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Home My WebLink About20180839 Ver 1_R-5014_Utility Drawings_20180807TIP PROJECT:R-5014-Y2- D O C U M EN T N O T C O N SID ER ED FIN A L U N LESS A LL SIG N A TU R ES C O M PLETED 4 5 67 8 9 1 0 1 1 12 13 1 4 15 1 6 1718 19 20 TO N C 12 -Y3-- Y4- -Y5 - - Y 1- EN D DEAD MARSHY R IDGE RD WA TE RSE D G E D R U S 158 C R O A T A N H WY -L- PO T STA. 11+00.00 BEG IN TIP PRO JECT R-5014-Y3A--Y3B--Y3C-COLINGTON POINT-L- PO T STA. 240+00.00 EN D TIP PRO JECT R-5014 -L- PO C STA. 90+00.64 BEG IN EXIST. BRIDG E -L- PO C STA. 91+89.27 EN D EXIST. BRIDG E TO W ER LN CO LIN G W O O D LN -L- PO C STA. 147+22.84 BEG IN EXIST. BRIDG E EN D EXIST. BRIDG E -L- PO C STA. 152+34.13 -Y1A- SUNRISE CRO SSING DR SANDPIPER RDBAY H AW K K ITTY B A YKITTY H A W K -Y5- PO T STA. 10+70.00 BEGIN CO N STRUCTIO N -Y4- PO T STA. 10+15.00 BEG IN CO N STRUCTIO N -Y3C- PO C STA. 11+00.00 EN D CO N STRUCTIO N -Y3B- PO T STA. 11+92.00 BEGIN CO NSTRUCTIO N -Y3A- PO T STA. 11+60.00 BEGIN CO NSTRUCTIO N -Y3- PO C STA. 11+00.00 BEGIN CO NSTRUCTIO N -Y2- PO T STA. 10+15.00 BEGIN CO NSTRUCTIO N -Y1A- PO T STA. 11+70.00 BEGIN CO NSTRUCTIO N -L- CO LIN G TO N RD. KI LL DEVI L HI LLS CI TY LI MI TS KILL DEVIL HILLS V E T E R A N S D R MU S T AI N A V E BERM U D A BAY BLVDBAUM BAY DRKING CTKN IG HT CT Q U EEN CT IS L AND DRSABER CT R-5014 PRO JECT O F TIP NO T PART R-5014PROJECTOF TIPNOT PART -LA- PO T STA. 111+67.50 (AH) -L- PC STA. 111+67.50 (BK) = -L- PT STA. 120+05.14 (AH) -LA- PO T STA. 120+03.07 (BK) = P O ND NL NL 45 1001 VICIN ITY M AP 12 Coli ngt on RdO cean Bay Blvd Williams DrSchool House Rd 1217 1217 1490 1491 1219 1217 1534 1535 K ill D evil H ills Pop. 6,282 Colington STATE NATURAL AREA RUN HILL A irpo r t F ligh t F irst 158 KITTY HAW K W OODS COASTAL RESERVE PRO JECT BEG IN NATIONAL MEMORIAL W RIGHT BROTHERS PRO JECT EN D N Virginia Dare Trl S Croatan H w y N Croatan H w y C oli ngt onRdWat er's Ed g e Rd M arshyR i d ge R dBaum Bay Dr1452 BU ZZARD BAY SO U N D ALBEM ARLE BAY KITTY H AW K DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 09/08/9903-APR-2018 16:55R:\Utilities\Engineering\NEU\Permit Plans and Narrative\R-5014FinalNEUPlans1803013\R-5014_Ut_tsh_UE1_psh.dgn$$$$USERNAME$$$$ INDEX OF SH EETS SHEET NO. STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS T.I.P. NO. CROATAN H IGH W AY IN KILL DEVIL H ILLS LOCATION: SR 1217,COLINGTON RD. FROM DEAD END TO US 158 AND CATV TYPE OF W ORK: RELOCATION OF W ATER, POW ER, PH ONE DARE COUNTY 0 0 0 PRO FILE (HO RIZO N TAL) GRAPH IC SCALES PLAN S PRO FILE (VERTICAL) 0 00 50 50 50 50 2010510 25 100 25 100 XX DEPART ME NT OF TRA NSPORTATION STATE OF NORTH CAROLI NAUTILITIES REGIONAL ENGINEER UTILITIES ENGINEER UTILITIES COORDINATOR UTILITY OW NERS W ITH CONFLICTS FAX (919) 250-4151 PHONE (919) 707-6690 RALEIGH NC 27699-1555 1555 M AIL SERVICES CENTER DIVISION OF HIGHW AYS UTILITIES UNIT UTILITIES AREA COORDINATOR R-5014 UE-1 NEU ENVIRONM ENTAL PERM IT PLANS (E) CATV - CHARTER (D) TELEPH ONE - CENTURYLINK (C) POW ER - DOM INION POW ER (B) W ATER - KILL DEVIL HILLS (A) W ATER - DARE COUNTY W ATER BO H EM PHILL P.E. KYLE PLEASANT LARRY JAM ES JR. KELVIN M ARTIN SHEET NO.: UE-1 UE-2 THRU UE-7 NEU PLAN SH EETS NEU TITLE SH EET DESCRIPTION: UE-8 THRU UE-16 NEU PROFILE SH EETS NA 2011NAD 83/ 1SFD1SFDS2SFD CONC CONC 60" WD1SFBUS72" WD72" VINYL 72" VINYL GRGR1SM TLBUS72" CHLW A T E R T OW E RELECTRIC BLD 72" CHL72" CHLH T R BU S W D R A M PCO N C8’WDPOND1SFD SGRS1SFD CONCCONCHT R 2SFD2SFD GRGRSFLAG POLE GENERATOR CONC1SFBUS SWD RAMP SWD BULKHEADWD BULKHEAD1SBUS WD RAM PINV=-2.30’INV=-1.80’36" CMP INV=-1.42’INV=-1.84’SOIL SOIL CONC CONC CONC CONC CONCTOWER LANE 18.8’ BSTGR GRGR GR COLI N G TON RD 36.0’ BSTCOL INGTON RD 21 .9 ’ BST COLINGTON RD 21.9’ BST 45 .00 ’ 50 .00 ’PCG , SL 213 BUFFER OPEN SPACE 2 .50 ’PCG , SL 213 BUFFER OPEN SPACE 2 .50 ’CM CM MARKER OPTIC FIBER MARKER WATER MARKER WATER MARKER WATER MARKER WATER MARKER WATER MARKER WATER FIELD DRAIN FIELDDRAIN ST FIELDDRAINFIELDDRAINSTST HDPE(2) 8" INV.=6.00’ INV.=6.09’ INV.=10.47’ INV.=10.65’INV=0.54INV=0.62HDPE(2) 12" INV=-0.04INV=-0.01CAMACAMACAMACAMA404CAMA404404PB C - PG 167A PB C - PG 167A GARY LEE KENNEDY DB 158 - PG 88 PB C - PG 178I NANCY K. BALONIS DB 1074 - PG 81 TERRY BEASLEY DB 864 - PG 210 PB C - PG 111A WILLIAM T. CAROON DB 1417 - PG 101 PB C - PG 111A JANE C. BALDWIN DB 124 - PG 651 DB 36 - PG 299 JASON B. HILL DB 38 - PG 99 DB 1695 - PG 27 DB 1570 - PG 152 PB G - PG 212 SHINGLE LANDING OF COLINGTON CORP. GARLAND H. DUNSTAN, JR. DB 1727 - PG 90 SHI NGLE LANDI NG OF COLI NGTON CORPDB 1614 - PG 72EDWARD G. COLLIER DB 1703 - PG 256 PB G - PG 188 HARBRINGER LAND & TIMBER, LLC DB 1932 - PG 176 PB I - PG 72 ISABEL LOPEZ BLANDINA LOPEZ RICHARD A. COHEN DB 1935 - PG 43 PB C - PG 167A DB 2110 - PG 24 MONIKA C. TTEE PIRRONE ALAIN J. TTEE PIRRONE DB 1936 - PG 351 JUNE E. BEASLEY LEWIS R. BEASLEY DB 2114 - PG 735 JOSEPH JONES JR. US CELLULAR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS 3/29/2018P:\JOBS\0659\082\R-5014\Utilities\permits\R5014_UE2_psh.dgn1:42:23 PM8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83/NA 2011 SEE S HEET 6MATC H LINE -L- ST A. 53+00.00 SEE SHEET 8MATCH LINE -L- STA. 66+50.00SHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 R-5014 UE-2 KSM KSM BH BH 55+0060+0065+00GREU, TL-2 GREU, TL-2GREU, TL-2 GREU, TL-2 23 24 25 26 27 30 31 32 33 34 35 36 28 29 40 37 PARKING LOT LIGHTS FOR IN CONDUITIN CONDUIT IN CONDUIT I N CONDUI TIN CONDUIT 8" UNK 12" UNK 12" UNK 8" UNK 8" UNK1 2" UNK12" UNK8" UNK6" UNK6" UNK6" UNK6" UNK8" UNKCCCCCCCCEOI EOI 12" UNK 8" UNK EOI EOI BOX CABLE EOI BOX POWER EO IBOXPOWERWATER MAIN PROPOSED 12 INCH REM REM REM ADJUST CABLES CENTURYLINK TO REM REM REM REM ABANDONED REM REM CABLES AND FIBER SPECTRUM UNDERGROUND TEL PED ABANDONED TELEPHONE PED CENTURYLINK APPROX STA. 65+10 BEGIN BORE SP-1 STA. 10+00 -L- STA. 53+75 BEGIN BORE SP-1 STA. 53+43 -L- STA. 58+00 END BORE 11+00 10+50 11+50 12+00 13+00 12+50 14+00 13+50 C F C F C F C F C F C F C F C F F F C C F C F F FFFFFFFCFFFFFFFFFFC F F F CCFCCCC C MTLMTL RIP RAPRI P RAP RIP RAPRIP RAP WD BULKHEAD MTL MTL RIP RAP BLK BULKHEAD BL K B UL K HE A D 1SFD BST BST C O LIN GT O N FIRE DEPT S B 1S F D1S F D GRMTL BST PATHSDK S OI L4 8 " WD48" WD S 2SF D 2 S F DCONCDKSTAIRS 36" WD 72" WD S DK CONC 1S F D1SF D DK36" WD2SF D SSS SOI LCONCCONCBSTBSTLOVER LN 18.7’ BST B S TGR GRGRCURB CURB CONCGR SOIL SOIL GRCURB BST COLINGTON RD 26.4’ BST 60.00’ MARKER WATER MARKER WATER MARKER WATER MARKER WATER MARKER OPTIC FIBER WILLIAMS DR 18.0’ BST RD 18.0’ BS T S CHOOL HOUS E FUNNEL DRAIN DIR. ONLY FUNNEL DRAIN DIR. ONLY FUNNEL DRAIN DIR. ONLY 45 MTL RIP RAP MTLBST PATH CURB COLINGTON RD 26.4’ BST JLS PROPERTIES, LLC DB 1716 - PG 87 GARY D. CRANE, JR. DB 1588 - PG 286 DB 1244 - PG 276 EVELYN G. CARLISLE DB 1678 - PG 235 PB G - PG 202 EVELYN G. CARLISLE DB 1678 - PG 235 PB G - PG 202 ROCKY D. MIDGETTE DB 1560 - PG 261 DB 1652 - PG 275 TANYA TILLETT CROW DB 786 - PG 561 PB C - PG 198D COUNTY OF DARE DB 1673 - PG 406 PB G - PG 190 LGI LAND NC, LLCDB 1673 - PG 409PB G - PG 190COLINGTON CREEK, LLC DB 1545 - PG 196 DAVID A. SHAW DB 1851 - PG 354 PB G - PG 264 DB 2111 - PG 614 LIBERTY CHRISTIAN FELLOWSHIP DB 2111 - PG 614 LIBERTY CHRISTIAN FELLOWSHIP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 8 MATCH LINE -L- STA. 80+00.00 SEE S H EET 10MAT C H LI N E -L- ST A. 93+00.00NAD 83/NA 2011REVISIONS 4/5/2018P:\JOBS\0659\082\R-5014\Utilities\permits\R5014_UE3_psh.dgn11:51:26 AM8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 R-5014 UE-3 KSM KSM BH BH 85+0090+00GREU, TL-3 GREU, TL-3 44 45 46 47 48 49 44A F C F C C C F FCFCFCC C C C FF F F F F F F F F F F F F C F C C C F F F F F FFFF18" RCP-IV 18" RCP-IV CURB CUT PROPOSED 404404404404404404404C A M A CAMA CAMA 404 M i t i gat i on Si t eC ol l i ngt on C ut GREU, TL-3 F F F F F CAMA REM IN CONDUIT IN CONDUIT 8" UNK 12" U N K 8" UNK 12" UNK 12" UNK 8" U N K 8" UNK 6" UNK 6" UNK 6" UNK12" UNK 12" UNK H H C C EOI EOI EOI EOI EOI EOI EOI 12" UNK L -S T A. 88+52B E G IN B O R E A T 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+504+004+50 SEE S H EET 10MAT C H LI N E -L- ST A. 93+00.00 SEE SHEET 8 MATCH LINE -L- STA. 80+00.00 PROPOSED 12" WATER MAIN BEGIN BORE AT L-88+52 SITE 1 HANDCLEARING IN WETLAND =0.03 ACRES HC HC CLEARING DENOTES HAND WATER MAIN PROPOSED 12 INCH L -S T A. 88+52B E G IN B O R E A T 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+504+004+50 SEE S H EET 10MAT C H LI N E -L- ST A. 93+00.00 SEE SHEET 8 MATCH LINE -L- STA. 80+00.00 PROPOSED 12" WATER MAIN BEGIN BORE AT L-88+52 SITE 1 HANDCLEARING IN WETLAND =0.03 ACRES HC HC CLEARING DENOTES HAND WATER MAIN PROPOSED 12 INCH REM REM TEL PED REM TEL PED TEL PED TEL PED ABANDONED TEL PED TELEPHONE PED CENTURYLINK JOINT OVERHEAD LINE DOMINION AND SPECTRUM REM ABANDONEDTELEPHONE CABLES CENTURYLINK UNDERGROUND GR 36" WD 1SBUS S 1SFD 1SFD 1SFD HTR S WD PIER 36" WD 36" WDS SFLOWER BED FLOWER BED C O NCBST 4 8" ROPEFI SH HOUSE36" WDWD PIERHTR72" WD 48" CHL 2SFDGHTRMTLM TLS MTL MTL 1SFD DKGR36" ROPE36" ROPE CONCGR7 2 " WDSWD PI E R CONC CRABPOTSS CONC MTL DKDKDKARBORS BST1SFD 48" CM PINV =-3.82’INV=-3.15’CONCSOIL BSTBS TBST B S T GRGRGRGR GRGRGRGR GR GRGR CURBCURBCURB COLINGTON RD 22.1’ BST CONC C&GCONC C&G60.00’CM 1 5 ’ EASEMENT P CC, SL1 9 7 A10’ E AS E ME N T P C C, S L19 7 A ACCESS EASEMENT PCE, SL34550.00’ MARKER WATER MARKER WATER MARKER WATER MARKER OPTIC FIBER MARKER WATER MARKER WATER MARKER WATER MARKER POWER INV=-4.02’INV=-3.22’19.0’ BST COLINGTON POINT FIELDDRAIN 6 0 " CMP CAM AC A MA C A MA C A MA C A MA C A MA C A MA 404 404 C A MA DAVID A. SHAW DB 1851 - PG 354 PB G - PG 264 COLINGTON CREEK, LLC DB 1545 - PG 196 COLINGTON CREEK, LLC DB 1545 - PG 196 PB E - PG 345 REGINA OUTLAW ZEINER DB 1810 - PG 242 PB E - PG 345 WILLIAM JOSEPH MEYERS, JR. DB 1875 - PG 89 PB C - PG 197A CODY JACOB HUDOCK DB 1798 - PG 164 GARY GENE BEASLEY DB 1071 - PG 37 DB 1591 - PG 86 MARK D. NUNEMAKER DB 1615 - PG 366 PB C - PG 197A DB 1539 - PG 223 COLINGTON VENTURES DB 1880 - PG 59 PB C - PG 197A PB C - PG 122D BRANDON BEASLEY DB 1832 - PG 450 PB G - PG 399 DUNSTAN, JR. GARLAND H. 59 58 65 66 53 PB G - PG 300 DB 1702 - PG 237 DEVELOPERS, LLC COLINGTON POINT PB G - PG 300 DB 1677 - PG 203 DEVELOPERS, LLC COLINGTON POINT PB D - PG 398 DB 1390 - PG 278 MAYNARD R. OUTLAW PB D - PG 398 DB 1164 - PG 389 JASPER DONNIE GAMIEL DB 365 - PG 842 JANICE WILLIAMS O’NEAL PB G - PG 264 DB 1673 - PG 409 LGI LAND NC, LLC 50 K. ARCHER CHRISTOPHER DB 2018 - PG 531 AVA COL SOL JOHNSON DB 2034 - PG 987 ROBERT SHANE MOORE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83/NA 2011 SEE SHEET 9MATCH LINE -L- STA. 93+00.00SEE SHEET 11 MATCH LINE -L- STA. 107+50.00REVISIONS 3/29/2018P:\JOBS\0659\082\R-5014\Utilities\permits\R5014_UE4_psh.dgn1:44:23 PM8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 R-5014 UE-4 KSM KSM BH BH 10 0 + 0 0 105+0095+00AT-1 AT-1 AT- 1 TYPE IIICURVED TYPE IIICURVED GREU, TL-3 GREU, TL-3 49 50 51 52 54 59 55 56 57 60 61 62 63 64 65 66 53 58 59 58 65 66 53 50 48" CMP EXTEND EXISTING 15" RCP-IV RCP-IV 15" LIGHT IN CONDUIT IN CONDUIT IN CONDUIT I N CONDUI T 8" UNK 8" DI P8" UNK 8" UNK 8" UNK 6" UNK 6 " UNK6" UNK2" UNK 2" UNKC C C C C EOI EOI EOI C ATTACHED TO BRI DGE5+00 5+50 6+00 6+50 7+00 7+50 8+00SEE SHEET 10MATCH LINE -L- STA. 93+00.00END BORE AT L-STA. 96+63 WATER MAIN PROPOSED 12 INCH REM REM TEL PED TELEPHONE CABLES CENTURYLINK UNDERGROUND ABANDONED CL-1 STA. 10+00 L STA. 94+00 BEGIN BORE CL-1 STA. 30+09 L STA. 96+00 END BORE 11+00 10+50 12+00 11+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00SEE SHEET 10MATCH LINE -L- STA. 93+00.00END BORE AT L-STA. 96+63 WATER MAIN PROPOSED 12 INCH F F F F F F F F F C F C F C C C C C C C C C C C C C C C C C C C C F C C F C C C C F F FFF F F F F F F FFCF F F F F 1SFB US 1SFD 1SFD 1SFD 1SFD CONC SOI LS S S HTR HTR1SFD HTR 48" C HL 36" WD48" CHL 1SFD S S 1SFD 2SFD 2S F D GSOILHTR HTR S72" CHLCRAB POTS MTL H T R HTR HTR 1SBKBUS WD PIER WD PIER WD PIER WD P IER CONC 72" WD 1SFBUS G S SS SOILS OI LS 1SM T LWD PIERSO IL MTL SOIL SOILC ONC C O NC CONC C O N C BSTS OI LSOILSOIL SOIL SOIL SOIL SOI LS OI LBEASLEY LANE SOIL SOI LS OI LCOLI NGTON RD 2 2.0’ BSTCOLINGTON RD 21.6’ BST SOIL PCF, SL 368POWER EASEMENT30.00’ CM F ROM R/WCM 0. 3 0 ’ CM CM ACCESS EASE MENT PCE, SL 525 MARKER WATER COLINGTON RDCOLINGTON RD23.8’ BST FIELDDRAIN FIELDDRAIN FI ELDDRAI N S TST ST 18" CMP INV=-0.15 INV=-1.06 C A M A CA M A C A M A 404404404404404M it i gati on Sit eC olli ngt on C reekDB 1845 - PG 233 DB 1669 - PG 363 HAROLD E. GESSFORD DB 402 - PG 194 PB 8 - PG 14 JOBY LANE BEASLEY DB 772 - PG 743 DB 454 - PG 461 PB E - PG 525 LARRY REID PARKER DB 656 - PG 343 SANDRA BEASLEY NEAL DB 1823 - PG 222 DARRELL BEASLEY DB 1871 - PG 374 PB H - PG 270 JAMIE S. PARKER, SR. DB 1000 - PG 749 DALE BEASLEY DB 668 - PG 52 PB H - PG 270 ADRIAN S. BRIDGES DB 1143 - PG 287 PB F - PG 368 DAVID C. CREECY DB 1826 - PG 39 BILLY CONRAD BEASLEY DB 844 - PG 762 JERRY M. CREEF DB 1286 - PG 836 PB F - PG 368 ANDREW R. OTTAVIO DB 1928 - PG 281 PB 1 - PG 97 PB F - PG 368 BILLY CONRAD BEASLEY DB 839 - PG 104 PB 1 - PG 97 CARSON LEE BEASLEY JAMIE SCOTT PARKER DB 769 - PG 658 DB 647 - PG 105 88 82 PB 1 - PG 97 DB 1359 - PG 315 CHESTER W. SMITH, 3RD PB 1 - PG 97 DB 1586 - PG 155 COLINGTON MOBILE HOME PARK DB 866 - PG 816 GEORGE THOMAS BEASLEY PB 8 - PG 14 DB 142 - PG 189 CHARLOTTE M. BEASLEY DB 1669 - PG 363 DB 1845 - PG 233 DAVIE L. FLOYD 84 101 103 KIMBERLY PAIGE MURRY WB E - PG 353 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83/NA 2011S EE S HEET UO-09MATCH LI NE -L- S TA. 125 + 50.00 SEE SHEET UO-11MATCH LINE -L- STA. 142+00.00SHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 R-5014 UE-5 KSM KSM BH BH130+00135+00 140+00GREU, TL-2 GREU, TL-2GREU, TL-2 GREU, TL-2GREU, TL-3 82 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 103 100 101 102 103 88 82 84 101 103 IN CONDUIT IN CONDUIT I N C ONDUI T 8" UNK 8" UNK 8" UNK2" U N K C C EOI C C C M ETERPO W ER EOIUNK SIZE/TYPE UNK8 " 0+50 1+001+502+002+503+003+50 END BORE AT 127+97 WATER MAIN PROPOSED 12 INCH REM REM REM JOINT OVERHEAD LINE DOMINION AND SPECTRUM REM JOINT OVERHEAD LINE DOMINION AND SPECTRUM TELEPHONE CABLES CENTURYLINK UNDERGROUND ABANDONED REM REM 0+50 1+001+502+002+503+003+50 END BORE AT 127+97 WATER MAIN PROPOSED 12 INCH CFCFF F F F C C C C F C F F C F C C C C C C C CCC C F C F C F CCCC FCCCFF F F F F F F F F F F F FF FFFFFF F F EXIST. 12" CM P IN VERT TIE DITCH TO SEE DETAIL 'G' SPECIAL CUT DITCH 15" RCP REM O VE EXIST. SEE DETAIL 'F' SPECIAL CUT DITCH DITCH TIE PRO P. CUT DITCH TO EXISTIN G SEE DETAIL 'F' SPECIAL CUT DITCH SEE DETAIL 'C' SPECIAL CUT DITCH 12" RCP-IV 15" RCP-IV 15" RCP-IV N ATURAL G RO UND ELEVATIO N S TIE DITCH TO EXIST. 24" HDPEREMOVE V10=0.54fps Q 10=0.48cfs V10=2.0fps Q 10=1.9cfs 15" DRIVE PIPE FILL IN CAM A W ETLAN D SURFACE W ATER IM PACTS FILL IN SAV FILL IN SAV SURFACE W ATER IM PACTS FILL IN SAV FILL IN SAV FILL IN W ETLAN D FILL IN W ETLAN D HAN D CLEARIN G W ETLAN D FILL IN CAM A 10-JUL-2018 11:17R:\Utilities\Engineering\NEU\Permit Plans and Narrative\R-5014RevisinNEUPlans180703\R-5014_Ut_rdy14_UE6_psh.dgn$$$$USERNAME$$$$5/14/99SHEET NO.PROJECT REFERENCE NO.SEE SHEET 1 3MATCH LI NE -L- STA. 1 5 4 +5 0. 0 0 SEE SHEET 15MATCH LINE -L- STA. 168+00.00W ETLAN D DEN O TES FILL INFF HC HC CLEARIN G DEN O TES HAN D 15" RCP-IV GRADE TO DRAIN 1401 1402 1403 1404 WD PIER48" CHL 1SFD 2SFD S 48" CHL 48" CHL HTR S 3SFD S S 1SFD 1SFD CONC G 1SFD SOIL1SFD 12" WD POSTSWD PIERWD PIER W D DOCK 1SFBUS CONC 72" WD72" WD S CONCW D PIER WD PIERHTR 2SBLKD S CONC SOIL SOIL SOIL DKCONC SOIL SOIL SOIL SOIL SOIL SOILSOILCOLINGTON RD 23 .3 ' BST COLINGTON RD 23.9' BST CREEKSIDE LANE SOILWALKABOUT LANE SOILPC2, SL 209 UTILITY EASE 5.00' PL=WATER'S EDGE N 14°59'59" E 34.22' N 14°59'59" E 39.92' EIPS 16°32'25" W51.43'S 16°34'23" W 60.00' 0.99' EIP-R/W EIPS 16°32'25" W78.93'R/W-EIP 0.53'S 19°33'39" W1149.29'S 17°11'54" W1361.96'N 17°12'46" E1139.60'EIP S 16°12'00" W156.01'1.06' R/W-CMCM S 72°47'14" E 67.76' S 72°47'14" E 80.04'N 17°12'46" E150.84'S 16°12'00" W1526.47'EIP N 17°14'19" E118.64'S 73°51'05" E 142.36'S 16°11'15" W87.15'S 16°11'15" W1296.15'EIP PL=WATER'S EDGES 19°04'04" W280.00'N 16°00'32" E1182.07'NC DEPARTM ENT OF TRANSPORTATION DB 357 - PG 709 PB D - PG 328 W ALKABOUT, LLC DB 1781 - PG 7 ARGIE SHULTZ DB 1221 - PG 301 PB 2 - PG 209 FAY B. M AJOR DB 1681 - PG 193 PB 2 - PG 209 ARGIE SHULTZ DB 958 - PG 497 PB 2 - PG 209 DB 1041 - PG 743 PB 2 - PG 209 J. FRAZIER EDW ARD TTEE DB 1790 - PG 117 J. CARL HAYES DB 427 - PG 134 PB C - PG 7B DARE COUNTY DB 922 - PG 519 PB C - PG 7B 12" CM P 15" RCP W ILLENE P. SIM PSON DB 312 - PG 926 SOI LCONCCONCEDGE PL=W ATER'S EDGE PL=WATER 'S E D G E P L=WA T E R'S RALPH DEAN BEASLEY HEIRS W B 14E - PG 240 DB 1964 - PG 309 W ALKABOUT LLC W B E - PG 125 DABNEY & KIM SHORT W B E - PG 125 DABNEY & KIM SHORT DB 1781 - PG 7 W ALKABOUT, LLC DB 2071 - PG 204 TANYA N. HILL JASON B. HILL CHERYL M . JEFFERS W .E. BENNETT FIELDDRAIN FIELDDRAIN ST ST 25.45' LT+82.63 -L- -L- PC St a. 156+04.64-L- PT St a. 155+70.42-L- PC St a. 159+00.77-L- PT St a. 158+45.30-L- PT Sta. 161+20.13-L- PC Sta. 167+30.60-L--L-155+00160+00165+00G REU , TL-3 GREU , TL-3 106 107 108 110 111 112 113 114 115 116 105 109 SITE 16 SITE 16 SITE 17 SAV R:\Utilities\Engineering\NEU\Permit Plans and Narrative\R-5014RevisinNEUPlans180703\R-5014_Ut_rdy14_UE6_psh.dgn SEE SHEET 1 3MATCH LI NE -L- STA. 1 5 4 +5 0. 0 0 SEE SHEET 15MATCH LINE -L- STA. 168+00.00SEE SHEET 26 FOR -L- PROFILE DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS HORIZONTAL CURVE RADIUS AND HORIZONTAL SSD DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES: C O LIN G TO N R O A D F F F C C F F F F F F F C F C F C F F C F C C C C C C F F C F F F F F F F F F F F F F F F F F F F F UTILITIES BY OTHERS THIS SHEET. FOR PROPOSED UTILITY WORK SHOWN ON PAYMENT WILL BE MADE TO THE CONTRACTOR SHEET WILL BE DONE BY OTHERS. NO ALL PROPOSED UTILITY WORK SHOWN ON THIS THIS SHEET CORRESPONDS TO RDY-NAD 8 3/NA 2 0 1 1 R-5014 UE-6 SITE 2 FILL IN WETLAND < 0.01 HAND CLEARING IN WETLAND = 0.16 ACRES IN CO NDU IT IN CONDUIT IN CONDU IT 8" UNK 8" UNK T T TT TTT TT TT T H H C CT C C C A M A C A M A 404 M itigation Site C ollington C reek 50.00' RT 40.00' RT +06.00 -L- 47.00' RT +55.00 -L- REM REM ADJUST CABLE CENTURYLINK TO JOINT OVERHEAD LINE AND SPECTRUMDOMINION 12" W ATERLINE CONNECT TO EXISTING N ATURAL GRO UN D ELEVATIO NS TIE DITCH TO SEE DETAIL 'F' SPECIAL CUT DITCH SEE DETAIL 'B' SPECIAL CUT DITCH SEE DETAIL 'F' SPECIAL CUT DITCH NATURAL G RO UN D ELEVATIO N S TIE DITCH TO EXIST. 24" HDPE REM O VE EXIST. 12" HDPE REM O VE EXIST. 15" HDPE REM O VE EXIST. 15" CM P REM O VE SEE DETAIL 'B' SPECIAL CUT DITCH 15" RCP-IV EXIST. 15" CM P REM O VE EXIST. 15" CM P REM O VE SEE DETAIL 'P' DITCH SPECIAL CUT IRO N PIPE 12" DUCTILE 15" CM P REM O VE EXIST. APPRO X. 13' 24"CAAP EXIST. 24"CM P W ITH CO LLAR AND EXTEND W ITH TRAFFIC BEARIN G JB REM O VE AN D REPLACE 10-JUL-2018 17:17R:\Utilities\Engineering\NEU\Permit Plans and Narrative\R-5014RevisinNEUPlans180703\R-5014_Ut_rdy15_UE7_psh.dgn$$$$USERNAME$$$$5/14/99SHEET NO.PROJECT REFERENCE NO. R-5014 UE-7 W ETLAN D DEN O TES FILL INFF HC HC CLEARIN G DEN O TES HAN D 15" RCP-IV 15" RCP-IV 1514 15151516 1512 DI 15" RCP-IV 15" RCP-IV 1 5" RCP-I V 1502 1503 1504 1505 1506 1507 1508 1509 1510 1511 1513 15" RCP-IV G TD 15" RCP-IV 1520 1521 1522 S A V SAV RCP-IV 15" SHEET 2-C2 SEE SPEC. DET. DI W ITH TRAFFIC BEARING JB REM O VE AND REPLACE 15" RCP-IV 15" RCP-IV 1SBLK 1SM TL 1S MT L 1SM TL 1SM TLBUS 2SFB U SS BST BST S BST SOILSOILSOILFLAG POLE FLAG POLE CONC CURB1SFBUS RIP RAP SOILSOIL2SFD DI 1SB K D 1SBKD2SFD 2SBKD 72" PLASTIC 24" WD POST'SBST72" PLA STIC 2SFD 1SBKD 24" W D CONC CONC S 48" WW48" W W 48" WWDIRECTION ONLY 15" RCP 15" RCP I N V =4.50'INV =6.50' INV=4.50' CONC CONC CONC CONCCONC CONCCONC CONC CONCC O N C CONCCONC CONC SOIL SOIL SOIL PIRATES M OOR DR GPS MON R5014-18 INV=5.11'INV=5.11' DI INV=5.66' 15" CM P 60.00'N 00°55'08" W392.08'S 16°02'40" W606.98'S 37°35'20" W263.89'N 18°58'52" W240.81'N 44°23'29" E184.82'5.39' R/W-EIP0.29' EIP-R/WR/W- EIP 1.19' EIP EIP N 83°23'02" E 174.77' S 18°03'58" E 102.35' S 67°04'54" W 158.44' S 70°43'35" W 21.92' N 70°43'35" E6.81'32.41'S47°05'00"E0.06' CM -R/W CM S 67°04'54" W 617.21' N 63°25'15" E 179.75' S 88°06'52" E 129.65'S 20°34'13" W115.72'S 78°34'39" E 198.76'S 36°09'51" W31.70'S 25°39'27" W279.19'N 42°37'35" E131.07'N 85°23'35" E 158.11'S 12°31'36" W141.79'S 45°26'17" W176.56'1.60' R/W-EIP0.79' EIP-R/WEI PEIP EIP S 47°13'02" E122.74' N 68°06'25" E 61.22'N 48°02'07" E265.72'S 56°39'47" W190.47' N 52°19'25" W62.00'N 37°40'34" E145.78'N 37°30'04" E53.86'N 30°50'50" W 38.65' S 65°52'16" W 9.74' N 66°13'34" E 75.26' R/W -EIP 4.14' EIP N 37°30'04" E169.19'N 37°36'45" E185.29'N 37°36'45" E94.52'N 52°23'15" W3.40'S 52°23'15" E3.40'S 02°54'56" E418.80' EIP 0.83' R/W-EIPN 21°23'17" W100.19'N 16°20'47" E864.59'0.94' EIP-R/WEIP DW IGHT H. W HELESS DB 607 - PG 357 DB 322 - PG 967 GEORGE GARDNER DB 1711 - PG 491 JIM M IE D. SUM M ERELL DB 1013 - PG 871 D. S. E. INVESTM ENT, LLC DB 1888 - PG 423 DB 1711 - PG 490 PB F - PG 300 DB 1873 - PG 77 PB G - PG 229 COLINGTON CAFE DB 1315 - PG 360 JEFFREY D. JACOBSON DB 848 - PG 693 STACY NEIL LANCASTER DB 1758 - PG 44 PB G - PG 229 DOUGLAS E. STOVER DB 2052 - PG 534 PB B - PG 70 M ARKER OPTIC FIBER M ARKER W ATER M ARKER WATER CONC D I15" CM P 15" CM P 15" HDPE12" HDPE 12" HDPE 15" CM P DARE COUNTY DB 922 - PG 519 PB C - PG 7B CONC N 18°58'52" W177.06' 131 132 133 119 19.3' BS T D RIV E B A U M B A Y 116 129 122 DB 78 PG 206 UNITED STATES DEPARTM ENT OF INTERIOR DB 78 - PG 206 UNITED STATES DEPARTM ENT OF INTERIOR DB 1734 - PG 2 ROBERT CRAIG W HITTEN PB B - PG 70 DB 1207 - PG 586 BAUM BAY HARBOR CIVIC ASSOCIATION PB F - PG 300 PB E - PG 23 DB 1794 - PG 16 ROBERT W . NUSBAUM PB A - PG 214 PB A - PG 233 DB 1828 - PG 210 1085 COLLINGTON RD LLC PB C - PG 7B DB 922 - PG 519 DARE COUNTY DANIEL P. PARSONS ETAL DB 1923 - PG 435 DAYSPRING FARM S LLC DAVID RANDOLPH PARSONS ETAL DB 1734 - PG 2 ROBERT CRAIG W HITTEN FIELD DRAIN INV.=0.93' INV .=1 .04 ' 15" CMP O NL Y DIR.INV.=1.56'15" C MP R/W -EIP 0.63' NL NL ROOTS VISIBLE BRICK PLANTERSIGN W ITHAT BA SE)(A PPROX. 21' CIR. TREELARGE OAK BH W ALLWD RAIL / 1001 PLANTERBRICKSIGN W / 11'11'16.5'16.5'+9 0 .6 3 -L- STA. 183+00.00 EN D G RADE / BEG IN O VERLAY 0 6 0 5 0 4 0 3 0 2 01 00 01 N C N C 0100 01 0 2 0 3 0 4 0 5 0 6 0 6 0 50 40 30 20100010 20 30 40 50 6 0 60 50 40 30 20121' (TYP) 21' (TYP) 21'(T YP) 21' (TYP)P.S.7'P.S.7'+30.00 R 20' R 30'R 5'P.S.7'11'11'P.S.8'+ 2 6.89 GNINEDI W LACIR TEM MYS '0 0 3 SAV -L- PC Sta. 167+30.60-L- PT Sta. 169+63.22 -L- PC Sta. 172+98.50 -L- PT Sta. 177+36.46 -L- PC Sta. 179+38.79 -L- P T Sta. 1 8 2 + 3 7.9 6 -L- -L-170+00175+00180+00EXEXEXEXRO CK PLATIN G -L- STA. 163+08 TO 173+60 LT**+ 34.83 + 0 0. 0 0 P.S.7'GREU, TL-3 +4 0. 0 0 LARG E O AK TREE DO N O T DISTURB DISTURB SIG N DO N O T 116 117 118 119 120 121 122 123 124 125 126 127 128 130 131 132 133 45.00' RT +98.50 -L- 55.00' RT +50.00 -L- 50.00' RT +30.00 -L- 45.00' RT +20.00 -L- 46.00' RT +50.00 -L- 40.00' RT +80.00 -L- 35.00' LT +63.22 -L- 131 132 133 119 116 129 129 56.13' RT +78.44 -L- 122 30.00' LT +84.60 -L- 65.00' RT +22.35 -L- 35.00' LT +60.84 -L- 30.00' LT +61.70 -L- 40.00' LT +88.86 -L- 35.00' LT +86.73 -L- 40.00' RT +63.22 -L- 45.00' RT +00.00 -L- 40.00' RT +38.79 -L- 40.00' RT +25.00 -L- 40.00' RT +36.46 -L- 40.00' RT +50.00 -L- 40.00' RT +82.28 -L- 40.00' LT +98.50 -L- 43.00' LT +00.00 -L- 40.00' LT +40.00 -L- 43.00' LT +15.00 -L- 40.00' LT +95.00 -L- 35.00' LT +37.96 -L- 35.00' LT +83.00 -L- 35.00' LT +36.00 -L- 35.00' LT +38.79 -L- 43.00' LT 40.00' LT +36.46 -L- 35.00' RT +74.21 -L- N O CLAIM IS N ECESSARY O N O PEN W ATER SITE 18 SITE 19 SITE 20 SITE 21 SAV SITE 17 C O LIN G TO N R O A DFFFFF F F FF F F F F F F F F F F C F C C F C F C F C F C F F C F F F F FFF C C C C C F C F FFC FC F F F F C C F F F F F F F F FF F FF UTILITIES BY OTHERS THIS SHEET. FOR PROPOSED UTILITY WORK SHOWN ON PAYMENT WILL BE MADE TO THE CONTRACTOR SHEET WILL BE DONE BY OTHERS. NO ALL PROPOSED UTILITY WORK SHOWN ON THIS THIS SHEET CORRESPONDS TO RDY- SITE 2 FILL IN WETLAND < 0.01 INV=4.22 TO P=6.47 INV=4.50 TO P=5.90 INV=0.1 TELECABLELIGHT 213 IN CONDUIT IN CONDU IT IN CONDUIT I N C ONDUIT 8" UNK 8" UNK 8" UNK12" U N K 6" U N K 6" UNK 6" U N K 12" UNK T T TT T T T T T C C C EOI TT C A M A C A M A 404 404 404 70.00' RT +61.00 -L- 58.00' RT +35.00 -L- 65.00' RT +85.00 -L- 52.70' RT +05.00 -L- 40.00' RT +80.00 -L- 45.00' RT +72.00 -L- REM REM REM REM JOINT OVERHEAD LINE DOMINION AND SPECTRUM REM REM REMABANDONED JOINT OVERHEAD LINE DOMINION AND SPECTRUM TEL PED TEL PED TEL PED 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 -30 -10 30 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 -20 0 10 20 -30 -10 30 -20 0 10 20 -30 -10 30 -20 0 10 20 -30 -10 30 -20 0 10 20 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/993/23/2018P:\JOBS\0659\082\R-5014\Utilities\permits\dom\R5014_uo_pfl_25_power.dgn9:51:21 AMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEETS 11 & 12 FOR -L- PLAN SEE SHEETS 12 & 13 FOR -L- PLAN LEFT DITCH RIGHT DITCH UNDERCUT 34.5 KV PHASE TO PHASE POWER POLENEW DOMINION POWER POLENEW DOMINION STREAM BANK EXISTING JS20’ MINSHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 R-5014 UE-8 KSM KSM BH BH POWER POWER 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 -30 -10 30 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 -20 0 10 20 -30 -10 30 -20 0 10 20 -30 -10 30 -20 0 10 20 -30 -10 30 -20 0 10 20 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/993/23/2018P:\JOBS\0659\082\R-5014\Utilities\permits\dom\R5014_rdy_pfl_26_power.dgn9:53:52 AMDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEETS 13 & 14 FOR -L- PLAN SEE SHEETS 14 & 15 FOR -L- PLAN LEFT DITCH RIGHT DITCH UNDERCUT 34.5 KV PHASE TO PHASE POWER POLEEXISTING DOMINION POWER POLENEW DOMINION POWER POLENEW DOMINION POWER POLEEXISTING DOMINION WETLANDS 20’ MIN20’ MIN20’ MINPOWER POWER SHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 R-5014 UE-9 KSM KSM BH BH -20 -10 5/28/993/23/2018P:\JOBS\0659\082\R-5014\Utilities\permits\spectrum\R-5014_UT_PR_01.dgn10:03:33 AMSHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: UTILITY CONSTRUCTION TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 0 10 20 30 -10 -20 10+00 11+00 12+00 13+00 14+00 -30 -40 -50 0 10 20 30 -10 -20 -30 -40 -50 10+00 11+00 12+00 13+00 14+00 30 20 0 10 -10 -20 -30 -40 -50 0 10 20 30 -10 -20 -30 -40 -50 -SP-1- -CL-1- R-5014 WAW WAW BH BH EXISTING GROUND BOUNDARY JS BOUNDARY JS EXISTING GROUND CATV 4" CABLE TELEPHONE 4" CABLE BOUNDARY JS BOUNDARY JS EXISTING GROUND UE-10 10’ MIN10’ MIN10’ MIN10’ MIN10’ MINL-STA. 58+00END BORE AT L-STA. 53+75BEGIN BORE AT L-STA. 96+00END BORE AT L-STA. 96+00END BORE AT 5/14/995/30/2018P:\JOBS\0659\082\R-5014\Utilities\permits\W-12.dgn8:46:18 AMSHEET NO.PROJECT REFERENCE NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: UTILITY CONSTRUCTION TRANSPORTATION DEPARTMENT OF NORTH CAROLINA PLANS ONLY UTILITY CONSTRUCTION REVISED: UTILITIES ENGINEERING SEC. FAX:(919)250-4151 PHONE:(919)707-6690 UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL 12" Water Line R-5014 80 70 60 50 40 30 20 10 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 60 50 40 30 20 10 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 KSM KSM BH BH 2+75 3+00 3+50 4+00 4+50 5+00 5+50 UE-12 L-STA. 91+20JS BOUNDARY EXISTING GROUND PROPOSED GROUND Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) Util 1 -L-86+18 to 88+48 Overhead Power,CATV ,Poles 0.03 Util 2 L-164+56 to 168+42 Overhead Power,CATV ,Poles >0.01 0.16 TOTALS*:0.00 >0.01 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 12 OF 12 41162.1.1 14 March 2018 Dare County NC DEPARTMENT OF TRANSPORTATION R-5014 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS DIVISION OF HIGHWAYS