HomeMy WebLinkAboutSDP202000021 Application Final Site Plan and Comps. 2020-03-09ftb A/� Community DevelopmentDerartment
i bemar/ e Con.' L. n.' 401 M, re Road Charlottesville. VA22902-4596
" Voice ;434,, 295-5832 Fax: (434) 972-4126
Planning Application
PARCEL OWNER INFORMATION
TMPI 04500-00-00-093C0 Owner(sj:
W4 PROPERTIES CHAREOTTESViLLE LLC
Application # SDP202000021
PROPERTY INFORMATION
Legal Description I ACREAGE
Magisterial Dist, Rio Land Use Primary Office
Current r'.FD Not In AjF Desiriet�+r Current Zoning Primary Planned Development Shopping Center
APPLICATION INFORMATION
Street Address
2100 RIO HILL CTR CHARLOTTESVILLE, 22901
—�
Entered By
--------- -- --
t
Jennifer Smith; ,e
Application Type
'Site Development Plans
L 3r10P`�02id
Project
W4 DEVELOPMENT CAR WASH - FINAL
Received Date
03j09j20
Received Date Final
Submittal Dale 03%09j20
Total Fees E�A
Closing File Date
Submittal Date Final
Total Paid
Revision Number
Comments
Legal Ad
SUB APPLICATION(s)
Type
Sub Applicatirr
Corwrent
Final Site Development Plan
03 j09j20
APPLICANT j CONTACT INFORMATION
ContactT Name
dress
cilLfstate Li Rhone
Phors�Cell
Ctr+r.-{IMF ert W4 PROPERTIES CHA.R.LOTTESNgLLE LLC "s Po BOX 42
:�rn3ry C:r,tnct JEFF CARTER, P.E. - CARTER 3651 NARS HILL ROAD, 5U1TE
-.::. ...._ ... ........ ... JUSTul HENDLE! etCA'V, LLC P.O. Box 42
BOGA,RT GA 30622
*STKINSVILLE 30677 7707251200
...................
BOG.u'.R, GA30622 404219$331
Signature of Contractor or Authorized Agent Date
application for
Initial Site Plan or Final Site Plan or Site Plan Exception
Project Name: W4 Development Car Wash
Tax map and parcel(s): 04500-00-00-093C0 Zoning: PD-SC
Contact (who should we contact about this project) Carter Engineering Consultants, Inc. I Attn: Jeff Carter, P.E.
Street Address 3651 Mars Hill Road, Suite 2000
City Watkinsville State GA Zip Code 30677
Phone Number 770-725-1200 Email Jeff@carterengineering.net
Owner of Reco
Street Address 1809
City Richmond
Phone Number
ALLEN & ALLEN PROPERTIES - CHARLOTTESVILLE, LLC
Mill Road
VA
Applicant WCWV, LLC I Attn-. Justin Hendl
I
Zip Code 23230
Street Address P.O. Box 42
City Bogart State GA Zip Code 30622
Phone Number 404-219-8331 Email Justin@w4wash.com
of
❑ Residential
Type of unit(s):
# of building(s):
Sq. ft. of building(s):
# of units per building:
Total # of units:
Resulting density:
Acreage of site:
Acreage in open space:
Acreage in roads:
Average gallons of water used per day:
® Non-residential
m Commercial
❑ Industrial
❑ Quasi -Public
Sq. ft. of building(s): 3,739
Acreage of site: 1.05
Acreage in open space: 0.42
Acreage in roads: 0.51
Average gallons of water used per day: 2,125
FOR OFFICE USE ONLY SDP #
Fee Amount $ Date Paid s`� who? (be0_ec�ipt # 0. By(l�:�
i'nnnit� of Alhnmorin
Department of Community Development
401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126
REVISED 4/05/2019 Page 1 of
. I I, nteri led use or justification for request:
Proposed car wash with all associated uti,..,as
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
® $1,613
❑ $1,613
❑ $752 plus $16/dwelling
❑ $1,290 plus $16/dwelling
unit and/or $0.016 per
unit and/or $0.016 per
+ Fire Rescue Fee of $100
+ Fire Rescue Fee of
square foot of
square foot of
$100
nonresidential structure
nonresidential structure
$ 1 j + Fire
$ + Fire
Rescue Fee of $100
Rescue Fee of $100
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 I
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
6d 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
This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required by
the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal.
Notices required by Section 32.4.2.1 (f)
Initial notice fee to be provided in conjunction with an application, for preparing and mailing notices and published notice = $435.00
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 from also being sent via first acl ss mail.
Justin er
Print ame
08/27/2019
Owner, contract Purchaser, Ageof Date
404-219-8331
Daytime phone number of Signatory
Site Plan Application REVISED 4/05/2019 Page 2 of 2
Final Si. Development Plan
Checklist
Project Nanre: W4 Development Car Wash
Firer: Carter Engineering Consultants, Inc.
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 instnring that no revisions to the
Ordinance have occurred since preparation of this rloctunent.
This final site plan has:
6d an initial site plan that was approved for the development and it remains valid; SDP - 20 19 _ 0052
m satisfied all of the requirements of section 32.6 below; and
6d 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.
m Authorized preparer.
m 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.
Ga 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.
m Number of copies when first submitted.
m Provide the number of copies as directed in the Initial Site Plan approval letter
6d One (1) reduced copy of the plan no larger than eleven (11) by seventeen (17) inches in size.
m Scale and size.
m 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 in a particular case.
❑ Other scale approved - one (1) inch equals (_ _) feet, by
m No sheet exceeds forty-two (42) inches by thirty-six (36) inches in size.
m 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.
m The top of each sheet is approximately
❑ North or
Gd East
m Dimensions.
The plan is dimensioned to at least the following standards for accuracy:
m Boundary, setback and zoning lines: Within one one -hundredth (0.01) of a foot.
m Existing contours: Within one-half (1/2) of the contour interval required in section 32.6.2(c).
m Proposed contours: Within one (1) foot horizontally and vertically.
Gd Spot elevations: Within one -tenth (0.10) of afoot.
Ga Existing 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.
® Proposed structures, roads, parking lots and other improvements: Within one one -hundredth (0.01) of a
foot,
RF\/TCRnnriinnnis PROP i „fa
Al' .axle County - Final Site Plan Checklist
Site Plan Ordinance Section 32.6 - Contents of final site plrur
In addition to containing all of the information required to be on an initial site plan, as provided in section 32.5, a final
site plan shall contain the following:
d Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the
requirements of this chapter are satisfied.
d Proposed grading.
d Proposed grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20]
percent slope, maximum five [5] foot contours).
d Water and sewer facilities. and grades;
d Detailed plans for proposed water and sewer facilities, including all pipe sizes, types gr
d proposed connections to existing or proposed central water supplies and central sewage systems;
❑ location and dimensions of proposed easements and whether they are to be publicly or privately
maintained;
d profiles and cross sections of all water and sewer lines including clearance where lines cross;
d all water main locations and sizes; valves and fire hydrant locations;
66 all sewer appurtenances by type and number;
d 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 Drainage and grading plans.
6d Detailed construction drainage and grading plans:
❑ 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;
d Profiles of all storm sewer systems showing existing and proposed grades;
® 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;
d 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
Class II1
50'
24.50
424.00
100.00%
Provide
2, EW
2
DI- 3B
L=8
26.00
432.00
-
IS-1
To
3
PG-2A
400'
420.00
400.00
5.00%
D=12"
4
Grade
200'
420.00
415.00
2.50%
D=18"
Swale
❑ A legend showing all symbols and abbreviations used on the plan;
d General notes, typical sections, and details of all items not covered by Virginia
Department of Transportation standard drawings; and
❑ 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
Alt irle County - Final Site Plan Checklist
❑ Street sections.
❑ 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 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.
❑ 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.
m Signature panel.
W Signature panel for signature by each member of the site review committee.
m Parking and loading areas.
W For all parking and loading areas, indicate the
m size,
fd angle of stalls,
Cdl width of aisles and specific number of spaces required and provided, and
la method of computation. Indicate type of surfacing for all paved or gravel areas.
® Landscape plan.
m A landscape plan that complies with section 32.7.9
66 Outdoor lighting.
66 Outdoor lighting information including
(dl a photometric plan with
ldf location, description, and photograph or diagram of each type of outdoor luminaire.
❑ Recreational 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.
66 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy)
❑ 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
* 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
❑ 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
AY` isle County - Final Site Plan Checklist
❑ 5. Show and label stream buffer limits. (Water Protection Ordinance, WPO)
Cd 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 above referenced firm submitting this plan for final approval, I hereby sate that, to the best of my knowledge, the attached plan
contains all information required by this checklist.
Wnr,
03/09/2020
Signatureract Purchaser, Agent Date
Jeff Carter, P.E.
Print Name
770-725-1200
Daytime phone number of Signatory
REVISED 06/ 10/2015 Page 4 of 4