The URL can be used to link to this page

Home My WebLink AboutSUB201400185 Plan - As-built 2020-10-01ROAD AS -BUILT PLAN FOR RIVERSIDE VILLAGE TAX MAP 78, PARCEL 58 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA SHEET INDEX C I - COVER SHEET C2 - TRAIL5IDE DR. PLAN * PROFILE C3 - TRAIL5IDE CT., RIVERWALK XING, AND ALLEY PLAN * PROFILES C4 - STORM SEWER PLAN C5 - STORM SEWER PROFI LE5 LEGEND VICINITY MAP SCALE: 111�=1,0001 4L ° Pr° Locust P''e I g �d� Grove �4. i uth Ave �� r+/ h`c � o Cej' `Py I C% rr c�OR s,� l`J/.• R47;mOna Rd CJ zsa Darden Towe Park • erf01 P Po CP 3r L�� O'� Wilton Country Homes 19nn Rd I 1r d0` 5 Hansen Rd a o love s a Profess u' '1c,� Carnage Ctr Condos �a Rrverbend y%��- a, Hill Condos Franklin Dr °nren p Ct o` Fontana F� 01ympia Of t. Condos A Abbey Rd, °c Medical Ctr Condos�,� Meade Park Riverview, v �w Park a CIA— i IMAGE PROVIDED BY GOOGLE MAPS EXIST NEW DESCRIPTION 165 TC 12' TC TOP OF CURB ELEVATION 165 12' SPOT ELEVATION 1eTW 125TW TOP OF WALL ELEVATION 165BW 125BW BOTTOM OF WALL ELEVATION IS BENCHMARK STORM SEWER —�o — Ro ROOF DRAIN SEWER LINE WATER LINE — GAS LINE �E OVERHEAD ELECTRIC WIRE —USE— . UNDERGROUND ELECTRIC MT W* OVERHEAD TELEPHONE LINE UM UG. UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE - — — — — - VACATED PROPERTY LINE El BUILDING SETBACK __X PARKING SETBACK BENCHMARK ® I- DRAIN INLET (DI) ® A❑ STORM/SANITARY MANHOLE C PLUG ®WV WATER VALVE & BOX .- FIRE HYDRANT ® WATER METER EXIST NEW DESCRIPTION LIGHT POLE UTILITY POLE SANITARY EASEMENT ---"'--"'— GRADING EASEMENT DRAINAGE EASEMENT "— — — UTILITY EASEMENT — . — . — -- -- WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM 312 — 12 — INTERVAL CONTOUR 300 — 00 — INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER 0 CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND OWNER / DEVELOPER Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 PG 20 MAGISTERIAL DISTRICT BENCHMARK Datum for topography is NAVD88. Benchmark is existing ACSA manhole in southeast corner of site. SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Roger W. Ray & Associates. Dated: 10/15/12. Source of Topography. Two (2) foot contours shown from an airborne survey under the supervision of James H. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12. Source of As -Built Survey. Roger W. Ray & Associates. Dated: 9/6/2016 AS -BUILT NOTES At time of as -built, the top asphalt layer was not installed but is now complete. As -built elevations reflect base asphalt elevations. EXIST NEW DESCRIPTION 0 o PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE APPROVED by the Albemarle County ENCG-12 Community Developpment Department 10/27/2020 Date HANDICAP PARKING File SUB201400185 NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN 9 395 390 385 380 375 370 365 360 355 350 345 340 335 %� 6 TRAILSIDE DRIVE PLAN AND PROFILE SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 30 Scale: 1 "_ 0 30 60 90 vie �o� 11 �� { • • ' ER - r i ?i 1 ! , /I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 E cRAI�DHrizSoCTi 1 PROFILE \C3/ 10+00 11+00 12+00 13+00 3)RIVERWALK XING PLAN AND PROFILE PLAN AND PROFILE C3 SCALE: 1"=30' Horizontal, 1"=10' Vertical 13/5 370 365 360 355 350 345 340 335 13+510 0 u 385 380 375 370 365 360 355 350 345 340 14+0-T5 385 380 375 370 365 360 355 350 New Temp. 27rx26r Public New 20' ACSA Stacking Block Retaining Wall \•—•.—•.—••—"'—"`—•`—"`—°` °` .. .• •• ,. �. - \ Sanitary Sewn J Stacking Block RetoR' Wall \ — Max Hei ht=4' = v EOP ou typ.Q ew �cces -- — — — -- — — -- — — — -- 14+27PC S _ men _ _ — 50 14+ I R49. , sX •, I / III \\II/SO 23.0' Open S aceo36.6 I O III III III III III III III ; I �1� ww v III Deck III Deck III I1I CY Deck III Deck III III Deck III Deck Deck I I I Deck I I I I Deck I I I' ti + I III Lot:4,280 SF III Lot:4,280 SF I �I III Lot:4,280 SF III Lot:4,280 SF III III Lot:4,280 SF BId:1,800 SF BId:1,800 SF Bld:1,800 SF BId:1,800 SF Bld:1,800 SF Lot, 4,157 Sl- I \ ♦ Q Lot:4,708 SF I I I FFE=356.2 I I I FFE=357.0 I Lot:4,2$0 SF I I I FFE=360.0 I I I FFE— 62.0 I I I Lot:4,280 SF III FFE=365.7 III Bld:1,800 SF I I O 1 Bld:1,80 SF I O BId:1,800 SF I I ^y 3 � d� 1 q2 1 BId:1,800 SF ' I I FFE=355.8 I I 3� I I FFE=358. I I I I FFE=364.0 I ® I I FFE-365.1 � I I III III �3 III I �� I III III I I III III I , \ I Porch Porch Porch Porch Porch orch 66� Porch III ° °III III Porch I ly ° I I ° I Porch I I III ° 1— — J L --— ±L!= L J °_°_° l��— J L ---J J -- IL Street i .Y� ..' vvv.--•--•-----------\ ------------------- ---- 20' Private Alley Design Speed : 20 MPH 11+00 12+00 13+00 14+00 (a)NORTH ALLEY PLAN AND PROFILE C3 SCALE: 1"=30' Horizontal, 1"=10' Vertical 380 375 370 365 360 355 350 w� / 56 �. r 9r,LY GiV�S:L�III• I�.C•ICWAS ta�� 1:�trami . . � ��dif•Li I��r�ra1� �a1L•7!G- I�!!In!'J�t� 11+00 12+00 SOUTH ALLEY PLAN AND PROFILE SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 13+00 380 375 370 365 360 355 350 N O rn N N a F W V) J J_ F > I N U W z � 0 W J ll N Q r m o 385 LTH "- 380 O U STIN SHIMP Lic. N . 45183 0 370 �FSSIONAL ��G 365 360 355 to 350 �,Z p 1� v � 2- o_ CD .a Z U N fn O � O 0 J J LLI J 1= CO Q Q Z o CD EZ0 w Q Z 0LL (� Z Q � � J Z m 0 I Q U LU Z w Q W Q J 0 Q Date 05/01 /201 4 Scale 1 "=30' Sheet No. C3 OF 5 File No. 12.009 STORM SEWER AS -BUILT PLAN C4 SCALE: 1"=40' 40 0 40 80 120 Scale: 1 "=40' 375 370 365 360 355 350 345 340 335 330 325 365 360 355 350 345 340 360 355 350 345 340 335 360 355 350 345 340 335 f3�STORM SEWER PROFILE: A4-A4B C5 SCALE: 1"=30' Horizontal, 1"=10' Vertical 10+00 10+50 11+00 STORM SEWER PROFILE: D3-D3B SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 365 360 355 350 345 340 11+50 360 355 350 345 340 355 350 345 340 335 330 325 320 360 355 350 345 340 STORM SEWER PROFILE: D1-D2B SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 10+00 10+50 STORM SEWER PROFILE: D4-D4A C5 SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 350 345 340 335 330 10+00 350 345 340 335 330 STORM SEWER 8 PROFILE: D6-D7 C5 SCALE: 1 "=30Horizontal, 1 "=10' Vertical 355 350 345 340 335 330 325 355 350 345 340 335 330 325 320 50 365 360 355 350 345 340 335 330 10+00 355 350 345 340 335 330 325 10+00 10+50 STORM SEWER PROFILE: E1-E2 C5 SCALE: 1"=30' Horizontal, 1"=10' Vertical 10+50 340 335 330 325 320 315 11 +00 375 370 365 360 355 350 345 340 335 330 325 11+50 355 350 345 340 335 330 2:)STORM SEWER PROFILE: B1-B4 C5 SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 12+00 STORM SEWER PROFILE: D2-D5 SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 10+00 11 +00 CULVERT UNDER ROUTE 20 SCALE: 1 "=30' Horizontal, 1 "=10' Vertical 12+50 355 350 345 340 335 330 365 360 355 350 345 340 335 330 13+00 13+50 340 335 330 325 320 315