}
VI•lo 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
maintenance of these will be required for approval.
Entrances and right-of-way improvements: [per VDOT Secondary Street Acceptance Requirements
(SAAR), and VDOT Road and Bridge Standards]
Only approved entrances are shown. Placing entrances on road plans should not be a way of
circumventing site plan review of entrance placement or number, or adequate review of traffic, spacing,
turn lanes, etc.
i"ll 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.
V-Commercial entrances do not exceed 4%grade for a distance of 40' from the intersected street,
measured anywhere in the entrance [18-4.12.17]
['Unobstructed sight distance lines at entrances, more than 10' x speed limit,plus next 5mph
increment. For example: sight distance for 25mph design speed limit= 10' x 25 +30=280'. See
VDOT Road Design Manual, App Bl, Sec. 3E
25' 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)
Profile View: (applicable only to road or street plans)
R'Stationing at 50' minimum on all proposed streets, to match the plan view sheets
[N-I%oposed centerline
r'r xisting 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.)
['labeled existing and proposed grade at each 50ft station point
(/Vertical curves provided at all grade transitions
r rcVertical curve start, vertex and end points labeled
Pr-Vertical curve length and K(or stopping sight distance) labeled at each vertex, meeting required
desire values
Rercent 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
gra e) {policy, follows ord. for travelways 18-4.12}
Pipe and utility crossings shown and labeled(ACSA has minimum clearances)
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Pagel COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
13"Cross drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and
fill transition or sag curve
WThe station of intersections are shown and labeled with the street names
GiGrades are a maximum of 6% in turnarounds
VGrades are a maximum of 4%through roundabouts
Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.)
"Fypical sections for each street, street segment, or alley
ypical sections for sidewalks and trails
Li/Albemarle County general construction notes for streets (reference)
NPFraffic generation and distribution summary(ADT's)with road networks
VPavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and
Secondary Roads in Virginia]
[(Pavement widths meeting design standards
( Pavement crown at 1/4":1' slope
RtPavement 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
b tter(CG-2 also acceptable if a gutter is not needed for drainage)
houlder at 1":1' slope or flatter and 4' or greater width for rural sections
/Maximum slopes of 2:1 or flatter with guardrail shown where applicable.
[Nr Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the
pl n
(�Guardrail over all fill slopes and culverts,with 3' additional shoulder,using VDOT designations
(GR-2, GR-2A, etc.)
[ 'Right-of-way/easement width, centered on street, meeting design standards
LJ,Sidewalk location and widths, minimum 5' width, 4"concrete surface,4" 21-A stone base with wire/
rebar reinforcement, with underdrains (UD-4, etc)per VDOT standards where applicable
R'Sidewalks shall not be less than 4 inches thick, except when used in conjunction with roll top curb,
in which case the thickness shall be 7 inches. See Section B(1)-4.G Curb and Gutter Designs, Figure 6-
Detail Back of Curbs in VDOT Road Design Manual
R'Planting strip if applicable, 6' minimum width [14-422]
R41 itches dimensioned at 3:1 slope from shoulder, I' depth min., and 4' min. width from shoulder to
ditch centerline, for rural sections
r4ileys have 12' pavement width, with 14' wide stone base [14-410]
ransitioning 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
L4idewalk detail or specification to be a minimum 4" stone base and 4"concrete of 3000psi at 28
days, or stronger. [VDOT App. B, Subdivision Street Design Guide, and 14-422]
Retaining wall details referenced from plan, if detailed plans and comps were not required. This is
only really applicable to standard VDOT gravity walls. Walls not affecting the road should not appear
on road plans.
I0• 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.
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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 roadlan contains all information required by this checklist.
2 / , / 6
Signa o $erson completing checklist Date
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