HomeMy WebLinkAboutSDP201600060 Application Final Site Plan and Comps. 2016-10-04 Application for „it I
'
Initial SitePlan orFinal Site Paan orSite Ilan Exception /� �
Project Name: Rivanna Villa90 Block A Villas
'1'as nap and parcel(s): 79-25A & 93A 14 /offing! NMI)
Contact (who should we 4011;0-I nl,uol ) Alan I rankttn, PI
Street Address 427 Cranbe ry Lane
('ily Crozet state VA /ip(-fide;';91;1;'
Phone Number 434-531-55'4 f„rail 11 ullr+';11,In11'Inklulllrr cent
Owner of Record R anna Vtii,ll)( , t t_C
Street Address 304 E. Maine Street
Oily Charlottesville Stale VA /rp f orte?:)90:'
Phone Number 434-974-73 7 Fiona ,olio>w II lIIlfil�('clne cll;ulette' vtlle cent
AppIicantAlan Frankli , PE
Street Address 427 Cranbe ry Lane
cif Crozet state VA tip('ode 22.932
Phone Number 434-531-55,4 "„„„i ill ul(r(al ullrulkhnlu .cent
.11:s pc of I)cvcloltmenl
lad Residential LI Non residcnGal
Type of unit(s): Villa/TtWnhouse LJ ( omnureial
U of building(s): 7
Li Industrial
LI Quasi-Public
Sq. ft.of building(s): 6 @ 7 472 sf, 1 0.k 5,460 st
Sq. ft.of building(s):
k of units per building: 4 in 6 tf the F3Idgs, 2 iri 1 of the Bldgs
Acreage of site:
Total H of units: 27
Acreage in open space:
Resulting density: 2.81 units/acre
Acreage in roads:
Acreage of site: 9.619 acres
Average gallons of water used per day:
Acreage in open space: 4.420 acres
Acreage in roads: 1.113 acres in R.O.W.
Average gallons of water used per day: 7,290 gpd
•
FOR OFFICE USE ONLY 51)1'#•
I-cc-Amount$ Date Paid 13y who? kcccipl II ('(,q By:
County of Albemarle— —
Department of Community Development
401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434)972-4126
REVISED 6/10/2015 Page 1
' 111(111111A Ilse or justification for request:
('ou►nu'n is/Attachments:
I'I,I ti
Sl l 11 l)l 'F.I.t►I'NIF'.Nl PIAN sl11 1'1 't'v 1 \( 1 I'1IIIN
Initial lilt Plan Poral Sill` NMI 1'sceplion to III ass nal „t salt
plant uudcl w•clann .Q.‘.'so)
Approved No
Preappileation plan ['reapplication plan
U $71111 plus$15/dwelling U $1,2111)phi,SiShhstiling IA $1,500 U '{11,51111
writ and/or$0015 per null turd/or$11.1115 per
square toot of square fool of
nonresidential structure nonresidential groom-4-
$
tructure$36 $
/6 folded copies tithe plan 1/of topics required lot submittal will he tuned with N lidded copies of!le plan
plus an additional 6 copies if within an Entrance Corridor your initial approval letter. (ninies of the plan should
lie folded and in blur or Ida,F in6. Ilso provide I
reduced copy of the plan no larger than !I by I'in.
U The initial site plan has,1 parking structure. U The final sill` plan !las a parking
U Included arc architectural�lev►(tio,s,drawings, struclln e.
photographs or other sisual materials shooing an} ratl, l. ac.1-,:l.14,11%,nlucna
parking structure proposer on the site and surrounding drawings,phonographs Ila oho %isnot
structures and land uses. materials submitted ssith the initial site plana
'fhe elevations shall he pall'lithe approsed
final site plan.
GROUNDWATER ASSISSN11':N•I'
(R4•,lnirrallen all runt-r,'.vnlculiur/sib'IthilIN nu!Nel'acral l,r lvrhlic nr,n,•,)
U If the plans show a use Ising Tess than 2,001)gallons/day (average) Fier 3 I i oun►Isvuler Review 551II
U If the plans show a use sing greater than 2,1101).gallons/day(average) Tier 4 t:rouudwater Review $1,11)4)
U Relief from conditions o approval: modification or waiver of requirements 5425
Notices required by Section 32.4.2.1 (f)
Preparing anti mailing or delivering up to fifty (511) notices $2110.011 plus the actual cost of first class postage.
Preparing and mailing or delivering,per notice more Ihan filly (SI)) $1.110 plus the admit cost of first class postage.
( oner/Applicant Must Read and Sign
This site plan as submitted contains all of the information required by Section 12.5 (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 he
deemed incomplete and shall he denied by the agent within ten(10)clays of submittal as provided in Section 32.4.2.1 or Section 12..1.; I
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 las and or email. This consent does not preclude such
written communication from also being sent via first class mail.
For Final Plans Only: To the best off,my knowlcdae, I have complied with Section 32.4.3.1(a)of Chaplet 18 of the Code.
("-- - > .,:., l / ) ) fit ► 6h,4 / ( 4; • ) C,
Signature of Owner, Contract Purchaser, Agent Date
/)l /..)� = /
)(7 c3 %dv, r. ) ) — . Y ;_, f / 4 5
Print Name Daytime phone number of Signatory
REVISED 6/10/2015 Page 2 of2
4
F incl Site f)evelopincn1 Plan �,t '
( 'hec klist ;' "�
Project Name: Rivanna Villa9c Block A Vlll,rs
/Firm: Alan Franklin PE, 1.1 C
This checklist Hurst he completed, signed and.submitted with the ulrp/►eunon. the i►►/orvnution contained in this
checklist reflects the contents of the,Section 32 o/(halter IX o/the ('ode of (he ('cuuur 0/ Ilhentarle also Anuav► us
the.Site Plan Ordinance as of.lanuurl' I, 2013. The applicant is responsible lir insurinl; that no revisions to the
Ordinance have occurred since preparation ion o/this document
this linal site plan has:
Id an initial site plan hal \\•i. approved for the development and it remain,. valid, til)l' ,)() 15 .(G
VI satisfied all of the 'equirenrents of section 1.".6 help \and
lid satisfied all of the 'onditions delineated In the letter provided under ‘a..1 lion I.' 1 ' ')(...1 regnned to be •„ni'.tied prior to
submitting thfinal site plan.
lid Authorized prepar'r.
lid The plan,and ;urs :nnendnrents to a plan, is prepared and scaled, •,u,ned and dated by one 01 the 10111)55 Ulf'
U An architect licensed to prac tite in the ('uuunon\ae,llllr ..I V',panr;r
6d A pruli'ssiontil cngincer licen,,ed It) practice in IIIc l orruuunwealllr ul Vnr,rnr.r
U A land snrvcsor licensed Ill practice in the i onunonweallh of Vir'inia
LJ A certified landscape architect licensed to practice in the I onuuonwcalth of Vrr,'rua
lad Number of copies when first submitted.
lid Provide the rnnrher of copies as directed in the Initial Site flan approval Irlte:
Gti One(I)reduced copy oldie plan no larger than eleven ( 1 I ) ll\ seseuteen (I7) inches III ,ve
6d Scale and site.
lid The plait s prepared to the scale of one(I) inch equals twenty (.'11) feet or l ii 'er. or to another stale approved is
the agent n a part icul,n caw.
❑ i klher stile approved -one( I ) inch equals ( 1 leel, by,
la No sheet .xceed', toil\dm)( I)) inches by thirty-six ( i6) inches in site
U The plan S prepared on one(1)sheet. OR
Lid The plan S prepared on more than one( I)sheet and match lines clearly indicate where the several sheets join.
lad The top o .each sheet is approximately
6d North or
❑ Fast
6d Dimensions.
'I'he plan is dimens oned to at least the following,standards for accuracy:
lad Boundary. setback and toning lines: Within one one-hundredth (0.(11)era Biot.
6d Existing contours: Within one-half(1/2)of the contour interval required in section 32.6.2(c).
•
6d Proposed contours: Within one(I) Burt horizontally and vertically.
lid Spot elevations: Within one-tenth (0.10)ofa loot.
6d I xi.sting 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 lbot.
6d Proposed structures, roads, parking lots and other improvements: Within one one-hundredth(0.01)of a
loot.
i
REVISED 06/10/2015 Page I of
11u 11t,n I,• I 4111111) I !HAI �;u, Pim,1 tic; hlisl
Site /'fun Ordinance Section 32.6 - ('Intents u/filial site pito:
In(addition to eHiiI iillillg till 11/iii,• 111/ul'11141(iUi/ rei11lll't',1 i lr,' 1111 ,ill i111U,11 vi,'/,1,111 ,IN s,', ii,,u + it 111L11
/1/ci1I.5'llydl(vwlcliil the/(1111011111.1:.
6d I)enu)rlstrate cuull)li;lnrt.• 551111 Chapter. Speeilic )srillrn '&11 C(1111(''. to u,tic . .i uetc,.:lI Iu tlrnlon,iIIit 111x1 the
reeptirentents t,l this chapter are s:Itislied.
6d I3t'Oposet1 grading.
lid Proposed L'Iatll111' (lilt (o 155(111\ I21)I percent slops, III:I\111111tH INtr I.'I 104)1 ettl114)111s, 41st i lss(iil‘ I.'11I
percent slope 111:1\111111111 Ii\e h 1(401 c )nitiii )
lid Water and se)ser IaciiiIie
Id Detailed plans fir )lop )" ' l water a11(1 se\\ Iat dillr, lilrindnll :III 14114E stir,, IS pc . ant( )'I:ItIc•,.
64 proposed connection,, to c\islill'or proposed ecrlll:II ssa1(.1 .1lpphr. and Genu;ll :e)\.u', •.\ icil(.
f,d location'and tl inch Um' 01 prt,l)tttictl t iiic11ls ;Intl t‘.11 •111t•1 hits art• 10 I)r public(\ III Itrl\alcl\
rnaintail 4 (l,
61 profiles and Cross srcli0us 01 all c);Iief :Intl setccr lines tin 111(11111' cicalnn( e ))herr lines r10ss
6d all \tatty main local ions :Intl sr/es; e;ll)es :111(1 lire II\(11,1111 Ittt .111(41,
IA all setter:Iltpurlenanccs I)\ It pe and
6d the station On the 1)1a11 lu conlornI IO the '(.ikon ',11()%5 11 01i the prttlilr:Ind intiltIIr the hip ;Intl Inert
elevation OI each siruclurc.
6d Drainage and grading plans_
6d Detailed eoirmucliln dr.Iina),e :Intl grading plans:
Gd I'rt)lile, 1)1 all diiehcs ;1110 channels tthelhcl pioptse(I (Ii c\islin ,. sll,rttin;'.e\rain) and
proposed grades, and invert oftlilclres, cross pipes Or utilities, apical rlcuulcl cross
sectio((' for IIC\\ construction; and actual cross `.eclions ioi c\lslillg rhallllel`, intended
IO remain,
Id Profiles ()Fall storm se\ter s\slenls shrnt 1111' e\isiir►g and proposed grades.
6d flan \ictt 01:111 (11-;1111;WC '\'imus ss 1111 all sIiiiuhures, pipes and channels numbered or
1(..-tiered (in the 1)1a11 anti profile sietts. Shutt suliicienl dimensions 111111 bene(( nru•Its IO
:111055. Iieltl slake 011I 01 1111 proposed 5501( frons 111E htundary lines,
lid 1 drainage sununart 1:111( Iiu e11Itc11s_ '-tur111 setter anti channti' as described iII the
titllmt 111p,e\aniple:
tilruclllre l)e cripiion I eur',lll Inserl Insert ~14,1)1 1<einarks
Number In (
I I'" R('1' 30" 21 til) 12,1.00 100.00 Provide
('lass III ', I W
1)1- .313 I I' 26.00 132.(111 i" 1
I op
1'( i , 100' 120.00 100.0(1 5.00"'/tt I) I2 -
I tirade 200' 120.00 115.00 2.50% I) I S''
Swale
6d A legend shot ing all symbols and abbreviations used on the plan;
6d General notes, typical sections, and details of all items not covered by Virginia
I)epartment ofTransportation standard drawings; and
Gd Flood plain limits for the one hundred (I00)year storm for all watercourses with an
upstream drainage area of filly(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 li)r review of the proposed
development.
REVISED 06/10/2015 Page 2 of 4
ih lu;ulr “unl\ F111.11 Phu] t II.', I\I1';t
6d Street sections.
14 'typical Street serous' to}tcther steel sections \\ht•te 'sect rut 551 till is Ise (` ) (ret oI
greater;
6d centerline curve data;
6d radius of curb resin ns 551 edge of pavement,
611 location, type and site of proposed Ingres,. to and cgrrs•, 114,111 Ilio 'Ile Is) 'elhrl M illi (albeit svt•
6d symmetrical IIIA itl5511 of pa\ement :II intersection c\i'.tin,• ',ueel.
14 the edge of sheet surface or face of curls 1),r Full length of pr4p4,'.t-41 sheet
6d when proposed streets, intersect w 1111 or adjoin cs(rstn,' sneer. 01 Ita+ 1)5511 ed).ges of esislilli'
pavement (41' Il I\c14.WI\ together \\ith curb and gullet indicated (or a minimum ul one hundred ( I00)
feet or the length of connection. \\IIiclle\el i, IIIc )'re:ueI do;tante
6d Public facilities and utilities.
(a All public facilities, utilik and drainage easements outside IIIc I I;'IIs of )4.;I\ of public streets, loo\ idrd
that new easenments, IIIc\ be generally shown and arruratrk dedicated h\ scp:u:tle plat
m All water and sew eI lac ihties to be dedicated to public use and 1114.• casements 1101 those facilities and
shall b4.: identified h\ a statement that the tat'ilities ate to be dedicated to the Albemarle ( oust\ tier\ice
Authority.
6d Signature panel. '
6d Signature panel 101' signature by each member 01 the site revie4.% committee.
6d Parking and load ng areas.
6,1 For all parking and loading areas, indicate the
6d site.
6d angle ot stalls,
6d \\idlll of aisles and specific number(I'spaces required and provided, and
6d
method of conlputal ion. Indicate type of surfacing for all paved or gravel areas.
14 Landscape plan.
Gd A landsc pe 1)Ia11 that complies vvitt) section 32.7.11
6d Outdoor lighting.
6d Outdoor ighling information including
6d a photometric plan with
Gd location, description, and photograph or diagram ofeach type of outdoor luminaire.
U Recreational facil•tie .
'
U Specilica ions for recreational facilities.
In addition to the items required by the ordinance, Albemarle ('minty 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 he
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.
lad I. Reference the benchmarks used fir surveys. (Albemarle County Engineering Policy)
(4 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
m 3. Label the maximum height of'all retaining walls. (Albermarle County Engineering Policy)
14 4. Provide copies of oft=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
,Alhrn1.111c ( unly I I11.11 `111 1'1.11, ( 1111 kiist
ti. Show and label NI1c.M1 bullet lunit s (\\ale!' I'roIccliun ( h111u;1111 \\'I'( ►)
GSI 6. Indicate the deed kHd, tint, Gagetelcrrmc lin'all t‘gaitt}. ca.en)el►1s located on the 111u1)erl\
(Albemarle ('ounty Sei x ice Author ilv I
L.J 7. Tier I - I)raltor I in;ll (iruunll1\1;ul;t12,e11(n0 I'l;u) (\1414 ) tierlul l I / It).)
Ll K. Tier 1 Aquifer Ie•,Iing ‘\ulh plait (VVI'( ) 'eclion I I It) 1)
Rea(, and Sign
In reprcNenling the ahnve t I Iirn,\nInunull. I,I:,n lire hind) ,11i rul I licirhN ,nlr Ilr.il. I11111r ht-.1 01 in‘ ktuinIellf�r. lit allachcll 111,111
contii))JsaI +( li)nnaliun requilrd 1„ thiN cher l,l,•.t
Sii1,;Hire u((h+ne1. t'unlract l'ii,l hatirr \I
f._a Jvl r L` ) )1 1 ( 1r/ ' ) )
Print Nome 1)u"lime Pho11r nunlhel ..I *i)•11a1u1,
REVISED 06/10/2015 Page 4 of 4
Albemarle cdunty
Community Development ent[2902-4r
401 McIntire Road Charlottesville,VA 22902 4.
Voice:(434)296-5832 Fax:(434)972-4
Planning Application
PARCEL / OWNER INFORMATION
TMP 079OO- -OO-025AO Owner(s): RINANNA VILLAGE LLC
Application # SDP4, 16000
PROPERTY INFORMATION
Legal Description I ACREAGE
Magisterial Dist. I Scottsville I Land Use Primary Forest
Current AFD FNOt I(FA/F District Current Zoning Primary Neighborhood Model District
[APPLICATION INFORMATION
Street Address Entered
I Judy Martin I
Application Type Site Development Plans FO/12/2016
Project Rivanna Block A Villas- Final
Received Date 10/12/16 Received Date Final Submittal Date 10/24/16 Total Fees 16
Closing File Date ® Submittal Date Final Total Paid 16
Revision Number ■
Comments
Legal Ad
SUB APPLICATION(s)
Type Sub icafiat Comment
rin Plan , 10/24/16
APPLICANT/CONTACT INFORMATION
Contac#Ty a �.0 Name A s at S Zip Phone I f
Owns itca NA t L 314 E WATER sr' TQCi RL WLL
Primary Contact ALAN FRANKLIN, PE 427 CRANBERRY LANE CROZET, VA. 22932 4345315544
Signature of Contractor or Authorized Agent Date
y � s
Application for �,,► °�
Initial Site Plan or Final Site Plan
or Site Plan Exception
Project Name: Rivanna Village Block A Villas
Tax map and parcel(s): 79-25A&93A14 zoning: NMD
Contact (who should we contact about this project) Alan Franklin, PE
Street Address 427 Cranberry Lane
City Crozet State VA Zip Code 22932
Phone Number 434-531-5544 Email alan alanfranklinpe.com
Owner of Record Rivanna Village, LLC
Street Address 304 E. Main Street
City Charlottesville State VA Zip Code 22902
Phone Number 434-974-7377 Email andrew.boninti@cbre-charlottesville.com
Applicant Alan Franklin, PE
street Address 427 Cranberry Lane
City Crozet State VA Zip Code 22932
Phone Number 434-531-5544 Email alan@alanfranklinpe.com
Type of Development
m Residential U Non-residential
Type of unit(s): Villa/Townhouse
U Commercial
U Industrial
#of building(s): 7
U Quasi-Public
Sq.ft.of building(s): 6 @ 7,472 Sf, 1 @ 5,460 Sf Sq.ft.of building(s):
#of units per building: 4 in 6 of the Bldgs, 2 in 1 of the Bldgs
Acreage of site:
Total#of units: 27
Acreage in open space:
Resulting density: 2.81 units/acre Acreage in roads:
Acreage of site: 9.619 acres Average gallons of water used per day:
Acreage in open space: 4.420 acres
Acreage in roads: 1.113 acres in R.O.W.
Average gallons of water used per day: 7,290 gpd
FOR OFFICE//U,,5•
USE ONLY "SDP# U)42 620
Fee Amount$/C(// /)0Date Paid 10114/IPBy who?&k1LO Wll11,14; Receipt# /01o5/er Ck# iblgt? By:JP
County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
REVISED 6/10/2015 Page 1 of 2
Intended use or justification for request:
`r+ `rr?
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 ® $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
$36 $
16 folded copies of the plan 11 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.
U The initial site plan has a parking structure. U 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)
U 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
U 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.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 class mail.
For Final Plans Only: To the est of my knowledge,I have complied with Section 32.4.3.1(a)of Chapter 18 of the Code.
rd-4 r C - 6 --)
Signature of Owner,Contract Purchaser,Agent gent Date
a ). 3V. 1 3 / a5
Print Name Daytime phone number of Signatory
REVISED 6/10/2015 Page 2 of 2
Firms, Site Development Play , `AA
Checklist
Project Name: Rivanna Village Block A Villas
Firm: Alan Franklin PE, LLC
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:
® an initial site plan that was approved for the development and it remains valid; SDP-20 15 - 36
® 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.
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.
la 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.
® Number of copies when first submitted.
® Provide the number of copies as directed in the Initial Site Plan approval letter
® One(1)reduced copy of the plan no larger than eleven(11)by seventeen(17)inches in size.
m 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
® 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
North or
❑ East
® 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.
® 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.
REVISED 06/10/2015 Page 1 of 4
Albemarle County-Final Site Plan Checklist
Site Plan Ordinance Section 3,401,0-Contents of final site plan No✓
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:
RI Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the
requirements of this chapter are satisfied.
® 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).
® Water and sewer facilities.
RI 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.
lki Drainage and grading plans.
• 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;
• 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;
® 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
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
• 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.
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Street sections.
Gil Typical street sections together with specific street sections where street cut or fill is five(5)feet or
greater;
m centerline curve data;
m radius of curb returns or edge of pavement;
m 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.
m Public facilities and utilities.
m 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.
m 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.
® Signature panel for signature by each member of the site review committee.
® Parking and loading areas.
m For all parking and loading areas, indicate the
m size,
angle of stalls,
m width of aisles and specific number of spaces required and provided, and
lia 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
m Outdoor lighting.
m Outdoor lighting information including
m a photometric plan with
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.
® 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)
m 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)
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Albemarle County-Final Site Plan Checklist
Noe *toe
fa 5. 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 above referenced firm submitting this plan for final approval,I hereby sate that,to the best of my knowledge,the attached plan
contai ftrmation re u' ed by this checklist.
Signature of Owner,Contract Purchaser,Agent Date
Print Name Daytime phone number of Signatory
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