S S S S S S S S S S S S S S S S 15 "RCP 2 4 "RCP 24 "RCP 24 "RCP 15 "RCP 24 "RCP 27 "TC ? 24 "RCP 24 "RCP 12 " RC P 1 5 "CMP 18 "TC 1 2 " RC P 12 " RC P 2 4 "RCP 12 "RCP 15 "RCP I NV. 55 . 49 TOP 58 . 94 CB 24 "RCP 12 "RCP 12 "RCP 1 2 "RCP 15 "RCP 15 " RC P 8 "TC 12 "RCP DI R. 12 "TC 12 "TC 15 "TC 15 "TC 1 5 "TC 18 "TC DI R. 24 "TC 15 "TC DI R. 24 "RCP 12 " RC P S T M H - 22 INV. 56.14(S) INV. 56.23(E) TOP 59.30 CB-67 INV. 56.14 TOP 58.98 CB-66 INV. 56.47 TOP 58.68 CB-70 INV. 56.89 TOP 59.11 CB-71 INV. 56.54(S) INV. 56.62(N) TOP 60.45 CB-72 INV. 58.12(N) TOP 61.25 CB-73 INV. 58.85(S) INV. 58.80(E) TOP 61.38 CB-74 INV. 59.32 TOP 61.37 CB-75 DEBRIS) (PLUGGED W/ INV. 57.22(N) TOP 59.92 CB-76 INV. 54.49(S) INV. 54.43(N) TOP 57.93 CB-77 INV. 56.45 TOP 58.00 CB-78 INV. 58.52 TOP 61.45 CB-81 INV. 57.74(W) INV. 57.97 TOP 61.49 CB-82 INV. 57.02 TOP 60.67 CB-83 INV. 56.80 TOP 60.90 CB-84 INV. 55.48(W) INV. 55.59(S) INV. 55.42(E) TOP 58.83 ST MH-30 INV. 54.43(N) INV. 54.50(S) INV. 54.45(NE) TOP 60.37 ST MH-33 INV. 56.11(W) INV. 57.96(S) INV. 56.32(E) INV. 55.91(N) TOP 61.53 ST MH-34 S T M H - 23 S T M H - 24 INV. 58.57(W) INV. 58.59(S) INV. 58.49(E) INV. 58.42(N) TOP 61.76 ST MH-37 TOP 58.52(6" DIP) INV. 57.29(W) INV. 57.39(E) TOP 61.04 ST MH-36 CB-69 CB-79 CB-80 ST MH-25 12" RCP ST MH-26 ST MH-27 ST MH-29 ST MH-30 ST MH-31 ST MH-32 ST MH-35 8 " D I P I NV . ( N ) 53 . 55 I NV . ( W ) 54 . 27 I NV . ( S ) 53 . 59 T O P 59 . 92 S T M H I NV . ( N ) 53 . 68 I NV . ( E ) 53 . 67 I NV . ( S ) 54 . 85 T O P 58 . 97 S T M H 24 "RCP 24 "RCP 24 " RC P S S 24 "RCP I NV . ( N ) 54 . 43 I NV ( S ) 55 . 74 I NV ( E ) 55 . 86 T O P 58 . 99 CB 15 "RCP I NV . ( N ) 56 . 21 T O P 58 . 96 CB 36"RCP I NV . 53 . 71 T O P 58 . 33 D I INV. 54.15(W) INV. 54.19(S) INV. 54.25(E) TOP 58.26 STMH 1 2 "RCP S 12 " RC P 24 "RCP 15 "RCP INV. 52.98(W) INV. 52.06(S) INV. 52.05(N) TOP 57.15 DI INV. 51.22(W) INV. 51.16(S) INV. 51.12(N) TOP 56.60 STMH 24 "RCP 12 " TC 24 " R C P EOI BOV 2 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " 2 " ABAND 10" 1 0" 4" 4 " 4 " 6" 6" 6" 6" 6" 6" 6" 6" 8 3 58 59 . 38 8 "TC 6"TC 8 "TC 8 "TC 8 "TC 8 "TC 8 "TC 8 "TC 8 " T C 6"TC 6"TC 8 "TC 8 "TC 8 "BL ACK TRUSS 8 "TC 6"TC 8 "TC 6"TC 8 " T C 8 "TC 6"TC C O N F L I C T B OX T O P 59 . 62 M H - 3 3 INV. 56.20(SE) INV. 56.31(W) TOP 59.56 MH-36 INV. 55.25(SW) INV. 55.20(E) INV. 55.66(NW) TOP 58.66 MH-38 INV. 58.93(NW) TOP 62.08 MH-42 INV. 57.20(SW) INV. 57.31(SE) INV. 57.16(NE) TOP 62.13 MH-44 INV. 57.20(SE) INV. 55.65(SW) INV. 54.58(NE) TOP 61.69 MH-45 MH-37 MH-39 MH-40 MH-41 42 "CONC 42 "CONC 42 "CONC DK 36"CONC 42 "CONC DK C ON C RAMP DK 42 "CONC 42 "CONC 30 " C ON C CONC RAMP 36 "CONC 4 2 " CONC DK 4 8 "CONC 60"CONC 78 " CONC 36"CONC 4 8 "CONC 4 8 "CONC 60" CONC 72 "CONC 48 "CONC 7 2 " C ON C 48 "CONC DK HTRBUS 1 SF APT 1 S B L K B U S S CONC 18 "CONC G S 1 SF D 12 " CONC S 72 "CHL 72 "CHL 72 " C H L 60"CHL 11 ’ C ON C 42 "CONC 42 "CONC 42 "CONC RAMP 72 "CHL DK DK 72 "CHL 7 2 "CHL 72 "CHL 36"CONC 42 "CONC 8 ’ SO I L 36" SPL I TRAI L 8 . 5 SO I L 48 "CHL 48 "CHL 4 2 "CONC 30 " C ON C BST 24 " C ONC 2 4 " C ONC 9 6 " W O OD 12 . 5 G R 60"CHL 60"CHL 60"CHL 60"CHL 48 "CHL 60"CHL 7 ’ SO I L 5 4 " C ONC CONC RAMP 3 6 "CONC 8 . 5 ’ SO I L 39 ’ C ON C 42 "CONC 8 ’ S O I L 7 . 5 ’ SO I L 4 2 " CONC 60"CHL 7 2 "WOOD 7 ’ S O I L 60"CHL 60"CHL 48 "CHL 60"CHL 60"CHL C ONC 60"CHL 60"CH L 8 ’ BST 9 ’ BS T DK 48 "CH L 4 8 "CHL 48 "CHL DK 7 . 5 ’ SO I L 48 " C O NC 48 "CONC 3 6"CHL 48 "CHL 60"CONC 8 . 5 ’ C ONC 78 " CONC 60"CHL 48 " CH L 12 . 5 ’ SO I L 36"CONC 48 "CONC 60 " C ONC 48 "CONC 6 0 " C ON C 60" CONC 72 "CONC 48 " C ONC 6 ’ S O I L 48 "CONC 4 8 " C ON C 24 "WOOD 12 ’ SO I L 7 2 " C ON C 72 "CHL 60 " C O N C 78 " C ONC 4 8 "CONC DK PENNSY L VANI A AV E 35 ’ BST HTRBUS MY RTLE S T 27 . 5 ’ BS T 48 "CHL 48 " CH L SP R U C E S T 34 . 5 ’ B S T MY RTLE S T 27 . 5 ’ BS T CONC PENNSY L VANI A AV E 35 ’ BST 18 "CONC MY RT L E S T 27 . 5 ’ BS T C O L UMBI A ST 26 ’ BST 36"SPLI T RAI L C HES T NU T S T 24 ’ BS T 12 " CONC C&G C&G C&G C&G C&G C & G C & G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G 171 174 W / LT W/LT 177 182 SOIL 2SFD W/LT 173 SOIL SOIL CONC 176 1SBLKBUS SOIL 1SFBUS 181 1SFD 317 S S 1SFD PLAYGROUND 192 1SBLKBUS W/LT 195 1SBLKBUS 8’ CONC 199 200 W/LT 1SFBUS SOIL 1SFD FOUND 1SFD 197 W/LT 196 198 1SFD W/LT 2SFD 210 209 211 205 203 W/LT 202 2SFD 2SFD G CONC CONC 187 W/LT 1SBKAPT 185 1SFAPT 186 W/LT W/LT 188 1SMTLBUS W/LT 318 1SBLKCH S 189 W/LT 190 W/LT 191 SOIL 1SMTLBUS G 1SBKD 194 193 S 207 W/LT 204 W/LT 1SFD BST 1SBKAPT SOIL 170 SOIL 1SBKD SOIL 169 183 1SMTLBUS 178 W/LT 179 180 W/LT 184 W/LT BST 1SFD 206 208 2SFD 2SFD 1SFD 1SFD 2SFD 1SBKD 1SFD 1SFD 201 W/LT BST 172 W/LT BST 1SFD S PRU C E S T 3 4 . 5 BS T 1 SF D S S S W / L T 72 " C H L G R B S 1 S B L K B U S 72 " C H L G R CON 60" G R 72 "CHL 1 SF B U S 1 S B L K B U S G R G R C ON C G R 42 " CON G R G R G R 12 ’ C ONC 36"CONC 48 ’VYN G R 7 2 " C H L 72 " C H L 7 2 " C H L 7 2 "CHL G R DK CONC 50. 00’ 5 0. 00’ 50. 00’ 50. 00’ 50. 00’ 50. 00’ 75 . 7 8 ’ S 06 47 ’ 01 "W N 07 11 ’ 42 "E 72 . 43 ’ 75 . 00’ 73 . 0 0 ’ N 8 211 ’ 5 1 " W 51 . 51 ’ N 3 5 25 ’ 30"W N 8 211 ’ 5 1 " W N 5 5 21 ’ 4 2 "E 75 . 00’ N 55 21 ’ 42 "E N 55 21 ’ 42 "E 75 . 57 ’ 5 0. 00’ N 55 21 ’ 42 "E 60. 00’ N 5 5 21 ’ 4 2 "E 8 4 . 8 0’ N 55 21 ’ 42 "E 50. 16’ N 55 01 ’ 00"E 146. 26’ S 35 02 ’ 4 5 "E 1 4 9 . 95 ’ 66. 50’ S 35 02 ’ 4 5 "E 149 . 9 0’ S 35 02 ’ 1 6"E 1 49 . 85 ’ N 55 19 ’ 5 8 "E 200. 83 ’ N 54 56’ 05 "E 182 . 60’ 182 . 75 ’ S 55 10’ 45 "W 18 . 08 ’ N 54 52 ’ 40"E 271 . 05 ’ 50. 00’ 70. 00’ 51 . 06’ 99 . 99 ’ 74 . 25 ’ S 34 37 ’ 02 "E S 34 37 ’ 02 "E S 54 55 ’ 44 "W 127 . 02 ’ 91 . 57 ’ 46. 67 ’ 60. 00’ 14 . 65 ’ S 55 02 ’ 12 "W 113 . 68 ’ S 5 4 5 4 ’ 4 3 "W 1 1 3 . 7 1 ’ N 00 18 ’ 11 "W 127 . 60’ 60. 42 ’ 1 03 . 8 2 ’ 66. 00’ 66. 60’ 50. 00’ S 34 52 ’ 03 "E N 34 52 ’ 03 "W 164 . 25 ’ 43 . 73 ’ N 34 58 ’ 50"W 164 . 25 ’ N 34 52 ’ 03 "W 164 . 25 ’ N 54 51 ’ 24 "E 59 . 87 ’ 66. 02 ’ 40. 92 ’ 66. 11 ’ 25 . 00’ N 35 05 ’ 3 3 "W 148 . 80’ N 35 02 ’ 19 "W 149 . 04 ’ 60. 36’ S 54 56’ 21 "W 88 . 44 ’ N 55 01 ’ 00"E 178 . 26’ 80. 7 5 ’ 1 1 . 65 ’ N 35 04 ’ 26"W S 35 51 ’ 03 "E 98 . 43 ’ 2 . 01 ’ 38 . 05 ’ S 54 44 ’ 01 "W 92 . 40’ S 54 55 ’ 34 "W 86. 19 ’ S 5 4 56’ 25 "W 71 . 2 0’ N 35 05 ’ 33 "W 14 8 . 84 ’ N 35 02 ’ 19 "W 148 . 98 ’ N 35 02 ’ 19 "W 148 . 90’ 70. 84 ’ 104 . 29 ’ N 08 54 ’ 57 "E 12 1 . 33 ’ 1 7 . 0 4 ’ 65 . 1 2 ’ N 56 14 ’ 44 "E N 33 4 7 ’ 41 "W 1 67 . 5 9 ’ N 33 45 ’ 12 "W 167 . 58 ’ N 33 4 5 ’ 1 6"W 1 4 7 . 5 8 ’ S 3 3 4 7 ’ 41 "E 154 . 79 ’ S 33 4 5 ’ 12 "E 152 . 51 ’ N 3 2 18 ’ 43 "W 97 . 2 4 ’ N 56 10’ 55 "E 11 6. 02 ’ N 37 11 ’ 27 "W N 36 09 ’ 53 "W N 35 23 ’ 53 "W 165 . 35 ’ 50. 00’ S 5 4 51 ’ 41 "W 62 . 05 ’ 62 . 4 5 ’ S 54 52 ’ 39 "W N 35 23 ’ 53 "W 165 . 68 ’ N 54 54 ’ 43 "E 136. 64 ’ N 5 4 5 4 ’ 4 3 "E 66. 5 6’ N 54 54 ’ 43 "E 66. 12 ’ 5 5 . 53 ’ 1 05 . 9 4 ’ S 34 59 ’ 52 "E 1 66. 06’ 60. 12 ’ S 35 03 ’ 45 "E 165 . 85 ’ S 35 03 ’ 45 "E 165 . 91 ’ 36. 09 ’ N 3 3 45 ’ 08 "W S 34 54 ’ 25 "E 163 . 74 ’ S 35 06’ 12 "E 164 . 61 ’ S 35 01 ’ 33 "E 1 64 . 1 7 ’ 183 . 62 ’ 50. 00’ 168 . 55 ’ 1 5 . 00’ S 5 6 1 4 ’ 44 "W 48 . 50’ 90. 27 ’ 26. 12 ’ S 54 45 ’ 57 "W 20. 05 ’ N 34 52 ’ 34 "W 166. 61 ’ N 35 06’ 25 "W 164 . 89 ’ 97. 14’ 32. 63’ 29. 81 ’ 19. 85’ 40. 17’ 57. 58’ 1 2. 84’ 36. 18’ 22. 90’ 3 4. 7 4’ 24. 96’ 25. 04’ 25. 04’ 24. 99’ 4. 94’ + 26. 50 + 43. 25 + 42. 28 + 54. 58 + 58. 44 + 74. 70 + 74. 65 + 34. 60 + 55. 27 + 73. 14 + 57. 36 + 54. 40 + 41 . 04 + 94. 08 + 63. 27 + 77. 43 +1 9 . 58 +89 . 57 +32 . 04 +11 . 84 +10. 46 +5 4 . 62 +9 3 . 4 5 +33 . 05 +59 . 85 +7 5 . 1 8 +78 . 34 +13 . 96 +8 1 . 7 6 +2 9 . 50 114 . 53 ’ 80. 3 2 ’ 101 . 3 7 ’ 158 . 23 ’ 70. 83 ’ 69 . 69 ’ 87 . 31 ’ 105 . 11 ’ 21 . 44 ’ 53 . 12 ’ 61 . 04 ’ 10. 07 ’ 7 . 62 ’ 27 . 55 ’ 47 . 80’ E XI ST R/W E XI ST R/W E XI ST R/W E XI ST R/W E XI S T R/ W E XI S T R/ W E XI S T R/ W E XI ST R/W E XI ST R/W EXI ST R/W EXI ST R/W EXI ST R/W EXI ST R/W E X I S T R / W E X I S T R / W E XI ST R/W E XI ST R/W EXI ST R/W EXI ST R/W E X I S T R / W E X I S T R / W N 07 59 ’ 20" E 150. 82 ’ N 07 59 ’ 20" E 150. 32 ’ N 07 59 ’ 20" E 149 . 32 ’ SUSAN L HENRY & BARBARA L PARKE CRUDIE O BRADLEY FRANKLIN BAKING CO. HUGHES, JIMMY A. C/O RUFUS SUTTON SETH HATTERAS LLC EL SHADDAI LLC SUMMRELL, JULIUS INDY II, LLC SUMMRELL, JULIUS RENALYSIS EVANS & OLLIE R. EVANS FREEMAN, IRVIN HEIRS JOSEPH EUGENE HATCH CHARLES M. LONG & WF DELORES W. LONG MELVIN C. MCLAWHORN & WF. SANDRA J. MCLAWHORN HUDSON, JAMES R. HOLLOMAN, OSCAR L. JESUS IS ALIVE FATHER SON HOLY GHOST DELIVERANCE CHURCH BENNIE ROBERT ROUNTREE HISTORIC DISTRICT JACOB W. HIGGS HOUSE DANI EL A J ONE S & WANDA B J ONE S DANI EL A J ONE S & WANDA B J ONE S J AME S R. HUDSON HISTORIC DISTRICT PERKINS TOWN - CHERRY VIEW J A M E S R OY HUD S ON , J R . & W F J E AN P . M A E B ELLE ROBERT L JAMES, JR. ETALS JOSEPH HIGGS GOODSON JAMES ROY HUDSON, JR. & WF JEAN P. MAEBELLE SAAD, JOSEPHINE HEIRS GIBBS, LINDA HUDSON, JAMES R. I NDY II , LL C PITT COUNTY MICHAEL V. JOYNER DAX R. NELSON & WF GLORIA CRANDELL HOLLMAN, OSCAR L. & WF. CAROL P. HOLLMAN WF . SANDRA J . MCL AWHORN MEL VI N C. MCL AWHORN & MCLAWHORN SANDRA J. & WF. M C L A W H O R N MELVIN C. GRAND VENTURES, LLC 56 56 52 55 58 52 59 60 61 62 56 58 55 55 63 64 67 69 65 66 70 71 72 68 73 76 78 68 7 4 162 162 171 179 181 PROPOSED R/W 95’ +60.38 177.25’ 155.83’ +36 222’ +85 211.81’ +00 92.50’ +00 138.50’ +22.35 90’ +80.03 (L) 43’ +40 +00 (L) 92.50’ BEGIN FENCE END FENCE +40 90’ +89.52 90’ +00 192’ 180’ +51 159.48’ +72.53 151.47’ +09.09 163.84’ 146’ +94 132.62’ +17.06 110.95’ +02.84 113.80’ +85.72 118.21’ +96.23 105.62’ +76.65 107.50’ +42.35 31.22’ 25.36’ +54.83 117 116 86.79’ +66.07(Y9) 83.17’ +62.73(Y9) 107.43’ +51.10(Y9) 103.75’ +47.71(Y9) 33.27’ +17.78 27.54’ 25’ +13.58 PUE 180 +76.38(L) 95’ END FENCE 87.42’ +89.22 56 153’ +08 81 ’ + 27 . 58 ( Y 7 ) 29.46’ 25.07’ +78.72(Y8) END FENCE 29.75’ +40(Y9) 34.50’ +26(Y9) 105.31’ +95.84(L) 47’ +49(Y9) 27.58’ +23.91(Y9) 35’ +40(Y9) 50.30’ +24.57(Y9) BEGIN FENCE 90’ +75(L) 43’ +20.11(Y8) 121’ 110.97’ +74 147’ +02.76(L) 208.08’ +95.58 210’ +94.33(L) 107.50’ +00.64 105’ +40.74 END FENCE 80’ +79 105’ +89.85 24.92’ +75(Y8) 45’ +57(Y9) 31’ +56(Y9) 285’ 279.70’ +78.85(L) 30’ 25’ +84 285’ 289.90’ +10.92(L) R/W SHEET NO. SHEET NO. PROJECT REFERENCE NO. P.O. BOX 33068 RALEIGH, N.C. 27636-3068 CONST. REV. RIGHT-OF-WAY REV. U-3315 4 / 4 / 2013 R E V I S I ONS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS K :\ RA L _ Ro a d wa y \ 011036175 ( U - 3315 ) \ Ro a d wa y \ Pr o j\ u3315_ r dy_p s h08 . dgn ENGINEER HYDRAULICS ENGINEER ROADWAY 8 MA T C H L I N E - L - S T A 5 1 +00 ( S EE S HEET 7 ) MA T C H L I N E - L - S T A 6 1 +00 ( S EE S HEET 9 ) FLONIE C DAVIS MA T C H L I N E ( S EE S HEET 13 ) SEE SHEET NO. 22 FOR -Y9- PROFILE SEE SHEET NO. 22 FOR -Y8- PROFILE SEE SHEET NO. 17 FOR -L- PROFILE SEE SHEET NOS. 2-H & 2-I FOR INTERSECTION DETAILS HUDSON, JR. & JAMES ROY WF JEAN P. MAEBELLE HOUSE OF PRAYER- OF HEART TO GIVE JONATHAN SUTTON & TODD SUTTON ASPHALT PAVEMENT OBLITERATION OF EXISTING 1 3 S T R U C T U R E R E M OV E E X I S T I NG S T O R M D R A I NAG E T I E T O E X I S T I NG C ON CR ETE S I D E W A L K P AV E M E N T T O T I E -I N D R I V E W AY A SP HA LT P AV E M E N T O R C ON CR ETE S A W C U T AND R E M OV E O R M I LLE X I S T I NG GU TTE R W I D T H A S N E C E SS A R Y T R AN S I T I ON 2 ’- 6 " C & G T O M A T C H E X I S T E X I S T C ON CR ETE J O I N T T I E T O E X I S T C U RB AND GU TTE R A T NOTES: 4 BLANCHE H WILSON BOBBY R BOWEN & 55 60 59 57 71 72 69 74 WACHOVIA BANK, N.A. NAD 8 3 / NS R S 200 7 DA TE:2 / 27 / 13 : PA RC EL 116 ; REV I S ED PU E DA TE:2 / 27 / 13 : PA RC EL 73 ; REV I S ED C U RBI NG AND PAV EMEN T REMOVA L DA TE:2 / 27 / 13 : PA RC EL S 52 , 54 , 57 ; C O MBI N ED I N T O PA RC EL 52 DA TE:2 / 27 / 13 : PA RC EL 78 ; REV I S ED PRO PERT Y NA ME DA TE:2 / 27 / 13 : PA RC EL 70 ; REV I S ED R/ W DA TE:2 / 27 / 13 : PA RC EL 68 ; REV I S ED R/ W DA TE:2 / 27 / 13 : PA RC EL 66 ; REV I S ED T C E DA TE:2 / 27 / 13 : PA RC EL 55 ; REV I S ED R/ W 36 " R CP -III 36 " RC P -III 18 " RC P - III 18 " RCP - I I I 18 " RC P -III 1 8 " R C P - I I I 1 8 " R C P -III 18 " RC P - I II DI DI DI 1 8 " RCP -I V CB CB 36 " RCP -I V 15 " RCP -III 30 " RCP -I V 36" RCP-IV 15 " R C P -III CB CB DI CB CB DI CB R E M OV E R E M OV E R E M OV E R E MOV E 15 " RCP -I V 15 " RCP -I V 48 " RC P -I V 48 "RC P - I V 4 8 " RCP - I V 48 " RCP -I V 48 " RC P -I V 48 " RC P -I V 18 " RC P -I V 18 " RCP -I V 48 "RC P -I V 15 " RCP -I V 36 " RC P -I V 15 " RCP -I V 15 " RCP -I V 15 " R C P - I V R E MOV E R E M OV E R E M OV E R E M OV E 3 @ 24 " RCP -I V 2 @ 36 " RC P -I V 2 @36 " RC P - I V C onv e r t t o D I CB CB CB CB CB 2GI CB 2GI MH33 ESTUB9 0806 0807 0808 0809 0810 0821 0822 0823 0824 0825 0826 0827 0828 0801 0802 0803 0804 0805 0811 0812 0813 0814 0815 0816 0817 0818 0819 0820 0829 0830 0831 0802A SYSTEM EXIST REMOVE 2 @ 24 " RCP -I V 0805A 0805B SYSTEM EXIST REMOVE 48 " RCP -I V CB CB CB CB CB CB 2 @ 24 " R CP -I V 0831A SYSTEM EXIST RETAIN RETAIN RETAIN R E T A I N R ET A I N R ET A I N 36" RCP-IV DI 36 " RCP - I V 0808 B CB 36 " RC P - I V F L O W A B LE M A TE R I A L P L UG & F I LL W / P L UG R E M OV E 204 ’ w/ MH T B J B 6 ’ S I D E W A L K +54 +54 +92 +92 15 ’ 12 ’ 12 ’ 4 ’ 02 5 02 5 ( TYP) ( TYP) 1 ’- 6 " C & G 1 ’- 6 " C & G 025 ( TYP) 025 ( TYP) 4 ’ 4 ’ 12 ’ 12 ’ 12 ’ 12 ’ 15 ’ 15 ’ 6 ’ S I D E W A L K 1 ’- 6 " C & G 1 ’- 6 " C & G 6 ’ S I D E W A L K 20 ’ DR 1 6 ’ 1 6 ’ -Y8- POT Sta. 11+78.72 END CONSTRUCTION 36 ’ DR D -Y8- POT Sta. 10+00.00 -L- POC Sta. 54+30.00 = -Y9- POT Sta. 10+00.00 -L- POC Sta. 56+43.00 = D 20 ’ 6’ SIDEWALK 6 ’ S I D E W A L K 5 ’ S I D E W A L K 5 ’ S I D E W A L K GRAU 350 G R AU 350 -Y9- POT Sta. 12+66.07 END CONSTRUCTION 6 ’ S I D E W A L K +54 1 2 ’ 8 : 1 T A P E R 5’ R 3 8 : 1 T A P E R ( T Y P ) ( T Y P ) 02 02 EX I S T EX I S T 1 1 RET A I N C &G RET A I N C &G RET A I N C &G RET A I N C & G RET A I N C & G RET A I N C &G RET A I N C &G EXI S T EXI S T RET A I N C &G RET A I N C &G 1 02 02 ( T Y P ) ( T Y P ) CR CR CR 1 1 1 1 1 1 1 1 2 ’ 12 ’ -L- STA 59+00 (60.75’ LT) PEDESTRIAN FENCE BEGIN MSE RETAINING WALL CR BA Y T A PER 100 ’ RT T U RN B AYT A P E R 100 ’ R T T U R N 4 ’ 4 ’ +00 12 ’ 15 ’ 12 ’ 1 3 1 22 ’ 30’ R RET A I N C U RB 30’ R 1 -L- STA 59+00 (60.75’ RT) PEDESTRIAN FENCE BEGIN MSE RETAINING WALL 2 0 ’ 30 ’ R RET A I N C U RB END SECTION TERMINAL 8 ’ 2 ’ - 6 " C &G 2 ’- 6 " C &G 2 ’- 6 " C & G 2 ’- 6 " C & G 2 ’ - 6 " C & G 2 ’- 6 " C & G 2 ’ - 6 " C &G 2 ’- 6 " C &G RET A I N C &G RET A I N C U RB 18 ’ 18 ’ 18 ’ 18 ’ CR CR 3 ’ 8’ BERM 2’ C&G 8’ BERM 2’ C&G 8 ’ BERM 2 ’ C &G CR CR 8 ’ BERM 2 ’ C &G 5’ R I S L AND 5 " C ON C +32.48 46 ’ 50 ’ 48 ’ 50 ’ 50 ’ RET A I N C &G RET A I N C &G 32 ’ 32 ’ 30 ’ R 5’ R 5’ R 8 ’ BERM 2 ’ C &G END SECTION TERMINAL END SECTION TERMINAL - Y 8 - PENN S Y L VAN I A AV E - Y 9 - MY R TLE S T -L- -Y8- -Y9- SPRU C E S T C O L U MBI A AV E C HES T N U T S T SP R U C E S T AV E C O L U MBI A S PRU C E S T MY RTLE S T 60 +00 55 +00 -Y8- POT Sta. 13+62.00 -Y8- PT Sta. 11+63.43 -Y8- PC Sta. 10+51.77 -Y9- PC Sta. 10+51.86 -Y9- PT Sta. 11+75.09 -Y9- POT Sta. 13+85.00 PI Sta 54+71.63 L = 1,481.21’ T = 746.07’ R = 5,000.00’ PI Sta 11+10.18 L = 111.67’ T = 58.42’ R = 154.00’ PI Sta 11+16.99 L = 123.23’ T = 65.13’ R = 154.00’ 1 2 ’ 12 ’ 1 2 ’ 12 ’ DS = 25 MPH RO = NONE SE = NC DS = 25 MPH SE = NC RO = NONE D D D DS > 40 MPH SE = NC RO = NONE 2 4 ’ END SECTION TERMINAL 30 ’ R 30 ’ R B AYT A P E R 100 ’ L T T U R N 4 55 ’ T A P E R ( 35 : 1 ) ( LT & R T ) 20 ’ DR 20 ’ DR PROP CL FENCE P R O P C LF E N C E P R O P C LF E N C E P R O P C LF E N C E TES TES 100 ’ R T T A P E R 2’ C&G J OFF 172.82’ LT -L- STA 52+30.46 -BY8- 47 OFF 207.85’ RT -L- STA 58+39.16 -BY10- 51 OFF 36.27’ RT -L- STA 59+87.42 -BL- 22 = -BY10- O FF 29 . 1 5 ’ LT - Y 1 0 - S T A 12 + 53 . 95 - B L - 2 3 = - B Y 11 - OFF 41.57’ RT -Y8- STA 11+13.80 -BL- 20 = -BY8- OFF 329.40’ RT -L- STA 57+12.51 -BY8- 48 UTILITY POLE LAG BOLT IN ELEV = 60.54’ OFF 273.07’ LT -L- STA 55+37.95 BM #7 OFF 36. 03 ’LT - Y7 - STA 22 +74 . 40 - BL - 19 = - BY7 - OFF 20.46’ LT -Y9- STA 12+27.80 -BL- 21 = -BY9- F F F F F F F F C C C F F F C C C C F