HomeMy WebLinkAboutSUB201500116 Application Road Plan and Comps. 2015-06-23 Albemarle CoL' 'y
Planning Application
PARCEL OWNER INFORMATION _.
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PROPERTY INFORMATION
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APPLICATION INFORMATION
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Pr,_Iet Whittington - Phase A - Road Plans
Date 306/22/15 Pe:e .e� _at_:{e+at ,_...._ ._....__.. .. 5,1brmtta: Date!-06/22/1,5 __I T,ta€=Fes 250
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New Public Use Road Plan 06/22/15
;APPLICANT /CONTACT INFORMATION _
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Pagel COUNTY OF ALBEMARLE
APPLICATION FOR RO D PLAN APPROVAL
Is this an amendment to an approved plan? Yes No
Is this a revision or resubmission for review? Yes No
County File Number:'50& ZOO ` OCJO2-49. (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: W�Y]r4/ f��`C� ' ()hat A
Tax map and parcel: `tiO-3 Zoning: ri
Physical Street Address(if assigned):
Location of property(landmarks,intersections,or other). ofF Old Lye((Li h f { .co
r/t-t4'I•ly► -t— e tvic .5W7 Mo i r Su'+c ,viS
y (..=,
Contact Person(Who should we call/write concerning this roject?): HI Kei mitt-3
Address 17 Z S- S City W(01 tJ V 111� 1 /^^ /�
�� �� ty � � State V!'t" Zip ?/�l
Daytime Phone 6 V ".7g-0 11) E-mail Mkniell5e d 04/f,4 t4 e/r , `v/j
Owner of Record pi 6 )140 f hLu( i4170(110 A L.1
Address 11111 5 /1VI A RO4( amity 651ii) State VA Zip 1,C)1 a
Daytime Phone(t3 ` ) '7 5- / 4 4 c E-mail S u1I I I V Swe s+a is wpri f 1Y.) , /0/0
Applicant(Who is the Contact person representing?): `Jot/kC__ 4S Ot.v'(t.er/
Address City State Zip
Daytime Phone( ) E-mail
County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126
Paget COUNTY OF ALBEMARLE
APPLICATION FOR ROAD PLAN APPROVAL
Owner/Applicant Must Read and Sign
The foregoing information is complete and correct to the best of my knowledge. I have read and understand the
provisions of Chapter 14 Subdivision of Land of the Albemarle County Code,and the Design Manual,and am
consenting to all correspo dence from Albemarle County be in any of the following forms in writing; by first
class mail, by per onal ' ivery,by fax or,by email.
..ice 6 -(9 ( c
Signature . Owner,Contract Purchas , Agent Date
./Irc-4tAd k (3-
770 (13(4-97
Print Name Daytime phone number of Signatory
FOR OFFICE USE ONLY SUB# 90 11 —D Ledo) Fee Amount$ 3,5-0 3"i Date Paid C -,-)` 15-
By who? 5-10•1k(7/ Mw/tV\ Receipt# ( 0 S6 0 no I Cl 6 t151 By: (C-
:r
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.
*maw New"
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 Ication information:
Completed application and fees. No review is provided without applications and fees. Plans
r4ntaining 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]
Ti information:
Project title. Titles should be appropriate. It should be a road or street plan, not a site plan,
sOdivision plan, or erosion control plan, etc.
Professional seal, with original signature and date. ( I _ ' , 1 I
/ 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
P1941 View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR]
' A. urate current existing topography at the time of submittal, including all existing site features, and
a 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
nee to be updated.}
W buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if
gre er [17-600]
Floodplain limits, including l OOyr 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.
Page5 COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
i,! 1 proposed streets included, with right-of-way and street names
at 50' minimum on all per streets, on plan and file
a-et
horizontal tinning curve start point, end ropose points and radii labeled pro meeting standards
Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details)
�treet edge of pavement or curb radii labeled at all intersections and turnarounds (see the Design
Maial reference details)
VRoundabouts 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.)
Pavement markings dimensioned and labeled
/igns for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections
YStreet name signs at every intersection, typically placed opposite stop signs [should reference
County Road Naming and Property Numbering Ordinance and Manual]
(/street tree locations, species and height or caliper(typically to be reviewed by Planning)
Grading:
Proposed topography at minimum 2' contour intervals—tied into existing contours, as well as all
proposed site features. (Sites with less than 6' of grade change should consider using smaller contour
intels.)
VP oposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8}
roposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the
plan esign Manual, Section 8}
how 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.
R ining Wall Plans checklist.
(y ny walls supporting roads or necessary infrastructure require engineered plans (not generic
anufacturer'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 fired Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance, Article IV, Div. 4]
_/ A11 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
lime ero
Page6 COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
All ramage easements are a mmimum 20' w 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
asement. {Design Manual, section 6)
structures or trees within drainage easements {Design Manual, section 6;
abel drainage easements beyond public rights-of-way as `Private'. A deed of easement for the
maintenance of these will be required for approval.
Ent annes 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
c
irc venting site plan review of entrance placement or number, or adequate review of traffic, spacing,
ito lanes, etc.
All entrances have a VDOT designation [PE-1, CG-9a, etc). In the case of dense residential
dev lopment, concrete entrance aprons are important to continue drainage on the street side, and to
ntrol fine grading of asphalt and sidewalks.
C mmercial entrances do not exceed 4% grade for a distance of 40' from the intersected street,
m asured anywhere in the entrance [18-4.12.17]
Unobstructed sight distance lines at entrances, more than 10' x speed limit, plus next 5mph
increment. For example: sight distance for 25mph design speed limit= 10' x 25 + 30 =280'. See
VD/OT Road Design Manual, App B1, Sec. 3E
25' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access
Magement Regulations and Standards]
Turn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane
widths)
Pr de iew: (applicable only to road or street plans)
S Toning at 50' minimum on all proposed streets, to match the plan view sheets
roposed centerline
Existing ground centerline(Historically, the existing centerline was field surveyed, but this is
hap ening much less with current aerial topography. This may be requested if inaccuracies are noted.)
abeled existing and proposed grade at each 50ft station point
_eztical curves provided at all grade transitions
l/Vertical curve start, vertex and end points labeled
/Vertical curve length and K (or stopping sight distance) labeled at each vertex, meeting required
design values
A'ercent grades labeled for all road segments, meeting design values (VDOT Road Design Manual,
App. B)
/jKural street intersections continue the-2% intersected cross grade for a minimum of 20' from the
dge of pavement of the intersected street. A low point is provided off the intersected street for
dr inage. {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
grade) {policy, follows ord. for travelways 18-4.12)
i/Pipe and utility crossings shown and labeled (ACSA has minimum clearances)
vier ,r„
Page7 COUNTY OF ALBEMARLE
/ ROAD PLAN CHECKLIST
Cr ss drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and
fi r nsition or sag curve
- station of intersections are shown and labeled with the street names
ades are a maximum of 6% in turnarounds
Grades are a maximum of 4%through roundabouts
Details and Sections: (reference VDOT Road Design Manual, or Sub. Ord.)
ypical sections for each street, street segment, or alley
4Pical sections for sidewalks and trails
.1bemarle County general construction notes for streets (reference)
PIraffic generation and distribution summary(ADT's)with road VPavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and
Se n ry Roads in Virginia]
vement widths meeting design standards
9 ment crown at '/":1' slope
ment surface, base, and sub-base thicknesses and materials
Curb and gutter where applicable with VDOT designation (CG-6), and stone base of 6"21-A or
better(CG-2 also acceptable if a gutter is not needed for drainage)
,shoulder at 1":1' slope or flatter and 4' or greater width for rural sections
aximum slopes of 2:1 or flatter with guardrail shown where applicable.
Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the
playa
Guardrail over all fill slopes and culverts, with 3' additional shoulder, using VDOT designations
(9R-2, GR-2A, etc.)
ight-of-way/easement width, centered on street, meeting design standards
Sidewalk location and widths, minimum 5' width,4"concrete surface,4"21-A stone base with wire/
r5bar 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-
Deail Back of Curbs in VDOT Road Design Manual
/,Planting strip if applicable, 6' minimum width [14-422]
/ Ditches dimensioned at 3:1 slope from shoulder, 1' depth min., and 4' min. width from shoulder to
ditch centerline, for rural sections
,Alleys have 12' pavement width, with 14' wide stone base [14-410]
2ransitioning 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
7 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]
/taining wall details referenced from plan, if detailed plans and comps were not required. This is
only really applicable to standard VDOT gravity walls. Walls not affecting the road should not appear
on road plans.
/Rural section ditches may not be deep enough for 15"diameter culverts within the ditchline if the
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 as e referenced firm submitting this road plan for approval,I hereby state that,to the best of
my knowled_ a•. es . .i plan contains information required by this checklist.
, i�%� �v-lcl
Signatu � j erson completing checklist Date
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