HomeMy WebLinkAboutSDP202200043 Correspondence 2023-03-17 (2)t��IL
\� CONSTRUCTORS
Utility Scale and DG Solar.
Rivanna Solar Final Site Plan Comment Response
Reviewfomments
ReviewmL
Response
Responder
Entrance designs do norappearto meet design standards far approval. Plearrylem
antl
AbennaM Catty
Edgeof tantl tlehtance attached toe of rate
o ng pavemen pmpase edge
pmeriran Xellos
IaMl the edge of existingent and moutl entrance attached to the edge of the
Rau[e]291guck island Road) and Thomaslelferson Parkvny are on SM1ee[GZD]
Drainage calculations are included in the on C202. Based on Recall
Drainage calculations are required for review and should include hytlaulic information
modelingl20230310 RNanna_M1Vam_ReportRev1,dQ the flow in the machine
such as but not limited to the spread, depth of spread, carry, sum tlitions,
p con
M1ytlraulic grade lines, eh. These sM1oultl Mpart of [M1e MSO review antl may not M1ave
AGennaM Cdtly,
ditch at the temporary enance is not changed based on am, conrtmRion. The
Amedan Helios
bcen
pre cunstmction/pmtconstmction ditch flow, is Om'N.TheflowtxmugM1 a 1S"
culvert is 3.6 its. Ahydaulic grade line is now included on Mail 1/C-207. A
submitted to tM1 is agency.
sump condition does not on n
desimad
VOW reherthaes culverts tohave awrdg Min Hw/Oof and
anualbe
The only cationist
hat hasias a tlsitleonPch axon thenorthside of the
no
elevation should be no higher than ]H"below etlge of mad Please sM1ow[M1e elevations
vatiodrainage ould lese the
AlbertnaM Cdtly
Tervewarydinvi,war,o names Parkway now includes
pmjati Tempornfarthe
American Helios
of
elevation rallouts tor[M1eed edge rave en[, [o of culvert, and culvert invert
edge ofmarment,top
Please pmviae pm0leviews beeach prepared entmnce,to inclutle a minimum EO' hom
Albennale OMy
Profile vievrs on C 202 have been extended trainCL of State Route to edge of
Aneriran Helios
center of existing read into the proposed site
ROW.
Please see V00T ROM F and Bit) for sight distance Mangle requirements. lsvvolume
Stopping site distance triangle is included on Detail 1, sheet L-1W
commercial entrances require sight distance based on shopping sight distance and not
AGeonaM Count,
hand— Ian. Additional intersection
Pami 1 Natoppmg sweetdistances
American Helios
ntersectionsigM tlirtance. Sight linesshoula be shown on planting plan to verify clear
20ans
distances are mdaaed on advewavaebns, sheet c-zm.
Imes nfsi xt.
Stopping site distance triangles are included on L 100, Detail 1, sheet-101, and
Please pmviae entrance geometry details br low volume commercial entrance design.
Aemwn ee CwLV
L102.Additionally, stopping site alsbnces and intersection distances are
Amerian Helios
included on dinve,war, details, sheet C-20T.
Please pmviae entrance gcometrytletaidsfortompoary construction entrance design.
AOennare OMy
Tempoaryentam, geometry has been updated to include details fmm the
aneriran Helios
VOW Law Volume Commenrial Entrance standard retail.
Final Ianwfllbei ned and sealed by aPmhssional Engineer ortoapproval.
AOence.OMy
Noted
American Helios
Please add the following note to the plan: 'ATempoary Tmffic Contml Plan jrTQ is
required b obtain a permR to work wRM1in VDOTRigxt of Way. TheTTf shall be
prepared by an Advanced Work Zone Declined person, certification and and verification
Note has Men added to Site SpxiOcation and Design Mail table on SM1ce[C
reparepaired!number is uiron the TTCsubmittal. See
h.P,/www.virginiadotorg/business/msourtes/tmffic engineering/memm2/rE-
AM»M naOdtly
0D11Cover SM1ce[I.
American Helios
3I5_Work ZonenafficContml Taining_Pnecedures.ptlf
a' in
DuetothW requibdohaiadditional comments or conditions may be midmorning.
AMnnaM Coach,
Nototl
American Helios
Please mviae a comment res se letterwith eacM1 submission aRerthe initial.
4 ing, Granny,AmmmenGes
se letter will be included with the Site Plan resubmission
American Helios