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Home My WebLink AboutWPO201600008 Plan - As-built 2023-03-17 (9)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 I— DRAIN INLET (DI) OO 0 OO SANITARY MANHOLE C C PLUG ®" ®° WATER VALVE & BOX 4- FIRE HYDRANT ®Wm " ® WATER METER ♦� ♦� LIGHT POLE UTILITY POLE SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM AS -BUILT SUBDIVISION PLAN FOR GLENMORE K2C-11 -PHASE 2 TAX MAP 93A5-1 5UB201 GOOOG I 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "=2,000" 4 xi3Obridge Rd C'l A \ Westert�am ,o Om �aa n Rivanna Aircraft Sales Fanin1 P Q Nry i `-0 AQ . 7� SITE Mobile Scratch Pros 0 �, � 9, ate, IMAGE PROVIDED BY GOOGLE MAPS Energetics e e Greek L�me5�0� 312— — 12 — INTERVAL CONTOUR 300— — oo— INDEX CONTOUR CG-2 CG_2 STANDARD 6" CURB SHEET 1 N D EX CO-6 CG-6 COMBINATION 6" CURB & GUTTER CI - COVER SHEET CONCRETE PAVEMENT / C2 - 51TE OVERVIEW K C3 - AS -BUILT UTILITY PLAN RIPRAP ASPHALT C4 - AS -BUILT ROAD "A" PLAN * PROFILE GRASS C5 - AS -BUILT ROAD "C" PLAN � PROFILE EC-2 MATTING CG - AS-BU I LT SAN ITARY PROFI LE5 EC-3 MATTING C7 - AS BU I LT SAN ITARY PROFI LE5 WETLAND BUILDABLE OPEN SPACE 10 10 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 DB 5136 PG 573 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. BENCHMARK: ELEV. 290.97 BOLT FIRE HYDRANT RIGHT FRONT BONNET NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY AIFINOki IN1:0[a]011a»LrviI19li1nmr- LIN111rys."NI Moto] Oki 10 ZONING: PRO MINIMUM BUILDING SETBACKS (SEE PROFFERS): FRONT: 25' SIDE: 10' REAR (ON ADJACENT LOT): 20' REAR (OPEN SPACE): 10' ACSA DEDICATED USE 50' Private Right —of —Way shall be dedicated for ACSA utilities as shown. SOURCE OF AS -BUILT SURVEY AS BUILT SURVEY PROVIDED BY: ROUDABUSH, GALE & ASSOCIATES PROVIDED TO SHIMP ENGINEERING ON:08/20/2019 ADDITIONAL SURVEY PROVIDED BY: FORESIGHT SURVEY, P.C. PROVIDED TO SHIMP ENGINEERING ON: 07/12/2022 50.0' PRIVATE ROW 4.0' 10.8S 10.83' 4.0' 4.5' 6.5' SHOULDER LANE LANE SHOULDER / 1 2.1% 2.1% 18.3% I 3. 3,. i EC-2 AIATm 8�- 8" WOT 21A TYPICAL RIGHT-OF-WAY 1_"� CROSS-SECTION Cl ) 1"=10' IA too YFq yF,qOOAD , �4 141H / F0 IpHF qOC 30 -moo ' I i \ 33' i ct Eat U \ 14 47 46 0 / — — �_.. .. --- I CN 0 0 J o w� m— Oq� w 0 N m 0 / Q % 100 YEAR FLOOD PLAIN ZONE "AE" / , \ \ \ \ \ \ ---- - ------------ ---------- \� , \ \ --------------------- - _ \ ' 9 i' + \ % 80 0 80 HIMP Y 0. 183 1UC9Q6 'Ir)XTAT `7oG00 m N Z O / Z �. Q Z Z o O W m J � Q JwW m J N � Q Date 07 12/2022 Scale N/A Sheet No. 160 240 C2 OF 7 File No. 15.050 NRD w z %/ q :/ I m .. w - w -s-• KO 9 P1\ w w d IN ,1 COUR� 3 d3M N5 PS `vQl\\� I\ \ 1 O V) F 5 ��A� V) 0 0 o 1,15 40* Ag to Iloilo r CDv FFE - 5A \ / I1�M w /\ a NEW 10,RRNArE I I 3M35 `JN'''�' ��i \ \ 6F P °0 / a� �� Cb 4 \ /: '•\ AF \ SEWER LATERAL 3 ° T 4 SSMH . > � I vF v••� /� •V / T��357.56 EMENT I � 6ti ' 0 a � ,- o / IN=333.80 �/ w c 349.96 q' PVC PEpx4 r E ° �? \ y \ OUT=333.40 LATERAL Soto '•J , T(TYP. T r _ .9 I �K yin ' fir, 1v1 Q / I S TOP57.26 \ / 30" CMP STANDPIPE': w a I OPH354.03 I MARKED F1ECT ,c= 0 9 / ° LEDGE=346.59 " OUT \ -A6 INV 1 IN� 31954 m U INV=340.23 /� WA K I I \• 48,47LF 15" HDPE ®5.74X=333.14 LAT / \ TOP=356.05 "� s - Ea-•. STMH � °R f �q � � I \ h INV IN 336.10 `\ no TH �' \g. SP \p1• m 5a 56' i qrL 78K359.26 - �- - - /-�- - 8" SDR-26 165 L.I. ®12.08X - - - . 1 .21- .. - • • • - " � `� � � � j10 /� w'16 a s 'I I m # I r r `' - - _ ■ -... I ri1 \ �F�SFA,.S�' RIP-RAPAb r9oI_ 7>. \ \ \ \ U 1 \ \ OUT=341.09 \; .V I 5- .1 I � TOPH331.79 ti \ SAN LAT fe 34�67 FF I \ wr=uoa iq ca _.\ ) I � .. \ . �: . r"./'..'.' [:'' :.: . X 6� a� `. '�.d°,,..- � � �,�i,^I � . � / //^�/ / :/ � / / N�/ / �%.,'�•i � V �3 T 62 I. 3 I FEE- 66. I FEE- 68.3 �I BFE= 56.7 a BFE= 58.3 WALK OUT WALK OUT 3 (T P.) W� 4 X. I 1 + -ACSA ACCESS EELRLWAYy ��<�� A / BFE= 5 SSMH 56 N o EA 56 319.9y d� V A �pQ �g WALK OUT h TOP=341.39 -- IN=334.41 -46 FFE= BFE= 48. WALK OUT S .0' �4 6. 149 V OUT=330.13 52 T 1 r)/ L / L 3 F. --Nr 3 - R2 0. 39. 8LF 15" HDPE ®1.49X \ % 7 \ 0 H - STRM GRAZE • - o� i : _ , FE= 49.2 Fi,° 0 IN_ 30 q8 I1 \\\ / LEDGE4322.90� - - q= DPG5573 \ V /O� BFE= 39.2 TOP-329.51 0 ! 51.31LF 8" PVC ®1.05X / 3r =317.05 ( s8 3 / V �� WALK 3 5�� A6 / \ / OLu RIP -RAP ••-.. �i� '�n, h 2 18' INV=314.21 T \� b� W 45.87LF 18" CMP ®3.60X III \ \ kti. SAN LAT TOP=325.86111� All V A A L A6 RIP -RAP � F 30" CMP STANDPIPE \ / ? / \ \ / - W I, RIM=319.90 \ -1-B1 ti / P !�--'•' 3q 8" �1 l: g•• J 5" INV=316.76 \ y1 •y 315.42 S�Ci' / \\ s \ 38 ` / \ Sap\ ti l 1 r I l PE S M g o .'• I M 18" INV=315.86 '•\ V A � Opp � � \ � T� � � e �o A a � r ,��, • c� / � s SqA, � �' 2B R � � ry�� W w J G v 0 \ `: �. � � \ s.O ,:. 9�^0 ��8 \ �2 J NiTgNFy,�� l WP q s v•1 •/ \ � .. ..:. ^ \� ;. �\ A,�`Q.O (� �2�'� / '•\ R>'Fg2°ac<. � \ I I �M E E �. 1 TOP�322.38 S v v 2s po o °' pU O T o v SFN; . E E T 1\ � IN-317.17 �r o� \, •. � � c o � � qo' � \ •\ � \ 1 Date ♦ IN=312.90 \ x C� • °, I l o l 07 12/2022 VA� ® { � � �o �� e� / Ba / ��s� � �� , •� / .v•.v , ,. �••v ,� � Scale N/A 2 o Q 6 Sheet No. r3 po so 90 C3 OF 7 V� Lo File No. 15.050 / i 10 31 fTl Cb J2,6+50 26+00 25+50 25+00 NOTE: GRADE IS SHOWN AT CENTERLINE OF ROAD. CROSSINGS ARE SHOWN AT WATERLINE. 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 w J LL y E \ 1 E > 14 E9 4 Q J � C 0 O O m Q N O 30 J V 0 � O r!1 O LLV 1)J LL Q � N 7� i� O / z 7L 7 Z _O � O _N O III W 0 J m � D Q JwW m J do Q 18+50 ` Date 07 12/2022 Scale N/A Sheet No. C4 OF 7 File No. 15.050 ,s• NnaF LEDGE=346.59 • STOANP=356.05 p�T_ � \ \ I 0 0TH { 7 74.74' Am 65.28 ' gBg3 8, '• ,. �Fg 5� I z Otto PHASE 2 i o,Ze F W " w / \ MARKED ELECT - /\ LINE �; TOP 366.12 I I rn I 4, 46X / c N M� \ 5136 v I z LAT I TOP 351.24 I ® II �� mocCD 520' " w . a PG 57 TOP=360.74 ° 80/y�� J 14 -"<F� Ld d z I e• ya 0z VA V'a; 0 0116 , ^ I I 44 11J d z � o � '• a A � � � :, ;.�. - -. , � � 46 SF SSMH V . A ��I SAN LAT \ o \ � \ 47 9,269 SF 9,625 SF I -AN LA7 TOp=332.62 1 ��8,950 SF I i i N=328.13 \\• \ / CUT=328.10 i I I J 8/e I I I (TVP.) C/ 25 ^v� a 3 gg 45.0' I I. \\• ° SF i' �� I i0PMH33 E 40 I \\ 10NU7 316 z c o O V 11,514 SF --- �� \ / z TOPH341.39 IN=334.41�� y OUT=330.13itI U �s \ s I DPG 5163 \ \ HgSF I 52.0' I — TO32951E 375 370 365 360 355 350 345 340 335 �llLn�� ■sa.��p 12+19 ROAD "C" 50' RIGHT-OF-WAY 20 MPH DESIGN SPEED ACT 180 TRIPS/DAY 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 NOTE: GRADE IS SHOWN AT CENTERLINE OF ROAD. CROSSINGS ARE SHOWN AT WATERLINE. 30 0 30 60 90 J 0 V 00 — o CD ED Scale: 1"=30' Q �— o' 375 370 365 Z 360 BOA `f STA 15+43 355 O I �_ v 350 z r\ Z k 345 Q z .I Z 340 Z 15+5035 O O / O W 0 J m � � Q JwW m J Q Q Date 07 12/2022 Scale N/A Sheet No. C5 OF 7 File No. 15.050 �) Z v " N w ^ w �Z vw w w(L �V) o Iz wz w� Yl 26 27 78 )9 365 365 j� 0 N 360 360 w Q 355 355 !� > I A w 350 350 I O an w tt 345 345 N I m U 340 40 335 335 H Op 30 330 in Gr is I' HIMP Y moll �ll� 325 325 itivQQ o. 183 320 ENE Ulm ini� 320 ,�O 1Ln �`V81ONAL 315 315 mim 310,11 0 10-00 10+50 11+00 11+50 '2+00 12+50 131 C'. '3+50 14+00 14+50 i5+00 15+50 16+CO 16+50 17+00 305 LU 1 SANITARY SEWER PROFILE: SAN 24-29 C6 SCALE: 1"=30' Horizontal, V=10' Vertical Q E O V UC 0 O O Q � V N Z < c V 1 N O N N I1J p O I o Q 34 34A 34B 34C 34D 365 6S 360 360 355iiiw L 350 S0 mi lmmi 345 345 Ir limi limi 340 mi 340 335 335 Q 30 330 Z Z 5 325 /O Nil FROOM�NB� NMI =Ml 320 320 N O O W 315 315 J 310 310 N 305 305 JwW 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 D CO m J 2 SANITARY SEWER PROFILE: SAN 34-34D C6 SCALE: 1"-30' Horizontal, 1"-10' Vertical N Q Date 07 12/2022 Scale N A Sheet No. C6OF7 File No. 15.050 � � it I! EY■lai 1 � � it I! I■■Ii1 - 1 � � it I! E■■Ili 1 � � it I! WY■Ili 1 � � � � it it I! I! —1� l711la -!■■lii .■!!, 1 1 � � it I!�eQii111@LJ � � it I! —1� •�•AGIiI�� ii Ellllli_ � � it I! —1� �71�fa7.l9Si @9Cs i■illlll_ � � it I! —1� �AI�SIi!•i�1 - _ e!Y®IIIII_ � � it I! ii1�1 � � � � it it I! I!eill� � � it I!@@I� � � it I! —1� —�■Y!!.1 �®� R@R!� � � � � it it I! 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