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HomeMy WebLinkAboutWPO202000052 Plan - Revision 2022-06-06SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE 3.03 CONSTRUCTION ROAD STABILIZATION CRS — x — x — x — x — 3.05 SILT FENCE SF ® 3.07 INLET PROTECTION IP 3.09 TEMPORARY DIVERSION DIKE DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS Ivy 3.35 MULCH MU D� 3.39 DUST CONTROL DC El r, SAFETY FENCE TREE PROTECTION FENCING LIMITS OF DISTURBANCE APPROVED by the Albemarle County Community Development Department Date 06,10 6,12a- SILT FENCE AT REAR OF REMOVE DIVERSION FROM File WP0202000052 - Amendment PROPERTY CAN BE MOVED WPO 2019000057 UP THE SLOPE WITH INSPECTOR PERMISSION IF SITE CONDITIONS ALLOW. LOTS 45-55 LIMITS OF DISTURBANCE: 26,000 SF1 NOTES: DUMPSTERS ARE REQUIRED TO BE COVERED DURING NON —WORK HOURS AND DURING PRECIPITATION EVENTS. CONTRACTOR TO VERIFY SANITARY AND STORM MAINS HAVE NOT BEEN DAMAGED DURING GRADING ACTIVITIES. CONTACT COUNTY ENGINEERING INSPECTOR FOR REQUIREMENTS. �— — .—.—.—. 77720 — — 22 —.— .—.—.— —. —. VU \ — 24 — ��SHIMP N'1 A3 ENGINEERING2. IFUEL STORAGE / / / / O LAND PLANNING - PROJECT MANAGEMENT IN PVC —LINED J \ CONTAINMENT / / 74F 912 E. HIGH ST. 434.227.5140 PALLET CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM T 55 LOT 54 PTT-5S- LOT 52LOT 1 LO j �0 �LdT 49 LOT 48 LOT 4� LOT L T 45 53 - _ - - 103 F 103 E 103 D 103 C 103 B 1�03 A �0� 56 _ 1 2 E 15�2 D 102 C �i 0� B 102 /MOZART/ STRAUSS BEETHOVEN BE THOVEN MOZART MOZART STR USS MOZART-MOZART BEETHOVEN- BEETHO EN FE=5 4.33 BFE=533.67 BEE=532.6-7 BEE=532.00 BFE­=-�-3 .33 - BFE=53,100 BFE=530.33 BFE=529.67 BFE 529. 0 BFE=5218.33BEEt537.67 EL��E G3 .67 GFE=533.00 GFE=532.00 GF� 51.33 GFE=53 .67 GFE=j/'/30.33 GFE=529.67 GFE=529.00 GFE= 28. 3 GFE=5A67GFE7527.00 3� Iv ESCP PLAN FOR GU UGLyUGU UGU UG U U PROVIDE #1 STONE UG UGU UG UGU UGU UG 3 UGU GU UG UGU UGU UGU \ \ PROFFIT ROAD GU UGU STABILIZATION FOR ALL — _ I I— _ —..—. —..— — .—..—.. _... —..—.. —.. DRIVEWAYS. USE DRIVEWAYS FOR STAGING. TOWN H O M ES NORTH LOTS 45-55 y LOTS 45-55,.LIMITS 0 o ° p , ;� o _ ALBEMARLE COUNTY, VIRGINIA —DUMPSTER, o v DISTURBANCE: 26,000 F SUBMISSION: O ° ° v ATERIA p 2022-06-06 o S TOR GE. �— \ \ - A4 REVISION: fi W W W W W A5 W W \ W W \ W W ASPEN DRIVE \ c \ AS GAS GAS EGAS GAS GA GAS G GAS GAS GAS GAS �S GASH GAS GAS GAS %G S GAS S G \ FILE NO. G s G TONE 19.029 ONSTRUCTION � CONCR£ � � GAS —.,�, A7 ;TRANCE v _ WgSNO(/1F � � \ � C, GPS ,9 -� S EROSION & SEDIMENT D — E \ CONTROL PLAN A °p ° b P P UGU U 1 © o \ \ Scale: 1"=10' C 1 of 2 o D SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE 3.03 CONSTRUCTION ROAD STABILIZATION CRS — x — x — x — x — 3.05 SILT FENCE SF ® 3.07 INLET PROTECTION IP 3.09 TEMPORARY DIVERSION DIKE DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU D� 3.39 DUST CONTROL DC r, r, SAFETY FENCE TREE PROTECTION FENCING LIMITS OF DISTURBANCE s/O / 0 9P i vo o / PHASE 6 — — — — ------ 494 / Jup / — A 500 \�� \� �--50, �\ � I �— �,\ \ \ ,� �:, , \-,mom /, FUTURE —'�—,, �--_, ���,\ cn I l a° ' / 'i — — G \ ,.:� \�� \ �+s 4 /tea' / — — \ FFF' y 96 Q;14Pq 9 , / /PHASE 7 —------- —' \ 4t 2 V 6 TAN° M / v CURRENT 3/�� �� ?p , // -510— 510_,_ R / Y /Utl \ PHASE 2 ---_ CV / I / 26 / /' ti�--------_---_ V FUTURE / I _-- �y6 F H AJE 44. 3h 3 \ \ _ %/� IV PHASE 1 _� w\/�s�. / FUTURE PROGRESS) PHA 3 \ / V—------i/ FUTURE / _ _ _ _—_ cRv\RO 3 / 3 l l I \ I d \ i •/"/ --- — PHASE 3AF — EX. POLE 30 / N I OFFI TFF� r - • /�na 1 POLE 30Chu / I --- TO REMAIN am / GUY SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ESCP PLAN FOR PROFFIT ROAD TOWNHOMES NORTH LOTS 45-55 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022-06-06 REVISION: FILE NO. --- EX. Vn REMAN� W —� T&T \ MARKER EROSION &SEDIMENT EX. POSE -' CONTROL PLAN ---- 10 0 10 20 30 Scale: 1"=10' 2 of 2