STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ONSLOW COUNTY LOCATION: INTERSECTION OF SR 1308 (GUM BRANCH ROAD) AND NC 53 (WESTERN BOULEVARD)

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1 9/8/99 \Roadw ay\proj\sr138_rdy_tsh.dgn HNB ONRA: 84 IP PROJE: NE Moon GRAPHI ALE PROILE (HORIZONAL) 1 5 RIVER reek PLAN PROILE (VERIAL) ee heet 1-A or Index of heets GUM Half END PROJE Moon BRANH ROAD R 138 VIINIY MAP reek Parkwood Elem. ch. AD DEIGN DAA 215 BEGIN PROJE D V = AD 24 = 52,6 K = = = = * =1% Half Moon reek EERN BLVD Jacksonville High ch. 28,3 8% 6% 4% * 5 MPH UN LA = MINOR ARERIAL REGIONAL IER DUAL=3% 9% PLAN UBM IAL BEGIN IP PROJE PO A 25+. AE O NORH AROLINA VIION O HIGHAY ONLO OUNY LOAION: INEREION O R 138 (GUM BRANH ROAD) AND N 53 (EERN BOULEVARD) YPE O ORK: 4 O U 258 & N 24 END ONRUION -YXO- PO- A PROJE LENGH OAL LENGH O IP PROJE GUM BRANH ROAD R 138 LENGH O ROADAY IP PROJE =.322 MILE GRANG, DRAINAGE, PAVING AND IGNAL 6 =.322 MILE 7 N 53 EERN BLVD 218 ANDARD PEIIAION RIGH O AY DAE: JUNE 28, 217 LEING DAE: APRIL 19, 218 Prepared in the Office of: END ONRUION PO- A O U 17 PROJE PROJE ROADAY DEIGNER NDO ONA 5 BEGIN ONRUION PO- A YXO- PO- A HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: DOUG M. HEALEY, PE ORY GRELL, PE MIHAEL BA IGNAURE: IGNAURE: AE N.. PO- A 42+. HYDRAULI ROADAY DEIGN AE PROJE REERENE NO. HEE NO. 1 AE PROJ. NO.. A. PROJ. NO. DERIPION P.E. P.E. NAD 83/ NR 27 END IP PROJE HPPP-138(13) PE EXIING RAI IGNAL DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED DEP ARM EN AE O O N O R RA H N AROLI NA A PO R IO N OAL HEE HPPP-138(13) RO/ONR

2 v 12/2/216 BOUNDARIE AND 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 oven ire ence Proposed hain Link ence Proposed Barbed ire ence Existing etland Boundary Proposed etland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary Known ontamination Area: oil Potential ontamination Area: oil Known ontamination Area: ater Potential ontamination Area: ater ontaminated ite: Known or Potential BUILNG AND OHER ULURE: Gas Pump Vent or U/G ank ap ign ell mall Mine oundation Area Outline emetery Building chool hurch Dam HYDROLOGY: tream or Body of ater Hydro, Pool or Reservoir Jurisdictional tream Buffer Zone 1 Buffer Zone 2 low Arrow Disappearing tream pring etland Proposed Lateral, ail, Head Ditch alse ump z v g EM 123 LB LB EAB EPB HPB V M y x y J BZ 1 BZ 2 K LO B RAILROAD: tandard Gauge RR ignal Milepost witch RR Abandoned RR Dismantled Existing Right of ay Marker Existing Right of ay Line Existing ontrol of Access Existing Easement Line ROAD AND RELAED 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, VIION O HIGHAY ONVENIONAL PLAN HEE YMBOL Proposed urb Ramp Note: Not to cale X RANPORAION MILEPO 35 IH RIGH O AY & 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 ay Line New Right of ay Line with Pin and ap New Right of ay Line with oncrete or Granite R/ Marker New ontrol of Access Line with oncrete /A Marker New ontrol of Access New emporary onstruction Easement New emporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New emporary Utility Easement New Aerial Utility Easement R h R ; A E E DE PDE DUE PUE UE AUE R X Y R A *.U.E. = ubsurface Utility Engineering Hedge oods Line Orchard Vineyard EXIING RUURE: MAJOR: Bridge, unnel or Box ulvert Bridge ing all, Head all and End all MINOR: Head and End all Pipe ulvert ootbridge Drainage Box: atch Basin, or JB Paved Ditch Gutter torm ewer Manhole torm ewer UILIIE: POER: 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 D (.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 D (.U.E.*) U/G elephone onduit LO B (.U.E.*) U/G elephone onduit LO (.U.E.*) U/G elephone onduit LO D (.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 D (.U.E.*) v Vineyard ON ON ON H m P R p } O O P P P Q l b / ] O O O B AER: ater Manhole ater Meter ater Valve ater Hydrant U/G ater Line LO B (.U.E*) U/G ater Line LO (.U.E*) U/G ater Line LO D (.U.E*) Above Ground ater 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 D (.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 D (.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 D (.U.E.*) Above Ground Gas Line ANIARY EER: 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 D (.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; ater, Gas, Oil Underground torage ank, Approx. Loc. A/G ank; ater, Gas, Oil Geoenvironmental Boring U/G est Hole LO A (.U.E.*) Abandoned According to Utility Records End of Information PROJE REERENE NO. 1B 4 a I H A/G ater I ] c n A/G Gas d o A/G anitary ewer V V V V O V O V O G G G O 3?UL U? AAUR E.O.I. HEE NO.

3 INAL PAVEMEN HEDULE HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 2A-1 ROADAY DEIGN PAVEMEN DEIGN 1 PROP. APPROX. 1.5" APHAL ONREE URAE OURE, YPE 9.5B, A AN AVERAGE RAE O 168 LB. PER Q. YD. 4" ONREE IDEALK 2 PROP. APPROX. 3" APHAL ONREE URAE OURE, YPE 9.5B, A AN AVERAGE RAE O 168 LB. PER Q. YD. IN EAH O O LAYER. EARH MAERIAL 3 PROP. DEPH APHAL ONREE URAE OURE, YPE 9.5B, A AN AVERAGE RAE O 112 LB. PER Q. YD. PER 1" DEPH. O BE PLAED IN LAYER NO LE HAN 1 1/2" OR GREAER HAN 2" IN DEPH. U EXIING PAVEMEN DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED PROP. APPROX. 4" APHAL ONREE INERMEAE OURE, YPE I19.B, A AN AVERAGE RAE O 456 LB. PER Q. YD. R1 2'-6" URB AND GUER URVEY L D2 PROP. DEPH APHAL ONREE INERMEAE OURE, YPE I19.B, A AN AVERAGE RAE O 114 LB. PER Q. YD. PER 1" DEPH, O BE PLAED IN LAYER NO LE HAN 2.5" OR GREAER HAN 4" IN DEPH. R2 5" MONOLIHI ILAND (URAE MOUNED) E2 1 3 D2 E2 PROP. APPROX. 4" APHAL ONREE BAE OURE, YPE B25.B, A AN AVERAGE RAE O 456 LB. PER Q. YD. V MILLING (VARIABLE) /// /// /// /// E2 PROP. DEPH APHAL ONREE BAE OURE, YPE B25.B, A AN AVERAGE RAE O 114 LB. PER Q. YD. PER 1" DEPH. O BE PLAED IN LAYER NO LE HAN 3" OR GREAER HAN 5.5 " IN DEPH. VARIABLE DEPH APHAL PAVEMEN (EE ANDARD EDGING DEAIL 3" MIN. 2.5" MIN. U 2.5" MIN. 3" MIN. J1 PROP. 6" AGGREGAE BAE OURE Detail howing Method of edging REVIIO N NOE: PAVEMEN EDGE LOPE ARE 1:1 UNLE HON OHERIE. L 1' 2' 12'-11' 12'-11' 6'-8.5' 6'-19' 12'-11' 12'-11' 2' 3'-6" MIN EXIING *VARIE EEX 6" R1 2 1' A U 1 R (EE PLAN) GRADE POIN R1 6" *VARIE EEX EXIING 1:1 U J1 GRADE O HI LINE YPIAL EION NO. 1 GRADE O HI LINE A 25+. O A 27+. *NOE: EE RO EION OR AREA O HE BERM HIH AVOID IMPA O HE EXIING IDEALK. L 3'-6" MIN 2' 11' 11' 5.5' 3' 8' 11' 11' 11' 2' 6.5'-1' EXIING *VARIE EEX 6" R1 2 1' A U R2 (EE PLAN) GRADE POIN R1 6" *VARIE EEX EXIING \Roadway\Proj\sr138_rdy_typ.dgn HNB 1:1 J1 V ** GRADE O HI LINE YPIAL EION NO. 2 GRADE O HI LINE A 27+. O A **NOE: ROM A 28+. O A 3+. MILL EXIING PAVEMEN U

4 INAL PAVEMEN HEDULE HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 2A-2 1 PROP. APPROX. 1.5" A, YPE 9.5B 4" ONREE IDEALK ROADAY DEIGN PAVEMEN DEIGN 2 PROP. APPROX. 3" A, YPE 9.5B EARH MAERIAL 3 PROP. DEPH A, YPE 9.5B U EXIING PAVEMEN PROP. APPROX. 4" AI, YPE I19.B R1 2'-6" URB AND GUER DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED D2 PROP. DEPH AI, YPE I19.B R2 5" MONOLIHI ILAND (URAE MOUNED) PROP. APPROX. 4" AB, YPE B25.B V MILLING (VARIABLE) E2 PROP. DEPH AB, YPE B25.B VARIABLE DEPH APHAL PAVEMEN (EE ANDARD EDGING DEAIL J1 PROP. 6" AB NOE: PAVEMEN EDGE LOPE ARE 1:1 UNLE HON OHERIE. 2.5'-1' 2' 11' 11' 8.5' 2.5' 11' 5.5' 11' 11' 2' 1' 4' EXIING.2 6" R1 2 1' A U GRADE POIN 1 R2 (EE PLAN) R1 6".2 EXIING REVIIO N 1:1 J1 GRADE O HI LINE U ** V YPIAL EION NO. 3 GRADE O HI LINE A O A 39+. **NOE: ROM A O A 36+. MILL EXIING PAVEMEN L L 2.5'-1' 2' 11'-12' 11'-12' 6'-8.5'.5'-13.5' 5.5' 4' 11'-12' 11'-12' 2' 1' EXIING.2 1:1 6" R1 2 1' A U GRADE POIN 1 R2 (EE PLAN) R1 6".2 EXIING J1 GRADE O HI LINE U GRADE O HI LINE \Roadway\Proj\sr138_rdy_typ.dgn HNB YPIAL EION NO. 4 A 39+. O A 42+.

5 INAL PAVEMEN HEDULE HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 2A-3 1 PROP. APPROX. 1.5" A, YPE 9.5B 4" ONREE IDEALK ROADAY DEIGN PAVEMEN DEIGN 2 PROP. APPROX. 3" A, YPE 9.5B EARH MAERIAL 3 PROP. DEPH A, YPE 9.5B U EXIING PAVEMEN PROP. APPROX. 4" AI, YPE I19.B R1 2'-6" URB AND GUER DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED D2 PROP. DEPH AI, YPE I19.B R2 5" MONOLIHI ILAND (URAE MOUNED) PROP. APPROX. 4" AB, YPE B25.B V MILLING (VARIABLE) E2 PROP. DEPH AB, YPE B25.B VARIABLE DEPH APHAL PAVEMEN (EE ANDARD EDGING DEAIL J1 PROP. 6" AB NOE: PAVEMEN EDGE LOPE ARE 1:1 UNLE HON OHERIE. L -YXO- EXIING 3' 8' 12' 12' 8' 18' '-44' '-12' 6' VARIE VARIE 6' EE EE 4' 2' PLAN 2' PLAN 4' L VARIABLE.8 2 GRADE POIN.25 MAX.6 ROLLOVER.35 GRADE O HI LINE YPIAL EION NO GRADE POIN.25 U 1 GRADE O HI LINE ' 1' HINGE POIN OR U EXIING MAX EXIING A O A REVIIO N \Roadway\Proj\sr138_rdy_typ.dgn HNB VARIABLE EXIING 3'.8 8' 4' GRADE O HI LINE 12'-36' 2.25 GRADE POIN L -YXO- 2' 6' MAX.6 ROLLOVER.35 L '-44' 6'.8 34' YPIAL EION NO. 6 A O A ' 12'-24' VARIE EE PLAN 2 GRADE POIN U 12'-53' 1 VARIE EE PLAN GRADE O HI LINE 2 4' 8'.8 18' HINGE POIN OR U 6' VARIE MAX ON. IDEALK 2' 4' EXIING EXIING

6 INAL PAVEMEN HEDULE HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 2A-4 1 PROP. APPROX. 1.5" A, YPE 9.5B 4" ONREE IDEALK ROADAY DEIGN PAVEMEN DEIGN 2 PROP. APPROX. 3" A, YPE 9.5B EARH MAERIAL 3 PROP. DEPH A, YPE 9.5B U EXIING PAVEMEN PROP. APPROX. 4" AI, YPE I19.B R1 2'-6" URB AND GUER DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED D2 PROP. DEPH AI, YPE I19.B R2 5" MONOLIHI ILAND (URAE MOUNED) PROP. APPROX. 4" AB, YPE B25.B V MILLING (VARIABLE) E2 PROP. DEPH AB, YPE B25.B VARIABLE DEPH APHAL PAVEMEN (EE ANDARD EDGING DEAIL J1 PROP. 6" AB NOE: PAVEMEN EDGE LOPE ARE 1:1 UNLE HON OHERIE. L 3' 8' 12'-24' 34' 2'-44' 12'-24' 12'-24' 12'-24' 34' 8' 18' 6' 1' REVIIO N EXIING VARIABLE.8 4' VARIE EE PLAN VARIE EE PLAN GRADE POIN 2' 2 6'.8 6'.8 2' VARIE EE PLAN GRADE POIN EXI. VARIE EE PLAN U U 2 1 EXI. 2 4'.8 HINGE POIN OR U MAX EXIING EXIING GRADE O HI LINE YPIAL EION NO. 7 A O A GRADE O HI LINE 71' L 1'-22' 26'-38' 6' 35' 34' 2' *4' 1.2 Y_L PROILE GRADE POIN 1.2 VARIE EE PLAN 2.2 R2 (EE PLAN).2 Y_R PROILE GRADE POIN ' 2.8 EXIING \Roadway\Proj\sr138_rdy_typ.dgn HNB EXIING ** V **NOE: ROM A 1+5. O A 12+. MILL EXIING PAVEMEN U GRADE O HI LINE YPIAL EION NO. 8 A O A * A O A L U GRADE O HI LINE

7 \Roadway\Proj\sr138_rdy_detail_2B-1.dgn HNB 5/14/99 5 INEREION AND MENION DEAIL AND 25 PLAN '12.'31.3' 11' EO BAY APER L 1' MEAN APER L ' L 5.32' R GREU L-3 1' EO BAY APER R ' 36' ' 8.5' 1.32' PROPGUARDRAIL ' 35' R 1' MEAN BAY APER R A-1 3' EO APER R ' 3' 45' R ' ' L 55.75' R 1.' R GREU L ' L ' R 2' EO BAY APER R ' L 2.' R 3' R ' 71.5' L 45.75' R ' L 1.' R +. PO A = PO A PROP GUARDRAIL 5.5' 33' 55' 3' ' R 43' R NAD 83/ :1APER A-1 4' P 5.75' L 2.' R 114' R 5' R ' P 1' 22' MAHLINEEEHEE7 2' P 2' P 2' P 36' 48' 1' 1' R 4' P 21' A 98+. A ' 179' R ' L 8.' R 5' R 16.25' R 2.' R 4' MAHLINEEEHEE6 26' 179' R HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: ' R 7.5' R 55' R ' R ' R :1APER ' L 25.' R ' IEO 13.5' APER R 22' 5.5' 55' MAHLINE EE HEE 5 A 36+. PROJE REERENE NO. ROADAY DEIGN R/ HEE NO. HEE NO. 2B-1 HYDRAULI DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED OR AND ALIGNMEN, EE HEE 4 OR PROILE, EE HEE 8 OR PROILE, EE HEE 9

8 68 23'56" ' 4 JAKONVILLE LL 12" RP 5/14/99 HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 4 ROADAY DEIGN HYDRAULI NAD 83/ 27 REVIIO N Right-of-way Revision hanged Parcel 2 outh of R 271to Parcel 1. Parcel 4 plit into Parcel 4 & 4A. Added Do Not Disturb ign to Parcel 6 DM Right-of-way Revision Parcel 6 RO lag hange for lag ' L BEGIN IP PROJE BEGIN ONRUION PO A 25+. EXIING R/ REAIN REAIN B B EXIING R/ RAI AGRAM REAIN 12" RP 89.' N 53 (estern Blvd) 14,2 24, 3" &G RIVER O LIE IN DB 2848 PG 636 -BL- 2 R 138 GUM BRANH RD. PAVEMEN IDH VARIE PB 53 PG 38 15" RP PUBLI UILIY EAEMEN 2 1 MILON URNER JR & ANNE HAEER DB 4367 PG 561 PB 68 PG 131 IE O EX. URB AND GUER REAIN AAD YEAR B BLIND JB B 12" PV RA AER 16" 12" RP EXIING R/ 266.2' 78 55'" L 15" RP 1.' EXIING R/ 6" ON 3" &G 24" &G B 3" &G B PA REAIN ADJU B L B B & P PROPERIE LL DB 293 PG 93 24" &G REAIN REAIN " RP 15"RP 6" ON 15" RP 18" RP BP BLIND 411 JB KINON ENERPRIE LL DB 421 PG 52 PB 68 PG 131 JAKONVILLE IY LIMI 15" RP 15" RP PB 68 PG 173 6" ON 78 55'" ' 78 55'" ' L REAIN REMOVE REAIN ONVER BLIND BLIND JB BLIND JB JB 413 O B JB w/ MH 42 15" RP L 15"RP PIPE ONINUE ON 15" RP-IV 15" RP & P PROPERIE LL B 15" RP-IV L N 21 36'4" ' DB 293 PG 93 PB 68 PG 173 3' DRAINAGE & UILIY EAEMEN 3' DRAINAGE & UILIY EAEMEN 12" 12" 8' AER EAEMEN & LANDAPE RIP B PA 12" PV RA AER PUBLI UILIY EAEMEN 16" 6" ON PUBLI UILIY EAEMEN 6" ON 24" RP R 138 GUM BRANH RD. PAVEMEN IDH VARIE B PA L IDEALK O REMAIN IN PLAE M MANAGEMEN LL DB 471 PG 734 PB 68 PG 191 3"&G H ONVER JB w/ LAB LID O B JB w/ MH REAIN 24"&G B PA N 1 5'5" ON H 15.49' 16" 12" 3"RP 6"ON ONVER B O B JB w/ MH REAIN 22.55' B B 36" RP ' 14.62' 78 54'1" ' ON H 3" RP 24" RP 24" RP 36" RP REAIN 15"RP 6" ON MH ADJU REAIN B ONVER BLIND JB V 5594 N LL DB 2877 PG 36 O B JB w/ MH ' R 75.22' R PROP. 5" MONOLIHI +. ONREE ILAND 11.' L (URAE MOUNED) IDEALK O REMAIN IN PLAE N 78 55'" E PROP. 5" MONOLIHI B PA DB 427 PG 486 PB 68 PG 191 ONREE ILAND 3' DRAINAGE & UILIY EAEMEN 4 JAKONVILLE LL (URAE MOUNED) L 2' PUBLI AER EAEMEN N 1 5'" PB 53 PG 69 2' PUBLI EER EAEMEN IE O +7. EXIING 57.' L REAIN 82.' L 51.' L 57.' L REAIN 46.97' L REAIN 47 IE O EX. URB AND GUER ' R REAIN REAIN 25+ REAIN ONVER BLIND JB O B JB w/ MH ' R 3 REAIN B IE O EX. IDEALK 35' R IE O EXIING URB 4 57.' R 66.5' R B ' R 55.2' R 67.' R R ADJU R REMOVE 45' R IE O EXIING URB REAIN MONOLIHI ILAND 4A IE O EXIING ' L 414 REAIN REAIN REAIN REAIN ONVER BLIND JB O B JB w/ MH REAIN 436 ADJU MH 437 B 15" RP-IV 15" RP-IV ' R ' R B-G ' R B-E ' R 51.' R 3+ R R ' R 67.' R R R ADJU B 6 B-G " &G 24"&G B 12"PV RA AER PROP. 5" MONOLIHI ONREE ILAND (URAE MOUNED) PO A = REAIN PO A ADJU IE O EXIING IDEALK 15" RP PUBLI UILIY EAEMEN ' R R IE O EXIING IDEALK DO NO URB IGN " RP 6"ON B PA REAIN ; B EE DEAIL 1 REAIN L 12"PV B 15" RP 24" &G 48"ON PE. U H L EAEMEN 2' PUBLI EER 15" RP-IV REAIN REMOVE "ON 2 2 B- 36' IN. 445 EXIING R/ 15" RP 1 BLIND JB PLUG & ILL 36' 12" RP IN. B B 42"ON 36' IN. 3' DRAINAGE & UILIY EAEMEN 12" PV 12" RP 8" PLAI R R R 271 6"ON ONVER BLIND JB ONVER O B JB w/ MH O B JB w/ MH 1 12"PV RA AER 2 3' B EERN BLVD EXIING R/ REAIN R 43 R 15" RP-IV 1 25 REMOVE AND 4' O 15" RP 446 A 98+. A " RP-IV PLUG & ILL MAHLINEEEHEE6 DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED EXIING RAI IGNAL MAHLINEEEHEE "PLAI GP R ' B N 53 EERN BLVD 15" RP-IV ' R ' B EERN BLVD " " RP-IV 12" RP ' IN. R N 53 RAI 36' IN ' B REAIN 15"RP EERN BLVD 25 PLUG & ILL 42"ON R R R MEER 48"ON B BLIND JB RAI EXIING R/ ON PO 2.' " RP-IV 15" B RP-IV VAUL IH RAI RAI IGNAL RAI RAI (EMPY) 1 RAI (EMPY) 12" PV EXIING R/ IE O EXIING IDEALK 24" &G IE O EXIING IDEALK A. AB ILLIAM, JR. ; 36' IN. 432 B- 15" RP-IV 99.' R 99.' R DB 1344 PG 38 3" &G IDEALK O REMAIN IN PLAE EXIING R/ 2 25 EXIING R/ B-G ' R 66.' R +5. VAUL 11 MILON URNER JR & ANNE HAEER DB 4367 PG 561 PB 47 PG ' 25 MAHLINE EE HEE 5 A 36+. \Roadway\Proj\sr138_rdy_psh4.dgn HNB 1, 3, 16,9 5,1 R 138 R ,3 21,5 (Gum Branch (Gum Branch 52,6 41,2 Rd) Rd) ,2 2,4 4, R 271 (estern Blvd) Natural Ground PEIAL U H ( Not to cale) DEAIL 1 D or later Min. D= 1 t. ROM A O 96+ R. ROM A. 98+ O 98+5 L. ront Ditch lope OR INEREION DEAIL, EE HEE 2B-1 OR PROILE, EE HEE 8 OR PROILE, EE HEE 9

9 5/14/99 PROJE REERENE NO. R/ HEE NO. HEE NO. 5 ROADAY DEIGN HYDRAULI N 68 24'8" E ' N 68 24'8" E 178.' 8" PV HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: REVIIO N Right-of-way Revision New Property Owner Added to inal urvey is now Parcel 1. Milton urner Jr & Anne chaeffer Parcel Number hanged from Parcel 2 to Parcel 1. DM IE O EXIING IDEALK A. AB ILLIAM, JR. MAHLINE EE HEE 4 A 36+. ANNE HAEER BP MILON URNER JR & A. AB ILLIAM, JR. DB 1344 PG 38 DO NO URB EXI. URB ' 22' 24" &G 12" PV ' L 62.' L 48" ON RAI L R 35' 6"PLAI IE O EXIING R R 138 GUM BRANH RD. PAVEMEN IDH VARIE R R 35' 3" &G DB 4367 PG 561 L MILON URNER JR & ANNE HAEER 75.' L DO NO URB IGN ' L DO NO URB EXI. URB ' L ' L 24" &G EXIING R/ L RAI 1.' EXIING R/ L N 69 45'24" E 299.3' N 69 45'24" E ' L 89.' REAIN 21 35'52" E BAILEY & AOIAE IN DB 1419 PG 338 PB 35 PG 197 B 12" RP B 29.3' ONVER BLIND JB O B JB w/ MH 48" ON AREA O BE DEEDED O NDO PER P35 PG 197 PLUG & ILL REMOVE -BL- 1 12" PV 12"PV 6"PLAI 12" RP 3"&G RK PROPERIE LL REAIN DB 3898 PG 799 PB 35 PG " RP 12" RP REAIN B 12" RP B REAIN R 138 GUM BRANH RD. PAVEMEN IDH VARIE REAIN 15" RP NAD 83/ 27 PV HALEY IN. DB 1768 PG 376 PB 35 PG 197 DB 4367 PG 561 END IP PROJE END ONRUION PO- A 42+. REAIN MILON URNER JR & ANNE HAEER PB 47 PG 127 PB 47 PG 127 PROP. 5" MONOLIHI ONREE ILAND (URAE MOUNED) IE O EXIING 12 R 3' JOIN AE/DRAINAGE & UILIY EAEMEN 6'X 1' AE & UILIY EAEMEN R 35' 41' 13.5' +. R 11' 16" 4+ 2' INIDE EO APER L ' L ' L ' R 4' " PV RA AER 5' D & U.E B-G 15" RP-IV ' R ADJU B ' 8.5' ILLIAMBURG ROING, LL ' L DB 17 PG 611 PB 35 PG 197 REAIN 4.83'R 3' LANE HI 11' ' BAY APER L ' L 51.87' L VAUL N 21 35'52" ' +. 6'28.1' 215.6' 5' D & U.E. 2' UILIY EAEMEN DB 325 PG 425 REAIN BP ' L 5.' R IE O EXIING URB ' R 49.' R IE O EXIING URB 56 EX 27.63' N 21 35'52" PO ta REAIN REAIN 55 EX 12" PV 16" 12"PV RA AER EM REAIN '52" E ' 5' D & U.E. 3" &G 3" &G VAUL 48" ON B VAUL 18"RP 116 IGNAL IGNAL RAI REAIN RAI JAKONVILLE IY LIMI 24" EEL 12" PV RA AER ENAEMEN PIPE DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED 6" PLAI ILLIAMBURG PKY 16" PV ONENRAE LINE ONINUE 3" EEL VAUL 18"RP 6"PLAI 8" PV RA AER ENAEMEN PIPE REAIN ILLIAMBURG PKY 16" PV ONENRAE 117 VAUL RAI (EMPY) RAI RAI 16" \Roadway\Proj\sr138_rdy_psh5.dgn HNB OR PROILE, EE HEE 8

10 15" RP N 22 1'24" 86.59' 21 37'19" E 16.33' H 4 JAKONVILLE LL DB 427 PG 486 PB 68 PG 191 5/14/99 HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 6 ROADAY DEIGN HYDRAULI -YXO- PI ta D PI ta D PI ta D PI ta D PI ta D REVIIO N Right-of-way Revision Milton urner Jr & Anne chaeffer Parcel Number hanged from Parcel 2 to Parcel 1. DM Right-of-way Revision Parcel 6, Removal of tray onstruction Easement Line and orresponding RO lag. LYNDA A BUHIKO 55 36'12" PB 48 PG ' PB 51 PG 72 DB 2868 PG 757 EUEBIO & MILAGRO AI DEUYO DB 2855 PG 978 RONALD & ANGELA L RO N 52 6'2"E 83.89' 16.4' 36 26'34" E ' N 33 28'37" 72"D 57 26'35" 69.19' PB 51 PG 72 PB 48 PG 161 REDERIK I &UAN HARGE DB 2867 PG "ON DB 4156 PG ' LARENE & ALIIA N PEEAY N 55 '49"E 83.89' N 31 38'14" 3' B 16.4' 33 31'47" E 59 16'57" 69.19' PB 51 PG 72 DB 2998 PG 46 72"D R 271 EERN BLVD Natural Ground BRIAN J & LAUREN PADDE LOONO PB 48 PG 161 DB 4253 PG ' N 29 47'51" HARLE ALLEN & KELLIE NIOLE GARRE N 57 55'39"E 83.92' 61 7'2" 69.19' PB 51 PG 72 DB 3197 PG 385 DEREK HARLE ZEIGLER N 62 29'1"E ' BEGIN ONRUION A PB 48 PG ' N 27 57'29" DB 468 PG 143 ront Ditch lope PB 51 PG _44 DB 2887 PG 133 ROBER & JULIE R ARPENER N 54 2'48"E 38.6' -YXO- P ta. 1+. = PO ta R 16.4' 3 36'55" E DEAIL 1 PEIAL U H ( Not to cale) D or later N 59 58'1"E 33.54' Min. D= 1 t. KERRY JR & KELLY K GUMP 16.52' N 61 55'51"E 49.43' 26 41'14" E ' 38 22'1" 23 2'24" E Natural Ground 29.59' PB 49 PG 55 PB 51 PG '1" DB 273 PG 64 DB 2964 PG ' MIHAEL L & DEMARIE H ARER 48"ON 48"ON HALEAD II & RAY L MEADO N 65 25'29"E 75.55' 72" D PE. U H EE DEAIL 1 =4.1% DDE=35 Y REAIN 24"RP B 2"PLAI DEAIL 2 72" D R 4' 24" &G 24" &G INERLOHEN DR. 27' B REAIN PEIAL U H ( Not to cale) D or later 48"RP 24" &G 4" PLAI REAIN 12"RP Min. D= 2 t. EMON ROAD 33' B EXI EXI 24" &G 4" PLAI 9+ ront Ditch lope L R 35' L L N 46 9'4"E 48" ON 4' P 17.27' 48"ON 66 39'36" ' 67 19'31" 145.2' PE. U H 25 43'23" E EE DEAIL ' 36.69' 27.47' 28 24'1" E 6"ON 28 24' E 4' P 12' 2' P 24' OOBRIDGE PB 68 PG 131 DB 4367 PG 561 MILON URNER JR & ANNE HAEER -YXO- PR ta YXO- P ta PO ta = -YX- PO ta ' HERIN ONEAL & KRIAL M HILL IN DB 287 PG 85 2 PB 51 PG 72 72"D 1 72"D JONAHAN & APRIL L BAKER DB 287 PG 85 PB 48 PG GD 2 25 IY LIMI JAKONVILLE LA 'B' RIP-RAP E. 2 ON E. 7 YG R 5' GD GP R138-2 IE O EX. IDEALK YXO- PR ta ' R L = 1,16.82' = ' R = 1,925.' e = 6% V = 5mph ' R Natural Ground 295.6' 16 3'35" E REAIN ON H B 18"RP B ' R 138.8' R 15" RP-IV 2GI D 33' REAIN ' R 8.' R R 1' 15" RP-IV DEAIL 3 R 1' R 5' R 1' PEIAL U H ( Not to cale) or later R 5' Min. D= 1 t. PUBLI UILIY EAEMEN ON H ront Ditch lope L " RP-IV R 55' L = 91.3' = 45.66' R = 1,891.' "&G REMOVE R 5' H IN. PE. U H EE DEAIL REAIN 36' 18"RP OLLAR & EXEND / 1 IN. 6"ON 1 36' L B L = 11.38' = 56.2' R = 262.' PO ta L P ta PUBLI UILIY EAEMEN 4' P 2' P 1 18"RP 1 L R 5' 24' 36' 4' P 18" RP B 2"PLAI 2 2 2' P L 25 24' 1' BAY APERR/L EXIING R/ IDEALK O REMAIN IN PLAE 2.' EXIING R/ 6"ON PE. U H EE DEAIL 1 24"&G ON H 24" &G IDEALK O REMAIN IN PLAE 18"RP PE. U H EE DEAIL 1 48"ON 48"ON IE O EX. IDEALK L = ' = 66.3' R = 238.' 95+ DB 4367 PG 561 PB 47 PG 127 M MANAGEMEN LL DB 471 PG 734 PB 68 PG ' LIEO BAY APER N 78 55'48"E ' MILON URNER JR & ANNE HAEER PUBLI UILIY EAEMEN L = 77.5' = 38.53' R = 1,947.' e = 2.5% e = 2.5% e = 2.5% e = 2.5% V = 3mph V = 3mph V = 3mph V = 3mph REAIN -YXO- P ta = 18" RP-IV R 5' 61 2GI ' R ' R 99.' R ' R REAIN REMOVE 11 5 R 5' PUBLI UILIY EAEMEN L B 35' REMOVE 63 18" R 271 EERN BLVD 3' B 223.5' N 11 5'" 1 4'27"E 45.96' 48"ON ON H R 271 EERN BLVD 3' B REAIN 36' 48' 22' DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED 4 JAKONVILLE LL MED. 2' P 25 4' P 6 DB 427 PG PB 68 PG 191 1' 15" RP IDE ALK O REM AIN IN PLAE R 5' B 4' P NAD 83/ 27 A 98+. MAHLINE EE HEE 4 ROM A O 96+ R. ROM A O 98+5 L. ROM A. 92+ O 93+5 R. ROM A O 91+5 L. DEAIL 1 PEIAL U H DEAIL 2 PEIAL U H DEAIL 3 PEIAL U H \Roadway\Proj\sr138_rdy_psh6.dgn HNB OR PROILE, EE HEE 9 OR -YXO- PROILE, EE HEE 1

11 6'X 1' AE & UILIY EAEMEN N 21 44'8" 23.51' 21 44'8" E 23.49' 6' INGRE, EGRE, DRAINAGE & UILIY EAEMEN 21 44'8" E ' 3' JOIN AE/DRAINAGE & UILIY EAEMEN N 21 44'8" 121.5' 5/14/99 HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. R/ HEE NO. HEE NO. 7 ROADAY DEIGN HYDRAULI REVIIO N A MAHLINE EE HEE 4 EXIING R/ 24"&G EXIING R/ L 6"ON 74' 2' P 48"ON ; 2.' 2' IEOAPERR BP ON H 2' P 15" RP-IV ' N 1 5'5" 18"RP 24"RP & P PROPERIE LL DB 293 PG 93 PB 64 PG 3 ON H 4' 135' EOBAY APERL 48"ON PLUG & ILL ' N 1 6'21" 6"ON 15" RP PROP 5" MONOLIHI ONREE ILAND (URAE MOUNED) & J ARM IN DB 3537 PG 358 PB 64 PG 3 62' 1' BAY APERL 48" RP 4' ULAROA HOLNG LL DB 2861 PG 596 PB 53 PG 68 ; ; ; ; L 12" PV 2' PUBLI AER EAEMEN 2' PUBLI EER EAEMEN 3' DRAINAGE & UILIY EAEMEN 3' DRAINAGE & UILIY EAEMEN 3' DRAINAGE & UILIY EAEMEN N53 EERN BLVD 52' B N53 EERN BLVD 28' B R 4' AE POIN ; ON H 18" RP ON H -BY-4 AE POIN AE POIN +. R 2' REAIN REAIN 8"PLAI R 2' R 4' 12"PV 15" RP-IV BP 76.87' ' 21 35'12" E 21 35'12" E 36"RP N 78 53'41"E 2.' 12"PV 12"PV ON H 6"ON 8"PLAI REAIN 2GI " RP 18" RP ' ' 21 35'12" E ' RIVER O LIE IN DB 2848 PG 636 PB 53 PG 38 REAIN END ONRUION A DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED NAD 83/ 27 ; 48"ON 54"RP A. AB ILLIAM, JR. DB 1344 PG 38 L ABLEROK REAL PROPERY INVE DB 197 PG 22 PB 35 PG 197 ABLEROK REAL PROPERY INVE DB 197 PG 22 PB 35 PG "PV 12"PV 12"PV 3' UILIY EAEMEN JB w/ MH 72 REAIN REAIN REAIN 15" RP-IV 4' P EXI R 45' BP R 25' EXI REAIN ' R 73 1.' R 5.44' R 13.44' R R 45' R 4' 71 54" P REAIN IY LIMI JAKONVILLE REAIN H RENHLE ONRUION 11+ REAIN 8 3' UILIY EAEMEN REAIN L REAIN REAIN LA 'I' RIP-RAP E. 21 ON B E. 47 YG 6"ON ; 3' UILIY EAEMEN L HARLE D & UAN L ALDRIDGE OUHERLAND DB 3142 PG 58 PB 43 PG '16" 2.' 54" MP 11 6'44" E 25.6' ILLIAMBURG ROING, LL 78 53'16" DB 17 PG ' PB 35 PG 197 \Roadway\Proj\sr138_rdy_psh7.dgn HNB OR PROILE, EE HEE 9

12 5/28/99 HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. ROADAY DEIGN HEE NO. 8 HYDRAULI 8 7 BEGIN GRADE A 25+. ELEV. = 47.9 DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED 6 5 PI = EL = 47.83' K = 625 V = 15' V = 8 MPH+ (-).6% (-).3% PI = EL = 47.4' K = 369 V = 225' V = 8 MPH (-).3% (+).393% ENERLINE INEREION A = A OR ALIGNMEN, EE HEE END GRADE A 42+. ELEV. = PI = EL = 49.83' K = 226 V = 25' V = 65 MPH (+).393% (-).7949% \Roadway\Proj\sr138_rdy_pfl_psh8.dgn HNB OR ALIGNMEN, EE HEE

13 5/28/99 HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. ROADAY DEIGN HEE NO. 9 HYDRAULI H LEGEND 8 LE H RIG DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED BEGIN GRADE A ELEV. = 42.55' PI = EL = 43.7' K = 446 V = 15' V = 8 MPH+ PI = EL = 44.62' K = 233 V = 15' V = 65 MPH (+).9426% (+).3% PI = EL = 45.37' K = 687 V = 15' V = 8 MPH+ (+).3% (+).5182% (+).7% PI = 99+. EL = 47.49' K = 495 V = 15' V = 8 MPH+ (+).5182% (+).8212% A A (+).66% (+).9426% (+).3% (+).6933% (+).94% BEGIN PEIAL U H (L) PI = El = 4.38 END PEIAL U H (L) PI = El = 4.76 BEGIN PEIAL U H (R) PI = 92+. El = 39.4 BEGIN PEIAL U H (R) PI = 96+. PI = 95+. El = 42.6 El = BEGIN PEIAL U H (L) PI = El = END GRADE A ELEV. = 48.11' END PEIAL U H (L) PI = El = OR ALIGNMEN, EE HEE 4 & Y_L A A BEGIN GRADE -Y_L- A , 35' L ELEV. = 48.27' PI = 13+. EL = 49.59' K = 6 V = 15' V = 8 MPH+ (+).55% (+).3% PI = EL = 5.64' K = 55 V = 15' V = 8 MPH+ (+).3% (+).31% END GRADE -Y_L- A 18+5., 35' L ELEV. = 5.65' OR ALIGNMEN, EE HEE 4 & Y_R- \Roadway\Proj\sr138_rdy_pfl_psh9.dgn HNB A A BEGIN GRADE -Y_R- PI = A , 34' R EL = 5.6' ELEV. = 48.27' K = 485 V = 156' V = 8 MPH+ (+).4162% (+).938% END GRADE -Y_R- A 18+5., 34' R ELEV. = 5.4' OR ALIGNMEN, EE HEE 4 &

14 5/28/99 HNB NORH AROLINA, P E. ix orks Road, uite 2 Raleigh, North arolina 2769 N License No: PROJE REERENE NO. ROADAY DEIGN HEE NO. 1 HYDRAULI 8 -YXO- 7 BEGIN GRADE -YXO- A ELEV. = 42.55' END GRADE -YXO- A ELEV. = 44.21' DOUMEN NO ONIDERED INAL UNLE ALL IGNAURE OMPLEED PI = EL = 42.88' K = 795 V = 1' V = 8 MPH+ PI = EL = 43.79' K = 795 V = 1' V = 8 MPH+ 5 (+).733% (+).5775% 4 (+).5775% (+).733% OR -YXO- ALIGNMEN, EE HEE \Roadway\Proj\sr138_rdy_pfl_psh1.dgn HNB

15 \Roadway\orridorModeling\sr138_RDY_XPL_X-_HEE.dgn HNB 8/23/99 RO EION INDEX LOAION AION O AION HEE NO. A O A X-7 HRU X-15 -YXO- R 138 (GUM BRANH ROAD) IP NO. A O A A O A X-1 HRU X-6 EE A 9+5. HRU 92+. (X-7 HRU X-8) 5 1 PROJ. REERENE NO. HEE NO. X-

16 \Roadway\orridorModeling\sr138_rdy_xpl_l.dgn HNB 8/23/ PROJ. REERENE NO BEGIN GRADE A HALLO UNDERU EXAVAION 14 HEE NO X

17 \Roadway\orridorModeling\sr138_rdy_xpl_l.dgn HNB 8/23/99 PROJ. REERENE NO. HEE NO X EXAVAION UNDERU HALLO DRIVE DRIVE EX. R/ DRIVE

18 \Roadway\orridorModeling\sr138_rdy_xpl_l.dgn HNB 8/23/99 PROJ. REERENE NO. HEE NO X EXAVAION UNDERU HALLO DRIVE

19 \Roadway\orridorModeling\sr138_rdy_xpl_l.dgn HNB 8/23/ PROJ. REERENE NO HEAR HEAR HEAR ENERLINE INEREION A = A HEAR HEAR HEAR HALLO UNDERU EXAVAION 14 HEE NO X

20 \Roadway\orridorModeling\sr138_rdy_xpl_l.dgn HNB 8/23/99 PROJ. REERENE NO. HEE NO X EXAVAION UNDERU HALLO DRIVE DRIVE DRIVE DRIVE

21 \Roadway\orridorModeling\sr138_rdy_xpl_l.dgn HNB 8/23/99 PROJ. REERENE NO. HEE NO X A 42+. END GRADE EXAVAION UNDERU HALLO

22 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO YXO YXO BEGIN GRADE A A HALLO UNDERU EXAVAION 14 HEE NO. X

23 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO YXO- 5 A YXO- 5 5 A YXO- 5 A : :1 4.28:1 4.45: HALLO UNDERU EXAVAION HEE NO. X-8 15

24 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO EX. IDE ALK EX. IDE R/ ALK EX. R/ EX. IDE ALK EX. IDE ALK HALLO UNDERU EXAVAION HEE NO. X-9 15

25 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO HALLO UNDERU EXAVAION HEE NO. X-1 15

26 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/99 PROJ. REERENE NO : HALLO UNDERU EXAVAION HEE NO. X-11

27 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO HALLO UNDERU EXAVAION 14 HEE NO. X

28 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO HEE NO. X

29 6-DE :54 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO HEE NO. X

30 6-DE :55 \Roadway\orridorModeling\sr138_rdy_xpl_y.dgn HNB 8/23/ PROJ. REERENE NO END ONRUION HEE NO. X