HomeMy WebLinkAboutSDP201400061 Application Final Site Plan and Comps. 2014-08-25 Albemarleounty Community Development Department
401 McIntire Road Charlottesville,VA 22902-4596
s: Planning Application Voice:(434)296-5832 Fax:(434)972-4126
PARCEL/ OWNER INFORMATION
TMP 055E0-O1-00-000A1 Owner(s):
Application # SDP201400061 MARCH MOUNTAIN PROPERTIES LLC
PROPERTY INFORMATION
Legal Description OLD TRAIL PARENT TRACT
Magisterial Dist. White Hall Land Use Primary Commercial
Current AFD Not in A/F District Current Zoning Primary Rural Areas
APPLICATION INFORMATION
Street Address 5496 GOLF DR CROZET, 22932 Entered By
Judy Martin
Application Type Site Development Plans 08/15/2014
Project Old Trail Village- Blk. 12 -Final
Received Date 08/15/14 Received Date Final Submittal Date 08/25/14 Total Fees 1500
Closing File Date Submittal Date Final Total Paid 1500
Revision Number
Comments
Legal Ad
SUB APPLICATION(s)
Type Sub Applicati
Final Site Develo ent Plrail>s R
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APPLICANT/ CONTACT INFORMATION
ContactType s Name Address CityState Zip Phone PhoneCell
Owner/Applicant MARCH..MOUN'T'AIN PROPERTIES LLC =1005 HEATHERCROFT CTR SU ,CROZET VA 22932'
Primary Contact CHRIS MULLIGAN 914 MONTICELLO ROAD CHARLOTTESVILL 22902 4349770205
Applicant DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE CROZET,VA. :22932 7029859088
Signature of Contractor or Authorized Agent Date
s
• *`"1 Application for `' ►a
L
Initial Site Plan or Final Site Plan or Site Plan Exception
Project Name: Old ¶rale VIII c cje [310C,14_
I2
Tax map and parcel(s): 55 E - 01 Zoning: ZM 19 — b — O2'
Contact Person(Who should we calUwrite concerning this project?): CiV ri5 M u 11i3an
Address G]I LI M o rrh Ce-1 i o led. City C..ha rl o -i-es vi I le State Vri Zip Z290 2-
Daytime
Daytime Phone(434) 977 - 0Z05 Fax#(toil) Z9(o -5220 E-mail CM L.1 ( roudabusk-co?n
Owner of Record: March M0 Uvrtt.fir1 PrDper-t es
Suite, 10c)
Address 1005' ea-w1 e'C r1)-( Circle., City G'D Zet State \)i t Zip Z Zq 32.
Daytime Phone(702) E3 5 - 9'00SFax#( ) E-mail daVe eotd-tratIUilla9e. corn
Applicant(Who is the Contact person representing?): Dau e. t ra
Address 1005 ea-t�lerCraFt C-
Suite
too
e
1 City C.. D7--i' State
Vici Zip 22832
Daytime Phone(it)Z) q e5- 9098 Fax#( ) E-mail dC(v e Lot dtra l I villa 9 e. corn
Type of Development
ad Residential ❑ Non-residential
5kn9ie Pam de-trumed
Type of unit(s): Mix ed - Use C t tZ*c-ti e d ❑ Commercial
❑ Industrial
#of building(s): `l ❑ Quasi-Public
Sq.ft.of building(s): (05l 5 s.f.) 5125 y:f 7Cl W s.
- Sq.ft.of building(s):
#of units per building: (0 Unit5) 3 un tts, 4 Un ItS
Acreage of site:
Total#of units: 2� Acreage in open space:
QQ
Resulting density: -1. IC 0. LI- per acres
Acreage in roads:
Acreage of site: 2. 5 t3 c.
//�� Average gallons of water used per day:
Acreage in open space: 0. 3 Pic.
Acreage in roads: 0• y Ptc.
Average gallons of water used per day: 8i LIG 0 Cia-1I0r►5
Intended use or justification for reuuest:
FOR OFFICE USE ONLY 2)111.62SDP# 1
Fee Amount$ 0.00 Date Paid461%1I9 By who?not /CIA M001)+4 t.7 Receipt#9677( Ck# 197 7 By:fp e.
rl -ties , u-C
County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
Revised 1/1/2013 Page 1 of2
•
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
❑ $700 plus$15/dwelling ❑ $1,200 plus$15/dwelling I $1,500 ❑ $1,500
unit and/or$0.015 per unit and/or$0.015 per
square foot of square foot of
nonresidential structure nonresidential structure
$ $
16 folded copies of the plan 2 folded copies of the plan in blue or black ink,and 8 folded copies of the plan
plus an additional 6 copies if within an Entrance Corridor 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=$510
❑ If the plans show a use using greater than 2,000 gallons/day(average) Tier 4 Groundwater Review=$1,100
❑ Relief from conditions of approval;modification or waiver of requirements=$425
Notices required by Section 32.4.2.1(f)
Preparing and mailing or delivering up to fifty(50)notices=$200.00 plus the actual cost of first class postage.
Preparing and mailing or delivering,per notice more than fifty(50)_$1.00 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.
For Final Plans Only:To the best of my knowledge,I have complied with Section 32.4.3.1(a)of Chapter 18 of the Code.
2( I 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.
❑ I am not consenting to all correspondence from Albemarle County in the form of fax or email.
DAA
-► -8
Signature of er,Contract Purchaser,Agent Date
ei9►.) . Davis L 34- 977- ozo5
Print Name Daytime phone number of Signatory
Revised 1/1/2013 Page 2 of 2
w
Final Site Development Plan f
Checklist
Project Name: Old Tra 1 l Vi l l ct e. B t U Gk IZ
Firm: O ud COO u 5 �Gl fie cu-id tSSO Gi cd-c.s
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 1,2014. The applicant is responsible for insuring that no revisions to the
Ordinance have occurred since preparation of this document.
This final site plan has:
lir an initial site plan that was approved for the development and it remains valid; SDP-20 I LI - DO 001
Zr satisfied all of the requirements of section 32.6 below;and
Lif 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.
d[32.6.1 a]Authorized preparer.
Lr 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.
2/ 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.
O [32.6.1 b]Number of copies when first submitted.
L� Two(2)clearly legible copies in blue or black ink of the plan, in the scale and size required below,and
One(1)reduced copy of the plan no larger than eleven(11)by seventeen(17)inches in size.
d [32.6.1 d]Scale and size.
l� 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
2/ No sheet exceeds forty-two(42)inches by thirty-six(36)inches in size.
❑ The plan IS prepared on one(I)sheet. OR
Cr The plan IS prepared on more than one(1)sheet and match lines clearly indicate where the several sheets join.
LiThe top of each sheet is approximately
North or
❑ East
LI [32.6.1 e]Dimensions.
The plan is dimensioned to at least the following standards for accuracy:
2{ [32.6.1 el]Boundary,setback and zoning lines: Within one one-hundredth(0.01)of a foot.
ar/ [32.6.1 e2]Existing contours: Within one-half(1/2)of the contour interval required in section 32.6.2(c).
vU [32.6.1 e3]Proposed contours:Within one(1)foot horizontally and vertically.
i [32.6.1 e4]Spot elevations:Within one-tenth(0.10)of a foot.
Ci [32.6.1 e5]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.
[32.6.1 e6]Proposed structures,roads,parking lots and other improvements:Within one one-hundredth
(0.01)of a foot.
1/1/2014 Page 1 of4
`4101 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 site plan, as provided in section 32.5, a final
site plan shall contain the following:
21 [32.6.2 b]Demonstrate compliance with chapter. Specific written schedules or notes as necessary to
demonstrate that the requirements of this chapter are satisfied.
d [32.6.;c]Proposed grading.
Mr Proposed grading(up to twenty [20] percent slope,maximum two [2] foot contours;over twenty [20]
percent slope,maximum five [5] foot contours).
[32.6.2 d]Water and sewer facilities.
O",Detailed plans for proposed water and sewer facilities, including all pipe sizes,types and grades;
Cproposed connections to existing or proposed central water supplies and central sewage systems;
CI location and dimensions of proposed easements and whether they are to be publicly or privately
maintained;
4 profiles and cross sections of all water and sewer lines including clearance where lines cross;
21/ all water main locations and sizes;valves and fire hydrant locations;
Likiall 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.
lJ [32.6.1 e]Drainage and grading plans.
ill Detailed construction drainage and grading plans:
Cd [32.6.2 el]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;
LSI [32.6.2 e2]Profiles of all storm sewer systems showing existing and proposed grades;
[32.6.2 e3]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;
O [32.6.2 e4]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' 424.50 424.00 100.00% Provide
Class III 2, EW
2 DI-3B L=8 426.00 432.00 - 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
CSI [32.6.2 e5]A legend showing all symbols and abbreviations used on the plan;
le [32.6.2 e6]General notes,typical sections,and details of all items not covered by
EVirginia Department of Transportation standard drawings; and
[32.6.2 e7]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 1/1/2014 Page 2 of 4
%or Neal
Albemarle County-Final Site Plan Checklist
VI [32.6.1 fl 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;
Gd location,type and size of proposed ingress to and egress from the site together with culvert size;
C� symmetrical transition of pavement at intersection with existing street;
azthe edge of street surface or face of curb for full length of proposed street;
awhen 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.
Z [32.6.2 g]Public facilities and utilities.
G( 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.
i 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.
I( [32. 12]Signature panel.
6.0 Signature panel for signature by each member of the site review committee.
❑ [32.6.2 iJ Parking and loading areas.
❑ For all parking 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.
Z [32.6.1 jJ Landscape plan.
lei A landscape plan that complies with section 32.7.9
G( [32.6.2 kJ Outdoor lighting.
❑ Outdoor lighting information including
❑ a photometric plan with
❑ location,description, and photograph or diagram of each type of outdoor luminaire.
❑ [32.6.2 1]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.
❑ 1. Dam break inundation zones; engineering study and mapping information(Zoning Ordinance Section 32.6.4)
❑ 2. Dam break inundation zones; prerequisite to development. (Zoning Ordinance Section 32.8.6. Note that you
have read this section and understand the prerequisite)
❑ 3. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy)
Lf1 4. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
Tr 5. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
Revised 1/1/2014 Page 3 of 4
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Albemarle County-Final Site Plan Checklist
❑ 6. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners.
(Albemarle County Engineering Policy)
7. Show and label stream buffer limits. (Water Protection Ordinance, WPO)
110 8. Indicate the deed book and page reference for all existing utility easements located on the property.
(Albemarle County Service Authority)
❑ 9. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403)
❑ 10. 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.
e 7J B -S- Iy
Signature of 0 er,Contract Purchaser,Agent Date
12at eigti Davis /434- 977- 0205
Print Name Daytime phone number of Signatory
Revised 1/1/2014 Page 4 of 4