HomeMy WebLinkAboutSDP201600014 Application 2016-03-15 Albemarle O
, C1Cl Community�DevelopmentDepartrr
.� Y 401 McIntire Road Charlottesville. 'A 22902-C
Voice:(434)296-5832 Fax:(434)972-4-- If Planning Application
(PARCEL / OWNER INFORMATION
TMP 00600-OO-OO-02$BO ns Owner(s): HEARTROCK FAMILY FARM LIC
Application # P201 00014
PROPERTY INFORMATION
Legal Description , ACREAGE TRACT C
Magisterial Dist. White Hall Land Use Primary Forest
Current AFD Not in A/F District vj Current Zoning Primary Rural Areas
APPLICATION INFORMATION
Street Address 6600 BLACKWELLS HOLLOW RD CROZET, 22932 Entered
Application Type Site Development Plans ' 3/15/2016
Project Wildrock- Final
Received Date 03/14/16 Received Date Final Submittal Date 03/21/16 Total Fees 16
Closing File Date Submittal Date Final Total Paid 16
Revision Number
Comments
Legal Ad
SUB APPLICATION(s)
Type Sub tcation Comment
K
APPLICANT/ CONTACT INFORMATION
ContactT . Name Address atat Za• f
ate ' s e ; Ott µ'S:i
Primary Contact JUSTIN SHIMP, PE- SHIMP ENGINEERINGX01 E. MAIN.ST., STE. �
434t2751�a
Signature of Contractor or Authorized'.Agent Date
Application for
Initial Site Plan or Final Site Plan or Site Plan Exception ' t.•e',-
��ACIN�P
Project Name: bt):1 d ta.>
Tax map and parcel(s): j�'Y)P c 0 4,0Q o0'-00--07130130 Zoning: RG eVio 1 14-wu
Contact (who should we contact about this project) Ju S'fi"i $h`I'HP/ PE: - il rNPJ Ey p neevil- RI
Street Address Zol F. MN m 5t1 5I-1M
City Choi lanes v/'lle State V4
Zip Code ZZIOZ
Phone Number (143t1) Zz7—sl i ) —t .., <
Email JVv'f' 2'S�/./!t'►P—ey1�/'1 qeG/M'l►. E�01�'7
Owner of Record }lead-rock. �u,rrt,`►y Ent, LLt:. (//
Street Address 252 1 5u*1flh 4- Rtdyr,Tycji
City atdiviil5✓t lk State 11.14 Zip Code 2291
Phone Number Email
Applicant varve as owner
Street Address
City State Zip Code
Phone Number Email
Type of Development
❑ Residential Non-residential
Type of unit(s): arCommercial
#of building(s): U Industrial
U Quasi-Public
Sq.ft.of building(s):
Sq.ft.of building(s):
#of units per building:
Acreage of site:
Total#of units:
Acreage in open space:
Resulting density:
Acreage in roads:
Acreage of site:
Average gallons of water used per day:
Acreage in open space:
Acreage in roads:
Average gallons of water used per day:
FOR OFFICE USE ONLY SDP#
Fee Amount$/0" Date Paid dig-/4, By who7s Receipt#/ .`7. Ck#/0.5By: rC
1:2N/L. _
Coun of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
REVISED 11/02/2015 Page 1 of 2
Nilo?
Intended use or justification for regi:
Comments/Attachments:
FEES
SITE DEVELOPMENT PLAN SITE PLAN EXCEPTION
Initial Site Plan Final Site Plan Exception to drawing of site
plan under section 32.3.5(a)
Approved No
Preapplication plan Preapplication plan
❑ $752 plus$16/dwelling ❑ $1,290 plus$16/dwelling $1,613 ❑ $1,613
unit and/or$0.016 per unit and/or$0.016 per
square foot of square foot of
nonresidential structure nonresidential structure
$ $
16 folded copies of the plan #of copies required for submittal will be noted with 8 folded copies of the plan
plus an additional 6 copies if within an Entrance Corridor your initial approval letter. Copies of the plan should
be folded and in blue or black ink.Also provide 1
reduced copy of the plan no larger than 11 by 17 in.
❑ The initial site plan has a parking structure. ❑ The final site plan has a parking
❑ Included are architectural elevations,drawings, structure.
photographs or other visual materials showing any ❑ Included are revised architectural elevations,
parking structure proposed on the site and surrounding drawings,photographs or other visual
structures and land uses. materials submitted with the initial site plan.
The elevations shall be part of the approved
final site plan.
GROUNDWATER ASSESSMENT
(Required for all non-residential site plans not serviced by public water)
❑ If the plans show a use using less than 2,000 gallons/day(average) Tier 3 Groundwater Review=$548
❑ If the plans show a use using greater than 2,000 gallons/day(average) Tier 4 Groundwater Review=$1,183
❑ Special Exception=$457
Notices required by Section 32.4.2.1(f)
Preparing and mailing or delivering up to fifty(50)notices=$215.00 plus the actual cost of first class postage.
Preparing and mailing or delivering,per notice more than fifty(50)=$1.08 plus the actual cost of first class postage.
Owner/Applicant Must Read and Sign
This site plan as submitted contains all of the information required by Section 32.5(Initial Site Plan)or Section 32.6(Final Site Plan)of
Chapter 18 of the Code of the County of Albemarle. I understand that plans which lack information required by said sections shall be
deemed incomplete and shall be denied by the agent within ten(10)days of submittal as provided in Section 32.4.2.1 or Section 32.4.3.1
of Chapter 18 of the Code as the case may be.By signing this application I am consenting to written comments,letters and or notifications
regarding this application being provided to me or my designated contact via fax and or email. This consent does not preclude such
written communication Win . o being sent via first class mail.
•
For Final Plans 0 v:To th, I est of my knowled¢e.I have complied with Section 32.4.3.1(a)of Chapter 18 of the Code.
mo, 3 J12 j16
Signature of Owner,Co' -. 'rrchaser,V Date
�uS\-l� 4ikirwe 11 -22-i- S(
Print Name Daytime phone number of Signatory
REVISED 11/02/2015 Page 2 of 2
ovA
F al Site Development Plan
Checklistmt
eft,d '"
��RctN�P
Project Name: (AMC'rock.
Firm: 6 i rN p Gi'+9►inee fi`►x11 ?G.
This checklist must be completed,signed and submitted with the application. The information contained in this
checklist reflects the contents of the Section 32 of Chapter 18 of the Code of the County of Albemarle also known as
the Site Plan Ordinance as of January 1,2013. The applicant is responsible for insuring that no revisions to the
Ordinance have occurred since preparation of this document.
This fi al site Ilan has:
►% an initial site plan that was approved for the development and it remains valid; SDP-20 -
u satisfied all of the requirements of section 32.6 below;and
satisfied all of the conditions delineated in the letter provided under section 32.4.2.5(c)required to be satisfied prior to
submitting the final site plan.
litil Author' ed preparer.
The plan,and any amendments to a plan,is prepared and sealed,signed and dated by one of the following
❑ An architect licensed to practice in the Commonwealth of Virginia.
Xi A professional engineer licensed to practice in the Commonwealth of Virginia.
❑ A land surveyor licensed to practice in the Commonwealth of Virginia.
❑ A certified landscape architect licensed to practice in the Commonwealth of Virginia.
Xi Numb: of copies when first submitted.
'rovide the number of copies as directed in the Initial Site Plan approval letter
k' One(1)reduced copy of the plan no larger than eleven(11)by seventeen(17)inches in size.
* Scale 5nd size.
The plan is prepared to the scale of one(1)inch equals twenty(20)feet or larger,or to another scale approved by
the agent'a particular case.
Other scale approved -one(1)inch equals -16 iii-1 ( 3b)feet,by
No sheet exceeds forty-two(42)inches by thirty-six(36)inches in size.
The plan IS prepared on one(1)sheet.OR
The plan IS prepared on more than one(1)sheet and match lines clearly indicate where the several sheets join.
* The top of each sheet is approximately
XNorth or
❑ East
li Dimensions.
The plan is dimensioned to at least the following standards for accuracy:
gBoundary,setback and zoning lines: Within one one-hundredth(0.01)of a foot.
X Existing contours:Within one-half(1/2)of the contour interval required in section 32.6.2(c).
9( Proposed contours:Within one(1)foot horizontally and vertically.
44/Spot elevations:Within one-tenth(0.10)of a foot.
jExisting critical structures including utilities and other topographic features:Within two(2) feet,
provided that for critical structures,which include,but are not limited to,gas lines,other utilities,pipes,
conduits,walls and buildings to be preserved,within one-tenth(0.10)of a foot.
XProposed structures,roads,parking lots and other improvements:Within one one-hundredth(0.01)of a
foot.
REVISED 06/10/2015 Page 1 of 4
Albemarle County-Final Site Plan Checklist
Site Plan Ordinance Section 32.6-Contents of final site plan
In addition to containing all of the information required to be on an initial sii`e plan, as provided in section 32.5, a final
site plan shall contain the following:
Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the
requirements of this chapter are satisfied.
PA Proposed grading.
Proposed grading(up to twenty [20] percent slope,maximum two [2] foot contours;over twenty[20]
percent slope,maximum five [5] foot contours).
Jkg Water and sewer facilities.
a Detailed plans for proposed water and sewer facilities,including all pipe sizes,types and grades;
Js( proposed connections to existing or proposed central water supplies and central sewage systems;
e ❑ location and dimensions of proposed easements and whether they are to be publicly or privately
maintained;
141'❑ profiles and cross sections of all water and sewer lines including clearance where lines cross;
lfa
U all water main locations and sizes;valves and fire hydrant locations;
1<� ❑ all sewer appurtenances by type and number;
ra❑ the station on the plan to conform to the station shown on the profile and indicate the top and invert
elevation of each structure.
Drains e and grading plans.
yrit Detailed construction drainage and grading plans:
Op Profiles of all ditches and channels whether proposed or existing,showing existing and
proposed grades, and invert of ditches,cross pipes or utilities;typical channel cross
sections for new construction; and actual cross sections for existing channels intended
to remain;
r17 Profiles of all storm sewer systems showing existing and proposed grades;
14D,`'❑ Plan view of all drainage systems with all structures,pipes and channels numbered or
lettered on the plan and profile views. Show sufficient dimensions and bench marks to
allow field stake out of all proposed work from the boundary lines;
',IVO A drainage summary table for culverts, storm sewer and channels as described in the
following example:
Structure Description Length Invert Invert Slope Remarks
Number In Out
1 42"RCP 50' 24.50 424.00 100.00% Provide
Class III 2,EW
2 DI-3B L=8 26.00 432.00 - IS-1
Top
3 PG-2A 400' 420.00 400.00 5.00% D=12"
4 Grade 200' 420.00 415.00 2.50% D=18"
Swale
e12(A legend showing all symbols and abbreviations used on the plan;
JE General notes,typical sections,and details of all items not covered by Virginia
Department of Transportation standard drawings; and
yet Flood plain limits for the one hundred(100)year storm for all watercourses with an
upstream drainage area of fifty(50)acres or more provided that the county engineer
may waive this requirement for drainage areas of less than one hundred(100)acres
upon determining that the information is unnecessary for review of the proposed
development.
REVISED 06/10/2015 Page 2 of 4
'owe *woo
Albemarle County-Final Site Plan Checklist
18;Street 5ections.
• Typical street sections together with specific street sections where street cut or fill is five(5)feet or
greater;
141K0 centerline curve data;
g radius of curb returns or edge of pavement;
Z( location,type and size of proposed ingress to and egress from the site together with culvert size;
tit symmetrical transition of pavement at intersection with existing street;
a( the edge of street surface or face of curb for full length of proposed street;
when proposed streets intersect with or adjoin existing streets or travelways,both edges of existing
pavement or travelway together with curb and gutter indicated for a minimum of one hundred(100)
feet or the length of connection,whichever is the greater distance.
kiQ(❑ Public facilities and utilities.
❑ All public facilities,utility and drainage easements outside the right-of-way of public streets,provided
that new easements may be generally shown and accurately dedicated by separate plat.
❑ All water and sewer facilities to be dedicated to public use and the easements for those facilities and
shall be identified by a statement that the facilities are to be dedicated to the Albemarle County Service
Authority.
Signature panel.
14 Signature panel for signature by each member of the site review committee.
ik Parking and loading areas.
For all king and loading areas, indicate the
size,
angle of stalls,
$( width of aisles and specific number of spaces required and provided,and
method of computation. Indicate type of surfacing for all paved or gravel areas.
Landscape plan.
A landscape plan that complies with section 32.7.9
Outdoor lighting.
Outdoor lighting information including
74f❑ a photometric plan with
;el location,description,and photograph or diagram of each type of outdoor luminaire.
. Recreafonal facilities.
Specifications for recreational facilities.
In addition to the items required by the ordinance,Albemarle County Engineer,the Virginia
Department of Transportation,the Albemarle County Service Authority,and the Thomas Jefferson
Health District require these items on plans submitted for final site plan approval. Plans will not be
rejected if these items are not present,but they are required for approval. These items are provided in
an effort to communicate all final site plan comments.
.9 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy)
,l( 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
21 3.Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
Mfr❑ 4. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners.
(Albemarle County Engineering Policy)
REVISED 06/10/2015 Page 3 of 4
Nut Albemarle County-Final Site Plan Checklist
d5. Show and label stream buffer limits. (Water Protection Ordinance,WPO)
6. Indicate the deed book and page reference for all existing utility easements located on the property.
(Albemarle County Service Authority)
❑ 7. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403)
❑ 8. Tier 4—Aquifer testing work plan(WPO Section 17-403)
Read and Sign
In representing the •Iv- - e ced firm submitting this plan for final approval,I hereby sate that,to the best of my knowledge,the attached plan
contains all info • at'. req ed by this checklist.
,,`► 31 i3 jr�
Signature of Owner,Co ract Purchas:W Date `
Print Name Daytime phone number of Signatory
REVISED 06/10/2015 Page 4 of 4