I-64 Exit 91 Display Board 1 of 2
Transcription
I-64 Exit 91 Display Board 1 of 2
Citizen Information Meeting Virginia Department of Transportation I-64 Exit 91 Interchange and Bridge Improvements at Rte. 285 April 4, 2013 135 5 4 . 2 3 + 5 3 PT 1 EN HK ET N H E. ET N EN K DB702 PG34 L P C L L P, RSHI RTNE PA 6 K 7 E 0 2 1 0 RE 0 C 9 9 9 #1 SE . t O s . O n I C G 32 A 1 L P 136 2. A 1 1 E 5 6 6 #0 x Ta 136 10 L P 0 01 11 L P Augusta County 26 0 0 . 0 0 + 0 PC 1 10 DB1 326 PG41 3 PB1PG3286 DB569 PG1 30 Ease.Va.Power DB498 PG1 89 DB533 PG300 137 1 6 2. 4 + T 26 PO 0 0 . 0 0 + 0 PC 1 137 D B7 7 2 P G2 04 26.772 AC. Tax# 66 -50N Ease.August a Count y Servi ce Aut hori t y I nst .# 05001 361 7 I nst .# 080001 441 DB8 2 8 PG 2 6 9 Pl a tDB7 2 7 PG 335 1 . 8 2 7A C . Ta x #6 6 D -( 2 ) -6 EA SE. A U G U STA C O U N TY SERV I C E A U THO RI TY DB5 7 6 PG 32 5 TRUSTEES OF THE I NTERNATI ONAL CHURCH OF THE FOUR SQUARE GOSPEL G ERA L D D. DHA Y ER DEBO RA H J . DHA Y ER 138 ,PG 083 B.1 D. AC. 956 39. 98C 067 Tax# Project Location LTH HEA STA NC. AUGU RE,I .496 CA Plat DB664 PG251 2. 009 AC. Tax# 66D - (2) - 7 Y T RI HO T U E A C I ERV YS T N U O AC T S U G U A E. S EA DB576 PG325 L P 138 11 1 2 S & H EN TERPRI SES, L . C . DB1 2 6 7 PG 32 3 Pl a tDB9 6 7 PG 1 2 4 3. 4 9 3 A C . Ta x #6 6 D -( 2 ) -5 A Ea s e . A u g u s t aC o . Se r v i c eA u t h o r i t y DB5 7 6 PG 32 5 25 139 139 North Arrow & Scale 2 1 1 3 L P 24 140 140 3 1 PT N 1 4 + 03. 02 1 4 AC. 926 0 2. 6 11 066E Tax# ,LLC EWAY J GAT 0002428 06 J& # 20 23 141 L P AUGUSTA HEALTH . nst I 8 1 . 0 0 + 1 4 PT 1 141 4 1 CARE, INC. 1 5 L P 22 + 04 . 33 22 142 5 1 nst I JAMES RI VER EQUI PMENT,I NC. 1 6 6PT 1 THE 37 . 06 6+ 1 1 01 143 08 B.1 D. AC. 956 39. 98C 067 Tax# 5 01 083 AC. B.1 D. 956 98C 39. 67 #0 Tax Z A UST AUG 11 09 25. 0+ PC 1 T O P T T P 67 60 . 53 4+ 16 T P 62 1 61 1 60 1 L P 59 1 58 1 57 1 56 1 55 1 54 1 Y L N O 4 1 L P 1 57 01 LL 3 75 C AC 06 H 6 . -( 5) -8 1 5 4 1 L P x# Ta 7 1 ES GREGORY HUMPHRI ES ZABETH HUMPHRI NANCY ELI 6 1 TINKLING SPRINGS L P PRESBYTERIAN CHURCH 7 1 L P Z 9 1 DB952 PG1 7 .# 07000461 nst I 9.74 AC. Tax# 67 -94 8 1 op. c Cori ect El 1 7 L P L P L P L P AL ON GI E RE RC A E ST OMM U G C 78 AU F 063 O 00 . R 5 C 6 TE ER # 0 8 A 5)EA MB Inst. .59 -( 0 H GR HA 75 C 49 . 01 5+ 1 E 5 1 PC 73 5. 5+2 1 1 6 ey l Ease.Shenandoah Val 75 68 6. 5+6 1 157 158 x# Ta PT 157 158 N MA FF1 HO 56 K.0000 . 6 5 D L # 0 AC 5). 04 -( NAnst 2. H DO I 2 0 0 1 4 4 2 2 4 . 2 3 A C . Ta x #6 6 D -( 2 ) -1 Se we rEa s e . I n s t . #0 30 0 0 9 5 31 I n s t . #0 30 0 0 9 5 32 I n s t . #0 2 0 0 1 5 1 2 9 L P 5 1 x# PI N K STO N DU N G A N , L L C I n s t . #0 T PO ST AS I HA ns t. B # 04 RA Ta 1 0 . 6 1 L P H E 02 N D 4 E OR RS ON T ax WI N # L S 0. 67 O AN 95 N C 2 9 L Y 159 159 2 1 . t -( 55 ns 2. I H 75 x# Ta AC 0A . G A RL A N D E. K I N G SU SA N B. K I N G D 1 8 C LL1 , 6 RT 044 MA 500 C. -1 1 0 A 0) EZ # C B9 6 8 PG 37 0 2 . 7 32 A C . Ta x #6 7 -9 3 9 1 8 1 3 3 . 42 8+ 1 OT P L P N MA FF1 HO 56 K.0000 7 . LD # 051AC 5). NAnst -( 53 . 1 DO I 5H x# Ta Augusta County, Virginia 7 160 1 9 160 Tinkling Spring Road (Rte. 285) 20 LC ,L P U O R G State Project Number 0064-007-111, PE101, RW201, C501, B627 Goose Creek Road (Rte. 636) Goose Creek Road (Rte. 640) T N 0 E 3 0 M 13 T 00 . -1 S 0 C ) E 05 A (10 V .# 60 IN st .2 H E G ID R In 1 5 7 # ax T Y IV 20 161 L P 161 N 9 9 . 27 + 21 S YE HA PC 21 20 + 25 . 87 PC Federal Project Number NH-064-2(152) LC ,L TS EN 1 TM0672 S E 00 NV# 03 AC. )-9 I 21 162 0 1 . 88 t -( 1 . ns 1 I H 75 x# Ta 162 22 S H I E T LD C H HO S R M I S AS EN T T O I E I ns PH .S R E as t. H P # ER e. I E RI P 0 A 5 LD SE B ug Ta 0 T 1 1 x 0 us # .2 P S 0 .S S ta 7 02 G6 5 2 I 2 5 H ,S ,L ns H C 0 68 I A 1 o t. E R. C # un - C. LD ty (1 P 0 1 ) 5 B S S 0 1 EXISTING PAVEMENT e 2 0 P 0 rvi 0 G 5 6 2 ce 2 1 0 68 A ut ho ri ty EXISTING PAVEMENT 22 163 e lin er at ’W 10 Z 2.5’ 2.5’ 163 23 5’ 8’ 8’ 25’ 28’ 25’ 10’ 5’ 8’ 8’ VARIES 2.5’ e. as E Imagery Courtesy of the Commonwealth of Virginia, copyright 2011. 2 3 LC S, SE RI DS DS RP I EL EL TE SH SHI . T. EN I DS AS ER EL OM H I TH TOP SH S RI CH 164 4 2 63 1 L P E # 66 Tax 53 1 0 1 1 3 1 2 . 5 +1 11 3 1 T R US T E E P 01 S R 3 E O S B F YT T E I D N B K 63 RI 2 AN L I 5 N T P ax . 5 G5 C G # 0 67 AC 03 HU SP R R - . CH I 98 N B GS 01 4 I N I ns V t .# ES 1 01 TM 7 . Va Ta 1 8 00 E .P x# 98 00 N ow 67 A 60 TS C 7 Va DB er ,L - . 83 5 1 CF .P 5 LC ow 01P 0’ W E e G D Te r 8 60 ase l B 8 e 5 . 1 1 3 pho ’E 9 ne as P e. G8 E a 84 se . 4 1 87 . 26 5+ 1 64 1 Z Z 52 1 1 46 31 27. 2+ PT 1 51 1 1 49 1 48 1 45 PC 1 46+ 93. 1 8 1 47 S NG RI SP NG RCH LI U NK CH TI AN503 OF RI E PG ES YT 32 AC. B TE SB DB6 .50 -98 5 67 US RE P # TR ax 3 01 1 2 L. 5 P +4 11 30 8. 1 4+ 1 156 Comments may also be sent to: wayne.nolde@VDOT.Virginia.gov These plans are unfinished and unapproved and are not to be used for any type of construction or the acquisition of right of way. Additional easements for utility relocations may be required beyond the proposed right-of-way shown on these plans. 08 DB1 500 1PG1 C. PB 3 A 6.3 98D . 7 ase #6 ’E Tax r 85 e 2 w Po G38 Va. 6 P 1 G53 DB52 . 3 P ase 53 E B ’ D 50 1 er 5 Pow G27 3 Va. 0 P -62 DB50 20 PG6 00 5 B D 1 01 ON ATI POR COR TAL 496 I P S G HO 3 P 1 44 L P -( S NG RI 6 01 SP NG RCH LI U NK CH I T N A 3 OF RI 44 E ES YT 1PG G49 ) ) TE SB DB 87 Peage art P r ( US RE DB Ac P o -92 TR N ( x# Ta T P UPC 75877 L P Z 1 .# 1 AC. nst I 2 62 2.1 6)-( TH EAL A H UST NC. AUG ARE,I 3698 C 2000 009 1 42 L P 1 4 W I LS ON 156 5 1 I-64 Exit 91 Interchange and Bridge Improvements at Rte. 285 00 . 00 0+ 1 1 1 PT 1 3+ 33. 30 1 41 155 C. L. S, SE I 6 PR71 R 6 TE 000 . 4 EN# 03 AC 5)- 7 . t 67 DS I . ns 1 H EL 75 I x# SH Ta x# Ta Z 5 1 E L P 00 . 00 0+ 1 2 1 0 5 . 5 B 8 7 -9 #6 x Ta S NG RI 0 01 SP NG RCH LI U NK CH I T AN1 93 OF RI PG E ) ES YT 73 C. Part TE SB DB5 .5 A 2 ( 1 US RE -9 P TR 67 PT 06 1 PC L P 1 40 PT 64 50 1 1 34 1 43 27 . 33 5+ 1 5 1 86 5. 4+3 1 09 1 08 1 07 1 22 6. 1 05+ PCC 1 30 . 99 3+ 1 05 1 C PR 04 1 2 1 T PO 155 001 Staunton District Southern Area Construction Engineer Virginia Department of Transportation 811 Commerce Road Staunton, VA 24401 C R P INTERSTATE L P 3 1 s n I . C 9A 8 9 . 9 -26 2) D -( 6 #6 x Ta 3 01 S NG I SPR NG I NKL I H C F T O HUR N C ES A E I T S 3 TER TRU SBY 32 PG50 E R P . DB6 C A 63 . 73 + 1 1 . RD K EE CR 0 E 64 OS E. GO RT GH AU H OB UG UL OBA 8 PA O 1 21 H. Y J 07 40 . TTt C #0 6 s. 89 A )-2 BE I n 9 0 1 6 TRU STEES O F TI N K L I N G SPRI PRESBY N G S TERI A NC HU RC H DB1 P G 4 4 3 DB8 7 PG 4 9 ( N oA c r e a g e ) Ta x #6 7 -9 2( Pa r t ) 4 1 RS VE EA PG 1 9 3 1 . 5A C . Ta x #6 7 -9 2( Pa r t ) L P 1 0+ 00 . 00 T PO L P 5 1 1 0 1 1 1 1 154 8 9 8 . 1 7 1 3 7 -8 #6 . x e s Ta ’Ea 0 5 r1 we Po . 8 a 0 V 6 PG 1 0 . e s DB5 ’Ea 5 r8 . e we s Po . a eEa V n o h p e l Te 4 8 8 G FW C 39 P 1 DB1 TRU STEES O F TI N K L I N G SPRI PRESBY N G S TERI A NC HU RC H DB5 7 3 TRU STEES O F TI N K L I N G SPRI PRESBY N G S TERI A NC HU RC H DB1 P G 4 4 3 DB8 7 PG 4 9 ( N oA c r e a g e ) Ta x #6 7 -9 2( Pa r t ) . NC ,I ER NT CE E 1 UB 91 3 L 0 9 1 7 s a #6 ’E x 50 Ta r1 08 we 6 . e Po PG s . 1 Ea Va 50 . e 5’ DB s r8 eEa e w n o Po h 4 . p e l Va 88 Te PG W 39 1 CF B1 D 1 1 0 1 0 O N L YO N L Y 001 77 85. 2+ PC 1 1 36 1 37 1 38 1 39 6 1 1 1 1 P 1 0 OT 84 . 66 + 1 1 PT 4 01 01 6 2 9. -( 6D #6 x Ta H G U BA LO U H PA G U H. BA OO YJ 8 21 7 1 0 0 BETTt 4 #0 . 2 1 L P O N L Y 1 35 PT 1 0+ 94. 40 Y L N YO L N O 1 33 1 27 1 28 1 29 1 30 1 31 1 32 8 1 1 1 26 O N L YO N L Y 1 2 5 1 24 23 1 22 1 21 1 20 1 Y L N O 9 1 1 C PC 4 1 1 1 0+ 7 3. 7 6 3 1 1 PO T 0 1 1 1 1 154 4 01 C L L , TS EN TM 7 ES 00060 NV 01 0 I C. A N # . t 8 s SO I 3 n 89 L . 1 -8 . 7 e WI C L L TS, MEN EST 607 NV I 0 0 PU RC EL LJ . DA U G HTRY DO RO THY M. DA U G HTRY DB4 2 7P 3 1 9 t2 o L N 0 0 1 SO L #0 . t . WI s C n I A G 1 1 0 DB1 2 0 2 PG 2 7 1 5 . 5 9 6A C . Ta x #6 6 D -( 2 ) -2 3 6 2. 9 2+ 1 PC Wayne F. Nolde, PE, CCM TH EAL A H C. N UST I AUG CARE, G.496 ,P 5 01 7 01 6 79 8. +8 1 1 L P L P 00 2 M C D O N A L In D s S t. ’ 1 x# Ta # T a Ta 1. 0 C O x 6 3 # x# 2 0 6 0 RP 6 0 6 66 D D AC 53 O . 19 R A (2 (2) T ) IO - 5 2 N 7 B D 66 - C LL Y, RT BE 9 LI 7 09 E LL 6000 457 I V 0 S -6 # ER Inst. G6453 C. 7 SH 1P 26 A )-2 FI 4 ( PB .9 Z 1 1 2 1 1 RTE. 285 1 2 OT P 0 1 PC 1 0 + 4 4 . 7 9 1 3 Contact Information PT 1 3+ 53. 64 L P 0 0 . 0 0 + 0 1 7 1 1 T PO 0 1 PO T 1 0 + 0 0 . 0 0 10 TI NKL I NG SPRI NG RD. G 1 1 0 DB1 2 0 2 PG 2 7 1 5 . 5 9 6A C . Ta x #6 6 D -( 2 ) -2 0 t3 o L 00 . 00 0+ 1 00 . 00 0+ 1 2 1 56 . 1 0+6 1 1 I n s t . #1 2 0 0 0 36 9 8 2 . 1 6 2A C . Ta x #6 6 E -( 6 ) -2 -1 4 1 2 1 164 1 ( x# 69 . Ta 2. 7N . 6 AC ase x# 52 ’E 9 Ta . 50 86 2 1 . r 2 e we PG Eas o 6 ’ .P 0 a 5 5 V 8 3 r DB 51 e nt we PG e m o e 5 r .P Ag 931 . Va B52 r e 7 D 1 e at 001 Eas mw 04 ne r o o 4 .# e St st ph 88 l G n Te I P W 39 1 CF DB1 OT P 0 1 Y L N YO L N O Proposed Limits of Construction - Fill 003 & 050 1 () .# N - C. RE st n TI I 67 6 A )30 1 1 8 9 36 0 0 20 #1 . t s n I . C 2A 6 1 -1 2. )-2 6 ( E 6 #6 x Ta A U G U STA HEA L TH C A RE, I N C . PU RC EL LJ . DA U G HTRY DO RO THY M. DA U G HTRY DB4 2 7P 3 1 RS VE EA 1 1 13 1 1 009 TH L A A HE UST . UG A NC I RE, A C 0 0 9 PO T 1 0 + 0 0 . 0 0 10 153 PB1 . C 4A 0 5 A 3. 1 8 7. #6 e x s Ta ’Ea 5 r8 we Po 3 . 1 a V PG 28 5 B D 3 1 5 PG . 25 e s a DB5 E ’ 0 5 r1 we Po 8 . 0 a 6 V PG 1 0 DB5 PB1 . C A 33 . 6 D 8 7 -9 . #6 e x s Ta ’Ea 5 r8 we Po 2 . a 38 V G P 26 DB5 31 5 PG 3 3 . e s DB5 ’Ea 0 5 1 r e w Po 5 . a 27 V G 0P 0 23 DB5 -6 20 6 G 0P 0 DB5 Z 2 1 153 1 01 8 0 1 . B. C D. 6A 5 9 . C 39 8 79 6 #0 x Ta 0 0 8 I n s t . #0 6 0 0 0 30 30 1 . 0 5 9A C . PB1 PG 38 5 9 38 6 0 Ta x #6 6 E -( 6 ) -2 -2 8 0 0 0 32 5 5 PB1 PG 38 5 9 38 6 0 2 . 0 1 7A C . Ta x #6 6 E -( 6 ) -2 -3 2 1 . # AC -3 . t s 9 n I 01 5) 2. -( 5H #7 x Ta 00 . 25 0+ 1 67 . 05 2+ 1 5 -8 . 3. e s 7 Ea #6 x 5’ Ta r8 3 1 we o PG .P 8 3 Va 52 51 . e PG DB s a 5 E ’ 52 50 DB r1 8 we 60 o PG .P 1 Va 50 DB J O SA , L . L . C . C PE PRO PERTI ES, L . L . C . I n s t . #0 1 1 003 P. . L 3 39 M 7 PT 04000 C PR C P 2 1 P. . L 3 39 M 7 PT 04000 . # AC -3 . t s 9 n I 01 5) 2. -( 5H 7 # x Ta 00 . 00 0+ 1 Y L N YO L N O C L L , C L A 34 26 1 0 0 7 #0 . t s 2 n I 5 4 6 8 4 4 6 PG PB1 . C 9A 6 4 . 1 -30 ) 5 ( D 6 #6 x Ta 0 32 5 5 PB1 PG 38 5 9 38 6 0 2 . 0 1 7A C . Ta x #6 6 E -( 6 ) -2 -3 3 1 . RD NG RI P S NG I NKL 608 TI E. RT PC 1 1 + 47. 79 0 0 . 0 0 + 0 T 1 PO C PE PRO PERTI ES, L . L . C . I n s t . #0 8 0 0 PC 0 N t # 61 s. 1 SO I PG n L C. WI PB 04 A 1 A C L L TS, MEN EST2265 NV 1 0 N I 20 SO #0 L . t 8 s WI 0 1 n I 6 PG 0 0 7 1 0 152 0 1 TH L EA AH . UST , NC UG A RE I 6 9 A 4 . C PG 3, 0 1 007 1 1 89 7. 6+3 1 1 ) 2 1 4 . 1 -( D 6 #6 x Ta N O TI RA RPO O LC TA 6 SPI 9 O 4 G A H B1 3 P 8 UST D 0 0 0 UG 5 A 1 PG 5 01 . NC ,I ER NT CE BE 1 31 U L 009 29 Y L N O PO T1 0 + 0 0 . 0 0 2 01 TK M I I , L . L . C . I n s t . #0 7 0 0 1 1 4 33 PB1 PG 38 5 9 38 6 0 1 . 7 6 9A C . Ta x #6 6 E -( 6 ) -2 -4 Ea s e . A u g u s t aC o . Se r v i c eA u t h o r i t y I n s t . #0 0 0 0 0 2 2 2 5 Ea s e . C& P T e l e p h o n eC o . DB8 0 7 PG 8 7 Ea s e . V DO T DB5 2 8 PG 1 7 5 152 P 0 0 . 0 0 + 0 T 1 PO 006 11 PO T 24 + 8 1 . 4 0 2 01 C L ,L TS EN TM 5 ES 226 NV 02001 8 I 3 1 1 1 151 PC 0 E 1 05 L L 00 I 57 SV #060 4 6 . t ER I s 53 n 4 6 SH . PG FI AC -29 B1 4 Y L N YO L N O 151 1 7 . 7 6 + 0 1 PC C L L , Y RT BE I L 005 Y L N O 0 0 1 1 7 9 0 2 . 5 34 A C . Ta x #6 6 D -( 2 ) -2 A 24 O N L YO N L Y 0 0 . 0 0 + 0 T 1 PO 0 1 C. 2 1 0 0 . 0 5 + 1 T 1 PO HI O F WA Y N ESBO RO , L L C I n s t . #0 0 00 . 00 0+ 1 T PO 0 1 PO T 24 + 7 5. 05 G x# 85 1 3 r Ta e PG 3 w o . 51 e 28 .P PG Eas Va DB5 5 ’ 52 50 8 1 r DB e 60 w PG o .P 501 a V DB 4 1 005 6 #6 -( 2) x Ta D 6 #6 x Ta C L ,L Y RT BE I L E 00979 L L 0 I 57 SV #060 64 R . 3 t E I 5 s n 64 . SH AC PG 27 FI 0 0 1 1 7 9 0 2 . 5 34 A C . Ta x #6 6 D -( 2 ) -2 A Ea s e . V DO T DB5 2 1 PG 1 4 8 Ea s eV a . Po we r DB5 35 PG 1 7 3 DB1 2 1 2 PG 7 7 Ea s e . A u g u s t aC o . Se r v i c eA u t h o r i t y DB5 7 2 PG 4 8 2 PO T 1 1 + 5 0 . 0 0 PT 1 24+ 74. 34 Proposed Permanent Utility Easement F . 1 6E # 06 Tax T PO 1 4 150 ON I AT OR RP 9 CO 531 # . P t A 1 A ON I ns B1 4 . P LS -8 se 50 WI 3. 67 ’Ea HI O F WA Y N ESBO RO , L L C I n s t . #0 0 24 ( 1 B D 7 6 -2 #6 2) x -( Ta D 6 #6 x Ta 002 LC ,L TS EN TM 265 2 ES001 V 8 N 02 61 0 I 3 1 1 4 N O TI RA O RP O C 9 1 S 53 0 0 D’ L 30 NA . #0 C O . A t D s n I 5 26 MC 6 2) . 2 01 1 5 150 002 S 000 D’ L 3 . NA st #0 AC 5 . DO I n 26 2) 6 ( . MC B 1 D 27 Proposed Limits of Construction - Cut 1 6 23 3 3 0 2)3. -( D 6 #6 x Ta 1 7 PT s n I 1 8 6 8 EM HE 02000 RA t . # C . A I n s t . #0 1 0 0 0 4 7 8 9 1 . 4 8 7A C . Ta x #6 6 D -( 2 ) -2 B Ea s e . V a . Po we r DB1 2 1 2 PG 7 6 3 6 . 5 8 22+ 1 9 G C S, L L C NI RA SU 06 5 6 5. 0 2+ 1 PC 1 6 PB 1 4) 92 -( . 6D #6 x Ta POT 1 9+ 32. 33 149 004 Z Signal E TH O N L YO N L Y 5 1 149 23 C LC E,L TAT 2 ES 52 EAL 050004 20 K R PB Inst.# 114 AC. 17 L P P T N A T R SC AL I O B OT O E 22 C L ,L Y RT BE9 I L 97 Proposed Temp. Construction Easement L P Z A In R T R s t T O-L M P B .# A 1 0 G AV N P T 7 ax 0 G 0 . R IN DO 0 # .7 70 A 1 H 6 88 28 10 E 6 - 63 D T A 70 5 T - C. 3 3 (4 ) 2 6 C 0 D 66 Stormwater Management Basin NE STO NC. KEY CA,I 7 RI 063 AME 96 6 0. 6E # 06 Tax L P 148 22 x# Ta Proposed Shared Use Path 0 0 5 0 0 0 4 5 2 2 1 . 1 1 4A C . Ta x #0 6 6 E 61 7 L P 148 L P PBK REA LESTA TE, L L C I n s t . #2 L P 1 5 14 +9 6 . 2 2 21 E 000 L L I 0 57 64 SV .# 06 3t ER I s 45 C. n 8 G6 A SH -2 1P 29 FI 4) 9 ( PB . Proposed Concrete Median 6001 200 AC. .# nst I 000 7 3. 7 9 # 06 Tax TY EAL N R 972 NTO 80002 RE 00 WAR Inst.# 2 3 AC. 18 L P 1, LL C E as se 6 8 21 e. D D . A 6 B A C D 6 Va u B g 2 . -(2 . u P st 52 0 ) P ow 2 a D G er 4 B C 5 o. PG 60 7 5 2 S 6 er 35 P v G 3 ice 2 5 A u th or it y 02 2 18 6 F IS In HE st . R # S P 0 V T ax 5 B1 40 I L . # 2 PG 00 LE E a 0 6 2 1 M G EX PO RD RT . E. 93 5 Z 0 1 B T 02 1 6 B T L P L P 147 21 6 1 1 T a N x # EW 6 1. 9 6D YO 2 ,L 2 ( A 2) L C C . 25 . 147 . RD K EE CR E 6 OS 63 GO E. RT Z 004 L P 8 01 02 T a N 3 x E # W 6 66 Y . 3 O 4 D , 3 (2 L A ) LC C . 24 . 1 7 20 I nst .# 020008 606 3.03 AC. Tax# 66D -( 2)-3 Proposed Permanent Slope Easement Proposed Grass Median 146 RAHEEM SURANI Proposed Shoulders 64 20 7 1 1 8 INTERSTATE 146 t G s . n I 1P AC -25 PB 97 4) 5 -( 2. D 66 x# Ta Proposed Permanent Drainage Easement L P NC. ,I CO. 79 . 65 7+ 1 145 9 01 0 0 1 1 7 9 0 2 . 5 34 A C . Ta x #6 6 D -( 2 ) -2 A Ea s e . V DO T DB5 2 1 PG 1 4 8 Ea s eV a . Po we r DB5 35 PG 1 7 3 DB1 2 1 2 PG 7 7 Ea s e . A u g u s t aC o . Se r v i c eA u t h o r i t y DB5 7 2 PG 4 8 2 9 1 C L ,L RT 950 MA 0009 EZ .#07 7029 TH HEAL STA NC. AUGU RE,I CA 3,PG.496 .# 20 nst AC. I 000 3. 97 067 Tax# 8 1 145 8 1 PC Proposed Bridge E STON KEY NC. CA,I RI AME 060010637 9 01 1 9 HI O F WA Y N ESBO RO , L L C I n s t . #0 0 1 9 Proposed Right of Way Line G AC C DB 1P . PB 956 -98 se . Ea 39 67 ’ x# 85 82 r Ta 3 we PG 31 o . P 5 6 e . PG Eas Va B52 3 ’ D 53 50 75 1 r DB e 2 23 w PG -6 o .P 00 20 a 5 V 6 DB PG 0 50 DB L P 20 C I nst .# 0400001 86 PB1PG1 21 6 5.228 AC. Tax# 66D -( 2)-4 MG FI SHERSVI LLE 1 ,LLC Ease.Va.Power DB620 PG605 DB522 PG235 Ease.August a Co.Servi ce Aut hori t y DB576 PG325 Existing Right of Way A ST GU AU ON I AT OR RP CO L 96 A T G4 I SP83 P 00 5 0 1 . HO 1 9 1 21 144 1 8 L P 20 DB569 PG1 30 Ease.Va.Power DB498 PG1 89 DB533 PG300 7 1 144 DB772 PG204 26.772 AC. T a x # 66 5 0N Ease.August a Count y Servi ce Aut hori t y I nst .# 05001 361 7 I nst .# 080001 441 DB1 326 PG41 3 PB1PG3286 L P TRUSTEES OF THE I NTERNATI ONAL CHURCH OF THE FOUR SQUARE GOSPEL 1 7 Proposed Road Z 98 44. 20+ PT 143 L P DB999 PG1 30 2.842 AC. Tax# 66D -( 2)-4A Ease.NTELOS I nst .# 030007484 Ease.Va.Powe r DB620 PG607 Ease.August a Co.Servi ce Aut hori t y DB576 PG325 Legend AC 005 2. 6 19 066E Tax# 142 1 01 020 NC. ,I . TY CO REAL ON 2 ENT 08000297 R WAR . .# 20 200’ 21 100’ PB1PG C. A 6.33 98D 67 . Tax# Ease 85’ wer Va.Po 382 26 PG DB5 1 PG53 33 se. DB5 a E 50’ 1 wer Va.Po 275 00 PG DB5 -623 620 00 PG DB5 22 P OT 0 ON I ORAT CORP TAL PI HOS 3 PG496 STA 08 DB1 AUGU 500 1 SCALE VARIES 10’ 2.5’ 6’ 4’ 4’ 30’ 12’ 4’ 4’ & 500 -2 ) 0 1 -( REst .# N TI n I 67 x# Ta