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Home My WebLink About20120935 Ver 1_Permit Drawings_20130304Herndon, Mason From: Rivenbark, Chris Sent: Monday, March 04, 2013 1:38 PM To: Shaver, Brad E SAW (Brad.E.Shaver @usace.army.mil); Herndon, Mason; Sollod, Steve; Lane, Stephen Cc: Stanton, Tyler P Subject: R -3432 Revisions Attachments: utility- 03012013110653.pdf.pdf; permit- 03012013110601.pdf.pdf Follow Up Flag: Follow up Flag Status: Flagged Impacts have not changed however we're providing more detailed utility plans as well as revised permit drawings showing modified roundabouts. Please replace your full set of utility drawings and permit drawings 16 & 17 with those attached. Please let us know if you have any questions. Chris Rivenbark I Eastern Regional Manager I Project Management Group Natural Environment Section I PDEA I N.C. Department of Transportation (919) 707 -6152 office 1 (919) 212 -5785 fax I crivenbark()-ncdot.gov Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. _ V W c a i U N M rn i 0 L d i N (� N M�Q 0 0cr N }W m N W4- L,=* !i» Nof* See Sheet 1 A For Index of Sheets See Suet 1 B For Conventlonal symbols LU BE IN PR .6 1153 hl- ---A >u ieza awe 15L4 �` VICINITY MAP TO CALABASH OLD GI A h N r 1207 1VEU PERMIT PLANS BRUNSWICK COUNTY i i LOCATION: SR 1163 (OLD GEORGETOWN ROAD EXTENSION) FROM SR 1184 (OCEAN ISLE BEACH ROAD) TO NC 179 TYPE OF WORK: WATER LINES STA.13 +07.00 —L— BEGIN TIP R -3432 STA.164 + 00.00 —L— END TIP 4"'� SFULLOTTE '4 pl CIT`! L rat -Y10- OCEAN ISLE BEACH ROAD -DR7- 9 V SR 1184 -DRI- _} -Y9A- -DR2- �1 J Y9- HALE SWAMP ROAD SR 1154 THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF OCEAN ISLE BEACH AND SHALLOTTE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISED BY METHOD III. GRAPHIC SCALES 50 Z5 0 50 100 PLANS 50 25 Q 50 100 PROFILE (HORIZONTAL) 10 }5 Q 10 10 PROFILE (VERTICAL) INDEX OF SHEETS SHEET NO, DESCRIPTION UC-1 TITLE SHEET UC-2 UTILITY SYMBOLOGY UC -3 NOTES UC,4A TIM UC-3D DETAILS UC-4 THRU UC-6 UTILITY CONSTRUCTION SHEETS UC-7 THUR UC-17 PROFILE SHEETS T.LP. NO. SHEET NO. R -3432 UG-1 Utility Permit Drawing Sheet ] of 23 Revised 2127113 5� o 0 N R-3432 y C t WATER AND SEWER OWNERS ON PROJECT SEAL D DIVISION OF B7GCE OFt UTILITIES UNIT •tN Aq c UTILITIES ENGINEERING (1)12" AND 16" WATER LINES- BRUNSWICK COUNTY e o 1191 MAIL SERVICES CENM SEAL RAI.R7GII NC 276094591 PRONG (919 W 701 -6690 23047 0' T FAX (9191 1SJ • '•.�� NOIN�!�gpJ�' o• �� Roger Worthln>r m P.E. U77LI77ES SECTION ENGINEER "111'• e„ Corey BowqueR P.E. UTILITIES SQUAD LEADER PROJECT ENGINEER Mmiia Hafees UTILITIES PROJECT DESIGNER Utility Permit Drawing Sheet a_ of 23 44 Revised 2/27/13 PROJECT REFERENCE N0. H NO. 44 ?'C,,/ �/ ( R -3432 - N `' DESIGNED BY: MEH nm SrlCIAL LATERAL 2' BAS! DITCH `• DRAWN BY: MEH .••`•.j•�C'1089n' •. S!! DETAIL ! CHECKED BY: CD9 y 1 tp �►';,. q \ A, APPROVED BY: CDB REAL -YIO- T , PISta /8t %3.55 ' KENDALL xrUHSUK SUH.TRUSTEE ��00 REVISED y 2334f NORTH ARNA .3'57'55.9'(RT) - y OB 2814 PG 1058 DEPARTMENT OF •.D'''...... LIM111'a Y pLANS MB Z PG 310 r 0 = rOS' 45.3" �,. UT1L 171E5 EUGINEERL ' '346.D6'' !y �• / // O, �5` PHONE:19191707 -6690 UTILITYCONSTRUCTIO R - 5,00000' E FOR CONSTRUC�iON a� / A FAX:I9191250 -4151 PLANS ONLY STANDARD S' BASE DITCH / / SE - D4 ` SLOPE LP LIl'Y CONSTRUCTION SLOPE 5:D52B / .. RO = 108' EST. PT $/0.20146.5/ \ / / EX. P1W _y_ PROP. 196 OF 16 WATER LINE 3) SPECIAL LATERAL 6' 0 / LT -Y- SEE SHEET U� -9 ST A. 13 +07.00 —L — S!! DETAIL G BST , ` // \\ ABANDON 190 OF 16 BEGIN STATE PROJECT R -3432 /� / �' ; UTILITY PIPE WATER LINE SPECK LATERAL !' BASE DITCH k / PUE TO BE DEEDED TO BRUNSWWICK EM 205' LT /! /' // $!! DETAIL H P _ /; / PROP. - 151' LT li LATERAL T BAS! DITCH uu�� ,� ----- PUE W/CLASS B RIP RAP PUE'"R3432 -18 90 RT / 6.4/' PUE 1_ rFUE EST. 54 TONS �� PUB sER DETAIL SS PUE -- - PUE � -BY- R3432 -18 135 L BRAN 65 02 E 216778286 // , � / /� 56PPUE ^ PUE �`J STATION 17 +77 46 LEF — L�pO $, LLC PUE TO7TH OF OCEAN ISLE BEACH RR SPIKE 12" PI :I / / OB 1902 703 67' 1 -BL- 10 D MB 822 V PG 853 — / / / , i PR Z PG AL 310 V DITCH . 45' LT. SSPECIAL E EETAIL I H O E -� � w 80' LT 'n E .. .. — E 85'L - �- c B GIN � �} .. .. .b REUCO R. _ - - - - - � - - - - - - ' - " HW 5 _ LU -- RAL2'BASE DITCHs 8 m S!! DETAIL BB pbbi I, LU ............. . iIR 17' R — C W R,W Ell—• 0 JB w31a6 Lid . . . . . . . . . . . . . . . . . . . . . . . . . .............. _ . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ e .......... _ n � ~ O � 36 RCP .................. ..::: �::.: ::::� 2 / .. �. .., 60.00' SR 1163 B[D � y GEORGETONN 24 BST 36' RCr -III 40 — — "— — — — — —'— — 12' — - -- —� _ `! �` �.: pQ`�� Q WW FE � I T E / RT � f` ,.,: / � -BL- II --'C � F N ` - E 1 I50 TAPER '�- ' 175' TAPER O' 40' RT - / I Fp L I RIP RAP EX. R�/qW 1 °• •. I o 1 �' � t J ? €: €:€ ::::.:., � / m 40 esT. T TOF� -"" r 4EGIN ENCE I PROP' RM/ BEGIN FENCE / 55' RT 0 RT I EST 1 roes 3 /i \� 1 END PENCE J P, Is sr PP 1': 7 ' RT EGIN A 70 s ," CUT DITCH ! ;';. ff� esr:2 s PP � � i I CIAL CUT 6' ! DI , u _ PROP. PLU 70 RT ODELL NA 4 STAINLESS STEEL RODS SEE DETAIL /' DB FOR PROPOSED GATE VALVE // / % �'" - Sta. IAO 0. W SPECIAL LA A� V DR CH 'I � ,�� , / see DETAIL y DITCH O '�' // PROP. BUTTERFLY VALVE z TOWN OF OCEAN ISLE BEACH a PROP . GATE VALVE I ' I C ..I DB 822 PC 403 MB V PG 85 PROP, 62 OF 12 - - '' / // . 1 / 2013 ADT SR 1184 no- _ x °' 1 5 RT //` OCEAN ISLE BEACH RD. V o Nee Derui EMBANKMENT WATER LINE 2033 ADT m ut SEE SHEET SPECIAL LATERAL d' B RCM / / 8,820 tQ[ ZS!! DETAIL G / / // SEE DETAIL Y 15,620 w / / SPECIAL TERAL V DITCH 3,100 716 PUE TO BE DEEDED TO BRUNSWICK $ee oEr ° A 7,096 s,7P6 c 5,100 1,156 13,336 10,036 SR 1163 rCbLD GEORGETOWN RD. EXT. l / // 3 4 OLD GEORGETOWN RD. 2220 _� PROP . 60 OF 12 / w 1us TIES LL _5,020 WATER LINE (1) /�J,ar / / 2 / / DB 2 0 PG 992 SEE SHEET UC -7 C/y �� , / / �/ .w MB IPC 187 10,528 N" ' �/ h 10,848 0., N� �l SR 1184 Srq. OCEAN ISLE BEACH W. '1 ?8� RELOCATE FIRE HYDRANT -Y10_ �0 SEF (FITTINGS ARE INCIDENTAL) FOR SyF�T Np. S FOR -YIO -L- PROFILE PROFILE LE SEESHEET 21A 1 SEE SHEET 2-C FOR ROUNDABOUT DETAIL SPECIAL LATERAL V DITCH SEE DETAIL A tt O Z 3Y8 LT PROP. + = BEGIN FI H BEGIN C LOG SILL W SHEETTE2 EL W H O G + ABANO 00 N N W .-Aj WW FEN PUB Y /0- r Pl Ste 31 +1611 w A - ?"5r 4/7' (LT! I- D = r 47'25e L = 439.07' T = 219.88' R = 3200.00' SE - .03 RO - 8r R ZN 1QA "''... oissR ?t PC Sta. 28 +9823 CHECKED BY: Opg BEARING BACK = S r4r5f_ 5 REAL MA PROPERTIES LL STANDARD S' EASE DITCH SOB 2200 PC 992 S!! DETAIL Q MB 33 PC 2U7 MB 31,PC 17 4 PROW 138' LT x 83oa1 , \ RIP DE lMB KMlNT 9!! DETAIL TAIL IL B / iL PRELIMINARY PLANS NOt USE FOR CONSTRUVn0N PROP. 776 OF 16 WATER LINE (4) SEE SHEETS UC -10 THRU UC -12 543 OF 16' TRENCHLESS INSTALLATION IN SOIL - 233' OF 16" TRENCHLESS INSTALLATION NOT IN SOIL ABANDON 768 OF 16 UTILITY PIPE (WATER LINE) ..... . M L H /WAL i PIP! 1 =B - 2 PROP. SIL KW �1 �C 'RO 100' RT OUTLET PROTECTI pU5"�� m� CL, I RIP RAP ,n • see DETAIL EE •� '�a; SPECIAL LATERAL V DITCH RESI/RFACE AT EST. 10 TONS " pUE SEE DETAIL A ROp, EST, 3a SY FILTER PABRI MINIMUM DEPTH ND FENCE — pUE RIP RAP AT EMBANKMENT ND C/A 1Z1 SEE DETAIL B O PUB 44UE MAS PROPERTIES LL" UE (}i OBMB 03tt PCC17992 S%A.+3Z +38.00 -YIO' END PROFILE 175' RT 173' RT 185' RT 185' RT SPECIAL LATERAL 6' BASE DITCH PUE TO BE DEEDED TO BRUNSWICK EMC s ODELL WILLUMSON,ET AL sy�s DB 998 PC 442 •ss s: O a =Q o DETAIL Q STANDARD DITCH (Ne11e leaf.) ml rou 0 1 rcun Ml , D- 1.5R. B. 5N. -Y10- STA.29 +06 TO STA. 79 +55 (LT) --- - -- --- - "In DRAWN BY: MEH ZN 1QA "''... oissR ?t CHECKED BY: Opg ,a�o f ='Qa ro.''•, NAD 83!MSRS 2007 APPROVED BY: CDB 5 REAL REVISED: x 83oa1 , NORTH CAROL WA DEPARTMENT OF , '. 6ry0lNgF•? '•,�6y"' 6D••� - TRANSPORTATION ''ae tz,'�� „�• UTILITIES ENCINEERINC SEC T-L - :(9,9)707- .0690 UTILITY CONSTRUCTIO FAK:(9191250 -4151 PLANS ONLY UTILITY CONSTRUCTION' Utility Permit Drawing Sheet 3 of 23 Revised 2127/13 FOR -YIO- PROFILE SEE SHEET 21A RT M UCINL EX. 412 • QJV' / - �;9 zed / `� LT 0 J LT.7 SYY FF /V 4�& P. WW B_ IN FENCE,,,011 /PROP. 12" RJ DI PLUG pUE WATER LINE AND GATE VALVE USE PVC C900 PROP. 12" WATER LINE > PROP. 12" GATE VALVE PROP. 12" —►> GATE VALVE ix „al PROP. 12" RJ DI TEE ---OOOW EXIST. 12" AO WATER LINE —� SPECIAL LATERAL V SEE DETAIL M SPICA LATERAL V DITCH -L- -y6- P1 Ste 154+03J8 PI Sto 156+72,07 P/ Ste 161 +8725 P1 Ste 12 +23.87 A = 20' 06' 077 (LT) a = 12' 4P 11.4' (LT) a = 17' 34.37.6 (RT) p = 56' 34' ll9• (RT) D = 4' 4853Z D = 4' 481532 D =4'48' 53.2' D = 1.726'37Z L = 4175t, L = 263.49' L = 365.07' L = 366.30' r = 210.92 T = 13229' T = 18398' T = 199.64' f7 = lJ90,00' R = 1J90.W R = 1M.W R 371,00' $E - 04 SE = .04 SE = SEE PLANS SE = .04 $ RO = 100' RO = 1010' RO = SEE PLANS RO = 76' RELOCATE WATER METER (FITTINGS ARE INCIDENTAL) M UCINL EX. 412 • QJV' / - �;9 zed / `� LT 0 J LT.7 SYY FF /V 4�& P. WW B_ IN FENCE,,,011 /PROP. 12" RJ DI PLUG pUE WATER LINE AND GATE VALVE USE PVC C900 PROP. 12" WATER LINE > PROP. 12" GATE VALVE PROP. 12" —►> GATE VALVE ix „al PROP. 12" RJ DI TEE ---OOOW EXIST. 12" AO WATER LINE —� SPECIAL LATERAL V SEE DETAIL M SPICA LATERAL V DITCH SEE DETAIL M PC SId. 157 + 97 143' L 150' L PUE pU1: 10' LT \ 105 L v y , AGF T PROP. PrW w.N P CE R F END CIA F 70' LT / � 11!K GARY Ft. SA DB 241'. MB R m N �3' e. TRUSTEE 1403 N \ — PUEO PUE P5 a 0 255' L 240 L V n9�14� a °9 titi�� W IS CUT DITCH 6 DETAIL Y JOSEPH SJP210'5 .ET UX DB 456 DB 14257 MB MB H PO-25T _ I 1� is . Z�,1 7 �l!! �{T'•cf �Y =win ?r ma!e:y,a/L�i�1� y •1C i.r'_Ti:7l:liil'i 1�C•.v PR P. 5' EC 50' RT i , �• , 5 om, , SEE DfiTCUT DITCH -L- STA. 1621 a 82 RT END PROFILE y BEGIN MIN. DE ' PROP. 80' R 1y�s SPECIAL ERAL V DITCH RESURFACING PROP, RhV q SEE DETAIL � END FENCE �. 12 'ITT END JAMES R.BEAMON,ET OX tP <4Y5 <P SPECLU. LATERAL V DITCH �� DB 1365 PG 1410 1 L�� 133' RT 140' RT SEE DETAIL M eg9c MB 22 PG 381 2 QJ� H )+ 3 DITCH -BL- 30 = S3 MARTHA I- JOYNER HRS..ET AL uy 413V - 30 DB 1371 PG 14 q2, MB 29 PG 168 MB 22 PG 381 OBLITERATE EX. DITC MB 31 PG 198 RELOCATE FIRE HYDRANT (FITTINGS AND VALVE ARE INCIDENTAL 4 STAINLESS STEEL RODS ON PROPOSED GATE VALVES 2013 ADT 2033 ADT 811 \4p' 1 w � 1 ISFD g jI 37 ' i IGLORW RENEE BELL DB 1593 PO 882 MB 18 PG 109 MB 35 PG 103 I N I �Iw DRAWN BY: MEH , p4H OAq'O'�. �, Y C'''�•'p1:�SGf'• d CHECKED BY: COB APPROVED BY: COB SEAL r REVISED: is 230'41 NORTH CAROLINA F 0f •' - �t�,,,4'OIN•' DEPARTMENT OF y::D. •, TRANSPORTATION ,,,,,,,,•,•. UTILITIES ENGINEERING SEC- PHONE: (919)707-6690 UTILITY CONSTRUCTION FAXc9191250 -4151 PLANS ONLY UTILITY CONSTRUCTION ABANDON 1436' OF 12" UTILITY PIPE (WATER LINE) EXISTING 12" AC WATER LINE !ANE CAUSE �Iy, 13 PG 784 RECONNECT WATER METER (FITTINGS ARE INCIDENTAL) 1 STA.V64 +00.00 -L- \ ND $TL�TE PROJECT R-3 X432 OBLITERATE EX. DITCH I PROP. 1415' OF 12" WATER LINE (5) 7,312 14,696 12,592 24,936 GEORGETOWN RD. EXT. NC 179 324 7,708 _L 884 13,228 8,032 14,112 NC 179 -Y6- PRELIM INAR Po JNOT USE FOR SEE SHEETS UC -13 THRU UC -17 I I Utility Permit Drawing - 16327 Sheet of 23 Revised 2127113 NOTE. DRNEWAY RADII ARE 10' UNLESS OTHERWISE SHOWN. FOR -L- PROFILE SEE SHEET 21 FOR -Y6- PROFILE 5EE SHEET 22 SEE SHEET 2 -D FOR ROUNDABOUT DETAIL .......... 11111111...... 00.11...... .......... 1111.11...... 1111 ................ .. .......... .......... .......... .......... ...... 1111.... ::M .011... 11......... ::. I.W 1111 :........ 1111... 1i1 1111. 1111 ARM 170 'ILA Am-C-6 MINE= n ■ -11..0 r_c� ■ ■n. nn liu u n MrMir umI■ lo.u. I...I I. I.aaO .a I I.uu.. . luu. a■.■■ 7�0. I.rrrf IN I. w■ q.00r .. �■ r.. ■run iu■ noun 1■. .f■■.. . 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A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF OCEAN ISLE BEACH AND SHALLOTTE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISED BY METHOD III. GRAPHIC SCALES 510 25 Q 50 140 PLANS 510 25 Q 510 140 PROFILE (HORIZONTAL) 1U y 4 1C 10 PROFILE (VERTICAL) INCOMPLETE PLANS DO NOT USB FOR R/ W ACQUISITION ;...:•,;uos�r<osaaFCR; eurtgmvcx:vN::!; ?:;l. INDEX OF SHEETS WATER AND SEWER OWNERS ON PROJECT SEAL PREPARED IN TIDI OFFICE OFI DIVISION OF BIGHWAYS SHEET NO. DESCRIPTION UTILITIES UNIT UC 1 TITLE SHEET (])ATLANTIC TELEPHONE MEMBERSHIP CORPORATION °ptH OARp� UTILITIES ENGINEERING �. i, to 1 (1) TIME WARNER CABLE r "° l °` a AA MAIL SC 27699 CENTER UBO-4 THRU UC-S UTILITIES- BY _OTHERS SHEETS 3enL � RALEIGH NC 27699 -JS91 PHONE (919 701 -6690 UC-6 THUR UC -10 PROFILE SHEETS 23041 TM FAX (914J 2�0 i Fpp INk:�BpJ�' Roger WorthinvoAP.E. UTILITIES SECTION ENGINEER Corey Bow°aet P.A UTILITIES SQUAD LEADER PROJECT ENGINEER HjdLO H lu UTILITIES PROJECT DESIGNER See Sheet 1 -A For Index of Sheets See Sheet 1 -B For Conventional symbols STATE OIL NORTH H[ CAROILINA T.M NO. SHEET NO, R -3432 UBO -1 3194 3 TE DIVISION OF IH HIGHWAYS WAYS SHALLOTs CITY LIMITS END PRO= P:L!N .�, BE IN PR ECT UBO NEU PERMIT PLANS -� : : :�:::: �� 33� 13�s N BR UNS WICK CO UNTY Utility Permit Drawing Sheet tl� of 23 sls� laai Revised 2127/13 LOCATION: SR 1163 (OLD GEORGETOWN ROAD EXTENSION) 3142 FROM SR 1184 (OCEAN ISLE BEACH ROAD) TO NC 179' �� 3354 Au TYPE OF WORK: TELEPHONE OF CABLE LINES N 1929 144y 3649 STA.164 + 00.00 -L- END � TIP PROJECT R-3432 1934 334I r.. �Z 2 VICINITY MAP STA.13 + 07.00 -L- BEGIN TIP PROJECT R -3432 TO CALABASH ddK- OLD GI 410- OCEAN ISLE BEACH ROAD SR 1184 -DR2- THIS IS A PARTIAL CONTROLLED - ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF OCEAN ISLE BEACH AND SHALLOTTE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISED BY METHOD III. GRAPHIC SCALES 510 25 Q 50 140 PLANS 510 25 Q 510 140 PROFILE (HORIZONTAL) 1U y 4 1C 10 PROFILE (VERTICAL) INCOMPLETE PLANS DO NOT USB FOR R/ W ACQUISITION ;...:•,;uos�r<osaaFCR; eurtgmvcx:vN::!; ?:;l. INDEX OF SHEETS WATER AND SEWER OWNERS ON PROJECT SEAL PREPARED IN TIDI OFFICE OFI DIVISION OF BIGHWAYS SHEET NO. DESCRIPTION UTILITIES UNIT UC 1 TITLE SHEET (])ATLANTIC TELEPHONE MEMBERSHIP CORPORATION °ptH OARp� UTILITIES ENGINEERING �. i, to 1 (1) TIME WARNER CABLE r "° l °` a AA MAIL SC 27699 CENTER UBO-4 THRU UC-S UTILITIES- BY _OTHERS SHEETS 3enL � RALEIGH NC 27699 -JS91 PHONE (919 701 -6690 UC-6 THUR UC -10 PROFILE SHEETS 23041 TM FAX (914J 2�0 i Fpp INk:�BpJ�' Roger WorthinvoAP.E. UTILITIES SECTION ENGINEER Corey Bow°aet P.A UTILITIES SQUAD LEADER PROJECT ENGINEER HjdLO H lu UTILITIES PROJECT DESIGNER R -3432 T UTILITY CONSTRUCTION PLANS ONLY DRAWN BY: MEH : »:::<FRE 14�I :AEkRY:::::!Ll?tS::;:[: »<<::> APPROVED BY: CDB C' NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEER LNG SEC PHONE:(919)707 -6690 FAX:(9191250 -4151 >ria<�i�s�� i�c�zn 15,620 SPECIAL LATERAL 2' BASE DITCH SEE DETAIL E O m 3,100 716 -Y10- P/ Ste 18 +73.55 !a = T 57` 55.9 (RT) D s r 08` 45.3w J4617,06 ' KENDALL HYUNSUK SUN, TRUSTEE y DB MBZ PG 2814 PG 3 10 1058 / �+ C ® / J �i�► @�*r ^ � ® 1 T 1436 13,336 / 111 •q R -3432 DESIGNED BY: MEH UTILITY CONSTRUCTION PLANS ONLY DRAWN BY: MEH CHECKED BY: OQB APPROVED BY: CDB REVISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEER LNG SEC PHONE:(919)707 -6690 FAX:(9191250 -4151 SE .04 SLOZ 0.00285E DITCH \ / 1/ L I3,Y CONSTRUC�T ION SEE DETAIL F RO = 108' EST. 27 CY DDE t' // / / / 'l/ PT Sta. 20 +46.51. EX. RAN Utility Permit Drawing Sheet 1 of 23 ST A. yL % -0, LT � Revised 2127/13 STA. 1 ` O/ .00 -L- SPECIAL LITERAL 6' B 6RCH i I/ ; `� 1t ` SEE DETAIL G BEGIN STATE PROJECT R -3432W 1/' l l Jrlr / l 'C f� 205' LT JIN / /h, / / , r 9EECLAL LATERAL 5'BASE DITCH Y DETAIL H RUE TO BE DEEDED TO BRUNSWICK EMC 4? _'AO_: y B/ LATERAL 2' BASE DITCH P E --'�~ PUE - , / ' / \ PROP. RAN 151 LT 1 _k W /CLASS B RIP RAP PUE 1� 90 RT / / / / ! / I_ 44' LT EST. 54 TONS FU9 - L- R34s2 -18 / put EST. 120 SY FF puE.- ---- -- -BY- R3432 -8 BMIB ELEVATION = 53.88 : / , 35s, 159 L/ � O SEE DETAIL SS PUE �J �2 135' L N 65602 E 2167782 , /r r / PUE -- PUE B STATION 17 +77 46 LEF / L�j PUE PUE TOWN OF OCEAN ISLE BEACH RR SPIKE 12" PI / / CGS LANG H01 IJ703 LLC PUE -BL- 10 OB 822 PG 403 PR DBB902 PC 3103 b7 L MB V PG 85 %� /. m 7 E ' �SPE SPECIAL LATERAL V DITCH " X RAN c c 85, L C �� ' 4� ='.l!¢ ! NI I ' i _ B,w- - - - A. E [�' � 010 ce i 1/( eEMCO Riw B GIN .. ..., R 40' BEUCO Ri 40 BU1L0 Ri FIW -- / !I/ .' �c 57 J. )= bY1 _ ,, f�!lly, .: .. .. .. .. .. w 11 LU .. .. .. LITERAL 2' BASE DITCH ' - SEE DETAIL BB � -- - .. .. -�... IP �f - .. 67' .38. E V N 2 0 O6 Uj Uj R/w �.. .. .. .. — /— — -`�R MF-0 JB vrSlob Lid - -- — 36 RCP I'Doo — 0-0 R / 7,00• N SR 1163 OLD GEORGETONN 24'85r ��- %� -73*i07' yq �7,'E- _-- -� 36' RCP -III 40 mow- - - - - - - - - - @' .. .. t — p m URY PIPE 1' �I yll[ SP{riNKL FEN .f ; -BL- - =�-� F N 150' TAPER I T E 40 RT / ^' FG L .RIP MP 9(. RAN � �I'• I 0' o J %/ I 7 T . / ao EST. 5a s� 010 PROP. MIN i `� r cl l .�W.1 FF_- - 40' ` 1 I PROP. RAN BEGIN FENCE 1 55 RT RT esr t ror4s BEGIN PENCE CC ppII END FENCE 1 PROP. R/W Es sY PP a 75' RT t/7 �EGIN GA 1 70' p�7�7pV y SPECIAL CUT DIT<H I'1 f/ /: i / 55 5 1 / SPECIAL CUT DITCH •E T.2 3 FP 3 „ SE! DETAIL C tt .�- SEE DETAIL C I R D 1 SPECIAL CUT 6' BASE DIT r ' SEE DETAIL CC� 70' RT OOELL WILLIAUSON, ET AL 1 I ;r / - -POT t0 ++0 DB 998 PC 442 }l� ` -),IO- PO StO. 4'i'�. O SPECIAL LATERAL V DITCH _ I I a J MILLS LAND T64BER, LLC. ET AL W SPEC ET LITERAL V DITCH O SEE DETAIL A 7 r a o+i SPECIAL CUT DITCH DB 2506 PG 1197 7 SEE DETAIL A '^ f / /, I SEE DETAIL Y MB 33 PG 287 L C J TOWN OF OCEAN ISLE BEACNF e ' / .: / r 2J^ MB 31PC 17 J I D0 822 PG 403 MB v PG 85 5 I v RIP RAP AT EMRANISMENT PROP. 20 OF 105' RT SEE DETAIL TELEPHONE LINE 2 SPECIAL LATERAL d' BASE ITCH r r / / SPECIAL CU DITCH a SEE DETAIL G SEE DETAIL Y a SEE SPECIAL o TARAL V DITCH PUE TO BE DEEDED TO BRUNSW /CK m , /A; ZC1 / / r PROP. 20' TELEPHONE LINE 1 /1, T / I / NAS PROPERTIES LL DB 2200 PG 992 FAB 33 PC 87 MB 31 PG 17 01` STq, ?8 0 / 0 SFF v SyFF ' T 0-7s - _Y10- 2013 ADT SR 1184 2033 ADT OCEAN ISLE BEACH RD: 8,820 15,620 3,100 716 7,096 5,796 1,100 1,756 13,336 10,036 SR 1163 LD GEORGETOWN RD. EM. OLD GEORGETOWN LLD. T,2 0 _L_ r -L 0 10,528 18,848 SR 1184 OCEAN ISLE BEACH RD. -Y10- FOR -L- PROFILE SEE SHEET 16 FOR -YIO- PROFILE SEE SHEET 21A SEE SHEET 2-C FOR ROUNDABOUT DETAIL PI Sto 154+03J8 PI Sto 158 +72.07 PI Sto 161 +8725 P1 Sto 12 +23.87 E3Ci ?'. 1 T35 <:`: FOFt: >C TEi.�IC IiQN: 0 2706' 07.7' (LT) L - 12' 4r 11.4' (LT) a = l7' 34' 37.6° (RT) A = 563,f 11.9° (RT) ` 'rI D = 4' 48` 53.2' D =4'48' 53.2° D =4'48` 53.2' D = 15' 26' 37,0° L = 417.5r L - 263.49' L = 365.07' L = 366.30' T= 2102' T- 13229' T= 183,98' T- 199.64' N N s 255` L j APO ljxn0' R = 1J90A0' R - /J9O.00' R - 37/.00' $E _ 04 SE A4 SE - SEE PLANS SE _ .04 n 40 N p' RO - 100' RO = 1007 RO = SEE PLANS RO = 76 n z t7i o ry w �' 34 c 0 ti2tiy 2 Li" Q GARY R,SHADE,TRUSTEE DB 2419 PC 1403 MB R PG 327 SP CUT DITCH EE DETNL Y 3 SPECIAL LATERAL V CH 00.00' E SEE DETAIL M 78' LT JOSEPH BUT R, ET Ux loD.06. GARY D. JUSTICE, ET UX PT Ste, 156+09 PRC St0.160+03.27 106' LT DB DB 400 257 DB 2552 PG 317 MB L P 205 PT St0 M MB Z PG 309 SPECIAL LATERAL V DITCH oa'�'I. • MB H PO-257 ^„ SPECIAL CUT DITCH SEE DETAIL M N ` see DETAIL Y l80 L w 105' EXIST. T W1 L- Sta. l5 5 180' LT PUE 17+ 143' L 150 L sax0 96' LT -Y6- POT $10.10+00 E i 777 78' LT , 140'L p PUE P E PUEO„ PUE PUE PUE�/~� 40 L \ 4UE 75' LT coac \ 1y PUB 0 LT + — — 110' LT 105' L N - A- 7 ryo`ap� PUE A rl c in 50 LT Q T iP�ll END �CE ,�--`" Q �3 � � � � F F 70' LT •�h�. ®„ o ifs _ _ _- - - - - - h : � � N/� NC /!9� BRIC LANDING RG 29'BST I �o t. R -3432 5 yOP�DESIGNED BY: MEH DRAWN BY' MEH CDB APPROVED BY: CDB REVISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC. PHONE: (919)707 -0690 UTILITY CONSTRUCTIO FAX:t9191250 -4151 PLANS ONLY UTILITY CONSTRUCTION ITY LIMIT ExlstlaGa - 1 EErsn a. Ax�E �� CRAP + 1A1 I 14 %RT o AG R too �' O 14 1 I w A l TIE RKOP D CH n / 'B yl o � TO EXISTIN Q C• -� . i E 151 G /N � ��. 1 , ISFD � p PIPE m V� i s i PROP. 65' EC 50' RT �`� SPECIAL CUT DITCH SPECIA CH � o ." a 82 RT see DETAIL Y STA. 162+ .00 $ARAN JANE CAUSE NJ SEE DETAI V ENO PROFILE 37 DB 2683 PC 784 30 �� 80 R 8 T ISE6`IN MIN. DEP H o c,1.ORIA aENEE SELL N MB I 085' RT ! ~ ' ` / EX, RESURFACING m I OB 1593 PG 882 Z K EN HOPE LUDLUM 4 roF SPECIAL LATERAL V DITCH N 8 IB PG 109 o w B 1757 PG 1117 PROP' s m MB 35 PC 103 N MB II PG IS / / / oPO PR 'FENCE 9vry SEE DETAIL M J END FENCE 01 35 J3xJFpVpNO�F QJ0 126'R END C/A s9�b JAMES R. BEAMON, ET UX IV YY I SPECLAL LATERAL N DITCH DB 1365 PG 1410 T SEE DETAIL M oq MB 22 PG 381 V 8 ' RT J J ! B T 133 RT 140' RT 9tiy SPECIAL CUT TC DETAIL v 510.10 +2423 33 \ p / �/ /' / SPECIAL CUT DITCH -BL' 30 = $ 1 / / SEE DETAIL Y J� -BY - 30 MARTHA E. JOYNER HRS„ ET AL .y ST A' m 4 +00.00 —/ BEARIN / Q DB 1371PG 14 �/ , 1 I_ / � y' MB 29 PG 168 3.3.38 MB 22 z3 PGG 198' END T ATE PROJECT R - 32 OBLITERATE EX. DiT< / J� \ 60' RT P P RAW w 417 ro END V / /� SPECIAL CUT DI � OBLITERATE EX. DITCH � n // i y EX WW g% / f/ j // EX. RAN / c - / NG19 PROP. 20 OF - . TELEPHONE LINE 3 2013 ADT 8 L 8 RIP RA QJ 2033 ACT I EST.2 TONS - a g / i � EST.7 SY FF } PROP: 20' OF 7 6 woo CATV LINE t ,312 14,696 PROP. RW ` 12,592 24,936 ti BEGIN FENCE jl BEGIN OLD GEORGETOWN RD. EXT� NC 179 y 173'28' E ° put -L- — 7,7os — t63•z� Utility Permit Drawing N uE - 120' LT Sao 13,228 Sheet EX. Rti4 PROP. 20' L - Sheet if of 23 45' LT TELEPHONE LINE 4 8,032 14,112 Revises! 2127113 n NC 179 -Y6- NOTE: DRIVEWAY RADII ARE 10' UNLESS OTHERWISE SHOWN. ° FOR -L- PROFILE SEE SHEET 21 FOR -Y6- PROFILE SEE SHEET 22 SEE SHEET 2 -D FOR ROUNDABOUT DETAIL L\ .. ■E, A6 U. A\ \.I .�.. 1I - t■. '.■ Al ■E, AE& '.......0 ■.A. nl L■ ■f API ■. BE - IBM �W 1.1 1.11 �� i..� ■■ �u ■t �.�....0 ■.... ■.� �.. BE �....do `■ .a u� �mi un I■ on n so a ■■ ■..unu�u ��u■ ■■� iu■ on v 7t 1, ri%7I V► AM IOm a lo.' ,n Mu t\, 7r NOnREMEN ..M 111 [Man 1t: up, ,MMk iG ii �R, vi In is -at. �i �t. -ii rtr n .00u .� i■n v eta n n tr ao 1001 iv atn �■ �... tr i.■uutn uut to to n 1001 n ■....01 moo 10 1001 itt moor nt roo� n . rtototu nto tti nu n ry 7ON 11. INI 711 10/ It nn Iul It. nr Muni nak wor" "nom • �� 1[I nV t \_ vi• .p. -Us as A•, 1.1 In. \w An u• E� t•1 A■ •r .�� 1•�•tO�p ■�••� •11 .•n �• I� \. 1■ C■ - n 1 11 11 1111 I F moms 71 nn ■■ it ■O ■t1■ 1111100 111 AM rr ��■ ■ • wdl Ilr1r 1■ ■��1 1�1 ■ ■tl I■1 Irl�■ ■■ • •ww1�� ■swoon : sow! 100005, 5,l w 1\51 SO SO. `\P' Al ICI m amumm1 Im ►. In. 101 IS 2 a� '1�' 7�� 0S Rs! O 'or' 'in nr •vr ► m ► var vai ► Saar -annaana uua ni ► var -aaannan aaaa• e �o ar a. Aa, VI u. IN ME, ar a. \al I■\ aI . MR, laaana■ar raaaa as Ja. MINE "k 7aaaaa.a.1 alaar Aug n n as ao n ror MINE for vi ao rr aoaoau nan of un n tooanu for a yri■n n .■...MINE un n raa` SELL vaar a` ian a . ..■ ■canon ��oa of un n ■.. ■raaauon yr 7r MINE. w• .al \a► 1a aO_ . ■a. It_ ISM rr1 w• 7aattoutrn -Am on 1.n a\ ■V' '2110110011 a& -.. 111111111 1 111..11111111 1 1111111111.. / 1 SEE ENLARGEMENT 4A 32 EXCAVATION IN WETLAND SPECIAL LATERAL SEE DETAIL M GARY D. JUSTICE. ET Ux MECHANIZED CLEARING M SPECIA. LATERAL V DITCH ^, SPECIAL CUT DITCH SEE DETAIL M SEE DETAIL Y Q E �— PUE - ---� PUE +V PU4 pUE h 0 4 -L- Y6- PI S10 154+03.18 Pl Sto 158+72,07 PI Sro 161 +87,25 Pt Ste 12 +23.67 Q 20 06' 07,7' (LT) p - 12' 4C 11.4' (LT) 0 - 17' 34' 37,6' (RT) a - 56' 34,115 (RT) D = f 48' 53.2' D - f 48' 53.2' D = 4' 48' 532 D = 15' 26' 37.0' L = 417.5/` L - 263.49' L = 365.07' L = 366.30' T = 210.92' T = 13229' T = 18398' T = 199,64' 10 _ /.190.00' R = 1 .190.00' R = 1,190.00' R = 371.W SE _ .04 SE = .04 SE = SEE PLANS SE _ .04 RO = 100' RO - 100' RO = SEE PLANS RO - 76' 1 SEE ENLARGEMENT 4A 32 EXCAVATION IN WETLAND SPECIAL LATERAL SEE DETAIL M GARY D. JUSTICE. ET Ux MECHANIZED CLEARING M SPECIA. LATERAL V DITCH ^, SPECIAL CUT DITCH SEE DETAIL M SEE DETAIL Y Q E �— PUE - ---� PUE +V PU4 pUE h 0 4 M CARP R, SHADE, TRUSTEE FILL IIN WETLAND PUE zrl Z2- a 9P DETAIL Y DITCH 3 JOSEPH BUT ,ET Ux a saw PUE — PUE C Cr 0. PUE PUE \\ m PAY SHEET DO NOT USE PO( CONSTRUCTION Permit Drawing Sheet Re of-aj_ REUISEn -114SI13 ry ... 1 _\ . 1 11 ❑ 1 TO EOP DI CH • /� _ R 1 1 ISFD PIPE i SPECIAL CUT DITCH SEE DETAIL Y SARAH JANE GAUSE EXCAVATION IN WET N o�A RENEE BELL SPECAL LATERAL V DITCH N i ' SEE DETAIL M I /ee\ JAMES R, BEAUON, ET Ux Qptzt �g <�' 11 DE eRALV DITCH FILL IN WETLANDS EE DETAIL - °� sa \—MECHANIZED IZED CLE i SPECIAL CUT DITCH MARTHA E. JOYNER HRS„ T AL i SEE DETAIL Y Q�� SITE 4 OBLITERATE Ex. DITC SEE ENLARGEMENT 4 i... ' see oeiaur D Gl.l 200' 200' GRAPHIC SCALE OBLITERATE Ex. DITCH 2013 ADT 2033 ADT 7,312 14,696 12,892 24,936 GEORGETOWN RD. EXT, 324 r11708 NC 179 _Lr 884 8,032 14,112 NC 179 -Y6- LEGEND �F W ETLEEXX AND AA TION ® DENO� DENOWSLpNIyL IN DENOTHEMAWtWZED ARING NOTE: DRIVEWAY RADII ARE 10' UNLESS OTHERWISE SHOWN. FOR -L- PROFILE SEE SHEET 21 FOR -Y6- PROFILE SEE SHEET 22 SEE SHEET 2 -D FOR ROUNDABOUT DETAIL y„ts'v! L.. N J M CARP R, SHADE, TRUSTEE FILL IIN WETLAND PUE zrl Z2- a 9P DETAIL Y DITCH 3 JOSEPH BUT ,ET Ux a saw PUE — PUE C Cr 0. PUE PUE \\ m PAY SHEET DO NOT USE PO( CONSTRUCTION Permit Drawing Sheet Re of-aj_ REUISEn -114SI13 ry ... 1 _\ . 1 11 ❑ 1 TO EOP DI CH • /� _ R 1 1 ISFD PIPE i SPECIAL CUT DITCH SEE DETAIL Y SARAH JANE GAUSE EXCAVATION IN WET N o�A RENEE BELL SPECAL LATERAL V DITCH N i ' SEE DETAIL M I /ee\ JAMES R, BEAUON, ET Ux Qptzt �g <�' 11 DE eRALV DITCH FILL IN WETLANDS EE DETAIL - °� sa \—MECHANIZED IZED CLE i SPECIAL CUT DITCH MARTHA E. JOYNER HRS„ T AL i SEE DETAIL Y Q�� SITE 4 OBLITERATE Ex. DITC SEE ENLARGEMENT 4 i... ' see oeiaur D Gl.l 200' 200' GRAPHIC SCALE OBLITERATE Ex. DITCH 2013 ADT 2033 ADT 7,312 14,696 12,892 24,936 GEORGETOWN RD. EXT, 324 r11708 NC 179 _Lr 884 8,032 14,112 NC 179 -Y6- LEGEND �F W ETLEEXX AND AA TION ® DENO� DENOWSLpNIyL IN DENOTHEMAWtWZED ARING NOTE: DRIVEWAY RADII ARE 10' UNLESS OTHERWISE SHOWN. FOR -L- PROFILE SEE SHEET 21 FOR -Y6- PROFILE SEE SHEET 22 SEE SHEET 2 -D FOR ROUNDABOUT DETAIL 11 1 s PROJECT REFERENCE ` \ _ \ v\ L �.."� \� •ten / ,.-'.v�� J I \ \ \ / 2— N0. SHEET NO. / L \ \ \ .ti \ /� / / \ Y6— / J 1 ` S / .1 PAY SHEET \ `s PI Sra 154+0 Jg P� I58+ 7 PI Sro l61 +8725 s l $r 12+2M7 ROADWAY NGIN ER DESIGN ENGINEER \' 77"yur> p = l2 /J QT) / 34`37,6'(RT) 1& - 56'34'1W(RT) \�� D;5 &3z \ D��/5�`6'37X` % \�ls•\ / a� 5 ✓ \ \i 210 \ 1'\ ° 26M, \ \T = /SS ss' \ T =_ )199 \ / ) \ \ \ \ �1�9` % -41� \ R = l�sooa \ \ R - 37I �� / r `� �/ / PRELIMIN RY PLANS E 4 ! 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BEAMOi -, E` U. > \C / CIAL VAL1-DIrf DETAIL �� // FILL IN WETLANDS \ \ ( / / 4q u des\ 1 / DETA�TK �� \ , // � /IG�ECH �D CLEARING � ��II � � P LL / S6lGDETNL CUT DITCH vw ,/ / a• 9e MA4THA E, JOYONER HRS„ TyLC SITE 4 \, / / 1 1 \ \ i9 1 I/ \ eEAR, • /;:� m � � I I �•s L 1 1 / 4q 966° LARGEMENT q5� / �•m� 1 �\I�� 1 -- 1 l I / 51.5 1 1 1 1 Q / r / -- I/ ` \'— -- \ i y '• _: -'`/ / � 6n S !CAAC UT D OBLITERATE EX. DITCH I\ - -- JIL • / 1 ( 1 E END / �T EX J l DEN_CI'NETLANDATION \ - .�� —�• %\ \ I / { / / IMP, i 8fNO EARfO iZq j \ j g\( "'z"�'\ \ \ NOTE: DRNEWAY RADII ARE iO UNLESS OTHERWISE SHOWN. FOR -L- PROFILE SEE SHEET 21 FOR -Y6- PROFILE SEE SHEET 22 CRAP H IBCALE 4s.e \ — �/ / ) I J r / SEE SHEET 2 -0 FOR ROUNDABOUT DETAIL � \�j��G 711 / �\ —48.5 — 0 gq \ 200' LL / y ) !" I o