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SDP201800031 Plan - Revision 2022-04-19 (3)
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(min) A+ J O J O fT + W W W+ O O O O 'W 0 W + N O O 'p p J W W W O O W W W W W W A A A A W A A A A W OI A A W W O) OI N Ol T rainfall lntes,,hh�� "l W W W � ID N+ O O N O W A W J J W J W J O W O W J W J W J Ol V W � W N J O W N W W Ol J W N W A W W A W' Ill A J W J , O O N + " O A O+ O+ O O O O O O N G O O N + W O O O+ O (cfs) Q flow incr. cfs O Ol O N J J A Cn O O O O W W J O W N W O W ID J (T W J J O O J+ O N ID lD N Cn + N W W p (J CJl (T >> N+ N J J J m O W N Qt, total flow (cfs) O O N + U O ONI A O N fAT (mil S O W N O b (JT 6ml O W O O S S W IT A N N Oml W W u W In W a W W W WW� W W W W W W W W W W A W A W A W A W cn W cn W cn W a W vl Invert in (ft) W W W W In � Ul N A W O W ID A W O) W W W V+ J W N+ lD O A Oo W f0 V f0 U N J W J J J lD Oo (T A A Cn �I N N W O+ IT Cn (A W W W O (Invert out of structure} N W (T O W m J N O (T U CT Ill (T W (T Ill (T ID W O Cn [T W W N O W W W W W W W (ll � 3 W W W (T W (T W (T W W W W W W W W W W W W W W W W W W W W W W W W A W A W A W IT W W W W W (P W (T Invertout{ft) 0 0l N %n W + N Ln A �.. o � W + V i.l W w W � V iv W is W w ID w W W W W � A [n N N W m (T m � (Invert in of structure) O o O N W [T O m O J O O m O O (T U W O U m fD (T O O fll A W W W o o cn m o W nl cn .I cn (T o A W� of 'p W N (; m A W A o � N w N O O W O O O O O OJ O W J W J Ol Ol ao O W A N CD W O O OI ,� W� W �' + L, pipe length (ft) �I CI O U, 0 0 O O O W A W l0 CD b fD O O N S W A O O W J A+ J ' W+ m 0 0 0 0 0 0 0 0 0 0 o 0 o O o 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n, manning's coeff. w w w w w w w w w w w w w w w w w w w w w w w w w w w w ' 'DOj N O (T iD � O � c 0 0 V 0 0 !p W V Cn tD � A IJ N W N N UI O) > A > V N O UI + S, slope V A CT V A W N A !O (T O N W+ O+ N W W m O O W A O O W W A CT P W A ID O W W V A O a w rn rn rn rn of In rn rn rn w a In rn w rn a w cn to in rn D, Diameter (in) 0 � O O m N IT N W (T (O � � OI IT W IT � W O O O W m (D Full Flow Capacity (cfs) + O 'W (T m fp)l COD J J A J Oo OI 6l O N O V � A O J Oo N Ca + J � J v � $ W A N N Cn J J O J W (T W +� N W W CT A W (T W W J W W O J W CO N W W J V W V W O IO (O t0 A fD (O l0 W CT V W W [O W O W Ill J N N N A V V, Velocity (fps) A (T A A f0 W p W O O O O O O O O O O O O O O O O O O O O O O m N N W O Cn O O O O O � O � O 'O O 'A O $ O �)''i O O � O $Time O O O O O O O O O O O (min) O rn O � O � O Remarks N N ilt i't N C N N X N N N N N N N N N to N N p N (n N (n N N N N � N N N N N N N N N N N N N N N N N N N N N N N N D D D D y D D N D N N N N N N D N N N N m N N O N �' < < W G5 t}� T 5 � < G c c << �, � m 52 —I N o O O O � m rn N I.) u, z z `` N W W A A N RI N N N O N m N m D N (� 0 �T'I W T W m m D Plan Label lG `G N W I W� 1 N A W N Vt m A W 'm N W V1 A A V CO IO O V W fD O + N N W N N N W N N N 3 N W W Ul A O O O O� O O O O O O O O O O O O O O O O O O� O O O O O O O O O O O O O O�� O OT �� O� O O O O O O O O O O O O O O O O O O O O O O O O O � �' � w u w w w u w w w u w w u w w w w w w w w w w w w u w w w w w w w w u w�� u D u w w w u w w w w w u w w w w w w w w u w w u w w u VDOT D type 3 m w W m W � m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m co m m D C0 m m m m m m m m m m m m m m m m m m m m m m m m m m m m ,y = N of O) W QI QI OI W W � � P W W � � W 8 W � W A S W W W N W W m W A W m W W DI W W D W O] N ON � Ol W W W m m W W m W W m W W W m W W W O W W W W W W A L, throat length (ft) O 0 0 0 0 0 0 0 o p p o 0 o p o o p o 0 0 o p o c o 0 0 0 0 0 0 0 0 0 0 0 o D o c o in o p o 0 0 0 0 0 0 0 o c o 0 0 o c o c o c o o c o 0 0 o p + W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � N � + + N � A p __� N w N+ N � N A p o W + + o ++ N+ o P � o Gp � - o � N � N N N p $ pp IV + N Cu � N N A, Drainage area (acres) � J lD N W O N (T W (T W V W N N N W W W O N W + 1p l0 (T W A A W N W V O V W [T O CT W W W N J W U lD A N � N CT W N tD O l0 N m b V O V A A rJl O O O O O O O O O O O O O O O Op�� O O O O OW O O O O OCo O O O O O O O O O OW O O O Op]] O O O O O O O O O OW O O O Op]] OW Op�� O O O O O O O O O O Oi WO pOW� +OV� p p N W WO N W W W W mW W p � CO�II W p W p S C, rational coeff. A W (T O O V V N V OJ O J V N O W N V V Ul V V O Ul N W N N O N O W W N CT W N Vmi CT W O J N [mtl V J O V CT UI N V CT Ul Ul N Ul N V V W J V CJ)t 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ollL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = ' N + O O + + V O + + N + 'p N + O W O O O A + + � 'pp O O N 'yy O - O O O ' � ' O O + + + N O O O + + N V + � + N N CA a O O pp V N O W+ � Of W W m O$ O W+ ttll�� N O+ V V N O� V A pWp W N OV m pWV� S tOp S W O � � $ mW N� V O W V N V N W W $, � W m W A (T A CJO m A Owi W W W Of IJD A A tmD W W� CVD O Ill 0 0 0 0 0 0 0 0 0+ o o O+ 0 0 o O O 0 0+ 0 0 0 + O o 0 0 o O O O o o + + 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0+ In d a a A 'A 'W 'W � a bl N � in .I o in A ib a > in iu N w 'W is .I 'P a A a � a A Ln a N N � Ln � A o N b is is in in in is > in is LI ill in �I co 'W iu 'w a ,I in'J iD - Q. flow incr. (cfs) K n W V W N+ V N tp A W W N Ut N W W O l0 A N V O N+ V O] O O N A (n W O m W N N W V (D W O CT U1 W N N W W Ul V+ + N 1p + A+ + VI V W N W A A W N m J O O O 0 0 0 O O O O O O O O O O O O O 0 0 0 0 0 0 O O O O O O 0 0 0 0 O O O O O O O O O O O o O O O O O O 0 0 O O O O O O O O O O O O O O O O W 8 8 8 8� S 8 S 8 8 8 8 0 8 8 8 8 8 S S 8 S 8 S 8 8 8 S S V) 0 0� 0 0 0 0 �I A?OW coN W N ONON000 m ^ lJ (n m AA„��� D m �����oN m � ll ll 0000� m C>DOOOc� Z (7r���Zp) (� O�DDC� � • 3���Onm Ztnnno�D �c00�3z ��c�c�mZD� O �oOz�� ZI �I rzz � Z fV rn --I --I � m Iv m FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G, H) I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA DRAINAGE CALCULATIONS p 2d Co'h/� y � D cERd \�cZ � V G 0)� 0)� O ? N (/) i A w r � (D � � :ro 3 v O m N �• A m -0 D= m N N �. r W= r co co W W W W W W W W W W co W W W W cn CA 11 4�1- (A CA 11 c-i O 11 4�, (3l O � cn O -4 O O O O O O O O O O O O O O O O O c(n con cn 0(n 0Cn 0 cn �cn D� >-� >� >� >� M 0 m O m O m O m O II II II II II o a O o O o O o O _ x + x + x + x + O O O O li li O li O li O li O <D <D <D <D <D z z z z z N N C7 rr O O O + + + 0 o O o 0 o O m m m m m O O O zo Ij O O O O O Q+D n cn O r m 0 IF rQ WV-4� W W W li O O O O O o < Dcn cn 352.20W W W z o 0 0 D r m 0 Kim 359-OZ li o O x + 71 O O If O + + m <D O O Zuj W W W O Z] O o O O O W W W N N O O O O O (yl rn � +o +o m O O O O O a � (A 0) .M 0 O O O o� O W W W W W W ++ O O O O O O o�J O N N D� n� <D � m0 ,'0 z O O li li o� o o� o N O O 0 0 O o /� O o cWn M � <D <D O O O O Z Z TI O N N r + � rn � n m o o O O m 0 �J o �(] o m O O 0 fn O TI O o =� m m ♦ 0 O OD I, O D. O W o D + < N O Z OD 00 O O O NO O O + r o m N N O O -16 O ♦ OD 1 INV. OUT 349.7 O O O � 0 O W W W O O O O O 00 O Ull 0) O O O O D N O o II /� O W W W W o O x + + O O O O 00 li -�m O O o N <D W W W Z O O O STA 11 Or O v O O O U7 O O O O N D + 0(n O fn 0 � m0 OD O O li � � O lil 0 r o II m = o N Q O d O ,F O <D o z < D o �i N OD m W W W = O -06 O O O O O O o+ o m o Ull rn -4 m O O O m N STA 10+55.07 O 2>1 O O + 00 O ODKA O 41 - A O CJ7 0) �4 N W ;CUB, W W W W W 4 i O 01 O C)1 O -4 O CD O O O O O o � II O SD 211 + I VDOT S D FES W/ EC-1 O STA 10+00 I INV. IN 356.50 SD 212 MANHOLE Iv � I STA 10+24.23 � N � I RIM 360.00 O - � INV. IN 356.80 + m O � N I v . A v m � N r � O Ir mn + OD O • T II •m 0 • 'vl � N N + O II II + O SD 213 O MANHOLE STA 11+67.19 RIM 361.00 I I V. OUT 357.90 II I I SD 2M5 VDO STD DI-3C (6') I STA 10+00 I RIM 358.00 INV. IN 351.25 I INV. IN 350.10 I V. OUT 350.00 N 2 A I v 02� m � r v � � VDO STD DI-3B (6') o� STA 10+41.83 RIM 358.44 INV. IN 352.04 I V. OUT 351.94 i I m I m I o I I I III I SD 202 VDOT STD DI-36 (6') I STA 11+39.96 I RIM 360.88 I INV. IN 353.63 I INV. OUT 353.53 6" DIP WATER INE' I � x rn I O� I IV 11 1 �Z I O . v G) om . I I II m I o� II I II �� m n VDO STD DI-3B (8' TA 12+ I RIM 366.4 INV. IN 359.2 I I V. OUT 359.1 � I 6" DIP WATERLINE'S' I D� SD 204 STD DI-36 (8') N = � O v � ' RIM 367.53 N m � INV. OUT 360.18 --NO o; I cn M M 0 M I I SD Al I VDOT S D FES W/ EC-1 STA 10+00 INV. IN 348.50 it I. �tltl _J o. �I. •I� III SD A2 REPLACE EX. MANHOLE W/ VDOT STD DI-36B (6') STA 11+2g.70 IN 351.83 (A2) IINV I INV. IN 351.16 (H) INV. IN 50.16 (EX 30') I I INV. OJT 350.06 (30") ' I I O� m0 8" PVC SS 'A" I I II v O p � m m � m N I m0 6" FHA SERVICE II III _ I I I I II IN I I I I SD A2-1 VDO STD DI-3B (6') I STA 13+13.03 RIM 362.71 � INV. IN 354.76 I V. OUT 354.66 � I I 8" DIP WATERLINE 'X' y nNi o � m a (p� T O VDOT SD A2-2 STD DI-3B (6') STA 13+46.87 RIM 362.71 INV. IN 355.41 °.I' � o w I V. OUT 355.31 0 I II I II I D A2-3 I VDO STD DI-3B (8') STA 14+40.92 RIM 364.59 I V. OUT 357.19 �zzm� �mvmC �om�v I I SDA c � � � � REPLAC EX. MANHOLE o r W/ VDO STD DI-3BB (6') A m m � m STA 10+00 cn RIM 359.02 ,v„ z m D � I . IN 351.83 (A2) ZOAr= CO� z I .IN350.16(H) yn IN 350.16 (EX 30" m o m m INV. OUT 350.06 (30") mz�noG� � a = �°°_o�b I• I. zz�OT mp��D vO�O� �m j3mNx Ox Oin �Dm�� 20j I yo �z 3n�Or ��Om(� �2m Ivm I v �G� m p 0 2 Z nDi� � „AO �� v O O� �Zmrn mn O N � � m SD 2H1 n < O m p � !n VCO STD DI-3C (6') STA 10+71.72 m =GAm RIM358.37 � m p - INV. IN 351.30 v 8" DIP WATERLINE 'X' � SD 2H STA 11+05.5 RIM 358.3 I V. OUT 351.7 N = co =v. N � � 0080000 �I cn cn A A O W p D �V W N aNONaoo m 0 cn AAzt zt\t0 V V -4 OD CO (O t0 O N m m X200000 0>000c� Z O m D D 0 � K��cOnm M w o o O K D (n 00 z o (oommD _ W r Z. O< c) f V � --I r N SD 2G1 VDOT S D FES W/ EC-1 STA 10+00 INV. IN 357.00 �zvmc - m ��o�c v r O y A A��mai mzmD� Z O n r 2 X n = DmOmm N� mZCZn�= No ��zz� GAT SD2G2 �, m _ z z c n STA 10+58.19 o��o� � I RIM361.00 00 O co z cn v INV. IN 357.51 � � oN � _ m I V. OUT 357.41 � D � r �� mc� � o p 2 Z rn 1 �Zmtn o 1 O�Ntn 0 I Om<m m mmo- �x II Z � � m0 om TI I r C OI zn 8" DIP SS'A" = I o � ICI o I V I w I N I N I I 8" DIP WATER INE'X' � I II I II I I� I SD 2G V O STD DI-3C (6') I STA 12+43.77 RIM 365.95 I INV. I OUT 358.97 III I SD AA1 \ VDOT S D FES W/ EC-1 \ STA 10+00 \ INV. IN 351.00 I\ I \ \ \ o 1 \ SD AA2 DOT STD MH-1 I STA 10+70 I RIM 360.00 I I I V. OUT 351.52 I T I o� I I �p o; I m r I Zr o I I v o I I w I I I �� o- O v� I O I yo I pm SD AA3 DOT STD DI-1 +7 . I RIM 355.75 I INV. IN 352.53 I II V. OUT 352.43 II o \\ 1 1 SD AA4 DOT STD MH-1 \ STA 12+48.52 1 RIM 357.05 1 INV. IN 353.15 1 I 1 111 V. OUT 353.05 1 1 1 II II SD AA5 D�T STD DI-1 ST 13+33.58 RIM 357.90 I V. OUT 353.90 II SD 2C2 VDOT TD DI-3C (10') I STA 10+00 RIM 354.00 INV. IN 349.47 I I INV. IN 349.47 I V. T 47 N = W moo. jmrn I n� � _.°D jov r c SD 2 2-1 VDO STD DI (6') z n m STA 10+43.36 RIM 354.30 INV. OUT 350.30 II I I SD 2D DOT STD FES � I W/ EC-1 STA 10+0 � � INV. IN (n�DN=N I m D� A N m N � ;(7 D N Z �� m ZZAv�� UD-O SD2D2 o _ STD DI-3B (6') STA 10+32.77 I I 5 . 8" DIP WATERLINE 'X' , INV. IN 352.87 III I I V. OUT 352.77 oprn _ a'mia � o � i v � SD 2D3 0 0 DO STD DI (8') a � STA 10+68.97 o u+ n RIM 357.11 �.pp0�lli . •s®goo' . - • �OOOi� ' �aoo•4 ppOOl �I I SD A4 CONVERT X. MH TOP TO I VDO STD DI-3C (6') 8" DIP W.L. 'Y' STA 10+00 RIM 359.99 ,I� I INV. IN 352.98 I INV. IN 352.93 EX 24" �I I II INV. OUT 352.88(EX 24 w SD A4-1 DA � � o VDO STD DI-3B (4') m yCU � STA 10+40.02 RIM 360.30 � O INV. IN 353.45 � � � INV. OUT 353.35 o � II I �� r zn yvP I m N � � - y (p T VDO STD DI-3B (6') o O � STA 10+80.60 a � RIM 360.60 "-' R I V. OUT 353.75 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA STORM DRAIN PROFILES N2N II 1 SD2A v � DOT STD FEE y � T 11 W/ EC- v � STA 10+0 � INV. IN 351.5 1 O� w� 8" DIP SS 'A" m m O Amy � vc \ O A \ m m � v � SD 2A2 VDO STD DI-3B (8') STA 10+62.15 RIM 358.14 INV. IN 352.07 - \ INV. IN 352.07 J� \ I V. OUT 351.97 - SD 2A3 1 VDOT STD DI-36 (10') STA 10+96.01 w � � RIM 358.16 N m r I V. OUT 352.32 m N = cn ao v w N m a SD 2B 00 Cei T \ DOT STD FEE O O W/ EC- � � � STA 10+0 ' INV. IN 351.3 SD 2B2 VDO STD DI-3B (8') STA 10+15.34 RIM 355.72 8" DIP WATERLINE 'X' I 1 1 INV. OUT 351.40 cn cn � � O O SD 263 OmmASTA10+47.18 Z n�Wr�'�V.OUT351.75 TDSTDDI-3B(6') RIM 355.72 Zoo Z v � m m �$ r II I SD 2C1 DOT STD FES W/ EC-1 I STA 10+00 I If V. OUT 348.00 I of mI AX v �N �I m� z N v0 tn�D N I Ap om v�m n I D N Z � � v z ? � SD 2C2 VDOT TD DI-3C (10') I STA 10+g1.42 I INV. IN 349.47 INV. IN 349.47 I V. OUT 349.37 ^ 2 w wv� SD2C N m r VDO STD DI-3C (8' nVOi o � STA 11+25.5 RIM 354.0 O1_ m INV. IN 349.8 w r -n O w .2 .D m �o r 2 cJii I� my . A r I (� c� v m SD 2C4 VDO STD DI-3B (6') I STA 12+04.71 RIM 354.40 I I V. OUT 350.40 I SD 2E1 DOT STD FES W/ EC-1 VDO STD DI-3B (6') STA 10+00 INV. IN 352.20 x mv. N � � m ,�, m � '� SD 2E2 v m � VDO STD DI-36 (6') w RIM 360.00 INV. IN 352.75 I I V. OUT 352.65 I o� ,I• �v m 8" DIP W.L.'X' � z mn SD 2E3 ^ x a N m o I STA 10+98.26 m � T I RIM 360.66 �- � O I I V. OUT 353.41 U1 T w� o N I ADD m � N :3 TI � ? N T i v A w r � (D :3 � (A � ((A � -4 OWo Cw0 0 0 0 0 0 0 0 0 0U) 0Q) -I D m O m O ii ii o O o O _ + x + O 0 O o O o O <D <D Z Z o 0 0 0 0 0 0 0 0 0 N N D D z mp mp ZJ O X O = O = O O O o C) 0 CD m m <D <D Z Z O N T� V 0T�T (] N O4O o 0O + O ++ SID COD D D WO 1"I O TI O r m Om O w w w D � rn O O O _ �_ � O CA)O + O rn owo D + o+o O 0+0 O O O Z co ON O O O O O ii + o O N _ O 0 q cyv < _ Z O O O N O T�CA a V O O + O r m + O o 0 0 O 00 O _ N + + O O O N O _ N + + + O O O + O W W W O O� �1 00 O O O W + + N co O O O O O 0 > mOco ii o O x + O �i O W W W 4 + + + < O O O Z O Jo O O + �_ o w w r o m o 0 0 O 00 OCil C> o O O N O en CD o O O 0) � 0 + c N O O O O O 01(y1 O o O STA 12+16.90 O13 N I/nnTqTn Pp. O O (n (l O o O O 0) � co O O O O O O O O O 0) CD O O w w w w cwn rn -4 00 (D o 0 0 0 0 O O O O O L 4r-n Till L cn m m 0 I I SD 2M2 DOT STD MH-1 STA 10+00 RIM 355.2 I INV. IN 346.4 8" PVC SS'B" I INV. IN 344.75 INV. IN 344.7 INV. OUT 343.50 2 w v w SD 2N m � VDO STD DI-3B (8' T STA 10+33.6 � O RIM 355.2 � � INV. IN 347.2�' I im V. OUT 347.1 � XI �C OZ r_ � v c� OD II II SD 2M10 VD T STD DI-2AA I STA 10+00 I RIM 370.86 I INV. IN 359.61 I INV. IN 359.61 I V. OUT 358.51 II I � x I m � , oz m0 O I. . �m III m O = m� r .I .1 mn VDO STD DI-36 (6') I STA 10+g2.23 RIM 369.71 I INV. IN 363.81 I V. OUT 363.71 N � I � N O N N II O I I I I SD 2P2 VDOT STD DI-3B (6') I STA 11+44.15 I RIM 370.38 I I V. OUT 365.38 I SD 2M11 VDOT TD DI-3BB (6') STA 10+00 IV RIM 370.86 I � INV. IN 362.01 I INV. IN 361.26 I V. OUT 360.06 T IA I� � G) x II �� r C zn m VDO STD DI-3C (6') I STA 10+82.46 RIM 369.71 I. INV. IN 364.47 INV. OUT 362.50 8" PVC SS'R" I N � SD 202 N w w a I STA 11+17.90 p T I RIM 370.75 p I INV. IN 365.10 T� INV. OUT 365.00 A I fon v m v O �, Im• pz I (e�' m O INI � A N �D o v N N to m SD 203 DOT STD MH-1 INV. IN 366.70 INV. OUT 366.60 = N II SD 20 mo 0 � T� STA 12+38.9 O I V. OUT 367.0 rnN I A I I oo80000 TT W 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 X200000 0>00oc� Z nr���Zl� (n 0-u>>O � . K��cOnm ZWOOKKD (n co Z o (oommD _ W rZZ� O< �_ N � cn r N SD 2L1 VDOT S D FES W/ EC-1 STA 10+00 INV. IN 358.50 SD 2L DOT STD MH- STA 10+20.1 p .nNi RIM 363.0 N m � INV. IN 359.1 � T INV. OUT 359.0 N m rn c N \ 1 11 I° N = O 1 v w \ w N I N 1 �1 11 1 11 I 1 I SD 2L DOT STD MH- ISTA 11+79.6 RIM 370.0 1 INV. IN 364.E 1 INV. OUT 364.5 • II I. I II I I I II °� • I vm m I I SD 2L4 G) x DOT STD MH-1 v + . v � m � RIM 376.0 r � I INV. IN 372.1 m O I INV. OUT 372.0 I SD 2L STA 13+45.2 RIM 380.0 INV. IN 374.1 N m rn INV. OUT 374.0 A Cep T �o o N N v m m I� s N \ I� N I I� I I SD 2L6 DOT STD MH-1 STA 14+g7.98 RIM 385.00 I I V. OUT 378.36 N I 0 0 I r m 0. INI v' v� of N � NI I I SD 2L7 DOT STD MH-1 STA 15+gg.g6 RIM 382.50 I INV. I OUT 379.30 I I m SD 2K1 VDOT S D FES W/ EC-1 STA 10+00 INV. IN 358.50 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA STORM DRAIN PROFILES SD 2J1 VDOT S D FES W/ EC-1 STA 10+00 I INV. IN 352.30 N = � II I Nmco 22 � T VDO STD DI-3B (4') ... STA 10+39.28 � � RIM 360.00 �_ INV. IN 352.75 INV. OUT 352.65 w ,I 8" DIP WATER INE'X' •I SD 2J3 VDO STD DI-3B (6') N s o RIM 360.25 `w I INV. IN 355.70 � � N m � I INV. IN 353.25 T I I V.OUT353.15 op I co m o � I �I x I A � � I`m I N - VDO STD DI-3B (4') I STA 11+40.88 I RIM 361.50 I INV. IN 356.40 I V. OUT 356.30 II I I I I I 1 \� I �X O� I oZ II o� c� vm I I I m I II I I VDO STD DI-36 (4') I STA 13+01.84 RIM 367.86 INV. IN 361.76 I I I V. OUT 361.66 I II I II I I I SD 2J6 VDOT STD DI-3B (4 I I RIM 371.32 � INV. IN 363.92 I I V. OUT 363.82 • N J O r I m .o c�{ �v s me v � r_ mn •m I, A .o I. I II I SD 2J7 STA 15+17.94 RIM 375.66 INV. IN 365.90 I I V. OUT 365.80 I I I I I I � SHE T MAT HLINE STA. 1 +20 - ADD m � N :3 TI A r (D W W W W W W W W W W W co W w w w w w Cn CA v 00 (O (n O v � al O -4 00 -rh. Cn O -4 00 O O O O O O O O O O O O O O O O O O C/) cf) C/) U) cn cn cn U) m O m O m 0 70 ii ii o� o Cl o o� °� �� x + x + x + x CD O 00 �i O �i O d O d <D <D <D <D Z Z Z Z IV N N N C N ,ZTj O ;U O � O+ O+ vA0 O N O T O 0 W^ OD /W� W T T C.(J 1 o U1 V/ � 1 O I m m o 0 0 m m rn -4 00 D D O O O O D CA p 0+0 m O + + O „ � C) O CO O o m O Z <z o N 00 N O O O Ocq �_ r m Cn0 FP O O + + 00 C) 00 O O Ck Cn -1 00 O O Oco rQ O O O j O � � O �� m0 ii o O O �i O + < m 00 O Z00 O i OO O O NO+ +O mOmCP 0) � 00 C)1 VJ O O O O OC) C) C) + 0U) W W W WnO m O O O O OnO +O O O o O�Z i O+ N <Do NZO N+ NOOfn O �m O0 CD 0 0 o rMmWOm -1 CbO O O W vim WW (�D -� O O O OOn W'W'ww TWTQ V ' 0)+ O O OC) QM nRAQ O + 0<D O m0Z No O+OOO �+ Z + r Om Wn� (n m OO O OO O O OO+ o IT_O O O W W vm O O O m OO+OZ 00Oh � VA) cn � -4 00r O O O O Om0 0 0 Ll- C) DI :!`� C:) SD 2U1VDOT SD FES W/ EC-1STA 10+00INV. IN 352.00OSD 2U2 VDOTTD DI-3B (10')NRIM 360.20TINV. IN 352.68IV. OUT 352.58mWSD 2U3cpoVDOSTD DI-36 (8')w��RIM 358.14...oOINV. IN 353.28��IV. OUT 353.18�ZOo c�L7� m pNaCPmmSD 2U4OVDOT STD DI-3C (8')NTSTA 11+85.01°DRIM 357.61INV. IN 353.768"PVC SS 'T' mcrm0DOT STD DI-1STA 12+21.36 wRIM 357.75 IN 354.13 TINV. IV. OUT 354.03SD 2U6DOT STD MH-1STA 12+83.65RIM 368.00INV. IN 360.10IV. OUT 357.10C p W^TNOSD 2U7DOT STD DI-7RIM 365.75IV. OUT 361.75 SD 2Y1VDOT SD FES W/ EC-1STA 10+00INV. IN 362.50�o�mmxSD 2YvVDOSTD DI-36 (6'm STA 10+49.9RIM 372.8INV. IN 364.4IV. OUT 364.368" DIP WATERINE'R'�IVDOSTDDI-36(6'"'STA m1oO1RIM 10+81.8� 372.8mIIV. OUT 366.36 cn m m 0 oo,0000 TT � FA A O W p D �V W NaNONaoa m n �te V VVODt0 O N m m 0>00oc� Z or���Zln (n0-u>>O � .K��cOnm TWOOKKDcf)00 z� o(oommD _ W rzz�O< c)� cn r SD 2M6 VDOSTD DI-3C (6')STA 10+00RIM35800INV. IN 353.35INV. IN 352.60tOINV. IN 351.25�IV. 'S' OUT 350.508" PVC SS p�cSD 2Z1nDOT STD DI-1m STA 10+31.95 360.75 'm�RIM �V. OUT 354.75 SD 2S13VDOSTD DI-3C (6')STA 10+00RIM 370.61INV. IN 364.56INV. IN 362.66 IV. OUT 362.56 Nmrz�NmSD 2R1�VDOSTD DI-3C (6')m STA 10+32.16 o� INV.IN363.08�_,INV. IN 363.08 IV. OUT 362.98 N.Z1X N�NmOZA�m0v c�o�mSD 2RSTA 10+82.2RIM 370.94 INV. IN 363.90 IV. OUT 363.80Ao�N�TSD 2R3ODOT STD DI-1�STA 11 +05.44RIM 370.IV. OUT 364 SD 2R1VDOSTD DI-3C (6')STA 10+00.00RIM 370.61 INV. IN 363.08 INV. IN 363.08 NIV. OUT 362.98 myap 1 SD 2A2 VDO STD DI-36 (8') STA 10+62.15 I RIM 358.14 I INV. IN 352.07 I INV. IN 352.07 I I I V. OUT 351.97 I II � 0 I II I o I v � I m w �� I Oz � I vo N N ,�;(11 Dp I mm II I SD 2A2-1 STD DI-36 (6') IVDO STA 11+70.16 RIM 361.54 I INV. OUT 355.54 m � SD 2MB VDOT S D DI-3BB (10') I STA 16+89.25 RIM 364.41 INV. IN 355.46 I I I V. OUT 355.36 A N T Ir o I A I I v � o� m Cep v� O z Co�O � I pO r. m �I m � I I I I SD 2M9 VDOT TD DI-3BB (6') RIM 369.48 INV. IN 358.73 I V. OUT 357.63 N x W ,vim o m 0° CiP cpAO A o ? VD T STD DI-3AA STA 18+88.45 RIM 370.86 INV. IN 369.61 INV. IN 359.61 8" DIP WATER INE'R' I � �m iv r SD 2M1 O VDOT ^TD DI-3BB (6' ._. � � T a STA 19+20.2 o RIM 370.8 8" PVC SS'R" I INV. IN 362.0 INV. IN 361.2 I V. OUT 360.0 N � p I' \ 1 0 N N r . m � . � SD 2M12 �, VDOT S D i II I I SD 2M2 �? DOT STD MH-1 I STA 10+00 8" DIP SS'B" I I RIM 355.25 INV. IN 346.43 INV. IN 344.75 I INV. IN 344.75 N x w I V. OUT 343.50 Nm� N (� T SD 2M2-1 VDO STD DI-3C (6') � ao p Wo � STA 10+33.87 INV. IN 347.61 tom,; I I V. OUT 347.51 8" DIP SS'R" AX v _ m c m O SD 2M2-2 N x a z n I �� VDO STD DI-36 (6') � p I I I SD 2M I V OT STD DI-3 10' STA 10+0 RIM 353.8 I INV. IN 347.7 I INV. IN 348.8 I V. OUT 347.6 N = � � p . m N VDOT STD DI- r I w � � O = STA 10+21.4 m � o I RIM 353.7 o <n_ p � INV. OUT 349.7 �" c r II 2M6 ISD VDO STD DI-3C 6' I STA 10+00 I RIM 358.00 INV. IN 353.35 I INV. IN 352.60 1 INV. IN 351.25 I V. OUT 350.50 O x A X I Oin N 2� D p � 1 �ma m� m� I - r T rn O m (7 � I v ^' � m SD 2M6-1 cwoo � V�OT TD DI-3B (12') - m STA 10+56.44 I RIM 358.60 I V. OUT 352.60 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G, H) I, & J) RIVANNA VILLAGE ALBEMARLE COUNTY, VIRGINIA STORM DRAIN PROFILES 1 \ O \ SD 2M1 + ADD A m � n� m N CD. r N� r n W W W W W W W W W W W W W co co co co co Ul 0) v OD W -06 (Jl 0) -1 OD (O W -06 (A O -4 OD (fl O O O O O O O O O O O O O O O O O O 0(A co 0Cn �� �-� m O m O m O 4� O o� M o� O x + x + x + O 0 00 O ii O �i CD O 0 0 > o < <D < Z Z Z N N N G ~� U) T O O + O o+ O TI O -n O r r r m m m D D O 0') �I O O STA 10+74.06 00 O rn p o0 O O O p O 1 i m rn m O OD N O N O O Oefa 4-7 m � O O O Cn A w N < r mOX ��D0 m� N In � n ;1 < ,'0 x 0 -n O O 2� mATF A � m< cn�� r y 3 m m A z 0 K x O zcn �A�� zm m n c= mcn �moo D� 22 N 00 N x mr DAXc vc O O O m Z vrnc- Kv D � 00 many cv p D �� pccW �� z z pm XO�m w v �m c c O CU D m m� 1 r X 0 ; � z � w O p 0 0 O r O m z m D v r o m o�Dm �� v O Oz omm0 0- + + 0o z X� room mW N mA mvmv mD O O O c On o-n G� m mz XmDx zz w v 0� Or0X m z O� n0D� AD m m mm �nrc Kz n ry 0 r 00 zv�mI Tw I m 0 Z mA m p m z c < -5n xWZP oc C+O + a0 � m mZ �mG)x Xm m v �m >�o0 m� O O m2 D 0 mm Dzmx 0� im zinc= cziaf Z 0 z -nU) vxnm ao� O OD n>nz Zm p r G) ar> Ozm mz�mx 3� N �+ W O v m �o v�ivF + + + v co <Dr N O N Z �� tnmmm o� O O O �mvOc cn 02 0 z Om 0� D m m KO mDmD Oz m -u zm pc�Oo cn 2fn m A cn90 r-X�(Dj cn0 m Gz) r-� cpoc�F (n RIM W O W v r O w� 0 m 1 O� m m m m co D m 0) � + = m ZZ mmXA Km O O O O z 0 m z y P D m O O 0Z ��Zw v� m A z m �ZG) j> ff� I o 00 m0co o zX Ul O v 00 O mZ, 0, -n �'� O O O rr O T7 Z *6 bxrp �D co m M m D= m D 0 N p xm g = �m 3mDp om O z > DG ZDr3 mT + + OD O zm z mm r -4z m �� K��0 KZ W W W O O m v� oixmn om O O O m z Z Z 0O p m= z m O uO v - - D = No -0x -0DG)m �� m � TD U)03 o O N 0 ow �z�Z = x + O �n m�01 m < Cn 0 O + x Z U) X �' O rQ + O C) v mT �K00 o 1� p n �r mm<� < < D c� zmmO v m0 G1�Wz O Z D Dm ?�Dr O vA mi- 0 /z coN C ) -n Z (n 0 / cn mD Wiz D Ul L�l m z m r r n A v my omm w O N n w r A + m? oX G) �W W G) W + + vo R' 00 O O O O �� O O O fn � � m m n Ul O v O O O O O FQ O D ,O m IF INV. OUT 368.00 o O 2 + O �i O N < + C+31 Z O O O o+ O r O O O O N O� m + + 0o O O O W W W W W W W O O O O O O O O W � Cal 0') -I 00 (O O O O O O O O m m 0 m 1 I SD 2V1 VDOT S D FES W/ EC-1 STA 10+00 I I I INV. IN 352.00 N x N SD 2V2 N m P. VDOT STD DI-36 (4') iv m o I STA 10+23.26 �(P7 m I RIM 358.57 O I INV. IN 352.35 o � I V. OUT 352.25 I I VDOT TD DI-3C (10') I STA 11+02.14 I . RIM 357.61 I• INV. IN 353.11 I INV. OUT 353.01 I• D I I ,ZOj { � m O m tn3D I �� m z- m O � SD 2V4 ^? z VDOT ST DI-3B (8') STA O � m 12+11.89 INV. IN 355.28 INV. OUT 355.18 \ 8" DIP WATER INE' \ SD 2V5 < p � VDOT STD I-3B (10') STA `" m a 1 12+43.73 a � T RIM 359.73 p I INV. IN 355.73 � �I °J I o I I I v I vm I o� � Z G) I to � G) I �m m II II I I SD 2V6 VDO STD DI-3B 8' STA 13+52.34 RIM 365.67 I SD 2V5 \ VDOT STD DI-3B (10') � STA 10+00 1 RIM 359.73 � INV. IN 355.73 8" PVC SS'T" 1 INV. IN 355.73 1 INV. OUT 355.63 N x N SD 2V5-1 VDOT STD DI-1 < v m � \ STA 10+25.17 � (� T RIM 359.75 o � I V. OUT 356.00 I II I SD 2T1 I VDOT S D FES W/ EC-1 STA 10+00 INV. IN 353.00 o� Nx�l v N�cn m VDO STD DI-3B (6') � c � � n � � � STA 10+25.40 iz I RIM 359.75 a � I V. OUT 353.75 oo,0000 TT cn F A A O W p D �V W N aN6Naoa m 0 � AAz-\t0 V V V OD888oN `� D m m X200000 0>000c� Z or���Ztn (n 0-u>>O � K�mmOnm z W O O O K D AcoomKz 0KoommD = W rzz� �_ N m --I r N MATC LI E STA. 16+ 0 I I I I I I I SD 2S10 VDO STD DI-3B (8') I STA 17+43.52 I RIM 364.50 I I INV. IN 357.70 .I •I P I SD 2S11 VDOT TD DI-3BB (6') STA 18+93.17 RIM 369.58 INV. IN 360.13 I V. OUT 360.03 8" PVC SS'R" I N = � � v SD 2S12 � ^' m v� � T DOT STD MH-1 STA 19+39.99 �' RIM 370.77 o � INV. IN 361.52 - INV. OUT 361.42 xW �v. I vm Nmc°oi, y�y X zm�r vmcm OZ w(7P m m0 .N.. (DT C � � mmm� vm o v � � A m SD 2S13 VDO STD DI-3C (6') z n � = D I � yv�m RIM � T m Om I INV. IN 365.85 o z z � I INV. IN 362.66 � cn o O Z I V. OUT 362.56 k A zz�A z C O� 0 O< w w z�{ � mNxcn I m rc 3 Dorm mn O � mom m cow O<mfn my I cn��z m�mv I o I I I f I I ONOO OmzO z•,Oz Atom -z myA zmw �Xmp 3ycnG) o�'A� C �lmO� �mOv� 8" DIP WATER INE'U' W'" O z - r0 z m \ O cn A = Oo D '� C p� cw r w A \ G) � \ D 8" PVC SS 'T" \ crn x \ z SD 2S14 VDOT TD DI-3B (10') STA 22+09.13 RIM 376.80 INV. IN 369.90 � \\ 8" DIP WATERLINE 'R' x w SD 2S15 V v. VDO STD DI-36 4' STA 22+46.94 m� � T I RIM 378.07 w O 1 INV. IN 371.17 �`' � I I V. OUT 371.07 o _ I I II I ' I II I \ SD 2S16 VDOT STD DI-3B (10') \ TA 23+13.2 RIM 382.16 \ INV. OUT 375.66 I I m I I ISD 2S1 VDOT S D FES W/ EC-1 I STA 10+00 INV. IN 341.50 y A ICJ I o I I II � m I I0 I SD 2S2 DOT STD MH-1 RIM 351.00 � INV. IN 342.35 INV. OUT 342.25 of „I O m I OD 8" PVC SS'B" I N I SD 2S3 VDOT STD DI-3BB (6') • STA 11+55.41 RIM 357.47 I INV. IN 343.25 I V. OUT 343.15 8" DIP WATERLINE 'W •I � N x A SD 2S4 VDOT STD DI-3BB (6') a m � N m � W/ DOT STD. SL-1 w m . I STA 11+g2.81 O RIM 357.16 N N INV. IN 343.77 a I 1 . I INV. OUT 343.67 w IA T. 1 of1 I A X v' O Z m� IT! vo _ n� w� `�°� 1 1 m N I � I N wl I A I II I SD 2S5 VDOT TD DI-3BB (6') STA 12+g6.41 RIM 355.18 r . I INV. IN 345.31 I I I I V. OUT 345.21 x. ml � 8" PVC SS'R" o I �� N I N I °, I SD 2S6 VDO STD DI-3C (6') STA 13+67.72 RIM 353.91 INV. OUT 346.51 N = fwD I V� V mA � m O SD 2S7 VDO STD DI-3B (6') � - STA 14+07.46 RIM 354.18 I INV. OUT 347.33 w' v A I r T O, m II I II I I I I II SD 2S8 VDO STD DI-3B (6') STA 15+11.20 INV. IN 350.13 I I I INV. OUT 350.03 I ,, I o I I I x v v rn N 8" PVC SS'S' N I II VDO STD DI-3B (8') STA 16+42.64 ' I RIM 361.29 MATC I N E S A. 16+ 0 1 I I INV. IN 353.56 V. OUT 353.46 FINAL SITE PLAN FOR PHASE 2 (BLOCKS F, G) H, I, & J) RIVANNA VILLAGE =CD cn D ALBEMARLE COUNTY, VIRGINIA STORM DRAIN PROFILES oad co��o D 'dry Z o G) _ D r �w„ -n o ycI+FER d\ \1� ADD m � N :3 TI N W i v A on r (D :3 N o_ 0 0 QO W p m m z D 2 v mA N A SA p ao+ 0 b>> oN8 ww�y 98 ggi�yZi u A OZ f 0< OyN rN< 0�; AN 0�my2y A m %0 oz mo� pia m mz m momgao Agnxip =N a0i 10 n $ <00 z mD oNm �?a p 0 MR ova o my2 0o mpn N� y �r2^ 7 ZZ Oy SOD m c V'mN o AymfgN tzim imaV rn Rcmi0,y 0 �O Om m yrn m oo moo 00 Dy�xA mo aye ui o P!^F�Am a +off A 2E -0 Am m mo'mmPo § + opm x jum< � /O� l J Z 0� Nmc ON C) m �� x�g 9-No -,m?`n C2 m Ao Z mo rc A 1 x m� ZA m m m m'^ mz +xip '^ m0 �a�oo (n �m mm Romrz mDy28-m>m> 0o00N y mm rmo C gy ;g Z N g 0r a O Z -n �s O Y' N O 0 H m _ Z 0 •' r m • N � m m 0 W O N mg mo y ZD mo z D r m O II o� O IE + O oD Z n n O O 4�:-- TI O f- m O 00 N O + O N O O N m 0 0 Z q J G7 n 1 O z Y1 6n O O O I I I SD CC1 VDOT S D FES W/ EC-1 oII STA 10+00 INV. IN 351.75 I ml w I II m I I I I I 0 SD CC2 DOT STD DI-1 STA 10+65.81 I RIM 354.75 I INV. IN 352.51 I I I I I � xX 00 I v x I 0z 0 G) II o �m o I m � I w I II I I I I 0 �v m m I r� I m� SD CC3 VDOT STID DI 1 STA 11+97.9 RIM 355.7 INV. I OUT 353.50 Cn CA -1 O O O I I I I I I I I I I ICI _I m I I �D N umz �b �m m m m o O 11 < D C wmzr cn U) Z A G) W W W w 0>0 r 0 C)O O C)D^ N o_ fl v W A 0 m z D X v D r m N 0 11 0 < 0 0 C m r m A x L O x n � C ++ C C) `@ r N Z o+ = O r z U) D W (P rn � 00 O O O O O 0 �mm O u < y v w IT Z uNiDZD C) C) C)oz�2W O oD0 D r oaoox r0 o cn xmr o -v C) o > m U) Om � ? 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