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HomeMy WebLinkAbout76256D - South Carolina6&-�-) 5.7.2020(-�Alr K-<: CAXDREDGE i FILL No. 76256 A B C �) �r �FE'�� LPERMIT Prwkxn permit #fation Complete Reissue Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resouices ommission in an area of etroninental concern pursuant to I SA NCAC 07 H , j t0 0 a t C O ToN N mIU %SOOouX Ries attached. Applicant Name l t C�kRt�l.ai✓A r�C4 LG1TFom&roject Location: County _AIL } ►NOV�.t Address �R a-W 0s'o►a/As, "C Lbs S"AA Sty{ 6t.,,.t. RtDs_ �s►ti+s Street Address/ State Road/ Lot #(sj_�� 70- - C►tr a,.,. sCaN _._ State-4.0 ZIP_A74P 07 1. _AID $�j__._D_ Phone # (414) '_�4.i _E-MaN �'�11dh16Ok 4,AxW 4ra.row6ubdirisiort_ _ J-J&__ Authorized Agent EVONATIQ ISA4_ ,.,JS,Qt_%JLfZIP Z?4Oq o CAa. ��CT___ -- - -- Affected AM P/W A XES XM Aer,n/y- Phone # (104) 6031- -► t53 River Basin W#wa___G�� , AEC(s): =OEA HHF IH ^ t18A N/A Adj. Wtr, Body RAP& �� v- _L 1i Fws!An _ ORIN yes rho) PHA y5;)a / no Closest Maj. Wtr. Body A1l^/VJ _ Type of Project/ Activity :%�J1A L L_ 1%115-W cSµ Brt Q %A pus IAT►► LTV L-f NC m m R, &AOLEy CRE C Bi t R�cT,n.VA►. B►PP•L'. (Scale: N TS ) Io ck) length atform(%)Platform(s) , I Cardin I Bulkhead/ Ri length avg dis offshore max dis tfStlttt@ Basin. channel cubic yards Boat ramp Boattxxne! Boaddt Reach Bulldm�ng 6;;r)UA Fie" A-5va— I 1 5 AwY '1& % OLt--A V iR V*t (31ZAV 1,...,Ey C-Ft-l. I N006MA1 - Nt46+ WATIU (✓{Vrr1 � �J H A ly. G i 1 c %are&*Le„gth N/A r� `' SAY not sure yes ® r �C.F E —I V c 31'4 �>G•Y IS 1 I l ,j A 4 u 2 O *fe-,X9 Moratonttm Na yes Photos: no A-rf-o 1R1:c*.kv,✓c ey `mks O�Pcc 1 02 0 Waiver Attached: yes .r ntr • , I A building permit may be required by: Alaw HAAIb gsL Co",ry See note on back regarding Rimer Basin rules. ( Note Local Planning Jurisdiction) IT-Y df Wt,,IA t 14WO / Notes/ Special Conditions _ jet rl H , i r 0 © AAl D A (-L VTrt r— R FE.D g4a_ A L . s-rA Tr_ 0W D _ _ LOc.4f Rlf: Gac,wZf�eL— AP?L.y Agent or Applicant Printed Name -A e � " d"t Signature Please read compliance statement on back of permit" 04ti0 Ise Application Feels) Check # C �iif+ RatA L L.* W WOWT 940k. S ' 8C7'('fb►�+4 oe PL4a��, l/l-rtw►sy L FieratRa�r'r Prttte.e Hants Isstung Date tion Date �CAMA / XDREDGE & FILL GENERAL ; PERMIT, XNew ❑Modification El Complete Reissue ❑Partial Reissue No. 76256 Previous permit # A B C o Date previous permit issued As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC I (o O O C/o Too N TN %eOpa.VC- Rules attached. Applicant Name _5:kAJJ1 CARU O/✓A rfCr-COMMIANICA-roov.5ProjectLocation: County Alrw 9A^,ove-R 01P Oup N��vin�C�S� LLC J8a .5r-GRA Address _-7, 5ul 15j, R112EX- VIZWC Street Address/ State Road/ Lot #(s) (,kS City R'AL_c,czu StateALC_ ZIP 2 7 & 07 OLEA WDE.R -f)R . P- • U . VJ, Phone # (994) 2XZ.- Ilgl E-Mail johri.+ iloodawf6sgrn.co4ubdivision NIA Authorized Agent F_Vt5L"Al10/ij OPTICAL_ CoMY�'kA;ICAI, S',,"City khL—,M IIC,TON ZIP 2F409 /o ZE6 'DCAL Affected �CW ] EW )4PTA XES )[PTS AWAIT Phone # ( q- ) (a51-'1853 River Basin In/Nir� OAK ElOEA ElHHF ❑ IH ❑ UBA ❑ N/A AEC(s): Adj. Wtr. Body QRADt.ry Gzf e Ic nat m� ) ❑ PWS: Closest Maj. Wtr. Body ORW: yes / no PNA yes / no �� W Type of P�r?oject/Activity :%/jSTABr, A115-w Sui3AoNEouzi u-rIt,ITy L-iNC (AA/my, ?RAOi-cy (..PEEK 8y Di P-r.c-rinwAL_ $yRt= (Scale: Fier (dock) le-1, Fi\gPlatfi FlFiG Bulkhead/ Ril avg dist max dis Basin, channe cubic ya Boat ramp Boathouse/ B Beach Bulldo Other UC Shoreline Ler SAV: r Moratorium: Photos: Waiver Attac ��J A building permit maybe required by: 14 w 14AAtoVE1t. Coun/-nY ❑ See note on back regarding River Basin rules. ( Note Local Planning Jurisdiction) CITY of t^1r i-M t ivC,-rof/ Notes/ Special Conditions o 7 ij i 1600 A AI D A LL crrA C.R FT_D V_P_ A L.. .STA7 E. AND LOCAL Rr.C,I.iLAnnAls APPWy' A -fit Agent or Applicant Printed Name Signature ** Please read compliance statement on back of permit ** $400 :st- 15?6 Application Fee(s) Check # PermitOffrcer's rinted Name _ Signature Issuing Date a' °''' LExpiration Dit T AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION Name of Property Owner Requesting Permit: South Carolina Telecommunications Group Holdings, LLC dba SEGRA Mailing Address: 2501 Blue Ridge Drive, Raleigh NC 27607 Phone Number: Email Address: I certify that I have authorized 984-222-1191 john.thiboboux@segra.com Evolution Optical Communications, LLC Agent / Contractor to act on my behalf, for the purpose of applying for and obtaining all CAMA permits necessary for the following proposed development: Wilmington Densification Cluster 14 at my property located at Bradley Creek/Oleander Dr , in New Hanover _County. I furthermore certify that / am authorized to grant, and do in fact grant permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. Property Owner Information: Signature John Thibodoux Name Director of Construction Management Title Feb / 18 / 2020 Date RECEIVED This certification is valid through _/_ / FEB 21 207' QCM WILMINGTON, NC CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner: South Carolina Telecommunications Group Holdings, LLC dba SEGRA Address of Property: Oleander Dr/Bradley Creek, Wilmington, New Hanover County (Lot or Street #, Street or Road, City & County) Agent's Name #. Zeb Deal Mailing Address: 1055 Stanley Lucia Rd Agent's phone #: 704-651-7853 Mount Holly, NC 28120 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions must be provided with this letter, _ I have no objections to this proposal. I have objections to this proposal. JI you have ob/ections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext., Wlimington, NC, 28405.3845, DCM representatives can also be contacted at (910) 796.7215. No response is considered the same as no objection it you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must Initial the appropriate blank below) I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement (Property Owner Information) (Adjacent Property Owner Information) a1��f � Sinature Si e hn Thibodoux Print or Type Name 2501 Blue Ridge Rd. Suite 350 Mailing Address Raleigh, NC 27607 City/State2ip 984-222-1191 Telephone Number Pw11 t- (4 f, J. 4 /�'r"A",. Print or Type Name yG l �i��k (,✓ U� Mailing Address t-, ,1,`„:14 , / tic Z- u-3 COWWate/Zip 910 _ 5 1 S-Z- Te/ephons Number r Ze s -� G RECEIVED Dare -- -t--- - ---- Date � i Re,�asdarys/2v�2 MAR 4 6 2020 DCM WILMINGTON, f[C ■ Complete items 1, 2, and 3. Is Print your name and address on the reverse so that we can return the card to you. Is Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: f JL 2� �bGf+r G� ►' W,%r-�"sL At- z6yvl " ❑Agent " Addressee — Addressee Af ved by I ) , C. Dote of livery • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the carto you. Is Attach this card to the back of the mailpiece, or on the front If space permits. a re -`� ❑ Agent ?d ( ❑ Addressee —` B. itved by (Printed Name) Date of Delivery D. Is delivery address different from Rem 19 If YES, enter delivery address below ❑ Yes ❑ NO/ _ 1. Article Addressed to: / %%�/ �? 11, G fir �, Y,/ rlt. #' _ D. Is delivery- different from Item 17 ❑ Yes If YES, after dellvery address below: ❑ No I �y�� C i ►'C4- �✓ �J ►' .1rt rn�ivt. , /vL Z 4`1 L2 Service Type Adult ❑ �y Mail Expss® El Mail— 3. Service Type El Mail Expresso0 Adult Signature Restricted Delivery ❑ Certitied Mah ❑RgryMail Restted111111111111111111111111111111111111111111111 Delive liIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIII ❑ Adult Signature ❑AduN Signature Restricted Delivery ❑ !stored MWITM ❑ Mail Restricter 9590 9402 5187 9122 1255 62 ❑ cenred Mil Restricted Delivery El Return Receipt for 9590 9402 5187 9122 1255 55 ❑ Certified Ma M Deivry _ ❑ Collect on Delivery Merchandise F Signature Confirmation'*' ❑ Certrfied Mail Restricted Delivery ❑ Collect on Delivery ❑ RettKn Rrrr for fvlerctrartdiss 2. Article Number (Transfer from service label) ❑ Collect on Delivery Restricted Delivery Mal; L: Signature Confirmation 2. Artiria Numtux fTrancfor him c^mfrv+ Lihan ❑ Collect on Delivery Restrcteo Delivery 'I Signature Confirmation 7 019 0140 0000 1486 2209 U)0'!l Restricted Delivery Restricted oe+lvery 7 019 014 0 0 0 0 0 14 8 6 2 216 i Restricted Delivery Re ConfirmationDelivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt , pS Form 3811, July 2015 PSN 7530-M-000-9053 �Y Domestic Return Receipt Is Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Mice Addressed to: (� dr r 1 i ,4,_ L✓ 43 izd 03 A. S' "7- ■ Complete items 1, 2, and 3. 11 A ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front If space permits. X ❑ Ag" C. Date of Delivery D. Is delivery address different from Item 17 ❑ If YES, enter delivery address below: ❑ No 1. ArticleAddressed to: Orl.41-y 6r144-_ L)r Z k V o2 X ❑ Agent B. ved tljl ;='I&* name) C. Dat of Delivery D. Is delivery address differont from item 17 ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Priority xpress V 3 Service Type ❑ ��nty Mail press® I II IIIIII iIIIIIIIiIIIIIII :3 Adult Signature ❑Reistend Mail"' II I IIIIII IIII III I NII I II IIII II II I iI IIIII I II III ❑ Adult Signature ❑Registered Mail'`IIII II I IIIIII IN BIi ❑ Adult Signature Restricted Delivery ❑ Regktered Mail Restricted Delivery ❑ Adult Slgnature Restricted Delivery ❑ Registered Mail Restricter 9590 9402 5187 9122 1255 86 ❑ Certified Mail® ❑ Certified Mad Restricted Delivery ❑ Relum Receipt for 9590 9402 5187 9122 1255 48 ❑ Certified Mai;® ❑ Certified Mail Restricted Delivery Delivery ❑ Return Receipt for _] Collect on Delivery Collect on Dei,very Restricted Delivery Merchandise E, Signature Confirmation*" O Collect on Delivery ❑ Cc;*ct on Delivery Restricted Delivery Merchandise P Signature Confirmation*"' 2 Arfirb Ni wr*ii r rrmnth— Imm tandrw Wwifl 2. Micle Number (Ransfer from service label) al Ll Signature Confirnwbon Restricted Delivery 7 019 0140 0000 1486 2223 Nall Fj Signature Confirmation Restricted Delivery 7 019 0140 0000 1486 2186 all Restricted Delivery Nall Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt PS Form 3811. *July 2015 PSN 7530-02-000-905.9 Domestic Return Receipt RECEIVED MAR G 6 2020 QCM WILMINGTON, NC ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: i,,,I,ti., ,, N(- z 8'/J r. hilllE`..# I/ `ir"i"i Is delivery address differmtt from item 1? U Yes if YES, enter delivery address below: ❑ No II 3 Service Type Priority Mad ExP1Tr�eu9 ❑Adult Signature LRegistered Ma1IIIIIN IN IIIIIIIIIIIIII)IIII IIIIIII`IIIII Adult Signature Restricted Delivery ❑ Registered Mall Restricter 9590 9402 5187 9122 1250 81 o Certified en tied Mai Restricted Delivery o Return Receipt for O Collect on Delivery Merchandise 2. Article Number (Ttansfer hvm servke lebe0 ❑ Collect on Deirvery Restricted Delvery ❑ Signature Canfirmahon^" latl U Signature Co Armation 7 019 1640 0002 2641 0 4 7 4 la l Restricted Delivery Rewlr1Cied Delivery Ps Form 3811, July 2015 PSN 7530-02-00o 9053 Domestic Return Receipt a c� 3 0 o n m m ? � v z CERTIFIED MAIL - RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM Name of Property Owner: South Carolina Telecommunications Group Holdings, LLC dba SEGRA Address of Property: Oleander Dr/Bradley Creek, Wilmington, New Hanover County p (Lot or Street #, Street or Road, City & County) Agent's Name #. Zeb Deal Agent's phone #: 704-651-7853 Mailing Address: 1055 Stanley Lucia Rd Mount Holly, NC 28120 1 hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing -the development they are proposing. A_descriation or drawing, with dimensions. must be. provided with this letter. V I have no objections to this proposal. I have objections to this proposal. ff you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in wddng within 10 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext., Wiimington, NC, 28405-3845. DCM representatives can also be contacted at (910) 796-7215. No response is considered the same as no objection ►f shave been notified by Certired Mali: YII YAIY Y W YY�YrYYYYiI�YN Yid- �i��YY YYYY�YAY� YY.i rYYI��Y WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must Initial the appropriate blank below.) I do wish to waive the 15' setback requirement. 1 do not wish to waive the 15' setback requirement. (Property Owner Information) / e Sginature hn Thibodoux Print or Type Name 2501 Blue Ridge Rd. Suite 350 Mailing Address Raleigh, NC 27607 City/State2ip 984-222-1191 Telephone Number Date (Adjacent Property 0 Mnor Information) Si nature Print or Type Name y6 19, U Mailing Address z Z / L, �/M il�t `-tw J A' 7 �j tv / L z- i�/fiVn -3 ' ` 01 0 N N City/State2ip Q L, z �IU Telephone Number �� CL Q Date nevi sed 8/18/2012 ,CERTIFIED MAIL - RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner: South Carolina Telecommunications Group Holdings, LLC dba SEGRA Address of Property: Oleander Dr/Bradley Creek, Wilmington, New Hanover County (Lot or Street #, Street or Road, City & County) Agent's Name #: Zeb Deal Mailing Address: 1055 Stanley Lucia Rd Agent's phone #: 704-651-7853 Mount Holly, NC 28120 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. I have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext., Wllmington, NC, 28405-3845, DCM representatives can also be contacted at (910) 796.7215. No response is considered the same as no objection you have beennotifiedby Certified Mail: WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must Initial the appropriate blank below.) I do wish to waive the 15' setback requirement. z �i I do not wish to waive the 15' setback requirement. (Property Owner Information) S' nature John Thibodoux Print or Type Name 2501 Blue Ridge Rd. Suite 350 Mailing Address Raleigh, NC 27607 City/StatelZip 984-222-1191 Telephone Number Date (Adjacent Pro erty Owner Information) Z/. � nature 1?rAGfl-t✓ 1.1r`CK �o 0 M ;n ivi Print or Type Name (� 3-3 8D►- Mailing Address U tq/ ; /N1 ('n IrvQL / 4 k C _ 2 0 7 V-3 —' z ®O City/State Ip 910 -y70- y3P > c Telephone Number uj z c Date Revised 6118/2012 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GovERNoR October 23, 2019 Russell Myers South Carolina Telecommunications Group Holdings LLC DBA SEGRA 1500 Hampton Street Columbia, SC 39201 JAMEs H. TRoGwN, III SECRETARY SUBJECT: Encroachment Agreement E033-065-19-00288 (Wilmington Cluster 14) along Oleander Drive (US Hwy 17/US Hwy 76), in New Hanover County. Dear Mr. Myers Attached for your files is a copy of Right of Way Encroachment agreement properly executed. This agreement covers the following: Install via directional bore 10,587' if of 3-1.25" conduit, with fiber cable and place 13 NCDOT approved handholes. (see attached documents) along Oleander Drive (US HWY 17/US HWY 76), in New Hanover County. • The Continuing Indemnity Bond posted with the NCDOT is hereby obligated to cover work under this encroachment agreement. The Encroaching Party shall notify NCDOT at 910-398- 9100 upon completion of the work for a final inspection. • Time Restriction — Night Work Only: No lane closures shall be allowed between 6:00am and 7:00pm and NO weekend lane closures. (HOURS SUBJECT TO CHANGE DUE TO TRAFFIC CONDITIONS) This approval is subject to this work being done in accordance with the attached plan sheets and standard conditions. Sincerely, DocuSigned by: 9ocuSign 74b4]6... Jon Roan, Assistant District Engineer for Karen E. Collette, PE, Division Engineer KEC/jr/rec ec: Kathy L. Stephens; NCDOT New Hanover County Maintenance Engineer Jessi Leonard, PE, NCDOT Division Traffic Engineer David Cowell, City of Wilmington Engineer State of North Carolina I Department of Transportation I Division 3, District 3 300 Division Drive, Wilmington, NC 29401 Customer Service: (977) 368-4968 (910) 398-9100 www.ncdot.gov first part. That it is agreed;by both parties ,thatthis, agreement shall become void if actual construction of the work contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the second part from the party of the first part. During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor"), agrees as follows: a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally - assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations c. Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to, (1) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation, termination or suspension of the contract, in whole or in part. f. Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through "f" in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of Transportation to enter into such litigation to protect the interests of the State, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. R/W (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form R/W (161) incorporating all revisions to date. IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first above written. DocuSigned by: DEPA Tf kN�O0F, TRANSPORTATION for Karen E. Collette, PE / BY. 955306F52744476... 171 iT OR /T)ESS: DIVISI LINE /n ./ // radley Preece, Utility Coordinator 704-201-7963 Macey Kendall, p�rr$ttiAg coordinator on behalf of SEGRA 1500 Hampton St, Columbia, SC 39201 Second Party INSTRUCTIONS When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of the Manager of Right of Way. In the space provided in this agreement for execution, the name of the corporation or municipality shall be typed above the name, and title of all persons signing the agreement should be typed directly below their signature. 1055 5tanky Lucia Road Mount Holly, NC 70"51-7853 fax 704-943-3059 EVOLUTION OPTICAL C❑MMUNICATI❑N57 LLC June 27, 2019 District Engineer New Hanover County NCDOT Wilmington, NC RE: Right of way encroachment request for Oleander Dr To whom it may concern: Segra is proposing to directional bore 10,587ft (in the NCDOT right of way) for buried (3)1.25" conduit. This will include placing 13 handholes. The following documents have been included for your use: Right of way encroachment form 16.1, NPDES form, Soil Report, traffic control plan and Permit drawings for this project, including a location map If these plans meet the district requirements, please approve and send to: Tracey Kendall Evolution Optical 1055 Stanley Lucia Road Mount Holly, NC 28120 If you have any questions or need anything additional, please feel to contact me at 704-724-1149. Sincerely, Traceyendall Evolution Optical Encroachment Agreement Standard Conditions District Office Contact Information: 300 Division Drive Wilmington, NC 28407 (910) 398-9100 The Standard Conditions in this document apply to this and all encroachment agreements issued by District 3. SC1 A Pre -Construction Meeting is required prior to beginning work. Contact the District Office to schedule. SC2 If the approved permit encroaches within the limits of an active construction project the encroaching party will be required to coordinate with the NCDOT contractor as well as secure a hold harmless agreement prior to commencing work. If the approved permit encroaches within the limits of project in preconstruction, the encroaching party will be required to coordinate with the Department's Project Development Unit to ensure no conflicts are created with the installation. SC3 An Initial Construction Inspection is required after the completion of the work. An Initial Inspection Report will be issued upon satisfactory completion of the work and begins the one year warranty period. Contact the District Office to schedule. SC4 A Final Inspection is required for release of the bond after the one year warranty period. Contact the District Office to schedule this final inspection. Once the final inspection has been deemed satisfactory by NCDOT, the bond will be released. SC5 All bonds will be held for a minimum of one year from the time of the Initial Construction Inspection Acceptance. SC6 All traffic control, asphalt mixes, structures, construction, workmanship and construction methods, and materials shall be in compliance with the most -recent versions of the following resources: Manual on Uniform Traffic Control Devices, Policies and Procedures for Accommodating Utilities on Highway Rights of Way, NCDOT Standard Specifications for Roads and Structures, NCDOT Roadway Standard Drawings, NCDOT Asphalt Quality Management System manual, and the approved plans. SC7 Prior to beginning work, it is the requirement of the Encroaching Party to contact the appropriate Utility Companies involved and make arrangements to adjust or relocate any utilities that conflict with the proposed work. SC8 If the work is located within 112 mile of a signalized intersection, the Encroaching Party shall contact NCDOT Traffic Services at (910) 341-2200 no less than one week prior to beginning work, for the location of all traffic signal and detection cables. Location is required prior to excavation. Cost to replace or repair NCDOT signs, signals or associated equipment shall be the responsibility of the Encroaching Party. SC9 Prior to beginning work, if the area of work is within a municipality limit, it is the responsibility of the Encroaching Party to notify the municipal authorities. SC10 The approval of this agreement does not preclude the Encroaching Party from complying with any and all statutes, rules, regulations, and ordinances that may be imposed by other governmental agencies (local, state, and federal) which have jurisdiction, including but not limited to, those related to sediment control, stormwater, wetlands, streams, endangered species, and historical sites. SC11 All wiring and related work shall conform to the latest edition of the National Electrical Safety Code. SC12 No alteration of the approved plan will be allowed without written approval by NCDOT. SC13 The Encroaching Party shall follow any and all revisions shown in RED on attached plan(s). SC14 A readable, executed copy of this Encroachment Agreement shall be present at the work site at all times while performing work. NCDOT reserves the right to stop all work unless evidence of approval can be shown. Additionally, NCDOT reserves the right to further limit, restrict, or suspend operations within the right-of-way. SC15 All flagging operations within NCDOT right-of-way require qualified and trained Work Zone Flaggers. Qualified and trained Work Zone Traffic Control Supervisors will be required on significant projects. Training for this certification is provided by NCDOT approved training sources and by private entities that have been pre -approved. For more information, visit https.//connect.ncdot.gov/projects/WZTC/Pages/Training.aspx or contact Steve Kite, PE with the NCDOT Work Zone Traffic Control Unit at (919) 814-4937, or skite@ncdot.gov. Division 3, District 3 Updated OS/21/2018 SC27 All excavations inside the theoretical 1:1 slope from the existing edge of pavement to the bottom of the nearest trench wall shall be done in accordance with the following conditions: • Any excavation encroaching upon the theoretical 1:1 slope from the edge of pavement of any NCDOT maintained road shall require temporary active shoring that must be reviewed and approved by NCDOT prior to work. • All trench excavation inside the limits of the theoretical 1:1 slope, as defined by the policy, shall be completely backfilled and compacted at the end of each construction day. No portion of the trench shall be left open overnight. • The length of parallel excavation shall be limited to the length necessary to install and backfill one (1) joint of pipe at a time. • Traffic shall be moved to a travel lane outside the limits of a theoretical 1:1 slope from the bottom of the nearest trench wall to the pavement surface. • Installation of trench shoring shall be accomplished with minimal over -excavation. Trench boxes shall not be used as shoring. • An NCDOT Inspector, the cost of which is to be borne by the Encroaching Party, shall be assigned to this project if deemed necessary by the Division Engineer. • The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled, in accordance with Section 540-6 of the latest NCDOT Standard Specifications for Roads and Structures, which requires the backfill material to be placed in thicknesses between 4" and 8" loose and compacted to at least 97% of the maximum density obtained by compacting a sample in accordance with AASHTO T 180, as modified by the Department. • At the first sign of trench failure, a trench shall be immediately backfilled with materials consisting of A-1, A- 3, A-2-4 soils or A-4 soils having a maximum of 45% passing a No. 200 sieve and a maximum P.I. of 6. All work shall cease, and the Division Engineer shall be contacted. The Encroaching Party shall be required to repair any damage to the pavement caused by the excavation. • No part of any pit shall be within three (3) feet of edge of pavement or back of curb. • Detection tape shall be buried in the trench approximately one foot above the utility or fiber optic cable, whenever conduit is installed in right-of-way and is not of ferrous material. SC28 The Encroaching Party shall comply with all OSHA requirements and provide a competent person on site to supervise excavation at all times. SC29 Approval is only for work within NCDOT right-of-way, and excludes area(s) within Railroad right-of-way. Approval is with the understanding that NCDOT does not guarantee the right-of-way on any road. SC30 The proposed manholes, hndholes, valves or other appurtenances shall not be located in the existing ditch line, front slope of a ditch, or in a manner that would restrict the maintenance or flow of the existing ditch line. SC31 The Encroaching Party is responsible for any and all damages caused from project work within the right-of- way, including damage to drainage structures, pavement, vegetation, etc. SC32 Any plant or vegetation in the NCDOT planted sites that is destroyed or damaged as a result of this encroachment shall be replaced with plants of like kind or similar shape. Contact the Division Roadside Environmental Engineer at 910-259-4919. SC33 Any pavement damaged because of settlement of the pavement or damaged by equipment used to perform encroachment work, shall be re -surfaced to the satisfaction of the District Engineer. This may include the removal of pavement and a 50' mechanical overlay. All temporary and final pavement markings are the responsibility of the Encroaching Party. SC34 Any open cutting of pavement shall be repaired using the following method: • Pavements shall be cut full depth and removed. • After trench work is complete, the edges of the existing pavement along the trench shall be recut a minimum of 1' wider on each side of the trench. If the pavement is undermined, the edges of the existing pavement along the trench shall be recut to 1' beyond the undermined portion and the pavement removed. The design section stated below is to be placed in those areas. • The pavement repair shall be performed using the following method and pavement design section: Division 3, District 3 Updated 05/21/2018 VERIFICATION OF COMPLIANCE WITH ENVIRONMENTAL REGULATIONS (Check Appropriate Box) Permits from the N.C. Department of Environment and Natural Resources and the U.S. Army Corp of Engineers are not required for this project. However, all applicable federal and state regulations have been followed. The required permits from the N.C. Department of Environment and Natural Resources and the U.S. Army Corp of Engineers have been obtained for this project. Copies of permits and Completion Certificates are attached. All applicable NPDES Stormwater Permit requirements have been met for this project. (The applicant should contact the N.C. Division of Water Quality in Raleigh to determine if a stormwater permit is required.) ✓0 The project is in compliance with all applicable sedimentation and erosion control laws and regulations. Project Name: Township: Project Engineer: Project Contact: Eastcoast Research Wilmington Riley Brugess, Jr. PE Peyton Woody Applicant's Name: Seg ra Date Submitted: 8-26-19 Form VCER-1 June 1, 2006 County: New Hanover Phone No.: 704-315-8367 P.E. SEAL 8-26-19 . 9 0 %e, A411 TPy1 90/era <<,: �`�)[j Off' ^.d �. f• rl LL ` , a Soil Map —New Hanover County, North Carolina Map Unit Legend Map Unit Symbol Map Unit Name' 3 Acres in AOI Percent of AOI Be Baymeade fine sand, 1 to 6 25.2 18.5% percent slopes Bp Borrow pits 4.0 2.9% Cr Craven fine sandy loam, 1 to 4 6.3 4.6% percent slopes JO Johnston soils 3.0 2.2% Ke . Kenansville fine sand, 0 to 3 1.2 0.9% percent slopes Le Leon sand 33.8 24.8% Mu Murville fine sand 0.7 0.5% Se Seagate fine sand 37.6 27.5% TM Tidal marsh 9.1 6.7% Ur Urban land 1.9 1.4% W Water 2.1 1.6% We Wakulla sand, 1 to 8 percent 11.6 8.5% slopes Totals for Area of Interest 136.5 100.0% LSDA Natural Resources Web Soil Survey 6/7/2019 Conservation Service National Cooperative Soil Survey Page 3 of 3 END ROAD WORK G20-2a a8'z24" V0-1 48X48" TWO-WAY UNDIVIDED (L-LINES) ROAD WORK MEA W20-1 48"X48" IGHWAY WORK ZONE POSTED SP ( MI 5 ROADWAYS INTERSECTING ALONG TWO-WAY UNDIVIDED WORK ZONE (Y-LII MAIN ROADWAY WORK ZONE fj ROAD WORK ND j HEA ROAD wOAK G20-2a W20-1 48"X24" 48%48" R J R -Y- LINE ♦ ROAD e0�0NwOIX G20-2a WORK CONSTRUCTION 48"X24" W20 1 HEA LIMITS 48"X48" GENERAL NOTES NO STATIONARY -Y- LINE IS REQUIRED UNLESS THER CONSTRUCTION ALONG THE 1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS COVERED. 2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3 CONSECUTIVE DAYS. 3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. 4- ERECT SIGNS PER RSD 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR WORK ZONE SIGNS. 5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01. 6- DO NOT BACK BRACE SIGN SUPPORTS. SHOULDER CLOSURE ON CONTROLLED ACCESS FACILITIES m0l TRAVELWAY Now M, 1000' 500' SHOULDER CLOSURE TAPER 50' MIN. WORK AREA 100 BUFFER LENGTH VARIES W21-5A 48"X48" W21-SA W16-2 30"X24" NEXT YY16-4 NQT W7-3a 30 FT "X24" 30"X24" SHOULDER CLOSURE ON DIVIDED FACILITIES y Wl► TRAVELWAY a W21-5A 68"X48" SHOULDER CLOSURE TAPER 1/3 L 50' MIN BUFFER GENERAL NOTES WORK AREA -1 ,50' LENGTH VARIES 1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED. 2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. 3- USE STATIONARY SIGNS FOR OPERATIONS IN EFFECT LONGER THAN 3 DAYS. 4- REFER TO RSD. 1101.11, SHEETS 1, 3 & 4, FOR "L" DISTANCE, BARRIER FLARE RATES, AND SIGN SPACING. � � v .r v. s M � w. • � lam OAKS AT Seahawk Village L E REEK 2 3 # 3 reviews GREYMARSH �a11 4� CROSSING SOUNDS D Gy�bS ylz GREENACRES -`eP FOREST COVE ti4:' WRIGHTSVILLE RIDGEW00 TOWNHOI S E S ���4 GREEN HEIGHTS LARSON PLACE TWH SHELL. ROAD VILLAGE BRADLEY PARK 4 q Gr st/ EY ACRES _ yQ a��rQ A r 43 5` SE ER GREENWOOD ESTATES HINTON OAKS PARK WALK P Dairy Queen (Treat) 4� 9, Casey"S Buffet � _...._, d Jpply Co oa AZALEA HEIGHTS C � III r% rnov ADDRESS: OLEANDER DR, WILMINGTON, NC PROJECT NAME: WILMINGTON CLUSTER 14 SERVICE ORDER: FIBER ORDER ID: EBS: 910982-008 cG�"Qa 212 PerformingArts' CanterburyStable 'r Yard Shop 'Wrightsville Beach 10 �ooH Tidal market III -Z KayakGompany Triangle Lounge o d q�, ape z A Ray dace.,. C, q+e 4E� � 14d4t P North CarolinaH Azalea Festival Y OLEANDER DRIUS-171US-7 a1 Awk Mort G1y Java o-op Caseys Buffet NO T I°eC+ih 13 a and An lery R!+'oTa'� Ital; 11 _k+ 12 K313 Blia I r,; �. — 7 g 10 � SeagF 6 :i CGo; ome P 3 r &Ogle LEC LINETYPES ® RISER - - - - - - - - - - - - UG FIBER - EXISTING T - - - - - - - - - - - - UGFIBER- PROPOSED J TELEPHONE AERIAL FIBER - EXISTING © POWER VAULT AERIAL FIBER - PROPOSED CATCH BASIN/INLET - - STRAND - EXISTING STRAND - PROPOSED FIRE HYDRANT - - - - - - CONDUIT - EXISTING GROUND/BOND CONDUIT - PROPOSED - INNERDUCT - EXISTING INNERDUCT - PROPOSED STREET LIGHT - GAS , W WATER TREE T TELEPHONE E ELECTRIC CULVERT SEW SANITARY SEWER (SEW) WING WALL SD STORM DRAIN X X FENCE -v CABLE TV BRIDGE S TM STEAM OIL OIL O MISC. UTILITY UNK UNKNOWN UTILITY ® UTILITY POLE - EXISTING RIGHT OF WAY EOP EDGE OF PAVEMENT IIDWNER SIDEWALK O POLE -PROPOSED SEGRA SYMBOL DESCRIPTION ID ASW ASPHALT SIDEWALK HH- HH HANDHOLE - EXISTING BIP BLACK IRON PIPE HANDHOLE BOS BACK OF SIDEWALK SEGRA CSW CONCRETE SIDEWALK HH- HH HANDHOLE - PROPOSED EDP EDGE OF PAVEMENT HANDHOLE SEGRA EOTW EDGE OF TRAVEL WAY FOC FIBER OPTIC CABLE MH- MH MANHOLE - EXISTING HDPE HIGH DENSITY POLYETHYLENE MANHOLE HH HANDHOLE SEGRA MH- MANHOLE - PROPOSED JB JUNCTION BOX MH MH MANHOLE MANHOLE MP MILE POST SEGRA O/S OFFSET PB- PULLBOX - EXISTING PVC POLY VINYL CHLORIDE PB PULLBOX SEGRA RGS RIGID GALVANIZED STEEL CONDUIT ROW RIGHT OF WAY PB PULBOX - PROPOSED 00+00 STATION PULLBOX SEGRA -EOP� m 0 D d03 ,N - d03 HEX. HANDHOLE SPEGRA EOP (�--LEO EO' EX. HH BY OTHERS - 4' MIN DEPTH EOP � EOP EX. HANDHOLE HH 1---- ----- EX. HH BY OTHERS 010 C) ppO �Q Q C i � m � o c co r �t n m �z <_ D X �J m :E o RAW R/ m EOP OLEANDER DR/US-17/US-76 PUBLIC R/W VARIES NCDOT EX. DITCH LINE o- 810' O� i — — — — — — — — — — — — - - SCALE IS FOR REFERENCE EXISTING UTILITIES LOCA- PERMITTING AGENCIES (5 N COMMENCING ANY CON; DRAWING IS CONSIDERE[ a INVESTIGATION AS WELL E CONSTRUCTION VENDOR WITHIN THE APPLICABLE s d0� dam. °o �o ', OLEANDER DR/US-17/US-76 o PUBLIC R/W VARIES NCDOT EOP CjQ EOP EOP 5560 d03-"/ SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES (S N COMMENCING ANY CON! DRAWING IS CONSIDEREC a INVESTIGATION AS WELL E CONSTRUCTION VENDOR WITHIN THE APPLICABLE S m O u 5709 w 0 w r� d03 1 N d03 R o R /' oQ EDP EOP DIRECTIONAL BORE 12-FT FROM E.O.P 7-FT FROM R/W 12' 11 5 .A d03 d03 \F`o CL o O w a 0 w m O m w O w (t a 5725 I � OLEANDER DR/US-17, a o PUBLIC R/W VARII NCDOT 3+34 EDP 00 p HH------- ---- S PROP.HH 14.6-FT FROM E.O.P _ 4.4-FT FROM R/W ? BORE PIT 5'X5'X4' L m O �j m a- m O O w m ALL HAND HOLES AND BORE PITS SHALL BE PLACED A OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) W NCDOT PERMIT i✓ s SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES (S COMMENCING ANY CON! DRAWING IS CONSIDERE1 INVESTIGATION AS WELL CONSTRUCTION VENDOR WITHIN THE APPLICABLE a_ 0 w J^, N _ dO3 dO3---\ S{bi�—SD c m/ OLEANDER DR/US-17/US-76 PUBLIC R/W VARIES NCDOT dO3 dO3 d03- 575' — ' s R,/SU Vv 201 S58O4 5808 ALL HAND HOLES AND BORE PITS SHALL BE PLACED OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) NCDOT PERMIT D WILMINGTON PERMIT SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES (S COMMENCING ANY CON! DRAWING IS CONSIDEREE INVESTIGATION AS WELL. CONSTRUCTION VENDOR WITHIN THE APPLICABLE 5917 aQ EO d03 d03 - ---M/ U M% Jb— EOP EOP o OLEANDER DR/US-17/US-76 o PUBLIC RM VARIES DIRECTIONAL BORE NCDOT 21-FT FROM E.O.P Fq'n�-- I 4-FT FROM RN4' MIN. DEPTH d03 ' db3 d03 EoP--E 22 _ 3 D > _' SD — — — — — — R/W——G--------- RAW PAW RAWw481' d03 BORE PIT 0 a� 5'X5'X4' do doh0 m� Q J �O � a SCALE IS FOR REFERENCE ALL HAND HOLES AND BORE PITS SHALL BE PLACED EXISTING UTILITIES LOCAL OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) PERMITTING AGENCIES (S COMMENCING ANY CON! NCDOT PERMIT DRAWING IS CONSIDEREC WILMINGTON PERMIT INVESTIGATION AS WELL CONSTRUCTION VENDOR 1 WITHIN THE APPLICABLE 6115 W' EX. DITCH LINE RIw , �pP IvN N � i EOP s�16 - NOgR ORIUv PR\ES OLEPUg�� ,AGO EOP R/W DIRECTIONAL BORE 19.7-FT FROM E.O.P °D 3.3-FT FROM RAN w ALL HAND HOLES AND BORE PITS SHALL BE PLACED OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) NCDOT PERMIT W E WILMINGTON PERMIT S SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES (S COMMENCING ANY CONS DRAWING IS CONSIDEREE INVESTIGATION AS WELL, CONSTRUCTION VENDOR WITHIN THE APPLICABLE I /SOP EX. DITCH LINE ao� �65 4' MIN. DEPTH 1� IpS, d0 / �� rno O -o G� 0 9N� ALL HAND HOLES AND BORE PITS SHALL BE PLACED OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) NCDOT PERMIT u WILMINGTON PERMIT s F DIRECTIONAL BORE 14-FT FROM E.O.P 3-FT FROM RNV \� 6328 SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES (S COMMENCING ANY CON! DRAWING IS CONSIDEREC INVESTIGATION AS WELL CONSTRUCTION VENDOR WITHIN THE APPLICABLE i �oQ oP E � vs�6 ao i \C`PGOO� �pP / / 10-FT HORIZONTAL AND VERTICAL CLEARANCE FROM / BRIDGE, PLACE CABLE 10-FT BELOW CHANNEL BOTTOM ALL HAND HOLES AND BORE PITS SHALL BE PLACED OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) 2 NCDOT PERMIT u SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES (S COMMENCING ANY CONS DRAWING IS CONSIDEREC INVESTIGATION AS WELL CONSTRUCTION VENDOR WITHIN THE APPLICABLE I EpP OS=11 NS_16 p�EPNOEP R� \j AR\ES POgU NCOpS 0o HN PROP.HH �! 10-FT FROM E.O.P 82-FT FROM R/W BORE PIT 5'X5'X4' a • 4-FT DEPTH UNDER ROADWAY a Y ALL HAND HOLES AND BORE PITS SHALL BE PLACED OUTSIDE THE PAVEMENT 1:1 ZONE OF INFLUENCE (TYP.) if L I NCDOT PERMIT WILMINGTON PERMIT EpP ash DIRECTIONAL BORE 12-FT FROM E.O.P 4-FT FROM R d03� —d03 �— R /W a- 0 LL C SCALE IS FOR REFERENCE EXISTING UTILITIES LOCAL PERMITTING AGENCIES IS COMMENCING ANY CON( DRAWING IS CONSIDEREE INVESTIGATION AS WELL CONSTRUCTION VENDOR WITHIN THE APPLICABLE 01 u 55 I I I i I I I i I 49 56 SITE PHO' t 51� EX. HH- 100' WEN EXISTING GRADE NCDOT T` PARALLEL CONDUIT DETAIL FOR NCDOT RIGHT-OF-WAY NOT TO SCALE VARIES p p 48" MIN R/W VARIES VARIES VARIES ASPHALT SURFACE _ PROPOSED FIBER } OPTIC CABLE 48"MIN UNDISTURBED ROAD BED-/ I Ay PROPOSED (3) 1.25" CONDUIT PLACED BY DIRECTIONAL BORE W/ 4.0" BACK REAMER OR OPEN TRENCH 6` '9 DIRECTIONAL BORE LINE NOT TO SCP EXISTING GROUND CREEK 48" MIN 15" MIN RADIUS 5' MI CASINGICONDUIT AS SPECIFIE-------- DIRECTIONAL BORE TIE-IN DETAIL NOT TO SCALE SETUP FOR NORTH 41 SETUP FOR EXISTING GRADE BAGKFILL IN 6" LAYERS WITH ROCK FREE MATERIAL AT 95% COMPACTION RATE 48" 6 DBORE NCDOT TYPIC) EXISTING GRADE 3'WX41XTD EXCAVATION PIT ON R/W DBORE TIE-IN STATION • BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO 2 FEET PAST THE INTENDED TIE-IN. THEN TURNED UP TO DAYLIGHT. • THE TIE-IN POINT IS EXCAVATED. THE CONDUITS CUT OFF WHERE THEY CROSS EACH OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWO CONDUITS AT THE DESIGN DEPTH. • ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE APPROPRIATELY BENCHED, SHORED, OR SLOPED IN OSHNS EXCAVATION STANDARD, 29 CFR 1926.650, .651, AND .652 CULVERT CROSSING DETAIL NOT TO SCALE GROUND LINE COVER 48" MIN f O RCP/CULVERT O SORE 120" MIN Qgf 48" MIN IXI