Loading...
HomeMy WebLinkAboutWPO202100041 Plan - Revision 2022-06-03RD - - - D . \.. TELE X ' d R - '� --600-60- ILUTC 9 2150 5F11 \ \ SF 60 I g LQ 140 6pq 11 FFE 595 46 gFMO-Z 98 t GCS ao a=� soo g1 SF FFE 6� F6 6 BFE 5 PRT'6 gFM°ZPRj 96- 17 p3 11 594.4 MOZ ,598 5 FFE 593.96 gFEMOZPRI„ — — — — \ Ay "- \ OT 4 17 46 g8 gFE PRj„— SOT SF o 76�2 46 gFE59 T 1 "MOZ _ — —9*75 95 -596 `p1 SF 1376p2 46 gFE 5g3T 1 „MOZAR 96 SOT 1 F 137602.46 FFFE 593 3, „MOZAR — — — — g4 93';-594 — — — _ _ _ _ \ -9a 11 43 S FFE �3 3 g, M�Z1 98— 25 gF-E 1 9� 1 „MOZPR x B— -92 � FF �P8v 80 oq ' 9g 661. 1.0�2 z — x 92 N 96 ➢ — / 92so o W \ / 25 HP- - —1m� 9260%-592 ul s2Dc 1300 SF moo. __ GRADING � � 94 - ' W 2._0`° — \ ✓ \ - _ ESMT FRO � / � _ � W / -— 1N � 1 RTE 29 LLC ` / BENO� i W 92 so OF2CHID W 91 / iW — 92 \ FPBOR P° \ W — 10 _\ — � 1.5% 9325616 % 07 q 90 a j \� z 1005 SF 6 P� - - \ \` NOTE: THE GRADING P 588 3 Ro CID CONS UCTION /z 91 52 /ao �QA SSF REVISIONS SHOWN q \ O V P i q z 9 0 2 \ \� DO NOT CHANGE THE �o0g4s 1� M 11 OVERALL APPROVED 10 FFE� X° ° pogo SFp6 \ a 15°5a� N' q a° DRAINAGE DESIGN. —� M R ° 5 SF SF LOag p055 a° ao — og0 5 �1 4 FFE PORN \ X3515 G 549, ESM 8 o (R 14 g0 o� �� \\ 2fI SF�,— — 588 1 q.9 ebb - - \aJEAD BGN 84 15`FE gvR $ - \ \W LL � 1 AIEI -GENE R \ ti % $N\ 1�g0a331` 52 8 F,NEP 1 / ° \ �•._ �.. s \ q 5 a \., \ S \ �` FFE Puss t R 49 1 b' X ao- - F F R�1 ��L R ao / / 10a1 3�F A V A 93 �C) Jo S y +p o �� o 6\ :J p0 +o 1 � O.� �T oNE ao � / / E F\AL ` 1 \ 78 MANAGED 6 \3F i � SLOPES GIs � 6 q � J�6 �a2- — _ � 76 \ 15a $05„ 14 74— > E I 4Tc- mm 1` \ 15838 722' 1 5 \ �„ 2 \ W W W W W W W W W W N W W �s i ,9 1� '— �0 5F O� x 4 ° �9 PURPLE FLORA�?Bs is — — / i — \ / `:1- a' / i w �oT 2 — s E s _ 4 v 3 F / 6 x / 72 72 72 72 2 7 ,o \ / FFE S7SF / RETAINING WALLS l FFes SF '9�7 20 ,' YIELD SI�GN AND GRADING AS W � oro 79'a SHOWN IN FINAL SITE3374a° a-d 3 73so90 u91 PLAN SDP2020-63yro \ \ G-REV �1s � v \ v 73 —7-2 � 73 MAINTENNA A X 01W 3 PV A \ F-PP D-PP B-PP 75\ 74 E-PP DATED 03-07-2022 EAS ENT \ `\X\ `\ 7 0 TW \ �4 HP A v iG / \ >4 x\ d \ \S>? /� LOT 33 >L0� 32 LOT 31 LOT 30 LOT 2-� —LOB 28 LOT 27' _ / SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o U JU TIN Sa ic. 83 iZz VSMP PLAN HTC AREA C TOWNHOMES \ ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.12 REVISION: 1) 2021.10.28 2) 2022.06.02 - Updated to show grading & Retaining Walls matching the Site Plan 19Z2 -&F 1336 SF 1302 SF 1302 SF 1302 SF 1302 SF 15M SF TFE 574.73 FFE 574.13 FFE 573.73 FFE 573.13 FFE 573.13 FFE 573.73 Fff 574.13 — 2i °G ATE M / \ - "MOZART" "MOZART" "MOZART" "MOZART" "MOZART" "MOZART- - 'MOZART" o � s 291 FILE NO — _ / M HLI --- _ _i °� y1. ucu \ 7 '.7_ ucuucu Bw � - - - X _ �2B0 7290 73� 7 9oi� oGJ/ � � . 20.018 X 9 To-- q 7D.o ao tea° - - - - - UGU \ ,° AGE GRADING PLAN BLOCK II ju GG—DGi� - - - - - _u°D GG - G G . OCK \ - — 8 6 x 20 �3 566-1,,soF tD 6$ 6 g 50 68 Bo CONK0 R � i RlVA7E - -� 68 MAX. 2:t SLOPE. PROVIDE - 32 20 0 20 40 60 - - - - - . - LOW- MAINTENANCE GROUND' - - - COVER- ON SLOPES - - - - - - - W W —W —W W. W W W \WP.W —W W R/W}� Scale: 1"=20'C9 20'- WATER .ESMT - - - - - -