HomeMy WebLinkAboutSDP201500019 Application Final Site Plan and Comps. 2015-04-15 Community Development Department
ie ' ^; Albemarle Co ur 401 r re Road Charlottesville.VA 22902-4596
!" , e:i434j 296-5832 Fax:(434)972-4126
:.; Planning Application
PARCEL/ OWNER INFORMATION 1
TMP O7800-OO-OO-047A0 Owner(s): FAITH CHRISTIAN CENTER INTERNATIONAL INC
Application# SDP201 500019
PROPERTY INFORMATION
Legal Description I ACREAGE SLEEPY HOLLOW TRAILER PARK t
Magisterial Dist. Scottsville Land Use Primary Residential -- Mobile home I+I
Current AFD ' Not in A/F District ■ Current Zoning Primary Rural Areas
[APPLICATION INFORMATION
Street Address 2184 RICHMOND RD CHARLOTTESVILLE, 22911 Entered By
'anielle Roth L:_-t
Application Type Site Development Plans .
14/15/2015
Project Faith Christian Center International - Final
Received Date 04/14/15 Received Date Final Submittal Date 04/20/15 Total Fees 1500
Closing File Date Submittal Date Final Total Paid 1500
Revision Number
Comments,
Legal Ad
A
SUB APPLICATION(s)
Type Sub Applicatia Comment
Final Site Development Plan 04/20/15
APPLICANT / CONTACT INFORMATION
ContactType . Name Address CitrState Zip Phone PhoneCell
D nrareAppiicsnt 'FAITH CHRISTIAN CENTER P 0 BOX 2306 i CHARLOTTESVILL 122902 4349791700
-3-y Cc-tact BRIAN P SMITH,PE 4835 THREE CHOPT ROAD TROY l■A 22902 4342963644
c,,cs-t WAYNE FRYE,PASTOR PO BOX 2306 CH-RLOTTES'aILL 22902 4349791700
Signature of Contractor or Authorized Agent Date
„,Aylicat on for
Initial Site Plan or Final Site Plan'or Site Plan Exception
Project Name: Faith Christian Center International
Tax map and parcel(s): 78-47A Zoning: Rural Area with special use permit
Contact Person(Who should we call/write concerning this project?): Brian P. Smith, PE
Address 4835 Three Chopt Road City Troy State VA zip 22902
Daytime Phone( ) 296-3644 Fax#( ) E-mail bpspe @embarqmail.com
Owner of Record: Faith Christian Center International
Address P.O. Box 2306 City Charlottesville State VA zip 22902
Daytime Phone( ) 979-1700 Fax#( ) 979-1702 E-mail pastor @fccintl.org
Applicant(Who is the Contact person representing?): Wayne Frye, Pastor
Address P.O. Box 2306 City Charlottesville State VA zip 22902
Daytime Phone( ) 9794700 Fax#( ) 979-1702 E-mail pastor @fccintl.org
Type of Develo ment
❑ Residential Non-residential
Type of unit(s): l Commercial (church/daycare)
❑ Industrial
#of building(s): ❑ Quasi-Public
Sq.ft of building(s): Sq.ft.of building(s): 17,961 Sq. ft.
#of units per building:
Acreage of site: 9.48 acres
Total#of units: Acreage in open space: 7.21 acres
Resulting density: Acreage in roads: 1.72 acres
Acreage of site:
Average gallons of water used per day: < 2,000
Acreage in open space:
Acreage in roads:
Average gallons of water used per day:
Intended use or justification for request:
New church and daycare
FOR OFFICE USE ONLY /� SDP#
Fee Amount S la b° Date Paid 1 41.1 3y who?C.0,1%1 Chtti `u' ' Receipt# -r”r1 !V Ck#•t�J`i`l By: 1 Y'✓t.-/
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 of 2
Comments/Attachments: Noe �.rr
This project is on an entrance corridor (Route 250E).
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 Na $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 X 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)
i If the plans show a use using less than 2,000 gallons/day(average) Tier 3 Groundwater Review=$510 (paid at inital submittal)
❑ 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.
• 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.
❑ lam not conse>apto all, onde from Albemarle County in the form of fax or email.
Signature of , ,Agent Date
Brian P. Smith,PE 296-3644
Print Name Daytime phone number of Signatory
Revised 1/1/2013 Page 2 of 2
Final ate Development Plan
Checklist „K:
Project Name: Faith Christian Center International
Firm: Brian P. Smith, PE
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 final site plan has:
El an initial site plan that was approved for the development and it remains valid; SDP-2014 - 00038
JI 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.
® Authorized 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.
El 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.
II Number of copies when first submitted.
7 ZI Provide the number of copies as directed in the Initial Site Plan approval letter
® One(I)reduced copy of the plan no larger than eleven(11)by seventeen(17)inches in size.
l Scale and 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 in a particular case.
❑ Other scale approved -one(1)inch equals ( )feet,by
El 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
El North or
❑ East
® Dimensions.
The plan is dimensioned to at least the following standards for accuracy:
I 1 Boundary,setback and zoning lines: Within one one-hundredth(0.01)of a foot.
® Existing contours: Within one-half(1/2)of the contour interval required in section 32.6.2(c).
® Proposed contours:Within one(1)foot horizontally and vertically.
® Spot elevations:Within one-tenth(0.10)of a foot.
® 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.
4/10/2013 Page 1 of 4
F narle County -Final Site Plan Checklist
Site Plan Ordinance Section 32.6-'lttents of final site plan Nome
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:
I Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the
requirements of this chapter are satisfied.
l Proposed grading.
l Proposed grading(up to twenty[20] percent slope,maximum two[2] foot contours; over twenty [20]
percent slope,maximum five [5] foot contours).
n/a ❑ Water and sewer facilities. (well and septic)
❑ Detailed plans for proposed water and sewer facilities,including all pipe sizes,types and grades;
❑ 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;
❑ 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 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.
® Drainage and grading plans.
El Detailed construction drainage and grading plans:
l 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;
I Profiles of all storm sewer systems showing existing and proposed grades;
l 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;
I 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
l A legend showing all symbols and abbreviations used on the plan;
® General notes,typical sections,and details of all items not covered by Virginia
Department of Transportation standard drawings; and
n/a ❑ 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 4/10/2013 Page 2 of 4
/ garle County-Final Site Plan Checklist
n/a ❑ 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.
n/a ❑ Public facilities and utilities. (well and septic)
❑ 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.
l Signature panel.
l Signature panel for signature by each member of the site review committee.
l Parking and loading areas.
Gd For all parking and loading areas, indicate the
® size, (noted on the cover sheet)
Ei angle of stalls,
® width of aisles and specific number of spaces required and provided,and
El method of computation. Indicate type of surfacing for all paved or gravel areas.
l Landscape plan.
al A landscape plan that complies with section 32.7.9
l7 Outdoor lighting.
❑ Outdoor lighting information including
to a photometric plan with
El location,description,and photograph or diagram of each type of outdoor luminaire.
l 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. 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)
El 3.Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
n/a ❑ 4. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners.
(Albemarle County Engineering Policy)
Revised 4/10/2013 Page 3 of 4
E narle County -Final Site Plan Checklist
New' Noire
l 5. Show and label stream buffer limits. (Water Protection Ordinance, WPO)
157 6. Indicate the deed book and page reference for all existing utility easements located on the property.
(Albemarle County Service Authority)
$l 7. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403)
n/a ❑ 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 ration re. ..-d b .is checklist.
- • • ra-5"!TT - -•-..- ,Agent Date
Brian P. Smith 434.296.3644
Print Name Daytime phone number of Signatory
Revised 4/10/2013 Page 4 of 4