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HomeMy WebLinkAboutSDP202200043 Plan - Revision 2023-04-10 (2)LEGEND ® — - - — PROPERTY LINE __ O —OHP (E) OVERHEAD LINES &POLE (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK SITE GRAVEL ACCESS ROAD (PROPOSED ACCESS EASEMENT) I + / I S LAYDOWN YARD (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) SITE E SOILS BOUNDARY ---- — — BUILDABLE AREA DIVERSION CHANNEL I S I 15 ^�^✓ww�• FLOOD PLANE DELINEATION �.-�-- f // �r 11 ( f � ♦ D.A.A 1 �--'z / I I \ CRITICAL SLOPE REGION (>25°k) �� � �1-�1" { J � / v�'�,,..,,� �\ / ` r { i ( qlc' \ \ r ° \` / I 1 i 1 ] PERMANENT STORMWATER CONTROL Z • n _/?f6 II � � 0 Vy I s\mil l\ �` 1\ �o \♦ `� �\ \�\\\ \ � j _�\ \ VEGETATIVE BUFFER , -✓ Y/, � // 1 r ,rt i t\ ` 1�\/\C��---�_v�l DRAINAGE AREA LOD LIMIT OF DISTURBANCE ( CROWNED SITE GRAVEL ACCESS ROAD (SEE C-214) 75 — — (E) MAJOR CONTOUR (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR D.A. B \ \ j \ \ — 376 — (N) MINOR CONTOUR \ \ \ D.A.E \ yz R \--" \ \ \ \, •) i ; yam! NOTES: r_rl 1. PRE -CONSTRUCTION DRAINAGE AREA NAMING CORROSPONDS TO VRRM SPREADSHEET TABS. M '. I i • � • 4 \ VAy]�V A 1 � I�_l \ V ' �J Il {� ` \ � ( � I / A V \\ � 11 �I I � V — )l y/ 'k�A17\VA I \ L__---�--�--� ELECTRIC r `y EASEMENT N�AA VAAA \ �y ter-,- I/ / /% ,.���-�J / � I I ✓^� �AVA�VAAVAVAv � ti \�\AA \ vv� / \\\\\ \\\ \\ \\ \\ \ \ ry )/fs����(�� t /i—T--'�/�lll�ll�(�l(�2\VAVv� ry�// VA \\ DARIN RAY GALLO Lic. No. 402058736 FSSIO / E�Ol NAL wcwEruassTArtW 8 ISSUED FOR PERMIT AA DG 03/10/2023 7 ISSUED FOR PERMIT AA DG 01/20/2023 6 ISSUED FOR PERMIT AA DG 01/09/2023 5 ISSUED FOR PERMIT AA MM 12/29/2022 / \ TT AA D.A.D t ti \ �/ ` \ l \< < \ I \ -/ REV D SCRIPTIONBYCHK DATE / � �'V� V � f � AAAv VA\\ �, PRE -CONSTRUCTION EX3 \\f{ DRAINAGE AREAS 5HG =E 5HE No. RIVANNA SOLAR I { \ r --k \\\ ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 r � � INA ADAPTURE SOa 1 PRE -CONSTRUCTION DRAINAGE AREAS RENEWABLES 200 4 W-20 SCALE: 1 = 200' 0 QOFEET SIERRA OV EPHEAR ANALYTIC6 DATE: 03/10/2023 DFTR ALEX ASFEH CONFIDEMFNETIYSTATEMENT`� , MW MTTCHELL9O©U7© SCALE: AS SHOWN CHKD:DI ith MENEZES CONNECTIONW WOR DESCWBEDBYSBiRRAOVERHEAD ANALYT16 NO PART 5TD BE DISCLOSED TOOTHERs WITHOUT WESITE.N PERM65ION FROM PAPER SIZE: 24" X 36 ENGRRGAAL OWAY 5re ovERHEAD ANA=CS LEGEND DRAINAGE AREA O _ PROPERTY LINE 4 AREA ID (ACRES) —0HP__0_ (E) OVERHEAD LINES & POLE 1 7.0 © (N) PERIMETER SECURITY FENCE (SEE C-300) I 2 0.9 7 ----- SETBACK I : 3 3.1 ® ® SITE GRAVEL ACCESS ROAD (PROPOSED ACCESS EASEMENT) I> DRAINAGE AREA 5 i / 4 9.0 ' 9 0 LAYDOWN YARD 6 ' DRAINAGE AREA 4 DRAINAGE AREA 4 / \ , / A V> , 5 6 O.7 7.2 (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 g V � 7 3.1 12 SITE SOILS BOUNDARY ', / /�� / 1 \ \ \ \ / ' r I / I $ 9 4'0 2.2 18 — — — — — — BUILDABLE AREA 10 1.6 14 DIVERSION CHANNEL 11 1.1 15 FLOOD PLANE DELINEATION 12 3.0 16 CRITICAL SLOPE REGION(>25%) 13 9.1 17 PERMANENT STORMWATER CONTROL 1�" ^ DRAINAGE AREA 6 DRAINAGE AREA 1 DRAINAGE / �`\` / 15 11 . VEGETATIVE BUFFER l/ \\✓ i=� J / / I \` l\ //rr �' /r M1.f ` AREA2 // ` DRAINAGE+ \. \\ \\ �C \\`_ �� 16 0.6 -----DRAINAGE AREA / / AREA9� A\\\ V\� 17 1.6 —goo— LIMIT OF DISTURBANCE DRAINAGE AREA 7 /r it /, l >\\I �A ' lA �} f i 18 0.8 CROWNED SITE GRAVEL ACCESS ROAD (SEE C-214) DRAINAGE AREA 8 (1 �\ \ ( I \ 19 2.5 20 3.2 75-- (E) MAJOR CONTOUR DRAINAGE ^' 21 22 1.1 0' 6 (E) MINOR CONTOUR AREA 3 i / \ I — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR 24 0.3 /J 1 v \� �> > , 25 0.4 NOTES: 1. POST -CONSTRUCTION DRAINAGE AREAS CORROSPONDS TO SW-102, SW-103, AND THE HYDRAILIC CALCULATIONS PARCEL ID: „DRAINAGE / / 09400-00-00-011AO v A f / 1 \ \ I I I // I I Jl ���.� PREPARED BY SOA (20230407_Rivanna Hydraulic Calcs.pd�. - AREA cam` — �' i�� l \ \ \�� 1 \ 1 _ /! % /,'/d iDRAINAGE/i) � -" � ` ' � � AREA DRAINAGE AREA 12 � 10 V I DRAINAGE AREA 17 4 — — v t � ! / DRAINAGE AREA 18 DRAINAGE AREA 19 Lja DRAINAGE AREA13 DRAINAGE AREA21 r' DRAINAGE ' y / AREA \ �'T \\ \ \\\ \ \ \ \ \ \ \ �'DRAINAGEAREA24 `� / iL i 20 tea\ I DRAINAGE IJ \ 'DRAINAGE / �� 25 / \ ZREA / DRAINAGE AREA22 I 1 \ DRAINAGE AREA14 / DRAINAGE DARIN RAY GALL \ I I \ AREA 15 r f Lic. No. 402058736 ( I / I / OSSIONALC�C'1�4 wcwEERssrnrtW 8 ISSUED FOR PERMIT AA DG 03/10/2023 7 ISSUED FOR PERMIT AA DG 01/20/2023 I ' / DRAINAGE AREA 16 \� / (*II I I \\\ /////j j /i 6 ISSUED FOR PERMIT AA DG 01/09/2023 Z / (� \\ < 5 ISSUED FOR PERMIT AA MM 12/29/2022 4 ISSUED FOR PERMIT AA MM 09/19/2022 REV DESCRIPTION BY CHK DATE POST CONSTRUCTION EX3 \ 0601o,) o �\\ 01 I I I ) DRAINAGE AREAS l,•- `_ _ / / / \ \\\1 IIII / sF�Er mee sxEEr rvo. _ RIVANNA SOLAR q�vvvv ALBEMARLE COUNTY, VIRGINM LAT: 37.962594 / LON:-78.402635 ADAPTURE SOa 1 POST CONSTRUCTION DRAINAGE AREAS RENEWABLES r� W-GO SCALE: 1 ' = 200' 0 200 4QOFEET SIERRA OV EPHEAR ANALYTIC6 , ' DATE: 03/10/2023 DFTR ALEX ASFEH CONFIDEMI'N STATEMENT `� MTTCHELL T TINS DRAVMGMA5PROPERTY OF SIERRA OVERFIEADANALYTR5. SCALE: AS SHOWN CHKD: 9 O©U7© MFORTION IS CONFBTFNTML AND IS TOBE USED ONLY Rv Di With MENEZES CONNMQNW WORK DF ED BY SIERRA OVeeHEAD ANALYOI NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT WRIITery PERM65ION FROM PAPER SIZE: 24"X36" ENGRRDAAR OWAY 5re oVERIIEAD ANALYOCS