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Home My WebLink About20140742 Ver 1_Application_20140718 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY July 16, 2014 ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG LOCATION: 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610-4328 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801‐5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 13 & 33 for the proposed replacement of Bridge No. 108 over Tuckasegee River on SR 1002 (Old Cullowhee Road) in Jackson County, Federal Aid Project No. BRZ‐1002(13); Division 14; WBS Element 33507.1.1, TIP No. B‐4159. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 4‐ span, 280 foot long bridge with a 3‐span, 300 foot long bridge. NCDOT has minimized impacts on this replacement to temporary impacts resulting from work pads necessary to remove the existing structure and its bents, as well as the installation of the new bridge. To accommodate concerns raised by citizens, traffic will be maintained on‐site using phased construction. The project will be constructed using a series of work pads totaling 0.19 acre. This amount accounts for overlapping work pads between different phases of staged construction. Due to the likelihood of the difficulty of removing the work pads around the bank areas, the work pad rock will be retained at the bank as bank stabilization. This will result in 185 linear feet of bank stabilization. Please see enclosed copies of the Pre‐Construction Notification (PCN), Stormwater management plan, permit drawings, design plans, Rapanos form, and USFWS informal concurrence response for the above‐referenced project. A Categorical Exclusion (CE) was completed and distributed in August 2013. Additional copies are available upon request. Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required prior to authorization by the United States Army Corps of Engineers (USACE). By copy of this letter and attachments, NCDOT hereby requests NCWRC’s review. NCDOT requests that Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge No. 108 over Tuckasegee River on SR 1002. 2b. County: Jackson 2c. Nearest municipality / town: Cullowhee 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4159 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6157 3g. Fax no.: (919) 212-5785 3h. Email address: maturchy@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.315776 Longitude: - 83.177870 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Tuckasegee River 2b. Water Quality Classification of nearest receiving water: C Tr 2c. River basin: Little Tennessee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Residential and commercial land use. 3b. List the total estimated acreage of all existing wetlands on the property: Zero. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 500 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obselete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 4-span, 280 foot long bridge with a 3-span, 300 foot long bridge. NCDOT has minimized impacts on this replacement to temporary impacts resulting from work pads necessary to remove the existing structure and its bents, as well as the installation of the new bridge. To accommodate concerns raised by citizens, traffic will be maintained on-site using phased construction. The project will be constructed using a series of work pads totaling 0.19 acre. This amount accounts for overlapping work pads between different phases of staged construction. Due to the likelihood of the difficulty of removing the work pads around the bank areas, the work pad rock will be retained at the bank as bank stabilization. This will result in 185 lnear feet of bank stabilization. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Requesting the JD with this permit. Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 3 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T Temporary Work Bridge Tuckasegee River PER INT Corps DWQ 125 0.19 acre Site 1 P T Bank Stabilization Turkasegee River PER INT Corps DWQ 125 185 Site P T PER INT Corps DWQ Site P T PER INT Corps DWQ Site P T PER INT Corps DWQ Site P T PER INT Corps DWQ 3h. Total stream and tributary impacts 185' Perm 0.19 ac Temp 3i. Comments: 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Due to concerns raised by the community, traffic will be maintained on-site using phased construction. Temporary workpads will be phased so that no more than 50% of the river channel will be blocked at any time. Work pads will be further stabilized by "jersey" barriers on their upstream sides to prevent them from washing away during high flow events. NCDOT will establish a contact network with Duke Energy to ensure that impending flows are anticipated and that any equipment on work pads be moved to high ground. NCDOT will participate in a preconstruction survey during the 2014 field season in order to validate the assumption that the Appalachian elktoe is not within the area that may be affected by indirect effects. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards for Sensitive Waters will be used for this project. Deck drains will not discharge into open water. The Department will observe an in-stream moratorium for trout from October 15-April 15. Demolition of existing the existing structure will be conducted in a manner that minimizes dropping material into the river. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: The NCDOT does not propose mitigation for stream bank stabilization activities. Stabilizing the bank of a stream does not require fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed bank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization and minimizing impacts to the environment. 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 8 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: CE Approved & Distributed August 1, 2013. Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 11 (Version 1.2; Released July 2012) B-4159 County(ies):Jackson Page 1 of 1 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Surrounding Land Use: Light urban business .0237 miles 9,800(2032) 1.63Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Buffer Rules in Effect Project Description No NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class B Other Stream Classification: Carlas Sharpless, PE City/Town: 919-707-6750 1590 Mail Service Center Address: Cullowhee 919-707-6739 Jackson ac. General Project Narrative:The project involves replacing Bridge 108 on SR 1002 (Old Cullowhee Rd.) over the Tuckasegee River in Jackson County. This project also involves traffic improvements which includes the realignments of SR 1336 (Montieth Gap Road) and SR 1732 (Edgewater Road). Portions of the new alignments are located on new location and are meant to improve intersection conditions with SR 1002. The existing structure is a 3-span 280' bridge, and will be replaced with a 300' 3-span structure in the exising location. The existing roadway consists of 20' of BST with shoulder section. The proposed roadway is a 2-12 foot travel lane facility with a variable width center turn lane, 4-foot bike lanes, sidewalks, curb and gutter section, and shoulder section. No Deck drains will be present over open waters, and deck drain dissipator pads will be used to prevent erosion. Typical Cross Section Description: References 6,300 (2013) 2.38 Average Daily Traffic (veh/hr/day): ac. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Stephen Morgan, PE Existing location General Project Information Address: 4/14/2014 1590 Mail Service Center Raleigh, NC 27699-1590 Raleigh, NC 27699-1590 Project/TIP No.: NCDOT Contact: Project No.:B-4159 Contractor / Designer: smorgan@ncdot.gov Little Tennessee 2-79-(30) csharpless@ncdot.gov 2-12 foot travel lanes with variable width center turn lane, 4 foot bike lanes, curb and gutter, sidewalks, and shoulder sections with variable side slopes to tie-in. NCDWQ Stream Index No.: Supplemental: Trout Waters (Tr) Primary: Tuckaseegee River DHVDTV ======%%MPH ADTADT% * D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S FUNC CLASS =000PROFILE (HORIZONTAL) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES C203498 PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 09/08/99 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CON TRACT:TIP PROJECT: DEPARTMENT O F T R A N S P OR T A T IO N S T ATE O F N O R T H C AROLINA J A C K S O N C O U N T Y A N D S T R U C T U R E D E C E M B E R 1 6 , 2 0 1 4 T O N Y H O U S E R , P . E . L E E A N N M O O R E LE N G T H O F R O A D W A Y T I P P R O J E C T B - 4 1 5 9 = 0 . 2 3 7 M I L E S LEN G T H O F S T R U C T U R E T I P P R O J E C T B - 4 1 5 9 = 0 . 0 5 7 M I L E S T O T A L L E N G T H O F T I P P R O J E C T B - 4 1 5 9 = 0 . 2 9 4 M I L E S 5025501005025501001051020201220321060540DUAL 3* TTST 2 B-4159 B - 4 1 5 9 4 FOR BRIDGE PROJECTS THE SUB REGIONAL TIER GUIDELINES THIS PROJECT WAS DESIGNED USING VICINITY MAP SHOWING LOCATION OF PROJECT B-4159 See Sheet 1-B For Conventional Symbols 3 3 5 0 7 . 1 . 1 B R Z - 1 0 0 2 ( 1 3 ) P E G R A D I N G , P A V I N G , D R A I N A G E RURAL COLLECTOR - L - P O T S T A . 1 4 + 2 5 . 0 0 B E G I N T I P P R O J E C T B - 4 1 5 9 - L - P O T S T A . 2 9 + 7 5 . 0 0 E N D T I P P R O J E C T B - 4 1 5 9 - L - P O T S T A . 2 1 + 6 6 . 0 0 E N D B R I D G E CAROLINA UNIVERSITY TO WESTERN TO SYLVA - L - SR 1002 OL D C ULL O W HE E R O A D SR 1732 EDGEWATER ROAD SR 1336 MO NTEIT H G AP R O A D SR 1169 CEN TR A L D R IV E TUCKASEGEE RIVER PROJECT BEGIN PROJECT END - Y 1 - - Y 2- -DR1- - L - P O T S T A . 1 8 + 6 6 . 0 0 B E G I N B R I D G E B R I D G E N O . 1 0 8 O V E R T H E T U C K A S E G E E R I V E R O N S R 1 0 0 2 ( O L D C U L L O W H E E R D . ) T O NC 107 N O V E M B E R 2 2 , 2 0 1 3 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S %%15,400 9,800 B R Z - 1 0 0 2 ( 1 3 ) 3 3 5 0 7 . 2 . 1 R O W & U T I L THERE IS NO CONTROL OF ACCESS ON THIS P R O J E C T CLEARING ON THIS PROJECT SHALL BE PERFO R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T WC R WC R WC R WC R Roger Rd.HollyHillsRd.HollyHillsRd.Rd.River(107 (107CullowheeWesternCarolinaUniversityWayehutta TuckasegeeRiverBranch100217331732100210021732OldCullowheeRd.1336 R IV E R T U C KA S E G E E LINE CONTROL BENT 1 -L- VERTICAL GRADE DATA -L- (-)8.2138%(-)0.4017% VC = 380’ ELEV. = 2,080.04 P.I. = 16+39.50 -L- R T L D P.I. HORIZONTAL CURVE DATA -L- = 831.00’ = 1,387.09’ = 1,713.59’ = 653’41.3" = 11808’55.9" (RT) = 26+65.65 -L- 2,090 2,080 2,070 2,060 2,050 2,040 2,030 2,020 RIP RAP BERM 1’-7" MIN. FILL FACE @ END BENT 1 BEGIN FRONT SLOPE DRILLED 3’-6" ~ SECTIONS AT BENT AND END BENTS ARE AT RIGHT ANGLES SECTION ALONG -L- BEGIN FRONT SLOPE GROUND NATURAL APPROXIMATE STRUCTURE EXCAVATION (TYP.) 1’-6" TO UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED COLUMN 3’-0" ~ RIP RAP (TYP.) 2’-0" CLASS II W.P. #1 FILL FACE @ END BENT 1 STA. 18+66.00 -L- (TYP.) EXCAVATION STRUCTURE UNCLASSIFIED TOP OF DRILLED PIER TOTAL LENGTH OF BRIDGE (FROM W.P. #1 TO W.P. #4) 300’-0" (ALONG ARC) LINE CONTROL BENT 2 (TYP.) RIP RAP CLASS II (TYP.) PIER (TYP.) STA. 18+51.13 -L- BEGIN FRONT SLOPE GRADE POINT EL. = 2,079.13 STA. 18+66.00 -L- GRADE POINT EL. = 2,079.19 STA. 18+51.13 -L- GRADE POINT EL. = 2,077.93 STA. 21+66.00 -L- GRADE POINT EL. = 2,077.87 STA. 21+78.50 -L- (ALONG ARC) 50’-0" TO SR 1336 (TYP.) STRUCTURE EXISTING E L . 2 , 0 4 8 | E L . 2 , 0 7 6 | E L . 2 , 0 7 5 | E L . 2 , 0 7 2 | E L . 2 , 0 5 0 | E L . 2 , 0 6 4 |E L . 2 , 0 7 6 | E L . 2 , 0 7 6 | E L . 2 , 0 5 3 | E L . 2 , 0 5 8 | E L . 2 , 0 5 9 | E L . 2 , 0 6 1 | E L . 2 , 0 5 4 | E L . 2 , 0 4 9 | E A RT H BE RM 1’- 0" MI N. E A RT H BE RM 1’- 0" MI N. E ART H BE RM 1’- 0 " MI N. E ART H BE RM 1’- 0" MI N. BEGIN FRONT SLOPE STA. 21+78.50 -L- END BENT 1 BENT 1 BENT 2 END BENT 2 BEGIN APPROACH SLAB STA. 18+42.31 -L- END APPROACH SLAB STA. 21+89.94 -L- SPAN ‘‘C’’ 100’-0" (ALONG ARC) SPAN ‘‘B’’ 100’-0" (ALONG ARC) SPAN ‘‘A’’ 100’-0" (ALONG ARC) SHEET 1 OF 4 RI P RA P BE RM 1’- 7" MI N. RI P RAP BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. (SR 1002 ) O LD CU LL OWHEE ROAD EXCAVATION STRUCTURE UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED 31 ’-3 " | 27 ’-9 " | (TYP.) NORMAL TO CAP ( T Y P . ) 1 ’ - 0 " (TYP.) (NORMAL TO CAP) SLOPE 1:1 EL. 2,054.50 EL. 2,054.50 SPAN A SPAN B SPAN C (TYP.) STRUCTURE EXISTING EXP.EXP. TOP OF DRILLED PIER (TYP.) 3’-6" FILL FACE @ END BENT 2 EL. 2,063.5| GREENWAY SHELFEL. 2,062.5| GREENWAY SHELF FIX FIX FIX FIX EL. 2. 0 7 1. 2 5 EL. 2, 0 6 9. 2 5 EL. 2, 0 6 7. 2 1 EL. 2, 0 6 9. 2 1 33 ’-11 " | 39 ’-1" | TO CURVE) (TANGENT 13020’32" TO CURVE) (TANGENT 12326’51" TO CURVE) (TANGENT 10939’28" TO CURVE) (TANGENT 11633’09" STA. 20+16.00 -L- { BRIDGE STA. 19+66.00 -L- W.P. #2 STA. 20+66.00 -L- W.P. #3 28 ’-2 " | 29 ’-10 " | 26 ’-8 " | 28 ’-4 " | EL. 2, 0 7 0 . 0 6 EL. 2, 0 6 8. 0 6 EL. 2, 0 6 5. 9 2 EL. 2, 0 6 7. 9 2 STA. 21+66.00 -L- W.P. #4 FILL FACE @ END BENT 2 PLAN ALL BENTS ARE PARALLEL PILES NOT SHOWN FOR CLARITY TO CURVE) (TANGENT 12000’00" (TYP.) STEEL PILES HP 12 X 53 GRADE TO DRAIN GRADE TO DRAIN UTILITY PLANS) (TO REMAIN, SEE 8" ~ SEWER LINE UTILITY PLANS) OR REMOVED, SEE (TO BE RELOCATED 8" ~ SEWER LINE (1940) EL. 2,075 HIGH W.S. (Q100) 2,072 W.S. EL. PAD DISSIPATOR DECK DRAIN PAD DISSIPATOR DECK DRAIN N.W.S. EL. 2,053 TO SR 1732 +50 19+00 +50 20+00 +50 21+00 +5018+00 F.A. PROJECT NO. : BRZ-1002(13) END BENT 1 FILL FACE @ END BENT 2 FILL FACE @ NORTH NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH DEPARTMENT OF TRANSPORTATION 1 2 3 4 STATION: COUNTY PROJECT NO. I C A E n g i n e e r i n g f / k / a F lo r e n c e & H u t c h e s o n , I n c . V : \ S t r u c t u r e s \ S t r u c t u r e _ D e s i g n \ T I P \ B - 4 1 5 9 _ J a c k s o n _ 1 0 8 \ P la n s \ P r e l i m i n a r y \ s 1 _ B - 4 1 5 9 _ s d _ g d . d g n 1 1 / 1 / 2 0 1 3 S-1 20+16.00 -L- B-4159 DRAWN BY : CHECKED BY : DATE : DATE : T. E. TALLMAN DATE :DESIGN ENGINEER OF RECORD: D. H. CARTER S-1NOV 2013 NC License No: F-0258 Engineering f/k/a Florence & Hutcheson, Inc. REPLACES BRIDGE NO. 108 4 JACKSON NOV 2013 NOV 2013 PRELIMINARY GENERAL DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS K. M. MOBLEY BETWEEN SR 1336 AND SR 1732 TUCKASEGEE RIVER ON SR 1002 FOR BRIDGE OVER TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY P L A N V I E W G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ NAD 83/95 NC GRID S c a l e : 1 " = 5 0 ’ shown in pla n v i e w f o r c l a r i t y . Excavation s h o w n i n p r o f i l e v i e w i s n o t D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R P e r m i t D r a w i n g B l o w u p 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . B - 4 1 5 9 PHASE 1A TEMP. WORK PAD S H E E T _ _ O F _ _ P E R M I T D R A W I N G 3 1 1 D I 15 " RC P -III B Y H Y D R O 1 8 " C M P L O C A T E D 18" CM P RETAIN 24" RCP-III 2 G I 2 G I 24" RCP-III 2GI RC P-I V 15" RCP-III 18"& 24" RCP/ C M P REMOVE DI ’ S D E C K D R A I N D I S S I P A T O R P A D S E E D E T A I L D CFF F F C C C CF C F F C CFFF C F LTGR BSTCONC1SBLKBUS L T MT L S DKBSTGR GRDI D I L T MTL CON C 2 S B L K A P T 3 S F A P T GR B S T 2 S F A P T DKTWALL108" BLK GAS TANKSCONC W/ UG CONC ISL S T E P S W D S T E P S WD BLK WALL48" - 108" 7 ABANDON8911 12 1 3 1 4 15 16 26 2 9 B LK WA LL CONC LT CANOPYWD W/LT W / C A T V DK W/C A T V B S T W/L T 24" RCP 2 4 " C M P 1SB K B U S W / C A T V W/C AT V W / C A T V GR 8" DIP S R 10 02 T 8" DIP 1" P L A S TI C 12 " D IP 12 " D I P 4 " S T E E L 12" DIP12" DIP (RAW)6" DIPCONC. WATER VAULT 2" P L A S TI C C A T V W/ SS SS SS SS SS SS SS SS SS SS SS W ELL M ONI T O R 2" PLASTIC AZTEC DRIVEELEV.=2076.3 7 ’ E L E V .= 2 0 7 6 .5 8 ’ 18’ BS T SP IK E R /REIP EIP DK B A S E M E N T 2 S B K D W / S 3 S B K A P T SR 1335 1 S F B U S WD36"(RAW)12" DIP E DG E W AT E R R OAD S R 17 3 2 BUS/APT3SBK PK N A IL PK NAIL WCR WCRWCR 5 5 . 0 0 ’ 3 5 . 0 0 ’ + 9 0 . 0 0 - L - + 3 5 . 0 0 - D R 1 - 20 5 0 2 0 5 0 2 0 5 0 2050 2055 20 55 20 5 5 2055 2055 2060 20 6 0 2060 2060 2060 2060 2060 206 0 20 6 0 2060 2065 2 065 2065 20 6 5 20 65 2070 2 0 7 0 2 0 7 0 2070 2070 2075 2075 2 0 7 5 2075 2 0 7 5 2 0 7 5 2075 2 0 7 5 2080 2080 2080 2080 2 0 8 0 2 0 8 0 2085 2090 209521002105 T B T B TB T B TB TB T B TB T U C K ASE GEE RI VE R TYPE- I I I TYPE-I I I TY P E - I I I TYP E TL - 2 TYPE TL - 2 TYPE TL-2TYPE-IIITYPE TL-2 TES TES GRAU 350 TL-2 R IV E R T U C KA S E G E E LINE CONTROL BENT 1 -L- VERTICAL GRADE DATA -L- (-)8.2138%(-)0.4017% VC = 380’ ELEV. = 2,080.04 P.I. = 16+39.50 -L- R T L D P.I. HORIZONTAL CURVE DATA -L- = 831.00’ = 1,387.09’ = 1,713.59’ = 653’41.3" = 11808’55.9" (RT) = 26+65.65 -L- 2,090 2,080 2,070 2,060 2,050 2,040 2,030 2,020 RIP RAP BERM 1’-7" MIN. FILL FACE @ END BENT 1 BEGIN FRONT SLOPE DRILLED 3’-6" ~ SECTIONS AT BENT AND END BENTS ARE AT RIGHT ANGLES SECTION ALONG -L- BEGIN FRONT SLOPE GROUND NATURAL APPROXIMATE STRUCTURE EXCAVATION (TYP.) 1’-6" TO UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED COLUMN 3’-0" ~ RIP RAP (TYP.) 2’-0" CLASS II W.P. #1 FILL FACE @ END BENT 1 STA. 18+66.00 -L- (TYP.) EXCAVATION STRUCTURE UNCLASSIFIED TOP OF DRILLED PIER TOTAL LENGTH OF BRIDGE (FROM W.P. #1 TO W.P. #4) 300’-0" (ALONG ARC) LINE CONTROL BENT 2 (TYP.) RIP RAP CLASS II (TYP.) PIER (TYP.) STA. 18+51.13 -L- BEGIN FRONT SLOPE GRADE POINT EL. = 2,079.13 STA. 18+66.00 -L- GRADE POINT EL. = 2,079.19 STA. 18+51.13 -L- GRADE POINT EL. = 2,077.93 STA. 21+66.00 -L- GRADE POINT EL. = 2,077.87 STA. 21+78.50 -L- (ALONG ARC) 50’-0" TO SR 1336 (TYP.) STRUCTURE EXISTING E L . 2 , 0 4 8 | E L . 2 , 0 7 6 | E L . 2 , 0 7 5 | E L . 2 , 0 7 2 | E L . 2 , 0 5 0 | E L . 2 , 0 6 4 |E L . 2 , 0 7 6 | E L . 2 , 0 7 6 | E L . 2 , 0 5 3 | E L . 2 , 0 5 8 | E L . 2 , 0 5 9 | E L . 2 , 0 6 1 | E L . 2 , 0 5 4 | E L . 2 , 0 4 9 | E A RT H BE RM 1’- 0" MI N. E A RT H BE RM 1’- 0" MI N. E ART H BE RM 1’- 0 " MI N. E ART H BE RM 1’- 0" MI N. BEGIN FRONT SLOPE STA. 21+78.50 -L- END BENT 1 BENT 1 BENT 2 END BENT 2 BEGIN APPROACH SLAB STA. 18+42.31 -L- END APPROACH SLAB STA. 21+89.94 -L- SPAN ‘‘C’’ 100’-0" (ALONG ARC) SPAN ‘‘B’’ 100’-0" (ALONG ARC) SPAN ‘‘A’’ 100’-0" (ALONG ARC) SHEET 1 OF 4 RI P RA P BE RM 1’- 7" MI N. RI P RAP BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. (SR 1002 ) O LD CU LL OWHEE ROAD EXCAVATION STRUCTURE UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED 31 ’-3 " | 27 ’-9 " | (TYP.) NORMAL TO CAP ( T Y P . ) 1 ’ - 0 " (TYP.) (NORMAL TO CAP) SLOPE 1:1 EL. 2,054.50 EL. 2,054.50 SPAN A SPAN B SPAN C (TYP.) STRUCTURE EXISTING EXP.EXP. TOP OF DRILLED PIER (TYP.) 3’-6" FILL FACE @ END BENT 2 EL. 2,063.5| GREENWAY SHELFEL. 2,062.5| GREENWAY SHELF FIX FIX FIX FIX EL. 2. 0 7 1. 2 5 EL. 2, 0 6 9. 2 5 EL. 2, 0 6 7. 2 1 EL. 2, 0 6 9. 2 1 33 ’-11 " | 39 ’-1" | TO CURVE) (TANGENT 13020’32" TO CURVE) (TANGENT 12326’51" TO CURVE) (TANGENT 10939’28" TO CURVE) (TANGENT 11633’09" STA. 20+16.00 -L- { BRIDGE STA. 19+66.00 -L- W.P. #2 STA. 20+66.00 -L- W.P. #3 28 ’-2 " | 29 ’-10 " | 26 ’-8 " | 28 ’-4 " | EL. 2, 0 7 0 . 0 6 EL. 2, 0 6 8. 0 6 EL. 2, 0 6 5. 9 2 EL. 2, 0 6 7. 9 2 STA. 21+66.00 -L- W.P. #4 FILL FACE @ END BENT 2 PLAN ALL BENTS ARE PARALLEL PILES NOT SHOWN FOR CLARITY TO CURVE) (TANGENT 12000’00" (TYP.) STEEL PILES HP 12 X 53 GRADE TO DRAIN GRADE TO DRAIN UTILITY PLANS) (TO REMAIN, SEE 8" ~ SEWER LINE UTILITY PLANS) OR REMOVED, SEE (TO BE RELOCATED 8" ~ SEWER LINE (1940) EL. 2,075 HIGH W.S. (Q100) 2,072 W.S. EL. PAD DISSIPATOR DECK DRAIN PAD DISSIPATOR DECK DRAIN N.W.S. EL. 2,053 TO SR 1732 +50 19+00 +50 20+00 +50 21+00 +5018+00 F.A. PROJECT NO. : BRZ-1002(13) END BENT 1 FILL FACE @ END BENT 2 FILL FACE @ NORTH NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH DEPARTMENT OF TRANSPORTATION 1 2 3 4 STATION: COUNTY PROJECT NO. I C A E n g i n e e r i n g f / k / a F lo r e n c e & H u t c h e s o n , I n c . V : \ S t r u c t u r e s \ S t r u c t u r e _ D e s i g n \ T I P \ B - 4 1 5 9 _ J a c k s o n _ 1 0 8 \ P la n s \ P r e l i m i n a r y \ s 1 _ B - 4 1 5 9 _ s d _ g d . d g n 1 1 / 1 / 2 0 1 3 S-1 20+16.00 -L- B-4159 DRAWN BY : CHECKED BY : DATE : DATE : T. E. TALLMAN DATE :DESIGN ENGINEER OF RECORD: D. H. CARTER S-1NOV 2013 NC License No: F-0258 Engineering f/k/a Florence & Hutcheson, Inc. REPLACES BRIDGE NO. 108 4 JACKSON NOV 2013 NOV 2013 PRELIMINARY GENERAL DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS K. M. MOBLEY BETWEEN SR 1336 AND SR 1732 TUCKASEGEE RIVER ON SR 1002 FOR BRIDGE OVER TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY P L A N V I E W G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ NAD 83/95 NC GRID S c a l e : 1 " = 5 0 ’ shown in pla n v i e w f o r c l a r i t y . Excavation s h o w n i n p r o f i l e v i e w i s n o t D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R P e r m i t D r a w i n g B l o w u p 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . B - 4 1 5 9 PHASE 1B TEMP. WORK PADPHASE 1B TEMP. WORK PAD S H E E T _ _ O F _ _ P E R M I T D R A W I N G 5 1 1 D I 15 " RC P -III B Y H Y D R O 1 8 " C M P L O C A T E D 18" CM P RETAIN 24" RCP-III 2 G I 2 G I 24" RCP-III 2GI RC P-I V 15" RCP-III 18"& 24" RCP/ C M P REMOVE DI ’ S D E C K D R A I N D I S S I P A T O R P A D S E E D E T A I L D CFF F F C C C CF C F F C CFFF C F LTGR BSTCONC1SBLKBUS L T MT L S DKBSTGR GRDI D I L T MTL CON C 2 S B L K A P T 3 S F A P T GR B S T 2 S F A P T DKTWALL108" BLK GAS TANKSCONC W/ UG CONC ISL S T E P S W D S T E P S WD BLK WALL48" - 108" 7 ABANDON8911 12 1 3 1 4 15 16 26 2 9 B LK WA LL CONC LT CANOPYWD W/LT W / C A T V DK W/C A T V B S T W/L T 24" RCP 2 4 " C M P 1SB K B U S W / C A T V W/C AT V W / C A T V GR 8" DIP S R 10 02 T 8" DIP 1" P L A S TI C 12 " D IP 12 " D I P 4 " S T E E L 12" DIP12" DIP (RAW)6" DIPCONC. WATER VAULT 2" P L A S TI C C A T V W/ SS SS SS SS SS SS SS SS SS SS SS W ELL M ONI T O R 2" PLASTIC AZTEC DRIVEELEV.=2076.3 7 ’ E L E V .= 2 0 7 6 .5 8 ’ 18’ BS T SP IK E R /REIP EIP DK B A S E M E N T 2 S B K D W / S 3 S B K A P T SR 1335 1 S F B U S WD36"(RAW)12" DIP E DG E W AT E R R OAD S R 17 3 2 BUS/APT3SBK PK N A IL PK NAIL WCR WCRWCR 5 5 . 0 0 ’ 3 5 . 0 0 ’ + 9 0 . 0 0 - L - + 3 5 . 0 0 - D R 1 - 20 5 0 2 0 5 0 2 0 5 0 2050 2055 20 55 20 5 5 2055 2055 2060 20 6 0 2060 2060 2060 2060 2060 206 0 20 6 0 2060 2065 2 065 2065 20 6 5 20 65 2070 2 0 7 0 2 0 7 0 2070 2070 2075 2075 2 0 7 5 2075 2 0 7 5 2 0 7 5 2075 2 0 7 5 2080 2080 2080 2080 2 0 8 0 2 0 8 0 2085 2090 209521002105 T B T B TB T B TB TB T B TB T U C K ASE GEE RI VE R TYPE- I I I TYPE-I I I TY P E - I I I TYP E TL - 2 TYPE TL - 2 TYPE TL-2TYPE-IIITYPE TL-2 TES TES GRAU 350 TL-2 R IV E R T U C KA S E G E E LINE CONTROL BENT 1 -L- VERTICAL GRADE DATA -L- (-)8.2138%(-)0.4017% VC = 380’ ELEV. = 2,080.04 P.I. = 16+39.50 -L- R T L D P.I. HORIZONTAL CURVE DATA -L- = 831.00’ = 1,387.09’ = 1,713.59’ = 653’41.3" = 11808’55.9" (RT) = 26+65.65 -L- 2,090 2,080 2,070 2,060 2,050 2,040 2,030 2,020 RIP RAP BERM 1’-7" MIN. FILL FACE @ END BENT 1 BEGIN FRONT SLOPE DRILLED 3’-6" ~ SECTIONS AT BENT AND END BENTS ARE AT RIGHT ANGLES SECTION ALONG -L- BEGIN FRONT SLOPE GROUND NATURAL APPROXIMATE STRUCTURE EXCAVATION (TYP.) 1’-6" TO UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED COLUMN 3’-0" ~ RIP RAP (TYP.) 2’-0" CLASS II W.P. #1 FILL FACE @ END BENT 1 STA. 18+66.00 -L- (TYP.) EXCAVATION STRUCTURE UNCLASSIFIED TOP OF DRILLED PIER TOTAL LENGTH OF BRIDGE (FROM W.P. #1 TO W.P. #4) 300’-0" (ALONG ARC) LINE CONTROL BENT 2 (TYP.) RIP RAP CLASS II (TYP.) PIER (TYP.) STA. 18+51.13 -L- BEGIN FRONT SLOPE GRADE POINT EL. = 2,079.13 STA. 18+66.00 -L- GRADE POINT EL. = 2,079.19 STA. 18+51.13 -L- GRADE POINT EL. = 2,077.93 STA. 21+66.00 -L- GRADE POINT EL. = 2,077.87 STA. 21+78.50 -L- (ALONG ARC) 50’-0" TO SR 1336 (TYP.) STRUCTURE EXISTING E L . 2 , 0 4 8 | E L . 2 , 0 7 6 | E L . 2 , 0 7 5 | E L . 2 , 0 7 2 | E L . 2 , 0 5 0 | E L . 2 , 0 6 4 |E L . 2 , 0 7 6 | E L . 2 , 0 7 6 | E L . 2 , 0 5 3 | E L . 2 , 0 5 8 | E L . 2 , 0 5 9 | E L . 2 , 0 6 1 | E L . 2 , 0 5 4 | E L . 2 , 0 4 9 | E A RT H BE RM 1’- 0" MI N. E A RT H BE RM 1’- 0" MI N. E ART H BE RM 1’- 0 " MI N. E ART H BE RM 1’- 0" MI N. BEGIN FRONT SLOPE STA. 21+78.50 -L- END BENT 1 BENT 1 BENT 2 END BENT 2 BEGIN APPROACH SLAB STA. 18+42.31 -L- END APPROACH SLAB STA. 21+89.94 -L- SPAN ‘‘C’’ 100’-0" (ALONG ARC) SPAN ‘‘B’’ 100’-0" (ALONG ARC) SPAN ‘‘A’’ 100’-0" (ALONG ARC) SHEET 1 OF 4 RI P RA P BE RM 1’- 7" MI N. RI P RAP BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. (SR 1002 ) O LD CU LL OWHEE ROAD EXCAVATION STRUCTURE UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED 31 ’-3 " | 27 ’-9 " | (TYP.) NORMAL TO CAP ( T Y P . ) 1 ’ - 0 " (TYP.) (NORMAL TO CAP) SLOPE 1:1 EL. 2,054.50 EL. 2,054.50 SPAN A SPAN B SPAN C (TYP.) STRUCTURE EXISTING EXP.EXP. TOP OF DRILLED PIER (TYP.) 3’-6" FILL FACE @ END BENT 2 EL. 2,063.5| GREENWAY SHELFEL. 2,062.5| GREENWAY SHELF FIX FIX FIX FIX EL. 2. 0 7 1. 2 5 EL. 2, 0 6 9. 2 5 EL. 2, 0 6 7. 2 1 EL. 2, 0 6 9. 2 1 33 ’-11 " | 39 ’-1" | TO CURVE) (TANGENT 13020’32" TO CURVE) (TANGENT 12326’51" TO CURVE) (TANGENT 10939’28" TO CURVE) (TANGENT 11633’09" STA. 20+16.00 -L- { BRIDGE STA. 19+66.00 -L- W.P. #2 STA. 20+66.00 -L- W.P. #3 28 ’-2 " | 29 ’-10 " | 26 ’-8 " | 28 ’-4 " | EL. 2, 0 7 0 . 0 6 EL. 2, 0 6 8. 0 6 EL. 2, 0 6 5. 9 2 EL. 2, 0 6 7. 9 2 STA. 21+66.00 -L- W.P. #4 FILL FACE @ END BENT 2 PLAN ALL BENTS ARE PARALLEL PILES NOT SHOWN FOR CLARITY TO CURVE) (TANGENT 12000’00" (TYP.) STEEL PILES HP 12 X 53 GRADE TO DRAIN GRADE TO DRAIN UTILITY PLANS) (TO REMAIN, SEE 8" ~ SEWER LINE UTILITY PLANS) OR REMOVED, SEE (TO BE RELOCATED 8" ~ SEWER LINE (1940) EL. 2,075 HIGH W.S. (Q100) 2,072 W.S. EL. PAD DISSIPATOR DECK DRAIN PAD DISSIPATOR DECK DRAIN N.W.S. EL. 2,053 TO SR 1732 +50 19+00 +50 20+00 +50 21+00 +5018+00 F.A. PROJECT NO. : BRZ-1002(13) END BENT 1 FILL FACE @ END BENT 2 FILL FACE @ NORTH NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH DEPARTMENT OF TRANSPORTATION 1 2 3 4 STATION: COUNTY PROJECT NO. I C A E n g i n e e r i n g f / k / a F lo r e n c e & H u t c h e s o n , I n c . V : \ S t r u c t u r e s \ S t r u c t u r e _ D e s i g n \ T I P \ B - 4 1 5 9 _ J a c k s o n _ 1 0 8 \ P la n s \ P r e l i m i n a r y \ s 1 _ B - 4 1 5 9 _ s d _ g d . d g n 1 1 / 1 / 2 0 1 3 S-1 20+16.00 -L- B-4159 DRAWN BY : CHECKED BY : DATE : DATE : T. E. TALLMAN DATE :DESIGN ENGINEER OF RECORD: D. H. CARTER S-1NOV 2013 NC License No: F-0258 Engineering f/k/a Florence & Hutcheson, Inc. REPLACES BRIDGE NO. 108 4 JACKSON NOV 2013 NOV 2013 PRELIMINARY GENERAL DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS K. M. MOBLEY BETWEEN SR 1336 AND SR 1732 TUCKASEGEE RIVER ON SR 1002 FOR BRIDGE OVER TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY P L A N V I E W G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ NAD 83/95 NC GRID S c a l e : 1 " = 5 0 ’ shown in pla n v i e w f o r c l a r i t y . Excavation s h o w n i n p r o f i l e v i e w i s n o t D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R P e r m i t D r a w i n g B l o w u p 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . B - 4 1 5 9 PHASE 2A TEMP. WORK PAD S H E E T _ _ O F _ _ P E R M I T D R A W I N G 7 1 1 D I 15 " RC P -III B Y H Y D R O 1 8 " C M P L O C A T E D 18" CM P RETAIN 24" RCP-III 2 G I 2 G I 24" RCP-III 2GI RC P-I V 15" RCP-III 18"& 24" RCP/ C M P REMOVE DI ’ S D E C K D R A I N D I S S I P A T O R P A D S E E D E T A I L D CFF F F C C C CF C F F C CFFF C F LTGR BSTCONC1SBLKBUS L T MT L S DKBSTGR GRDI D I L T MTL CON C 2 S B L K A P T 3 S F A P T GR B S T 2 S F A P T DKTWALL108" BLK GAS TANKSCONC W/ UG CONC ISL S T E P S W D S T E P S WD BLK WALL48" - 108" 7 ABANDON8911 12 1 3 1 4 15 16 26 2 9 B LK WA LL CONC LT CANOPYWD W/LT W / C A T V DK W/C A T V B S T W/L T 24" RCP 2 4 " C M P 1SB K B U S W / C A T V W/C AT V W / C A T V GR 8" DIP S R 10 02 T 8" DIP 1" P L A S TI C 12 " D IP 12 " D I P 4 " S T E E L 12" DIP12" DIP (RAW)6" DIPCONC. WATER VAULT 2" P L A S TI C C A T V W/ SS SS SS SS SS SS SS SS SS SS SS W ELL M ONI T O R 2" PLASTIC AZTEC DRIVEELEV.=2076.3 7 ’ E L E V .= 2 0 7 6 .5 8 ’ 18’ BS T SP IK E R /REIP EIP DK B A S E M E N T 2 S B K D W / S 3 S B K A P T SR 1335 1 S F B U S WD36"(RAW)12" DIP E DG E W AT E R R OAD S R 17 3 2 BUS/APT3SBK PK N A IL PK NAIL WCR WCRWCR 5 5 . 0 0 ’ 3 5 . 0 0 ’ + 9 0 . 0 0 - L - + 3 5 . 0 0 - D R 1 - 20 5 0 2 0 5 0 2 0 5 0 2050 2055 20 55 20 5 5 2055 2055 2060 20 6 0 2060 2060 2060 2060 2060 206 0 20 6 0 2060 2065 2 065 2065 20 6 5 20 65 2070 2 0 7 0 2 0 7 0 2070 2070 2075 2075 2 0 7 5 2075 2 0 7 5 2 0 7 5 2075 2 0 7 5 2080 2080 2080 2080 2 0 8 0 2 0 8 0 2085 2090 209521002105 T B T B TB T B TB TB T B TB T U C K ASE GEE RI VE R TYPE- I I I TYPE-I I I TY P E - I I I TYP E TL - 2 TYPE TL - 2 TYPE TL-2TYPE-IIITYPE TL-2 TES TES GRAU 350 TL-2 R IV E R T U C KA S E G E E LINE CONTROL BENT 1 -L- VERTICAL GRADE DATA -L- (-)8.2138%(-)0.4017% VC = 380’ ELEV. = 2,080.04 P.I. = 16+39.50 -L- R T L D P.I. HORIZONTAL CURVE DATA -L- = 831.00’ = 1,387.09’ = 1,713.59’ = 653’41.3" = 11808’55.9" (RT) = 26+65.65 -L- 2,090 2,080 2,070 2,060 2,050 2,040 2,030 2,020 RIP RAP BERM 1’-7" MIN. FILL FACE @ END BENT 1 BEGIN FRONT SLOPE DRILLED 3’-6" ~ SECTIONS AT BENT AND END BENTS ARE AT RIGHT ANGLES SECTION ALONG -L- BEGIN FRONT SLOPE GROUND NATURAL APPROXIMATE STRUCTURE EXCAVATION (TYP.) 1’-6" TO UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED COLUMN 3’-0" ~ RIP RAP (TYP.) 2’-0" CLASS II W.P. #1 FILL FACE @ END BENT 1 STA. 18+66.00 -L- (TYP.) EXCAVATION STRUCTURE UNCLASSIFIED TOP OF DRILLED PIER TOTAL LENGTH OF BRIDGE (FROM W.P. #1 TO W.P. #4) 300’-0" (ALONG ARC) LINE CONTROL BENT 2 (TYP.) RIP RAP CLASS II (TYP.) PIER (TYP.) STA. 18+51.13 -L- BEGIN FRONT SLOPE GRADE POINT EL. = 2,079.13 STA. 18+66.00 -L- GRADE POINT EL. = 2,079.19 STA. 18+51.13 -L- GRADE POINT EL. = 2,077.93 STA. 21+66.00 -L- GRADE POINT EL. = 2,077.87 STA. 21+78.50 -L- (ALONG ARC) 50’-0" TO SR 1336 (TYP.) STRUCTURE EXISTING E L . 2 , 0 4 8 | E L . 2 , 0 7 6 | E L . 2 , 0 7 5 | E L . 2 , 0 7 2 | E L . 2 , 0 5 0 | E L . 2 , 0 6 4 |E L . 2 , 0 7 6 | E L . 2 , 0 7 6 | E L . 2 , 0 5 3 | E L . 2 , 0 5 8 | E L . 2 , 0 5 9 | E L . 2 , 0 6 1 | E L . 2 , 0 5 4 | E L . 2 , 0 4 9 | E A RT H BE RM 1’- 0" MI N. E A RT H BE RM 1’- 0" MI N. E ART H BE RM 1’- 0 " MI N. E ART H BE RM 1’- 0" MI N. BEGIN FRONT SLOPE STA. 21+78.50 -L- END BENT 1 BENT 1 BENT 2 END BENT 2 BEGIN APPROACH SLAB STA. 18+42.31 -L- END APPROACH SLAB STA. 21+89.94 -L- SPAN ‘‘C’’ 100’-0" (ALONG ARC) SPAN ‘‘B’’ 100’-0" (ALONG ARC) SPAN ‘‘A’’ 100’-0" (ALONG ARC) SHEET 1 OF 4 RI P RA P BE RM 1’- 7" MI N. RI P RAP BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. RI P RA P BE RM 1’- 7" MI N. (SR 1002 ) O LD CU LL OWHEE ROAD EXCAVATION STRUCTURE UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED 31 ’-3 " | 27 ’-9 " | (TYP.) NORMAL TO CAP ( T Y P . ) 1 ’ - 0 " (TYP.) (NORMAL TO CAP) SLOPE 1:1 EL. 2,054.50 EL. 2,054.50 SPAN A SPAN B SPAN C (TYP.) STRUCTURE EXISTING EXP.EXP. TOP OF DRILLED PIER (TYP.) 3’-6" FILL FACE @ END BENT 2 EL. 2,063.5| GREENWAY SHELFEL. 2,062.5| GREENWAY SHELF FIX FIX FIX FIX EL. 2. 0 7 1. 2 5 EL. 2, 0 6 9. 2 5 EL. 2, 0 6 7. 2 1 EL. 2, 0 6 9. 2 1 33 ’-11 " | 39 ’-1" | TO CURVE) (TANGENT 13020’32" TO CURVE) (TANGENT 12326’51" TO CURVE) (TANGENT 10939’28" TO CURVE) (TANGENT 11633’09" STA. 20+16.00 -L- { BRIDGE STA. 19+66.00 -L- W.P. #2 STA. 20+66.00 -L- W.P. #3 28 ’-2 " | 29 ’-10 " | 26 ’-8 " | 28 ’-4 " | EL. 2, 0 7 0 . 0 6 EL. 2, 0 6 8. 0 6 EL. 2, 0 6 5. 9 2 EL. 2, 0 6 7. 9 2 STA. 21+66.00 -L- W.P. #4 FILL FACE @ END BENT 2 PLAN ALL BENTS ARE PARALLEL PILES NOT SHOWN FOR CLARITY TO CURVE) (TANGENT 12000’00" (TYP.) STEEL PILES HP 12 X 53 GRADE TO DRAIN GRADE TO DRAIN UTILITY PLANS) (TO REMAIN, SEE 8" ~ SEWER LINE UTILITY PLANS) OR REMOVED, SEE (TO BE RELOCATED 8" ~ SEWER LINE (1940) EL. 2,075 HIGH W.S. (Q100) 2,072 W.S. EL. PAD DISSIPATOR DECK DRAIN PAD DISSIPATOR DECK DRAIN N.W.S. EL. 2,053 TO SR 1732 +50 19+00 +50 20+00 +50 21+00 +5018+00 F.A. PROJECT NO. : BRZ-1002(13) END BENT 1 FILL FACE @ END BENT 2 FILL FACE @ NORTH NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH DEPARTMENT OF TRANSPORTATION 1 2 3 4 STATION: COUNTY PROJECT NO. I C A E n g i n e e r i n g f / k / a F lo r e n c e & H u t c h e s o n , I n c . V : \ S t r u c t u r e s \ S t r u c t u r e _ D e s i g n \ T I P \ B - 4 1 5 9 _ J a c k s o n _ 1 0 8 \ P la n s \ P r e l i m i n a r y \ s 1 _ B - 4 1 5 9 _ s d _ g d . d g n 1 1 / 1 / 2 0 1 3 S-1 20+16.00 -L- B-4159 DRAWN BY : CHECKED BY : DATE : DATE : T. E. TALLMAN DATE :DESIGN ENGINEER OF RECORD: D. H. CARTER S-1NOV 2013 NC License No: F-0258 Engineering f/k/a Florence & Hutcheson, Inc. REPLACES BRIDGE NO. 108 4 JACKSON NOV 2013 NOV 2013 PRELIMINARY GENERAL DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS K. M. MOBLEY BETWEEN SR 1336 AND SR 1732 TUCKASEGEE RIVER ON SR 1002 FOR BRIDGE OVER TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY P L A N V I E W G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ NAD 83/95 NC GRID S c a l e : 1 " = 5 0 ’ shown in pla n v i e w f o r c l a r i t y . Excavation s h o w n i n p r o f i l e v i e w i s n o t D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R P e r m i t D r a w i n g B l o w u p 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . B - 4 1 5 9 PHASE 2B TEMP. WORK PADPHASE 2B TEMP. WORK PAD S H E E T _ _ O F _ _ P E R M I T D R A W I N G 9 1 1 D I 15 " RC P -III B Y H Y D R O 1 8 " C M P L O C A T E D 18" CM P RETAIN 24" RCP-III 2 G I 2 G I 24" RCP-III 2GI RC P-I V 15" RCP-III 18"& 24" RCP/ C M P REMOVE DI ’ S D E C K D R A I N D I S S I P A T O R P A D S E E D E T A I L D CFF F F C C C CF C F F C CFFF C F LTGR BSTCONC1SBLKBUS L T MT L S DKBSTGR GRDI D I L T MTL CON C 2 S B L K A P T 3 S F A P T GR B S T 2 S F A P T DKTWALL108" BLK GAS TANKSCONC W/ UG CONC ISL S T E P S W D S T E P S WD BLK WALL48" - 108" 7 ABANDON8911 12 1 3 1 4 15 16 26 2 9 B LK WA LL CONC LT CANOPYWD W/LT W / C A T V DK W/C A T V B S T W/L T 24" RCP 2 4 " C M P 1SB K B U S W / C A T V W/C AT V W / C A T V GR 8" DIP S R 10 02 T 8" DIP 1" P L A S TI C 12 " D IP 12 " D I P 4 " S T E E L 12" DIP12" DIP (RAW)6" DIPCONC. WATER VAULT 2" P L A S TI C C A T V W/ SS SS SS SS SS SS SS SS SS SS SS W ELL M ONI T O R 2" PLASTIC AZTEC DRIVEELEV.=2076.3 7 ’ E L E V .= 2 0 7 6 .5 8 ’ 18’ BS T SP IK E R /REIP EIP DK B A S E M E N T 2 S B K D W / S 3 S B K A P T SR 1335 1 S F B U S WD36"(RAW)12" DIP E DG E W AT E R R OAD S R 17 3 2 BUS/APT3SBK PK N A IL PK NAIL WCR WCRWCR 5 5 . 0 0 ’ 3 5 . 0 0 ’ + 9 0 . 0 0 - L - + 3 5 . 0 0 - D R 1 - 20 5 0 2 0 5 0 2 0 5 0 2050 2055 20 55 20 5 5 2055 2055 2060 20 6 0 2060 2060 2060 2060 2060 206 0 20 6 0 2060 2065 2 065 2065 20 6 5 20 65 2070 2 0 7 0 2 0 7 0 2070 2070 2075 2075 2 0 7 5 2075 2 0 7 5 2 0 7 5 2075 2 0 7 5 2080 2080 2080 2080 2 0 8 0 2 0 8 0 2085 2090 209521002105 T B T B TB T B TB TB T B TB T U C K ASE GEE RI VE R TYPE- I I I TYPE-I I I TY P E - I I I TYP E TL - 2 TYPE TL - 2 TYPE TL-2TYPE-IIITYPE TL-2 TES TES GRAU 350 TL-2 TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY P L A N V I E W G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ NAD 83/95 NC GRID S c a l e : 1 " = 5 0 ’ shown in pla n v i e w f o r c l a r i t y . Excavation s h o w n i n p r o f i l e v i e w i s n o t D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R P e r m i t D r a w i n g B l o w u p 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . B - 4 1 5 9 TEMPORARY IMPACTS TOTAL COMBINEDTEMPORARY IMPACTS TOTAL COMBINED S H E E T _ _ O F _ _ P E R M I T D R A W I N G 1 0 1 1 D I 15 " RC P -III B Y H Y D R O 1 8 " C M P L O C A T E D 18" CM P RETAIN 24" RCP-III 2 G I 2 G I 24" RCP-III 2GI RC P-I V 15" RCP-III 18"& 24" RCP/ C M P REMOVE DI ’ S D E C K D R A I N D I S S I P A T O R P A D S E E D E T A I L D CFF F F C C C CF C F F C CFFF C F LTGR BSTCONC1SBLKBUS L T MT L S DKBSTGR GRDI D I L T MTL CON C 2 S B L K A P T 3 S F A P T GR B S T 2 S F A P T DKTWALL108" BLK GAS TANKSCONC W/ UG CONC ISL S T E P S W D S T E P S WD BLK WALL48" - 108" 7 ABANDON8911 12 1 3 1 4 15 16 26 2 9 B LK WA LL CONC LT CANOPYWD W/LT W / C A T V DK W/C A T V B S T W/L T 24" RCP 2 4 " C M P 1SB K B U S W / C A T V W/C AT V W / C A T V GR 8" DIP S R 10 0 2 T 8" DIP 1" P L A S TI C 12 " D IP 12 " D I P 4 " S T E E L 12" DIP12" DIP (RAW)6" DIPCONC. WATER VAULT 2" P L A S TI C C A T V W/ SS SS SS SS SS SS SS SS SS SS SS W ELL M ONI T O R 2" PLASTIC AZTEC DRIVEELEV.=2076.3 7 ’ E L E V .= 2 0 7 6 .5 8 ’ 18’ BS T SP IK E R /REIP EIP DK B A S E M E N T 2 S B K D W / S 3 S B K A P T SR 1335 1 S F B U S WD36"(RAW)12" DIP E DG E W AT E R R OAD S R 17 3 2 BUS/APT3SBK P K N A IL PK NAIL WCR WCRWCR 5 5 . 0 0 ’ 3 5 . 0 0 ’ + 9 0 . 0 0 - L - + 3 5 . 0 0 - D R 1 - 205 0 2 0 5 0 2 0 5 0 2050 2055 2055 205 5 2 05 5 2055 2 0 60 2060 20 60 2060 206 0 2060 2060 206 0 20 60 2060 2065 2065 2065 20 6 5 2065 2070 2 0 7 0 2 0 7 0 2070 2070 2075 2075 2 0 7 5 2075 2 0 7 5 2 0 7 5 2075 2 0 7 5 2080 2080 20 80 2080 2 0 8 0 2 0 8 0 2085 2090 209521002105 T B TB TB T B TB TB T B TB T U C K ASE GEE RI VE R TYP E- I I I TYP E-I I I TY P E - I I I TYPE TL - 2 TYPE TL - 2 TYPE TL-2TYPE-IIITYPE TL-2 TES TES GRAU 350 TL-2 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 20+07/20+68 -L-Temp Workpad 1A 0.04 1 18+87/20+70 -L-Temp Workpad 1B 0.08 1 20+14/20+86 -L-Temp Workpad 2A 0.05 1 19+45/20+86 -L-Temp Workpad 2B 0.08 1 18+87/20+86 -L-Bank Stabilization 185 TOTALS:0.19 185 ATN Revised 3/31/05 SHEET 11 4/30/2014 JACKSON COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WBS - 35507.1.1 (B-4159) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS NOTE: Interior bent of existing bridge to be removed NOTE: Project will be constructed using a series of workpads. Total impacts shown accounts for overlapping of workpads between different phases of staged construction. NOTE: Total Bent Impacts: 11,084 in2 < 0.01 acres for all permanent bents NOTE: Bank Stabilization impacts included within temporary impacts shown. DHV D T V = = = = = = % % M PH ADT ADT % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FUN C CLASS = 0 0 0 PRO FILE (HO RIZON TAL) PROJECT LENGTH RIGH T OF W AY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 D ESIGN DATA Prepared in the Office of: SIGNATU RE: SIGNATU RE: P.E. P.E. D IVISION OF H IGH W AYS PROJECT ENGINEER PROJECT D ESIGN ENGINEER GRAPH IC SCALES C 2 0 3 4 9 8 PLAN S PRO FILE (VERTICAL) HYD RAU LICS ENGINEER ENGINEER ROAD W AY D ESIGN LOCATION: TYPE OF W ORK : 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 1 0 - A P R - 2 0 1 4 0 8 : 2 9 R : \ R o a d w a y \ P r o j \ A l t 1 _ P r e f e r r e d \ b 4 1 5 9 _ r d y _ t s h . d g n $ $ $ $ U S E R N A M E $ $ $ $ 1000 B irch R idge D r., R aleigh N C , 27610 C O N T R A C T : T I P P R O J E C T : D E P A R T MEN T O F T R A N S PORTA T I O N S T A TEOFNORT H C AR O LI N A JACK SON COUN TY AND STRU CTU RE DECEM BER 16, 2014 TONY HOUSER, P.E. LEE ANN M OO RE LENG TH O F ROADW AY TIP PRO JECT B-4159 = 0.237 M ILES LENG TH O F STRUCTURE TIP PRO JECT B-4159 = 0.057 M ILES TO TAL LENG TH O F TIP PRO JECT B-4159 = 0.294 M ILES 50 25 50 100 50 25 50 100 10 5 10 20 2012 2032 10 60 5 40 DUAL 3* TTST 2 B - 4 1 5 9 B-4159 4 FOR BRIDGE PROJECTS THE SUB REGIONAL TIER GUIDELINES THIS PROJECT W AS DESIGNED USING VICIN ITY M AP SHO W ING LO CATION O F PRO JECT B-4159 See Sheet 1-B For Conventional Symbols 33507.1.1 BRZ-1002(13)PE GRAD ING, PAVING, D RAINAGE RURAL CO LLECTO R -L- POT STA. 14+25.00 BEGIN TIP PROJECT B-4159 -L- POT STA. 29+75.00 END TIP PROJECT B-4159 -L- POT STA. 21+66.00 END BRIDGE C A R O LI N A U N I V E R SI T Y T O W E S T E R N T O S Y L V A -L- SR 1002 O L D C U L L O W H EE R OAD S R 17 3 2 E D GE WAT E R R OA D SR 1336 M ON TEITH GAP ROAD S R 116 9 C E N TR A L D RI V E T U C K AS E GE E R IVE R PRO JECT BEG IN PRO JECT END -Y1- -Y2-- D R 1- -L- POT STA. 18+66.00 BEGIN BRIDGE BRIDGE NO. 108 OVER TH E TU CKASEGEE RIVER ON SR 1002 (OLD CU LLOW H EE RD .) TO N C 107 NOVEM BER 22, 2013 2012 STANDARD SPECIFICATIONS %% 15,400 9,800 BRZ-1002(13)33507.2.1 RO W & UTIL THERE IS NO CONTROL OF ACCESS ON THIS PROJECT CLEARING ON THIS PROJECT SHALL BE PERFORM ED TO THE LIM ITS ESTABLISHED BY M ETHOD II (107 (107 Cullowhee W estern Carolina University W ayehutta T uc kase ge e River Branch R o g er R d. H olly H i l l s Rd. Holly HillsRd. Rd. River 1002 1733 1732 1002 1002 1732 OldCullowheeRd. 1336 Existing Edge of Pavem ent Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing M etal G uardrail Existing Cable G uiderail Proposed G uardrail Equality Sym bol Pavem ent Rem oval Baseline Control Point RIGH T OF W AY: Existing Right of W ay M arker Existing Right of W ay Line h Existing Control of Access Proposed Control of Access Proposed Right of W ay Line C F Existing Easem ent Line Proposed Tem porary Construction Easem ent Proposed Tem porary Drainage Easem ent Proposed Perm anent Drainage Easem ent Proposed Perm anent Utility Easem ent HYD ROLOGY: Stream or Body of W ater Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sum p Proposed Cable G uiderail M AJO R: Bridge, Tunnel or Box Culvert Bridge W ing W all, Head W all and End W all M INO R: Head and End W all Pipe Culvert Footbridge Paved Ditch G utter U TILITIES: ROAD S AND RELATED FEATU RES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power M anhole Power Line Tower Power Transform er Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone M anhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l e ] / b H-Fram e Pole O O PO W ER: TELEPHON E: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber O ptics Cable W ATER: W ater M anhole W ater M eter W ater Valve W ater Hydrant Recorded U/G W ater Line 4 I H a TV: TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber O ptic Cable Designated U/G Fiber O ptic Cable (S.U.E.*) r | I ] GAS: G as Valve G as M eter Recorded U/G G as Line n c SAN ITARY SEW ER: Sanitary Sewer M anhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced M ain Line Designated SS Forced M ain Line (S.U.E.*) d o A/G Water Above G round G as Line A/G Gas Above G round W ater Line Above G round Sanitary Sewer A/G Sanitary Sew er M ISCELLAN EOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located O bject Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer M anhole m U/G Tank; W ater, G as, O il A/G Tank; W ater, G as, O il BOU NDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property M onum ent Existing Fence Line Proposed W oven W ire Fence Proposed Chain Link Fence Proposed Barbed W ire Fence g F 123 Existing W etland Boundary Proposed W etland Boundary Existing Endangered Anim al Boundary Existing Endangered Plant Boundary BU ILD INGS AND OTH ER CU LTU RE: Area O utline G as Pum p Vent or U/G Tank Cap Church School Dam Sign Sm all M ine W ell V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge W oods Line O rchard Vineyard RAILROAD S: Standard G auge RR Signal M ilepost Switch RR Abandoned RR Dism antled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber O ptics Cable (S.U.E.*) Designated U/G W ater Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) Designated U/G G as Line (S.U.E.*) U/G Test Hole (S.U.E.*) *S.U .E. = Subsurface U tility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cem etery EXISTING STRU CTU RES: Parcel / Sequence N um ber E AATUR End of Inform ation E.O .I. Note: Not to Scale SHEET NO .PRO JECT REFERENCE NO . 1-BB-4159 Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 0 4 / 1 6 / 1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 W etland Proposed Perm anent Easem ent with Iron Pin and Cap M arker Proposed Tem porary Utility Easem ent TUE Iron Pin and Cap M arker Proposed Right of W ay Line with DUEProposed Perm anent Drainage / Utility Easem ent AUEProposed Aerial Utility Easem ent CRProposed Curb Ram p STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVEN TIONAL PLAN SHEET SYM BO LS Underground Storage Tank, Approx. Loc. G eoenvironm ental Boring UST Known Soil Contam ination: Area or Site Potential Soil Contam ination: Area or Site Concrete or G ranite R/W M arker Proposed Right of W ay Line with C A Concrete C/A M arker Proposed Control of Access Line with DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 4B-4159 TRAFFIC DIAGRAM TRAFFIC DIAGRAM -L- -Y1- OLD CULLOWHEE RD 2012 ADT 2032 ADT 300 500 5,100 8,100 6,300 9,900 2012 ADT 2032 ADT -Y2- -L- OLD CULLOWHEE RD 6,800 10,900 6,300 9,900 9,800 15,400 5,200 8,200 1,700 2,700 1,800 2,800 1,500 2,400 EDGEWATER RD (SR 1732) (SR 1336) MONTEITH GAP RD RE V IS IO N S ( R E V IS IO N 4 ) , P A R C E L N O . 13 , B O B W H E A T L E Y , & P A R C E L N O . 17 , J E D A . H A L E Y , P R O P O S E D A E R IA L U T IL IT Y E A S E M E N T ( A U E ) W A S R E M O V E D R IG H T O F W A Y R E V IS IO N 0 4 / 0 7 / 2 0 1 4 ( R IS V IS IO N 2 ) , P A R C E L N O . 8 , C O N S O L ID A T E D P R O P E R T Y S E R V IC E , IN C , B A R R IC A D E W A S M O V E D T O P R O V ID E A C C E S S T O P R O P E R T Y ( R IS V IS IO N 1) , P A R C E L N O . 3 , K O K O P E L L I V IL L A G E , L L C , P E R M A N E N T U T IL IT Y E A S E M E N T ( P U E ) W A S C H A N G E T O T E M P O R A R Y U T IL IT Y E A S E M E N T ( T U E ) ( R E V IS IO N 3 ) , P A R C E L N O . 10 , L O J U A N & M A R IO N C O O P E R , P D E A D D E D T O E N D O F E X IS T IN G 18 " C M P T O B E R E T A IN E D , T C E A D D E D T O S O U T H S ID E O F S R 17 3 2 . ( R E V IS IO N 5 ) , P A R C E L N O . 2 5 , S T A T E O F N C , E X IS T . M A IN T A IN E D R / W A D D E D T O S R 17 3 2 F O R P R O P O S E D R / W & E A S E M E N T T IE S , P D E A D D E D T O E N D O F 3 0 " R C P # 0 4 1 9 , T C E A D D E D T O S O U T H S ID E O F S R 17 3 2 v v v v DI 1S F D C O N C CONC T A N K A/ G DE CK W D G R S BLK WALL GR CONC BST 48" BLK WALL 2SBKD C O N C 10 ’ GR DK T 2S BL K/FB US LT GR GR 1SBLKBUS BST CON C 1SBLKBUS LTMTL S DK DK BST GR GR DI DI LT 1SFAPT MTL GR C ON C 2SBLKAPT 3SF A P T G R B ST 2SF A PT 2SFA PT GR 2S B L K/ B K B US BST GR S L T BS T G R S S G R DK DK TIESRR 9’ GR 1SFD S T WALL108" BLK GAS TANKSCONC W/ UG CONC ISL STE PS WD STEPS W D T 9 ’ CONC B S T C O N C 7 2 " WD WD DK DK S IG PO LE BLK WALL48" - 108" ROCK W ALL 12 " - 120 " W / CA T V 6 PO LESIG 7 ABANDON 9 12 17 RALEIGH, N.C. 27609 1000 SAINT ALBANS DRIVE,SUITE 300 VERIZON BUSINESS TELEPHONE APEX, N.C. 27502 2451 SCHIEFFLIN RD. PUBLIC SERVICE CO. OF NORTH CAROLINA GAS (828) 586-5189 SYLVA, N.C. 28779 1246 W. MAIN ST. TUCKASEIGEE WATER & SEWER AUTHORITY WATER/SEWER G R C O N C G R 72" WD BL K W ALL GR G R W/ D K 120" BL K W ALL 800 G A L P R OP A N E T A N K S CONC LT CANOPYWD W/LT W/CATV DK W/ C A TV BST W/ LT C ON C CONCRETE DAM W/ BAS EM ENT 2 SF AP T DKTANK PROPA NE W/ CATV W/C AT V S W W/ C AT V BS T GR BST 2SF AP T W /BA S E M EN T 2 S B LKA P T C A N O P Y MT L 1SB K APT BLK WAL L 4 8"-10 8" W/ L T BST BST S WALL ROCK WALL ROCK 12" TERRA COTTA 18 " H D P E 18" CMP 18 " C M P 36 " CM P 36 " CM P 24" RCP 24 " C M P15" CMP2SBKD 1SBKBUS W/CATV W/CATV W/CATV G R 8 " D IP SR 1002 26’ BS T P W R BOX WEL L S MO NIT O RMET AL LI D BLK WALL60"-96" T T T 8" DIP 6" D IP 1" PLA STIC 12" DIP 12" DIP 12" DIP 12" DIP 4" PLA STIC 2 " P L AS T IC 4" STEEL 4 " S T E E L 12" DIP12" DIP 12" DIP 12 " DIP (RAW) 12" DIP (RAW) 6 " DI P CONC. WATER VAULT 12 " D IP (R A W ) 12 " D IP (R A W )12 " D IP 6 " D IP 2" PL A ST IC C A TV W/ FO R SEW ER M ET A L LID SS SS SS SS SS SS SS SS SS SS SS WEL L MON IT O R 18 " CM P 2 " P L A S T I C (828) 227-7226 CULLOWHEE, N.C. 28723 3476 OLD CULLOWHEE RD. FACILITIES MANAGEMENT WESTERN CAROLINA UNIVERSITY POWER 1-800-946-5388 SYLVA, N.C. 28779 106E MAIN ST. MEDIACOM CATV S R 17 3 3 CAS E Y ROA D AZTEC DRIVE SR 1336 M O N TEITH GA P R OAD 4" PLASTIC GR 18 ’ B S T HTR HTR HTR HTR S RESERVOIR 12 " CM P INV =2071 . 29 W PRO PAN E TANK 250 GA L MT L R/W MAINT AINE DR /W MAINT AINE D R / W MA INT A IN E DR / W MA INT AINED EX IS T ING R /W E X IS T ING R /W EXISTING R/W EXISTING R/W 8 " DIP DK T UCKA S E GE E R IVE R TUCKASEGEE RIVER S R 1 0 0 2 O L D C U L L O W H E E R D M AI N T AI N E D R/ W M AIN T AIN E D R/ W M AIN T AIN E D R/ W M AIN TAIN ED R/ W EXISTING R/W MAINTAINED R/W MAINTAINED R/W EXISTING R/W V A R IAB LE M A INT A INE D R /W MAINTAINED R/W MAINTAINED R/W MAI NT AI NE D R/ W MAI NT AI NE D R/ W M AI NT AI NE D R/ W EXI S TI NG R/ W BASEMENT 2SBKD W/ 2SFD S S 3SBKAPT SR 1335 1SF BUS FOUND OUTFLOW NOT DIRECTIONAL 15 " C MP WD36 "R /W M A INTA INED R/WMAINTAINED RO CK W A LL 12 "-4 8 " ( R A W) 1 2 " DI P ED G E WA TE R ROA D SR 1732 BUS/APT3SBK CATVW/ R/W EXISTING S T R E E T - U N I M P R O V E D P R I V A T E McGUIR E S T R E E T - UN IMP R OV E D P R IVATE R OA D - 20 ’ WID E - P .C. #2 - S L. #3 McG UIRE STREET - U NI MPR O VE D PRIV ATE R O A D - 20’ WIDE - P.C. #2 - SL. #3 HO R N E Y ST R EET - UN IMPR O V E D PR IVATE R OAD - 30’ W IDE - P.C . #2 - SL. #3 WALL BLK S ROCK 15 2 0 25 30 WCR WCR WCR WCR C C C F F F F F C F C F C C C F F C C C CF F C C C F F F C C C C C C F F F F F F F F F C C F C C F F F F C F 40.00’ +15.00 -L- TYPE TL -2 TYPE TL -2 TYPE TL-2 TYPE TL-2 TES TES GRAU 350 TL-2 350 TL-2GRAU ATTACHMENT PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: NCDOT Attn: Michael Turchy 1598 Mail Service Center Raleigh, NC 27699-1598 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Asheville Office D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: B-4159, the replacement of Bridge No. 108 over Tuckasegee River on SR 1002. State:NC County/parish/borough: Jackson City: Cullowhee (unincorporated) Center coordinates of site (lat/long in degree decimal format): Lat. 35.315776° N, Long. -83.177870° W . Name of nearest waterbody: Tuckasegee River Identify (estimate) amount of waters in the review area: Non-wetland waters: 500 linear feet: 125 width (ft) and/or acres. Cowardin Class: Stream Flow: moderate Wetlands: 0 acres. Cowardin Class: Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: Field Determination. Date(s): 1 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring “pre-construction notification” (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant’s acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there “may be” waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: 2 SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: NCDOT. Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: . Corps navigable waters’ study: . U.S. Geological Survey Hydrologic Atlas: . USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: USDA Natural Resources Conservation Service Soil Survey. Citation: . National wetlands inventory map(s). Cite name: . State/Local wetland inventory map(s): . FEMA/FIRM maps: . 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: Aerial (Name & Date): . or Other (Name & Date): . Previous determination(s). File no. and date of response letter: . Other information (please specify): . IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. _________________________ __________________________ Signature and date of Signature and date of Regulatory Project Manager person requesting preliminary JD (REQUIRED) (REQUIRED, unless obtaining the signature is impracticable) 3