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Home My WebLink AboutWPO201600008 Plan - As-built 2023-03-17 (5)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 O 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 312— — 12 — INTERVAL CONTOUR 300— — oo— INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CO-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND BUILDABLE OPEN SPACE 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 ,Ilk � HANDICAP PARKING AS -BUILT V5MF PLAN FOR GLENMORE K2C-11 PHASE 2 TAX MAP 93A5-1 WP0201 G00059 / WP0201 G00008 5COTT5VILLE DISTRICT, AL15EMARLE COUNTY, VIRGINIA 21 VICINITY MAP SCALE: 1 "=2,000' c'VigtiW01ge Rd Westecham . �o ! jm mad n Rivanna Aircraft Sales Fan1n te xx Q$: P is Cq maPn pa o� _ SITE Mobile Scratch Pros Energetics o o` 0 yn t•1,etr°� ; o_ A n �a Rivanna Water & Sewer Auth IMAGE PROVIDED BY GOOGLE MAPS SITE MA n_ lk Meek ,'tmeslaoe SHEET INDEX C 1 - COVER SHEET C2 - SITE OVERVIEW C3 - AS -BUILT SWM PLAN C4 - AS -BUILT SWM PROFILES C5 - AS -BUILT DRAINAGE AREA MAP 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. DATUM: NAVD 29 BENCHMARK: ELEV. 290.97 BOLT FIRE HYDRANT RIGHT FRONT BONNET NAD83 VIRGINIA STATE PLANE SOUTH 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 OP HIMP Y o. 183 4' SIMTAT ti�G NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN �� 40 D3 32 33 41 00 YEAR FLOOD PLAIN ZONE "AE" 52 A\\ 53 r M.R N Z LL 0 Z Q O W J > Q �Ww m J I N Q Q Date 07 12/2022 Scale N/A Sheet No. 80 0 80 160 240 C2 OF 5 File No. 15.050 Scale: '" 0' I' ts /'• G� SP1��- \ wl - 0 '�� w a �_ e ZNWaZi�w ipp \' % ELE P \ DETENTION A /` I o _w vs �;. \Ag : /' / I 11 rq 0 w v z E9 � \ ` I I ; I '- � � _ 1 +pp 11+16PC • •� t � W d w P w / �rrOrr/rr� \ \ SSMH � TOOPP=339.41 ? � w / \ / r I, / IN=333.80 WT=349.96 PEDx4 rr \ \ \ OUT-333.40 STMH / —'— S 57.26 C g*Moto Lb T d TOP=354.03 \ �u= _ _ — _ ',_ TOP- — ■ ■ ■ y " MARKED ELECT \ \ / ES-1 TOP 327.10TANDPIPE ; f�V m 0 -- ■Xr_-1f7 ;, LINE \ / INV=333.14. LEDGE=346.59 r \ INV 319.54 �y �INV=340.23 \ — _ _ _ ■■ I / 48.47LF 15° NDPE ®5.74X SA LAT TOP=356.05 — o \' ES / �" TOPH341.08 —. `. — / I _ - INV M- r E / f ��9• �O�y'1 � r� � � k. �� I�V OUT 33592 FAxT�=359.26 r — ��- — — �— — 8° SDR-26 165 L.F. ®12.08X �- — — . 1 .21 \ — • • — " � 1 � P5 OUT_353.77 _.,I i 15.12 i i 1 �:^:..` ��„� 65.28 �� rfi1 74.74 -- I 25.30 J \�\ RIP -RAP \ "uvl10N c FIR '»L7a� . �f w MARKED ELECT WM 0 1 MMP Y 0. 183 SIMTAT ti�G 5=91_�14W N L� V Q Z LL w Z Q Q U 0 u1 j J � Q w>` -j W X, Q Q Date 07 12/2022 Scale 1 "= 30' Sheet No. C3 OF 5 File No. 15.050 A8 A0 365 360 355 350 345 340 335 A10 All �_--IEEEE�—_I I I■i11■1 - 1 - —�SIATi�—_�_ INURE! �ell!ll I —� EEEEEEE!!!!!!!' "I" IIIIII —E I EIN uEEEl� IIEEEEE— ■ ■■■ ■IIIIIIIIII —�—�IImIIEOE I s � �IIIII 111 IIIiy3—!ii E--E �EEI ■ ■IIIII NINON III■ I — 1 Iaesl 1 Ia1■1 �I: , ••' Ellnnl ElIII III — �1 1 aieii 11_ „� IIEEEEE��CII � I1I i 1 ��NNnooi - III n� ��11 I■ IIIY -- -- - � IeI! i 11 1 ON 1 Beei ! 11 sol i�� c - iIN I— •IIIII QIIII EEC—■IY ■i EEEEE —� I@E! 1 - IN E� IIIII—■IlEII —� 1 l E8 � STORM SEWER PROFILE: AB -All SCALE: 1"=30' Horizontal, 1"=10' Vertical 355 350 345 340 335 330 EI E2 ��—I■ BIOS IN BIOS IN BIOS ��—I■ BIOSIN BIOS I■elo■■� 1.,11 ololl I n —�i I■■■I • --■IYU • I -- ��11111111 IIEE�I�allu a� �I E!E■�— ElmmI■■EI E!E■itsF=I yy�=— � liil•= �1onNo . _, 111E 111E ONE ■■ E omm�IQ�omm ■ ommIII ■re@IIEI■ I■■ ine --- _ s � @i■■ ONE Ieli�1111E!R!N I■■ Boom of m�l 1 . 1 I 1 l■EEC �1 1■IINoll II■el il■ll No — • II■■ lff 111� Ei7■■ 11■II ISBN k ■■ i■EE Etii ■■ 1 _ 1 1 l■EEE IIiEE lion I10■ I ■i1tIS� ®= � ■■ ■■ EQIEEEI— II■EEEE ■■ LiEEE1 ONE 355 350 345 340 335 330 325 320 315 345 340 335 330 325 320 315 STORM SEWER PROFILE: 136-137 SCALE: 1"=30' Horizontal, 1"=10' Vertical 350 345 340 34C 335 335 330 33C 1C+C0 10+50 11+00 11+50 12+00 > STORM SEWER PROFILE: E1-E3 4 SCALE: 1"=30' Horizontal, 1"=10' Vertical A.B. 1-1R WSE: 319.71 A.B. 10-1R WSE: "0.27 1D A.B. 100-1'R WSE: 326.46 k o c OF AM 321. z a 325 n SPILLWAY cl� 325 s 319.92 M 32C to -. M R 51.31LF - 9' PVC 0 1.05% < z 315 � Pi z W �jZ d 310 1 C-CI 5 ) POND B PROFILE C4 SCALE: 1"=30' Horizontal, 1"=10' Vertical E4 I h5 Fn E!1 E!1 ••••• �• \—� ' _ 1 - I _ - - EE11■ Ili E!1 ElIEI! E!1■1— r■QiE 1 inl I�SIIIIE I l31?� o - • - �YlYi7■��I �� EIIIIi 6■ilI■ Wool 1■I■i �� I l■Ill■ Q■ilk iiYi1l-• _IIIII l MIME �'•.� _ "` ••.� _ Ile■ E!1 "'�" --- �' '�ye...� aail! E!1 III! lii■ III! 111! EEIII 1 -III 1 III _ I Ili 1 III —_ lil! 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I D A = 5.28 AC ---/ ill IN=333.80 --- w 0 1 I l A 04 I OUT=333.40 - - - - - - / ''':' r ' I wFI- . 6 7 AC ; v M P = 1 I LEDPGE53406�.5/9 K EI LECT / _ / / S6s/ X 7 /:�.�\/ /\ a � _ �/ 11�• / �-..-. 47L0 F \15- HDPE .®. :. 0) INV=340.23 SO23i41.08 / INV'OUT=335.92 - V � I � I I '. � � gs I •�I � V pG 573 I''' � � ---- -- � PEDx5 - 35376 \ \\ II 1 I � I •I \ \ MA sroRgo 1 • ` vI v ELECT ❑ ❑ ❑ �� -4�j� - �f ' a . - 65.28 74.74' 25.30 i I 6� L�IAY 1 1 1 2 1 LINE _ E - - - - -r v EMERGENCY rIA ( 1 r / ' 60 so / '\ ao To SPILLWAY 66' SAN LAT - i M of - ELEV 329.60 / y 2 48 � rs HIt�rn / $ \ 3 X DB 5 I To � �e3 B" '� `� 37a' TRaa r � � ; / 73 52 ( � � � Sq � A � S r � i 5 36 / PG I ! i 1$ 1 I SAN LAT \ �. rn \ SS �II 9 V A o \\ \5'-1 /A II v �a 2 0 A 4� •<..- t 5,10 TOP-330.57 G 1\ IW T- 24 85 / b• I I � 1 V q -� # � � o. � � ®� v ', DETENT ON POND E I ' V 1 � / O�G •VI• I \ \ � : A � � 1 t \\ \ � ; '. s / I I � BpOO A / 34 �� S,�M GRA v X67 D A 4 0 6 A C �F,B; ES_ L. - I : \3 8 \ N INV I 'S \V ' v A A � � \ TOP-343.00 � v � \ �I '• \ t mUT=341.39 \ \ / \ 1 I t w I AN LA � A \ TOP- 2.ByHy 1 1 I I V A V A • A \ PED \ \ s I� \ \ - \ M P 1 6 A -. 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'. � ' ;•/ � / � o 1 w" LL SIGN I �'' °I a P 1. 15 HDP 12:1 / \ \ u; \� \ \ PE PEDx4 EDGE OF •�Y.> \ \ \ < 1 1 \ I \ b5' r I - � 6Z- ::/ PAVEMENT \ n \ STIR G \ RATE \ \ 1 \ \ \ TOP�342.83 \ \ \ \ `,.T MH331.79 \ \��\ \ \� \ \ \ � .y, �• \\ \ I\ ' I \ \ _ � � � / / � =.�` � / // � / / � /a / � j // q }: r v- DETENTION POND B \ \ \ V `�` � � �. 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