HomeMy WebLinkAboutSUB201500123 Application Road Plan and Comps. 2015-07-07 Albemarle Co `ty
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Application# SU8201500123 i
PROPERTY INFORMATION
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Le.a1 Clec:r„ ;nr. :OLD TRAIL PARENT TRACT
ma;sterlat C:;t. White Hall e f ,.and Use Pnma,,, Commercial ■
C• Trent:-C Not in A/F District L.,; 3 ^ ,. Rural Areas
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APPLICATION INFORMATION
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P'oje:t Old Trail Village - Block 27 - Road Plans
Pece€xed Date 07/02/15 - s._�_._. _..._
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SUB APPLICATION(s)
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Page1 COUNTY OF ALBEMARLE
APPLICATION FOR ROAD PLAN APPROVAL
Is this an amendment to an approved plan? Yes No i1
Is this a revision or resubmission for review?Yes " No "vf
County File Number: SD P2_0(5000 1 5 (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 b!
List Agencies:
Project Name: OW Trail V I(l a9 e B I O C 27
Tax map and parcel: 55 E- l — p( Zoning: ZMf9 —01 0Z4
Physical Street Address(if assigned):
Location of property(landmarks,intersections,or other): r'-e r j( {�0 115 o-F w e m e
Betsy-owe. S-tree-b, (mod Sot" Vlet,i) Drive
$itt led oe*-k-e-r and
Contact Person (Who should we call/write concerning this project?): C,VI ri S Nlu l 119cu-1
Address city Mont ceilo City Una r(c-l-t5Vt((zState Vp Zip 22902
B L be rouda.Poc,t5k- Lovi
Daytime Phone(431.4) `177- 0205 E-mail (;,M u 11i cJ'o--i G roudck_loush, C,olvl
Owner of Record MarCk Mouvitulti Proper-41 es LA-C.,
SUoIe icc'
Address 1005 l-feal Iiier"CrUi torei y (XUZC, State v Zip 22c/32.
Daytime Phone(7oZ) o]05-- q'QbB E-mail d av e.(t ai t irct I I V i Hale- Co rm
Applicant(Who is the Contact person representing?): 0 Zie, Piroc -rna-in
u++e ►oc,
Address tool l4ea ierc- 4 ,rctp City Cr°Z.e.:7t2 State \/FA- Zip 22932
Daytime Phone(701) 9X35•- ` .08 e E-mail el av e o i d-tra l I V i I t acj e... Co m
County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
,.
Page2 COUNTY OF ALBEMARLE
APPLICATION FOR ROAD PLAN APPROVAL
Owner/Applicant Must Read and Sign
The foregoing information is complete and correct to the best of my knowledge. I have read and understand the
provisions of Chapter 14 Subdivision of Land of the Albemarle County Code, and the Design Manual,and am
consenting to all correspondence from Albemarle County be in any of the following forms in writing; by first
class mail,by personal delivery,by fax or,by email.
CahljA--- TDCu:,. 7- i - I s"
Signature of Owner,Contract Purchaser,Agent Date
Ralei9if► Davis i13y- x-77- az_ vs-
Print Name Daytime phone number of Signatory
FOR OFFICE USE ONLY SUB# Fee Amount$ OC).O 0 Date Paid Z I/
By who? fWG(Cll / lif 14 4 i y) Receipt# )Ob CO 3 Ck# 2.1 cc 7 By: .L.JZ..
7,-.7er+,e5, ACC
.ftwe Nor
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 requi red for all submittals
Public Street Fees Private Street Fees
r•Jt]For each review of a submitted plan,including re- 1 I I 1 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
11V/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
n Variation to or exception from street interconnection requirements=$540
11 ❑ 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
CI 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
[11 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.
paie , COUNTY OF ALBEMARLE
APPLICATION FOR ROAD PLAN APPROVAL
Is this an amendment to an approved plan? Yes No I/
Is this a revision or resubmission Ibr review? Yes it No
County File Number: 6 U 2 0 1'5001 13 (to be provided by County Jr 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
I lave you submitted plans separately to any agencies listed above? Yes 1 No
List Agencies: CIIV,-) !_ryloocie.. Cciu rittl \] Clurkicior C-f)VA) (L1(1
v c.c> --pc4 k "V)pcAb ci C V t) r)
Project Name: D Tyyx k (:,\ c.,,k4.
Tax map and parcel: 15 —01 -- n zoning: zm o -
Physical Street Address(if assigned):
Location of property(landmarks,intersections,or other): Tal-tY-3 t c;-ki n S of it h tat, e VU
.e)k v-nve. 5).1ee*- (14-)(' eica-Ci
Contact Person(Who should we call/write concerning this project?): CA-1 t\slo,A Ilk'9 c.„v-.1
Address 1 I ti cc. to,-.A. City C.,.4-vivt Itt State \‘) Zip ZZ(1 02..
Coi.A (Lb
Daytime Phone( ) 1 77 0 C;E-5. E-mail e A (1.-ri
Owner nf Record NA a ti (VI 0 LA11 ta,(V1 0 V) LL„.C,
iAtirt WC,
Address I CAlleCity CV)7 State Vici Zip 9 32_
Daytime Phone(702) ct 9 E-mail (1(1 V(7. taliCA‘i
Applicant Who is the Contact person representing?): nyc,Cic.
kco
Addrcss (-)(Y.F5 I-1 ei atin ett('.v1:2-ck. cY1City State \)A Zip 2, 5 I
Daytime Phone(702.) c)f'.3 - Pa E-mail ci iIJ e 4:2 0 itYtU Jt't e, ovy,
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 I4 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.
E(;.'} i'..1.: l/L.- t ) t o t 10 I e'.5
Signature of Owner,Contract Purchaser,Agent Date
. C e (Vik D(ik 5 t-) - (177 - 0 ' 05
Print Name Daytime phone number of Signatory
FOR OFFICE USE ONLY SUB# Fee Amount S�OO,00 Date Paid ibiThr
Mel By who? 1 t/el(Go) 01201.0 44 ✓) Receipt#t )°)CO( 0,4 222_ y By: PO
?'op c -h s) L( C
Niro-
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
d 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
51 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? \YR ❑No`
Is this a revision or resubmission for review?Ya`B'No ❑
County File Number: ` 015c:CAS l. Z 3(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: /51-Nr Neg N(Gtet, 1`O «MEftht
Project Name OLD -C-Au--- UL
Tax map and parcels S..C5 - !J t -Ai
Zoning Z-f'l A"d 4 -'0-2 4
Physical Street Address(if assigned):
Applicant `VDc■1� ,- -7(2_
l
Street Address l 005 -- L lei. L t-C, 50 i"rt• 16
City L-12-0 Z6-T State UA Zip Code Z Z`1 3z-
Phone Number 1C1---
Email C - e, Ot-t t(2A
Owner of Record RPci2c kx n1-&D31:-rAt&S
Street Address f)04 a-c4_ -1 S d I C,(06
City State V 4 Zip Code Z---Z--61 5 Z
Phone Number -102-- Q
Email CA 01,14-c ik.:3 • (i,nn
Contact (who should we contact about this project):e•-we..( tiko LL-(Gtr I 15(Lt_L{ '5t'C°(
Street Address ct(4 °M 0,,D
City 6/11/4/L1-L.C.- State I�r Zip Code 2-Z-41 d Z_
Phone Number 4r'' ti-/ ^ C Z c05
Email G .;LA CO OAc� 9 tA.,0 Y1 -C�Oil.
U County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
Pogo 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 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.
(r.3 j2(
Sign41/1
Owner, Contract chaser,Agent Date
R LicE-= k6- 434 — q17- 0 Z65
Print Name Daytime phone number of Signatory
FOR OFFICE USE ONLY SUB# Fee Amount S�° ()_ z" Date Paid 3 I
By who?Rt (1(111 i h V,th Receipt# 121 ! ck# 20,&-b By:
4 N'Y, ! we.
Page 8 COUNTY OF ALB E MARLE
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
LI 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
❑ 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 4 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 lication information:
ompleted 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.
J j( Copies of federal and state permits for any wetland or stream disturbance. (Army Corps, VDEQ,
etc) [18-32.1.2, 14-311]
Title information:
1.40' roject 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.
'rofessional seal, with original signature and date. I I X-.i2 .I I
ontent: The road plan must contain, for each road/street/alley, at a minimum
1. a plan view, customarily at 1"=50' or better.
2. a profile view
3. a typical cross-section
Plan View: [18-32.6.2, 14-304, Subdivision Ordinance Article IV Division 2, VDOT SSAR]
Accurate current existing topography at the time of submittal, including all existing site features, and
any recent disturbances, all at a legible scale.
00Date 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.)
if:WPO buffer limits; 100' from stream or wetland bank, 200' from reservoirs, or floodplain limit if
eater [17-600]
�DFloodplain limits, including 100yr flood limits for any channel with a drainage area of 50+ acres [18
L-32.6.2d, 18-30.3]
ca11 existing easements (access, drainage, sight, sanitary easements, etc.) with deed book references,
tions and dimensions.
VIEW 411111e
Paw)5 COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
2All proposed streets included, with right-of-way and street names
YP Stationing at 50' minimum on all proposed streets, on plan and profile
Y' Street horizontal curve start point, end points and radii labeled, meeting standards
4Q Cul-de-sacs provided on all dead-end streets or alleys (see the Design Manual reference details)
P Street edge of pavement or curb radii labeled at all intersections and turnarounds (see the Design
Manual reference details)
Roundabouts designed per VDOT and ASHTO guidelines
Guardrail over any slope steeper than 3:1, wall, or drop-off greater than 4', with start and end
sections labeled, and VDOT designations (GR-2, GR-2a, etc.) (see the VDOT Road Design Manual.
Guardrail placement is complicated and subject to a lot of judgement and variation. This is a quick rule
-of-thumb summary.)
\Pavement markings dimensioned and labeled
)1 Signs for traffic control shown and labeled: speed limit on all streets, stop signs at all intersections
Street name signs at every intersection, typically placed opposite stop signs [should reference
County Road Naming and Property Numbering Ordinance and Manual]
gStreet tree locations, species and height or caliper (typically to be reviewed by Planning)
Grading:
.SPProposed 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.)
•#'roposed slopes are all 2:1 (horizontal:vertical) or flatter {Design Manual, section 8}
\LOProposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the
plan {Design Manual, Section 8}
how existing critical (steep) slopes on plans (See County GIS, Steep Slope Overlay). Existing
critical slopes are not disturbed, unless a waiver or exemption has been granted for the disturbance.
Retaining walls should be accurately shown on plans, reflecting material thickness and batter where
such measurements may affect layout.
Retaining Wall Plans checklist.
pAkny walls supporting roads or necessary infrastructure require engineered plans (not generic
manufacturer's details) and computations. {Design Manual, section 8} This will also be required where
walls are close to property lines and there is the danger of affecting neighboring property, either during
construction, with later failures, or with pedestrian or vehicle safety. These concerns can be alleviate
with layout spacing also. In any case, retaining walls will require building permits at construction.
Required Easements: [Zoning Ordinance 18-32.7.4, Subdivision Ordinance, Article IV, Div. 4]
PAll 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
Pages 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}
)10 structures or trees within drainage easements {Design Manual, section 6}
mLabel drainage easements beyond public rights-of-way as `Private'. A deed of easement for the
aintenance of these will be required for approval.
Entrances and right-of-way improvements: [per VDOT Secondary Street Acceptance
Requirements (SSAR), and VDOT Road and Bridge Standards]
my 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.
X 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.
ommercial entrances do not exceed 4% grade for a distance of 40' from the intersected street,
measured anywhere in the entrance [18-4.12.17]
lnobstructed 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
6)25' minimum radii on entrances (or per VDOT requirements, typically 25'-35') [per VDOT Access
Management Regulations and Standards]
pJ..('furn and taper lanes where applicable with lengths and widths labeled (taper at 12:1 with 12' lane
widths)
P ofile View: (applicable only to road or street plans)
tationing at 50' minimum on all proposed streets, to match the plan view sheets
Proposed centerline
Existing ground centerline (Historically, the existing centerline was field surveyed, but this is
appening 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
IL Vertical curve start, vertex and end points labeled
F Vertical curve length and K (or stopping sight distance) labeled at each vertex, meeting required
design values
Percent grades labeled for all road segments, meeting design values (VDOT Road Design Manual,
App. B)
H 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}
I Street grade is less than 4% for a minimum of 40' from the edge of pavement of the intersected
street. (This grade can be within the first road curve which transitions from the 2% intersected cross
grade) {policy, follows ord. for travelways 18-4.12}
Pipe and utility crossings shown and labeled (ACSA has minimum clearances)
Pagel COUNTY OF ALBEMARLE
ROAD PLAN CHECKLIST
rocs drain locations shown and labeled with VDOT designations (CD-1,2) at every major cut and
11 transition or sag curve
The station of intersections are shown and labeled with the street names
Grades are a maximum of 6% in turnarounds
Grades are a maximum of 4%through roundabouts
tails and Sections: (reference VDOT Road Design Manual, or Sub. Ord.)
Typical sections for each street, street segment, or alley
Typical sections for sidewalks and trails
Albemarle County general construction notes for streets (reference)
Traffic generation and distribution summary (ADT's) with road networks
Pavement designs per VDOT guides [2009 VDOT Pavement Design Guide for Subdivision and
S;,,ondar Roads in Vir.inia]
`avement widths meeting design standards
Pavement crown at 1/4":1' slope
Pavement surface, base, and sub-base thicknesses and materials
1 Curb and gutter where applicable with VDOT designation (CG-6), and stone base of 6" 21-A or
letter(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
Maximum slopes of 2:1 or flatter with guardrail shown where applicable.
Proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover specified on the
plan
Guardrail over all fill slopes and culverts, with 3' additional shoulder, using VDOT designations
(I R-2, GR-2A, etc.)
Right-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/
rebar reinforcement, with underdrains (UD-4, etc) per VDOT standards where applicable
1 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-
Dbtail Back of Curbs in VDOT Road Design Manual
A Planting strip if applicable, 6' minimum width [14-422]
Ditches dimensioned at 3:1 slope from shoulder, I' depth min., and 4' min. width from shoulder to
di ch centerline, for rural sections
H Alleys have 12' pavement width, with 14' wide stone base [14-410]
Transitioning detail (20' minimum) for roll-top curbing in front of any inlets
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
d ys, 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.
Rural section ditches may not be deep enough for 15" diameter culverts within the ditchline if the
ditches are only I' 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 8 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 knowlesge, the attach:: road plan contains all information required by this checklist.
d /) L 4- /(/12/1
Signature.o of person T .l;ting checklist Date