HomeMy WebLinkAboutSDP200800118 Review Comments Final Site Plan and Comps. 2008-08-01*-&A
County of Albemarle
Department of Community Development
Memorandum
To: Megan Yaniglos, Planner
From: Glenn Brooks, County Engineer
Date: 31 July 2008
Subject: Emmanuel Episcopal Church (SDP200800118)
The final site plan has been reviewed. This does not appear to be a final site plan. It lacks most of the
details required on a final site plan. The applicants should reference the Engineering Review Final Plans
Checklist contained in the Design Manual. The applicant must also provide Water Protection Ordinance
applications, plans and computations for stormwater management and erosion control.
The first sheet of the checklist used for this review has been scanned and is provided for reference. There
are too many omissions to itemize comments. The rest of the checklist could not be completed, as there
were no drainage or other computations or details provided. The erosion control plan is conceptually
inadequate. The dual -trap arrangement is not acceptable. It appears a basin will be needed in this location,
and traps in the locations at the rear where only silt fence is currently shown. Further review was not
possible.
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dc um" arrrcenl existing h1pu[raphy AI She onle of submitkal, ineluding all crimmg sire reatures_ and any re m-w di.[urhanirs, all al. a regible yu,lc
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l }n,p,iied plan view o mation: (applicaMe to i 'mill !kW pfarls, road attd drainage plant
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pmptimd tnl vgrnplry at miMMIL l 2' XnMur irxcn s - tiwd into exisrkrts womtrN. fns »Wll as cell pmptiwd site rcatures. 15ilcs with less Ihun 4- of
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_kf existing critical ( 2i al sinp.s are not disturbed, unless a waiwr has buw gnnfed by the ME1nning CiaMFMS2! twt RV the di;[Urhantc. 118 -4.1 13 -,041
waining wurlr k*cWd with makirril" height { wafts rryuirc buil&g pcnnils acomrding to Ruklding OMcial €khtkLy)
sakfy ruihng shrmn fur relainkrg wafts mnr4- high tbuiEding pxrnit ma} Ire iRwe 3rma)1pa Pic y€
gmrdrail with VIXA dcsiguatkwu shown far rK67kwti4 wulls not is1 pmkang 1u lravc[ways 1 18.32.7.31
stmtnts: I i %- 33.7.x, tiuhdrvlsrwt I Fnlrnmwt, Article :v, l)ivixi[m 41
Hit pftn emcd perlammnt a E [ements, dimerionmd and lalklal
Ftxatnplas of.nruucnls :1rc:
_ sldavnik CnSCrucrti ear sidewalks hl hC n1;11ru!1W with Succu,
priva[c s,ulirary sewer erxsemer[tx feu privme lines crerssing le1[s
publiL sanitn[y sevcr cmemerns per.ACNA
_ drainagu.v-w mcnts Ei,r any JraiwW Passing Ehrough the site rrom orC silo, or tiw drainage Ayssing pnipn cd prupctty lines,
starmwAcr rnanag.wttcm eas.nricnis oaer al{ fan61661 and 4.MkKia[CJ ank-wrmS and assess
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ir0.ixr wikln IN cnuancd sis3rr casomews
,per— ali drainage e,rwmicnis arc a minirriam 0' wide. Rec[uir of rid& 10' 4rflipe d a. or rhana.'[ wit..M � Ti- 2, kyith �`r. fire pipr.:iwnml {u
,rru Pure nrrt he within the "L1110 ihird of the aascmeM. ll'olky to Hilow W ad04udm eil5emcirt ti idth h r.wra.atiunl
4411 no svncuires urtncrs wnhirt drai1`M9e cit.4n Xg4S 11`01k�}' w Alkw% for excal -Wianl
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. ' -- U110 tnlned:igla dk.kamc lif w� err enimns. less shun 143' x tipeed 1.una of in[erumcd wcc-ts_ measured lhn ni a pma[ kt1' LiMhu vim vrpa.cEte¢ 1[
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? 11.$' minimum radii on entrdnoB tlwper 4 €7[}1' mgairamanis, t3picrk€} 5 75'y e-
VDUF app ival is Ills wuM for art} p€an uffecning pahlic rigrn ai way
EiU and iaper lanes with hvloths and xidths faheied n,per err 12 3 s4irh € ?' [tint w Lefts}
Park�iu iordc0'A1- inn:lt8 -i.{al
icily' 1m -site sigh[ distalacre is nlairrtaiaid h} use of cuilxd isfunds a laiakmwn n' nll'bui3dinp,,~prnKry 1tt 4 +(hcr ilt.:.ihsrrucnil>ns.
curhmg (m all parking urcus :md trxtielwu }s wikh 4'IX)T designations iC6.2, CG 1
Loidim+irid dumps-ter an s at:cessible ai all rimes inoi hetrind parkisigl
all piskin ruws pnriivicd M. curbed islands IPoIity per 18 -.
niinimunt 3' lvid[h of CnrhLJ isfandi iptdiW3 €
sli edges of pavement Iahefcd )where there,t no ct[Ebingr
parking arras dif nslt ex"vd 74-- grwk un }Kherc. in any d'rn:crion
pw ting mdLh x depth x aisle width it 4x19.x 4' or [th{8xv_iY auhcm a 2" grass overhang is pins N4h parking 42cxs can br €6- Jeep per delad 21
• i,AYA21yei rmking ;peter :Ire 9'X10• rniih s ri-wnil aisle Width of M
..-� loading spveecs arc I.', -z2i' (with a nliniwmm Aisle width of v2'i
uacelways mithuul WANig arc 10' wide mmured fn,m curb races
parkirT places are sep oil from enuances.urd 4ireels ito prortimE queUixs ontu j;ws} it niininsum l8' ftum hack of flee enlrancc radices
sidewalk abwc ing parking is 6- wide iexclasive 4curb$. or humper bhxks arc provided tsoe r<fcrcrtee dc[a31s1
.kdn4alka arc a miniluum 5' wiele. ext€ug[ve of k!Bfh
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dunpxter pads ON WX110 with R' in frkx+r Rtr wlutit n iz ih tat lR' 3cpdrl /�
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file: El_sp_GEB_Emmanuel Episcopal.doc