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Home My WebLink About20160065 Ver 1_B-4440 Brunswick County-revised utility drawings_20160614Carpenter,Kristi From: Sent: To: Subject: Attachments: Follow Up Flag: Flag Status: Rivenbark, Chris Tuesday, June 14, 2016 1:58 PM Brad Shaver (brad.e.shaver@usace.army.mil); Brittingham, Cathy; Steenhuis, Joanne; Carpenter,Kristi; Lane, Stephen; Herndon, T. Mason B-4440 Brunswick County-revised utility drawings B-4440 Revised Utility Drawings 06142016.pdf; B-4440 NEU Narrative revised 06-13-16.docx Follow up Completed The power line previously proposed to be relocated overhead is now going to be directionally bored instead. As a result, we no longer are proposing pole placement in a wetland or hand clearing due to utilities. The revised drawings and narrative are attached. Please let us know if you need a formal request for this revision. Thank you. Chris Rivenbark Project Development & Environmental Analysis Natural Environment Section North Carolina Department of Transportation 919-707-6152 office crivenbark(cDncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 ; � � �► � ,r � Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. •� �� ' ' �� LOCA TI01�: REPLA CE BRIDGE 1�0.163 � VER M ULBERR Y S WAMP 01� SR 1349 Utility Permit Drawing Sheet 1 of 3 1�ES PERMIT PLA1�lS REV (June l3, 2016) TYPE OF W�RK: GRADII�G, I'A VI1�lG, DRAI1�lAGE, £� STR UCTURE �IaCS i� %� � ,- � �� i � � � � ;� ,i �- \\ . � � � � i � /� i� � , ��-� �- � , �. � � j ,- , �_ , /' LL' V L�( l ll l 1�V LiV 1 L-77 // / -L� STA. IS + 80.00 / � / / \ / �� / ��o / j � ✓ . /�� /� �� / �i / � � i / .�o / ; �' �� / / �„_/ �� / �� \ THIS PROJECT IS WITHIN THE SHALLOTTE MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. . I8 + 46.67 -■ - � � � � �E \ E11tD BRIDGE -L- STA.19 + 34. 05 1349 BRIDGERS ROAD � � o '� o �� , � , , ,, o2y� � , , , ,, C�� ' � �, �, C�O '' �, �� , �, ,, �, �, �, �, �, �i / � / � ,, ,, ,, ,, ,, ,, ,, ,, ,, �� -----__�� .� � ��` � � —T--r--_— ro � , � , � —_ \ �,'�,' ��\\�� \ i i ��\ � , „ , , �� , '� '� E11tD �� '� -L- STA. 21 + 75.00 ,� �� , ,� �� , � � � , , --� � I � � �, � , „ �. � �. , TIP PROIECT B-4440 ]�I[$l�]L�I��1�T�1[$� ]�ILAI�T� �� u�� GRAPHIC SCALES DESIGI� DATA PROJECT LE11lGTH Prepared In the Offlce ofe HYDRAULICS E1VGI11tEER ADT 2 O16 = 3, �92 DI T�ISI01� �F HIGHWA YS 50 25 0 50 100 ADT 2036 = 6,432 LENGTH ROADWAY TIP PROJECT B-4440 = 0.097 MI 1000 Birch Ridge Dr., Raleigh, lvc 27610 �� o� aoap�y �� K = � � p�0 2012 STANDARD SPECIFICATIONS �p oQo PLANS LENGTH STRUCTURE TIP PROJECT B-4440 = 0.016 MI I'•E� � � 0 _ � � 0 SIGNATURE: � g 50 25 0 50 l00 T— 7 ��o * RIGHT OF WAY DATE: GARY LOVERING, PE ROADWAY DESIG11t E11tGI11lEER � Q V= 40 MPH TOTAL LENGTH OF TIP PROJECT B-4440 = 0.113 MI FEBRUARY 19, 2015 PROJECT ENGINEER ��„� ooQ� PROFILE /HORIZONTAL * o 0 l � � �� '� p p��Q ( TTST 1/o + D UAL 6/o) l0 5 0 l0 20 FUNC CLASS = RURAL LETTI11tG DATE: SUSAN C. LANCASTER, PE LOCAL AUGUST 16, ZO� 6 I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER P.E. SIGNATURE: J V N N J W V � � a W � O 0 Z BEGIN C 0 °° —L— STA 1 � � � N � � Z 0 a 0 w 0 0 a 0 z ` � J \ w � ATMC o � (TC N Z � � O � Q 3 o ATMC� HH � Q� (2.5 x 4 ) � 0 � � � � Q � � �r m � J � � � 0 � �a�w � � Z � W Q Q " �Z�., �- ��w zo3 O_ a0 a� M Z �y,� N 0�0 w Q�� o oZw a�o �°� � / �� ^� �� . . Z�� O Qe�° N Z Z � �y> W � � � c�� N tn L � ��' > > `� -� Z w W � `� �- � � / � � � � N ��.�i� � / z � � � � ��4s � � � � � o�` � �� I / / � � � / � � m , / � ,� \\�� <\ �� BE I TIP PR E T 6-444 � \\ G N OJ C 0 � � \ —L— POC STA 15 + 80.00 \ 11 0 � o I ONSTRUCTION � \ � � % ll 5 + 03.50 � � / �� 00 � � STORE MASTER F DI� III, LLC �� i�� \ DB 336 ��'l � • �0 /�� / � ,� � �/ �� %C� n\� i �` ✓ // 00 �� ° / � d� �`� � y�\\ /� �� o/�� j� ,�d� � `�\ ,� �� / j / / � \� �� \/�� ,�� r� %', � a 6' X 10' — �/� ATMC CABLE BORE ��c'�c �� BORE PIT � . / � . ��,� (��/.� �� %�� `�� , �� \ J �' �\ �G � ATMC BAND NED CABLE i i� � � � s � � _ � �TC TV ) � ABANDONED CABLES ��..��G� �°� pR��qT � � � & TV ) TO EX . PEDESTAL � �� ,��o� FoRL�� FSqT � '`'�� , ` \ . / C� � S�P��\JpP� i �'syoA B �B - „ HDpE _ - �\ � ,p e�� E � � `/ F°� � €� � v ; 66� ST R . c \ �_i � � /� � `N R6� o? - _4' FIDP — e � \ �� / � / ., � P�� _ -- — — — ��° �� Q�� G 1� �_ �—�— `��—� � � —� — — — ,204 �PT� � �� C' 15" HDPE � � �isz / �pP �,S / � � � CJ� � �---- z� 4 W � JOHN D. WARD, etal ` �' DB 3345 PG 293 � _ � BRUNSWICK EMC POLES # 1 AND #2 W �9 `N D � WOODS � � � � � PUE � P 0 � 1� F � J � �� _ — _ _EXISTI G� �P� � & V LI F �,� � — — 1�ES PERMI T PLA1�lS RE T� une 13 2016 � Utility Permit Drawing Sheet 2 of 3 0 N PROJECT REFERENCE NO. B-4440 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER �� II9� N�T U51E ]F� C�NSTRUC'Il°I�N , ,. �, , , ,. ,- , , �/ � � � � , �X ,� � � , � % %x U/G POWER, TELEPHONE & CATV � � ,� 5 '" ,, END TIP PROJE B�4' 40 JERRY DANFORD ATMC & BRUNSWI CK EMC POWER P� 329 —L— POT STA 21 +; O� � CABLE TO BE BORED %'x � i �� SEE �ROFI LE ON SHT 5 , w� y� � ; � � i \ � � , � � � ATMC ABA�IDONED CABLES ; ; x � , \ � � (T� &� TV� , � ; ; � \ � ��-g� ' ; , � � � � � � ia�MC HH ; � x ' � �� (2:5�' X 4►) , , > �' / WOODS ��e � � � � i X yG � � � / 1 I �� \ ` � � BRUNSWICK EMC POLE #�j RUINS ,� /, � � PUE- _ T EXISTING R/W \\�, ��J'�� *e 3 P �/� � �� - _ _ _� L - - 6" DIP ABANDONED IN P _ _ _ _ � "o.i63 ' I � � � / /� /� _ � E01 _w r - `c�� ,r� /i /5 R�P/ / � — — - w�a- ,� -- -A - - -- _ \ � C�� a � � �� // / � v E � 0��E- - � � F � -�- — - \ - - -- \ �� // /� � �� 2� D�P -m i iz^ � _ — iz" w s / � � � �/ �� / �� E . NN /( R —H�M�\� � _ _ _ 1 _ , \ ��,� � / � /// � � / � J • 15' R ` � \ �— � � � - �� i // / / / �' � � � � �� °��e �� j � � �/ � � � `� �� ABANDONED� A�TMC �C,�7`V i �, 5 � � � � - l � //� �•�Q � ��/ / � / ,/ / �\co � I y� � � �, �, ��, � � � ��, �Pe / � � LT �, ,l� \ � �� .. �� 4 � .� � \ / �PS� / �- � �� c� � � w - � � � � �/ / ��,��- � / ATMC � � � _ /�/� / CABLE BORES �� JOHN D. WARD, eta� � � / �/ / �P� i � / �\ \ DB 3345 PG 293 � / / -- � 1� � �5�� 9 \\ � � � � � � %��, - /.� � �� l� �\� , � �� ,,..�/� � �� %�,, �, � s o � � / // � �\ � s + / , � PT Sta. l6 70.8 � a�� LOWES HOME CENTER IN�� ' � �� j � PG€� DB 1356 PG 456 . � � � � � "'s � , / � � \� � � �� „� � � � � � � % �a � �� ,,\/�� / / � � �� ATMC� HH � � � ° � / (2.5 x 3 ) � �,�`�� // � � / �� i /� � ➢�� oQ ,�� e�°,� �� \ � ��' F�� S �N \� �� N �� G � \�,�� g � ��N�N�S P � � O �R� � G Q� \ � �_ � \� C� PC . ll +48.05 � BEGIN WL BORE STA 0+42± \ � SEE PROFILE ON SHEET 5 o // � � � � // �OT Sto. 1Of00.00 � � � � // z � // ' �� ,--, � / �,� �, � �-- � (i -� � � w \ \ � � �� o� N �; � �� \ � �� ,� ��3 `�\ \�� \ � � � � Pl Sto l4 +29.22 �= 52° l6' 42.0" l RT ) D = l0° 00' 00.0" L = 522.78' T = 28/.l7' R = 572.96' -L - Pl Sta 24 +03.47 0 = 33° 56' 28.7" (RT ) D = ll° l4' 04.1„ L = 302.12' T = 155.64' R = 5/0.00' NEW 12" WL PROP U/G ppW TPUECATV CABLES E � _ � � C 4 i V -- — �' �i— — – PU�ri woo�s ; ; X / �.� I � ni / /� / EW POWER POLE �qrE %�% x / // \ �—. X I �sr--��- —� � — — -- — — � _ � / �\ —�sV �' k i \ � � �R � T END OF 6" �/349 BRl GERS RO � r� � � E01 E01 12" q� / _ _�. _w - - w - - _ _ _ � �� _- / - --- - T / � 5"RC W ----__ \+ E j P E01 - - �- — — — — — C �i �� W/LT — � ��' � 2q„R�p� L _ 12" WL �4� (,�� l2 ' A �' \ �y � I I \ \ c — O� w �� \\ \ �, � i � _ 2q„ ��E C e 6 � %� � � � T E /� � / i � � \ � - - -W_ _ BORE PIT � � . �'' � � ° � \\ � \ \ � — — _ `�� 30' NSWIC— -., � � ' /Q BR W WATER LINE EASEMENT � — —fl� — � — RF �/R - -W- - � ' TRENCHED WL � \ � �'�� — _ �� <�FF -��° �,��.� m � � ---_ �j � " �Y �� I � � - w - �- _ 24" DIP �n f� i � � ��' �_ — �`'' END WL BORE STA 4+59± � E-� � � � SEE PROFILE SHEET 5 � � ,� � � �- � �� Sta. �+47.83 � � � � , � � � � � � � ABANDONED ATMC CATV � , �� `,� �' � � � '3 � � � � � � � � � � � �� o � � � ', \, � � 6 �, � � � `, � . � � � � � � T. EARL HUGHES, etal � � � � � � � � � � DB 430 PG 275 i ` � � � � % �� PT Sto. 25 +49.9� � � � Y \ � � � � ` � ..� �\ 1 / � � i � � � i � � � i � \ � � i 1 � / / � � I il � � � i i - i i i \�� i i , � � � �, � � � �1 �' � o � � ;� ;� � � , �� . , , i \��\ c � � i � � , \\�` �� // / � . �, �� , � i � \\\\\ \`\ � � / / � , ; �� ,,, \ , � � � � ' � ,, , � . � � , ��, '��__� � , --- , �� , �, . , . , , � �, � ,, � APPROACH SLAB OR —L— PROFILE SEE SHEET 5 OR STRUCTURE PLANS, SEE SHEETS S—? TO S—? � PROJECT REFERENCE NO. SHEET NO. � B-4440 5 � ''�� ''� 1�lES PERMI T PLA1�S �,, �, ;, REV une 13 2016 � =--- _-: : : �_ : : : : : : : : : : - � lf�]E�]E�,][i�'1[�I�T lE�� l[�]L��I�T� i i , -- - - , ---. _. . . �� N��r �T�� v��a�T��d��v II I I . I'I I� . I I I! II' . 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I_ i i i — � , _ _ _. _ .� _, _ ._ � 10 �, � 3"mine � '-'-' �- 3„mino 10 � i <� �, �` � : ,�' ; ' 4�" TR NCH @ 36" EPT �� I S AR 4" TRE CH @ 3 "' D PTH ,� ,� -- -____ i ,� ,� � �� F R TMC FAC LI IES �� . � � � . , . � ,, , !i_: i : . _ -i_ : : ` � . � .' _ _ p I � � � : ,� ,, PE CU _ p �i �i �i \ . , , i i i � .\ r , , , , � ! . � � , ` � I I ►► ` �\ ' ' � �� 'i I � N 22 TRE CHLESS •, �, E D 2, REN HLESS BE I 10 � '�� ,, � ' ,� � -10 i i � � � .. i i „ \ � i � „ i : \ , � : , � ; ; . _ i. li. , : — , . �� _, ; �i i _ _ i- . , -ii �, , i: � e _ , �� 2 R E N H L S S Y ,, ,, � . , , :: I _ _ :. �i_ : . \` � . �� . ___. -2p '� � IRE TIO AL BOR F0 . , ., , � _ _ _ -20 _4►► I'OW R OND iT � , _ -i -- _i - , � � ' , � : - - � i i .\�---- --- ---- ---- --- --- � � �� I I _13 " T LE & C TV ONDUIT . , - ------- -------- -------- _ i� i : i : : – 30 �, �, �, 30 i � �i _ ��, �� ___ �_ P R E E& �� Q I E - � ___ _ _ _ � _ _ i � — � ii i I� I II ! I il + + + + + + � + + + + ;I ; + + I�li �, 15 80 16 2 1 60 17 0 7 40 17 80 18�2 1 60 19 0 9 40 19 80 20 2 2 60� 21 0 1 40 21 80 ' �I : 'I III I � . . I _ I _ __ _� _ _ __ P_ �P . 15►► DR IN E P P_ _ � � A E �- -� _ � _ �� I V = 5.6 � �__ _ �_ _ _ � _ �_ . _ - : _ i � : i � W 1 TA L STA I �i ii i � / i � � : i � / � ROP GR DE ��I !� ST EAM � � — - I I— : i_ _ _ � � _I _ _ _ i_ � I � - -- � '� ' / . I_ � - _ _ � _ _ __. _ � � Q 10' — — — � - --- - - - III � I : MIN �� i i i � i � � � : : : \\\ : / : : �i ii ii : : �I�I� : �!i, : I : � � i , : : �I : : : _ __ _ _II _ \�`; . �I i ' � II I �_II _: . -_II_ c � � � , ._ a� � � , � -� ___ _ _ �I . _ _ _ __ _ _ �M N M' 'iil �il iil \\ / o - \ I i - w I I III_ </ _ I I _ .. _II � _ _ _ _ ! _ _ . �i II I I \ � I � ' ' ! -� �� / I �' I i 53 LF \ 12 LF � �i li �i \\ — : : � - ' 0 EN - 0 EN _ m �, �I �I TR NCH 4 6 L TRENC LES IN TA LAT ON TR NCH �o � i i i a ii _ _ , I_ , !_> . , w III II I I . Z I I � I I � i I •� II li � I I I . •� i c I I � II II II �o.� . . �� o- �� 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 �� B-4440 NES Narrative Utility Owners: Power (Distribution): Brunswick EMC-contact Telephone/CAN: ATMC-contact Water: Town of Shallotte-contact Josh Winslow 910-755-4080 Josh.winslow(c�bemc.orq Phil Hill (Byers Engineering) 910-279-7499 byersphill(c�qmail.com pshill _atmc.net Albert Hughes 910-279-2766 shal lottepwd(a�atmc. net Water: Brunswick County Public Utilities-contact William Pinnix Sanitary Sewer: Town of Shallotte-contact General Utility Relocation: June 13, 2016 910-253-2408 William.pinnix(c�brunswickcountync.qov Cory Sumner 910-520-4473 Cory.sumner(c�brunswickcountync.qov Albert Hughes 910-279-2766 shal lottepwd(a�atmc. net All utility lines inside project limits currently within construction limits will be adjusted as necessary or relocated away from construction before project is let. Existing Utilities: • Power (Distribution): Existing power lines run overhead on poles crossing SR1349 from the south side to the north side at Station 22+00, then runs along the north side of the project and parallel to SR1349 and near Station 16+90 it turns 90 degrees and runs down an easement behind the movie theaters. • Telephone 8� CAN: Existing copper telephone lines and cable TV lines run underground, one each along the north side and one each along the south side of SR1349 with three perpendicular crossings, cable TV at Station 15+90, telephone at Station 16+75, and cable TV at Station 18+10. B-4440 NES Narrative June 13, 2016 • Water: Existing 6" DIP on the south side and parallel to SR1349 and under existing pavement from the beginning of the project to approximately Station 17+50 is abandoned. Existing Brunswick County 24" DIP waterline which is the main feed to south Brunswick County on the south side of SR1349 inside of its own 31 foot easement, outside of existing pavement. Existing Town of Shallotte 12" AC waterline on the south side of SR 1349 and under pavement from the beginning of the project to approximately Station 17+00. • Sanitary Sewer Force Main: Two existing Sanitary Sewer Force mains on the north side of SR1349, both outside of the project limits. One crosses the road perpendicularly and runs down the west side of a private driveway at Station 22+20 and one that remains on the north side of the road and stops at the movie theater property. Proposed Utility Relocation: • Power (Distribution): Proposed power lines will be direct bored under the stream on the north side of SR 1349 from Station 16+90 to Station 21+32. The existing aerial power line between these stations will be removed. The trenchless 22-inch wide direct bore will contain 4 4-inch power conduits and 3 1-1/4" telephone & CATV conduits, as the power line will be combined with the telephone & CATV lines all bundled in the same 22-inch bore. The bore will be installed within the 15-foot PUE, and will be approximately 20-feet below the stream. The proposed power line will connect to existing poles. There are no impacts on the wetland areas. The relocated power line will cross SR1349 diagonally at Station 22+25. Telephone 8� CAN: Proposed telephone and cable TV line will be direct bored under the stream on the north side of SR 1349 from Station 16+90 to Station 21+32. The existing telephone and CATV lines within these stations will be abandoned in place. The telephone and CATV lines will be combined with the power line in the same 22-inch bore. The direct bore will be 22-inch wide containing 4 4-inch power conduits and 3 1- 1/4" telephone & CATV. The bore will be installed within the 15-foot PUE, and will be approximately 20-feet below the stream. The proposed telephone and CATV lines will connect to existing lines by a 4-inch trench @ 36-inch depth, outside of the direct bore. There are no impacts on the wetland areas. • Water: 594 linear feet of proposed 12" DIP Town of Shallotte waterline will be installed with 407 linear feet of trenchless installation by direct bore under the stream on the south side of the project from approximately Station 15+80 to Station 21+75. The existing 6" DIP Town of Shallotte waterline has previously been abandoned in place. The existing 12" AC Town of Shallotte water line within the project boundaries will be either removed or abandoned in place. B-4440 NES Narrative June 13, 2016 • Sanitary Sewer Force Main: Existing Sanitary Sewer Force main is not in conflict and will remain in place.