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HomeMy WebLinkAbout20171060 Ver 1_CAMA Application_20170912Coastal Manayemen� ENVIRONMENTF� nl1ALITV September 5, 2017 MEMORANDUM TO: ROYCOOPER G��rrrnur MICHAEL S. REGAN st�����,.�� BRAXTON C. DAVIS u,,,����„� Garcy Ward, Environmental Senior Specialist NCDOT Project Coordinator, DWK: Water Quality, WaRO FROM: Doug Huggctt, Major Permits Processing Coordinator C/O Cathy Brittingham, Transportation Project Coordinator Division of Coastal Managemcnt SUBJECT Applicant: Project Locatiou CAMA/DREDGE & FILL Permit Application Review North Carolina Department of Transportation Ferry Division Hatteras Ferry Terminal in Dare County and the Silver Lakc Ferry Terminal in I Iyde County. Proposed Project: Infrastructure improvements to two cxisting ferry facilities related to a proposed passenger ferry route between IIatteras Island and Ocracoke Island. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 26, 2017, to Cathy Brittingham, 1617 Mail Service Center, c/o llWR Wetlands Unit, Raleigh, NC 27699-1617. If you have any questions regarding the proposed project, plcase contact Greg Daisey at (252) 264-3901, ext 249. When appropriate, in-depth comments with supporiing data are requested. REPLY: SIGNED This agency has no objection to the project as proposed. "I'his agency has no comment on ihe proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in thc attached comments. DATE Ca Kristi Lynn Carpenter, Administrative Assistant, DWR Wetlands Unit, Raleigh "Nolhing Cum�i��rc, - Stam oCNonh CamGna I��ronmental QuaGty � Coastal Menagemcnt 401 S Gnff�n S�_, Ste 3001 ����be�h Ciry, NC 27909 252-26439011252-331-2951 �f�] �������� ��C � � ��1� �������� ROY COOPER GOVERNOR August 8, 2017 y/�' ++TA n��+. , �9 a R; yS.�P i ; y,. ;3 �`i �, r::°....�� � y+�.� �';,' � � : �, ,�, LL�. ..��: .+m9 .: STATE OF NORTFI CAROLINA �EP�7�'�' �F -�'�T�P�RZ'A1'��1� Division of Coastal Nianagement Atiention: Greg Daisey 401 South Griffin Sfreet Elizabeth City, NG 27909 Dear Mr. Daisey, , 1AMES H. TROGDON, III SECRETARY The NC Department of Transportation is requesting the issuance of a CAMA Major Permit to authorize construction activities associated with the proposed Passenger Ferry Service from Hatteras Ferry terminal to Ocracoke Silver Lake Ferry Terminal. The purpose and need for this project has been identified and realized through data that shows a decline in visitors to Ocracoke Island. This decline is a result of a change in the Hatteras to Ocracoke ferry route, which has increased ferry travel time, creating an effect on visitor willingness to use the car ferry service from Hatteras to Ocracoke. The change in ferry route was driven by natural barrier island movement and Hatteras Inlet dynamics. NCDOT was not able to maintain historical ferry routes and had to adapt with the natural inlet changes, resulting in a modified ferry route and longer travel times. The decline in visitors to Ocracoke Island is a concern to the Hyde county government, local economy, residents and visitors. A solution to mitigate the loss of visitors has been studied, evaluated, and planned, resulting in a high speed passenger ferry service from Hatteras to Ocracoke Village. This effort was conducted through a feasibility study involving multiple parties, including NCDOT, Hyde County governmental staff and residents, CAHA NPS, Volkert Engineering, Atkins Engineering and Institute for Transportation Researcli and Education (ITRE). Following the findings of the feasibility study, the plan implementation and designs have involved additional professional engineering services from WSP and RK&K engineering, who have continued to partner with Hyde County governmental staff/business community/residents and the CAHA NPS. In order to implement the proposed passenger ferry route, infrastructure improvements will need to be made at the Hatteras Ferry terminal and Ocracoke Ferry terminal. The Hatteras ferry terminal unprovements include two additional paxking lots; an open air covered passenger waiting pavilion and a floating dock structure for passenger ferry berthing and loading/unloading of passengers. The Ocracoke Ferry terminal improvements include an open air covered passenger waiting pavilion, sidewalk improvements, restrooms addition to existing NPS visitor center, transit pullout area for passenger tram and floating dock structure for passenger ferry berthing and loading/unloading of passengers. The detail plans and location of structures are being Maili�tg Address; NC DEPARTMENT OF TRANSPORTAT[ON DIVIS(ON ONE 1 l3 AIRPORT'DRIVE, SUITE l00 EDENTON, NC 27932 Telephone: (252) 482-1850 Fax: (252) 482-8722 Custorner Se�vice: I-877-368-4968 Websiter www.ncdot.gov Location: I 13 AIRPORT DRIVE, SUITE 100 EDENTON, NC 27932 included with this permit application. NCDOT has coordinated with the CAHA NPS and a copy of their issued permit, authorizing the project has also been included with this application. If additional information is needed regarding the plans, we can provide those upon your request. NCI)OT intends to continue coordinating with the NCDCM, USACOE, IVC DWR and the CAHA Nl'S throughout the life of the project and provide updates as project construction and ferry operation begins. I have included the.adjacent � landowner notices, MP forms, plan drawings, and IVPS permit. The current schedule is planning to start construction in September of 2017. . IVCI)OT appreciates the NCDCM efforts in this project development and implementation. Permit fee can be charged to WBS # 16SP.3914.3 Please, call me if any additional information is needed to process this request. I can be reached at 252-482-1876 or 1-252-312-3692. Sincerely, Jerry Jennings, P.E. Division Engineer, Division One �ti� Clay Will s Division Environmental Supervisor, Di�ision One ��������� ,�,i�C � � Z��� �����OI� �I� (:�A���.1��L��E1�1�� �IL➢) ��TI�ATIOI�T R�POItT 1. APPLICANT'S NAME: North Carolina Department of Transportation Ferry Division 2. LOCATION OF PROJECT SITE: The proposed projects are located at the Iiatteras Ferry Terminal in Dare County and the Silver Lake Ferry Terminal.in �Iyde County. Hatteras Ferry Terminal and basin is Yocated on the west side of the I�atteras Inlet complex at the, southwestern end of �Iatteras Island. Silver L,ake Ferry 'Ternunal is located on Silver Lake �Iarbor at the southwestern portion of Ocracoke Island. Q �. Y.atitude: 35 ° 12' 27.25" N Longitude: 75 °42' 09.57" W(giatteras Ferry 'Terminal) Latitude: 35°06'58.14" N Longitude: 75°59' 10.39" W(Silver Lake Ferry Terminal) INVESTIGATION TYPE: CAMA, Dredge & Fill INVESTIGATIVE PROCEDURE: Dates of Site Visit — August 15, 2017 Was Applicant Present - No PROCESSING PROCEDURE: Application Received - August S, 2017 Office - Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan — Hyde County / Dare County Land Classification From LUP - Federal Government Property (Land) 7 State Property (Land) Conservation (Water) AEC(s) Involved: EW, ES, PTA, P'TS Water Dependent: Yes Intended Use: Public , Wastewater Treatment: Existing — Septic / Municipal Services _ Plarined - N/A . Type of Structures: Existing — Hatteras & Silver Lake Ferry Terminals� Planned — Two Open.Air Covered Passenger Waiting Pavilions Two Floating Docking Systems Restroom Facilities Two parking lots with two infiltration basins Estimated Annual Rate of Erosion: N1A � HABITAT DESCRIPTION: (A) Upland (B) �stuarine Shoreline AEC (C� Surface Water [AREAI �D) Total Area Disturbed: 40,000 ft2 (0.918 acres) Upland 5,988 ftz (0.137 acres) Estuarine Shoreline AEC (E) Primary Nursery Area: No � �F) Water Classification: SA HQW Open: Yes 40,000 ft2 Combined Disturbed Land Area 5,988 ft2 Additional Impervious Surface 6,102 ftz Shaded FIEII.D INVESTIG.�TI01�1 REPOIIt1': 1V013�H C�iO�.Y�1A aDEP�iItTMEN�' OE TitANSPOIli�ATgO1�I MAJOR PERMIT APPLICATION — PASSENGER FERRY IMPRO�EMENTS HA�'TERAS FERRY 'PEERMINAL, DARE COUNTY SYI.VER LAK� FERRY TERMINAL, fiYDE COUNTY � 8. P1�OJECT SUIVIMARY: The applicant proposes infrastructure improvements to two existing ferry • facilities related to a; proposed passenger ferry route between Hatteras Island and Ocracoke Island. �Iatteras Ferry'Terminal improvements include two additional parking lots, two stormwater infiltration basins, an open air covered passenger waiting pavilion, reconfiguration of some e�isting piles and dolphin structures, and a floating dock structure to accommodate the passenger ferry. The Silver Lake Ferry Terminal improvements include an open air covered passenger waiting pavilion, a floating dock structure to accommodate the passenger ferry, sidewalk improvements, a transit pull out area for a passenger tram, and the addition of restroom facilities, and associated utility work. . 9. NARRATIVE DESCRIPTION: Project Setting The North Carolina Department of Transportation Ferry Division provides public ferry service across Hatteras Inlet to Ocracoke Island. The Hatteras-0cr.acoke ferry is one of only three means of public access to ` Ocracoke Island. The proposed project area is the existing Hatteras Ferry TerminaUbasin in Dare County and the existing Silver Lake Ferry Terminal/NPS Visitor Center located on Ocracoke Island in Hyde County. The Hatteras Ferry Terminal basin connects to the Pamlico Sound and is adjacent to Hatteras Inlet. The Silver Lake Ferry Terminal is on Silver Lake Harbor which connects to the Pamlico Sound. These areas are designated as SA HQW by the Environmental Management Commission and Coastal Waters by the Marine Fisheries Commission. The Dare . County portion of the project is located within the Pasquotank River Basiri and the Hyde County portion is located within the Tar-Pamlico River Basin. Elevations in the project areas range from 2 to 6 feet above the norrnal water level. The current request for necessary infrastructure improvements to implement a proposed passenger ferry route between Hatteras Island and Ocracoke Island, if approved, would result in three Ferry Terminals covered under the active CAMA Major Permit No. 224-87. Already covere_d by CAMA Major Permit No. 224-87 are the Ferry Terminal for the Hatteras Inlet Ferry on Hatteras Island, and the "Southdock" Ferry Terminal for the Hatteras Inlet Ferry at the north end of Ocracoke Island. The current request, if approved, would add the requested ferry infrastructure at the Silver Lake Harbor Ferry Terminal, in addition to also approving improvements to the existing Ferry Terminal on Hatteras Island. CAMA Major Permit No. 224-87 was originally issued on 11/20/87 to authorize continued maintenance dredging at the two existing ferry terminals for the Hatteras Inlet Ferry operations, including one diked dispasal area, the existing ferry access channel and basin at the north end of Ocracoke Island, the existing ferry access channel and basin on Hatteras Island. Since 1987, the pernut has been renewed and modified numerous times to include supporting infrastructure such as docks, road improvements, etc. Most recently, the NCDOT Ferry Division has received approval to expand the width of the entrance at the existing Ferry 'Terminal at the north end of Ocracoke Island, and has received approval for repair and maintenance of the existing storm eroded dunes adjacent to the hairpin turn/stacking lanes at the Ferry Terminal at the north end of Ocracoke Island. � FIELID INVESTIGATION IIYEP03t'�: 1�ORT� CpiROY,IAit� DEPART1i�E10T� �� TIIiA1�1S�OR�'.eiTIO1�I MAJOR PERMIT APPLICATION —PASS�I�1GE�t FER1tY 3MPROVEMENTS HATaERAS FERRY TERMINAI., DARE CO�JllTTY SIY.VER LAKE FERRY TERMINAL, HYDE CUUIVTY The active C�MA Ndajor Pernut 1Vo. 224-87 includes a condition that no in-water work sha11 be conducted between April 1 to September 30 of any year without prior approval of the 1V.C. fl�ivision of Coastal 1V�anagement (DC1iR); in consultation with the appropriate resource agencies. 'The current expiration date of CA1V�[A Iv�ajor Permit l�o. 224-87 is I�ecember 31, 2021. , It is not expected that the proposed passenger ferry�service will require any dredging beyond what is already approved under CAIVIA Major Permit No. 224-87 for NCDOT and under existing consistency determinations under the federal Coastal Zone Management Act for the U.S. Army Corps of Engineers Civil Works. According to NCDOT, a change in the existing Hatteras to Ocracoke ferry route has increased ferry travel time, creating an effect on visitor willingness to use the car ferry service from Hatteras to Ocracoke. According to NCDOT, the change in ferry route was driven by natural barrier island movement and Hatteras Inlet dynamics. NCDOT was not able to maintain historical ferry routes and had to adapt witli the natural inlet changes, resulting in a modified ferry route and longer travel times. , NCDOT conducted a passenger ferry feasibility study to determine whether passenger-only ferry service would ease congestion on the N.C. Ferry System's, popular Hatteras-Ocracoke route. The study looked at aspects of the issue, including passenger interest, stakeholder concerns, infrastructure improvements and transit needs. A 52-page report of the Ocracoke-Hatteras Passenger Ferry Feasibility Study was released in June 2016, and is available for review on the NCDOT website. The proposed project falls within the National Register-listed Ocracoke Histor'ic District and within the National Park Service's Cape Hatteras National Seashore. The National Park Service issued a letter that states they do not object to the project, and the State Historic Preservation Office Representative signed a determination of "no adverse effect" on the Historic Architecture and Landscapes Assessment of Effects Form. - ' The NCDOT Archaeology Group reviewed the subject project and made a finding of "no survey required" for archaeological resources. The applicant has submitted a National Park Service issued Finding of No Significant Impact (Improvements to Support NCDOT Hatteras-Ocracoke Passenger Ferry Environmental Assessment) dated July 10, 2017. NPS held two public meetings for the Environmental Assessment (March 29, 2017, at the Graveyard of the Atlantic Museum on Hatteras Island and March 30, 2017, at the Ocracoke Community Center on Ocracoke Island) in order to obtain public feedback on the purpose, need, objectives, issues/concerns, and preliminary alternative concepts of the project. NCDOT received/submitted a Special Use Permit (Permit No. 5700-027) from the NPS for the implementation of the improvements with an issue date of July 14, 2017 and an expiration date of December 31, 2018. 'I'here are no wetlands and no submerged aquatic vegetation in the project area. FdELD Il�IVESTIGE1aION REPOitT: NOR� CAROLIN�, DEPAItT10�IEN'H' OF a�iSPOfliTA�TE�l� MAJOR PERMIT APPLICATIOIV - PASSENGER FERRX IMPROVEN%E1�TTS I�AT'd'ERAS FERitY TERMINAL, DARE COUNTY SILVER LAKE FERRY TERMINAL, HYDE COUI,ITY � ��,���t ����o��fi The applicant states that the proposed infrastructure improvements to the existing I-�atteras Ferry 'Perminal and Silver Lake Ferry'Terminal will support the operation of a proposed high speed passenger ferry. This proposed ferry service will be exclusively dedicated to passenger transit and no vehicles will be transported on these ferries. � The proposed new passenger ferry will provide another option for transportation service between I-�atteras Island and Ocracoke Island and may alleviate vehicle congestion and wait time experienced during peak tourist season from 1Vlaythrough September. It is proposed that the new ferry service will encourage proposed passengers to park vehicles on Hatteras Island when visiting Ocracoke Island. The passenger ferry system will include two 100-person capacity ferries (vessels are approximately 92' in length) and make up to eight trips a day. A proposed tram vehicle service will operate on Ocracoke Island to accommodate ferry passengers. All proposed improvements will be within the footprint of existing facilities and disturbed areas at both the Hatteras Ferry Terminal and Silver Lake Ferry Terminal. NCDOT anticipates that a work barge and pile driving installation methodologies will likely be implemented to install the floating dock systems. According to a letter by the United States Fish and Wildlife Service dated January 25, 2017, and included with this CAMA permit application, NCDOT has agreed to implement the Service's Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction Activities in North Carolina Waters. According to the Finding of No Significant Impact issued by the IVational Park Service on July 10, 2017, construction is estimated to last approximately 8 months during the off season, and restoration is estimated to take up to a year. The NPS states it will ensure that Best Management Practices for general construction, soils and vegetation, archaeological resources, and visitor use and experience are included in the Special Use Permit for the project. The Hatter.as Ferry Terminal improvements include the following: o Construction of a new open air passenger waiting facility (approximately 1,500 ft2) adjacent to the existing NCDOT Hatteras Ferry Ternunal building. e Installation of a floating dock system (approximately 113' L x 27' V� to berth two passenger ferries and allow for loading/unloading of pedestrian passengers. � o Existing Hatteras Ferry Terminal space and �a portion of 1VPS owned property will be converted into two asphalt parking lots to accommodate passenger vehicles and NCDOT Ferry Division employees. Tlie approximately 30,000 ft2 of new parking lot surface (which creates approximately 65 additional parking spaces) has been designed to drain into two new infiltration basins utilizing 185 LF of trench drain. • Improvements to the existing sidewalk system to accommodate pedestrian movement related to the passenger ferry. o Reconfiguration of existing dolphin structures and pilings in the terminal basin to accommodate new passenger ferries. 0 New water and sewer connection, and new sewer line � New chain link fence for safety related to new pedestrian traffic. 4 FIELD IN�'�STIGATION REPOIta: 1�TOR�'FY CAYYOLIl�T�i D�PA12T1V�I�1T �T� TYi�i1�1SPOYtTA'�I�liT MAJOR PERMIT AFPLICATION - PASS�NGER FERRX IIVYPROVEI�YENTS HA�'TERAS FERRY TERMINAL, DARE COUNTY SILVER LAKE FERRY TERMINAI,, I�YDE COUNTY The Silver I.ake �'erry Terminal improvements include the following: • m Construction of a new open air passenger waiting facility on 1V�5 property {approximately 1,5.00 ft2) adjacent to the existing NCI�OT I�atteras Ferry Terminal building. ' o Installation of a floating dock system (approximately 113' I, x 27' � to berth two passenger ferries and allow for loading/unloading of pedestrian passengers. o Construction of new restroom facilities (approximately 300 ft2) adjacent to the existing 1VPS Visitor Center. These additional facilities will use the existing �TPS Visitor Center sewer system. o Creation of a transit pullout area adjacent to the NPS Visitor Center to accommodate a tram vehicle service. � � Proposed sidewalk improvements will connect the new passenger waiting area to the existing NFS Visitor Center and proposed floating dock system. o Proposed fuel doghouse and new fuel line. , Anticipated Impacts � The project as proposed will result in approximately 40,000 ft2 of combined disturbed land area. The Hatteras Ferry Terminal improvements as proposed will add approximately 5,663 ft2 of impervious surface within the Estuarine Shoreline Area of Environmental Concern and the Silver Lake Ferry Terminal , improvements as_proposed wi11 add approximately 325 ft2 of impervious surface within the Estuarine Shoreline Area of Environmental Concern The floating dock system will occupy/shade approximately 6,102 ft2 of surface water within the ferry basins at each ferry ternunal. o Turbidity in the estuarine waters can be expected to occur during removal and reconfiguration of pilings and dolphin structures. The public is expected to benefit by the additional option for access to Ocracoke Island, and the local economy is expected to benefit from the anticipated increase in visitors to Ocracoke Island. It is also anticipated tliat traffic congestion on Ocracoke Island will be reduced because riders will park their cars when they visit Ocracoke Island and use the passenger ferry service. �. • Submitted by: Greg Daisey — Elizabeth City District — September 1, 2017 5 ��� �i�-� rL'cw o �o . -� .,.,, , : � �Il�or De�elopme� Pe�m - , (last revised'E2/27l��) Nor�7r Carolina DIlOISIOY� OF C�ASiA�. f�IiAYVAGEI�Ei�T <Fornn continues on back> ��������� ;',�G � � 2�1� �.''-��s�-<:$v<'. .. �a'ti#''S�-='.k���:3}';�'s�' .: a'�P'�l+i{.73G?=i:uz2.:i���s'f«i2i�1�,7.,�?2?:;23�.9Af14 < Form DCM MP-1 (Page 4 of 5) APPLICATIOi� for Major Development Permit a. A project narrative. b. An accurate, dated work plat (including plan vie�v and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete7 If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. ' c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. ihe appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by cert�ed mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name NCCAT Phone No. Address 276 NCCAT Drive, NC 28723 Name Ferry View Partners, LLC Phone No. Address P.O. Box 1505, Greenville NC 27835 Name Flyway Properties Phone IJo. Address P.O Box 128, Fairfield NC 27826 Name: Grn, LLC Address: P.O. Box 250 Hatteras, NC 27943 Name: CAHA NPS Address: 1401 National Park Drive Manteo, NC 27954 Name: USCG - Hatteras Address: 59248 Coast Guard Road Hatteras, NC 27943 g. A list of previous state or None i permits issued for work on the h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. �, a ���������`. ��� � � ��j� �����9��� tract. Include pertnit numbers, permittee, and issuing dafes. ,.��?. �'cie3-'";?;'•�.uc .. 'i-3ri£3-�'�:�":�"�i�5'f _.. av'�vnv=.:�.:r,.r;�:..�ziz:.r:s -a7, x:tr,,A<r"c,r:.., Q { ° Form DCM MP-1 (Page 5 of 5) �; . l APPLICATIOfV for Major Development Permit j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compfiance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenc of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7, Cer�i�'6catioe� and Perrni�sio�a to Ent�r on L.and I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant pe�mission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. _ I further certify that he information provided in this application is truthful to the best of my knowledge. Date �1 �3 ��� Print Name Clay Willis, Environmental Supervisor Signature �� �/ �"� Please indicate application attachments pertaining to your proposed project. ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts C-f'6CM MP-3 Upland Development [�CM MP-4 Structures Information � ������.��� t�US �J � E�i3 �������� %i.':3:G»:'s{i�3.�-�i�i�v ,. "s^iv�il.:1b�"t2.�'�:zi��' .. ?F.?b�Jtrl.?'3z:#:�2�S�E;'#'dAi::Y�3;��;Z2�3':i?d3�,Y?-�'`t I'1 (�l '.'� s i:F 3✓ ( ' F � � �-�' ✓ i:� ��. pi ' �� -- ti oa t� F s.,.^� _.�4 a '• s«�tp"Ea \ � a k `'�x.`1 �: -�'�..�s�.. �a J,.,:' �.,.,�" i.r.-.� 'F �s�,. �`•L.. �.• ��s': :.�. ` p. ���' E t � ,.1. � I� ���������� ��i5 � � ZD17 q,$1m �y YY� p.A� 1 i4� �'��i � kw„ �s� Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure 4o complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. ��'I'�E��B. fllP�.��� Dl�@���.OPd�'��91T Type and number of buildings, facilities, anits or structures proposed. 1 open air passenger waiting pavillion in Ocracoke, along with additional restroom facilities and 1 open air passenger waiting pavillion in Hatteras. At the Hatteras ferry terminal, we will also be building two additional parking lot areas. c. Density (give the number of residential units and the units per acre). N/A e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land-disturbing aciivity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ❑Yes �No ❑NA (ii) If yes, list the date submitted: b. Number of lots or parcels. N/A d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. 2 passengerwaiting pavillions are 1500 sq. ft. a piece with additional sidewalk installation, totaling an approximate combined area of 4�00 sq. ft. The restroom addition in Ocracoke is 300 sq. ft. The 2 parking lots combined in Hatteras, will cover approximately 30,000 sq. ft. total. All the combined total disturbed land area is approximately 40,000 sq. feet. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. concrete will be used for the sidewalk and slab associated with th$ passenger waiting pavillions. The 2 additional parking lots will be an asphalt paved surFace. g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification. pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of or parking. Water Quality for review? ❑Yes �No ❑NA i. Give the percentage of the entire tract to be covered by impervious and/or built-upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. Describe proposed method of sewage disposal. The Ocracoke additional restrooms will be tied into the existing sewer system being utilized by the NPS visitor center. There is no additional sewer disposal to be added in Hatteras. (ii) If yes, list the date submitted: k. Have the facilities described in Item (i) received state or local approval? �Yes ❑No ❑NA ' If yes, attach appropriate documentation. ✓'s�,... �7. ,rii_.�,� . ; ,�. �� v ��i:+x.,_ . r;`Si`i..:7r;{:w�&a5 4�. .t.'v�':.,,�.:ja�:.-T"._..t..� F} . .. _J.7...d, -,�. ... , , � ;s:., `a^:.p � �; �3 ;.. , j. .-.._f . ..� A . ...._ .. ... ... . s �. . t• -.} r. + . , , d r,' . . t �d• - , � � ? `` Ta ' . , . . ;* .f �.. . .i . e .,. :: � � ... .- l_.: �'. . . i3 �� . ; 1 �... 9 `,. _ . ��'-::' . R.' -. S I. Describe location and type of proposed discharges to waters of the state (e.g., surface runoff, sanitary wastewater, industrial/ commercial effluent, "wash down" and residential discharges). There will be no additional surface water discharges to waters of the state. The parking lot areas have been designed to drain into infiltration basins, which are indicated on the included plan sheets. m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) Existing system with the NPS visitor center and the Hatteras Ferry Terminal building. o. When was the lot(s) platted and recorded? N/A Date � ti SS�✓i�, � �G'�� �JP�d e.� Project Name � l/�- �l Applicant Name �. . Applicant Signature m. Does the proposed project include an innovative stormwater design? �Yes ❑No ❑NA If yes, attach appropriate documentation. n. (i) Will water be impounded? ❑Yes �No ❑NA (ii) If yes, how many acres? p. If proposed development is a subdivision, will additional utilities be installed for this upland development? DYes �No ❑NA 4 � e������,��� ��� �� � 2��� . ,'-�3�: �.:,.%�.�.:•: ± •` , .: �::S�i.'.:�.;...�.�• :�..r+..�.:* at ...��a�` .r3>�q cr;-..a t S);, X:?'srza.. ., a��.r �- . ,� � � �•�dr*� ���:�i�i i�!t''�•�F �� �� � � (Corvstruc4io�e wi4hir� Publec 'Pnest APeas) :���������� 411G � � 2�i7 Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 9. DOCl�O6�G FACIL6T�/i�a'a��9i1lA CHAFv'AG'��I��ST9CS a. (i) Is the docking facility/marina: ❑Commercial �Public/Government ❑Private/Communiiy c. (i) Dock(s) and/or pier(s) (ii) Number 1 (iii) Length 113 ft. (iv) Width 27 ft. (v) Floating �Yes ❑No e. (i) Are Platforms included? ❑Yes �No If yes: (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes ❑No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed None (ii) Number of slips existing None i. Check the proposed type of siting: ❑ Land cut and access channel ❑Open water; dredging for basin and/or channel �Open water; no dredging required ❑Other; please describe: k. Typical boat length: 92 ft. m. (i) Will the facility have tie pilings? ❑Yes �No (ii) If yes number of tie pilings? ❑This secfion nof applicabfe b. (i) Will the facility be open to the general public? �Yes ❑No d. (i) Are Finger Piers included? ❑Yes �No if yes: (ii) �lumber (iii) Length (iv) Width (v) Floating ❑Yes ❑No f. (i) Are Boatlifts included? ❑Yes �No If yes: (ii) Number (iii) Length (iv) Width h. Check all the types of services to be provided. ❑ Full service, including travel lift and/or rail, repair or maintenance service ❑ Dockage, fuel, and marine supplies ❑ Dockage ("wet slips") only, number of slips: ❑ Dry storage; number of boats: ❑ Boat ramp(s); number of boat ramps: ❑ Other, please describe: j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). 2 -NCDOT Passenqer Ferrv Vessels � I. (i) Will the facility be open to the general public? �Yes ❑No � ,.. - � � . �. , ;.�__„.?�; r a c:..tiv :' � }� . t.""k.'���,� � �'� z..3%� `2 ?'lt^�"d° :i.ra4: 7S �5_ . .., . .. t ,�. �,ii� ;:r� :: _.... . . .. _. _- ,.,...,.,, b. ; ) 7 , ,x, /.. : � . � . ..c �1. : . . 1 . . � �- � - ..._... ._. . � ..._.. ._ _.. .. . � _. .. ..� . . ,,, +'`d�' �- v !.`� ..rt .�. .. , � ,.- _ "'S . z. voc�itv� ��ce���rim����►,� o��►�,�reo�s ❑This section nof applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets � Toilets for patrons; Number: 3; Location: At the existing NPS visitor center in Ocracoke, No additional in Hatteras ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. The passenger ferry vessels will be pumped out at the existing facilities located at the Hatteras Ferry Terminal. There will be no new treatment or pump out operations added in Ocracoke. c. Describe the disposal of solid waste, fish offal and trash. Utilizing existing pump out facilities at Hatteras Ferry Terminal � ��f�'°���s��a�' �c3--.-�. �r ;�liG � � 2��7 d. How wiil overboard discharge of sewage from boats be controlled? Utilizing existing pump out facilities at Hatteras Ferry Terminal �.��� ���� ��s�� ��„x e. (i) Give the location and number of "No Sewage Discharge" signs proposed. N/A (ii) Give the location and number of "Pumpout Available" signs proposed. N/A f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. N/A g. Where will residue from vessel maintenance be disposed of? Hatteras Ferry Terminal Operations h- Give the number of channel markers and "No Wake" signs proposed. N/A i. Give the focation of fuel-handling facilities, and describe the safety measures planned to protect area water quality. The Passenger Ferry Vessels will be using the existing Hatteras Ferry Terminal facilities, which currently provide service for several car ferry vessels. j. What will be the marina policy on overnight and live-aboard dockage? N/A k. Describe design measures that promote boat basin flushing? N/A I. If this project is an expansion of an existing marina, what types of services are currently provided? N/A .;ty; z r,r�t%i. : s.�e,.'t�, .f!a4C,n.:,.��.i:,i�i � 1;1 Y� se�' I �t..:.r.� r.:. R.. . ,..�:� ,�._.1 .. ., r . . . , ��e: .y ;� .. ,. , : , e� . .a���> , `'° ,c, k:"r < r m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes �No n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes �No o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL �None • p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes �No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3, �OATHO(IS� (including covered lifts) �This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑PubliGGovernment ❑Private/Community (ii) Number (iii) Length (iv) Width _ Note: Roofed areas are calculated from dripfine dimensions. �. GRO/N (e.g., wood, sheefpile, efc. !f a rock groin, use MP-2, Excavation and Fill.) a- (i) Number (ii) Length (iii) Width S. BREA6CWi47�Ea? (e.g., wood, sheefpile, etc.) a• Length c. Maximum distance beyond NHW, NWL or wetlands 6. II�OORlAlG PIUiVGS artal B(lOYS a. Is tfie structure(s): ❑Commercial ❑Public/Government ❑Private/Community c. Distance tb be placed beyond shoreline Note: This should be measured from marsh edge, if present. e. Arc of the swing 7. GERlEI4AL ���������� �This section nof applicable �This section not applicable b. Average distance from NHW, NWL, or wetlands �This secfion not applicable b. Number d. Description of buoy (color, inscription, size, anchor, etc.) .,.. ., . ,:s:. � .. a t � <t -.t.',.!�� f, i"�ah':'? i .. {S.rr3. r' r235. �e f if"�- . � Z i . 8ti �� ..e ;�•�..:rs: �<=:,r�:_., . ' .,._ }jd '4�.t � . , ! .i .. . < <� 3,� :1, a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure{s) to adjacent docking facilities. approximately 2�0 feet in Ocracoke, approximately 300 feet In Ocracoke - 40 feet from existing NPS docks on either in Hatteras side of the proposed passenger ferry In Hatteras - 20-30 feet to existing car ferry berthing areas Note: For buoy or mooring piling, use arc of swing including length af vessel. c. Width of water body d. Water depth at waterward end of structure at NLW or NWL Ocracoke - Silver Lake - 600 feet wifhin this area 8' Hatteras Fernr Basin - 750 feet with the basin and adiacent marina e. (i) Will navigational aids be required as a result of the project? ❑Yes �No ❑�fA (ii) If yes, explain what type and how they will be implemented. : � ;1� a. 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CONTRACTOR AND IS TO BE REPAlREO IN ACCORDANCE WITH APPIJCABLE STANDAR�S OF APPROPRIATE AGENGES ATTHECONTRACTORS DCPENSE 6; THE CONTRACTOR IS TO N0T1FY ALL Ul1LRY COMPANIES AT L.EAST 72 HQURS BEFORE CONSTRUCTION ACTMtt IS TO BEGIN. B 7. CONiRACTOR SNALL INSTALL AND MAINi'AIN EROSION CONiROL MEASURES PER PL4N BEFOREANY LAN� DISNRBINa DEMOLI770N AND CLFARING. 8. CONiRACTOR TO COORDINHTE T�MING OF DEMOIJTION ANO CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILI7IES REMAIN ACCESSABLE. ' 9. ALl OEBRIS, STRUCTURES AND UTILI7IES TO BE OEMOLISHED AND REMOVED FROM THE PROJECT SITE MAY NOT BE � SHOWN ON THIS PLAN. ANYNDD�TIONALDEBRIS, STRUCTURES AND UTILIiIES ENCOUNTERED �URING CONSTRUCTION, TFIE' CO�MR4CT�ORS�FXPENSEEIN ACCOROANGE WITH APP �CABLE OCA�L,�STA EAND FEDERALSREGULATIONSFSffEAT CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY RE�UIRED PERMITS. A . c 6 7 I 8 y I 10 I I I I 12 I 13 I 14 I 15 M � K J H GENERAL NOTES G KEY PL4N F E SCO ID # 17-17066-0IA 0 NO REViSION DATE � � ,•`�����CAR ���! 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SfDE � 7 I B I;;. 9. �: .� SLOPED AMQ SKEWED P.IAIES FOR HIP BEA�I.AND TRUSS i-3 TOP GHORD CUNNECiION.- SIMPSON ML26 ANGLE, EACH SIDE, EACH; ACE � � 6x8 RAFTER ISS TOP )RD I$S BOTfOM )RD SfEE1 G� s�.7 10 I II � C.L TFtUSS T-3 Bz8 RAFfER -• -I 4 -� s�.a .�,� TYPICAL T-2 TRUSS DIAGRAM i�4- . �•_o• K12 G11 2-J�'0x3' g� � LONG l,fG SCREWS. 1' IYP.: , �F�RAMlN�6�AP][;IF,-'�' THRU BOLTS.-� - � _ . 17 19 �E C.L TRUSS iRUSS T-2 MEAfBERS- 14 I 8� •SIl�SON �ILZB ANGLE, EACH SIDE -4z8 TIMBER FOR LAUVER REFER TO ARCfi. DViGS. 15 TYPICAL T-3 TRUSS DIAGRAM K15 �/a• m �•-o^ 2- kt'0 TNRU 4x10 RIDGE � � �SfEEL PIATE FACH SIDE / / 6 - � 0 7HRU BOLTS (IYP.) �L 4x8� � y o00 �6n8 11MBER BEAM 3x8 � 3x8J . -- �3x8 >': GBdHt,4LNOiES SADDLE W/ (3) -�'O 40" x 10' TIIABER `..:; ' �" 10' x 10' TIMBER ' ��� i1MBER COWMN COLUMN ' COLUMN 6x8 TOP CHORD �' 6x8 TOP CNORD SAQDLE W� i�) �`/ 1NRU SADDLE BRACI�f B4Li5 2-�'0 THRU BOLTS. ex6 POST G ��-�N � TYPICAL 3x8 TO COLUMN CONNECTION SECTIQN - � . � 3�4. a �._o. . G7 �/�,_;�•_o• - G11 SEGTION . , �1 SECTION _ ___��1 ' ' � TYPICAL RIDGE CONNECTION "AT TRUSS 3�4, e �,�, .. v't 3�4. o �.�. , . vo � . . .1' e 1'-D' .. ' � ri� r'J � Bx8 BFAM ' , , g• (Z) -%�� x 2$� lAG BOLT. Fi1CH SIDE DB . `HIP RAFIER, OF SPLICE=(AT EME1tfOR FACE) 6x8 'fIMBER RAFfER AFfACH TO •.' 4 F . 51.1 BE/�6! PER MfFER BEAMS AT . KEYPLAtd su� ��s,�. � (�)'�� sowc {z) sn�soN srnvc u�ru� na/s�.r co��s ov� � , , EACH SIDE� FACH FACE 15600 TRUSS SCIffW 156t� TRUSS SCREV�S COLUMN. , y� 0 6z8 TiMBER � ' �LOCATE SPUCE AT CINIER OF (3) SINPSON SUWC � :: RAF[FR BEYOND. t5600 muss sc�vds sxe n� - � �• co�. w�rri 7YFICAL SPLICE DETAIL AT .CONTINUOUS FASCIA MEMBER E15 E 4x8 gEqM � �. � �.�. 6x8 11MBER X' FRAldING'PtA7ES. EACH SIQE OF BEAMS , . aao crn.u�H. w/ x•o n�tu soE1s. :• Y,- �xr sauo� wwc�. !�' f l�') . � � . : A13 NOTCH TOP OF BEAM TO PLU�1 C�IfH - SCOlD�# 1717067-01A 7YPICAL BEAM AND_ HIP RAFTER CONNECTION AT GOIUMN %1 roP oF Pu�. Tl'PICkL RAFfER FO BFAM CONNECTION D4 SECTION � ps �_ a�,_o. - .- . � i � 51•� S/4� d� 1�'0' ... _. •� 3�4� 9��-p• � . Y� PIATE EACH SIDE Of RAFfER p . . TIM6ER PILE. NOTES: TIMBER CONNECT'ION MOTES: : o t�o R�vtst°N �a . � � ce �� M : � K ; � H G F [� 0 J�' D(PANSIQN � 1. FOl1NDATIONS.HAVE BEEPi DESIGNm BASm ON i. RffER TO SPECIFlCATIONS FOR ?RESER9ATNE TREAi1lEM; MINRAUM & PtAIE ASSEMBLIFS SHAI.L � SHOP fABRICATED WffM +°fi '"�"�4'+°�i '� WNCREIE SIAB ,pINT MNiFRIAL 1FIE SOIL BORIN� ARD GEf1iECHKtG1L ENGINEEftIN6 h1ATER�AL PROPQtTIES. DE§IGN CRITFRW AND SUBNfTTAC REWIIRQAENfS. j(. �����o ��� o,�� �,. _��� J K � REFORf PREPpRED BY ESP ASS�WTES� PA PRWECT - SADDlE CONNECiIONS TO COLUNNS MAY � FlELD WECDED TO �� - ., ;.. : ;• APRII. 13. 20i7. . 2. REfER TO RELEV�SECiIONS APID ARCHfTECiURAL DEfAILS FOR ACCAAdMOUAIE PILE DRP/ING TOLERANCES. , ,-.,, .,. . .. •.:.�•.. ' N0. E4-fN65.300 �1ED , _ : • ' _ T R U S S D t M E N S 1 0 N S. ._ A i 1� d S. tl Y O R K I N G P O I N T S. E T C. . 6x e R A F' f F R 6� R A F f E R . ;���' �,- � 2. THE SfRUCitJRE SFtALL B� FOUNDm ON �� "' , ` 7:..WOU� iRUSS6-SMALL BE DESIGNED FOR THE FOLLWMItdG '�'''�""'�� � . ' 10'X10'.504JfHERN PNJE IiO. 1 i1118ER PIIES WfIH � ApPL�ED lOADS�IN l+�iNi1DN TO THE DFAD LOAD UF TFIE WQOD 4X�o mucE=' RCHIT � �� � A ECTURE �i H E F O LL O W I N 6 U L i 1 k 1 A T E C A P A C f I I E S: 3. I N A C C O R D� 4 N C E_ W f f H T H E S P ECIFICATION S, iNE TRUSSES AND T R U S S S 1 5 T E M. Y nN D LOADS, S N O W L O A D S A N D L Q 4 D B hSSOCIATED ROOF FR/�MING IAEMBEftS ANO CONNECTIONS SNALL'BE '��yp�pyg'S►IALL gE pQt �HE Np(tTF{ C�p�Np �ILDMG TYPICAL RAFTER T CONNECTION TO RIDGE BEAM C15 "'•°"°••' a�eeMrni[naane� .„o�.�,�..�,.,,.. 10 z10'-iREA1fD �, • COtdPRES510N: 30K UL7IMATE (.12 K All.01YA8LE) DFSIGNm TO Wf1HSfAND THE DEAD, LIVE AND WIN� LOADS INOICAIID CbDE 2012 mfflON AND ASCE7-05 3�4� `�-0� NCDOT OCRACOF� • 11MBER PIIE TENSlON: 11K ULTINAIE (4.SK. AIlOWABLE) B E k.� Y. S N O P D R I I W I N G S S H A l L B E P R� A R E D B( A P R O F E S S I U N N. : n � ENdNEER REGISTERED iP! THE SfAIE df NORfN CAROLINA. INCLUDE iUP CNORD DEAD LOAD: 10 PSF Y' BEMT SADDLE HAPIGER.��•I I�.� . ISLAND PA� a DESIGN LOADINGS. CALCUUI}IONS� DESIGN �tTA, AND RFACAOtdS. TOP CHORO LNE LOAD: 20 PSf �- ;0 3. , BASE BIDS ON PROVIWNG, 20' LONG TEST PILE �p�pps �CtlNUARY BENDING SiRESSES lN TRUSS TUP AND BOTfOM p�Nb �pqp: 10' NOTCN TOP OF BEAA4 TO FLUSH W(iH Hp,T�ns.gpym.nfc e AND 16. FOOT.LONG PRODUCifON PILES. ACNAL PILE CFIORDS OUE TO THE LOADIPIGS IN THE DESIGN: V= 130 MPH � TOP Of PUIE LENGIHS SHALL- BE.DEiERMINED BY PDA ANALYSIS Of � 0 2' 4' e• ��• I�f iE5f RIIES. IAW WRH t;EOiECNtdICAL REPOAT I= j.0 4. WELDING SHN.L COAGPIY WRH 1HE SiRUCNRAL WELDMG {pryp �pppg SHAiL BE C1ILCULATED BASED ON ��' �`� � • f2ECONA4ENUATIONS. CODe pqEpqREp gy h{E AYI.S., MINIMtIM, WELD SIZE SHALL BE ` °�p�p�UCiED OPEtd. 5fitUCTURE PRE�URE COffFlCiEMS � SCALE: 1/4" = 1'-0" �n� �� ' 4. � PILE DRMNG SHALL BE iERl91NATED AT DEPTH 3/16' FlLLEf WQ.D� ELECfRODES SHALL BE ElOX7(. SNOW LOAD: � JNDIGITED OR AT RFFUSAL (4 BLOWS PER INGH OR Pg = 10 PSF o e' �' Z• 3• �""' ou,ro�o�o 48 BLOWS PER F 5. MEfALS CONNECTORS ANO fNFiDWARE SHALL BE SfAINl.65 SfEEL IN I= 1.0 �„„, ��� �• ACCORDhNCE WRH THE SPECIFlCAl10NS. MEfAL CONNECfORS SNALL BE 6x8 RAFfER 4x10 RIDGE BEAA1 TIMB.fR PILE DETAIL OF SIZE. TO FlF A7E�ABERS AND OF SUFFIGIENf SIRENGfH TO DEVELOP 7HE SCALE: .3/4' _ �'-o• ,� � A 3/4,e �,�,. . A3 5. NO FOUNDAiION WORK SkIAl1 BE �NSfALLED �N�� , LOADS INDICATED. . . .. SECTION . ALI. f00TING WDRK� HAS BEEN COOROINAIEU WRH A13 ° �� 2' � �I•I � ADJACENT UNDERGROUND UiILITIES. s/4• � ��_�' � 5-F2017 � SCALE: 1" = 1'-0" �ra 2016-?6 . . . . . . • CCR¢PR.AA'�IiSKA¢1LWIR.tt.W _ „ . 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SEti410REy �, � t� n�� °"�' "�° PASSENGER TERMINAL 1, (1�� � o � a �� o LEGEND: �� 1Yz'ASPHALT OVERLAY e:,:,: °..:,• ASPHALTPAVEMENT � WHEELCHAIR RAMP - "`:3;� =�: 4" CONCRETE SIDEWALK 7.��;`,:;.:�,*i:� 5 6 . 7 8 9 10 . .I1 q 3 4 � \ HATTE72AS ISLAND. NC • t` 1` `+ ,9�\�\ �. �o �PROR� ou�o�me B � 1 �y PS.� G sRE LAYouT GD `� Pm� � �� If� 1°=30' � o �s ' aa so� 12 13 14 IS �� EDM h WEL �'I 0 / n a� � , 7-12-2017 �oamea. 1188360P � n�w c�e aEvanoN M e � �'� �y`� K r w� �.J � ;'�,i^"'a �" - �� r"^ � � 9 H �BJH�A! NOiFS oe�eso�r,m mmn ua rm o� � aes oNr d m too pec 4oa�f dn ai e's�m T-0` u Qecprd h� sa�fsiw f1A tr rsqi6crNs d FaoiCn Qdetf2a 7T]-U�dmn �M��Y• G 0 L3 D K�. �$�i�9. ARCHITECTURE � xn ireHoeua. smrer. e�eeHrnmee n�s� oiodesiou NCDOT HATTEf2,4S ISLAND PASSENGER TERMBVAL . w>r�sxas s�.aw nG a`wmni B aJzc�-a�cnaz.c.i. srrE P�ni� � ��� ,�• . r-n• � SPI,1 I � �� I M L K J H G 1 I 2 I 3 �cr.FNn• IXISTINQ TREES ANU VEC+ETATION �VNTHIN LIMITS OF DISNRBANCE TO BE REMOVED AS NECESSARY. CONTRACiOR TO REFER TO ORADINO PLANS FOR flNAL GRADE � � REMOVEASPHALTPAVEMENT � REMOVEPAVERS LP TANKS TO BE MOVEO Ol1T5I�E TI1E UMfTS OF GRAOMO BY OWNEft ua mst or wtwan amm.W rarc smia uc m+sr awm 4 I 5 I 6 I 7 I g I 9 t . \ / / / / / TEMPORARY / CHAINLINKFENCE, / SEE NOTE 10 � rTIE TEMPORARY 1 FEPjCETOIXIS� wcanr. X/ / �� �� �/ �/' .w" �� ..+A4' . // •L:� � �'.L•'..' �; ,�:, '/ .' :.�. •_ -= - F � � y�:�:� . -�� _W� —�'_ � /+ •':•-'' ` � ' - ' fia.:., / � J �� � � i �� _, , . ^ � 1 ', r m u �1 �� �/ �. \ � � �� � _ ; � �` � '� �% coA��ta� r ���� l � E � _ --- J '' (,^l EXISTING _-3 '—�� ��' TO R�EMIUPN� l r Q IXISfING TO R�EMAIN�S ��� �'�'� �� �� iEMPORARY CHAIN LINK FENCE, SEE NOTE 10 +�r s � / IX1ST. UG PO�VER TO REMAIN� . `\ u/,,r �� � � � �, . � a � -/ +ir , �` -�\ r. IXIST.TELEPHONE � +u —i %�•�J- ____ r� � PE�ESTELTOREMAIN v� � � � ? ��/� �\ `� \♦ � // / � �' l ` \ iIETEMPORARY /i � +ar y�y��FENCETOIXIST. � + e? ' i���i�� +e�' �� �/" \ /� / \ GUTILI'fY` _ r%� - ' �� � ��' 1 / 1' y , / � NN \__— +v r � (` �\ �� +sr � ( //�� �`\ � � e� �/�^ \`\\ � I � � \ � \ 0` � .\\� � I � - - 1 1� I I�� I / � I �� � ' ------ =t=� - � � � I _,i � b � T� -� +�s �-D(IST.IIGPOWER�__'__`,=-���� .:�r-_���\ --_ _ _ -�__ _ � - l � � " ���___y_ ��� COASTGUARDRD�-' -- ----- / � � - - � � � _— �, SR 7499 —___— - � 1,- .. . . .. .. .. -_ _— __ � .. .. .. .. .. --- -- - . .. .. .. — — — -- . • . .. — —�-- .. .. .. , '' .. . .. • OWER POLE3 ���ING CHAIN LINKFENCE TO 9E ' .. �' .. , '•.. . �- TO REMAIN POVJEFt POIE �p�p EXIST. WATE17 LINE TO REMNN TO REMAIN HAIN IJNK FENCE TO BE . IXIST. TELEPHONE UG ��N� REMOVED TO REMAIN T � IXIST. UG POWER TO REMAIN LLS �L 6 M101IM p arc �nw�a „ar�ma.�su�amu NOTES: 1. ALL SREWORK SHALL BE IN ACCORDANCE N7TH ALL LOCAI� STATE, ANO NATIONAL , , REGULATORYSTANDARDSANDALLREQUIREMENTSINTHEPROJECTTECHNICALSPECIFICATIONS. 2. COMRACTORTOVERIFYIMTHENGINEERlHATTHERE�UIREOGRADING/LANDDISTRU8I1NCEAND DRIVEWAY PERMRS HAVE BEEN OBTAINED PRIORTO BEGINNING CONSTRUCTION. 3. ALLVJORKMUSTBEPERFORMEDBYANORTHCAROLINALICENSEDCONTRAC70R C 4' FpRq�LLCIRILRfTr1ESPWPORTOCONOSTRUC710N;AN�TO 071FYENGNEE�E�ROFANYCONFLICTSOR�SCREPANCIES. 5. CONTRACTOR SHALL PROTECT IXISTING SRE FEANRES CALLED OUT ON PLANS TO REMAIN DURING CONST(tUCT10N. qNy �AMAGE INCURREO DURING OR RESULTING FROM CONSTRUCTION ACTINN IS THE RESPONSIBILJN OFTHE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE IMTH APPLICABLE STANDARDS OF APPROPRIATE AGENGES ATTHECONTRAGTORSIXPENSE 6. THE CONTRACTOR IS TO NOTIFYALL U'fIL1TY COMPANIES AT LEA5T 72 HOURS BEFORE CONSTRUCTION ACl1VIiY � ISTOBEGIN. . ' B 7. CONTRACTORSHACLINSTALLANDMAINTNNEROSIONCOMROLMEASURESPERPIANBEFOREANYLAND DISTURBING DEMOLITION AND CLEARING. & CONTRACTORTOCOOR�INATEiIMING,OFDEMOUTIONANDCANSTRUCT10N5MTHOWNERTOEN511RE IXISTINO FACII:ITIES REMAIN ACCESSABIF. 9. ALL DEBRIS, STRUCiURES AND Ui1LITIES TO BE DEMOIJSHED AND REMOVED FROM THE PR0.1ECi SfTE MAY NOT 9E SHONM ON THIS PLAN. ANYAODITIONAL DEBRIS, STRUCTURES�AND 17I1L1T1ES ENCOUNTERE� DURINO CONSTRUCTION, THECO�MR4CT�ORSaEXPEN EEWACCORDANCELWITHAPP�LICABLELOCALSTATE/WDFEDERALRPEGSUL4TIONSFSREAT � COMR4CTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMRS. 10. CONTRACiOR RESPONSIBLE FOR SECURING THE SITE WITH TEMPORAfiY CHAIN LINK FENCE PRIOR TO COMMENCING WORK q . CONTRACTOR TO N071FY OWNER 24 HOURS IN AOVANCE OF DEMOOF WSTING SECURI7Y FENCE, ANY �AMA�ETO FENCE OR GATES lMLL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO REPAIR. Z 4 5 6 us uvr. ar cnwa MfI01YY. /Ilrt Ye�IR' euwc .nn�wn wrwr� sc.vam 10 I II I 12 I 13 I 14 I IS \ • \ \ �' ,� � \ ��i�a�+.�����'^-�,s�� \ ; �:i.�:�� ,� tt J y'; J � L�i: \ .. }r� ��„ '? a� .� Tr`� � � 3� y�y�3�,w .n �,.;:° . �:� �.. \ +a, �. �� / . �-- Z���. . � �, ���y; ��..�, .6-'5���--�� / \ . � , .�,-�. �, . / :;r�� r \l�h.' ��l � �i p +., �� \ �� �` � � ,— ;� r �T� \ � —� \ �� . \ j� �\ \ . � % - � / � � \ •'l��_ a� �� � � � . 'g1�< � � VGLOT .. . ���'...,. � \� � re im va i.e �;�\ \ \ \ rtpi0.Al0ETl6 •��♦ � \./ / \\ \\ . 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PIJ.0 6 3 2 REFERENCES GENERAL N�TES L 17070-832-0 PURCHASE TECHMCAL SPECIFICATION 1. DA+I�fSIONS SF1�WN ARE PR�POSm ONLY. ' ' 8 MAXIMUM DRAFT IS 4 FT. 3. SEE REF 1 FOR ADDITIONAL D�CK REQUIREHEMS� �.�. 5.-°. r ��� 1 E V I S I 0 N H I S T 0 _ t ��� . . � � , � � � �� �, 0 �3 � 26.�. � � �____._ _ - . — - —. —__- — ; — --��_�_ _._ ..� ..,_. ,�.� o � FlUIDS - • ._- � FILVDISCHARGE STA770N SHORE P�VER � O CONNECTION AFT,kEYHOLE . ' - SHORE POVER (TYP) . FWD KEYHOLE. FWD CHOCK . ` . � SIZE THD � ' BY CIVIL • ENGINEER BULKHEAD / 36' `� 14'-0' CTY� � � _-- � � � qg• IQON-ADA STAIRS CTYP) 'i'. : 40 7/B' . NCDOT SUPPIIED ' , ' ---�'-- -- � RRNP 29'-8 7/B' � — i •i � a• : �.• • i • � � r � i 'I��' L__ ' ia� � .„ :.,, � � � � �., , � � .�.. ,. I � . . ,�, �,�; 1 s�vi _ I'�" J �i ,•, , ; ; . ��� �� - . � • ,e'_9. - � � I � ;,' � ' � 'r I � i -� r,��,,,� �I, �ur — • � •:��•i ���a- • , ���.��jj �������� • ,., ��1�1� � `0i -- ��i • ��� -=- !q � , ��': � :�:� us...�. a ---•4... -'�s�11r.�1��i1/�11111[Illllllllllllll�.�/i��l1!!:'..:s�iiiiii111��'illllllll���(lllllllll��l���vi.�.�ll��1IIIIIII��i111111111111f10t11Bi111���111111111111111 ,'� ���'ii � ,, , ��ir��,�� � �.� - � ,,r�� � \ ��•� -� �- , n .; , � u�-u• DOCKIPIG PLAN � �wc oowri Fxou neovE 5 4 3 %� 1 012' PILE (TYP) IXTINGUISFIER � . FLUIDS L2' FIL.VDISCHARGE SHORE HUNKER ���� ta ` i � ,1_` FLUIDS � "FILL/DISCHARGE , �� - � STATION � � - �� ` ' BULKHEAD . . . - , . , ." Nonix�CaiediwAFoirerSYsten� � . � ' .. �w. ' ��.� , Elliott Bay Design Group No�th:Carolina, PLLC F� _ NORTH CAR�LINA D,O�T� RALESGH,.NORTH CAR�LINA � ��•�� "�", PEBESTRIAN FERRT T„u -� . ARRANGEMENTS � �. . '�D �"� 17070-101-1 2 3/16• = 1'-0' "�` ""` 17070-101-IP3 °¢T 1 � 3 � wn � am uvo uvn atc � 2 � 1� 6 , � am ra�an�Ner vamcm � � k �TO � � P �� � VRiTIE7U , �' C@SEM 20370 ELLIDR &1Y LESf@I fA61lP. ' . � � _ i � t . f .- i Y � D� � }. , � - ;. - 9 i { i r � � 1 � i 1 -_ C � � � � -- f � i - ; :� � I �. � ; _ � _ i � ; , i -� . �. � , � j � � . . k . ; i. - . �i ; � � ; � � � �. ; -: ; � � � .�_ �_��� C .«..F 5 4 5. � � �OUTBOARD PROFlLE �� ,� � 5�� 4 3 . � - - . ., � . . . .; ,. .. 4 . . , " . , • .. . : . .. . � . - r �.. � , � -: .- N�N-ADA STAIRS ;: .. . - � - ` - � � NCD�T SUPPLIED , ' , • L�W -;TIDE ,� � : �: ; . " ,; HIGH-TIDE ,: , �- . . 8-0•� � , � , 20' 36' ---�--�--------------- a .. , ._ ,. .., � —����-�-Elt�-------=-- 3 2 .� � � - �������`�� :,:��: �,' � �i�1� �� �_ ��� ,a�-� �a��� �,.� �� . . 0�� ��� Q�� �`� 17070-101-1 �� 3/16'=1'�17070-101-IP3 °�' 2 ° 3 1 6 • � arm r�vx�r�ar va�rr � r�mr � uscn cmi � m wmvmm 9 A07Y 71� PARIIES V1TIW� PRID7 VRITIFN f�iS:NT� 20pOELL10f7 DAY �SIQI 61011P. LIC�1' L�AD CQNDI77f]N 5 4 FULL L�AD C�NDITIDN ' ` FN/D SEGTION ' ' , . �naaNc.�r'Fno►a �rro • ---, ' � �� TRELLE80RG ARCH FENDER � �' ' 32' . � 17 9/16' 6 5 I 4 3 2 ,.,: _ . . _ . _ . AFT SEGTION'. . � waaHc �r rRou Fwo - __— FABRICATm KNEE FENDER 5 1/2'-+j TI�III� . � �IIII� � 62 3/4' � 21 1/4' 60• I I '. . NP SECTION � . sHowrtac �rtoQt u+n a� �rmQt � sq� 0 3+:r.��'. . t. �J������� ��1�� � � 7017 ����m��a �� ��� . e�� �v Q� 17070-101-1 � ' 17070-101-IP3 °�' 3 �' 3 __.____ 1 � � _ _._. .. . --.. . . _... _ __. ... .---- -.. .. � ... . --- .. .— ._..._ _. . _ ... . .. . . __ _ .. �_. . . .. ---.. ._.... _�... . ..__... .---_ --- I , _.._._. ._._._... _ �_ . . _ ._.. . _�.._ ,��m�,�,�,���, 1 2 3 4 5 6 7 � B 9 � IO 11 12 13 i4 IS MA7HtiAtS f�YING LEGBdD' . 2° ASPHALT OOINCREIE SURPACE COURSE, Spy�� TYPE S9.5B AT Ajd AV�IIGE RATE UF 224 L85. � PAV�6�9�T P@t SQ:. - ' . . , M M o �iy° REIRIFORCING RODS �� _ VARIES. ' � . . ��� -- �--- - 9y HOLES FOR °�(a X 15 STEEL PINS � --__---- . . . . : . , o .o' . __�_----_ __ T __ • . •d :w °'" - °'. ; °'• � °.'•q ,�� � , . ' •� � :,; . •b.: . a = e : • •p:' ' 6" AGf,REGAIE BASE COURSE � o . . � -� 4� —� � . . _ � _ 1'-8° 1'-10 U2" 1'�3° 1'-70 9/2' 1'-B° ' ;`GOMPAGTED SUBGRADE' •� � � . - 4' � _ � , .. , o • � g, ��a�i�� l��g���a�a.�,��1��i��r . . •. .''SCALE• 'N.T:S. • .. . : . :- _ . : .' ; '` ' , , ' : ; : :: : :_ � ��������� �0.����� •- .. ' . . , 00������`.. �� ' ' . . . R K a� . � � a° as�ni.r co�sca�r� sur��ce cbuRse, �R �� . T-YPE 59:58 AT APf AVERAGE : : ; ` "RATE OF'T24 LBS. PHt SQ ; ,.. . 10" ypj��r VARIES - i � 6'-0° ,yz� T' 9Yi" 3, 0 2� ��- 4.1 ., , - � � � �� �� 3" 4" ' 3" 2 2�� . '{r ' . • �' • • p > >' d + � E7Q5fTPSG , �.�: _ �II 4° I 4� � GROUIdD :: 'ro, 6 • a.° _-6'-AGGREGAIE, ' --- -- --- � ° • � II'. � I I I I I EARTH � P . �. : " BASE:COURSE 1 � �O "� ; 1L__ MATERIAL , - � io • � e I I . . '. � . , . `.COMPACTED SUBGRADE �." REIPfFORCI1dG � __ � � � F� � - 1" DIA. HOCE FOR �'e X 30' LG. � 2";� !�, �� RODS 1� � 4. a:� o` s� 70 STEEL ANCHOR -2 PER BUMPER ' x " p� SECTI0�9 ELEVATIOA! SECYIOM s PA►R�PIG LOT API� SIpEWALK ASPHALT P�lVER9�ENT caiew.No� SCALE � N.T.$. � � 8' COWCRETE WHEEL STOP � � � � . .,' � SCALE N.T:S. G . . G c�i�var�t�o iuiErnE cAP- � . _ FASTEN WITH Cl) GALVANI�D SET SCRENRS � GROUT FlLCED G D1A. F HOT UIPPED Gu4LVA1dI�D I�Y PtAN ' F STEEL PIPE vdlPRfafER MID � SAFETYYELLOtA/ , � . � FIMSH . FIIdISHED GRADE E � '_ _ E I CONCRETE COLLAR DUl . 2� �ixpOSTT1iIC[WESS a ' DO PIOT ENCASE ' SCO ID A t7 ]706G-01A .BATTQM OF P05f D fl AGGREGATE 9ASE . . . � . NO REYISION DAIE � �I- yI � � ' � � ' .. . . ' ' . " , � 'n` ,��°�H �°�fw�, � I — - I �I I . . . . - . , _ . . .. - . . . - - . ??�pFESS/p�'��9 COMPAGTED SUBGRADE � , : ? ��� � �� , _ � � � � . =3; 19563 � I MEI'AI. BOLI.ARD ' . . . _ 's� '`HCINEEai3,J'= c C 12.4' , . � SCUR rnyTypCy . ' . - , II. Su1fE101 WWLNC R�1 f11.N.m0 PAVEMEIdT PROPOSm ' MARfaNa ' N PAVEk1ENT .. - . NCDOT HATTERAS ISCAND � MARIaNO uME ' PASSENGER TERMI(YAL � PUMP �� � � � !�-. � �y �a9 <� a� ,v,p�, �,�, anneome g 6 . SASP^ HA�T� �c V i.9 "��7 �'f_-rr ��.+i �, � DETiNI.$ � ASPNALT "����•••�• PARI4PfG�, N LOT :�L`i �� � %i,'�P '� 2� • � P1.T.S m"�'o�o � 7:2' � EDM {IAETAL BOLLARD o� =�, a �} � �, " �er�L BOL� �w �� �����a��' . '�" CZOO � �•- s�azon scA� b.r.s. � '�'"' - i,se�soa . , ' _ - . - . WAEmC.DA�I@iCANRI/d�l/iN � 3 4 ..5 6 � g . q 10 ' 11 12 13 14 15 1 � ��� 1 4 3 4 � 5 6 7 B 9 10 tl , 12 I9 14 IS M �B' PdAX. WITH LgIRE �� (B� 6V1X. WITHOUT C7IflEl 1 � ' . I I E�IDDLE MID VEHTICAL l4IRE3 . SHALL BE 121*t ON1GE YIN. , TOP AND BOTTQm 9TWNID , . � 9HALL` BE 70 QpUQE P9IN. '. . . _:;'� . WIflE FILTEfl FABRIC � - . ' IC. � �' . ' . ' " - I '. , nt�. USE RfIRE A YINIYIFii OF 92" FILTER FABRIC . IN' i1IDTH AdD 1RiN A tlINIt� :.} � - OF B'LIP�E 11IHES tlRTH.12" CQu!" PACTm FILL� , STAY'SPACINO... . . 2. .USE FILTER FABAIC A tlINIBSUEA ' . � , OF 98"'-IN'f�UTH IUm FA37IId . AOEQUATELY TO THE NRFIE AS ' �.' . - - DFRECTm.BY THE.EN(�INEER. �I I� ' 3. PROYIDE. 6'-0" ST�L P�T OF gn - , . , THE $E4F-FASTkiiNER ANOLE � STEEL.TYPE. . . ' STEEL POST • pr_U" DEPTH , 4n . , . -, , . - . ; . , N �' "' IXfENSION OF FABHIC AND _ - ' . YYIflE IKLO THENCH . . 1 $TANDARD. SILT FEN.CE � �.. , , . . .. SCALE N.T.S. ' � G. ' . . . .- . _ v � - K / • / E j ' / - j ' / _ NOlE3: S � y.ti6 � 1. PHOVI�E NlININ(i pADIU3 SUFFICIENT TO ACC�pDAiE LAH6E TAltCK3. � �' .�, 2. LOCATE F.PFTNIWC�lS) TO PNOdIDE FOR UiILIZATION � , BY ALL COtlSiRUCTTON dEHICLES. - . o / 9. tlUST'.BE WINTAINED IN A COAlUii20N tMiICH.WILt PHEVENf TAACKIRMa OR DIRECT FLOl1 OF P1UD ONTO S1AEE7S. PFAIODIC TOPDHESSIM(i IPiTH STONE IYILL BE NECESSIIRY. � rN 4. APIY OIATERLIL TAACI�D ONTO T}tE HW\DIGY MIST BE . sv CLE/WED UP YI�EDIIITELY. 6. LOCATE 6RAYEL I�dSTRUCTIWi EHTRANCE AT ' . ALL ROINi3 � INf1pE33 %1t� EGHE3S'UNTIL SITE I9 STABILIZED. , PROVIpE FRECUENT CHECKS OF THE DEVICE APID TIYELY ��. � -_ • 8. NU19EA %IIA LOGITION OF .CQNSiAUCTI0P1 ENTRANCES TO � CLASS "A" STONE !�t' BE DE7EiWFl1� BX THE B�INEER. c Z 7. USE CLASS 'A' STONE OA OTHER COARSE AGQHE(iATE APPROVED 8:IN. L1IN. DEPTH ' '� BY 7tIE ENBINEER. ' . . , ��ve� co�snaucnor� en�n�c� . , �.. NQiE: PLACE FILTEH FABRIC BENEATH STOPtE . SCALE N.T.S. - s - ���������'� v„ i:�.i�r � � ����� ,a, � ' p`� � �� n . � �v' �3 � ��`"�„o„ .'�.wi' . oec _ � , nae � .. . .... . . . .... . . . . . � . . . . . . . .. . ... . , . .,, .. . �... - � .. �� .. , , . � . . .-, . � . ,. . . ov � � Z 9 4 S 6 7 B 9 10 . 11 12 I3 t4 . ... I5.' . .. � Y PLMI :O m 817-17066-01A M � K � H G F E 1 REVISION DATE � `���) c �i�i enrzs, aom �sq w�a� hc awi m.u.w fdCDOT HA'CfERAS ISLAND PASSENGER TERMINAL ���.� 'cma . 6 ��� �� ��a� -�� C201 I � S,0 20,7 " 1 2 . 3 4 5 6 _ 7 � M - a '7 , / �� '�_� ���u / � � � �.v'�� �'3�'� ;.-�a - � ��,s�t� / � . :i.�il1 3� f) . �i3! ' e Kc.o.or. Pe&PG 53 9 I 1U I 11 � 12 13 I 14 I IS \ / / D.& 198. PG BZO . i '•� � �-����� . 0.8. 204. P4 477 �Y t�'�� ���� / � �9 Y'� � ��.��--�� ,� � � � �' � � .� � ' 3.�• =,�/ iv'� ��L,2�`�.,y,�.�� --- �� .,J` � 2 � 4 � . /�' � � �� � \��\` '�'i ` �� � . . / ' ti / �` �' �. . �i� ���� � . � h, , � , � //� /� I p \\y, �I / - � ., . ,�. ,s$ �( ���� � +ar \ � m+ - . / ���; � �.\����j^a♦ � - � i �, �i"� ♦ K �ii � � !/ -� �a�� t y�\\ � �\ p7lONlLL PFRrc SERw E / . . -. - � _ . . ' // / �I�// % ���\ y�-��� suwT[\�� \\� (US�COAST WNRD).. � 'F3A' �\'I _ '' �\' ` i3�� � ��" \../ / t � � //'� �L__ \�� / \ \. � %/ � �`• ' l 1 \ ` ov iNhmox 8" PERF. 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'� .. , .. . .. .. � � _ � _'� � �, ��-- � ��� � �ifT �� �', � % -, / � b� � L -ENCE � " " �� • � �� ENCE ' �` � L; ' �I RAWWATT�- 3 2o APPROX102LF -��� � �' �� � �� /%�������� 'ERY 50' (TYP) c2o � � � � 11 � l�f /���/� � / i� 5 �%n'�//�. �� ' � SILT FENCE � � ` � \ � 1-` � �U y � � t A � � zo APPROX 167 LF � 1 1 ' � �� � � %� � ! � s-' �.a mo , d 2 GRAVELCONSIRUCTION 1�� �\a;I�/�/� � /ro��i-� 6! � zoi ENTRANCE 1`\� + I I��%i � k� X� 1l,\ �/ii �� 1�� � Q . I � ��I � �i � G� i �. � o -_ 1 � � � /� � o 0 \ � i � V.S. UEPT. OF 1NTENfOfl US. OEPT. DF MTERfOR � 1\ \ ��4 / 6� � WITIUWIL PNiI( SERVICE NAT]OW�L PnRK SENY6E 1� �/� ��� ICpPE NNTTEflAS MRTIOWIL' SEASNDNEI 1CPPE HA1TEfl0.5 NNTIONAL :%f+SFI0f1El �1 A�1 \�/` � m�w txio \f . GENERAL EROSION CONTROL NOTES: 1) INITIAL CLEARING, GRUBBING, /WD DEMOLI170N SHOULD ONLY BE CONDUCfED AS NECESSARY TO INSTALL THE PROPOSED EROSION CONTROL MEASURES. ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED, SRE PREPERATION, DEMOlIT10N, AND CONSTRUCTION CAN CONTINUE. 2) ALL SILT FENCE SHOULD BE INSPECTED, AAAINTAINED, AND REPAIRED AS NECESSARY AND AFfER ANY SIGNIFICANT RAINFALL EVENTS. 3) THE .CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING SEDIMENT IS NOT TRACKED OUTSIDE OF THE PROJECT SITE AND WILL BE RESPONSIBLE FOR SWEEPING ANY SEDIMENT FROM THE IXISTING ADJACEM' ROADWAY. � 4) ONCE THE PROJECT IS COMPLEfE,ALL EROSION CONTROL MEASURES SHALL BE REMOVED 'i AND ANY EXCE55 SEDIMENT SHOULD 8E DISPOSED OF OFFSfTE. 5) WHERE SILT FENCE IS ADIACENT TO DOSTING PAVEMENT, SILT FENCE SHALL BE MAINTAINED AS LONG AS FEASIBLE PRIOR TO REMOVAL FOR SAW-CUTfING AND FINAL GRADING iPAVING. ONCE THE FENCE HAS BEEN REMOVED, THE SOIL SHOULD BE STABILIZED BY THE END OF THE DAY. I 2 3 4 5 . . ` 1 \' � 1�\1 p ... . 1 \' �g����� o DEtO i 1 1�� o coPSS G�P�' JONATHAN BECKER � �u� ' LEVEL IIIA NAME ssn � , . � .. LEVEL IIIA CERTIFICATION NO. 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Ci11 SECTION �_,` SECfION � TYPICAL RIDGE CONNECTION AT TRUSS 3/4' - 1'-0' _ _� (�¢) . 3/4' 0 1'-0' . , G6 , _ , . . . , . . . . G15 �. �i r �.t•-:o• ' 6x8 BFAM � (OF) SPt10E (�•E7(TERIOR F�H SIDE D6 Hip RAFfER, 4 ATfACH'TO � . F 57.7 6x8 11NBER W1�fER BEAN PER' to9iQt BEAMS AT KEYFUN F SIMPSON ML26 NVGI.E. (2j SfMPSON $UWC DETAII-D4/51.1 CORNERS:OVER . EACH �DE. FACM fACE • ����� � 15600 iRUSS SCREYrS � - COLI�lN. � o , . d� . �� , sxa m� �,, . _ ... ` . � . : �-�oca� sPucE nr cou►� oF (s) s�►�sow ww�c m .. , w,r� a�o. E 4x8 ��pp �� � gxg n�� � :gu^ �p�„ �jpTM TYPICAL SPLICE DETAIL AT CO INUOUS FASCIA MEMBER E � �.: �.�. E15 6x8 iiMBER Y' FRAfAING PIAiES, EACH SIDE OF BEAl�S ' , aNn coui�: w/ x�o nu�u soiTs. v,• eour sanrnE wwc�x. (�' f l�'} " A13 NOTCH TOP OF BEAM TO FLU�i WfIFI �O ID # 17.17lM7-0lA TYPICAL BEAM AND HIP RAFTER CONf�ECTION AT_COLUMN _„%,1 ; S� � TOP OF PIAIE . TYPICAL RAFfER TO BEAM CONNECTION %1 SECTION f1 � �.. . „`" 3�4. � i�-0. v� �• - r-o• Y' PU1TE EACH . a/4' m 1'-0' . SI�E OF RAFTER p� ' . � . . . . D TIMBER PILE NOTES:. TIMBER CONNECTION NOTES: '" • ' ° No R�N . oa� _ . .. : �,. , X�' DfPNd.510N 1. FOUNDAiIOMS HAYE BEENN DESMt�IED BASm ON 1. REFER TO SPEGFlCATIONS FOR PRESERVATNE TRFATMENT, MINIIdUM B.:' PtATE ASSEIABUES SHALL BE SHOP FAB(nCATED WItH �'�N ��� cnrx� s�ae �a�r �nrnsw. � soa ea�ncs. Mro Bc�orEc►+ra �. �ar+maNc ►wm�w. aROP�na,. u�c� cRrtt�n ar�o sua►a�rr� r�quir�Exrs. K?, FILLET WELDS ALL AROUNU (TYP UNIESS O7HERlNISE NOTED). �. REPORi PREPAI�D 8Y E� � T E S. P A R R Q I E C f . . � P D L E C O N M E C i I O N S T O C O L U M N S M A Y B E Fl E l D W E L D m T O ` ' ,•..ar.;. NU. E4-FPt65.300 DAIED APRII- 13. ?017. 2. RffER TO RELEVMff SEC110NS AP1D MCHffECNWLL OETAILS FOR ACCOkINOQATE PILE URMNG TOLERAMCES. ' �'%��� �'{ ARCHffECIURE c 1D � 1RU$S QIIdENSiQNS. ELEVATIONS, WORKING POIPRS. EfC. :' 6x8 RAfTER 6x8 RAf'fER e` � � • ' 2 iHE STRUC7UflE SHALL � FOUNDm ON ' 7. WOOD iRUSSES SNALL BE DESICNED FOR.IFIE FOLLOWING .�'�'«�,,.f : 107fi9' SOUiHfRtd PINE tt�._ 1' 111dBER PILES WI1H " • APpUED LOADS IN ADQ(IION TO THE DfAb L44D OF 7HE WOOD 4x10 RfDGE � n�E �oua�c u�nauh cnracm�s: 3. IN ACCORDANCE WRH THE SPECIFlCA710NS, n+E �ussa nao iRUss 5rsf�. �nND �oAus, sNow �oAos AND toA� -�yPICAL RAFTER T CONNECTION T0 RIDGE BEAM 8 ASSOCUUFD ROOf fRAA11NG MEMBERS AND COPINECiIONS Sf1ALL BE COMBIMATIONS SfIALL BE.PER THE NOR7FI CAROLlNA �11I�ING C15 r.a.o::oui oieiMv�us�eva� rnoH�a�aaee.iow ,�j CppIpRESS10N: 30K ULiIMAIE (12, K ALLOC!lIB1E} . 3�4�_ i�-°� 10'x10' TREATED DESIGNm TO WfiHSfAND THE DEAD, LIVE AN� WIND LOADS INDICATE➢ CODE 2012 mRION AND ASCE7-OS NCDOT NATTEi2AS . 11l18ER PILE .� � BELOW. SHOP DRAWINGS SHN.L BE PF�EPARED BY A PROFESSIONAI. 7QrSI0N: 11K ULAlaAIE (4.SN ALLOWABLE) / n ISLMD PASS� 6 • ENqNEER REGISIERED IN iHE SfATE OF MORiH CAROLINA IP�CLUDE TOp CHORD UEAD LOAD: 10 PSF y' BENi SADDLE HANGER. ir�� 1 1��� OESIGPI LOADINGS, CAICUtAiIONS, DESIGN �ATA, AND' RFA�ilONS. TOQ CHORD LJVE LOAD: 20 PSF a. 3. BASE BIDS ON PROVfDIMG 20' LONG TESf PILE C�� ���.. �NG STRESSES IN TRUSS TOP AtiD BOTTOM WI�dD LOAD: � 10' N�CH TOP QF BEAM TO FLUSH WffH Fte,rl�6Ll� o.MC e AND 16 FOOT LOHG PRODUCtION PILES. AC111AL PILE CHpRDS DUE TO THE LQADINGS IN iHE DESI6N. �'V = 130 MPH �`'� TOP OF PlA7E. - 0 Z• 4. B• LENGfNS SHALL BE OElERMINED BF PDA ANALY515 OF . "' I 1 `�"'�'""" B '1 = 1.0 � TYPICAI.. I-EAVY TA� 1� TfSL fllES. UW Wf[H 6EOTECHNIGU. REPORT 4. WEIDING SHALL CaMPLY WRH 7HE SiRUCR1RAL WELDING WIND LOADS SHALL BE CALCULAiED BASED ON COf�ECTION DETA6S , RECONtdENDATIUNS. COpE' FREPARED BY THE AW.S., MIMIMUbI WEID Sig SHAlL BE ,,.'UNOBSfRUCIID OPEN STFiUCR1RE' PRESSURE COFFFICIENfS �_ SCALE: t/4" = 1'-0" 4: PIL6 DRINNG SHALL BE TERM6dA'fED AT DEP1H ' 3/16' FlLLET WEID. ElEC1RODE$ SHALL BE E70X%: SN01Y LOAD: , Pg = 10 PSF o 6' �' 2' 3' r.n v�nww , � INDICAlED i1R AT REFUSAL (4 BLOWS. PER INCH OR. 5. bIEfALS CONNECTORS AND HARDWARE SHALL BE STAINIESS SfEEI. IN I= 1.0 . ��� � • 48 BLOWS PQt fQOi). ACCORDMlGE WRH THE SpECIFlCAiIONS. METAL CONNECTORS. SHALL BE 6x8. RAFfER 4x10 RIDGE BEAM °M"" � TIMBER PILE DETAIL A3 5. NO FOUNDA710N WORK SHALL BE IN5fALLm UNTIL ��ZE TO Fif MEMBERS M1D QF SUFFlCIENf SfftENGTH TO DEVELOP THE SCALE: 3/4" = 1'-0' � 3/4• a �•-o• lOADs INDIG�TED. SECTION o i• z• � � SI.I " ' � au. Foonwc; wo�c w,s e�d 000r�ar��o wm� A13 AWACEM UNDERGROUND UTIUTIES. a/4' t-o" ' 5-1-2017 SCALE: 1" = 1•-0" �mpa � � � � - . . .. . aorma¢r.mc.rnoreadcn�tw. ' •` 5 6 . 7 g " �C 10 11 17 19 ' 14 -IS .. � 0 9 .. . ' .. . . . - . _ . . ,.. .... 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