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Home My WebLink AboutSUB201600061 Plan - As-built 2023-03-17 (7)LEGEND EXIST NEW DESCRIPTION 165TC x 125TC TOP OF CURB ELEVATION 16' x 12i SPOT ELEVATION 16' TW x 12' TW TOP OF WALL ELEVATION 165BW x 12'BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER ROOF DRAIN SEWER LINE WATER LINE GAS LINE OVERHEAD ELECTRIC WIRE UNDERGROUND ELECTRIC OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK D - DRAIN INLET (DI) OO OO SANITARY MANHOLE C C PLUG x WATER VALVE & BOX FIRE HYDRANT ®" ® WATER METER ♦� ♦� LIGHT POLE UTILITY POLE SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT AS -BUILT V5MF PLAN FOR GLENMORE K2C-11 - FH3 TAX MAP 93A5-1 WF0201 G00059/WFO201 G00008 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "=2,0002 G. NeWUndge Rd Westecham gt �o e Bivanna Aircraft Sales o� � Famn� spa l',n� "bya hPry AQ, C SITE Mobile Scratch Pros n o` 0 9,w IMAGE PROVIDED BY GOOGLE MAPS 'E Energetics is �1mes�a�e Greek TREE LINE FENCE STREAM 312— — 12 — INTERVAL CONTOUR SHEET 1 N D EX 300— — oo— INDEX CONTOUR CI - COVER SHEET CG-2 CG-2 STANDARD 6" CURB C2 - ASBU I LT SWM PLAN CO-6 cG-6 COMBINATION 6" CURB & CUTTER C3 - ASBU I LT SWM PROFI LE C4 - ASBU I LT DRAINAGE AREA MAP CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND BUILDABLE OPEN SPACE PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 ,Ilk � HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. PROPERTY INFORMATION OWNER: GLENMORE PARTNERS, LLC PO BOX 645 CHARLOTTESVILLE, VA 22902 DEVELOPER/ CONTRACT PURCHASER: RED DIRT DEVELOPMENT PO BOX 645 CHARLOTTESVILLE, VA 22902 BASE INFORMATION TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS IS A COMPILATION OF THE FOLLOWING: TOPOGRAPHY VISUALLY VERIFIED BY JUSTIN SHIMP, P.E., AUGUST 2015 TOPOGRAPHY AND PLANIMETRIC INFORMATION VERIFIED WITH FIELD SURVEY ON JULY 7, 2014 BY ROUDABUSH, GALE & ASSOCIATES. JAMES H. BELL JR., P.C. (U.S.G.S. DATUM) DATE OF PHOTOGRAPHY FEB. 22, 1998, DATE OF COMPILATION MARCH 12, 1998 ROUDABUSH, GALE & ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS -BUILT ROAD AND UTILITY PLANS - CARROLL CREEK ROAD AND FARRINGTON ROAD PLANS DATED APRIL 4, 2008. ROUDABUSH, GALE & ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PRIVATE ROAD PLANS FOR SECTIONS N, 0 & P, PHASE II, DATED MARCH 6, 2001. DATUM: NAVD 29 BENCHMARK: ELEV. 290.97 BOLT FIRE HYDRANT RIGHT FRONT BONNET NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY ZONING: PRD MINIMUM BUILDING SETBACKS (SEE PROFFERS): FRONT: 25' SIDE: 10' REAR (ON ADJACENT LOT): 20' REAR (OPEN SPACE): 10' SOURCE OF AS -BUILT SURVEY AS BUILT SURVEY PROVIDED BY: SHIMP ENGINEERING, P.C. PROVIDED TO SHIMP ENGINEERING ON:05/05/2020 ADDITIONAL SURVEY PROVIDED BY: FORESIGHT SURVEY, P.C. PROVIDED TO SHIMP ENGINEERING ON: 07/12/2022 OP HIMP Y o. 183 SIMTAT ti�G o66 �n.•n \ v 7- .• n A11 9- 6 X i z- a _ I \ �7-------- --6(� / \ / a ----- 3 z �� w / `fuel • / / \ a \\ �� 48- 1 o in o a i SEZ6P I I / // V A A N V •'\ 2F 455 I IL---- Si Xf' TEE -- II 111 Cl) o 47� X 6.. GV EW-12 3 " �� - 3 v-i I . 47X I 4 o 6"X4" REDUCER (TYP.) �. 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Z 111 11 11 11 111 11 11 II_I III II III III I, J � ( i N l 3 14� �� I I I 1 1 1 I I I I I II A l IV �- �----7--- - /7 / I 1 I I III I I I 11 M V �LU I 12 UA IIIII Z _-�� c^ � . • '' 17/ / // / // 1/ � � / � I I I I / ;�' �I � II III II II II 1 � V AV A A Lu 1 \ - w "O�OJ� I I I I \ Date DB 5136 PG 537 7 18/2022 31 SAN LAT dig SF -\ \ / / / �/ \ \ \ \ \ \ \ \ \ Scale r,3p2-� LrF '� \s9� / N A 119' TO MANHOLE 21A P,<"� / �/ / / \ \ \ \ \\ \\ \ \ Sheet No. C2 OF 3 s / / / I \\ \ \ \ \\ \ File No. \ \\0 15.050