HomeMy WebLinkAboutSDP200500096 Application Minor Amendment 2005-09-12 COUNTY OF ALBEMARLE, VIRGINIA
DEPARTMENT OF FINANCE 9/22/05
PAY TO: Dennis Enterprises, do Dennis Minetos, 1950 Fox Hunt Drive, Troy, VA 22974
FOR THE FOLLOWING:
CODE ITEM AMOUNT
2-1000-13000-130333 Partial refund SDP-2005-096 Dennis $175.00
Enterprises. It was determined that it
was a minor amendment.
I hereby certify that the items described
above are proper claims against the County,
and have not been previously paid. n���� �
ATTACH ALL RELATIVE INVOICES OR PAID TICKETS. SIGNED. date
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ilt^x& --- , Comr '" Development Department,Planning&
.. County of i 3marle Community Development Division
401 11;-_._:'a Road Charlottesville,VA 22902-4596
r > 74. Planning Application 1 Voice:(434)296-5823 Fax:(434)972-4012
PARCEL/ OWNER INFORMATION
TMP . .07800=p0-00-01300"« Owner(s): $MINEt0S;DENNIS •
Application# _'SDP200500O96 ,a
PROPERTY INFORMATION
Legal Description ACREAGE DENNIS ENTERPRISES
Magisterial Dist. Rivanna Land Use Primary Commercial--Retail
Current AFD Not in A/F District Current Zoning Primary Highway Commercial
APPLICATION INFORMATION
House# Street Name Apt/Suite City State Zip
Street Address 1389 RICHMOND RD CHARLOTTESVILLE 22911-
Entered By:Stephanie Mallory on 09/13/2005
Application Type Site Development Plans
Project: Dennis Enterprises-Major Amendment 2,779.00
Received Date 09/12/2005 Received Date Final Total Fees $ 270.00
Submittal Date 09/26/2005 Submittal Date Final Total Paid $ 270.00
Closing File Date Revision Number
Comments:
county rec# 56124
paid ck# 25654
Legal Ad
SUB APPLICATION(s)
Type Sub Application Date Comments
Major Amendment 09/12/2005
APPLICANT/ CONTACT INFORMATION
Primary Contact
Name Rivanna Engineering&Surveying Phone # (434) 984-1599
Street Address 1350 Stony Point Road Fax# (434) 984-8863
City/State Charlottesville,VA Zin Code 22911-0000
E-mail kelly@rivannaengineering.com Cellular# ( ) -
Owner/Applicant
Name MINETOS, DENNIS Phone# (434) 971-8618
Street Address 1950 FOX HUNT DRIVE Fax # (434) 977-0106
City/State TROY VA Zip Code 22974-2116
E-mail Cellular# ( ) -
Signature of Contractor or Authorized Agent Date
-- Application for All Modificdis Regarding Existing
Site Development Plans a44
Major Amendment(Commission Review)_$270
17folded copies of plan are required
❑Minor Amendment(alterations to parking,circulation,building size,location)=$95
8 folded copies of sketch plan are required
Was a groundwater review conducted for the existing site plan?
❑YES
NO
If ES:What is the average gallons of water used per day for the existing use(s) ? and What is the NEW average gallons of
water used per day?
If NO:What is the average gallons of water used per day for the all use(s) ii/ (P'A-?
e'"`"")
❑ Tier 3 Groundwater Review=$400 plus$25 per dwelling unit
(Required for all plans showing a use that uses less than 2,000 gallons of water per day average)
❑ Tier 4 Groundwater Review=$1,000
(Required for all plans showing a use that uses greater than 2,000 gallons of water per day average)
❑-Reinstate Plan Review After 10 day Denial=$200
0 Reinstate Plan After Site Review Denial or Suspension=$65
0 Reinstate Plan Deferred by Applicant
❑To a specific date=$35
El Indefinitely=$75
17 folded copies of plan are required
El Relief from conditions of approval from Planning Commission or landscape waiver by agent=$180
❑Extension of approval prior to expiration of an approved plan=$45
❑Rehearing of Site Development Plan by the Planning Commission or Board of Supervisors=$190
El Appeal of Site Development Plan to the Board of Supervisors=$240 .
Project Name: „D-5%1.1,Ta l S ,ew., 9.4)
RISES �1Z p
Tax map and parcel: i .r4. /v/ F'>4.C4- 15 Magisterial District: 1 Viod4tJA Zoning: M C/ �r f�i
Physical Street Address(if assigned): I'96 J R l Ckl I ...e-l1) 1Z0,Pr)
Location of property(landmarks,intersections,or other): S. S tAe. DC U.S. /SO fir QQOX, Ylk-
ttetqe g. aT- it.-beV3't( tc71/1 w/ 5,R, Z0
Does the owner of this property own(or have any ownership interest in)any abutting property? If yes,please list those tax map and parcel numbers No
Contact Person(Who should we call/write concerning this project?): RlV .!114)A P6.61is a p.l "i Stmtvsl tt3(. -
Address 1.77S 5`1-6w7 (Dolor
ppt4-D City CA-4AMLo1rSVtUtate VP/ Zip VIM 11
Daytime Phone 434 9 84 . 1,59 9 Fax#gp+',Mb 3 E-mail ken).�7 riVaA.rtezr rvee ron.c_ov .^
Owner of Record b 1.) J I S IY t 111t
Address 1359 R tC WA014D 2 4o City at}ARLO1 W/a State VI) Zip 229 t I
Daytime Phone(') 9-n,66/8 Fax# 9 7.0/09 E-mail
Applicant(Who is the Contact person representing?): 5/13,1 h-,) QGJNak
Address City -RE " Ii z 4t
Daytime Phone( ) Fax# E-mail
SEP 12 2005
County of Albemarle Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)23e03g `(m434)9_72=4-r24T
5&,�� 1/4/05 Page 1 of 2
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Intended use or justification for-request: __
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Owner/Applicant Must Read and Sign
This site plan as submitted contains all of the information required by Section 32.5 (Preliminary Plan)or Section 32.6(Final
Plan)of the Albemarle County Zoning Ordinance. 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 32.4.3.3 as the case may be.
For Final Plans Only:To the best of my knowledge,I have complied with Section 32.4.3.1 and obtained tentative approvals
for all applicable conditions from the appropriate agencies.
4. • IQ.*
'gnature of 0 r,Contract Purchaser,Agent Date
S, eJ,U1 ".:24-t.-ie,11,10vvY (of) 90f * Mfg
rfl
Print Name J Daytime phone number of Signatoj
RECHp
1/4/05 Page 2 of 2
SEP 12 2005
COMMUNITY DEVELOPMENT
smith 0 S-9(o File Name: �c�..,.; S �, c r pr:Se- '.Date:- 16 0 S
❑32.5.6 The preliminary site plan shall contain the following information:
4a. -- The'name of the development;names of the owner,developer and individual who prepared the plan;tax map and parcel number;zoning;
descriptions of all variances, zoning proffers and bonus factors applicable to the site; magisterial district; county and state; north point;
scale; one datum reference for elevation(where section 30.3,flood hazard overlay district, is involved,United States Geological Survey
vertical datum shall be shown and/or correlated to plan topography);the source of the topography; the source of the survey;sheet number
Land total number of sheets dle of drawing;date and description of latest revision;owner,zoning,tax map and parcel number and present
use of adjacent parcels; departing lot lines;minimum setback lines, yard and building separation requirements; a vicinity sketch showing
the property and its relationship with adjoining streets,subdivisions and other landmarks;and boundary dimensions.
b. Written schedules or data as necessary to demonstrate that the site can accommodate the proposed use, including: proposed uses and
maximum acreage occupied by each use; maximum number of dwelling units by type; gross residential density; square footage of
recreation area; percent and acreage of open space; maximum square footage for commercial and industrial uses; maximum number of
employees; maximum floor area ratio and lot coverage if industrial; maximum height,of all structures; schedule of parking including
maximum amount required and amount provided; and maximum amount of impervious cover on the site; if a landscape plan is required,
maximum amount of paved parking and vehicular circulation areas.
f4(k 0 c. If phasing is planned,phase lines and proposed timing of development.
❑d. Existing topography(up to twenty[20]percent slope,maximum five[5] foot contours,over twenty[20]percent slope,maximum ten[10]
foot contours). Proposed grading (maximum five [5] foot contours) supplemented where necessary by spot elevations; areas of the site
where existing slopes are twenty-five(25)percent or greater. Existing topography for the entire site with sufficient offsite topography to
describe prominent and pertinent offsite features and physical characteristics, but in no case less than fifty (50) feet outside of the site
unless otherwise approved by the agent.
Existing landscape features as described in section 32.7.9.4.c.
❑f. The name and location of all watercourses and other bodies of water adjacent to or on the site. Indicate if the site is located within a
K.l reservoir watershed.
itJi ❑g. Location of septic setback lines from watercourses including intermittent streams and other bodies of water.
1 ts
„ ❑h. ' One hundred year flood plain limits as shown on the official flood insurance maps for Albemarle County.
Existing and proposed streets, access easements and travelways, together with street names, state route numbers, right-of-way lines and
widths,centerline radii,and pavement widths.
��,❑j. Location and size of: existing water and sanitary sewer facilities and easements; storm sewer facilities, drainage channels; and drainage
easements.
DI k: Proposed conceptual lay-out for water and sanitary sewer facilities and storm drainage facilities including storm detention ponds or
structures,indicating direction of flow in all pipes and watercourses with arrows.
❑1. Location of other existing and proposed utilities and utility easements.
Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline of the nearest existing
street intersection.
Location and dimensions of all existing and proposed improvements including: buildings (maximum footprint and height) and other
structures;walkways; fences; walls;trash containers; outdoor lighting; landscaped areas and open space;recreational areas and facilities;
parking lots and other paved areas; loading and service areas together with the proposed paving material types for all walks,parking lots
and driveways;and signs.
All areas intended to be dedicated or reserved for public use.
Landscape plan in conformance with section 32.7.9 if required.
q. Where deemed appropriate by the agent due to the intensity of development, estimated traffic generation figures for the site based upon
`1' current Virginia Department of Transportation rates. Indicate the estimated vehicles per day and direction of travel for all connections to a
rl ' public road.
❑r. The preliminary site plan shall be dimensioned to at least the following standards for accuracy:
t; 0 1. Boundary,setback and zoning lines-one foot in one thousand(1:1,000)feet;
r'') ❑2. Existing contours-one-half('/z)of the contour interval required in section 32.5.6.d above;
❑3. Proposed contours-within five(5)feet horizontally and vertically;
❑4. Existing structures,utilities and other topographic features-within five(5)feet;
j ❑5. Proposed structures,roads,parking lots and other improvements-within five(5)feet.
O s. The agent or the commission may require additional information to be shown on the preliminary site plan as deemed necessary in order to
s provide sufficient information for the agent or the commission to adequately review a the preliminary site plan.
32.6 FINAL SITE PLAN CONTENT
❑ 32.6.1 A final site plan together with amendments thereto shall be prepared and sealed,signed and dated by an architect,professional engineer,
land surveyor,or certified landscape architect,each of whom shall be licensed to practice in the Commonwealth of Virginia.
❑ 32.6.2 A final site plan shall be prepared on mylar,sepia or other such transparency material which shall be termed as the master drawing.Two
(2)clearly legible blue or black line copies of the master drawing shall be submitted to the department of planning and community development.
(Added 5-1-87) In addition,if review is required by the commission,one(1)reduced copy no larger than eleven(11)inches by seventeen(17)
inches in size shall be submitted.
32.6.3 Two(2)copies of a landscape plan shall be submitted with the final site plan if not previously submitted.
0 32.6.4 When the site plan is ready for final approval,the full-sized revised master drawing and a transparency copy of the master drawing shall
"` be submitted for the agent's signature. Once the agent has signed the master drawing,he shall return the master drawing to the developer and
714 the developer shall submit four(4)print copies of the signed master drawing to the agent.
1::-..32.6.5 Unless otherwise approved by the agent,the final site plan shall be prepared to the scale of one(1)inch equals twenty(20)feet or larger
Li
/or to such a scale as may be approved by the agent in a particular case;no sheet shall exceed thirty-six(36)inches by forty-two(42)inches in
size.The site plan may be prepared on one(1)or more sheets. If prepared on more than one(1)sheet,match lines shall clearly indicate where
the sheets join.The top of the sheet shall be approximately either north or east.
32.6.6 Jh; final site plan shall reflect conditions of approval of the preliminary site plan. The final site plan shall contain the following
information in addition to all the information required on the preliminary site plan:
U a. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are being satisfied. In
addition to preliminary site plan information,indicate if sale or rental units;number of bedrooms per unit,and number of units per building
if multi-family;specifications for recreational facilities.
❑ b.Proposed grading(up to twenty[20]percent slope,maximum two [2] foot contours; over twenty[20]percent slope,maximum five[5]
foot contours).
❑ c. Detailed plans for proposed water and sanitary sewer facilities, including: all pipe sizes, types and grades; proposed connections to
existing or proposed central systems;location and dimensions of proposed easements and whether the same are to be publicly or privately
maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and
sizes; valves and fire hydrant locations; all sanitary sewer appurtenances by type and number; the station on the plan to conform to the
station shown on the profile and indicate the top and invert elevation of each structure.
❑ d.Detailed construction drainage and grading plans:
❑ 1. 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;
❑ 2.Profiles of all storm sewer systems showing existing and proposed grades;
❑ 3.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;
U 4.A drainage summary table for culverts,storm sewer and channels as described in the following example:
Structure Description Length Invert
Number In Slop Remarks
e
1 42"RCP 50' 424.5 100. Provide
Class III 0 00% 2,EW
2 DI-3B L=8 426.0 - IS-1
0 Top
3 PG-2A 400' 420.0 %5.00 D=12"
0
4 Grade Swale 200' 420.0 2.50 D=18"
0
❑ 5.A legend showing all symbols and abbreviations used on the plan;
❑ 6.General notes,typical sections,and details of all items not covered by Virginia Department of Transportation standard drawings;
❑ 7. Flood plain limits for the one hundred 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
determination that such information is unnecessary for review of the proposed development.
e.Typical street sections together with specific street sections where street cut or fill is five(5)feet or greater;centerline curve data;radius of
curb returns or edge of pavement;location,type and size of proposed ingress to and egress from the site;together with culvert size;symmetrical
transition of pavement at intersection with existing street; 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 travel-ways, 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.
❑" f.Signature panel for department of planning and community development.
❑ g.For all parking and loading areas, indicate: 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.
,.� li.The final site development plan shall be dimensioned to at least the following standards for accuracy:
❑ I.Boundary,setback and zoning lines-nearest one-one hundredth(0.01)of a foot;
U 2.Existing contours-one-half(%2)of the contour interval required in section 32.6.6.b above;
U 3.Proposed contours-within one(1)foot horizontally and vertically;
U 4.Spot elevations-within one-tenth(0.10)of a foot;
❑ 5. Existing structures,utilities and other topographic features-within two(2)feet. For critical structures,accuracy should be within one-
tenth(0.10)of a foot;
❑ 6.Proposed structures,roads,parking lots and other improvements-within one hundredth(0.01)of a foot.
❑ i.Landscape plan in conformance with section 32.7.9.
❑ j. Outdoor lighting information including a photometric plan and location, description, and photograph or diagram of each type of outdoor
luminaire.
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