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Home My WebLink About20191180 Ver 1_Oregon Trail WM Full Size Plans_201908305400 Glenwood Avenue, Suite 400Raleigh, North Carolina 27612NC License No. F-1255AUGUST 2019CDM SMITH PROJECT NUMBER: 6679-115138OREGON TRAIL WATERTRANSMISSION MAIN PROJECTISSUED FOR PERMITTING - NOT FOR CONSTRUCTIONPROJECTLOCATIONCITY OF RALEIGH, NORTH CAROLINAPUBLIC UTILITIES DEPARTMENTPROJECTPIPELINEROUTENN CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019G-1 INDEX OF DRAWINGS WWW G-2 GENERAL NOTES AND ABBREVIATIONS SYMBOL LEGENDLINE LEGEND OHE OTS TVTVTV T FOT FO TELTEL UEUEUE GASGAS FMFM TV FOTV FO SS SDSDSD TSTSTS UTL UTL WWW SS ABBREVIATIONS SS HATCH LEGEND XGXXGX CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019 G-3 SEDIMENTATION AND EROSION CONTROL GENERAL NOTES AND ABBREVIATIONS “ ” CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019· · · · · · · · · · · · · · · CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019N G-4 OREGON TRAIL KEY MAP CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019N G-5 HEBRON CHURCH ROAD KEY MAP WF-B WF-B B 36"RCPTOC = 2 4 3. 0 7' OUT = 2 2 5. 0 7' RAP WOODED AREA GRAVEL DRIVE22 7 23 0 235240 230 235 240INV= 2 2 4. 2 0' 8'CL F W / BAR B E D W I R E N/F CITY OF RALEIGH D.B. 9673, PG. 416 B.M. 1987, PG. 1743 PIN 1619761516 2301 BENSON RD.EEE E E EEEEEEEEEEEEEEEEEEEEEEEEEWOODED AREA GRAVEL DRIVEWV BLOW OFF 235250 245 240250 24524023036"DIP6"UNKNOWNCITY OF RALEIGHD.B. 9673, PG. 416B.M. 1987, PG. 1743PIN 16197615162301 BENSON RD.N/F CITY OF RALEIGH D.B. 9673, PG. 416 B.M. 1987, PG. 1743 PIN 1619761516 2301 BENSON RD. C-1 D.E. BENTON WTP WATERLINE STA 0+00 TO STA 6+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019N PLAN PLAN N 24PT 14PT 14PT WF-B WF-B WF-B RIP RAP GATEWOO D E D ARE A WOODED AREA WOODED AREA 2 2 0 225 2252262 2 5 225 220 2 1 9 2 2 9 230 225 GATE 1% ANNUAL FLOOD LINE 0.2% ANNUAL FLOOD LINE 8'CLF W/ BAR B E D WI R E 218 220 INV=224 .20 ' EIP 20.00'S0 8 ° 2 2 ' 1 3 " W 2 8 5 . 7 6 ' S54° 4 0' 0 8" E 1 2 0. 0 0' N35°19'52"E 150.00' (TOTAL)90.00 ' N/F CITY OF RALEIGH D.B. 12224, PG. 149 B.M. 1987, PG. 1743 PIN 1619750702 2371 BENSON RD.40.00 '20.00 'INV= 2 2 7. 8 9' 8'C L F W / BA R B E D W I R E 36"DIP24"PVC(261.18LF)RIM=226.19' IN=209.09' OUT=208.19' RIM=225.06' IN=207.06' OUT=207.06' RIM=217.88' INV=210.38' RIM=230.96' INV=206.94' (AT MANHOLE) CON T R O L P OI N T N:69 5 6 0 5. 7 5' E:21 1 7 0 6 0. 2 0' EL:2 2 3. 9 8' CON T R O L P OI N T N:69 5 6 0 5. 7 5' E:21 1 7 0 6 0. 2 0' EL:2 2 3. 9 8'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS 24PT 14PT 14PT WF-B WF-B WF-B RIP R A P GATEWOO D E D ARE A WOO D E D ARE A WOO D E D ARE A 2 2 0 225 225226218 220 225 2 2 5 2 1 9 2 2 9 230 225 1% A N N U A L FLO O D LI N E 0.2% A N N U A L FLO O D LI N E 8'CLF W/ BAR B E D WI R E 220 EIP 20.00'S0 8 ° 2 2 ' 1 3 " W 2 8 5 . 7 6 ' S54° 4 0' 0 8" E 1 2 0. 0 0' N35°19'52"E 150.00' (TOTAL)90.00 ' N/F CITY O F R A L EI G H D.B. 1 2 2 2 4, P G. 1 4 9 B.M. 1 9 8 7, P G. 1 7 4 3 PIN 1 6 1 9 7 5 0 7 0 2 237 1 B E N S O N R D.40.00 '20.00 'INV= 2 2 7. 8 9' 8'C L F W / BA R B E D W I R E CON T R O L P OI N T N:69 5 6 0 5. 7 5' E:21 1 7 0 6 0. 2 0' EL:2 2 3. 9 8'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS36"DIP24"PVC(261.18LF)RIM = 2 2 6. 1 9'IN=2 0 9. 0 9' OUT = 2 0 8. 1 9' RIM = 2 2 5. 0 6'IN=2 0 7. 0 6' OUT = 2 0 7. 0 6' RIM = 2 1 7. 8 8'INV= 2 1 0. 3 8'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGATE FOR C E MAIN C-2 D.E. BENTON WTP WATER LINE STA 6+00 TO STA 12+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWN/F 211 INC D.B. 7890, PG. 427 B.M. 1971, PG. 158 PIN 1619755342 221 OREGON TRAILZONING "SB"ZONING "RMH"WF-1 WF-2 WF-3 WF-4 WF-6 WF-7 WF-8 WF-9 WF-11 WF-E WF-E WF-E WF-E WF-E WF-E WF-E WF-E WF-D WF-D WF-D WF-D WF-D WF-D WF-D WF-D WF-D WF-D WF-C WF-C WF-C WF-C WF-11 WF-10 GATEGATEWOO D E D ARE A WOODED AREA W O O D E D A R E A °41 '03 "E 135 .00 ' N89° 1 8' 5 7" E 2 7 2. 8 2' ( T O T A L) 156. 2 7' 116. 5 5' 2 1 6 216210 2152142152152202 2 5 225226213214 2 1 5 2 1 6 79.7 4' 111. 2 0' 21 5 . 4 ' CON T R O L P OI N T N:69 5 3 9 5. 1 3' E:21 1 7 6 7 4. 7 3' EL:2 2 0. 3 1' EIP N/F CITY OF RALEIGH D.B. 9673, PG. 416 B.M. 1987, PG. 1743 PIN 1619761516 2301 BENSON RD. N/F CITY OF RALEIGH D.B. 9673, PG. 416 B.M. 1987, PG. 1743 PIN 1619761516 2301 BENSON RD.S08°22'13 "W 285 .76 ' N35°19'52"E 150.00' (TOTAL)90.00'EIP W/CAP L1N22°30'06"E 179.46'L2L3L4N22°30'06"E 146.86'40.00'20.00'WF-E 222N/F 211 INC D.B. 7890, PG. 427 B.M. 1971, PG. 158 PIN 1619753298 225 OREGON TRAIL S15°35'57"W 85.05 ' SSWP SSWP SSWP SSWP RIM=225.08' 30" SSFM FORCE MAIN CONTROL POINT N:695605.75' E:2117060.20' EL:223.98' CONTROL POINT N:695605.75' E:2117060.20' EL:223.98' CONTROL POINT N:695415.14' E:2117290.11' EL:213.86' CONTROL POINT N:695390.73' E:2117456.03' EL:215.94' CONTROL POINT N:695415.14' E:2117290.11' EL:213.86' C-3 OREGON TRAIL WATER LINE STA 12+00 TO STA 18+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N FWFWFWFWFWFWN/F HIGHWAY 50 SOUTH, LLC. D.B. 9426, PG. 1911 B.M. 1971, PG. 158 PIN 1619851311 106 DAKOTA DRIVE N/F 211 INC D.B. 8565, PG. 362 B.M. 1971, PG. 158 PIN 1619759311 213 OREGON TRAIL N/F 211 INC D.B. 8565, PG. 362 B.M. 1971, PG. 158 PIN 1619757352 217 OREGON TRAIL TPED MB 30TREE OHW OHW OHW OHWOHWOHWOHWOHWFOFOFOFOFOFOFOFO INV=259.18' INV=257.12' 12"HDPE 15"HDPE MB EM FO FO FO FO OHWOHWWOODED AREA CAR PORT INV=243.46'INV=238.41' 15"RCP INV=256.81'GATEWOODED AREA N89°18'57"E 312.54' (TOTAL) N89°18'57"E 272.82' (TOTAL)104.18' 156.27'156.27' 156.27'N15°35'57"E 131.45'S15°35'57"W 138.95'S15°35'57"W 117.70'N15°35'57"E 96.35'S15°35'57"W 128.65'2612502402352 3 0 22022524525325 8 260255250240235230220225216217217218 S89°18'57"W 858.14' (TOTAL) 111.20'111.20'111.20'111.20'111.20' CONTROL POINT N:695427.12' E:2118029.24' EL:257.15' CONTROL POINT N:695395.13' E:2117674.73' EL:220.31' POST GRAVELEIP EIP EIP GRAVEL SSWP CONTROL POINT N:695427.12' E:2118029.24' EL:257.15' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSFWFWFWFWFW FWDAKOTA DRIVE60' PUBLIC R/W(B.M. 1971, PG. 158)CHEYENNE DRIVEN/F HIGHWAY 50 SOUTH, LLC. D.B. 9426, PG. 1911 B.M. 1971, PG. 158 PIN 1619851311 106 DAKOTA DRIVE N/F 211 INC D.B. 8565, PG. 362 B.M. 1971, PG. 158 PIN 1619759311 213 OREGON TRAIL N/F 211 INC D.B. 8565, PG. 362 B.M. 1971, PG. 158 PIN 1619757352 217 OREGON TRAIL TPED MB 30TREE OHW OHW OHW OHWOHWOHWOHWOHWFOFOFOFOFOFOFOFO INV=259.18' INV=257.12' 12"HDPE 15"HDPE MB EM FO FO FO FO OHWOHWWOODED AREA CAR PORT INV=243.46' INV=238.41' 15"RCP INV=256.81'GATEWOODED AREA N89°18'57"E 312.54' (TOTAL) N89°18'57"E 272.82' (TOTAL)104.18' 156.27'156.27' 156.27'N15°35'57"E 131.45'S15°35'57"W 138.95'S15°35'57"W 117.70'N15°35'57"E 96.35'S15°35'57"W 128.65'2612502402352 3 0 22022524525325 8 260255250240235230220225216217217218 S89°18'57"W 858.14' (TOTAL) 111.20'111.20'111.20'111.20'111.20' CONTROL POINT N:695427.12' E:2118029.24' EL:257.15' CONTROL POINT N:695395.13' E:2117674.73' EL:220.31' POST GRAVELEIP EIP EIP GRAVEL SSWP C-4 OREGON TRAIL WATER LINE STA 18+00 TO STA 24+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N N/F ALLEN W. ONEAL D.B. 14505, PG. 586 B.M. 1971, PG. 158 PIN 1619853312 205 OREGON TRAIL N/F LAURA GARCIA D.B. 16323, PG. 1335 B.M. 1971, PG. 158 PIN 1619852311 209 OREGON TRAIL N/F PATRICIA A. GRAY D.B. 2321, PG. 400 B.M. 1971, PG. 158 PIN 1619854382 129 OREGON TRAIL N/F FILIBERTO HERNANDEZ-MARTINEZ D.B. 15533, PG. 2284 B.M. 1971, PG. 158 PIN 1619856310 125 OREGON TRAIL HERNANDEZ-MARTINEZ D.B. 15414, PG. 1495 121 OREGON TRAIL N/F HIGHWAY 50 SOUTH, LLC D.B. 9426, PG. 1911 B.M. 1971, PG. 158 PIN 1619856580 120 OREGON TRAIL N/F HAROLD JAMES SHERMAN & GLORIA F. SHERMAN D.B. 2282, PG. 571 B.M. 1971, PG. 158 PIN 1619855581 124 OREGON TRAIL MB FF=285.30' FF=281.96' WM MB 10TREE 36TREE 8LI 28TREE 15TREE 4IO 8TREE 6LI TPED MB FF=276.61' WV 2TREE CATV WM WV 10TREE18TREE 12TREE 10TREE 15TREE 4TREE 13TREE 14TREE 13TREE 26TREE MB 15TREE 8TREE 8TREE 8TREE MB 20JV 8LI 10TREE OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHW FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO F O FO FO FO FOFOFOFOFOFOFOFOFOFO ASPHALTGRAVELINV=260.41' INV=262.27'INV=262.67' 15"RCP 15"RCP INV=269.49'INV=270.56' INV=271.74' 15"RCP INV=281.43' INV=281.61'INV=282.72'INV=283.31' 12"RCP 12"RCP DECK 116.75'111.20'111.20'N15°35'57"E 96.94'111.20'111.20' 111.20'111.20' N89°18'57"E 312.54' (TOTAL) 104.18'104.18' 285 284278275270265262 261 265270275280283 284 111.20' CONTROL POINT N:695433.04' E:2118707.78' EL:284.96' CONTROL POINT N:695407.34' E:2118382.48' EL:270.74' FOUNTAIN FF=268.08' N/F HIGHWAY 50 SOUTH, LLC. D.B. 9426, PG. 1911 B.M. 1971, PG. 158 PIN 1619853551 204 OREGON TRAIL INV=282.82' EIP EIP EIP EIR EIP INV=268.80' N/F PEARL KING PARRISH WILL BOOK 96, PG. 00-E D.B. 6491, PG. 823 B.M. 1971, PG. 158 PIN 1619851580 208 OREGON TRAIL N/F DORIS M. BELL D.B. 3278, PG. 765 B.M. 1971, PG. 158 PIN 1619854551 200 OREGON TRAIL FORCE MAIN SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OREGON TRAIL 60' PUBLIC R/W (B.M. 1971, PG. 158)TULSA DRI 60' PUBLIC R/ (B.M. 1971, PG. MB FF=285.30' FF=281.96' WM MB 10TREE 36TREE 8LI 28TREE 15TREE 4IO 8TREE 6LI TPED MB FF=276.61' WV 2TREE CATV WM WV 10TREE18TREE 12TREE 10TREE 15TREE 4TREE 13TREE 14TREE 13TREE 26TREE MB 15TREE 8TREE 8TREE 8TREE MB 20JV 8LI 10TREE FF=262.77' OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHW FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO F O FO FO FO FOFOFOFOFOFOFOFOFOFO ASPHALTGRAVELINV=260.41' INV=262.27' INV=262.67' 15"RCP 15"RCP INV=269.49'INV=270.56' INV=271.74' 15"RCP INV=281.43'INV=281.61' INV=282.72' INV=283.31' 12"RCP 12"RCP DECK 116.75'111.20'111.20'N15°35'57"E 96.94'111.20'111.20' 111.20'111.20' N89°18'57"E 312.54' (TOTAL) 104.18'104.18' 285 284278275270265262 261 265270275280283 284 111.20' CONTROL POINT N:695433.04' E:2118707.78' EL:284.96' CONTROL POINT N:695407.34' E:2118382.48' EL:270.74' FOUNTAIN FF=268.08' INV=282.82' EIP EIP EIP EIR EIP INV=268.80' FORCE MAIN FO FO C-5 OREGON TRAIL WATER LINE STA 24+00 TO STA 30+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N N/F MARTHA ALICIA HERNANDEZ-MARTINEZ D.B. 15414, PG. 1495 B.M. 1971, PG. 158 PIN 1619857331 121 OREGON TRAIL N/F HIGHWAY 50 SOUTH. LLC. D.B. 9426, PG. 1911 B.M. 1971, PG. 158 PIN 1619858341 117 OREGON TRAIL N/F WILLIAM TAYLOR & PATRICIA ANN TAYLOR D.B. 13227, PG. 2353 B.M. 1971, PG. 158 PIN 1619859341 113 OREGON TRAIL N/F MARGIE THOMPSON KIRBY D.B. 3054, PG. 431 B.M. 1971, PG. 158 PIN 1619950361 109 OREGON TRAIL N/F HIGHWAY 50 SOUTH, LLC. D.B. 9426, PG. 1911 B.M. 1971, PG. 158 PIN 1619951372 105 OREGON TRAIL N/F HENRY ALFRED THOMPSON & LOIS W. THOMPSON D.B. 3938, PG. 536 B.M. 1971, PG. 158 PIN 1619952552 100 OREGON TRAIL N/F TROY A. THOMPSON D.B. 14993, PG. 2284 B.M. 1971, PG. 158 PIN 1619951541 104 OREGON TRAIL N/F BRENDA FAYE MOODY D.B. 11422, PG. 2094 B.M. 1971, PG. 158 PIN 1619950532 108 OREGON TRAIL N/F DONALD EDWARD DUNLOW & BONITA H. DUNLOW D.B. 12263, PG. 2417 B.M. 1971, PG. 158 PIN 1619859501 112 OREGON TRAIL N/F BARBARA ELLEN GARRETT D.B. 11132, PG. 760 B.M. 1971, PG. 158 PIN 1619857591 116 OREGON TRAIL FF=280.69' FF=284.67' 3TREE 1TREE 18TREE 10LI12TREE 20TREE 18TREE 12TREE CATV 6TREE OHW OH W OH W OH W OH W OH W OH W OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO MB 13TREE 18TREE 18TREE MB MB MB MB 3TREE FF=274.09' 3TREE WM 3LI 3LI 4TREE WM TPED 24TREE TPED 28TREE FF=277.81'OHWOHWROW OF 3" TREESGRAVELGRAVELGRAVELGRAVELGRAVELINV=283.31' 15"RCP INV=281.29' 15"RCP INV=280.86' INV=283.54' INV=278.37'INV=277.52' INV=268.06' 12"RCP INV=264.14' INV=260.20' DECK N89°18'57"E 892.51' (TOTAL) 111.20'111.20'111.20'111.20'111.20'S00°41'03"E 135.00'S00°41'03"E 135.00'S00°41'03"E 135.00'S89°18'57"W 1019.60' (TOTAL) 111.20'111.20'111.20'111.20'2652752 8 0 2 8 2 283 28 2 2 8 0 280 2 7 8 276272270264262285.4 4 ' METAL POST EIP EIP EIP EIP EIP FORCE MAIN CONTROL POINT N:695413.35' E:2119053.05' EL:276.57' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS N/F N/F WILLIAM TAYLOR & PATRICIA ANN TAYLOR N/F MARGIE THOMPSON KIRBY N/F HIGHWAY 50 SOUTH, LLC. D.B. 9426, PG. 1911 FF=280.69' FF=284.67' 3TREE 1TREE 18TREE 10LI12TREE 20TREE 18TREE 12TREE CATV 6TREE OHW OH W OH W OH W OH W OH W OH W OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO MB 13TREE 18TREE 18TREE MB MB MB MB 3TREE FF=274.09' 3TREE WM 3LI 3LI 4TREE WM TPED 24TREE TPED 28TREE FF=277.81'OHWOHWROW OF 3" TREESGRAVELGRAVELGRAVELGRAVELGRAVEL15"RCP INV=281.29' 15"RCP INV=280.86' INV=283.54' INV=278.37' INV=277.52' INV=268.06' 12"RCP INV=264.14' INV=260.20' DECK N89°18'57"E 892.51' (TOTAL) 111.20'111.20'111.20'111.20'111.20'S00°41'03"E 135.00'S00°41'03"E 135.00'S00°41'03"E 135.00'S89°18'57"W 1019.60' (TOTAL) 111.20'111.20'111.20'111.20'2652752 8 0 2 8 2 283 28 2 2 8 0 280 2 7 8 276272270264262285.4 4 ' CONTROL POINT N:695413.35' E:2119053.05' EL:276.57' METAL POST EIP EIP EIP EIP EIP FORCE MAIN FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO C-6 OREGON TRAIL WATER LINE STA 30+00 TO STA 35+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N B.M. 1971, PG. 158PIN 1619952392101 OREGON TRAILFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 2TREEFO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOW EE EEEEEEEEEE E E E E E E E WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W OHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 6TREE 8MG 1TREE 2TREE 1TREE 8TREE8MG WV N/F CHARLES N. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619847756 1408 NEW BETHEL CHURCH ROAD S89°18'57"W 142.18'S19°52'33"E 219.71'S19°12'47"E 77.71' S16°46'40"E 94.34' TOC=271.71' IN=268.01' OUT=267.91' 18"RCP 6MG 6MG6MG2TREE 1TREE 265275280260CONTROL POINT N:695000.93' E:2119515.72' EL:281.27' L5 L6 L7 24PT WV ICVL8 CATV CATV S15°00'00"E 26.28' S14°40'03"E 139. 1 2 ' 3TREE SSWP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OHW265263 275280285287SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO N/F HIGHWAY 50 SOUTH, LLC. D.B. 11744, PG. 1584 B.M. 1971, PG. 158 PIN 1619952392 101 OREGON TRAIL B.M. 1971, PG. 158PIN 1619952392101 OREGON TRAILFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 2TREEFO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOW EE EEEEEEEEEE E E E E E E E WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W OHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 6TREE 8MG 1TREE 2TREE 1TREE 8TREE8MG WV N/F CHARLES N. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619847756 1408 NEW BETHEL CHURCH ROAD S89°18'57"W 142.18'S19°52'33"E 219.71'S19°12'47"E 77.71' S16°46'40"E 94.34' TOC=271.71' IN=268.01' OUT=267.91' 18"RCP 6MG 6MG6MG2TREE 1TREE 265275280260CONTROL POINT N:695000.93' E:2119515.72' EL:281.27' L5 L6 L7 24PT WV ICVL8 CATV CATV S15°00'00"E 26.28' S14°40'03"E 139. 1 2 ' 3TREE SSWP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OHW265263 275280285287SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO N/F HIGHWAY 50 SOUTH, LLC. D.B. 11744, PG. 1584 B.M. 1971, PG. 158 PIN 1619952392 101 OREGON TRAIL SS SS SS SS SS SS SS N/F HIGHWAY 50 SOUTH, LLC. FO FO FOFOFOFOGGGGGGGGGGGGGGGGGGGFO FO FOFOFOFOFOFOFOFOFOFOFF=263.62' 15TREE EEEEEEW FOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW ROW OF 3" TREES INV=258.87' 12"RCP DECK 18"RCPINV=253.40' INV=254.43' TPED 108.56'S00°41'03"E 135.00'130.00'SSSSSSSSSSSSSSSS6MG 6MG WM WM WV 2TREE 2TREE 260 2 5 5 260262259258253CONTROL POINT N:695454.70' E:2119378.35' EL:256.23' 6MG N14°19'49"W 113.46'S14°40'03"E 139.12 ' 2TREE 2TREE 2TREE TPED FOFOFOFOFOOHWOHWSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSFO FO FO FO FO FOFOFO FO FO FO FO FO FOFOFOFOSS SS SS SS SS SS SS N/F HIGHWAY 50 SOUTH, LLC. FO FO FOFOFOFOGGGGGGGGGGGGGGGGGGGFO FO FOFOFOFOFOFOFOFOFOFOFF=263.62' 15TREE EEEEEEW FOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW ROW OF 3" TREES INV=258.87' 12"RCP DECK 18"RCPINV=253.40' INV=254.43' TPED 108.56'S00°41'03"E 135.00'130.00'SSSSSSSSSSSSSSSS6MG 6MG WM WM WV 2TREE 2TREE 260 2 5 5 260262259258253CONTROL POINT N:695454.70' E:2119378.35' EL:256.23' 6MG N14°19'49"W 113.46'S14°40'03"E 139.12 ' 2TREE 2TREE 2TREE TPED FOFOFOFOFOOHWOHWSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSFO FO FO FO FO FOFOFO FO FO FO FO FO FOFOFOFOC-7 OREGON TRAIL AND NEW BETHEL CHURCH ROAD WATER LINE STA 35+00 TO STA 41+50 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N PLAN N 10'X70' SIGHT TRIANGLES N/F CHARLES N. BRYAN & WALTER C. BRYAN D.B. 7045, PG. 101 B.M. 1987, PG. 677 PIN 1619934708 0 NEW BETHEL CHURCH ROAD N/F WALTER C. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619849320 0 NEW BETHEL CHURCH ROADN/F CHARLES N. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619847756 1408 NEW BETHEL CHURCH ROAD FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO WG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GW WWWV WV ICV ICV 2TREE 8MG 8MG 8MG 6IO 8MG 8MG 6IO 8TREE 11PT 11PT 12PT 12PT 10PT 10PT 6IO 6IO 6IO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOEE E E E E E E E E EEEEEEEEEEEEEEE W W W W W W W W W W W W W W W W WWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OHWOHW 10TREE10PT 2TREE 8PT ICV TPED TPED ICV ICV 8" CEDAR TREES WV N/F WALTER C. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619849320 0 NEW BETHEL CHURCH ROAD S21°03'13"E 53.37'S25°32'17"E 51.74' S35°50' 0 2 " E 8 0 . 5 4' S29°28'39"E 9 2 . 4 6 ' S23°50'35"E 95.70' S20°29'09"E 128.45'S19°52'33"E 78.69'S19°52'33"E 219.71'S58°53'02"W 1863.64'S60°54'21"W 1423.86'OUT=291.27' 18"RCP TOC=291.60' OUT=287.70' 295 297 290285 290 297.85'297.75'SPIGOT WATER SPIGOT BFP EIR EIR L9 L10 L11 L13 L12L14 L15 L16 C1L22 L21 L19 L20 60' PUBLIC R/W WV EIR 8MG MB ESS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 288290295297297295293293298.0'297.5'INV=282.59' 18"RCP INV=282.85' 18"RCP INV=293.51' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 10'X70' SIGHT TRIANGLES N/F CHARLES N. BRYAN & WALTER C. BRYAN D.B. 7045, PG. 101 B.M. 1987, PG. 677 PIN 1619934708 0 NEW BETHEL CHURCH ROAD N/F WALTER C. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619849320 0 NEW BETHEL CHURCH ROADN/F CHARLES N. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619847756 1408 NEW BETHEL CHURCH ROAD FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO WG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GW WWWV WV ICV ICV 2TREE 8MG 8MG 8MG 6IO 8MG 8MG 6IO 8TREE 11PT 11PT 12PT 12PT 10PT 10PT 6IO 6IO 6IO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOEE E E E E E E E E EEEEEEEEEEEEEEE W W W W W W W W W W W W W W W W WWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OHWOHW 10TREE10PT 2TREE 8PT ICV TPED TPED ICV ICV 8" CEDAR TREES WV N/F WALTER C. BRYAN D.B. 1918, PG. 00-E- B.M. 1987, PG. 1407 PIN 1619849320 0 NEW BETHEL CHURCH ROAD S21°03'13"E 53.37'S25°32'17"E 51.74' S35°50' 0 2 " E 8 0 . 5 4' S29°28'39"E 9 2 . 4 6 ' S23°50'35"E 95.70' S20°29'09"E 128.45'S19°52'33"E 78.69'S19°52'33"E 219.71'S58°53'02"W 1863.64'S60°54'21"W 1423.86'OUT=291.27' 18"RCP TOC=291.60' OUT=287.70' 295 297 290285 290 297.85'297.75'SPIGOT WATER SPIGOT BFP EIR EIR L9 L10 L11 L13 L12L14 L15 L16 C1L22 L21 L19 L20 60' PUBLIC R/W WV EIR 8MG MB ESS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 288290295297297295293293298.0'297.5'INV=282.59' 18"RCP INV=282.85' 18"RCP INV=293.51' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO C-8 NEW BETHEL CHURCH ROAD WATER LINE STA 41+50 TO STA 47+50 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N 10 ' X 7 0 ' S I G H T T R I A N G L E S N/F OAK PARK INVESTORS, LLC. D.B. 16372, PG. 1303 PIN 1619915933 0 NEW BETHEL CHURCH ROAD C H A R L E S N . B R Y A N & W A L T E R C . B R Y A N 0 N E W B E T H E L C H U R C H R O A D GGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGG EEE E E E E E EE EGV 2TREE 3TREE 6MGGV 24JV WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WW W W W W W W W W W W W W W 8" CEDAR TREES WV 4MG 3TREE 5MG 5MG 3TREE 4TREE 2TREE ICV 2TREE 2TREE 6MG 5MG ROW OF 3" HOLLY TREES N/F CHARLES N. BRYAN & WALTER C. BRYAN D.B. 7045, PG. 101 B.M. 1987, PG. 677 PIN 1619934708 0 NEW BETHEL CHURCH ROAD S50°11'24"E 137.83' S45°56'26"E 109.51' S41°30'53" E 9 8 . 3 0 ' S35°5 0 ' 0 2 " E 8 0 . 5 4 'S15°09'50"W 1059 .45 'S15°09'50"W 580 .36 ' S51°30'56"E 65.36' T O C = 2 9 5 . 8 2 ' O U T = 2 9 1 . 2 7 ' 300 30 1 300 301 298 299 300 299 301.15'CONTROL POINT N:694139.29' E:2120052.49' EL:300.26' EIP PKF TPED S52°00'20"E 135.37'N43°25'42"E204.00'S52°00'20"E 92.63' L25 L26 L27 L28 L29L30C2L37 L36 L34 L33 L32 L40NEW BETHEL CHURCH RD. TPED L35 3TREE S44°48'33"E 51.86' ICV 50.24' N/F BOBBY C. RAYNOR & MARGARET F. RAYNOR D.B. 3882, PG. 103 B.M. 1987, PG. 2071 PIN 1619938515L396MG 6MG 2TREE L31 S48°53'28"E 49.83' S51°30'56"E 13.87' SSWP MB (x5) TPED EIP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSOHWOHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 293295300301 300300.5'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 10 ' X 7 0 ' S I G H T T R I A N G L E S N/F OAK PARK INVESTORS, LLC. D.B. 16372, PG. 1303 PIN 1619915933 0 NEW BETHEL CHURCH ROAD C H A R L E S N . B R Y A N & W A L T E R C . B R Y A N 0 N E W B E T H E L C H U R C H R O A D GGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGG EEE E E E E E EE EGV 2TREE 3TREE 6MGGV 24JV WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WW W W W W W W W W W W W W W 8" CEDAR TREES WV 4MG 3TREE 5MG 5MG 3TREE 4TREE 2TREE ICV 2TREE 2TREE 6MG 5MG ROW OF 3" HOLLY TREES N/F CHARLES N. BRYAN & WALTER C. BRYAN D.B. 7045, PG. 101 B.M. 1987, PG. 677 PIN 1619934708 0 NEW BETHEL CHURCH ROAD S50°11'24"E 137.83' S45°56'26"E 109.51' S41°30'53" E 9 8 . 3 0 ' S35°5 0 ' 0 2 " E 8 0 . 5 4 'S15°09'50"W 1059 .45 'S15°09'50"W 580 .36 ' S51°30'56"E 65.36' T O C = 2 9 5 . 8 2 ' O U T = 2 9 1 . 2 7 ' 300 30 1 300 301 298 299 300 299 301.15'CONTROL POINT N:694139.29' E:2120052.49' EL:300.26' EIP PKF TPED S52°00'20"E 135.37'N43°25'42"E204.00'S52°00'20"E 92.63' L25 L26 L27 L28 L29L30C2L37 L36 L34 L33 L32 L40NEW BETHEL CHURCH RD. TPED L35 3TREE S44°48'33"E 51.86' ICV 50.24' N/F BOBBY C. RAYNOR & MARGARET F. RAYNOR D.B. 3882, PG. 103 B.M. 1987, PG. 2071 PIN 1619938515L396MG 6MG 2TREE L31 S48°53'28"E 49.83' S51°30'56"E 13.87' SSWP MB (x5) TPED EIP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSOHWOHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 293295300301 300300.5'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO C-9 NEW BETHEL CHURCH ROAD WATER LINE STA 47+50 TO STA 53+50 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N N/F OAK PARK INVESTORS, LLC. D.B. 16372, PG. 1303 PIN 1619916489 0 NEW BETHEL CHURCH ROAD N/F OAK PARK INVESTORS, LLC. D.B. 16372, PG. 1303 PIN 1629032823 0 NEW BETHEL CHURCH ROAD FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOWW W W W WFO FOFOFO FO FO FO FO FO FOFOFOFOFOFO G G G G G G G G G G G G G G G G G G G G G G G G GGWV WV TPED GV WWWWWWWWWWWWWWWWW INV=294.60'299298 298 298 298 WV WV INV=295.20'18"RCPDH DH INV=293.74'S14°42'40 "W 352 .63 'S22°42'40"W 292.00 'S22°38'40"W 279.30 ' S52°00'20"E 135.37' S52°00'20"E 140.40' S52°00'20"E 130.60' N52°00'20"W 252.04' L41 L42 60' PUBLIC R/W INV=293.85' 18"RCP FOWP CATV GWP SSWP FOWPFOSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSFO FO FO FO FO FO FO FO FO FO FO 295 295 298.8'300.3'293.0'290.3'INV=296.69' INV=294.95'18"RCP SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO WWWWWWWWWWW WWWWWWWWWWWW N/F OAK PARK INVESTORS, LLC. D.B. 16372, PG. 1303 PIN 1619916489 0 NEW BETHEL CHURCH ROAD N/F OAK PARK INVESTORS, LLC. D.B. 16372, PG. 1303 PIN 1629032823 0 NEW BETHEL CHURCH ROAD FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOWW W W W WFO FOFOFO FO FO FO FO FO FOFOFOFOFOFO G G G G G G G G G G G G G G G G G G G G G G G G GGWV WV TPED GV WWWWWWWWWWWWWWWWW INV=294.60'299298 298 298 298 WV WV INV=295.20'18"RCPDH DH INV=293.74'S14°42'40 "W 352 .63 'S22°42'40"W 292.00 'S22°38'40"W 279.30 ' S52°00'20"E 135.37' S52°00'20"E 140.40' S52°00'20"E 130.60' N52°00'20"W 252.04' L41 L42 60' PUBLIC R/W INV=293.85' 18"RCP FOWP CATV GWP SSWP FOWPFOSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSFO FO FO FO FO FO FO FO FO FO FO 295 295 298.8'300.3'293.0'290.3'INV=296.69' INV=294.95'18"RCP SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO WWWWWWWWWWW WWWWWWWWWWWW C-10 NEW BETHEL CHURCH ROAD WATER LINE STA 53+50 TO STA 55+00 PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN N FO FO FOFOFOFO FO FO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W W 374.5'SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSDRAINAGE EASEMENT(B.M. 2014, PG. 1314)FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFO G G G G G G GGGGGGGGGGGGGGGGGGGGG FOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO WV EIR EIR EIR FOWP 370 365 368 370 373 368 366 4'SRFEXISTING TEMPORARYCONSTRUCTION EASEMENT(B.M. 2014, PG. 1314)VIRGINIA B. WILLIAMSB.M. 2014, PG. 13148200 HEBRON CHURCH ROADEIR EIR EIR N/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 L49 L50L48 FO FO FOFOFOFO FO FO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W W 374.5'SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSDRAINAGE EASEMENT(B.M. 2014, PG. 1314)FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFO G G G G G G GGGGGGGGGGGGGGGGGGGGG FOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO WV EIR EIR EIR FOWP 370 365 368 370 373 368 366 4'SRFEXISTING TEMPORARYCONSTRUCTION EASEMENT(B.M. 2014, PG. 1314)VIRGINIA B. WILLIAMSB.M. 2014, PG. 13148200 HEBRON CHURCH ROADEIR EIR EIR N/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 L49 L50L48 OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FOFO FOGWPGV TPED 1TREE 12TREE 12TREE 15MG 36TREEFF=373.46 ' FOFOFOFOFOFOFOFOFOFO FO FO FO FOFO FOFOFOFOFOFO FO FO FO FO FO FOFOFOFOFO FO FO FOFO FO FO FOFO OHWOHWOHW O HWOHWOHWOHWOHW OHWOHWOHWOHWOHWOHW370.4'371.27'3 6 7 . 5 3 '370.3'3 6 9 . 0 '365.9'3 6 9 . 8 ' MB MB FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GGGGGGGGGGGGGG FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO F O F O F OFOFO EIR FOWP 373 3 7 1 370 3703653708" BLOCK WALL4'SRF ASPHALT 4'SRFASPHALT 8" BLOCK WALL DOG HOUSE STEPS8201 HEBRON CHURCH ROAD N/F VIRGINIA R. STARKS D.B. 5176, PG. 318 8117 HEBRON CHURCH ROAD ZONED: R-30 N/F VIRGINIA R. STARKS D.B. 11698, PG. 2281 B.M. 1985, PG. 458 PIN 1629643858 ZONED: R-30 EIR CONTROL POINT N:695122.23' E:2125595.98' EL:366.23' CAR PORT L/ADECK8140 HEBRON CHURCH ROADN/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 S71°53'07"E 608.83'S71°53'07"E 1386.80'L37 L38 N19°56'34"E 90.88'L51 L52N21°15'53"E 179.17' OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FOFO FOGWPGV TPED 1TREE 12TREE 12TREE 15MG 36TREEFF=373.46 ' FOFOFOFOFOFOFOFOFOFO FO FO FO FOFO FOFOFOFOFOFO FO FO FO FO FO FOFOFOFOFO FO FO FOFO FO FO FOFO OHWOHWOHW O HWOHWOHWOHWOHW OHWOHWOHWOHWOHWOHW370.4'371.27'3 6 7 . 5 3 '370.3'3 6 9 . 0 '365.9'3 6 9 . 8 ' MB MB FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO GGGGGGGGGGGGGG FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO F O F O F OFOFO EIR FOWP 373 3 7 1 370 3703653708" BLOCK WALL4'SRF ASPHALT 4'SRFASPHALT 8" BLOCK WALL DOG HOUSE STEPS8201 HEBRON CHURCH ROAD N/F VIRGINIA R. STARKS D.B. 5176, PG. 318 8117 HEBRON CHURCH ROAD ZONED: R-30 N/F VIRGINIA R. STARKS D.B. 11698, PG. 2281 B.M. 1985, PG. 458 PIN 1629643858 ZONED: R-30 EIR CONTROL POINT N:695122.23' E:2125595.98' EL:366.23' CAR PORT L/ADECK8140 HEBRON CHURCH ROADN/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 S71°53'07"E 608.83'S71°53'07"E 1386.80'L37 L38 N19°56'34"E 90.88'L51 L52N21°15'53"E 179.17' C-11 HEBRON CHURCH ROAD WATER LINE STA 0+00 TO STA 6+00 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019N PLAN PLAN TPED MB CATV FF=355.36'OHWOHWOHWOHW OHW OHW OH W OH W OHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO 15TREE 18"RCPINV=351.45'FOWP FOWP 352.4 ' 351. 7'352.42'MB(X2)MB(X2) 351. 6' FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO EIP MBOHW OHWOHW365 360360353355352353355N/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 ZONING "R-30" ZONING "R-40"4'SRF4'SRF4'WFA/CUNITSTEPSDOGHOUSEN/F VIRGINIA R. STARKS D.B. 5176, PG. 318 8117 HEBRON CHURCH ROAD ZONED: R-30 N/F VIRGINIA R. STARKS D.B. 5176, PG. 318 8117 HEBRON CHURCH ROAD ZONED: R-30 N/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 EIP CONTROL POINT N:695569.27' E:2125736.644' EL:356.96'S71°53'07"E 873.00'N21°15'53"E 627.28' L35L36S21°15'53"W 648.26' INV=349.22'INV=350.90' 15"RCP INV=349.58' TPED MB CATV FF=355.36'OHWOHWOHWOHW OHW OHW OH W OH W OHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW FOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO 15TREE 18"RCPINV=351.45'FOWP FOWP 352.4 ' 351. 7'352.42'MB(X2)MB(X2) 351. 6' FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO EIP MBOHW OHWOHW365 360360353355352353355N/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 ZONING "R-30" ZONING "R-40"4'SRF4'SRF4'WFA/CUNITSTEPSDOGHOUSEN/F VIRGINIA R. STARKS D.B. 5176, PG. 318 8117 HEBRON CHURCH ROAD ZONED: R-30 N/F VIRGINIA R. STARKS D.B. 5176, PG. 318 8117 HEBRON CHURCH ROAD ZONED: R-30 N/F ROBERT ANGUS BRYAN, SR. FAMILY TRUST & JEAN BALL BRYAN D.B. 12697, PG. 2700 PIN 1629463052 8140 HEBRON CHURCH ROAD ZONED: R-40 EIP CONTROL POINT N:695569.27' E:2125736.644' EL:356.96'S71°53'07"E 873.00'N21°15'53"E 627.28' L35L36S21°15'53"W 648.26' INV=349.22'INV=350.90' 15"RCP INV=349.58' C-12 HEBRON CHURCH ROAD WATER LINE STA 6+00 TO STA 12+50 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN FO MB MB 20PT 10PT 10LI 12TREE TPED 10TREE 10TREE 4TREE 24MG 24TREE 36TREE OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHWOHWOHWOHWOHW FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO MB 15"RCPMB FOWP MB MB 18"RCP24"RCP346.7'352.50'352.74'MB FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EIP EIP EIP EIP EIP BENT EIP EIP 355 353 3603563523553503 46348 N/F FRANCES K. SEAGROVES D.B. 2413, PG. 00-E- B.M. 1986, PG. 1925 PIN 1629567572 8032 HEBRON CHURCH ROAD ZONED: R-40 N/F BEN ROGER HAGWOOD & JOYCE HAGWOOD D.B. 11189, PG. 610 PIN 1629568117 8110 HEBRON CHURCH ROAD ZONED: R-40 CAR PORT TIMBERDOGHOUSEN/F ROBERT LEE PATTERSON & NAOMI TAYLOR PATTERSON D.B. 3017, PG. 564 PIN 1629661381 8025 HEBRON CHURCH ROAD ZONED: R-20 N/F EYAD ATIYEH & NADAH JOSEPH D.B. 15799, PG. 1701 B.M. 1974, PG. 240 8101 HEBRON CHURCH ROAD ZONED: R-30 EIP EIP EIPEIP EIP BENT EIP EIP N/F THE FRANCES KELLEY SEAGROVES REVOCABLE TRUST, DATED MAY 12, 2015 D.B. 16012, PG. 456 B.M. 1983, PG. 1114 PIN 1629569573 8028 HEBRON CHURCH ROAD ZONED: R-40 CONTROL POINT N:696006.24' E:2125907.38' EL:352.46' G R A V E L D R I V E GRAVEL N/F VIRGINIO NIETO JAIMES & AGUSTIN NIETO JAIMES D.B. 15722, PG. 2779 PIN 1629662513 8021 HEBRON CHURCH ROAD ZONED: R-20 S83°56'31"E 209.00' N14°36'49"E 92.60 ' N20°10'39"E 92.77'S72°00'31"E 210.00'L30 L31 L32 S71°53'07"E 873.00'S21°17'40"W 335.54'L34L33N61°31'17"W 285.26'N06°03'2 9 " E 2 0 9 . 0 0 ' INV=346.50' INV=346.35' INV=346.34' INV=348.68'30"RCP15"RCP INV=353.98' INV=353.25' INV=351.33' INV=350.68' INV=357.87' INV=357.20' FO MB MB 20PT 10PT 10LI 12TREE TPED 10TREE 10TREE 4TREE 24MG 24TREE 36TREE OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHWOHWOHWOHWOHW FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO MB 15"RCPMB FOWP MB MB 18"RCP24"RCP346.7'352.50'352.74'MB FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EIP EIP EIP EIP EIP BENT EIP EIP 355 353 3603563523553503 46348 N/F FRANCES K. SEAGROVES D.B. 2413, PG. 00-E- B.M. 1986, PG. 1925 PIN 1629567572 8032 HEBRON CHURCH ROAD ZONED: R-40 N/F BEN ROGER HAGWOOD & JOYCE HAGWOOD D.B. 11189, PG. 610 PIN 1629568117 8110 HEBRON CHURCH ROAD ZONED: R-40 CAR PORT TIMBERDOGHOUSEN/F ROBERT LEE PATTERSON & NAOMI TAYLOR PATTERSON D.B. 3017, PG. 564 PIN 1629661381 8025 HEBRON CHURCH ROAD ZONED: R-20 N/F EYAD ATIYEH & NADAH JOSEPH D.B. 15799, PG. 1701 B.M. 1974, PG. 240 8101 HEBRON CHURCH ROAD ZONED: R-30 EIP EIP EIPEIP EIP BENT EIP EIP N/F THE FRANCES KELLEY SEAGROVES REVOCABLE TRUST, DATED MAY 12, 2015 D.B. 16012, PG. 456 B.M. 1983, PG. 1114 PIN 1629569573 8028 HEBRON CHURCH ROAD ZONED: R-40 CONTROL POINT N:696006.24' E:2125907.38' EL:352.46' G R A V E L D R I V E GRAVEL N/F VIRGINIO NIETO JAIMES & AGUSTIN NIETO JAIMES D.B. 15722, PG. 2779 PIN 1629662513 8021 HEBRON CHURCH ROAD ZONED: R-20 S83°56'31"E 209.00' N14°36'49"E 92.60 ' N20°10'39"E 92.77'S72°00'31"E 210.00'L30 L31 L32 S71°53'07"E 873.00'S21°17'40"W 335.54'L34L33N61°31'17"W 285.26'N06°03'2 9 " E 2 0 9 . 0 0 ' INV=346.50' INV=346.35' INV=346.34' INV=348.68'30"RCP15"RCP INV=353.98' INV=353.25' INV=351.33' INV=350.68' INV=357.87' INV=357.20' C-13 HEBRON CHURCH ROAD WATER LINE STA 12+50 TO STA 19+00 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN 30.00'FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFF=360.01' CATV 8LI 3TREE 3TREE 5JV 8LI 8LI MB FF=358.48' 10TREE 14TREE 4TREE 4TREE 10TREE 5TREE 12LI FF=363.43' 14PT 14PT 14PT 14PT 20PT 20PT 10PT 10PT 10PT 10PT 8PT 6TREE 12TREE 10TREE O H W O H W O H W O H W O HW O HW O H W O HW O HW OH W OH W OH W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFO FO FO FO FOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO TPED MB 10PT 10PT 3 6 4 . 4 '364.6'361.4'361.9'360.3'360.8'356.3'3 6 3 . 9 2 ' 36 3 . 8 6 ' 36 3 . 7 3 ' 36 3 . 4 4 '363.69'363.35'36 2 . 8 5 ' MB MB 6TREE FOFOFOFOFOFO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EIP EIR EIP EIP EIP EIP FOWP 12PT 5TREE MB(X5) TPED 362.53'356 361 359 360 358 359 360 36236436336236 4 363 363 N/F NARINDRADAT MANNI & SHEILA MANNI D.B. 11629, PG. 94 B.M. 1983, PG. 1114 PIN 1629578169 8004 HEBRON CHURCH ROAD ZONED: R-40 N/F MARK ANTHONY COOPER & JACKIE LYNN COOPER D.B. 3297, PG. 21 B.M. 1983, PG. 1114 PIN 1629569820 8012 HEBRON CHURCH ROAD ZONED: R-40GRAVEL GRAVELWOODED AREA STEPSSTEPSSTEPSN/F PHYLLIS S. MITCHINER D.B. 10761, PG. 781 B.M. 1982, PG. 671 PIN 1629661996 2400 SKYLINE DRIVE ZONED: R-20 N/F KEITH W. WARD D.B. 13567, PG. 2137 B.M. 1982, PG. 671 PIN 1629662871 8009 HEBRON CHURCH ROAD ZONED: R-20 N/F BEATRICE P. COOK D.B. 8327, PG. 2024 B.M. 1982, PG. 671 PIN 1629662730 8013 HEBRON CHURCH ROAD ZONED: R-20 EIP EIREIP EIP EIP EIP CONTROL POINT N:697020.10' E:2126128.66' EL:363.41' CONTROL POINT N:696547.01' E:2126103.46' EL:361.41' N/F WHITEOAK INC. OF GARNER D.B. 3159, PG. 634 B.M. 1983, PG. 1114 PIN 1629569771 0 HEBRON CHURCH ROAD ZONED: R-40 DECK N/F NARINDRADAT MANNI & SHEILA MANNI D.B. 11629, PG. 94 B.M. 1983, PG. 1114 PIN 1629578169 8004 HEBRON CHURCH ROAD ZONED: R-40 N01°30'19"E 100.00' N00°56'29"E 129.00'N01°03'19"E 60.47' N02°20'19"E 129.56'N84°52'57"W 301.70'S00°20'57"E 100.00'S00°50'03"W 99.96' L25 C1C 2 C3C4 L26L27 L28 L29 L30 L66 INV = 3 5 7 . 8 7 ' INV=360.10'INV=359.71'15"RCP INV=355.09' 15"RCPINV=355.52'30.00'FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFF=360.01' CATV 8LI 3TREE 3TREE 5JV 8LI 8LI MB FF=358.48' 10TREE 14TREE 4TREE 4TREE 10TREE 5TREE 12LI FF=363.43' 14PT 14PT 14PT 14PT 20PT 20PT 10PT 10PT 10PT 10PT 8PT 6TREE 12TREE 10TREE O H W O H W O H W O H W O HW O HW O H W O HW O HW OH W OH W OH W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFO FO FO FO FOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO TPED MB 10PT 10PT 3 6 4 . 4 '364.6'361.4'361.9'360.3'360.8'356.3'3 6 3 . 9 2 ' 36 3 . 8 6 ' 36 3 . 7 3 ' 36 3 . 4 4 '363.69'363.35'36 2 . 8 5 ' MB MB 6TREE FOFOFOFOFOFO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EIP EIR EIP EIP EIP EIP FOWP 12PT 5TREE MB(X5) TPED 362.53'356 361 359 360 358 359 360 36236436336236 4 363 363 N/F NARINDRADAT MANNI & SHEILA MANNI D.B. 11629, PG. 94 B.M. 1983, PG. 1114 PIN 1629578169 8004 HEBRON CHURCH ROAD ZONED: R-40 N/F MARK ANTHONY COOPER & JACKIE LYNN COOPER D.B. 3297, PG. 21 B.M. 1983, PG. 1114 PIN 1629569820 8012 HEBRON CHURCH ROAD ZONED: R-40GRAVEL GRAVELWOODED AREA STEPSSTEPSSTEPSN/F PHYLLIS S. MITCHINER D.B. 10761, PG. 781 B.M. 1982, PG. 671 PIN 1629661996 2400 SKYLINE DRIVE ZONED: R-20 N/F KEITH W. WARD D.B. 13567, PG. 2137 B.M. 1982, PG. 671 PIN 1629662871 8009 HEBRON CHURCH ROAD ZONED: R-20 N/F BEATRICE P. COOK D.B. 8327, PG. 2024 B.M. 1982, PG. 671 PIN 1629662730 8013 HEBRON CHURCH ROAD ZONED: R-20 EIP EIREIP EIP EIP EIP CONTROL POINT N:697020.10' E:2126128.66' EL:363.41' CONTROL POINT N:696547.01' E:2126103.46' EL:361.41' N/F WHITEOAK INC. OF GARNER D.B. 3159, PG. 634 B.M. 1983, PG. 1114 PIN 1629569771 0 HEBRON CHURCH ROAD ZONED: R-40 DECK N/F NARINDRADAT MANNI & SHEILA MANNI D.B. 11629, PG. 94 B.M. 1983, PG. 1114 PIN 1629578169 8004 HEBRON CHURCH ROAD ZONED: R-40 N01°30'19"E 100.00' N00°56'29"E 129.00'N01°03'19"E 60.47' N02°20'19"E 129.56'N84°52'57"W 301.70'S00°20'57"E 100.00'S00°50'03"W 99.96' L25 C1C 2 C3C4 L26L27 L28 L29 L30 L66 INV = 3 5 7 . 8 7 ' INV=360.10'INV=359.71'15"RCP INV=355.09' 15"RCPINV=355.52' C-14 HEBRON CHURCH ROAD WATER LINE STA 19+00 TO STA 25+00 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN 40' MINIMUM BUILDING SETBACK MB MB 8PT 4PT 24PT 24TREE FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHWOHWOHWOHWMB FF=358.48' 12LI 12LI 10LI 10LI FF=358.32' 12TREE OHWOHWOHWOHWOHWOHWOHWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO15"RCPFOWP355.7'355.5'356.4'359.7'362.26'361.86'361.34'361.36'359.60'361.58'361.87'15"RCPINV=357.94'INV=355.62'INV=358.04'INV=358.04'CATV 361.2' PKF EIP EIP EIP8LI 357 3563 5 5 362 357354361 360 361360 360 356 EXISTING 20' UTILITY& DRAINAGE EASEMENT(B.M. 1983, PG. 1114)N/F NARINDRADAT MANNI & SHEILA MANNI D.B. 11629, PG. 94 B.M. 1983, PG. 1114 PIN 1629578169 8004 HEBRON CHURCH ROAD ZONED: R-40 N/F THOMAS W. TREPICCIONE & AUDREY A. TREPICCIONE D.B. 8136, PG. 495 B.M. 1983, PG. 977 PIN 1629577682 7920 HEBRON CHURCH ROAD ZONED: R-40 N/F DANIEL STRICKLAND D.B. 15956, PG. 1306 B.M. 1983, PG. 1114 PIN 1629578364 8000 HEBRON CHURCH ROAD ZONED: R-40 ASPHALT DRIVEWOODED AREA LANDSCAPEDAREASTEPSN/F JOSEPH HAROLD ATKINSON D.B. 2094, PG. 110 PIN 1629672433 7917 HEBRON CHURCH ROAD ZONED: R-40 N/F JAMES BULLCOH & CONNIE BULLCOCH D.B. 9324, PG. 1121 B.M. 1982, PG. 671 PIN 1629671294 2401 SKYLINE DRIVE ZONED: R-20 36120.00'10.00'PKF EIP EIP EIP CONTROL POINT N:697663.53' E:2126077.26' EL:359.63'GRAVELN/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 2950, PG. 176 PIN 1629672579 7913 HEBRON CHURCH ROAD ZONED: R-40N83°49'57"W 214.95'N05°47'49"W 138. 8 1 ' N05°37'56"W 84.12 'N85°40'51"W 452.93'N05°37'56"W 247. 3 3 'S55°43'56"E 444.37'N03°50'00"W 99.92' N01°53'50"W 99.94' S05°37'56"E 323.0 2 'N78°33'57"W 571.21'L17 L25 L67 L68 L16INV=356.60'INV=357.73'24"RCPINV=357.52' 15"RCP INV=355.40' 40' MINIMUM BUILDING SETBACK MB MB 8PT 4PT 24PT 24TREE FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHWOHWOHWOHWMB FF=358.48' 12LI 12LI 10LI 10LI FF=358.32' 12TREE OHWOHWOHWOHWOHWOHWOHWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO15"RCPFOWP355.7'355.5'356.4'359.7'362.26'361.86'361.34'361.36'359.60'361.58'361.87'15"RCPINV=357.94'INV=355.62'INV=358.04'INV=358.04'CATV 361.2' PKF EIP EIP EIP8LI 357 3563 5 5 362 357354361 360 361360 360 356 EXISTING 20' UTILITY& DRAINAGE EASEMENT(B.M. 1983, PG. 1114)N/F NARINDRADAT MANNI & SHEILA MANNI D.B. 11629, PG. 94 B.M. 1983, PG. 1114 PIN 1629578169 8004 HEBRON CHURCH ROAD ZONED: R-40 N/F THOMAS W. TREPICCIONE & AUDREY A. TREPICCIONE D.B. 8136, PG. 495 B.M. 1983, PG. 977 PIN 1629577682 7920 HEBRON CHURCH ROAD ZONED: R-40 N/F DANIEL STRICKLAND D.B. 15956, PG. 1306 B.M. 1983, PG. 1114 PIN 1629578364 8000 HEBRON CHURCH ROAD ZONED: R-40 ASPHALT DRIVEWOODED AREA LANDSCAPEDAREASTEPSN/F JOSEPH HAROLD ATKINSON D.B. 2094, PG. 110 PIN 1629672433 7917 HEBRON CHURCH ROAD ZONED: R-40 N/F JAMES BULLCOH & CONNIE BULLCOCH D.B. 9324, PG. 1121 B.M. 1982, PG. 671 PIN 1629671294 2401 SKYLINE DRIVE ZONED: R-20 36120.00'10.00'PKF EIP EIP EIP CONTROL POINT N:697663.53' E:2126077.26' EL:359.63'GRAVELN/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 2950, PG. 176 PIN 1629672579 7913 HEBRON CHURCH ROAD ZONED: R-40N83°49'57"W 214.95'N05°47'49"W 138. 8 1 ' N05°37'56"W 84.12 'N85°40'51"W 452.93'N05°37'56"W 247. 3 3 'S55°43'56"E 444.37'N03°50'00"W 99.92' N01°53'50"W 99.94' S05°37'56"E 323.0 2 'N78°33'57"W 571.21'L17 L25 L67 L68 L16INV=356.60'INV=357.73'24"RCPINV=357.52' 15"RCP INV=355.40' C-15 HEBRON CHURCH ROAD WATER LINE STA 25+00 TO STA 31+00 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN MB CATV MB 20TREE 20TREE OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO359.59'359.48'15"RCPEMON EIPEIP EIP EIP EIP EIP 365368363 3 6 0 3553503 5 0 360 3 6 5 37 0 371N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2007, PG. 553 PIN 1629585022 0 HEBRON CHURCH ROAD ZONED: R-12 ZONING "RMH"N/F STANLEY EUGENE CHAVIS & DELORES ANN BUNCH D.B. 16454, PG. 746 PIN 1629681244 100 CADE SPRINGS ROAD ZONED: RMH ZONING "R-40"N/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 14184, PG. 396 B.M. 1982, PG. 509 PIN 1629673957 7905 HEBRON CHURCH ROAD ZONED: R-40 4'CLFRIPRAPEMON EIPEIP EIP EIP EIP EIP N/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 3460, PG. 522 B.M. 1982, PG. 509 PIN 1629673756 7909 HEBRON CHURCH ROAD ZONED: R-40 CONTROL POINT N:698208.33' E:2125988.74' EL:367.35' N/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 2950, PG. 176 PIN 1629672579 7913 HEBRON CHURCH ROAD ZONED: R-40 N/F SHANNON M. HIGNITE D.B. 16348, PG. 498 B.M. 2000, PG. 2198 PIN 1629588285 7900 HEBRON CHURCH ROAD ZONED: R-40 S65°41'32"E 282.87'S66°37'44"E 198.60'N00°46'15"E 53.89' N01°59'30"W 46.14' S66°38'14"E 18.98'S65°25'34"E 622.78'S58°03'24"E 548.58'N05°47'49"W 138. 8 1 ' S05°47'49"E 183. 0 8 ' S05°47'49"E 78.18 ' S05°47'49"E 161. 9 9 ' L13 L14 L15 L22L23L24L55 L58 L61L59 S04°49'35"E 48.13' S03°19'04"E 48.60' L57 L56 N04°13'02"W 43.46' INV=367.33' INV=348.27' INV=350.86'36"RCPINV=367.49' MB CATV MB 20TREE 20TREE OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO359.59'359.48'15"RCPEMON EIPEIP EIP EIP EIP EIP 365368363 3 6 0 3553503 5 0 360 3 6 5 37 0 371N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2007, PG. 553 PIN 1629585022 0 HEBRON CHURCH ROAD ZONED: R-12 ZONING "RMH"N/F STANLEY EUGENE CHAVIS & DELORES ANN BUNCH D.B. 16454, PG. 746 PIN 1629681244 100 CADE SPRINGS ROAD ZONED: RMH ZONING "R-40"N/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 14184, PG. 396 B.M. 1982, PG. 509 PIN 1629673957 7905 HEBRON CHURCH ROAD ZONED: R-40 4'CLFRIPRAPEMON EIPEIP EIP EIP EIP EIP N/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 3460, PG. 522 B.M. 1982, PG. 509 PIN 1629673756 7909 HEBRON CHURCH ROAD ZONED: R-40 CONTROL POINT N:698208.33' E:2125988.74' EL:367.35' N/F JOSEPH HAROLD ATKINSON & BETTY J. ATKINSON D.B. 2950, PG. 176 PIN 1629672579 7913 HEBRON CHURCH ROAD ZONED: R-40 N/F SHANNON M. HIGNITE D.B. 16348, PG. 498 B.M. 2000, PG. 2198 PIN 1629588285 7900 HEBRON CHURCH ROAD ZONED: R-40 S65°41'32"E 282.87'S66°37'44"E 198.60'N00°46'15"E 53.89' N01°59'30"W 46.14' S66°38'14"E 18.98'S65°25'34"E 622.78'S58°03'24"E 548.58'N05°47'49"W 138. 8 1 ' S05°47'49"E 183. 0 8 ' S05°47'49"E 78.18 ' S05°47'49"E 161. 9 9 ' L13 L14 L15 L22L23L24L55 L58 L61L59 S04°49'35"E 48.13' S03°19'04"E 48.60' L57 L56 N04°13'02"W 43.46' INV=367.33' INV=348.27' INV=350.86'36"RCPINV=367.49' C-16 HEBRON CHURCH ROAD WATER LINE STA 31+00 TO STA 37+00 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN CATV GVFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWCATV FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO 368.3'364.6'364.3'361.5'36 3 . 5 ' 36 5 . 2 '371.1'FOWP EIR EIP EIP EIP EIP EIP BENT EIR 365 3 7 0 370 365364364362365371371 GARNER ACKERMAN ROAD, LLC. MILLIE DEVELOPMENT COMPANY, L 0 HEBRON CHURCH ROAD N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2000, PG. 2198 PIN 1629588476 7824 HEBRON CHURCH ROAD ZONED: R-12 N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2007, PG. 553 PIN 1629585022 0 HEBRON CHURCH ROAD N/F B. C. RAYNOR D.B. 16291, PG. 2751 PIN 1629681649 7817 HEBRON CHURCH ROAD ZONED: R-40 N/F RALPH MCDONALD JONES, JR. D.B. 2350, PG. 664 PIN 1629681868 0 WHITE OAK ROAD ZONED: NCZONING "RMH"N/F ELLA GRACE PARRISH ELIZABETH ANN PARRISH LEWIS W. PARRISH HEIRS WILL BOOK 14-E-, PG. 207 PIN 1629682433 7825 HEBRON CHURCH ROAD ZONED: R-40 ZONING "R-40"ZONING "R-40"WOODED AREAWOODEDAREAWOODED AREA N/F B. C. RAYNOR D.B. 16291, PG. 2751 PIN 1629681649 7817 HEBRON CHURCH ROAD ZONED: R-40 N/FELLA GRACE PARRISHMATTHEW WEST PARRISHWILL BOOK 14-E-, PG. 207PIN 16296842097829 HEBRON CHURCH ROADZONED: R-40367EIREIP EIP EIP EIP EIP BENT EIR EXISTING TEMPORARYCONSTRUCTION EASEMENT(B.M. 2015, PG. 79)EXISTING PERMANENTSLOPE EASEMENT(B.M. 2015, PG. 79)CONTROL POINT N:698598.43' E:2126046.51' EL:367.32'N65°41'32"W 722.72'S65°41'32"E 386.48'S67°56'22"E 422.87'S83°39'40"W 173.98'N06°54'20"E 2 2 2 . 5 6 'S82°54'31"E 124.88'N07°05'29"E 3 8 1 . 4 0 ' S06°47'16"W 7 4 . 7 0 ' L3 L4L5 L6 L7 L19L20L21S06°52'38"W 1 0 3 . 3 8 ' S05°55'20"W 1 7 7 . 1 5 'S89°02'38"W 263.20'S05°52'56"W 59.23' S03°36'48"W 46.38' L11 L12 L55 L60L54 L18 L53 S05°55'20"W 60.23'S05°55'20"W 47.70' INV=367.52'15"RCPINV=367.47' CATV GVFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWCATV FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO 368.3'364.6'364.3'361.5'36 3 . 5 ' 36 5 . 2 '371.1'FOWP EIR EIP EIP EIP EIP EIP BENT EIR 365 3 7 0 370 365364364362365371371 GARNER ACKERMAN ROAD, LLC. MILLIE DEVELOPMENT COMPANY, L 0 HEBRON CHURCH ROAD N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2000, PG. 2198 PIN 1629588476 7824 HEBRON CHURCH ROAD ZONED: R-12 N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2007, PG. 553 PIN 1629585022 0 HEBRON CHURCH ROAD N/F B. C. RAYNOR D.B. 16291, PG. 2751 PIN 1629681649 7817 HEBRON CHURCH ROAD ZONED: R-40 N/F RALPH MCDONALD JONES, JR. D.B. 2350, PG. 664 PIN 1629681868 0 WHITE OAK ROAD ZONED: NCZONING "RMH"N/F ELLA GRACE PARRISH ELIZABETH ANN PARRISH LEWIS W. PARRISH HEIRS WILL BOOK 14-E-, PG. 207 PIN 1629682433 7825 HEBRON CHURCH ROAD ZONED: R-40 ZONING "R-40"ZONING "R-40"WOODED AREAWOODEDAREAWOODED AREA N/F B. C. RAYNOR D.B. 16291, PG. 2751 PIN 1629681649 7817 HEBRON CHURCH ROAD ZONED: R-40 N/FELLA GRACE PARRISHMATTHEW WEST PARRISHWILL BOOK 14-E-, PG. 207PIN 16296842097829 HEBRON CHURCH ROADZONED: R-40367EIREIP EIP EIP EIP EIP BENT EIR EXISTING TEMPORARYCONSTRUCTION EASEMENT(B.M. 2015, PG. 79)EXISTING PERMANENTSLOPE EASEMENT(B.M. 2015, PG. 79)CONTROL POINT N:698598.43' E:2126046.51' EL:367.32'N65°41'32"W 722.72'S65°41'32"E 386.48'S67°56'22"E 422.87'S83°39'40"W 173.98'N06°54'20"E 2 2 2 . 5 6 'S82°54'31"E 124.88'N07°05'29"E 3 8 1 . 4 0 ' S06°47'16"W 7 4 . 7 0 ' L3 L4L5 L6 L7 L19L20L21S06°52'38"W 1 0 3 . 3 8 ' S05°55'20"W 1 7 7 . 1 5 'S89°02'38"W 263.20'S05°52'56"W 59.23' S03°36'48"W 46.38' L11 L12 L55 L60L54 L18 L53 S05°55'20"W 60.23'S05°55'20"W 47.70' INV=367.52'15"RCPINV=367.47' C-17 HEBRON CHURCH ROAD WATER LINE STA 37+00 TO STA 43+00 NPROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN GV GM GM WV WV WV CATV FOWP FOWP TPED EM G G G G GGGGGGGGGGGGGGGGGWWWWWW WWW W WWWW W FO FO F OFOFOFOFO FO FO FO FOFOFOFOFO OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OH W OH W OH W OH W OH W OHWOHWOHWOHWFO FO F O FO FO FO FOFOFOFOFO365. 1' FOWP PKF GV 363365364N/F FOY ANN SMIH PERRY HEIRS WILL BOOK 2378, PG. 00-E- PIN 1629599166 2207 ACKERMAN ROAD N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2007, PG. 553 PIN 1629585022 0 HEBRON CHURCH ROAD PKF CONTROL POINT N:699001.82' E:2126096.09' EL:365.52' N/F RALPH MCDONALD JONES, JR. D.B. 2350, PG. 664 PIN 1629681868 0 WHITE OAK ROAD ZONED: NC L8 L2L9 L10 N36°25'26"E 27.93' C7 L63 L62 GV GM GM WV WV WV CATV FOWP FOWP TPED EM G G G G GGGGGGGGGGGGGGGGGWWWWWW WWW W WWWW W FO FO F OFOFOFOFO FO FO FO FOFOFOFOFO OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OH W OH W OH W OH W OH W OHWOHWOHWOHWFO FO F O FO FO FO FOFOFOFOFO365. 1' FOWP PKF GV 363365364N/F FOY ANN SMIH PERRY HEIRS WILL BOOK 2378, PG. 00-E- PIN 1629599166 2207 ACKERMAN ROAD N/F GARNER ACKERMAN ROAD, LLC. & MILLIE DEVELOPMENT COMPANY, LLC. D.B. 12740, PG. 2182 B.M. 2007, PG. 553 PIN 1629585022 0 HEBRON CHURCH ROAD PKF CONTROL POINT N:699001.82' E:2126096.09' EL:365.52' N/F RALPH MCDONALD JONES, JR. D.B. 2350, PG. 664 PIN 1629681868 0 WHITE OAK ROAD ZONED: NC L8 L2L9 L10 N36°25'26"E 27.93' C7 L63 L62 C-18 HEBRON CHURCH ROAD WATER LINE STA 43+00 to STA 44+10 N PROFILE CITY OF RALEIGH, NORTH CAROLINA OREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 I Tel: (919) 325-3500 NC License No. F-1255 © 2019PLAN DETAILBDETAILADETAILCDETAILDDETAILEDETAILFCITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-1CIVIL DETAILSNEW ASPHALT SURFACE COARSE3" MINIMUMEXISTING PAVEMENTNEW ABC 12" MIN. DEPTH1'-0"EXISTINGSUBGRADEUNDISTURBEDSOILPIPEREFER TO B/CD-1NOTES:1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH ANAPPROPRIATE SAW CUT MACHINE.2. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUALTO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL INACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.3. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.4. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT INNO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.5. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLYWITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.6. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, B/CD-1, FORADDITIONAL DETAILS.7. NO HAND PATCHING ALLOWED.8. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITEENCROACHMENT PERMIT.EXISTING ABCNOTES:1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THEINSIDE FACE OF THE SHORING AND BRACING.2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN BACKFILL.3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.4. BACKFILL SHALL BE TAMPED IN 6" LIFTS.5. ACHIEVE 95% COMPACTION IN BACKFILL.MINIMUM SIDECLEARANCE6'-0" MINUNDISTURBEDSOILBACKFILLFINISHEDGRADEO.D. OF PIPE12"12"CLABB4-6-04DHL2/14/08RESTRAININGGLANDSRESTRAINING GLANDSPAP2/17/09UNDISTURBED EARTH.7 CU. FT. CRUSHEDSTONE MIN.1'-3"x 1'-3"x 4" THICKMAIN6" MIN. BRANCH PIPE1'- 0"6" GATE VALVECONC. THRUSTBLOCKVALVE BOX2'-6' MIN.SIDEWALKCURB AND GUTTERPAVEMENTTRAFFIC FLANGE BETWEEN 2" - 6"ABOVE GRADEFIRE HYDRANT, PUMPER NOZZLE TO BE POINTEDTOWARDS FIRE TRUCK ACCESS.PROPERTYLINECOMPACTED BACKFILL(TAMPED IN 6" LIFTS)CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD FIRE HYDRANTINSTALLATION DETAILDWG. NOREVISIONSDATEREVISIONSDATEW-4MINIMUM 36" HORIZONTAL CLEARANCEFROM ANY OBJECT.NOTES:1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-963. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT4. STEEL RODS AND BOLTS SHALL BE 34" HOT DIPPED GALVANIZED5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITIONRODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THEHYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BEINSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROWANYTIME SITE WORK, CONSTRUCTION,ROAD WORK, OR ANY OTHER WORKCHANGES THE GRADE OF THE FIREHYDRANT, THE PERSON RESPONSIBLEFOR THE WORK IS RESPONSIBLE FORADJUSTING THE FIRE HYDRANT TO STAYWITHIN COMPLIANCE.3" MIN.CLEARANCE"X" BARTHRUST COLLAR3" MIN.CLEARANCE"Y" BARUNDISTURBED SOIL"C""B"O.D. PIPE "A""A""D"NOTES:1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATIONSHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.THRUST COLLAR, AND THRUST SCHEDULEREINFORCING REQUIREMENTSCITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESTHRUST BLOCKING DESIGN DATA FORWATER MAINSDWG. NO.W-7REVISIONSRRH 1-21-00D.H.L. 6-18-08DATEREVISIONSDATE5. BACKFILL TAMPED IN 6" LIFTS PERSTANDARD DETAIL W-3.6. THRUST COLLAR MUST BE FACTORYWELDED ON BOTH SIDES ALONG BOTHEDGES OF COLLAR AROUNDCIRCUMFERENCE.6" - 16"20" - 24"30" - 36"48" & greater1'-4"1'-4"1'-4"1'-8"1'-9"1'-7"1'-7"1'-7"2"3"4"6"7/8"5/8"1/2"3/8""D""A""B""C"I.D. PIPECITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD THRUST BLOCK INSTALLATION FOR 16" ANDLARGER VALVES AND DEAD END MAINSDWG. NO.W-8REVISIONSY.C.A.DATEREVISIONSDATE4-12-906-92D.W.C.RRH9-7-993-31-005.0'THRUST BLOCKING AT VALVES16" AND LARGER10.0'10.0'16" MAIN - 1 THRUST BLOCKREQUIRED, ON MAINS GREATER THAN16"- 2 THRUST BLOCKS REQUIRED.STANDARD THRUST BLOCKVALVE5.0'NOTES:1. CONCRETE SHALL BE 3000 PSI2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OFMECHANICAL JOINT FITTINGS.3. TRENCHES SHALL CONFORM TO STANDARD DETAILW-3.4. SEE STANDARD THRUST BLOCK TABLES, W-10 THRUW-11, FOR AREA OF CONCRETE REQUIRED.5. ALL BENDS AND INTERSECTIONS SHALL HAVECONCRETE THRUST BLOCKING.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD THRUST BLOCKING VIEWSREVISIONSD.W.C. DATE3-1-879-7-99REVISIONSRRHD.H.L.DATE3-31-006-18-08TEE INTERSECTIONDWG. NO.W-9THRUST BLOCKINGTHRUST BLOCKAREA90° BEND#78 STONE 6"BACKFILLCONCRETECOLLARUNLESSOTHERWISESPECIFIED INDRAWINGS DETAILBDETAILADETAILCDETAILDDETAILEDETAILFCITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-2CIVIL DETAILSREACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDSBASED ON TEST PRESSURE OF 200 P.S.I.ALL AREAS GIVEN IN SQUARE FEET.SIZE AND DEGREE OFBENDSTATIC THRUST INPOUNDSMODERATELY DRY CLAY4000 LBS/FT²SOFT CLAY 2000LBS/FT²GRAVEL/COARSE SAND1600LBS/FT²8000 LBS/FT² DRY CLAY -ALWAYS DRYSAND, COMPACT FIRM 8000LBS/FT²SAND -CLEAN DRY4000 LBS/FT²SOIL 1000 LBS/FT² QUICKSAND- VERY POORROCK - POOR10,000 LBS/FT²PLUGPLUGPLUGPLUGREACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN AVERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THETHRUST VECTOR.USE 6" - 90° BEND VALUE FOR HYDRANTS FOR ADDITIONALSAFETY FACTOR.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESDWG. NO.W-11REVISIONSD.W.C.DATE6-23-99REVISIONSDATEABB4-6-04MECHANICALJOINTRETAINERGLANDD.H.L.6-18-083/4" THREADEDSTAINLESS STEEL5' MIN.STRAPDOWNTOP OF GROUNDNO. OF RODS REQUIREDCONCRETE THRUST BLOCK AT ALL45° BENDS SEE W-10 AND W-11.ADD MECHANICAL JOINT RETAINERGLANDS THROUGHOUT ASSEMBLY.SIZE OF 45 BENDROD REQUIREMENTSSTATIC THRUST IN POUNDSCITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD VERTICAL BENDDWG. NO.W-12REVISIONSDATEREVISIONSDATE5' MINTHRUST COLLAR SEE W-10THRU W-11.STRAPDOWNWATER MAIN12" HOLEFILLED WITHCONCRETETOP OF GRADEPLASTICMARKERPOTABLE WATERCENTERLINE OFMAIN & MARKERCITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD MAIN & VALVE MARKERS FORPOTABLE & REUSE WATER IN EASEMENTSDWG. NO.W-13REVISIONSDATED.W.C.A.B.B.6-16-08D.H.L.4-19-043/4" STAINLESS STEEL(CUT TO LENGTH)GATE VALVEROD REQUIREMENTS NO. OFRODS BRANCH SIZESEE W-10 AND W-11 FORREACTION BLOCKINGCONCRETE AREA.TEENOTES:1. STEEL RODS AND BOLTS SHALL BE 3/4" STAINLESS STEEL.2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W-11 FOR CONCRETE.3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESVALVE RESTRAINT AT TEES AND CROSSES FOR LINES(4"-24")DWG. NO.W-15REVISIONSDATEVALVE SIZE "X"30" ORGREATERECCENTRIC TOP WITH COVER OPENINGOVER ACTUATOREXISTING GRADENUT TYPEACTUATORCITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESBUTTERFLY VALVE MANHOLE DETAIL FOR 16" & LARGER MAINSDWG. NO.W-16 DETAILBDETAILADETAILCDETAILDCITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-3CIVIL DETAILS4-15-04SEE STANDARD W-18 FORCOVER DETAILS.FINALCOURSECONCRETEPAD8-16-07CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIESVALVE BOX INSTALLATIONAND EXTENSION DETAILDATEREVISIONSDHLDATE9-7-993-31-00REVISIONSD.W.C. RRHDWG. NO.W-17STANDARD VALVE BOXBOTTOM SECTIONSTAB-IN C.I. OR D.I.PIPE GASKETTAMPEDBACKFILLWATER MAINVALVEVALVEBOXUSE 5" SOIL PIPE FOREXTENSIONSPAVEMENTDOMESTICCASTINGNOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL VALVES.NO PRECAST CONCRETE DOUGHNUT ALLOWED.APPROVED METHOD FOR EXTENSION OF VALVE BOXSTANDARD VALVE BOXTOP SECTION TO BESLIDE SECTIONSECTION VIEWPLAN VIEWBOTTOM VIEWNOTE 1 - "WATER" LETTERING MUST BE 1" RAISED (RECESSED FLUSH)NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD REQUIREMENTS.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES5 1/4" VALVE BOX DROP LIDWITH 4" SKIRTDWG. NO.W-18A.B.B.4-8-04NOTES:1) ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST2) FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS.3) COVER SHALL WEIGH A MIN. OF 120 LBS.4) MANHOLES WITHIN PAVED SURFACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH S-29.D.H.L.6-18-08MANHOLE FRAME AND COVERCOVER 120 LBS. MINIMUMLAGSHIELDS MAY ONLY BEUSED IN ROADWAYAPPLICATIONS.DWG. NO.W-20REVISIONSDATEREVISIONSDATECITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD MANHOLE COVERDETAILEDWG. NO.W-19REVISIONSREVISIONS RRHDATE12-31-916-7-00TRASH HOODX" CURB STOP BALL VALVEADAPTERX" MECHANICAL JOINT BRASS PIPE AND FITTINGSX" TYPE "K", SOFT COPPER WITH FLARED ELBOWCORPORATION COCK6" DIAMETER DRAINGROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAINPIPE CAPX"-GATE VALVE2. THE AIR RELEASE MANHOLE SHALL BEINSTALLED IN THE SHOULDER OR AS DIRECTED BYTHE ENGINEER.3. FOR MAINS LOCATED OUTSIDE OFSTREET RIGHT-OF-WAYS THEMAXIMUM DISTANCE BETWEEN THEMANHOLE AND THE VALVE BOX SHOULDBE THREE (3) FEET.4. MAIN SHALL BE DEEP ENOUGH TOACCOMODATE INSTALLATION AS SHOWNSEE STANDARD DETAIL W-3 TO INSURE PROPER BACKFILL.DETAILFStation Location 1+70 3" ComboAir Valve SizeAir Valve Type 4+22 3" Combo 9+40 3" Combo 30+00 6" OR MODEL 56 ComboAIR VALVE SCHEDULE TABLE 12+10 3" Combo 51+28.74 3" Combo 45+00 6" OR MODEL 54 Combo 38+36.56 3" Combo 21+33.61 3" Combo 2+89.96 3" ComboCITY OF RALEIGHPUBLIC WORKS DEPARTMENTREVISIONSDATE: 9/1/13NOT TO SCALESW-20.01STEEL POST FRONT VIEW SIDE VIEW2'-0"3'-0"26"FILL SLOPE GRADE WOVEN WIRE FABRIC VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE SILT FENCE FABRIC INSTALLED TO SECOND WIRE FROM TOP MIN. 12-1/2 GA. INTERMEDIATE WIRES MIN. 10 GA. LINE WIRES 1. 2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. NOTES: 3. 4" MIN SILT FENCE GEOTEXTILE FABRIC* SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. PLASTIC OR WIRE TIES 6" MIN MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6-9 MONTHS STANDARD TEMPORARY(SEDIMENT/SILT) FENCEDETAILG DETAILADETAILCDETAILFCITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-4CIVIL DETAILSCONCRETE PAD AROUNDVALVE AT FINISHED GRADECONCRETEBLOCKING6"X8'X8' CONCRETEPAD DIRECTED TONATURAL DRAINAGEAREA (SEE NOTE #3)#67 WASH STONE(SEE NOTE #1)4" DIA. WATERMAIN MARKERTOP OF CONCRETEMAX.10.0'BLIND FLANGEWITH TWO BOLTSA.B.B.4-13-04MIN. 2 X DIAMETERDHL8-16-07MAIN SIZE END PIPE SIZE6" - 12" 6" MIN.16"+ APPROVED BY CORPUDCITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESPERMANENT WATER MAINBLOW OFF ASSEMBLYDATEREVISIONSDATE12-28-99REVISIONSD.W.C.DWG. NO.W-22 BLOW OFF VALVE6" MIN.FLOWCITY OF RALEIGHPUBLIC WORKS DEPARTMENTDATE: 9/1/13REVISIONSNOT TO SCALESTEEL POSTFRONT VIEWSIDE VIEW2'-0"3'-0"32" MIN. WIDTH26"WOVEN WIRE FABRIC40"WARNING SIGN DETAILDO NOT ENTERTREE PROTECTION AREA3"4"3"4"4"18"NOTES:VARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADEMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRESTREE PROTECTION AREADO NOT ENTERORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGNORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGNPLASTIC ORWIRE TIES1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.THIS TREE PROTECTION FENCE DETAIL IS REQUIREDFOR PROTECTION OF TREE CONSERVATION AREAS(UDO ARTICLE 9.1. TREE CONSERVATION) AND FORCREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E.)7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.STANDARD TREECONSERVATION AREAFENCE DETAILTC-02DETAILDDETAILESW-20.24FRONT VIEW HARDWARE CLOTH FILTER OF #57 WASHED STONE BURY WIRE FENCE, FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH. SILT FENCE4' MIN SECTION VIEW TOP OF SILT FENCE MUST BE AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE. NOTES: 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. STEEL POST WOVEN WIRE FABRIC 3' FILTER FABRIC APRON ON GROUND BURY 6" UPPER EDGE OF FILTER FABRIC APRON IN TRENCH 2:1 16"MIN BURY WIRE FENCE AND HARDWARE CLOTH 6" 4" STEEL POST SET MAX 2' APART MIN 2' INTO SOLID GROUND CITY OF RALEIGHPUBLIC WORKS DEPARTMENTREVISIONSSTANDARD SILTFENCE OUTLETDATE: 1/11/2012DRAWN BY: WDPWDP 10-9-2012DETAILBNOTES:1. MAINTENANCE SHALL OCCUR WHEN NECESSARY. SILT FENCE SHALL BE REPLACED EVERY 6 MONTHS AND POSTS SHALL BE INSPECTED TO ENSURE STRUCTURAL INTEGRITY. SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL MAINTENANCE ISSUES SHALL BE CORRECTED AT THAT TIME.2. SILT FENCE SHOULD BE A MINIMUM OF 5 FEET FROM THE TOE OF SLOPE. CITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-5CIVIL DETAILSDETAILFDETAILADETAILBDETAILEDETAIL DETAILGDETAILCDETAILD DETAILBCITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-6CIVIL DETAILSCONCRETE PAVER2 3/8" (60 MM) MIN. THICKNESS1" TO 1 1/2" (25 - 40 MM)COMPACTED BEDDING SANDCOMPACTED AGGREGATE BASE4" (100 MM) MIN. THICKNESSCOMPACTED SOIL SUBGRADECONCRETE CURBSET 1/4" (7 MM) BELOW TOP OF PAVERSVARIES CONCRETE PAVER2 3/8" (60 MM) MIN. THICKNESS1" TO 1 1/2" (25 - 40 MM)COMPACTED BEDDING SANDCOMPACTED AGGREGATE BASE4" (100 MM) MIN. THICKNESSCOMPACTED SOIL SUBGRADEALUMINUM EDGE RESTRAINTAND CONTROL JOINTS @ 15' (4.58 M) OCCITY OF RALEIGHPUBLIC WORKS DEPARTMENTREVISIONSNOTES:1. BRICK OR CONCRETE PAVERS ALLOWED ONLY UNDER SPECIAL CONDITIONS.2. THICKNESS OF BASE MAY VARY WITH SUBGRADE/TRAFFIC CONDITIONS.3. SCATTER SAND OR SCREENINGS OVER COMPLETE WORK AND SWEEP INTO CRACKS.4. CONCRETE PAVERS SHOULD CONFORM TO REQUIREMENTS OF ASTM C-1319. BRICK PAVERS SHOULD CONFORM TO REQUIREMENTS OF ASTM C902-955. SEE CITY OF RALEIGH CODE SECTION 10-7001 (D) FOR CONDITIONS UNDER WHICH CONCRETE / BRICK PAVERS ARE ALLOWED.DATE: 9/1/13CONCRETE/BRICK PAVERSIDEWALK DETAILNOT TO SCALESECTION 1SECTION 2BRICK ORBRICK ORGALVANIZED STAKEREFER TO MANUFACTURER'SRECOMMENDATION FORINSTALLATIONT-30.03DETAILD FLOWDITCHLINEWOODEN STAKE8" FABRIC STAPLE18"18"6" COVERDATE: 9/1/13SW-20.23CITY OF RALEIGHREVISIONSNOT TO SCALEPUBLIC WORKS DEPARTMENTSECURE PERMANUFACTURER'SRECOMMENDATIONEXISTINGROADWAYTEMP. INLETPROTECTIONEXISTINGABCPROPOSED OPENTHROAT CATCH BASINEXISTINGROADWAYEXIST / PROPCURBPLAN W / INLETINLET PROTECTION - COR BOXCROSS SECTIONWOODEN STAKE WITH WATTLEANCHORED TO THE TOP12" DIAMETER STRAWFILLED WATTLEDITCHLINEFILTER FABRICOR DITCH LINER12" DIAMETER STRAW FILLED WATTLEFASTENED TO WOODEN STAKEBY NAIL OR STAPLEFILTER FABRICOR DITCH LINERNOTES:1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE.PROFILE VIEW10-20-2016WATTLE / INLETPROTECTION DETAILEXIST / PROP OPENTHROAT CATCHBASIN COVERDETAILEDETAILCDETAILAMAINTENANCE:CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS. CITY OF RALEIGH, NORTH CAROLINAOREGON TRAIL WATER TRANSMISSION MAIN PROJECT ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 I Tel: (919) 325-3500NC License No. F-1255© 2019 CD-7CIVIL DETAILSEXISTING ROADWAY6" MIN.35' MIN.50' MIN.NEW CONSTRUCTION15' MIN.12" MIN.FABRIC UNDER STONEPLANCROSS SECTIONNOTES:CONSTRUCTION ENTRANCECITY OF RALEIGHPUBLIC WORKS DEPARTMENTREVISIONSDATE: 9/1/131. PUT SILT FENCE OR TREE PROTECTION FENCE UP2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS25' OR FULL WIDTH OF PROPOSED STREETOR ENTRANCE, WHICHEVER ISGREATER.2" - 3" STONE TO BE USED( SURGE STONE ORRAILROAD BALAST )BUT SUFFICIENT TO KEEPSEDIMENT ON SITEEXISTINGROADWAYCONSTRUCTIONENTRANCENOT TO SCALESW-20.09TO ENSURE CONSTRUCTION ENTRANCE IS USED.THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELINGOVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITYWILL CLEAN THE AREA AND INVOICE THE FINANCIALLYRESPONSIBLE PERSON AS INDICATED ON THE FINANCIALRESPONSIBILITY FORM.DETAILCDETAILBDETAILDSW-20.20DATE: 8/1/18REVISIONSNOT TO SCALECITY OF RALEIGHSTANDARD DETAILBAFFLE (TYP.)FIRST CHAMBER25% OF SURFACE AREASECOND CHAMBER25% OF SURFACE AREAEXTEND BAFFLES UP SIDES ASTO NOT ALLOW FLOW AROUNDTHE ENDS.INLET FLOWSUPPORT ROPETO WIRE TOPREVENT SAGGING4'MAXSUPPORT POST24" INTO BOTTOMOR SIDESDESIGN LIFE OF FABRICIS 6-12 MONTHS(PIPE OR DITCH )3' MINSPILLWAY 5' CRESTWIDTHSTONE ENERGYDISSIPATOR40 MIL HDPE LINERSEE NOTE 3EMERGENCYSKIMMERTETHERCOMPACTED EARTHENDAMINLET ZONE 25%OF SURFACE AREACOIR MESH OR JUTE, TRENCHEDINTO BOTTOM AND SIDESTAKE TOSUPPORT WIREDESIGN CRITERIAPERSPECTIVE VIEWBAFFLE DETAILSKIMMER100 ACRES MAX.1800 CUBIC FEET PER ACRE OF DISTURBED AREA2:16:12 FEET24 HOURS3 MINIMUM3 YEARS MAXPRIMARY SPILLWAY:MAXIMUM DRAINAGE AREA:MINIMUM SURFACE AREA:MINIMUM L/W RATIO:MAXIMUM L/W RATIO:MINIMUM DEPTH:DEWATERING MECHANISM:MINIMUM DEWATERING TIME:BAFFLES REQUIRED:DESIGN LIFE:DAM HEIGHT:MINIMUM SEDIMENT STORAGE VOLUME:POINT OF DOWNSTREAM TOE.15 FEET OR LESS FROM TOP OF DAM TO LOWSUMMARY:TEMPORARY SEDIMENT BASINSKIMMER ATTACHED TO BOTTOM OF RISER435 SQUARE FEET PER CFS OF Q25 PEAK INFLOWSEE NC DENR EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL.NOTE: BASINS LESS THAN 20' IN LENGTH MAYUSE 2 BAFFLES.OUTLET ZONE 25% OF SURFACE AREASEDIMENT BASINSTABLE TRANSITIONREQUIRED TO THEBASE OF THE SLOPENOTES:1. LOCATE SEDIMENT INFLOW TO THE BASIN AWAY FROM THE DAM TO PREVENT SHORT CIRCUITS FROM INLETS TO OUTLETS2. BASINS MUST BE STABILIZED IMMEDIATELY UPON CONSTRUCTION AND PRIOR TO SITE INSPECTION APPROVAL3. THE EMERGENCY SPILLWAY IS TO BE INSTALLED IN UNDISTURBED GROUND (NOT OVER THE SKIMMER PIPE).DETAILARIPRAPPADMAINTENANCEINSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN ITACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN ANAREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLETFOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRISFROM THE RISER AND POOL AREA.FRONT VIEWPERSPECTIVE VIEWEND VIEWARM ASSEMBLY"C" ENCLOSUREPVC ELBOWWATER SURFACEBOTTOM SURFACESCHEDULE 40PVC PIPEORIFICEPLATEPVC TEEPVC VENTPIPESCHEDULE 40PVC PIPEFLEXIBLEHOSEPVC ENDCAPPVC PIPEUNDERSIDEPVC TEEPVC ENDCAPWATER ENTRYUNITDATE: 8/1/18NOTE: SKIMMER TO BE TETHEREDSEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.SW-20.191/2" HOLES INREVISIONSNOT TO SCALECITY OF RALEIGHSTANDARD DETAILRIP-RAP PADREQUIREDUNDER SKIMMERSKIMMERDETAILEMAINTENANCEINSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIRIMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OFTHE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THEENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLDDOWN THE SKIMMER.REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP ANDDOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVETHE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BYFLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY.CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALLNECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEPRIS FROM THE SKIMMER AND POOL AREAS.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOLD BE TAKEN IN THE WINTER TO PREVENT THESKIMMER FROM PLUGGING WITH ICE.