STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS HENDERSON COUNTY SR 1783 (NORTH HIGHLAND LAKE ROAD) FROM NC225 TO WEST OF US 176 TYPE OF WORK:

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1 28' 14' 14' 14' 1' 1' 1' 09/08/99 IP PROJE: ee heet 1A or Index of heets ee heet 1B or tandard ymbology heet 1780 N I NA 83 NA hickadee ir. Bluebird r. Bright Oaks r. Ln. Hummingbird Mockingbird 1935 EN IP PROJE r Highland 1935 BEGIN IP PROJE Lake Highland 1825 Rd. partan Heights % Rd. Mil James t. er. Haven 1823 VIINIY MAP (N..) Park Airy Mt. Rd. ase Rd Oakdale emetery 1821 Mils Walker t. t. Mils PRELIM INARY PLAN AE O NORH AROLINA IVIION O HIGHWAY HENERON OUNY LOAION: R 1783 (NORH HIGHLAN LAKE ROA) ROM N225 O WE O U 176 YPE O WORK: AING, RAINAGE, PAVING, WIENING, REURAING, IGNAL, IGNING, AN REAINING WALL -Y6- HIGHLAN GOL R. -Y5- HIGHLAN GOL R. 33' 33' AE N.. AE PROJE REERENE NO. AE PROJ. NO.. A. PROJ. NO. ERIPION onsulting Engineers Asheville, North arolina Raleigh, N c harlotte, N HEE NO NA P5 Boone, N ri-ities, N Knoxville, N partanburg, harleston, Middlesboro, KY Atlanta, GA OAL HEE opyright 2006 Vaughn & Melton, Inc. Al Rights Reserved -Y4- PARK ENRANE NORH HIGHLAN LAKE ROA (R 1783) EN IP PROJE A PAH- MULI-UE PAH 14'14' 28' 14'14' 28' //2018 2:53:58 PM V:\Ashevile\transportation\ \Roadw ay\proj\4 Alt 4\Proj\_rdy_tsh.dgn ONRA: BEGIN IP PROJE A. +00 APHI ALE PLAN EIGN AA A 20 = A 2040 = = 2.8 % * V = 40 MPH * =2 UAL 3 PROILE (HORIZONAL) UN LA = RURAL OLLEOR PROILE (VERIAL) N I NA 83 NA ' ONA: -Y1- N225 EENVILLE HIGHWAY PROJE LENGH LENGH ROAWAY IP PROJE = MILE OAL LENGH O IP PROJE = MILE -Y2- HIGHLAN LAKE R. R 1825 VAUGHN & MELON, IN PAON AVENUE AHEVILLE, N PHONE (828) ANAR PEIIAION LEING AE: 37' 37' 37' Prepared in the Office of: RIGH O WAY AE: REEE M. HULER, P.E., P.L. PROJE JARE PHILPO PROJE EIGNER -Y7- JAME. R Y3- HIGHLAN PARK R. R 1823 HYRAULI IGNAURE: IGNAURE: -Y8- U 176 PARANBURG HIGHWAY P.E. P.E. O NO UE OR ONRUION INOMPLEE PLAN O NO UE OR R/W AQUIIION OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE EP ARM EN AE O O N O R RA H N NA AROLI IO N A PO R

2 PROJE REERENE NO. HEE NO. 1A INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE INEX O HEE HEE NUMBER HEE 1 ILE HEE 1A INEX O HEE, GENERAL NOE, AN LI O ANAR RAWING 1B ONVENIONAL YMBOL 2A-1 HRU 2A-3 PAVEMEN HEULE AN YPIAL EION 4 HRU XX PLAN & PROILE HEE X-1A RO-EION UMMARY /3/2018 1:08:05 AM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\U5887_psh_1A.dgn X-1 HRU X-XX RO-EION

3 v 12/2/2016 BOUNARIE AN PROPERY: tate Line ounty Line ownship Line ity Line Reservation Line Property Line Existing Iron Pin omputed Property orner Property Monument Parcel / equence Number Existing ence Line Proposed Woven Wire ence Proposed hain Link ence Proposed Barbed Wire ence Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary Known ontamination Area: oil Potential ontamination Area: oil Known ontamination Area: Water Potential ontamination Area: Water ontaminated ite: Known or Potential BUILING AN OHER ULURE: Gas Pump Vent or U/G ank ap ign Well mall Mine oundation Area Outline emetery Building chool hurch am HYROLOGY: tream or Body of Water Hydro, Pool or Reservoir Jurisdictional tream Buffer Zone 1 Buffer Zone 2 low Arrow isappearing tream pring Wetland Proposed Lateral, ail, Head itch alse ump z v g EM 123 WLB WLB EAB EPB HPB V W W M y x y J BZ 1 BZ 2 W K LOW B RAILROA: tandard Gauge RR ignal Milepost witch RR Abandoned RR ismantled Existing Right of Way Marker Existing Right of Way Line Existing ontrol of Access Existing Easement Line ROA AN RELAE EAURE: Existing Edge of Pavement Existing urb Proposed lope takes ut Proposed lope takes ill Existing Metal Guardrail Proposed Guardrail Existing able Guiderail Proposed able Guiderail Equality ymbol Pavement Removal VEGEAION: ingle ree ingle hrub AE O NORH AROLINA, IVIION O HIGHWAY ONVENIONAL PLAN HEE YMBOL Proposed urb Ramp Note: Not to cale X RANPORAION MILEPO 35 WIH RIGH O WAY & PROJE ONROL: econdary Horiz and Vert ontrol Point Primary Horiz ontrol Point Primary Horiz and Vert ontrol Point Exist Permanent Easment Pin and ap New Permanent Easement Pin and ap Vertical Benchmark New Right of Way Line New Right of Way Line with Pin and ap New Right of Way Line with oncrete or Granite R/W Marker New ontrol of Access Line with oncrete /A Marker New ontrol of Access New emporary onstruction Easement New emporary rainage Easement New Permanent rainage Easement New Permanent rainage / Utility Easement New Permanent Utility Easement New emporary Utility Easement New Aerial Utility Easement R W h R W ; A E E E PE UE PUE UE AUE R X Y R W A *.U.E. = ubsurface Utility Engineering Hedge Woods Line Orchard Vineyard EXIING RUURE: MAJOR: Bridge, unnel or Box ulvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe ulvert ootbridge rainage Box: atch Basin, I or JB Paved itch Gutter torm ewer Manhole torm ewer UILIIE: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line ower Power ransformer U/G Power able Hand Hole H-rame Pole U/G Power Line LO B (.U.E.*) U/G Power Line LO (.U.E.*) U/G Power Line LO (.U.E.*) ELEPHONE: Existing elephone Pole Proposed elephone Pole elephone Manhole elephone Pedestal elephone ell ower U/G elephone able Hand Hole U/G elephone able LO B (.U.E.*) U/G elephone able LO (.U.E.*) U/G elephone able LO (.U.E.*) U/G elephone onduit LO B (.U.E.*) U/G elephone onduit LO (.U.E.*) U/G elephone onduit LO (.U.E.*) U/G iber Optics able LO B (.U.E.*) U/G iber Optics able LO (.U.E.*) U/G iber Optics able LO (.U.E.*) v Vineyard ON ON WW ON HW m P R p } O O P P P Q l b / ] O O O B WAER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LO B (.U.E*) U/G Water Line LO (.U.E*) U/G Water Line LO (.U.E*) Above Ground Water Line V: V Pedestal V ower U/G V able Hand Hole U/G V able LO B (.U.E.*) U/G V able LO (.U.E.*) U/G V able LO (.U.E.*) U/G iber Optic able LO B (.U.E.*) U/G iber Optic able LO (.U.E.*) U/G iber Optic able LO (.U.E.*) GA: Gas Valve Gas Meter U/G Gas Line LO B (.U.E.*) U/G Gas Line LO (.U.E.*) U/G Gas Line LO (.U.E.*) Above Ground Gas Line ANIARY EWER: anitary ewer Manhole anitary ewer leanout U/G anitary ewer Line Above Ground anitary ewer orced Main Line LO B (.U.E.*) orced Main Line LO (.U.E.*) orced Main Line LO (.U.E.*) MIELLANEOU: Utility Pole Utility Pole with Base Utility Located Object Utility raffic ignal Box Utility Unknown U/G Line LO B (.U.E.*) U/G ank; Water, Gas, Oil Underground torage ank, Approx. Loc. A/G ank; Water, Gas, Oil Geoenvironmental Boring U/G est Hole LO A (.U.E.*) Abandoned According to Utility Records End of Information PROJE REERENE NO. 4 a I H A/G Water I ] c n A/G Gas d o A/G anitary ewer W W W V V V V O V O V O G G G O 3?UL U? AAUR E.O.I. HEE NO. 1B

4 8/17/99 PROJE REERENE NO. R/W HEE NO. HEE NO. 2A-1 HYRAULI L 5.5' 2' VARIE 1'-2' INOMPLEE PLAN O NO UE OR R/W AQUIIION EEX-EION 5' IEWALK 0 / 0 / 0 / EXI. EGE O PAVEMEN EXI. OUN OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE YPIAL EION NO. 1 A. +00 O '-24' PAVEMEN / 31'-32' HINGE O EXI. EOP (MIN.) (IEWALK) L.5' 4.5'* 2' VARIE 1'-2' REVIIO N EEX-EION ' MULI-UE PAH 0 / 0 / 0 / EXI. EGE O PAVEMEN EXI. OUN YPIAL EION NO. 2 A O '-24' PAVEMEN / 40'-41' HINGE O EXI. EOP * IEWALK LUH WIH URB A HURH //2018 2:56:56 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\U5887_rdy_typ.dgn EEX-EION 0 / 0 / L 5.5' 4.5' 2' 14' 14' 2' 4.5' 5.5' 5' 5' IEWALK IEWALK 0 / YPIAL EION NO. 3 A O ' PAVEMEN / 52' HINGE O HINGE 0 / EEX-EION

5 HW2 5/14/99 -WALL1- URVE AA PROJE REERENE NO. HEE NO. 4 R/W HEE NO. PI ta PI ta PI ta PI ta HYRAULI L = 71.25' = 35.71' R = ' L = 69.69' = 34.88' R = ' L = 15.93' =.23' R = ' L = ' = 67.79' R = 437' INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION URVE AA PI ta L = ' = ' R = 450' PI ta L = ' = 90.54' R = 4,000' 1 WOO NA 83 OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE -Y1- URVE AA N 15 00'00" W JAME KINGLEY B 1613 PG 2 51 EXIING R/W 8.56' 18" RP EXIING R/W PI ta L = ' = 96.47' R = 1,909.86' HE ON, LL B 1566 PG ' N 68 30'00"E 140' 8" IP 30' 6" ML BRIK WALL BRIK IGN 1--BK- MENINGER REEK 17.60' GP-0 4" IP WOO W ' N 13 31'40" W Pta WOO N 80 20'00"E ' 48"WW WOO 48" WW ' X 5' ON. BOX ULVER 24" HPE UL4 UL3 E2 2" ML WOO RIHAR. REE B 839 PG 536 MENINGER REEK N 89 06'00"E ' N 83 16'15" E 12.75' N 78 05'48"E 1.76' N 57 26'48" E 32.52' 15 RUEE O PINERE PREBYERIAN HURH B 812 PG 821 B 822 PG ' N 60 15'05" E MENINGER REEK B WOO 93 E1 UL1 UL2 8" IP L HW HW1 ON 18" MP 2"ML POLE LAG B 18" MP Pta RUEE O PINERE PREBYERIAN HURH B 812 PG 821 B 822 PG 785 Pta MAH LINE A EE HEE 5 18" MP WOO INV=211.19' WOO L ' N 12 57'43" W GAE WOO L L HW ON 6" ML 2"ML 6" ML 4" IP 4" IP 18" MP PINERE PREBYERIAN HURH EN WALL N0.1 A ' L. -WALL1- A ML GAE OIL JOEPH MAYBANK B 95 PG 618 UAN. RINAL 48" WW 54 W L L B 1534 PG 601 L BEGIN IP PROJE POta. +00 EXIING R/W EXIING R/W BEGIN WALL N0.1 A ' L. -WALL1- A. +00 INV=217.35' EXIING R/W ON L L WOO 6 EXIING R/W 6" PV EXIING R/W WOO OIL WOO /12/ :22:03 PM tion\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PH4.dgn User:jddaves ' N 03 13'32" W 73 34'46"W 2.80' 13.86' N 03 1'38" W ' N 03 1'53" W -Y1- A '30"W ' NAIL E IN BAE O 20" LOU -BY1- A ' R. BM #2 ELEV ' 48"WW WOO 48" WW 48"WW WOO 63 EXIING R/W 8" IP 8" IP 8" IP 64 18" MP GP-1 4 ue East EXIING R/W 6" ML EXIING R/W INV= ' 34' 4" IP 4" IP EXIING R/W WOO 6"ML EXIING R/W ROW = 1, ' WOO 6"PV 5 15"MP B 1679 PG 633 ROK BL-1 OLUMN MARHA WHALEY ORNWELL GAE WOO WOO N 85 35'12"W 29.85' EE HEE 9 OR PROILE EE HEE 13 OR -WALL1- PROILE

6 W 5/14/99 PI ta L = 95.47' = 47.80' R = ' PI ta L = 2.19' = 51.38' R = ' PI ta L = 32.51' = 16.30' R = ' -PAH- URVE AA PI ta L = ' = 60.07' R = 1,276.67' PI ta L = 69.33' = 34.67' R = 4,334.39' PI ta L = 38.21' = 19. R = ' PI ta L = ' = ' R = 800' URVE AA PI ta L = ' = ' R = 4,550' PROJE REERENE NO. R/W HEE NO. HEE NO. 5 HYRAULI INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION 25 OUMEN NO ONIERE INAL N 48 21'17"E UNLE ALL IGNAURE OMPLEE N 16 58'17" E 38.84' 93.48' 20 A PAH- P ta.+00 N 43 35'17"E 84.98' N 55 33'17"E ' N 55 33'17"E 26.13' -PAH- PR ta ' N 05 52'17" E P ta N 45 31'59"E 68.68' N 45 35'22"E 82.51' BM #3 ELEV ' -BL- A ' L. NAIL E IN BAE O 48"BL. POPLAR N 75 12'17"E 66.61' MENINGER REEK N 82 14'17"E 55.83' N 23 53'43" W 58.26' P ta '43" E 13.79' WOO 86 37'43" E 68.65' N 33 41'17"E 7.30' N 33 41'17"E 87.53' 2"ML N 39 57'17"E 81.92' 30.40' -PAH- P ta PAH- P ta PR ta MENINGER REEK -PAH- P ta WOO KING REEK -PAH- PR ta /12/ :21:38 PM tion\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PH5.dgn User:jddaves MAH LINE A EE HEE 4 INV=25.85' WOO BL-2 EXIING R/W 6"ML 6"PV EXIING R/W OIL HE VILLAGE O LA ROK B 1538 PG 202 R ' B N. HIGHLAN LAKE R. 48"H-LK WOO ROK ROK WALL N 38 52'59" W ' ROK OLUMN 37 08'51"E 29.56' 24 04'58" E 48" H-LK 36 35'06"E 48" H-LK ' 96.61' 50 '" E 28.21' ' 39.07' 18.56' MENINGER REEK 23 47'43" E 25.17' 50 '" E 41' 14 35'12" E WOO PUMP OIL 15"MP 2" ML MILL 2 HE "ML ROK OLUMN ROK WALL ON AM HIGHLAN LAKE 4 BW INV=21.14' 6"PV 6"PV 72"MP ROK WALL INV=28.49' INV=20.89' E AION 72"MP INV=21.73' INV=21.82' WOO ML 16 ML BL-3 ROK AM INV=27.40' W HIGHLAN LAKE WOO 2 6" PV 6" PV 15"MP 12"HPE ABINE 15 15"HPE LILY PA LANE B 2" ML WOO 2" ML 14 WAER INV=29.63' NA '58" E ' N 13 33'05"W 37.50' 2"ML ML INV=2.92' N 74 14'52"E ' N 74 16'03"E 175.' 12' UNOPENE ALLEY 70 29'01"W ' 17 18"MP 6"PV GAE 74 15'25"W ' 24"MP INV=23.99' INV=27.33' BL-4 6"ML MOUNAIN LOE LANE 01 57'39"E 27' WOO EXIING R/W EXIING R/W 74 1'45"W 75' AION BROWN B 1664 PG 371 B 1658 PG '01" E ' ML WOO 18 N 84 44'05" W 150' WOO 81 18'21" E ' BEGIN WALL NO.3 6"PV A N 75 50'24" W 75' INV=26.83' 48.70' N 15 47'22" E INV=26.61' WOO EN WALL NO.3 N 61 20'15" W 50' N 05 20'06" W 50.41' 50' N 37 50'15" W 18"MP A HE VILLAGE O LA ROK B 1538 PG 202 WALKING RAIL R ' B 6"ML N. HIGHLAN LAKE R. 19 -PAH- PR ta PAH- P ta WOO BL-5 MAH LINE A EE HEE 6 EE HEE 9 OR PROILE EE HEE 14 OR -PAH- PROILE

7 5/14/99 -PAH- URVE AA PROJE REERENE NO. R/W HEE NO. HEE NO. 6 PI ta PI ta PI ta PI ta PI ta HYRAULI L = 50.61' = 25.44' R = 200' L = ' = 4.76' R = ' L = ' = 90.66' R = 1,901.16' L = 149. = 74.61' R = 12,946.48' L = 67.60' = 34.90' R = 1.44' INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE PON 35 PR ta P ta PAH- P ta BM #4 ELEV ' -BL- A ' L. NAIL E IN BAE O 15"POPLAR BL-6 HE VILLAGE O LA ROK B 1538 PG 202 EXIING R/W 6"ML 21 6"PV INV=29.81' 18"MP 22 MAH LINE 4- A EE HEE 5 P ta EXIING R/W WOO WOO INV=2.45' 15"MP 6"ML EXIING R/W 23 PON EN PAH A PAH- P A PAH- P ta PAH- P ta PAH- P ta EL- KERRY P. LINEY B 1499 PG 564 B 823 PG 95 -PAH- P ta ' N 12 '00" W WOO EXIING R/W -PAH- P ta A "PV 6"ML 24 -PAH- PR ta "MP ROK WALL INV=29.87' INV=27.39' ROK WALL 18" MP 6" PV -EY2- YE BRANH 25 BL-7 37' 6" ML INV=23.64' 60"MP INV=24.57' E= MAH LINE 4- A EE HEE 7 EXIING R/W 6" PV 6"PV EXIING R/W WOO OP= ' NO AE B 999 PG 99 INV=29.95' HIGHLAN LAKE IN. WOO /12/ :21:09 PM tion\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PH6.dgn User:jddaves EE HEE OR PROILE EE HEE 14 OR -PAH- PROILE EE HEE 12 OR -Y2- PROILE NA 83 PI ta L = 247' = ' R = 375' PI ta L = 84.91' = 43.62' R = 150' URVE AA PI ta L = ' = ' R = 350' -Y2- URVE AA PI ta L = ' = 71.76' R = 570' N 22 50'00" W 192' EXER HOMPON B 492 PG 609 B 479 PG 188 -Y2- PO ta.+00 -Y2- PO ta Y2- P ta Y2- P ta N 72 20'00"W 187' ' N 06 15'27" E N 74 44'33"W 133' 25 07'12" W 21' 78 1'56" E 7.72' 1 RUEE O HE OA AMILY RU B 1273 PG 773 N 76 38'26" W 4.' 15 13'1" W 1.67' 15 13'1" W 1.66' 23.12' 09 25'12" W 6.19' 74 35'40" E 62.87' 1.60' 09 25'12" W 8' N 08 30'00" E N 74 35'40" W 9.42' '00"E 89' JANELL IX B 1634 PG N 79 50'00"W ' ERRY JAKON B 757 PG 369 6" ML 8" PV " MP OP= INV= " MP INV= ' 5' N 08 02'02" E 06 40'00" W 52.29' 6" PV INV=21.19' 24" HPE 72 15" MP 73 YE BRANH 85 45'53"W 77.85' 2" ML 52.67' 04 14'07" E 6" ML8" PV -EY2-8" PV EXIING R/W L 2 BU 8" PV -Y2- P ta W OP= ' INV= ' 1 8"PV ON B OP= ' INV= ' EXIING R/W N 04 14'07" W 75.62' N 85 45'41"E 69.35' QUARER MOON, LL B 1156 PG 599 OP= ' INV= ' WOO 1 -Y2- P ta Y2- PO ta

8 /12/ :20:38 PM tion\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PH7.dgn User:jddaves 5/14/99 INV=27.46' OP= ' EE HEE OR PROILE EE HEE 12 OR -Y3- PROILE EE HEE 12 OR -Y4- PROILE EE HEE 12 OR -Y5- PROILE EE HEE 13 OR -Y6- PROILE EE HEE 13 OR -Y7- PROILE WOO WOO 8" PV OP=212.62' NO AE INV=29.95' INV= ' 8"PV EXIING R/W 6" PV 8" PV 6" PV 26 8" PV BY3-16 6" PV 15"MP 15"MP MAH LINE 4- A EE HEE 6 WOO ' R GP-3 6"ML INV= ' R INV= ' OP= ' EXIING R/W 6"PV 6"PV INV=2.48' WOO WOO 27 GP-2 -BL- A ' R. NAIL E IN BAE O 15"PINE WOO 75' ORAGE 35' APER 37' E = P ta BM #5 ELEV ' -Y3- PO ta.+00 E = A "MP PI ta PI ta L= 49' L= ' = 4.15' R = 3' = 26.29' R = 55' HE VILLAGE O LA ROK B 1538 PG 202 EXIING R/W EXIING R/W ' APER 6"ML WOO JIMMY ALE REEMAN B 1250 PG 120 -Y4- PO ta.+00 -Y4- P ta A "PV 30 72"H-LK W/3BW 90' ORAGE PI ta RK- PR A PI ta L= 87.70' = 45.14' L= ' = ' R = 305' 15 R = 150' 18"MP 6"PV 1 ML BU 45 WOO 6"PV 32 BL-8 31 PI ta PI ta P ta L= 73.93' = 38' R = 130' L= ' = 3.43' R = 1,825' A Y5- P ta '52"E 6.07' B BY4-18 INV= ' 6"ML 15"MP WOO 200' R338.53' R338.53' WOO BLUE RIGE OUHERN RAILROA 15"RP PI ta Y5- P ta L= 193.' = 97.67' R = 520' -Y5- P ta B 2"ML ROK IGN OP= ' INV= ' NO AE 2" ML OP=2146' WOO 35 L 2" PV R50' -Y5- A Y6- A "PV 6"PV ' 01 00'18" W BL-9 15"MP WOO 6"ML 26 45'22"W ' OP= ' INV=2126' OP= ' INV= ' B 2' IA. RR IGNAL ONROL BOX 36 MILRE H. OOPER B 1318 PG 562 PR ta RK- PR A INV= ' OP= ' INV= ' I 12"MP OP= ' INV= ' -Y6 P ta Y6 PO ta.+00 A RK- A RK- P A B 12" MP L B 15" MP 24" MP 18"MP BLUE RIGE OUHERN RAILROA INV= ' 18" HPE 01 00'18" W ' 2" PV 2" ML 200' INV= ' L N 56 35'07" W WOO ' 6" PV 6"PV 48"H-LK 66 34'13" E 51' R77.50' -Y6- P ta A Y6- PO ta ' INV= ' BY ' BL '28" E -Y7- P ta "MP 15"MP VIOR BULLAR B 1499 PG '25"W A JAME GILLILAN B 59 PG 646 -Y7 P ta P ta RK- P A ' HOMEOWNER AO. IN. EXIING R/W 12"MP B 678 PG '05" E ' ONAL HUNER 28' 14'14' N 29 47'44"E HIGHLAN GOL VILLA ' B 150 PG " H-LK 6" ML EXIING R/W PR ta BU 1 HR 60" H-LK 15.81' N 84 49'30" W OP= ' INV=2147.' ' ON MARK R. GMYREK B 1322 PG 368 EXIING R/W HARLE GUGER B 1499 PG 600 6" PV B 6"PV BY5-19 6" PV I 45' 80 4" ML 39 EXIING R/W 4" ML ON 72" H-LK 18" MP WOO 60" H-LK 24" HPE BL '" E JB PROJE REERENE NO. INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION 6"PV I RIP RAP INV= ' 30' 30' NA 83 BM #6 ELEV ' -BL- A ' L. HIELE 'X' IN BAE O LIGH POLE L 15"RP 18"RP R/W HEE NO. B OP= ' INV= ' MAH LINE 4- A EE HEE 8 72"H-LK HEE NO. 7 HYRAULI OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE 28' 14'14' INGLE MARKE IN. B 861PG 253 -Y7 P ta Y7 PO ta

9 65 5/14/99 RIP RAP P ta BM #6 ELEV ' 36" IRON -BL- A ' L. HIELE 'X' IN BAE O LIGH POLE L 2" ML L B B 6" PV 72" H-LK 2 BU MAH LINE 4- A EE HEE 7 28' ROWN, LL B 1383 PG ' 14' L 6" PV P ta " PV 6" PV OP= ' 6" ML L L RIP RAP 40 HW ON. B INV= ' 24" RP B 72" H-LK N 41 50'33" W L ' 6" PV 6" PV 2" ML OP= ' INV=2143.' OP= ' INV= ' 2" PV 41 24"RP 8" PV 6"PV OP= ' INV= ' OP= ' INV= ' 2 APARMEN 6"PV 8"PV L BL-12 24"RP A IE O EXIING 6"ML 8" PV MEAOW GAREN AOIAE B 652 PG 157 OP= ' INV= ' 42 ML 6"PV OP= ' INV= ' 72" H-LK 6"PV 30" MP INV= ' OP= ' B OP= ' INV= ' ON WALK INV= ' 15"MP B 8" PV INV= ' INGLE MARKE IN. B 861PG 253 OP= ' INV= ' 14' 90' INV= ' N 44 23'09"W 60 L N 48 '06"E 13.74' 29.77' 2 APARMEN EXIING R/W 30"MP N 53 12'28" W 34.50' PR ta "PV WOO EXIING R/W 45' 45' B 43 OP= ' INV= ' 46 25'43" E 6" IP 6"PV 6"ML 12"PV B ' 15.21' ON WALK 66 56'07"W L 18.34' 95 B 6" IP 44 OP= ' NO AE 2" ML 49.81' N 85 12'46"W.15' N 41 54'07" W ON OP= ' INV= ' B WAER VAUL B "MP 51 28'25"W OP= ' INV= ' 30"HPE 1 BLK BU B 30"HPE 6"PV OP= ' INV= ' B 12.57' ON WALK 72" H-LK P L 30" MP 78.81' 31.63' A ELAWARE LL OMPANY B 1383 PG ' 45' B ON WALK 33' N 48 31'08"E N 43 02'29" W 46 6"PV ON WALK ON OP= ' INV= ' B 12"PV OP= ' INV= ' OP= ' INV= ' B 47 35'"W 95' 90.45' PHILIP URINO B 1385 PG 120 EXIING R/W B OP= ' INV=2147' EXIING R/W B EXIING R/W 30" MP 15" RP OP= ' INV= ' OP= ' INV= ' B B B 30" HPE = ' = ' INV= ' B OP= ' 30" HPE B 47 15"RP 6"ML 2" ML OP= ' INV= ' OP= ' INV= ' INGLE MARKE IN. B 861PG " PV INV= ' 15" RP OP= ' OP= ' INV= ' OP=2152' INV= ' B B 33' 115' 15" LAY 15" LAY B B 6"PV B 8" IP ON WALK 15" RP OP= ' INV= ' OP=2150.' INV= ' OP= ' INV= ' 16" IP 18" RP 8" IP OP= ' INV= ' 65' 50' OP= ' INV= ' 18"RP 15"RP 15"RP BM #7 ELEV ' -BL- A ' R. 18" RP B B OP= ' INV= ' OP= ' INV= ' BOL IN IGNAL POLE BAE 15" RP 85 H H 18" RP B OP= ' INV= ' IGNAL ROWALK OP= ' INV=2145' I 2" ML 15"RP GP-5 B 92 B EXIING R/W 15" RP B INV= ' 8" IP OP= ' OP= ' INV= ' B 50 03'42"W 15" RP OP= ' INV= ' 41.67' OP= ' INV= ' I 16" IP OP= ' INV= ' 8" IP 18" RP 84 1 BU 70 18'42"W 15"RP B 86 INV= ' OP=2150' INV= ' PROJE REERENE NO. ML B I 2" ML WOO OP= ' INV=2144' 18"RP 8"IP 83.50' 57.50' OP=2149' INV= ' 87 R/W HEE NO. N 85 47'21" W 87.12' EXIING R/W 88 ONROL BOX RIP RAP JB EXIING R/W 12" MP BOLLAR 1 BLK BU AR WAH 50 25'1"W N 85 38'09" W 2.27' HEE NO. HYRAULI OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE 320 PG ' 141' I 8 INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION J IN A N ORPORAION B 1307 PG 238 B 1267 PG 535 LYNON B. HILL B 1245 PG 120 6"ML E1 UL1 HW1 8"IP OP= ' INV= ' 7' X 7' ON. BOX ULVER 15"RP 48 BOLLAR 91 8" IP ML ANOPY 8"IP EXIING R/W 2" ML 8" IP 55' OP= ' EXIING R/W 1 BU INV= ' 8"PV 16" IP OP= ' INV= ' OP= ' INV= ' B OP= ' INV= ' I 15" LAY 90 24" RP B OP=2151' INV= ' 15" RP I 15" RP OP= ' INV= ' 72" H-LK ABANONE 48"W 48 07'04"W ' WILLIAM. AN AROL MULLINAX, LL B 1325 PG 690 EN IP PROJE A NA 83 INV= ' I 30"HPE OP= ' INV= ' /12/2018 1:54:35 AM tion\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PH8.dgn User:jddaves EE HEE 11 OR PROILE PI ta L = ' = 84.09' R = 905' URVE AA PI ta L = ' = ' R = 295' PI ta L = ' = ' R = 1,200' ' 00 05'09" W HE AE O N B 392 PG 153 N 84 38'11" W ' 2 BK BU MARKER UIL. 84" IRON ON WALK I OP= ' POLE 84" IRON L L LAG B 18" RP INV= ' OP= ' INV= ' EXIING R/W 8"IP 2" ML 18" RP OP= ' INV= ' B INV= ' 16" IP 24" RP 45' 45' INV= ' OP= ' 90' 8" IP OP= ' INV= ' 72" H-LK W/3BW EXIING R/W BY N 38 08'05"E 82.26' LINA K. MULLINAX LAUGHER B 1386 PG 490

10 5/28/99 PROJE REERENE NO. HYRAULI HEE NO. 9 INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION BEGIN IP PROJE OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE BEGIN AE 2,1 2,0 A.+00 ELEV.=.98 PI = +20 EL =.93' *K = 8 V = 35' = 15 MPH PI = *K = 24 EL = 2,127.28' V = 180' = 30 MPH A WALL1- A. +00 PI = K = 86 EL = 2,121.33' V = 150' = 45 MPH A WALL1- A. X PROPOE AE EXIING AE M AH LINE A EE BELOW * OR EIGN EXEPION EE HEE 4 OR PLAN 2,1 2,0 2,080 2, EE HEE 5 OR PLAN //2018 5:06:07 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PL9.dgn 2,1 2,0 M AH LINE A EE ABOVE PI = K = 146 EL = 2,9.78' V = 350' = 60 MPH PI = K = 130 EL = 2,112.40' V = 150' = 60 MPH A PAH- A.+00 PROPOE AE EXIING AE PI = 29+ K = 97 EL = 2,1.36' V = 150' 2,080 2,080 = 50 MPH M AH LINE A EE HEE 2,1 2,0

11 5/28/99 EE HEE 6 OR PLAN PROJE REERENE NO. HYRAULI HEE NO. INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE 2,1 2,0 M AH LINE A.30 EE HEE 9 PROPOE AE EXIING AE PI = 33+ K = 78 EL = 2,114.96' V = 150' = 45 MPH PI = K = 132 EL = 2,113.51' V = 150' = 55 MPH PI = K = 77 EL = 2,114.72' V = 150' = 40 MPH A Y2- A.+00 A PAH- A PI = K = 71 EL = 2,9.57' V = 450' = 40 MPH M AH LINE A EE BELOW 2,1 2,0 2,080 2, EE HEE 7 OR PLAN //2018 5:09:54 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PL.dgn 2,1 2,0 M AH LINE A EE ABOVE PROPOE AE A Y3- A.+00 (+)4.7560% EXIING AE A Y4- A A Y5- A PI = K = 75 EL = 2,144.33' V = 112' = 45 MPH A Y6- A PI = K = 44 EL = 2,147.30' V = 3' 2,080 2,080 = 45 MPH A Y6- A A Y7- A M AH LINE A EE HEE 11 2,1 2,0

12 5/14/99 2,250 PROJE REERENE NO. HEE NO. HYRAULI 11 2,240 2,230 INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION 2,220 OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE 2,2 2,2 2,200 2,200 2,190 2,190 2,180 EN IP PROJE EN AE A ELEV. =.62 2,180 PI = K = 278 EL = 2,144.37' V = 450' = 65 MPH PROPOE AE PI = K = 124 EL = 2,152.20' V = 200' = 65 MPH //2018 5:13:02 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PL11.dgn 2,1 2,0 2,080 2,070 2,060 2,050 M AH LINE A EE HEE EXIING AE EE HEE 5 OR PLAN ,1 2,0 2,080 2,070 2,060 2,050

13 5/28/99 -Y3- -Y2- PROJE REERENE NO. HEE NO. 12 HYRAULI INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE 2,1 BEGIN AE -Y2- A ELEV. = 2,111.84' EN AE -Y2- A ELEV. = 2,112.68' (-)1.9599% (+)4.4084% PROPOE AE EXIING AE 2,1 2,1 BEGIN AE -Y3- A ELEV. = 2,116.30' PI = K = 11 EL = 2,118' V = 79' = 20 MPH (+)4.2922% PROPOE AE (-)3.2407% (-)3.2407% PI = EL = 2,115.71' K = 17 V = 62' = 20 MPH (+)0.5286% EN AE -Y3- A ELEV. = 2,115.87' EXIING AE 2,1 2,0 PI = EL = 2,111.79' K = 1 V = 4.4' = 15 MPH 2,0 2,0 2,0 EE HEE 6 OR -Y2- PLAN EE HEE 7 OR -Y3- & -Y4- & -Y5- PLAN Y4- -Y5- //2018 5:16:18 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PL12.dgn K = 2401 = 20 MPH 2,1 2,0 BEGIN AE PI = EL =.30' V = 17' -Y4- A ELEV. = 2,129.88' = 60 MPH (+)4.9427% PI = EL = 2,131.21' K = 7 V = 20' (+)4.9427% (+)1.9945% PROPOE AE EXIING AE EN AE -Y4- A. +83 ELEV. = 2,131.40' 2,1 2,0 PI = K = 35 EL =.57' V = 157' = 35 MPH BEGIN AE -Y5- A ELEV. = 2,137.47' (+)3.9470% PROPOE AE 11 (-)0.5953% EN AE -Y5- A ELEV. =. EXIING AE

14 5/28/99 PROJE REERENE NO. HYRAULI HEE NO. 13 INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION PI = EL = 2,138.67' *K = 15 V = 25' = 15 MPH PI = EL = 2,142.57' *K = 8 V = 28' = 20 MPH OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE BEGIN AE -Y6- A ELEV. = 2,137.74' EXIING AE (+)7.4580% PI = EL =.63' K = 32 V = 18' (+)9.1557% = 35 MPH (+)4.9382% (+)0.60% (+)8.5956% EN AE -Y6- A ELEV. = 2,143.81' PI = EL = 2,143.80' *K = 5 V = 23' = 15 MPH PROPOE AE 2,1 2,1 * EXEPION OR OPPING ONIION Y6- -Y7- EE HEE 7 OR -Y6 & -Y7- PLAN //2018 5:35:13 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PL13.dgn 2,1 BEGIN AE -Y7- A ELEV. = 2,145.44' EN AE -Y7- A PI = ELEV. = 2,147.44' EL = 2,144.93' *K = 5 V = 45' = 15 MPH (-)200% (+)6.6167% PROPOE AE EXIING AE 2,1

15 5/28/99 -PAH- PROJE REERENE NO. HYRAULI HEE NO. 14 INOMPLEE PLAN O NO UE OR R/W AQUIIION O NO UE OR ONRUION OUMEN NO ONIERE INAL UNLE ALL IGNAURE OMPLEE PI = EL = 2,114.17' 2,13 (+)3.5125% (-)4.9756% (-)4.9756% PI = K = 38 EL 2,1.19' V = 2' (-)2.3162% PI = EL = 2,8.34' (+)0.8085% (+)0.8085% PI = K = 30 EL 2,9. V = 133' (-)3.5958% (-)3.5958% PI = K = 39 EL = 2,3.42' V = 184' (+)1.1453% M AH LINE -PAH- A EE BELOW EE HEE 5 & 6 OR -PAH- PLAN -PAH- //2018 5:34:12 PM V:\Asheville\transportation\ \Roadway\Proj\4 Alt 4\Proj\_rdy_PL14.dgn M AH LINE -PAH- A EE ABOVE EXIING AE (+)1.1453% PI = K = 15 EL = 2,9.05' V = 77' PI = K = 20 EL = 2,5.66' V = 87' (-)4.1348% (-)4.1348% (+)0.315% PROPOE AE (+)0.315% PI = K = 70 EL = 2,6.80' V = 235' (+)3.6468% (+)3.6468% PI = K = 20 EL = 2,112.40' V = 72' (+)0.0841% EN AE -PAH- A ELEV. = 2,112.44