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SDP201800031 Plan - Revision 2022-04-19 (2)
w w w W w w W co W W W W W W W W W W N W 4h. Cn d) -4 N W -0:1 (A O v N W -06 Cn O v O O O O O O O O O O O O O O co m 3 >cn m Ill A II m X I I . EX. SS A9 mI I I I I -tU) I I �I- I STA 23+56.72 c/) I O I I U) I I EX SS Al N D - -® r- ACSA MH N D o D O+ I STA 10+00 RIM 362.25 z - - - - - = z I I = z ACSA MH I I INV. IN 344.65 I �-- RIM 335.75 , � I -t � O INV. IN 352.75 ° D EX. 4"PVC LA . I \ I �i D O I I INV. IN 331.45 0 I V. OUT 344.45 0 , o I I INV. IN 331.45 <� <� I I <� II II I II � cn + � mmo II II m C) II I m II Cm C �mm II m II I II m N A�.. II m II I m II D o IIo I I I EX SS A ,(7 m� II p / _ ------ I II I =mo D CD EX.4"PVCLA . ACSA D I mm p II (� \ I------- RIM356.0 INV. IN 339.8 II I I , �mm D c m II I I 1 V. OUT 339.6 I I II m z O > o O I O DO vOc �m II II I `cP TI 79 r o0 II r r II I �o m �Z 11 I m I m II , oA U) y> °' I I I � EX. 4"PVC LA . I 1 I I I I , > m m I I vc EX. So o n �I-- STA 5D o. 0- CnO --�- ACSA I J II I O N fir- --�- RIM363.00 I �Z W y I I INV. IN 345.38 O� I I o O I I I D + c z x II I V. OUT 345.18 + 11 1 + I I I r d� Ax C)+ p 1 Nm zm II I III I _0 O I Zz W II I N z II I m0 II I �o O II I W ci II ^' I oo II I AD + II + O m II I O + I 0= O O C)=mo � II mm C) I ?m II O D- II / > mm m II / II mZ II II II + II I SS A5a I I / °; I C)I o IIo I m r- �- / STA 18+30.46 I m m - - - 7 ACSA MH EX. 4"PVC LA I m ,- � RIM 354.71 1� I I\ I I I D (n O 11 / INV. IN 340.77 11� m o I I I� I I 0 IIo o Ih I I I EX. SSA11 � I I STA 25+39.79 y Dr II I I I A �I---- -- ACSA MH � r I N x �r--- -- RIM363,50 O I II I I I INV. IN 346.10 0� 1 1 1 I I II I V. OUT 345.90 Z Z I I I I n I I a 1 EX.4"PVC LA . I EX. 4"PVC LA . I I I n z z I N I I II O EX. SS + C)co 11 I I z m I STA 18+89.46 I , II rL - - -- ACSA MH II I Ll - - - - RIM 354.43 II I I INV. IN 341.30 I I Q0I I I V. OUT 341.10 I _0m O II I I II I o� I I I I C) EX. 4"PVC LA . I I I I EX SSA7 I I I m 0 II II I II �---- �I STA 19+17.18 EX..4"PVC LA . II i I I 0 ci I ACSA MH D� + EX. 4"PVC LA . I - - - - -RIM 354.60 O I I EX. 4"PVC LA . INV. IN 341.66 I I I m C)NEW I I I -0 mI °' `" 1 V. OUT 341.46 4" PVC LAT.. m x OF I I I II I I �N II I II I pz r II II EX. 4"PVC LA . I I m 0 EX. 4-PVC LA � I a II II I II I II I mm o II I I I I I EX..4"PVC LA I I I EX..4"PVC LA 7 EX. 4"PVC LA II I 11 II I II II I 11 � II II I I NEW 4" PVC LAT. I I EX. 4"PVC LA 7 II + I I O II I II I II O II I II m x I I I EX. SSA2 II , N 11 i II I STA 13+19.74 I I I O z rLL- -I ACSA MH ++ X I II m RIM 346.00 IIw I O IIcn INV. IN 336.28 w I 14^' I I m I I 1 V. OUT 336.08 v 0 11 $ I I I I , EX.4"PVC LA m m . II I I I + . I II O m 11 p I EX..4"PVC LA . li III I I II , II II II II °j I EX..4"PVC LA . I I r� i 11 I I N EX 4"PVC LA . II I I 1 I II I II � II � I II I II I O I II I I I II I I EX..4"PVCLA . II I III I o II o I I I I I EX..4"PVC LA r. 11 o + to II I I O II m II I O II c II II I II I II � II I I j I III I I II II I II o O II I I II O I II N EX.4"PVC LA . 11 I I I II I II I + I 11 O 11 II II II I I I I I II II II I I II EX 4"PVC LA . � II II I I I I II I I II I II II II II I I I II II II II I I II II II II I I 1 I I I I I I STA 14+87.73 I I I EX. 4"PVCLA . 1 �1 -- ACSA MH RIM 346.50 II Lri - - I I I II 11 \ INV. IN 337.78 I I I W. OUT 337.5 STA 28+67.19 I I EX. 4"PVCLA . - - - - ACSA MH I C)I I 1 ADD 6" STUB O BLOCK D RIM 363.65 � - - - - I I I INV. IN 348.24 N I I I I 1 I I 1 V. OUT 348.04 N I I EX SS A I I + STA 22+03.84 rLi _ - - - - - II O EX. 4"PVC LA ACSA MH II C) LF1 - - - RIM 358.33 I I I I I INV. IN 343.56 I I I N 1 1 I I INV. IN 349.57 I I 1 (o I I II I INV. OUT 343.3 I I 1 +O II I II I II O 11 II II II I II I II I I I I EX. 4"PVC LA . I I I I I 1 I 1 I II I II I I II II � II II o 11 II II � I I II II I I II II 1 1 II � I 1 0 II a I II 1 II II 11 m II + I I (� I I I O I I I I STA 16+08.38 EX 4"PVC LA . O II rn I II I O rLL----- -- ACSA MH RIM 357.65 I I 1 N I I I I I INV. IN 338.86 INV. IN 338.86 II O I II I I O II I II EX.4"PVCLA 17 I II p + O I II I O 11 I II II 11 I I I EX 4"PVC LA I MAT LINE §TA 32+ 0 11 I MAT LINE TA 23+ 0 ii MATCH I E STA16+ 0 W W W W W W N W C31 O -4 N W cn d� -I o 0 0 0 0 0 O O O O O O O O O O O O oo80000 TT cn F A A O W col �V W N aNONaoa m 0 C/) AAzt zt\t0 V V V OD CO (O t0 N� D o m m X200000�' 0>000c� Z or���zcn (n O-uDD0 K�mmOn� m TWOOKKD AcoomKz � W o o m m D W DK K --Ivim II Oy r Z m N N nu N m FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G, H) I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA SANITARY SEWER PROFILES A V (' z m N � TI ? N i A on r W= (D :3 v CD N CA �• N ? A o K M T V 0 D= m CD- N CD r W= r N W � CW31 � -4 OD O O O O O O O � � r D 4 rn � N w � cilil rn -4 z O O O O O O O O 0cn �m =D mD mX :U o , z , Cn I I O N N D �D O �z �m =� o357.9C=RIM 35T.09 — ' O �� m <Cm <� GCD M °° m m m O n D rfn - m O m 79 /u W — � r O + Zil D m -n o F o o m Ocn O D O O O + + O + N �SimCD O O O , N O � � O O O O 20 Cn N O O cn O rr N W � all � v O O O O O O O O 9E-Ql OD CD z w o 3 W N z 3 Z DN + d ti i m O m❑ m n W c-) O h '' i d D v z z ---- — .. — re m� =O vZ N _ D D RI .Z-5 m 3 r z z vm r- z I I IJ110 r w 0-,nv n f�'1 N ; O 0 i=i r D r mD �Z N cn m m a N -o ID m i z o lu I- ci � o m a m P� (n (A c� v co o o �� fmTl�` ZOR A V "m ❑ z `" w < � -Aoo Z o fTl z z m w So - o -i tl D z 1 0 v Z o cn ❑ o m n< ci} m D A R7 0 .�. r 1 0 z m v D v ci r a `q 0 v c z m nLn o w Cal O r a + fT1 z i z c C) � N (n 13 abno ❑ ;�: z W T m N A CO N m m ;z D UUO 0 _.. —.. —iu m � m r 0 zrq w m m cn 0 r m CA + O O w c� w w W w W IL N W � Ln CA 11 OO O O O O O O O i I SSAI I A SA MANHOLE STA 10+0 I RIM 335.7 INV. IN 331.4 I I I 1 V OUT 331.2 I I I Ir 0 T I v I (e I m a I II I I II II a-�DmD�� Dz11A zOxxD Z�� r�� w r C�ZDu+D-r CDZ vimt��A m r�nTl wncC)m PTO mmzZcn O�Aa�D� I m�mrz r � Zorn �O� �C�m�Om Hwy � m I czipv�� Dm O r• I x00zm z �Imi- D � O� O T. vvm z m D I zgzv Zm� � Z \ y���a�o n�1 1 pD�cO ��m � _ \ � m� p0 �cn mmr n � \ SSB z Z \ y m D A SA MANHOLE � rn (/) m � o STA 12+13.5 m rn D RIM 338.0 � rn � INV. IN 333.0 m I INV. OUT 332.8 I I C71 A W N � Z O D22rr(� zmmrr.. I Dzzmc�-� I w 3 cczD � O��zz I mmm�°' I �oo � I mDy�m I �OOvv iv c° mzz�A I m I o I ��< - I v I mm zz v � v cn cn m zz I �� �A I DD Z Z I ov I mA I A� I I Dv �� I r I I �m m cn I ;� ^' A SA MANHOLE STA 13+88.8 RIM 338.0 INV. IN 334.3 I I V. OUT 334.1 4" PVC LAT. I I y I I I I 24" STORM'2 ' l I II I 4" PVC LAT. � I � I r 1 m o I � I v 0 I 0 I I I I SS B A SA MANHOL o I STA 15+17.5 I INV. IN 335.3 I INV. IN 335.3 I I V. OUT 335.1 I �m �x I �� oz I m0 I �� I om I I I m 4" PVC LAT. I I I I I I I I I I I I I I MAT H I I I I I EI STA 16+60 oo,0000 X�I cn F A A O W p D �V W N aNONaoa m 0 � AAzt zt\t0 V V V OD CO (O t0 O N� D m m X2000000 0>000c� Z O m n D 0 � 3��cOnm Z W O O K K D Av0omKz W o o m m n W DKK�viX II Oy rZZ O0 N N nu N \ SS A \ A SA MANHOLE STA 10+0 \ RIM INV. IN 338.8 \ INV. IN 338.8 \ I V. OUT 338.6 15" STORM'2 8" DIP W.L.'X' Iv \ \ CD r \ o \ 1 O AX ro 1 O � 1 oZ m o a v7 I v �m I I III m ss C SA MANHOLE I STA 10+98.9 INV. IN 350.4 I �'. OUT 350.2 11 M TCHLI E ST�4 +20 II I SSA13 I I I STA 30+38.19 - —I ACSA MH I I I INV. IN 349.44 I I I I V. OUT 349.24 �mm II I II I A�.. no II I II o "' I I I nm I I vc I I I �m I v I I oZ II I x� II I II I Nx v� II I °z m z x I I I � �� II I An z 0o m II I � II z m � � II EX. 4"PVC LA . I J I II I II p I o� Iln I m0 EX. 4"PVC LA v A III I �o �" m EX. 4"PVC LA . I I J II II II I I I I EX. 4"PVC LA I I 1 II I I EX. 4"PVC LA . II I I II II I I I I EX. 4"PVC LA . II II II II II I I I I I II II I I I I I EX SSA14 I I I STA 32+7g.g6 �--- I ACSAMH I I I INV. IN 352.80 I I I 1 II I II I V. OUT 352.60 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA SANITARY SEWER PROFILES ADD m � N :3 TI v on =D n cn Dr mz N oD 0 < cn O n W r m + O O D O 1 Z W W W W W W W W W W W W W co W W W W W W W N W 4�1 U1 CF) -I 00 N W � U1 0) -1 00 N W � Up O v 00 O IR O O O O R O 1p O O O O R O 9 O O O O R 4" PVC LAT. STA 30+24.1 _ RIM 374.4 INV. IN 362.E I qV. OUT 362.4 4" PVC LAT. ,V PVC LAT. 4" PVC LAT. i I o I y 2 2 CO Zmmr I 4" PVC LAT. D z z z--cn I 4" PVC LAT. z IT m I c:��� K5�n � I n>DrZ I r 4" PVC LAT. ADDco � O m x1A < I 0 0 CD mzz� I _v o I ���mIT 0 m IT m Z Z I X x 4" PVC LAT. y y zz I � Oz X�c� I o < I cr y D D I m 0 zz I m ct)cn DD 4" PVC LAT. 00 I Do I I m� I Dv 4" PVC LAT. tL- vi z r z m cmn �cj) I zD T r co 03 m I 4" PVC LAT. I I N I 4" PVC LAT. I I I 4" PVC LAT. I SS B1 ACSA M STA 32+55.9 RIM 370.4 o I I V. OUT 364.8 O m 0 I � I I � 0 O SS B1 L; ACSA M STA 33+10.3 I RIM 370.0 °D I INV. IN 365.7 � I V. OUT 365.5 W W W W W W W W O O O O O O O ° cn n V, D Dr mZ oy O O �i O 0 < cn m m �T N 1 O n r m O O O O II SS R A SA MANHOLE STA 10+0 RIM 356.0 INV. IN 345.7 INV. IN 345.7 INV. OUT 345.510 18" STORM '2 1 8" DIP WATER INE'X' N 1 I I f I N A W N s D 2 2 r r N zmmrr.. I azz�<0 z cn 30" STORM'2 ' c2 c c z z I mA� �m I 300>K pr-r-zz I < cn co cn 4" PVC LAT. I A v m 0 �0 4" PVC LAT. N I I < cm m m cn ;o O CD I v z z' X N c)I m v N co 0o - m I < m mm v ce I z z v < I cn (1) m z z n I D ° A x D I Ocn zz v � cn cn cn 00 ocoi W 0 D 4" PVC LAT. m m � 4" PVC LAT. I 3 v D cn z r z m m Aco ZD I mr- coco I I I N SS R1- A SA MANHOL 2 4" PVC LAT STA 12+11.2 RIM 359.0 11 V. OUT 349.010 I I I I � al m -4 O O O O cn m m 0 oo, A O WopoD oo N TT � F A �V W aNONaoa m 0 C/) AA�\t0 V V V OD CO (O t0 O N� D m m X200000� 0>000cvZ nr���zcn (n � 0-u>>O K�mmOnm ZWOOKKD (n co Z c)�nomD_W3K�mII O rZZO<c) N m m r N n D Dr mZ N oD <Cm + O r m NJ + O 1 O + O C+NJ1 O O + O + O 00 O O + O O W O O O M TCH IN STA 23+40 i II I 8" DIP WATERLINE X �I I J cn n O O o I I U1 A W N z --i > m o I I I i I I I I I I A SS B SA MANHOLE STA 24+79.2 Zmm D _z z_ cZ, m � D Cc Z Z m m A r I INV. IN 345.2 V. OUT 345.0 C � I m05D OrrZ cn ;oDDoo o @ I I ;M OoCD mzZo mm cn ° z Z DD z z D D O cn A ZzIII -- 0C)> O-u v z F c: z I A SSB1 SA MANHOLE STA 25+57.6 D D 22 0 cn 00 �cf) D m v cn cn D U X �nmm nDc r m v --I IT INV. INV. IN 345.9 OUT 345.7 Ar �v z� cn z �Z °' I I II vm mcn Ar= m > co rICU O I I o I I I T� Oz m G) OA �v I I I I IT 8" DIP WATER INE'W I I ~ I STA 26+49.5 INV. RIM 360.7 INV. IN 353.3 OUT 353.1 III II II II 4" PVC LAT. I I 4" PVC LAT. 4" PVC LAT. I II 1 4" PVC LAT, 4" PVC LAT. 1 I \ 4" PVC LAT. 4" PVC LAT. 4" PVC LAT. 4" PVC LAT. I 4" PVC LAT.- 4" PVC LAT. II I 4" PVC LAT. 4" PVC LAT. I o 4" PVC LAT. I 4" PVC LAT. ° I I II 4" PVC LAT. I 4" PVC LAT. 4" PVC LAT. I I I I I 4" PVC LAT. 4" PVC LAT. I 1 I I I 4" PVC LAT. 4" PVC LAT. I I 4" PVC LAT. 4" PVC LAT. I I I 4" PVC LAT. 4" PVC LAT. I I I I 4" PVC LAT. I I I I SS 131 MATC LINE STA 30+20 m V u N co � cn 00 v 00 O O O O O O O cn MATCHLINE STA 16+60 Z I _ D of- X I cn I m C v m °° m o < O � o I ° O 4" PVC LAT. -n I � I m I c � I I I � I I � O I 1 N W I (nA W N O Zmm> > rr 00 v v + O D z z� 0 O Dco cczD 4" PVC LAT. 3 3 1 Z mmv � ;u ;u n0D nzD r-r- OU)cncnCIO 0DDWp OA�mm 0 f�T1ZZ'A v N m m m n mm v zz v z z DD U) SS B v A SA MANHOLE 4" PVC LAT. o 4-- STA 18+92.7 D RIM 346.0 CO m ; I INV. IN 337.9 CD O D� cn 0 z r co I I Dm m cn rx I m_� / r / °° m / N I SS B ACISA MANHOL STA 19+53.2 RIM 344.0 o n � I INV. IN 338.54 INV. OUT 338.3 0 G) II m 'n �mm OT I v_ 10� I m D m >vr w I v Ti ON D I 1�I� O I Xx 0zn y 0z C 0 I v I mm SS 13 I A SA MANHOLE 4" PVC LAT. STA 20+38.7 II INV. IN 341.8 I 1 I INV. OUT 341.6 _ O A 1 1 1 \ cnN \ r 0 \ N 0 \ � v 1 ° + O O o ° I I I I ss g A SA MANHOL 4" PVC LAT. STA 21+47.2 o RIM 355.2 INV. IN 342.7 INV. IN 342.7 N I I I I 30" STORM'2 ' N 15" STORM'2 ' I ^' I + O 4" PVC LAT. I O I I I W W I r m 0 C I v I � I o I � I 4" PVC LAT. ° I I I I I I CN + O I O I RR RA A SA MANHOLE STA 23+37.3 RIM 359.010 INV. IN 344.1 MATC LINE STA 23+40 ,LLI INV. OUT 343.9 V W Co N W � U1 a)v-4 00 O O O O O O O FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G, H) I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA SANITARY SEWER PROFILES A0D V z m ° N v TI ? W CD � i v A on r = (D :3 cn CDcn 0 N :3• N A A o K m 0 D= CD- m N CID �. r N� r n w w W w w w W W W W W W W W W W W W Cn CA -I 00 O -rh. Cn CA v O Co -rh. Cn CA -I 00 co O O O O O O O O O O O O O O O O O O D D D D 15" STORM '2 L I N E S A. 16+6 D D mz mz !MAITC mZ I SSR SS BA SA MANHOL r� SA MANHOLE D O STA 10+0 D �' D O +O STA 10+0 RIM 360.2 RIM 355.2 = �j = I ii O I INV. IN 350.4 a -� ii O w INV. IN 342.7 o INV. IN 350.4 'o I o INV. IN 342.7 < m 18" STORM '2S I INV. OUT 350.2 < m < m 15" STORM '2 2' INV. OUT 342.5 C C + 8" DIP WATER INE'X' C I m 8" DIP WATER INE W a I m Q II m I A D D rn Zmmr-r- - I D _zzm6 - I SS 8" DIP WATER INE z D cn T T �KK�z 4" PVC LAT. STA 17+26.2 /� I z < < D y O I RIM 372.57 O I �OAAA 71 INV. IN 359.7 I c 1 3 y I V. OUT 359.5 I o y y z r r Z m m m I I m m m� A v m O p I I OGmco (n cnawN� (n c m I I I I A��pcn O' D _ I �� D D D m m D I D I U) z z A m iv I w W 0 N O O I O ' '� I �< O I I m-J v m m + 24" STORM'2 I z cn accza + I + 24" STORM'2 n mm v O I � C-) I O m O I 2mmAD O I O LAT. cn cn zz 1 �.Z7 �,��7 I I , �4"PVC O N � + Q m I + O I O O _D O>>zZ O mcnv,�'cn z I CA + O ; p cy)II Am�o0 I CA 0 zz O>>w I O <��mco m 00 DD 15" STORM'2 15" STORM'2 I A p p; 0 00 io I mzZOn�i * 03 00 O �', cn I D 0 � O 11 A<� _`o `ol A I n mm -u D� cn cn m cn z 4" PVC LAT. co I 4" PVC LAT. r z z �x mm mN o < - m 3 m z 4" PVC LAT. m < 2� OO O� I co co m I II I SSR z0 z0 0 m ^� SA MANHOL m STA 11+74.5 RIM 356.0 D 00 I I A 0 I INV. IN 345.7 D D I I I I qV. OUT 345.5 mz I I N �m I N I +O 4" PVC LAT. cn x I O O I O I m � I 4" PVC LAT. I 00 co w4" I PVC LAT. 1 I I + \\ O 4" PVC LAT. I 18" STORM'2 ' \ I I A SA MANHOLE 44" PVC LAT. N ? W N STA 19+29.5 � x p RIM 370.3 Tm�3-i�DD Dxxrr INV. IN361.5 p -, 0z Zmmrr�� -11 I V.OUT361.3 0 p 4" PVC LAT. D z z v< II 4" PVC LAT. °' c c z D II '2 I wX 15" STORM m 4" PVC LAT. z m m A I I po 4" PVC LAT. 3 x X 0 Z rn 00 ODDDD I I 8" DIP WATER INE W w prrmz I I 'I p� �m oDDW 0 I Mm m 1 I + m� + O 4" PVC LAT. cn 55 Z Z A 1 O O mmm�� O I N 4" PVC LAT. m m 0 I 4" PVC LAT. I O zz -0 I + I SSS I cn cn m Qz z O o I A SA MANHOLE°D I 4" PVC LAT. STA 13+32.9 rn I II _ a rn I RIM 364A INV. IN 353.8 D D p I SS R m m m I I qV. OUT 353.6C STA 13+45.5C o O I\ RIM 360.2 I INV. IN 350.4 I y \ I INV. IN 350.4 4" PVC LAT. I m o \ I qV. OUT 350.2 II 4" PVC LAT. D 0 I I I I mz I II Dmm I cn 4" PVC LAT. X I = I zD I I Mr- II 4" PVC LAT. 00 m O I O I O II I O 4" PVC LAT. I � I I � + II T O I I I 4" PVC LAT. n N II SSR 4" PVC LAT. n I A SA MANHOLEc OD 4" PVC LAT. I I RIM 377AE < I I I INV. OUT 370.0 O I II II 4 I o I II 4" PVC LAT. -1 (31 m -4 00 Co 4" PVC LAT. I I O O O O c:) O � I � Cn I Cal 4" PVC LAT. I O I O O I O 4" PVC LAT. II Cn m �l 00 O O O O O O I D MA CHLINE STA 1 60 SSS I SSS m z A SA MANHOL A SA MANHOLEz 4" PVC LAT. I STA 16+72.7 I STA 15+38.2 N RIM 377.5 INV. IN 368.7 INV. IN 366.8 x rjj INV. OUT 368.5t II INV. OUT 366.6 G IF o m I <� / 1 vm � + \ Q 0Fn 4" PVC LAT. SS R 4" PVC LAT. I Q 4" PVC LAT. / I o SA MANHOLE 1\ Z 4" PVC LAT. STA 15+7 O / 0 O RIM 367.7 / L7 INV. IN 358.4 1 I qV. OUT 358.2 m 0 \ r 1 III m SS S o m / ACISA MANHOLE 1 4" PVC LAT. STA 17+31.0 0') T 1 (n RIM 375.3 C7 + I I qV. OUT 369.1 + O n1 D O O O v I / 0 I + I 0) I o I O 1 W W W W W W m O O O O O O z 4" PVC LAT. I 0 8" DIP WATER INE'R' °' 'e I N I I � TCHL NE STA. 16+6 I II M CHLIN STA. +60 w w w w w w w coW w w w 4�:6 cn rn -4 00 co � cr rn � 00 Co 0 0 0 0 0 o Q Q Q Q o 0 OO80000 TT (n Cn A A O W p D �V W N aNONaoa m n C/) AAzt zt\t0 V V V OD CO (O t0 O N (n D m m X2000000 0>00oC;o Z In r�::! -�zcn (n m pDDC 3�mmOn� m Z W O O K K D Cn 00 z � c)�ommD _ w r z z O< c) N � cn r N m FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G, H) I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA SANITARY SEWER PROFILES A V (' z m N TI ? W CDi A w r (D :3 v CDcn N cn 0 0 �• N A A 0 K m 0 D= m CD- N CD r °= r a W W W O O O D ATCHLINE STA. 23+40 z 4" PVC LAT. D C 4" PVC LAT. � N 4" PVC LAT. T� O n r 4" PVC LAT. m 4" PVC LAT. D N Wcn A W Z O O >xx �m Zmm r.. 1 LJ O O + O I W W -ph. 00 Co O O I 1 \ I II 11 \ A ss SA MANHO \ STA 24+28 \ RIM 386 \ INV. IN 377 1 INV. IN 377 1 11 1 I 4" PVC LAT. z z C) c cc z 1 KKK z << z I ;; I c�� (� D D D Orr Z < cn cn cn I 4" PVC LAT. m v m oz� 0 I I m m�� c) mzz A O7 W N 0) 4" PVC LAT. mmm. X � m m < O ZZ v z z I � I 4" PVC LAT. > jcr-n DD -- I cf)� I z z < vv U) 4" PVC LAT. m X N Kv D cn z I DZ I x m m -- I , r zD / m� / vm °' m / / 0z N m 0 1 I o� I v I m I I m / / I 1 1 SS T I A SA MANHOLE STA 26+53.2 RIM 390.0 I SIV. OUT 382.0 I I I � Cn D D r mz ii oD O O O 0 < cn m Tm TN N 1 T� T1J N � O O -f1 + O m (l) V ) D Dr mz oD O O � O 0 < c/)C Tm N 1 Z7 TO 'I r m + O O O O O O O O W co W W CA O v co O O O O I I SS R I A SA MANHOL 4" PVC LAT. STA 10+0 RIM 372.5 INV. IN 359.7 INV. IN 359.7 INV. OUT 359.5 w� r- I n O f1 0 vm Cil Al X 0 u, I -0--1 N I Z to G% o I vo I O� v m SA MANHOLE 4" PVC LAT. STA 10+67.5 RIM 370.9 I I I V. OUT 362.9 W W W W cn m -4 00 O O O O co w w 4h. 4 00 co O O O O O I I 1 SS T A SA MANHOLE STA 10+0 RIM 386.7 INV. IN 377.9 INV. IN 377.9 I I V. OUT 377.7 8" DIP WATERI INE W N I w I I I I r T I vm wx 0� < I n mz G7 00 O I om I I m I I SS T7- A SA MANHOLE 2 4" PVC LAT STA 11+23.7 RIM 388.7 I I I V. OUT 382.7 4 0 0 0 O O O O co,0000 TT cn F A A O W O D �V W N aNONaoa m 0 C/) AAzt zt\t0 V V V W CO(OtOON � D m m X200000 0>000c;o Z O m D D 0 3�mmOn� m OZWOKD Ac0omKz � = KooD W rzzcn X � O< �_ N m m r N m c/) D D r m 7 N �D x O < Sm + m C O O r m D O 1 W + O 00 + O + O N O + O O N O O N + O + O O W W W W W W W 4�:, W W W w w W W 4�, W ul 0) -1 00 (o O W � cn O v 00 O O O CA O O O O R O O O O O O O O O MATCHLINE STA. 16+60 4" PVC LAT. I GIAWN Z Oco 0 I I I 22r N y r I 3 m Dzz� I Cf c c z K K < O zmm� KOO> N I 00 D z o r- I 4" PVC LAT. � D D W Om m � � �00 CD cn I mmm- I 00Fn �u � � I v--I IT I oZ zz v0 cn U)I o� zz I yv �> I mm D D Z z / cn W / z z / cvn I SS T D I A SA MANHOL m 3 STA 18+02.bE RIM 358.3 y INV. IN 351.2 m I W. OUT 351.0 z I r D Z m to �= mD �r I co m I 15" STORM'2 ' I I I I _ I I I I I I 1 N II 4 W OD \ Lin 4" PVC LAT. Om 1 1 v \ J 0 w 1 1 o \ 15" STORM'2 -1' \ 4" PVC LAT. I 1 I I 1 1 1 I 1 I 4" PVC LAT. I I I I I I I II I I 1 SS T A CSA MANHOL 4" PVC LAT. STA 20+80.2 RIM 367.2 INV. IN 356.9 I I INV. OUT 355.7 4" PVC LAT. I I I I II I I I I I I O O7 I 0 T OD < '0 4" PVC LAT. 0 0 II I I 15" STORM'2 I I I I 8" DIP WATER INE'R' I 1 1 1 1 SS T A SA MANHOLE 4" PVC LAT. 1 STA 22+74.2 RIM 377.2 INV IN 368 4 \ INV. OUT 368.2 4" PVC LAT. \ O 1 T � 1 O 1 4" PVC LAT. 1 N o I I I 4" PVC LAT. I II MA LINO STA.2 +40 0 0 0 0 0 0 0 0 I I m cn D D r mz N � � oD O O d O O < UC G O n m D cn O 1 � + O + O O + O O + O O + O + O d7 + O I SS 13 A SA MANHOLE STA 10+0 ® RIM 342.0 I INV. IN 335.3 INV. IN 335.3 I I V. OUT 335.1 A 1 A W N W --iDD in r- zmmr- ' 2< Dzz WU) Dfn cc D zmm�D y� 0 > D z D <ttn�cn n 0DDpOp0 <DDmm ?in r .Zml �OOov zz�A O 1 * co W rn m I �� < v IT m 0 zz cn cn m O z N _z I DD I I cl) a, II zz L-L- 15" STORM '2 ' cn 10 m� �v \ D - zcn 8" DIP WATER INE W 1 02 z y z I mm 1 � � 15" STORM '2 I z D mr m m SS T A SA MANHOLE 2 4" PVC LAT _ I N STA 11+7 RIM 345.7 INV. IN 336.9 4" PVC LAT. I I I I II I I �� I Oz I 0 c� 4" PVC LAT. I I v m v m N I v � I T I o I T c I A O 0 0 1 1 1 15"STORM'2 3' \ 4" PVC LAT. \ 1 SS T 1 A SA MANHOL STA 13+82.9 1 RIM 353.2 I INV. IN 345.4 I INV. OUT 345.2 4" PVC LAT. I I I II I I I I I I 4" PVC LAT. N I I I I Ut I to I T I C I r � I � I I 4" PVC LAT. 0 \ 0 II I /I I I 1 4" PVC LAT. II I I I II II I SS T I A SA MANHOLE 4" PVC LAT. rL STA 16+12.7 RIM 362.5 INV. IN 349.7 I I I I INVI . I II I MATC LINE S . 16+6 0 0 0 0 0 0 0 0 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G, H) I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA SANITARY SEWER PROFILES A0D V z m O N v TI v A w r (D u :3 cn CDcn N :3• N A A o K m 0 D= CD- m N CD. r N� r n m m mo 6 --1 m W w w w w W W co w W 4�:, w W W W W � -P�l cn O) �1 OD (3i O) �I OD CO O ci O -4 OD (D O S O O O O O S O O O O O S O O O O O O Dcn cn cn D D D D D Nm Nm Nm o� o o� o� o =r + _� _� + O O ii Z O d z IF Z O �m <m <m � m m m p D D mT N Z Z cn m OLn O �_ � r r m m m �. D 12 D + rn + O CD O O O O m O LD OWATERLINE + + O O4 x + + O OI" WATPIRSP O O O O O W W W W W w w w w w O Cn O v Oo Cn O —1 OD co O O O O O O O O O O O O O cn m -4 Oo c0 O O O o 0 0 0 8" X 6" TEE; 2 - 8" G.V.; 1 - i I I " G.V. I I I I WATERLINE' 6"X6"TEE I i 1 FHA #S2 1" WATER SE VICE II I I �, D� m � I I I I I I I I r� z m O1i v � 1" WATER SE VICE I I I I I I I I 1" WATER SE VICE I I I I I I I I 1" WATER SERVICE �! � Z 0 o I I I 1" WATER SE VICE _ is I I I I I I I I 1" WATER SERVICE I I I 1" WATER SERVICE I I I m 1" WATER SERVICE I i o O I I I I I m 15" STORM'2 � I I I I I 1" WATER SERVICE 11.25° BEND I I I I 1" WATER SERVICE I I SERVICE I I I I I I I I I 1" WATER SE VICE I I I I I I I I I I I I 1 I 24" STORM '2 I I I I I FHA #S1 I I I I I 1" WATER SERVICE 1" WATER SERVICE I I I I I I I 8" G.V. ; 1 - I " G.V. I I I WATERLINE' oo,0000 TT U) F A A O W p D �V W N 6NONaoo m 0 � AAzt zt\t0 V V V OD CO (O t0 O N� D m m X200000� 0>000cx z nr���Zln (n 0-u>>O � K��cOnm ZWOOKKD (n co z � o (oommD _ w r Z Z OG c) N � � r N 7\ m 1"WATER SE vlcE M CHLINE STA 16+60 N 15" STORM '2 ' O 0 �x CD Ohm Amz 1" WATER SE VICE � D O � O A D mm0 �O y m�x�� ztnm D� OmD vCa°��D �mADy� ? zDDVD mrA�lm O OGr n� pZ�A�r= � fGi1 .Zmlm �.Zrl 1� r Z 3 � D O C p m � � D D F �XncDi�cmi» �Oq DpOrm m zz � p�1 mm� DOTv�� �Rm1 C)T�y cnmmDp mZCDi)�w Oo �r � Z m�Ar OpDZ2r �z�mztn n(nZZ T AO (n 1 �Drr �rZ3 mvDi�� j �tCmO� �mczi�zm� I � � zDDp��� K �O�=Z W v n��y DZ2r moocmiG» OZDO� zO��c A� vm � �mzv� m n��� z 0 � m j z 3 m � � z v_� ���zOA I � z �zm0 DMA �cD•>m�yo � < v ��xz �m�O�D I m �C�xDln > I { vciz0� � Ommrm I � � �oTD mv�p W v oz�0a�o I I vo�� O OcG�� mmD�'=m��manyvo�AZ"W��°� all �m �rnOy �mp�D �D Opcn3 0 3Tomv m� ��To� cn �� D O O cn mo�Z � oW CD mm zzmv �, v 1 O m �Z � m 00 � 8" X 6" TEE; 2 - 8" G.V. � � 6" G.V. m z IT D N 1" WATER SERVICE � \ � 8" PVC SAN. SEWER 'T' \ � 1" WATER SE VICE \ 15" STORM '2 8"X6"TEE 6" G.V. FHA #R3 1 1 1 1" WATER SE VICE I II A� mn"i I �m �x �� o v I \ �z \ v G> 1" WATER SE VICE \ O \ � m \ m N O \ O \ O \ 1" WATER SE VICE \ 11 1" WATER SE VICE 1 1 1 8" PVC SAN. S WER'T1' \ \ N 1 1 1 1 N I 1 I I + 1" WATER SE VICE I O 1" WATER SERVICE O I 1" WATER SE VICE 1" WATER SE VICE N I I I + AIR RELEASE ALVE O I O i I I 1 I I 1 1 I 1 I 8"X6"TEE 1 8" G.V. I 6" G.V. I FHA #R4 I 8" G.V.' 8" PLU \ B.O.A. \ \ I 1"WATER SE VICE I I I\ 1" WATER SE VICE I I II III 8" PVC SAN. S WER'S' III 1" WATER SERVICE A I I w z O G I I I I I 8" X 8" TEE; 3 - 8" G.V.; A I I I I WATERLINE' 1" WATER SERVICE I I I r �� Z n�i v I I I A X 1" WATER SERVICE I I �Z O o0 D vm I I I I I I I I I 1" WATER SE VICE I I I I 1" WATER SE VICE I / I I I I 1" WATER SE VICE I I I I 1" WATER SERVICE 1" WATER SE VICE I I 1" WATER SERVICE I 1" WATER SERVICE I I " WATER SE 1 I / 1" WATER SE VICE 1" WATER SE VICE 15" STORM'2 ' 8"X6"TEE FHA #R2 8" X 8" TEE; 3 - 8" G.V.; WATERLINE' �I 8" PVC SAN. S WER'R' M TCHLINE STA 1 +60 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE UR ALBEMARLE COUNTY, VIRGINIA WATERLINE PROFILES -uCD cn 0 C3 CD A ADD V G. m � N :3 TI � ? N T i v A w r � (D :3 W W W W W W W W W W W W W W W W Cr O v W -01. C n O v -46 C31 O -4 00 O O O O O O O O O O O O O MA D� r,IA 16 60 D� D� CHLI mNm r IF Z 1" WATER SE VICE = C: r O Z O 8" X 6" TEE' 2 - 8" G.V. I Nm O = r +O d Z O 8" X 8" TEE' 3 WATERLINE' - 8" G.V.; ' I I 6" G.V. WATERLINE' <m C + O O � �0 o m I <m O c A <m W m 1" WATER SEP VICE r mN v / I / O O m 1" WATER SE VICE 1" WATER SEP VICE r 1" WATER SE VICE I O TI O fn 22.5° BEND O �1 X -n ;U {�p�� 1" WATER SEP VICE 1" WATER SE VICE mZm:LJm� L° -,r- mmDmD X 0 0 D nm-� m-0 0 p O D T me 00�� rnzm0 D D w Z Z Z m 0000 00 O c 0 ZK 0� 2 A - 2 r A = z 0 r m D O + 00 00 O m Z r m V/ + O D O O O O I + O r m + O O 1" WATER SERVICE 1" WATER SERVICE 15" ST0RM'2 a � A> 3nm� m�o p > 0mpm�m Dp cn 1" WATER SE VICE I I m cn I W rn O < n00LDT. �00cnK xm��m cnvi00-n O D Z Z 1" WATER SERVICE z X 1" WATER SE VICE n c D K Z Z KXpr, m Z m p m 0 I I I I 1" WATER SERVICE I N I N I I OO 1" WATER SERVICE O 1" WATER SERVICE I 6"X6"TEE I I 1" WATER SERVICE I 6" G.V. CO I FHA #U1 I 1 1" WATER SEP VICE O I I O 15" ST0RM'2 3' / / a/ I I I I °= u I `0 8" X 6" TEE; 8" G.V. 6" G.V.; FHA # 3 / I 1" WATER SERVICE I 1" WATER SE VICE N p v Z n O ml X I I 1" WATER SERVICE I I -u m OF v� O Z 1 I I / _0 m 0zn -0 --1 O Z 1" WATER SE VICE NJ1" O ) O w CD O � W O O Z 0 ml mp O L7� �p m m 15"STORM'2 ' / I I / / ;uX mX 00 n 0 K<mm< � m Z� m 3 m Z 0 o OX �o m m 1" WATER SE VICE I I I I I I m m O mZ mc� G)A p m m WATER SE VICE 1" WATER SEP VICE I I I I I I Z�m� 0v_> mxm �oD a 1" WATER SERVICE I I I I I I 8" PVC SAN. S WER'S' I I I I I 1 I I I 8" X 8" TEE' 3 - 8" G.V.; I I WATERLINE'S' I I 1" WATER SERVICE I I OO 8" PVC SAN. S WER'T 11.250 BEND O N 1" WATER SERVICE I I 1 O I I 1 O I I I I 1" WATER SE VICE I I I I V 11.250 BEND 1" WATER SEP VICE I I I I I I 1" WATER SE VICE 1 I I 1 1" WATER SE VICE I 11.250 BEND 1" WATER SERVICE 1 1" WATER SE VICE I + 1 + I II O O I 1 N I 8" PVC SAN. S WER'R O O I I 1 1 I 24" STORM'2 ' N I I 1" WATER SE VICE I 1" WATER SEP VICE I I I I I 1 I I I I I I I I I 450 BEND 1 1 I I I 1" WATER SERVICE I o� D �j I I I I me I ( Z mN CA I O +O I N W I I 1 1 I D O g0 0 m I rc I m n'i O 1" WATER SE VICE I I 1 O I v O I 8" X 6" TEE; 8" G.V. 1" WATER SE VICE I 6" G.V.; FHA # 4 I 6" G.V.' 8" X 6" RED. B.O.A. 8" X 8" TEE; (2 WATERLINE' - 8" G.V.; I I I I 8" X 8" TEE' 2 - 8G.V.' " ATCHLI E S t60 WATERLINE' ' 0 0 0 rn � 00 0 0 0 0 0 0 0 (A O O O O O Cn m m 0 oo, A O WopoD oo N TT U) F A �V W 6NONaoo m 0 C/) AAzt zt\t0 V V V OD CO (O t0 O N� D m m X200000 ODOOOC�Z or���Zlp (n � 0-u>>O K�mmOnm Z 0 O O O K D (n co z _ o �oomD=W3K�mII O O rZZO<� fV � cn r N 7\ m FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA WATERLINE PROFILES A V C) z � ? N i In A on r (D v =m CD N CA �• N A A o K m 0 D= m CD- N CD r W= r UWi rn -4 O O O O 0 D Dr m i Nm o� o v ZG� WATERLINE m my l zm ni AX 0 m 8" PVC SAN. SWER' A m v m 3- 8" G.V.' WATERLINE'' AV AOD ztCO (O t 0 nm 0421 oA ,oW colCS TT cn F 6NONa�o m 0 cnzt \t0 V VD O NE73Mm 000X200 0>000c� Z or�Zp(n O-uDD0n� K��cOm ODTWOKK 1900mKz ��W K���Ko rzz�N N� --1 AV AOD ztCO (O t 0 nm 0421 oA ,oW colCS TT cn F 6NONa�o m 0 cnzt \t0 V VD O NE73Mm 000X200 0>000c� Z or�Zp(n O-uDD0n� K��cOm ODTWOKK 1900mKz ��W K���Ko rzz�N N� --1 II II II I I I A A ry FINAL SITE PLAN FOR PHASE 2 (BLOCKS F,G)H,I,& J) RIVANNAVILLAGE ALBEMARLE COUNTY,VIRGINIA WATERLINE PROFILES ADD m 0 N :3 TI v A on r =D (D :3 W W W W W W W W W W W W W W W W W W W W W U7 Cy) -4 W _p:11 U1 CA 11 W � U7 CF) —1 W -Pl, C31 O 11 O O O O O O O O O O O O O O O O O O O O D D N m r q Z <m X r D 00 iSYY�� z W + O O TI ATCH VICE INE ST 3 +20A <�m m m m O m CD D D m N m = r 'i — o Z <m x r + OO iY� Z O 1l D D m J N m = r 'i — o z <m �22.5°BEND x 11 r O > z O TI v CO v m m D N m 0 = r �i Z 08"X6"REDUC o <m - r Z O TI 1" WATER SE ATCH INE ST 23+40 I ATCH INE STA. Fir 16 I (n N v 8" X 8" TEE' 2- 8" G.V.; / 1" WATER SERVICE �z0p Tzvm�< A CO Oy��G) m m v0 I �m nm n c A O� �c� 5r n� m 0 <n m WATERLINE' 6" G.V. R 10 A I z v I m� ZZ m, r�>°o m1 mD 1" WATER SE VICE 3 z 0 to r 8" X 8" TEE' 2 - 8" G.V.' 0 m D �m p m p �z az) o � m0 O z D z (Dm �m = c p — 0� cn p O z Dr 3 z O m 1 O", mZ o GAG) 4" SAN. LATERAL WATERLINE'Z 1" WATER SERVICE 15" STORM'2 ' �O m z T n -n OO �p � KK _02 > 2 . =c vm W mK G) m 8"X6"TEE ut / I / mm z z O n g G� m p m m� (0< O z cn m G) 6" G.V.; 8" G.V. FHA #X1 / 4" SAN. LATERAL 1" WATER SE VICE q I r m D + N O m Z 4" SAN. LATERAL I I I _ c_ D D o „ z p D - z z O m n O D r m D + � O i W O N N + O O I I I I � D0 " Z m r m 8" X 8" TEE D WATERLINE'W' CA O+ 00 N W 18" STORM'2J + O KYAF r m cn D O O O O O i + O / 1" WATER SE VICE 4" SAN. LATE L p � W 2m n� z m O zmm m�A nAOm r, o X m < 3 O m m < 1" WATER SE VICE I I I I _ 7 m z 0 0 < 11.25° BEND / �A �xmw I O I W + OO DOUBLE 4' X 2 BOX CULVER CONCRETE I o z � I D 11.25° BEND I I 4" SAN. LATERAL 3 O �m ^? -n O m— �m z O O 0 y� 0 8' X 4' CONCR TE BOX 1 / a 1" WATER SE VICE CULVERT CID + O O N + O O 8" X 6" TEE I co D v m � r, m �- m— Z m v D p BCD -0 r m p y cn I 00 vm m D v—� Acznz c 0 11.250 BEND I I 6" G.V.; FHA # 8"X6"RED. 1" WATER SE 5 VICE I 11 zAzp00 Tpm 00(nmm U) z c A -u m 0O A N D 4" SAN. LATE L m " Dp0 mz� C)-n = D OX 05 I I I I 1" WATER SE VICE X��c 37oInr I DnD 15"STORM'2F mr ��< zr-m m 24" STORM'2 ' I N I � I o WA- I w 15" STORM'2 O a 8' X 4' CONCR CULVERT TE BOX I I EX 8" DIP SAN SEWER'A' w + O 8" G.V. 1" WATER E VICE I I I 15" STORM'2 ' + O Q 1" WATER SERVICE N 11 + O O N O O v m N O + O O 30" EX. STOR 8" X 6" TEE 6" G.V.; FHA # N + O O 8" X 8" TEE' 3 WATERLINE' W + O O + O 00 0 r II I 8' X 4' CONCR TE BOX m _� oz m0 0 G) y v A D cn�mmm zm22xP 00 v> Z 3 mmDmD x c� <n m 1" WATER SE VICE A m Zcn I I CULVERT EX. 8" DIP SAN. SEWER'A' 4"SAN. LATERAL \ I � Dn m y A _ (n 8" X 8" TEE' 3 - 8" G.V.' m ' xx m� 0z m G) v G) o mc)T�y z�mzcn G)ov�c oo z z = -0 m p zzmAA I I w WATERLINE' ' 1"WATER SERVICE I n O m m _p v I I 15" STORM'2 � v r XmODDT mzm�A� W D 'A' v m m 7 O c 0 0 cn z O O 0M-4co CD�0 D ��rmcn 1" WATER SE VICE I I A" PVC RAN SPAIER'R' 1" WATER SE VICE n 0 m cn -�rzK mmDmD X Nm�'IT— v0D"x� 1z�mZ(n m G) ncn cn m O v � c I I ommr N vo r o z�pD oc<zz nn�V�—,—,� = m � � m rn I 15"STORM'2 8" DIP SS'C' 1" WATER SERVICE I 1 I 8" X 6" TEE ce D zzzm mvvOG)� co 0 -u cn z m v D cn o — _j a: z G) N no m m A m� O — O cn O<D� Pmv D U) K Z Z m p X 0 m 8" X 8" TEE; 2- 8" G.V.; 3 I WATERLINE' w 6"G.V.;FHA# 4 1" WATER SE VICE I I 1" WATER SE VICE O ' m � o CIDv m V D v mr Om cn D cDi = y ai m m r "' z rn 0 O7 Ir-"n I I I I c c) I WER'A' 30" STORM'2 1" WATER SE ' VICE 1" WATER SERVICE II I 22.50BEND I �npcnK = 0 cncD�z z m � m m 0O Om m o CIO D - 8" G.V.' I I I 8"X6"TEE I 1" WATER SE VICE I I I �cOvm 3 �, — m I I I I 6" G.V.; FHA # 2 15"STORM'2 ' � + 1" WATER SERVICE 1" WATER SERVICE xX CJi + I T� U) G) vo D A v p m 15" STORM'2 ' I I I 11" I 1" WATER SERVICE WATER SE VICE O I i I O N 1" WATER SERVICE � 1" WATER SERVICE + OD W w O Q I co O O O D m 0 <mm< 1ITcn 0 m o tz—G) O O 15" STORM'2 8" X 6" TEE' 2- 6" G.V.; 6" STUBm I I 1" WATER SE VICE w z o 450 BEND 1" WATER SE VICE I I z�mc 1-0D cn mOmr m D � 0 I I m 1" WATER SE VICE 1" WATER SERVICE I I D z co v zn m 8" G.V. 4" SAN. LATE L Am D vv 1" WATER SE I I m� m � v) m v I _ VICE CA 8" PVC SAN. S WER'B' I1" WATER SERVICE I I C ) 1" WATER SERVICE I I W a czi N + I I 8" Q.V. 1" WATER SE VICE c r m 4" SAN. LATE L I O O I I 22.50 BEND 6" G.V.; FHA # 6 I 0 WO + W C31 (� 11 O 4" SAN. LATE L I EL Iq I 0 0 0 0 0 I 36+20 MATCHLINE ST 23+40 II MATCH IV INE STA. 16+60, I 1„ WATER SE VICE E w w w w w w W W W Ut O v W Cr m 1l O o O O O O O O o O m m 0 oo, A O WopoD oo N TT � F A �V W aNONaoa m 0 c/) AAzt zt\t0 V V V OD CO (O t0 O N� D m m X200000 0>000c� Z Inr���Ztn (n 0-u>>O K�mmOn� m ODZWOKK (n z �oomD00 �_ c) _W3K�mII O rZZO<� fV m m r N 7 m FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA WATERLINE PROFILES A V O z m N � TI ? 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