The URL can be used to link to this page

Home My WebLink About20191231 Ver 1_B4414_utilities combined_20190916r ■% W CN :3 C/) a I W I W I I 0 L 0 0 m I m L 0 0 I c 0 4-w +o �U� k--w oz �U c� J z� �Q rr�o� LnC:�� °� z Q o1_� rnW 4- 0 0 T N N E -� o �0(, �L I C� ti 1622 1609 1619 A P 16221 1609 1 1609 1610 1611 PROJECT LOCATIO Pungo S� amP I 64 Yeatesville = 1528 1718 264 1759 ' 1741 1718 1742 � 1528 1733 VICINITY MAP OFFSITE DETOUR STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS UTILITY EN VIR ONMENTAL PERMIT PLAINS BEA UFOR T COUNTY LOCATION: REPLACE BRIDGE NO, 43 OVER PUNGO CREEK ON US 264 TYPE OF WORK: RELOCATION OF COMMUNICATION CABLES BEGIN TIP PROJECT B-4414 -L- STA. 19 + 75.00 BEGIN BRIDGE -L- STA. 24 + 00.80 END BRIDGE —L— STA. 25 + 57.00 T.I.P. NO. SHEET NO. B-4414 UE-1 END TIP PROJECT B-4414 -L- STA. 29 +75.00 UE�2s� �oUE�3 q�� UE�4 � C/T 0 PUN GO SwA P (SC) BCD , J SITE I S- JS�." SITE 2 ,s— .......... �_js_ OLD U S 2 64 -L--------------."--------------wow-----�-- —wwe— — - -- is .iy__ — -- —-----wee--------------.ww---- • --- w — - —j-------__�w__� \� • •, r w — — — lilt— _ _ _ 1 I I I I I , t _ U S 2 64 - ------ -------- -- --' - ------ --- ------------ - -� S n �T--J _ -- --- ------- -- w_-------- _----- _---------. _----------- ------------- . . . . . . . . . - --- ------ ------ . . . .IT • �� . _ ---- ---- -- -- --- ---- 0 L , ` r II /I J A C . . . . , . . . . . . . . . . I I I I O I S TO R 1609 I I _ ------- __--- --- -- , I FREE UNION I I ------ CHURCH ROAD -o GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. INDEX OF SHEETS SHEET NO.: DESCRIPTION UE-1 UE-2 - UE-4 UE-S TITLE SHEET UE PLAN SHEETS UE PROFILE UTILITY OWNERS WITH CONFLICTS (A) COMMUNICATIONS - CENTURYLINK PREPARED IN THE OFFICE OF: NTERNATIONAL Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 Cary, NC 27518 919-463-5488 Daniel Oliver Daniel Oliver Christina Newsome UTILITY PROJECT MANAGER PROJECT UTILITY COORDINATOR PROJECT UTILITY TECHNICIAN Nabil Hamdan DIVISION OF HIGHWAYS UTILITIES UNIT 1555 MAIL SERVICES CENTER RALEIGH NC 27699-1555 PHONE (919) 707-6690 FAX (919) 250-4151 UTILITIES REGIONAL ENGINEER Kelvin Martin UTILITIES ENGINEER Kyle Pleasant Larry James UTILITIES AREA COORDINATOR UTILITIES COORDINATOR 01 r w% PROJECT REFERENCE NO. SHEET NO. B -4414 I UE--3 THIS SHEET CORRESPONDS TO RDY--04 BEGIN TIP PROJECT B-4414 -L- POC Sta.19 + 75.00 END TIP PROJECT B-4414 -L- POT Sta. 29 + 75.00 FILL ABANDONED UT TO PUNGO SWAMP (SB) PROPOSED TOP OF BANK WITH CLASS II RIP RAP (EST. 130 TONS) C E N BOREINK P I T `� UP TO ELEV. 1.0 AND EXTEND OUT TO MATCH ADJACENT PUNGO SWAMP STREAMBANK (APPROX. 3:1 SLOPE) CLASS B RIPRAP BRADLEY EDWARD NIXON CENTURYL I NK 1 TON, 5 SY GEO DB I$71 PG 8ii6 yg 6 1 3 BEGIN BRIDGE N DIRECTIONAL BORE N PC ISLIDE 32-7 -L- STA 24+00B0 1 COIR FIBER MATTING TO BE ADDED +85 SITE 1 END BRIDGt N 234,21° E " 77 DURING EROSION CONTROL DESIGN 81' -L- STA 25+57AO 40.°5q'30• 27, E �y CHANNEL CHA BEGIN APPROACH SLAB CLASS II RIP RAP +50.00 N 75�3g21 JOHN TANKARD JONES `�� SEE DETAIL -L- STA 23+76B4 a 6 S DB 1131PG 605 `41 �hp EST 150 TO CLAS II (GRANITE) (STRUCTURES ITEM) EX.RW V 320 CY DDE 6'�N (TYP•) �Te 60' LT - — + — sew � � EX. o - ND APPROACH SLAB PROP. SBG 5' 6Bs N 39°39'59' �L STA 25+0-% -L- STA 21+R?o5 29.39\ 8 TO PUHO S1AIPf0 23+ T x RN(so CLASS B RIPRAPCENTURYLINK? 8 UNDERGFqUND FIBER 0' 7�1 TON,5 SY GEO �& CXP ABLES •• 1 s � 41.46 41• B A �. s 79� EX.RW �c �� %5 s PAP. SBG 2 61. 04• 55 TB ;\ 0' 9��6, N 312 ' -L- ST 25 + 75. 0 52' .70 fi �c �c �c �It �t �t 1 �t Q � ` ✓s �° �DS 44. � TO 2� 94.86 Pf e \` 1 N 2°44'4 W WOODS �c z $ BZ Ln D '29 E �' n.59'Bmu Q4LO SIE BR OKS HEIRS 20 6o R (NO RECORDS FOUNT A A �c � � ✓s - REM - - 040 - .STING &W � A A `� + N I _ r __ wee— — = — — _ REM _ N 73°I4'24' W N 12°34'31' F ELB. D�IFg_ _ — — —was— — T — — — — — �V _ _ _ _ wee— �3.05' �Ic 30.46 �. ROP U%G '� "•�� rn _� _ - - - PROP U/G TEL CABLES - TIR U T ROUND RADIUS — — — — — — (� l F0— 83m PST 0 0 0 1 0 0 0401 " — —' — ' — --- N 6% 4858E "O �V _ I O LQ IT TB 2GI — — C 'B 040 TB 2GI -L O J T,1 O —TF I v1 ' 1 _ Z — — — _ FO— — —T 040 C — — 9461 —T— — FL--TFO-- _ -- FO-- - — _ _ — — Le— 5'X2. 0.95'X2.75' — � A — — I AM— — — — — — — — _ �s— —) — �. — w — �E�D —— — —w�a — — F �3rIZrPVC F # F 10 MAINTAIN 1.5:1 I �C `. AROUND RADIUS v, + �yy, Dp NN JUST TER V.4 ° cn tp +5 N VALDRA T1DRECORDLD 60 ' �t a 60' RT + 0 + -L- WOODS PROP. SBG PROP. 25 + 86.32 STA SBG Q EX.RW -L- STA 23+62.95 PROP. EXCAVATION J'� N N n� � ''' TO 26+41.99 RT TO 23+82.20 RT TO ELEV.1' (TYP.) ,N I CENTURYLINK +47.29 �I- W EX.RW '� CLASS B RIPRAP EXISTING BRIDGE '�' co -* CLASS B RIPRAP ABANDONED r TO BE REMOVED s 1 TON, 5 SY GEO 60' RT 1 TON, 5 SY GEO T^ n o �p DO NOT KEY -IN RIP RAP v, �, CENTURYLINK WITHIN 3' OF WATERLINE ��'_ 3 HOPE 4 ABANDONED TO PROTECT WATERLINE. "'- n• Elv. -1.27 -L- 2T 603.72 DO NOT KEY -IN RIP RAP ELVA K. MASSEY TH I WITHIN 3' OF WATERLINE DB 538 PG 164 12' PVC TO PROTECT WATERLINE. EIv. -2.18 DO NOT DISTURB 12" PVC WATERLINE TO BE 4L00.72RT81.35 RETAINED FOR FULL LENGTH OF PROJECT. CONTRACTOR SHALL NOT PARK EQUIPMENT OVER TOP OF 12" PVC WATERLINE FOR AN EXTENDED PERIOD OF TIME EO z �o 4ip/ w� u� loof �-6of �-61) PROJECT REFERENCE NO. B -4414 SHEET NO. UE' -4 01 r {f} ff} EA ff} fA ff} ff} f� EO f}} f}} z EA(D ff} '04 fA /0»fd� ff} {� W {� � ff} (n f}} >-ld� u� loof f}} (0 ff} ff} ff} * f l} ff} -EP/ ff} N y2.29 53 E BETTY A. BLACK 3�2Zo OB 1643 PG 896 END TIP PROJECT B-4414 —L— POT Sta. 29 + 75.00 /I- ca C) o� 00 LINWOOD G. KEECH DB 1365 PG 768 10 z mW 00 SITE 2 447,E moo . C) 0 �V`754 62 yy �29r N 55' 5� Q Q Z — — — - /G T —CAB ESQ () 67 L I _u I = ti 0-�Js ems. Im r B `► I O�� ► •g ` m �7 IS ► CI P P U/G TEL CAULE.]i_ — --T— =r— ......... FAT Fes_ J x US 264 28'BST — —T— F Ell '� '� '� '� '� ` ♦ ON N CENTURYLINK DIRECTIONAL BORE 1 1 I 1 � � 1 /3' GRMMNM�► PROP U[q TEL CABLES= _= d I RCP— =- I T HE HEIJ�ESFFERSON MB:92 PG W WOODS N W W IN W LO O N O S s s Ll o_ F 1 Cb 0 2 DOROTHY CLEMMONS DB 1002 PG 646 PC E SLIDE 24 -6 THOMAS LEE VAN STAALDUINEN DB 1050 PG 563 „n Q PC E SLIDE 24 -6 o� � cD CENTURYLINK z BORE PIT g W 0 1 1 ; 1 GRV 1 1 -►_ �EXISTING R/W 1 7 rT--15' R P I ' �9 GR_ V - ` /9' G�_ — 1 IS R P 15 HDp— - /2' GR / 15. R '—T Fp— v— _ 1 40,— . _ — —T— / 115' RCP • -15' RCP w El O N� 1�1 ..,�' N I�1 Nm 1 1 � 1 1 r � O 1 5' m 1 n CENTURYLINK ABANDONED (11 N N THOt,S ,G PJ FF 7RSON MB 22 PG 50 W b� M M M C O OD � "I I I I I y 4 I& F z J�. N O a WW c� S 70'29'02' W CAROLYN KEECH WILKINS DB 1079 PG 198 z N a N �D O LO N EIP � z N a D Ij1 �02 EIP �Itr Q1 W O m ZD `o � m 0 0 � 9'GR% ► IP 2. PV— S 68*31*02' W 100.50' z to �D �p �w O ISFD I rn --1 S WAYNE KEECH JR. DB 1824 PG 4 79 G EI EXISTI L R/W 2• RVCT ►/0'SO/L ►RCP --------- _ _ —r -- w — ♦ - - - - _ _ r Fp_ _ z _ — r _264 39 BST JO/�_____ — —i F i' �T--f — — —T— — KJV - 0-- Q — — T W — S 1 � EXIS— � � � —W—� — � I - RC ISFD ; "�� i-------- --- _—W— 12'PVC j CULTIVATED Elo 1 o EXISTING R/W 1 1 bo MELISSA PAYNE-WESCOTT� IsGR OB 1063 PG 574 PC E SLIDE 24-6 i „ I 1SFp o 10-E-362rill s 0 `" MELISSA a ALA ^; PAYNE-WESCOTT °° N �� m DB 1753 PG 751 �; 1 Lit? rn I PC E SLIDE 24-6 z iD At m S 67'59'46' W S 67°59'46' W m 104.31' 66.00' EIP THOMAS G.JEFFERSON DB 966 PG 2 MB 22 PG 50 (A N IV O lid Cn � N im rn • C� 74 oh..--4