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Home My WebLink About20150409 Ver 1_Application_20150427 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY 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: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 April 27, 2015 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Loretta Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 33 for the proposed replacement of Bridge No.172 over Little Tennessee River on SR 1456 in Macon County, Federal Aid Project No. BRZ-1456(6), WBS 33313.FD2, Division 14, TIP No. B-3868. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 172 over the Little Tennessee River on SR 1456 with a 305-foot three-span steel girder bridge approximately 30’ north of the existing bridge. Traffic will be maintained during construction on the existing bridge. Upon completion, the existing bridge will remain in place and ownership of it will be transferred to Macon County. There will be 102 linear feet (0.17 ac) of temporary stream impacts due to temporary causeways needed for the construction of the new interior bents. Please see enclosed copies of the Pre-Construction Notification (PCN), Biological Opinion (BO), stormwater management plan, permit drawings and design plans for the above- referenced project. The Categorical Exclusion (CE) was completed in May 2013 and distributed shortly thereafter. Additional copies are available upon request. 1 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: 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 172 over Little Tennessee River on SR 1456 2b. County: Macon 2c. Nearest municipality / town: Cowee 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-3868 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) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 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: 3 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: 35.272119 Longitude: - 83.440562 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 1.97 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Little Tennessee River 2b. Water Quality Classification of nearest receiving water: B 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: The land use within the vicinity of the project consists of about 87% forest land, 5% developed or disturbed lands (roadsides and residential areas), 5% cultivated land (agricultural fields and pastures), 2% open water and 1% scrub. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 400 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating of 20 of 100 and structural evaluation appraisal of 2 of 9) and fracture critical bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 280-foot five-span bridge with a 305-foot three-span steel girder bridge on a new alignment approximately 30' north of the existing bridge. Traffic will remain on the existing bridge during construction. Upon completion, the old bridge will remain in place and ownership of it will be transferred to Macon County. Standard road building equipment, such as trucks, dozers, and cranes will be used. 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: Only perennial streams, no prior JD needed 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: NCDOT 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. 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 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within construction limits 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 Causeway Little Tennessee River PER INT Corps DWQ 30 102 (0.09ac) Site 1 P T Temporary Causeway Little Tennessee River PER INT Corps DWQ 30 100 (0.08 ac) Site 1 P T PER INT Corps DWQ Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 0 Perm 102 Temp* (0.17 ac Temp) 3i. Comments: *Total impact length is 102’ due to causeways occupying the same reach of the Little Tennessee River Permanent impacts due to interior bents/piers in the water – 870 sq ft (0.02ac). 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 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 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 Excavated Flooded Filled Excav ated 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: This project is not located within a protected buffer area. 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. The proposed replacement bridge will have interior rents that line up with those of the old bridge to minimize channel disturbance. Rainfall that accumulates on the bridge will concentrate along the curbs and flow off the bridge into one of four inlets located past each corner of the bridge and pass through one of two drainage systems before entering the Little Tennessee River. See the attached Stormwater Management Plan for more details. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Traffic will be maintained on the existing bridge during construction. Design Standards in Sensitive Watershed as well as Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving stream due to erosion and runoff. A moratorium on in-water work will be in place from April 1 to July 15 to protect the reproduction of spotfin chub and Appalachian elktoe. In addition, NCDOT has committed to clearing the few trees within the area of disturbance during the recommended period of October 15-April 15 in order to avoid potential take of the northern long-eared bat. 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: No loss of waters of U.S. 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 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: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the102 linear feet (0.17 acre) of temporary stream impacts. None of these impacts require permanent fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 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. 8 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 not, explain why. Comments: If required from 1a, see attached buffer permit drawings. 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 N/A 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: Categorical Exclusion (CE) approved 5/29/13 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 (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 3 8 6 8 Co u n t y ( i e s ) : Ma c o n Page 1of 2 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su r r o u n d i n g L a n d U s e : Ru r a l , M o u n t a i n o u s 0. 2 2 20 3 5 / 5 0 0 1. 3 4 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t E x i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No n e No NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Cl a s s B Ot h e r S t r e a m C l a s s i f i c a t i o n : Ci t y / T o w n : NC D O T H y d r a u l i c s U n i t Ad d r e s s : Fr a n k l i n 91 9 - 7 0 7 - 6 7 5 5 Ma c o n ac. Ge n e r a l P r o j e c t N a r r a t i v e : Ab a n d o n t h e f u n c t i o n o f t h e e x i s t i n g s t r u c t u r e # 1 7 2 a n d r e p l a c e w i t h n e w s t r u c t u r e o n S R 1 4 6 5 o v e r L i t t l e T e n n e s s e e R i v e r , i n c l ud i n g d r a i n a g e , g r a d i n g an d p a v i n g . T h e n e w b r i d g e w i l l b e l o c a t e d j u s t d o w n s t r e a m o f t he e x i s t i n g b r i d g e . T h e e x i s t i n g br i d g e w i l l r e m a i n i n p l a c e a n d f u n c t i o n a s a b i k e / w a l k p a t h . Te m p o r a r y c a u s e w a y s w i l l b e r e q u i r e d t o c o n s t r u c t n e w i n t e r i o r b e n t s . Dr a i n a g e N a r r a t i v e Ra i n f a l l t h a t a c c u m u l a t e s o n t h e b r i d g e w i l l c o n c e n t r a t e a l o n g t he c u r b s a n d f l o w o f f t h e b r i d g e i n t o o n e o f f o u r i n l e t s l o c a t e d p a s t e a c h c o r n e r o f t h e b r i d g e . Ru n o f f w i l l p a s s t h r o u g h o n e o f t w o d r a i n a g e s y s t e m s , e x i t i n g o n t o a C l a s s B r i p r a p p a d b e f o r e e n t e r i n g o n t o o n e o f t w o d i t c he s . T h e r u n o f f w i l l f l o w al o n g t h e g r a s s o r r i p r a p l i n e d d i t c h e s p a s s i n g s o m e b a n k p r o t e c ti o n o f C l a s s I I r i p r a p e m b a n k m en t b e f o r e e n t e r i n g t h e L i t t l e T e n n e s s e e R i v e r . T h e g r a s s l i n e d d i t c h a l o n g th e N E s i d e o f S R 1 4 5 6 w i l l a l s o t r a n s p o r t s o m e o f N C 2 8 r a i n f a l l r u n o f f . Ra i n f a l l r u n o f f f r o m N C 2 8 w i l l c o n c e n t r a t e a l o n g t h e c o n c r e t e e x p r e s s w a y g u t t e r s a n d f l o w i n t o v a r i o u s i n l e t s . R u n o f f w i l l t r a ve l t h r o u g h t h e d r a i n a g e s y s t e m s , ex i t i n g o n t o C l a s s B r i p r a p p a d s . T h e r u n o f f w i l l t h e n s h e e t f l o w a d i s t a n c e o f 1 3 0 f e e t j u s t s o u t h o f N C 2 8 t o B r a d l e y C r e e k w h i c h t h e n f e e d s i n t o t h e L i t t l e T e n n e s s e e R i v e r . Sa l t b r i n i n g o n t h e b r i d g e Th e a m o u n t o f s a l t a p p l i e d t o t h e b r i d g e p e r a n e x t e n d e d e v e n t w ou l d c r e a t e a c h l o r i d e c o n c e n t r a t i o n o f 8 0 m g / L f l o w i n g f r o m t h e b r i d g e w h i c h i s l e s s t h a n t h e NC a n d E P A c h l o r i d e t h r e s h o l d o f 2 3 0 m g / L f o r f r e s h w a t e r a q u a t i c l i f e . A s p e r B r i a n B u r c h : T h i s r o u t e i s t h i r d o n t h e l i s t o f p ri o r i t i e s f o r s n o w a n d i c e r e m o v a l a n d NC D O T ’ s S n o w a n d I c e P o l i c y d o e s n o t r e q u i r e d e i c i n g m e a s u r e s t o b e a p p l i e d o n t h i s r o u t e . D u r i n g a n e x t e n d e d e v e n t ( 3 d a y s ) , h e expects that the bridge would be t r e a t e d w i t h a s a l t / c h a t m i x t u r e . F o r t h e r o u t i n e 2 4 h o u r e v en t , t h i s b r i d g e w i l l n o t l i k e l y b e t r e a t e d a t a l l . 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No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Wi l l i a m S . Z e r m a n , P E Br i d g e R e p l a c e m e n t Ra l e i g h , N C 2 7 6 9 9 Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 12/3/2014 15 9 0 M a i l S e r v i c e C e n t e r Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : B- 3 8 6 8 Co n t r a c t o r / D e s i g n e r : bz e r m a n @ n c d o t . g o v Li t t l e T e n n e s s e e 2- ( 2 6 . 5 ) Tw o 1 0 - f o o t l a n e s w i t h 6 - f o o t p a v e d s ho u l d e r s t r a n s i t i o n i n g t o v a r i a b l e s i d e s l o p e s . N/ A NC D W Q S t r e a m I n d e x N o . : Su p p l e m e n t a l : Pr i m a r y : Li t t l e T e n n e s s e e R i v e r (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 3 8 6 8 Co u n t y ( i e s ) : Ma c o n Page 2of 2 Sh e e t No . St a t i o n (F r o m / T o ) Fe a t u r e Im p a c t e d Wa t e r / W e t l a n d / Bu f f e r T y p e Re c e i v i n g S u r f a c e Wa t e r N a m e NR T R M a p ID NC D W Q S t r e a m In d e x NC D W Q S u r f a c e Wa t e r C l a s s i f i c a t i o n 30 3 ( d ) Im p a i r m e n t s Ty p e o f Im p a c t Existing SCM 18 + 3 5 S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S E q u a l i z e r P i p e s t o b e n o t e d a s a m i n i m i z a t i o n o f i m p a c t s . Re f e r e n c e s Pr o j e c t / T I P N o . : * L i s t a l l s t r e a m a n d s u r f a c e w a t e r i m p a c t l o c a t i o n s r e g a r d l e s s o f j u r i s d i c t i o n o r s i z e . Pr o j e c t E n v i r o n m e n t a l S u m m a r y St r e a m 2 - ( 2 6 . 5 ) F i l l No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m Proposed SCM Rip Rap at EmbankmentN/A De s c r i p t i o n o f M i n i m i z a t i o n o f I m p a c t s o r M i t i g a t i o n A l l p r o p o s e d S C M s l i s t e d m u s t a l s o b e l i s t e d u n d e r S w a l e s , P r e f or m e d S o u r H o l e s a n d o t h e r E n e r g y D i s s i p a t o r s , o r O t h e r S t o r m wa t e r C o n t r o l M e a s u r e s . 4 P e r e n n i a l No n e Su r f a c e W a t e r I m p a c t s Li t t l e T e n n e s s e e R i v e r B DTV ======%%MPH ADTADT% * M A C O N C O U N T Y 2550100502550100505102010DHVFUNC CLASS = LOCAL VICINITY MAP 4 LITTLE TENNESSEE RIVER - Y 1 - P O T S t a . 1 0 + 0 0 . 0 0 B E G I N C O N S T R U C T I O N - Y 1 - P O T S t a . 2 1 + 7 5 . 3 1 E N D C O N S T R U C T I O N - D R W 1 - P O T S t a . 1 2 + 1 5 . 0 0 E N D C O N S T R U C T I O N - L - S t a . 1 6 + 8 1 . 0 5 B E G I N B R I D G E - L - S t a . 1 9 + 8 6 . 0 5 E N D B R I D G E -Y- POT Sta. 11+ 5 5 . 0 0 END CONSTRUC T I O N N C 2 8 B R Y S ON C IT Y R OA D - D R W 2 - P O T S t a . 1 2 + 9 2 . 0 5 E N D C O N S T R U C T I O N - Y 1 - P O C S t a . 1 5 + 9 6 . 4 9 - L - P O T S t a . 2 2 + 4 8 . 2 2 = E N D T I P P R O J E C T B - 3 8 6 8 T O B R Y S ON C IT Y TO FRANKLIN HP McCOY ROAD SR 1373 T O IO T L A S T A T E O F N O R T H C A R O L I N A CO N V E N T I O N A L P L A N S H E E T S Y M B O L S PLOT SIZE FU L L = 1 2 0 H A L F = 2 4 0 TO ROBINS ROAD 0PROFILE (HORIZONTAL) 3 3 3 1 3 . 1 . 1 P . E . R / W , U T I L I T Y C O N S T R U C T I O N B R Z - 1 4 5 6 ( 6 ) 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 SH E E T S N . C . SH 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 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 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 SCALESPLANSPROFILE (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 I T T L E T E N N E S S E E R I V E R O N S R 1 4 5 6 . L O C A T I O N : R E P L A C E M E N T O F B R I D G E N o . 1 7 2 O V E R T Y P E O F W O R K : G R A D I N G , D R A I N A G E , P A V I N G , A N D S T R U C T U R E . 09/08/99 B - 3 8 6 8 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 00 See Sheet 1-A For Index of Sheets 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 CONTRACT:TIP PROJECT:B-3868 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA 33050020351065DUAL 6%* TTST =1%7 201325SUBREGIONAL TIER 3 3 3 1 3 . 2 . F D 2 B R Z - 1 4 5 6 ( 6 ) 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 N O V E M B E R 2 6 , 2 0 1 3 -L- POT Sta. 11+00.00 BEGIN TIP PROJECT B-3868 B R AD LE Y C R E E K - L - -Y 1 - -Y- N C 2 8 B R YS ON C IT Y R OA D K E V I N E . M O O R E , P E S T E V E N D . K E N D A L L , P E N O V E M B E R 1 7 , 2 0 1 5 T H E C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O 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 . See Sheet 1-B For Conventional SymbolsSee Sheet 1-C For Survey Control Sheet R OS E C R E E K R OAD S R 14 5 6 L E N G T H R O A D W A Y T . I . P . P R O J E C T B - 3 8 6 8 = 0 . 1 5 9 M I L E N G T H S T R U C T U R E T . I . P . P R O J E C T B - 3 8 6 8 = 0 . 0 5 8 M I T H I S P R O J E C T I S N O T W I T H I N A N Y M U N I C I P A L B O U N D A R Y . T O T A L L E N G T H O F T . I . P . P R O J E C T B - 3 8 6 8 = 0 . 2 1 7 M I R:\Hydraulics\PERM ITS_Environm ental\Drawings\B-3868_Hyd_tsh.dgnbmradakovic12/10/2014 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 S H E E T 1 O F 7 P E R M I T D R A W I N G { { BRIDG E FOO T EL E V A T I O N U N K N O W N 5 S T E E L I - B E A M S O N S R 1 4 5 6 R O S E C R E E K R O A D B R I D G E N O . 1 7 2 O V E R L I T T L E T E N N E S S E E R I V E R T I M B E R D E C K W I T H A S P H A L T O V E R L A Y B 3 8 6 8 8 . 2 9 7 0 7 0 1 BR I D G E D E S C R I P T I O N LITTLE TENNESSEE RIVER LITTLE TENNESSEE RIVER BRAD LE Y CRE EK 13581357135613551373145614561374LITTLETENNESSEERIVERB-3868 PROJECT TIP (28(28 (28 NAD 8 3 3731-RS6 5 4 1 - R S 6 5 41 - R S 2 0 0 1 1 5 3 0 0 2 1 5 3 0 0 2 1 5 2 0 0 1 1 5 2 9 0 0 1 9 8 5 3 0 0 0 1 9 8 5 3 0 0 2 1 5 2 0 0 1 1 5 N C 2 8 A D T Y R 2 0 3 5 A D T Y R 2 0 1 3 5 0 0 3 3 0 REVISIONS 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 R / W S H E E T N O . 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 . 4 B - 3 8 6 8 $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99 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 I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N NAD 8 3 - L - , - Y - , - Y 1 - P R O F I L E S . S E E S H E E T N o . 5 F O R D R A I N A G E D E T A I L S . S E E S H E E T N o . 2 - C F O R B R I D G E S T R U C T U R E P L A N S . S E E S H T . N o . S - 1 t o S - F O R T O P A V E M E N T R E L A T I O N S H I P . S E E S H T . N o . 2 - C F O R B R I D G E - D R W 1 - & - D R W 2 - P R O F I L E S . S E E S H E E T N o . 6 F O R - Y - , P A V E M E N T R E M O V A L B R I D G E S E E D E T A I L S H E E T 2 - D . P R O P O S E D B O L L A R D S A T E X I S T I N G S E E D E T A I L S H E E T 2 - E . W I T H B I C Y C L E S A F E R A I L S E X I S T I N G B R I D G E T O B E R E T R O F I T T E D AND ADDING PARCEL NO. 9THESE REVISIONS BRIEFLY CONSIST OF MODIFYING ROW AND TCE OF PARCELS 5 & 7 MARKERS LOCATIONS 4. 3. CHANGING THE SUPER ELEVATION ON THE BRIDGE TO NORMAL CROWN. 2. CHANGING CROSS-SECTIONS ALONG -L- AFFECTED BY THE PROFILE CHANGE.1. CHANGING THE PROFILE ALONG -L- Sta. 11+06 to Sta. 12+58 AND ON THE PROPOSED BRIDGE AT -L- Sta. 16+70 to Sta. 19+65.JHP 4-15-143. NAME AND DEED BOOK/PAGE NUMBER ADDED TO PARCEL 82. PARCEL 2 HAS BEEN ELIMINATED1. RIGHT OF WAY LABELS UPDATED TO MATCH STAKING PLANSTHESE REVISIONS BRIEFLY CONSIST OF:1. ELIMINATED CLAIM ON PARCEL No. 9.R/W REVISION 6-2-2014 TRM:R:\Hydraulics\PERMITS_Environmental\Drawings\B-3868_Hyd_Permit Impact.dgn bmradakovic 12/11/2014 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N GRAP H I C S C A L E 0 ' 5 0 ' 1 0 0 ' 1 5 0 ' 50' T E M P O R A R Y W O R K P A D G O T O M O D E L S H E E T 2 O F 7 P E R M I T D R A W I N G 18" CMP TO REM AIN IN PLAC E EXIS TIN G BR ID G E 2GI R E T A I N 2 G I 2 G I 2 G I 2 G I 2GI 2GIRETAIN18"15"15" 15" 15 " 18 " 24 " 18 " 15 " C SP 15" R E M O V E RETAINDO NOT USE RCP D O N O T U S E R C P 15" 15"15" 2 G I B D O 2 G I 2 G I DI S E E X S C G R A D E T O D R A I N - Y 1 - S T A 1 5 + 1 5 t o S T A 1 7 + 4 0 L T . S t d . N o . 2 4 0 . 0 1 B E R M D I T C H S E E X S C D R A I N G R A D E T O F O R R I P - R A P S E E S T R U C T U R E P L A N S R I P - R A P P L A N S F O R S E E S T R U C T U R E W/ 10 SY GEOTEXTILE 3 TONS CL 'B' RIP-RAP W/ 7 SY GEOTEXTILE 2 TONS CL 'B' RIP-RAP W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P W / 1 1 S Y G E O T E X T I L E 3 T O N S C L ' B ' R I P - R A P CL B RIP RAP S E E D E T A I L ' C ' W / 6 4 S Y G E O T E X T I L E 5 1 T O N S C L I R I P - R A P S T A N D A R D ' V ' D I T C H S E E D E T A I L ' B ' D D E = 4 6 C Y . L A T E R A L ' V ' D I T C H SEE DETAIL 'A'W/ 504 SY GEOTEXTILE 192 TONS CL 'B' RIP-RAP DDE = 162 CY.LAT. 'V' DITCHSEE D E T A I L ' D ' w/ 47 S Y . G E O T E X T I L E 50 TO N S C L I I R I P R A P RIP-R A P E M B A N K M E N T S E E D E T A I L ' D ' w / 2 2 S Y . G E O T E X T I L E 2 5 T O N S C L I I R I P R A P R I P - R A P E M B A N K M E N T S E E D E T A I L ' E ' W / 1 8 7 S Y G E O T E X T I L E 5 0 T O N S C L ' B ' R I P - R A P C U T D I T C H S T R E A M , E N D S A T N O R M A L W A T E R S U R F A C E R I P R A P D O E S N O T E X T E N D I N T O N O R M A L W A T E R S U R F A C E I N T O S T R E A M , E N D S A T R I P R A P D O E S N O T E X T E N D D E T A I L D R I P R A P A T E M B A N K M E N T G r a d e D i t c h 2 ' G E O T E X T I L E 1 0 ' m i n . 1 . 0 ' m i n . G e o t e x t i l e = 2 2 s y T y p e o f L i n e r = 2 5 T O N S , C L I I R i p - R a p - L - S T A . 1 9 + 2 0 L T . G e o t e x t i l e = 4 7 s y T y p e o f L i n e r = 5 0 T O N S , C L I I R i p - R a p - L - S T A . 1 7 + 2 0 R T . ( N o t t o S c a l e ) W A T E R S U R F A C E A T N O R M A L E N D R I P R A P N W S - D R W 1 - P C S t a . 1 0 + 1 3 . 9 1 - Y 1 - P C S t a . 1 3 + 4 2 . 7 3 GRAU 350 - Y 1 - S t a . 1 5 + 9 6 . 4 9 - L - S t a . 2 2 + 4 8 . 2 2 E N D T I P P R O J E C T B - 3 8 6 8 G RAU 3 5 0 AT-1 - Y 1 - P O T S t a . 1 0 + 0 0 . 0 0 B E G I N C O N S T R U C T I O N A T- 1 G RA U 35 0 G RAU 350 15+00 20+00 15 + 0 0 2 0 + 00 -L- POT Sta. 11+00.00 BEGIN TIP PROJECT B-3868 - D R W 1 - S t a . 1 0 + 0 0 . 0 0 - D R W 1 - P O T S t a . 1 2 + 1 5 - D R W 1 - P T S t a . 1 1 + 0 2 . 5 8 - Y 1 - P T S t a . 1 8 + 8 0 . 7 3 - Y 1 - P C S t a . 1 9 + 9 6 . 0 4 - D R W 2 - P T S t a . 1 0 + 3 7 . 2 9 - D R W 2 - P T S t a . 1 1 + 9 8 . 6 8 - D R W 2 - P C S t a . 1 1 + 7 7 . 5 9 - Y 1 - P T S t a . 2 1 + 7 5 . 3 1 - D R W 2 - S t a . 1 2 + 9 2 . 0 5 - D R W 2 - P C S t a . 1 0 + 1 1 . 4 0 - Y 1 - P T S t a . 2 1 + 6 9 . 4 4 - D R W 2 - P 0 T S t a . 1 0 + 0 0 - Y 1 - P O C S t a . 2 0 + 6 0 . 4 7 - L - P O T S t a . 2 1 + 5 0 . 0 0 -L- PT Sta. 15+82.30-Y- PT Sta. 12+78.61-Y- PT Sta. 13+05.81-L- POC Sta. 14+71.46-L- PC Sta. 13+57.01 -Y- PC Sta. 11+66.29 - Y 1- - L- -L--Y- INV = 19 4 0 .0 3 ' IN V = 19 4 3 .6 3 ' INV =1934.02 ' INV =1935.50' 15" C MP 15" HDPE BST BST GR GR G ABA ND 1SFD 1SFBLKBUS 5'+/- BLK WA LL H D P E 15 " HEAD SP RING CO TTA TERRA15"G R G R G R WA LL 2' BLK GR GR 1 2 Y Y YYYYYYYY Y Y XX X X X X X X X X X X X XXX X X XX XX X X XX X X XXXX XXXXX Y XYYYYXXX X X XXXXXX X XXXXXXXXXXXXXXX { { WSS S S TANK SEPTICoo a I rS.R. 1456 ROSE CREEK ROAD 20' BST 10' GRAVEL GRAVEL 10' BST 12' BST 8 ' S OIL 2 0 ' B S T N C 28 B R YS ON CIT Y R OA D 10' SOIL TO IOTLA S.R. 1456 ROSE CREEK ROAD 20' BST N C 28 B R Y S ON C IT Y R O A D 20 ' B S T 19 4 1 .6 2 ' EL E V = WO OD S WOODS WOODSFF F F F F 15" CMP 15" CMP 15" CMP 24 " CM P BR IDG E FOO T E L E V A T I O N U N K N O W N 5 S T E E L I - B E A M S O N S R 1 4 5 6 R O S E C R E E K R O A D B R I D G E N O . 1 7 2 O V E R L I T T L E T E N N E S S E E R I V E R T I M B E R D E C K W I T H A S P H A L T O V E R L A Y B 3 8 6 8 8 . 2 9 7 0 7 0 1 B R I D G E D E S C R I P T I O N LITTLE TENNESSEE RIVER B R AD LE Y CR E E K G R 12" CMP GR GATE MTLGATEMTL GA T E MT L MT L M T L M T L M T L 1 5 " C M P 3 6" W W & 2 S B W DIRECTION AL 24" C M P W O O D S FFFF FFFFFFFFFFFFFFFFFFFFFF F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F F F F C 3731-RS6 5 4 1 - R S 6 5 41 - R S 2 0 0 1 1 5 3 0 0 2 1 5 3 0 0 2 1 5 2 0 0 1 1 5 2 9 0 0 1 9 8 5 3 0 0 0 1 9 8 5 3 0 0 2 1 5 2 0 0 1 1 5 N C 2 8 A D T Y R 2 0 3 5 A D T Y R 2 0 1 3 5 0 0 3 3 0 REVISIONS 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 R / W S H E E T N O . 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 . 4 B - 3 8 6 8 $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99 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 I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N NAD 8 3 - L - , - Y - , - Y 1 - P R O F I L E S . S E E S H E E T N o . 5 F O R D R A I N A G E D E T A I L S . S E E S H E E T N o . 2 - C F O R B R I D G E S T R U C T U R E P L A N S . S E E S H T . N o . S - 1 t o S - F O R T O P A V E M E N T R E L A T I O N S H I P . S E E S H T . N o . 2 - C F O R B R I D G E - D R W 1 - & - D R W 2 - P R O F I L E S . S E E S H E E T N o . 6 F O R - Y - , P A V E M E N T R E M O V A L B R I D G E S E E D E T A I L S H E E T 2 - D . P R O P O S E D B O L L A R D S A T E X I S T I N G S E E D E T A I L S H E E T 2 - E . W I T H B I C Y C L E S A F E R A I L S E X I S T I N G B R I D G E T O B E R E T R O F I T T E D AND ADDING PARCEL NO. 9THESE REVISIONS BRIEFLY CONSIST OF MODIFYING ROW AND TCE OF PARCELS 5 & 7 MARKERS LOCATIONS 4. 3. CHANGING THE SUPER ELEVATION ON THE BRIDGE TO NORMAL CROWN. 2. CHANGING CROSS-SECTIONS ALONG -L- AFFECTED BY THE PROFILE CHANGE.1. CHANGING THE PROFILE ALONG -L- Sta. 11+06 to Sta. 12+58 AND ON THE PROPOSED BRIDGE AT -L- Sta. 16+70 to Sta. 19+65.JHP 4-15-143. NAME AND DEED BOOK/PAGE NUMBER ADDED TO PARCEL 82. PARCEL 2 HAS BEEN ELIMINATED1. RIGHT OF WAY LABELS UPDATED TO MATCH STAKING PLANSTHESE REVISIONS BRIEFLY CONSIST OF:1. ELIMINATED CLAIM ON PARCEL No. 9.R/W REVISION 6-2-2014 TRM:R:\Hydraulics\PERMITS_Environmental\Drawings\B-3868_Hyd_Permit Impact.dgn bmradakovic 12/11/2014 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N GRAP H I C S C A L E 0 ' 5 0 ' 1 0 0 ' 1 5 0 ' 50' T E M P O R A R Y W O R K P A D G O T O M O D E L S H E E T 3 O F 7 P E R M I T D R A W I N G 18" CMP TO REM AIN IN PLAC E EXIS TIN G BR ID G E 2GI R E T A I N 2 G I 2 G I 2 G I 2 G I 2GI 2GIRETAIN18"15"15" 15" 15 " 18 " 24 " 18 " 15 " C SP 15" R E M O V E RETAINDO NOT USE RCP D O N O T U S E R C P 15" 15"15" 2 G I B D O 2 G I 2 G I DI S E E X S C G R A D E T O D R A I N - Y 1 - S T A 1 5 + 1 5 t o S T A 1 7 + 4 0 L T . S t d . N o . 2 4 0 . 0 1 B E R M D I T C H S E E X S C D R A I N G R A D E T O F O R R I P - R A P S E E S T R U C T U R E P L A N S R I P - R A P P L A N S F O R S E E S T R U C T U R E W/ 10 SY GEOTEXTILE 3 TONS CL 'B' RIP-RAP W/ 7 SY GEOTEXTILE 2 TONS CL 'B' RIP-RAP W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P W / 1 1 S Y G E O T E X T I L E 3 T O N S C L ' B ' R I P - R A P CL B RIP RAP S E E D E T A I L ' C ' W / 6 4 S Y G E O T E X T I L E 5 1 T O N S C L I R I P - R A P S T A N D A R D ' V ' D I T C H S E E D E T A I L ' B ' D D E = 4 6 C Y . L A T E R A L ' V ' D I T C H SEE DETAIL 'A'W/ 504 SY GEOTEXTILE 192 TONS CL 'B' RIP-RAP DDE = 162 CY.LAT. 'V' DITCHSEE D E T A I L ' D ' w/ 47 S Y . G E O T E X T I L E 50 TO N S C L I I R I P R A P RIP-R A P E M B A N K M E N T S E E D E T A I L ' D ' w / 2 2 S Y . G E O T E X T I L E 2 5 T O N S C L I I R I P R A P R I P - R A P E M B A N K M E N T S E E D E T A I L ' E ' W / 1 8 7 S Y G E O T E X T I L E 5 0 T O N S C L ' B ' R I P - R A P C U T D I T C H S T R E A M , E N D S A T N O R M A L W A T E R S U R F A C E R I P R A P D O E S N O T E X T E N D I N T O N O R M A L W A T E R S U R F A C E I N T O S T R E A M , E N D S A T R I P R A P D O E S N O T E X T E N D D E T A I L D R I P R A P A T E M B A N K M E N T G r a d e D i t c h 2 ' G E O T E X T I L E 1 0 ' m i n . 1 . 0 ' m i n . G e o t e x t i l e = 2 2 s y T y p e o f L i n e r = 2 5 T O N S , C L I I R i p - R a p - L - S T A . 1 9 + 2 0 L T . G e o t e x t i l e = 4 7 s y T y p e o f L i n e r = 5 0 T O N S , C L I I R i p - R a p - L - S T A . 1 7 + 2 0 R T . ( N o t t o S c a l e ) W A T E R S U R F A C E A T N O R M A L E N D R I P R A P N W S - D R W 1 - P C S t a . 1 0 + 1 3 . 9 1 - Y 1 - P C S t a . 1 3 + 4 2 . 7 3 GRAU 350 - Y 1 - S t a . 1 5 + 9 6 . 4 9 - L - S t a . 2 2 + 4 8 . 2 2 E N D T I P P R O J E C T B - 3 8 6 8 G RAU 3 5 0 AT-1 - Y 1 - P O T S t a . 1 0 + 0 0 . 0 0 B E G I N C O N S T R U C T I O N A T- 1 G RA U 35 0 G RAU 350 15+00 20+00 15 + 0 0 2 0 + 00 -L- POT Sta. 11+00.00 BEGIN TIP PROJECT B-3868 - D R W 1 - S t a . 1 0 + 0 0 . 0 0 - D R W 1 - P O T S t a . 1 2 + 1 5 - D R W 1 - P T S t a . 1 1 + 0 2 . 5 8 - Y 1 - P T S t a . 1 8 + 8 0 . 7 3 - Y 1 - P C S t a . 1 9 + 9 6 . 0 4 - D R W 2 - P T S t a . 1 0 + 3 7 . 2 9 - D R W 2 - P T S t a . 1 1 + 9 8 . 6 8 - D R W 2 - P C S t a . 1 1 + 7 7 . 5 9 - Y 1 - P T S t a . 2 1 + 7 5 . 3 1 - D R W 2 - S t a . 1 2 + 9 2 . 0 5 - D R W 2 - P C S t a . 1 0 + 1 1 . 4 0 - Y 1 - P T S t a . 2 1 + 6 9 . 4 4 - D R W 2 - P 0 T S t a . 1 0 + 0 0 - Y 1 - P O C S t a . 2 0 + 6 0 . 4 7 - L - P O T S t a . 2 1 + 5 0 . 0 0 -L- PT Sta. 15+82.30-Y- PT Sta. 12+78.61-Y- PT Sta. 13+05.81-L- POC Sta. 14+71.46-L- PC Sta. 13+57.01 -Y- PC Sta. 11+66.29 - Y 1- - L- -L--Y- INV = 19 4 0 .0 3 ' IN V = 19 4 3 .6 3 ' INV =1934.02 ' INV =1935.50' 15" C MP 15" HDPE BST BST GR GR G ABA ND 1SFD 1SFBLKBUS 5'+/- BLK WA LL H D P E 15 " HEAD SP RING CO TTA TERRA15"G R G R G R WA LL 2' BLK GR GR 1 2 Y Y YYYYYYYY Y Y XX X X X X X X X X X X X XXX X X XX XX X X XX X X XXXX XXXXX Y XYYYYXXX X X XXXXXX X XXXXXXXXXXXXXXX { { WSS S S TANK SEPTICoo a I rS.R. 1456 ROSE CREEK ROAD 20' BST 10' GRAVEL GRAVEL 10' BST 12' BST 8 ' S OIL 2 0 ' B S T N C 28 B R YS ON CIT Y R OA D 10' SOIL TO IOTLA S.R. 1456 ROSE CREEK ROAD 20' BST N C 28 B R Y S ON C IT Y R O A D 20 ' B S T 19 4 1 .6 2 ' EL E V = WO OD S WOODS WOODSFF F F F F 15" CMP 15" CMP 15" CMP 24 " CM P BR IDG E FOO T E L E V A T I O N U N K N O W N 5 S T E E L I - B E A M S O N S R 1 4 5 6 R O S E C R E E K R O A D B R I D G E N O . 1 7 2 O V E R L I T T L E T E N N E S S E E R I V E R T I M B E R D E C K W I T H A S P H A L T O V E R L A Y B 3 8 6 8 8 . 2 9 7 0 7 0 1 B R I D G E D E S C R I P T I O N LITTLE TENNESSEE RIVER B R AD LE Y CR E E K G R 12" CMP GR GATE MTLGATEMTL GA T E MT L MT L M T L M T L M T L 1 5 " C M P 3 6" W W & 2 S B W DIRECTION AL 24" C M P W O O D S 1920 1920 1920 19 2 0 1920 19 20 1920 1920 1920 1920 1920 1920 192 0 1920 1920 19 2 0 19 2 0 1920 1922 1922 192 2 1922 1922 1922 1922 192 2 1922 1922 19241924 1924 19241924 19241924 1924 19 24 1924 1924 192 4 19261926 1926 19261926 19261926 1926 19 2 6 192 6 19 26 19 2 6 19 26 1926 1928 1928 192819281928 19281928 1928 1928 1928 19 2 8 1928 19 2 8 192 8 1928 1928 192 8 1928 1928 19301930193019301930 19301930 193019301930193019301930193019301930193019301930 19301930193019301930 193 0 19 3 0 1930 1930 19 3 0 19 30 1930 1930 19 3 0 19 3 0 19 3 0 19 3 0 1930 19 3 0 19301930 19301930 1 9 3 0 1930 1930 19 30 1930 1930 1930 1930 1930 1930 1930 1930193019301930 193219321932193219321932193219321932 1932 193 2 1932 1932 19 3 2 1932 19 3 2 19 3 2 1 9 3 2 1932 1932 19 3 2 1932 193419341934193419341934 1 9 3 4 19 34 1934 1934 1934 1934 19 3 4 193419 34 1934 1934 1934 193619361936193619361936 19 3 6 1936 19 36 19 3 6 1 9 3 6 19 3 6 193 6 19 36 1936 1936 193819381938193819381938 19 3 8 1938 19 3 8 1938 1938 1938 19 3 8 193 8 19 3 8 19401940194019401940194019401940194019401940 1940 19 40 1940 194 0 1940 19 40 19 4 0 19 4 0 19 4 0 194 0 194 0 1940 1940 194 0 19 40 1940 19401940 194219421942194219421942 194 2 1942 194 2 19 4 2 1942 1942 194 2 19441944194419441944 19 44 194 4 194 4 19 44 1944 19 4 4 1944 194 4 19461946194619461946 194 6 1946 194 6194 6 1946 194 6 1946 194619481948194819481948 194 8 1948 19 48 19 4 8 1948 1948 1950 1950 1950 1950 1950 1950 19501950 1950 1950 1950 1950 1950 1950 19 50 1950 1950 1950 195 0 1952 1952 1952 1952 1952 1952 19521952 1952 1954 1954 1954 1954 195 4 1954 19 54 1956 1956 1956 1956 1956 1956 1956 195819581958 1958 19 5 8 1958 19 5 8 1960 19601960196019601960 1960 196 0 196 0 1960 19601960 1960 196 0 196219621962 19 62 1962 1962 19 6 2 196419641964 1964 196 4 19 64 1964 196619661966 1966 1966 19661966 196819681968 196 8 1 9 6 8 1970 1970 1970 19 70 197 0 197 0 1970 1972 197 2 1972 1974 1 97 4 1974 1976 197 6 1978 19 7 8 198 0 1980 1980 1980 19821982 198 2 19841986198 819901992 1994 FFFF FFFFFFFFFFFFFFFFFFFFFF F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F F F F C REVISIONS 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 R / W S H E E T N O . 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 . 8/17/99 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 I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N NA D 8 3 3731-RS6 5 4 1 - R S 6 5 41 - R S 2 0 0 1 1 5 3 0 0 2 1 5 3 0 0 2 1 5 2 0 0 1 1 5 2 9 0 0 1 9 8 5 3 0 0 0 1 9 8 5 3 0 0 2 1 5 2 0 0 1 1 5 N C 2 8 A D T Y R 2 0 3 5 A D T Y R 2 0 1 3 5 0 0 3 3 0 B - 3 8 6 8 - L - , - Y - , - Y 1 - P R O F I L E S . S E E S H E E T N o . 5 F O R D R A I N A G E D E T A I L S . S E E S H E E T N o . 2 - C F O R B R I D G E S T R U C T U R E P L A N S . S E E S H T . N o . S - 1 t o S - F O R T O P A V E M E N T R E L A T I O N S H I P . S E E S H T . N o . 2 - C F O R B R I D G E - D R W 1 - & - D R W 2 - P R O F I L E S . S E E S H E E T N o . 6 F O R - Y - , P A V E M E N T R E M O V A L B R I D G E S E E D E T A I L S H E E T 2 - D . P R O P O S E D B O L L A R D S A T E X I S T I N G S E E D E T A I L S H E E T 2 - E . W I T H B I C Y C L E S A F E R A I L S E X I S T I N G B R I D G E T O B E R E T R O F I T T E D R:\Hydraulics\PERMITS_Environmental\Drawings\B-3868_Hyd_Permit Impact_enlarge.d g n bmradakovic 12/11/2014 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N G R A P H I C S C A L E 0 ' 5 0 ' 1 0 0 ' 1 5 0 ' 5 0 ' 4 G O T O M O D E L S H E E T 4 O F 7 P E R M I T D R A W I N G DETAIL DRIP RAP AT EMBANKMENTGradeDitch2'GEOTEXTILE 10'min.1.0'min. Geotextile= 22 syType of Liner= 25 TONS,CL II Rip-Rap -L- STA. 19+20 LT. Geotextile= 47 syType of Liner= 50 TONS,CL II Rip-Rap -L- STA. 17+20 RT.( Not to Scale)WATER SURFACE AT NORMAL END RIP RAP NWSSEE DETAIL 'D'w/ 47 SY. GEOTEXTILE 50 TONS CL II RIPRAP RIP-RAP EMBANKMENT T E M P O R A R Y W O R K P A D TO REMAIN IN P LA C E EXISTING BRIDGE 2GI 2GI15" 15" 15 " DO NOT USE RCP D O N O T U S E R C P 15" 2 G I 2 G I S E E X S C D R A I N G R A D E T O F O R R I P - R A P SE E S T R U C T U R E P L A N S R I P - R A P P L A N S F O R S E E S T R U C T U R E W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P S E E D E T A I L ' B ' D D E = 4 6 C Y . L A T E R A L ' V ' D I T C H SEE DETAIL 'D'w/ 47 SY. GEOTEXTILE 50 TONS CL II RIPRAP RIP-RAP EMBANKMENT S E E D E T A I L ' D ' w / 2 2 S Y . G E O T E X T I L E 2 5 T O N S C L I I R I P R A P R I P - R A P E M B A N K M E N T STREAM, EN D S A T N O R M A L W A T E R S U R F A C E RIP RAP DO E S N O T E X T E N D I N T O N O R M A L W A T E R S U R F A C E I N T O S T R E A M , E N D S A T R I P R A P D O E S N O T E X T E N D - D R W 1 - P C S t a . 1 0 + 1 3 . 9 1 - Y 1 - P C S t a . 1 3 + 4 2 . 7 3 G RA U 3 5 0 A T- 1 20+00 - D R W 1 - S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 2 1 + 5 0 . 0 0 -L-Y XXX X X X XXX X X XX XX X X XXXX S S S S.R. 1456 ROSE CREEK ROAD 8 ' S OIL 19 4 1 .6 2 ' E L E V = WOODSF F F F F BRIDGE FOOT G A T E M T L M T L M T L W A TE R IM P A C TS TE M P O RA RY S U RF A C E 19 + 00 FF F F F F F F F F F F F F C C C C F F F F F F F REVISIONS 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 R / W S H E E T N O . 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 . 8/17/99 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 I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N NA D 8 3 3731-RS6 5 4 1 - R S 6 5 41 - R S 2 0 0 1 1 5 3 0 0 2 1 5 3 0 0 2 1 5 2 0 0 1 1 5 2 9 0 0 1 9 8 5 3 0 0 0 1 9 8 5 3 0 0 2 1 5 2 0 0 1 1 5 N C 2 8 A D T Y R 2 0 3 5 A D T Y R 2 0 1 3 5 0 0 3 3 0 B - 3 8 6 8 - L - , - Y - , - Y 1 - P R O F I L E S . S E E S H E E T N o . 5 F O R D R A I N A G E D E T A I L S . S E E S H E E T N o . 2 - C F O R B R I D G E S T R U C T U R E P L A N S . S E E S H T . N o . S - 1 t o S - F O R T O P A V E M E N T R E L A T I O N S H I P . S E E S H T . N o . 2 - C F O R B R I D G E - D R W 1 - & - D R W 2 - P R O F I L E S . S E E S H E E T N o . 6 F O R - Y - , P A V E M E N T R E M O V A L B R I D G E S E E D E T A I L S H E E T 2 - D . P R O P O S E D B O L L A R D S A T E X I S T I N G S E E D E T A I L S H E E T 2 - E . W I T H B I C Y C L E S A F E R A I L S E X I S T I N G B R I D G E T O B E R E T R O F I T T E D R:\Hydraulics\PERMITS_Environmental\Drawings\B-3868_Hyd_Permit Impact_enlarge.d g n bmradakovic 12/11/2014 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N G R A P H I C S C A L E 0 ' 5 0 ' 1 0 0 ' 1 5 0 ' 5 0 ' 4 G O T O M O D E L S H E E T 5 O F 7 P E R M I T D R A W I N G DETAIL DRIP RAP AT EMBANKMENTGradeDitch2'GEOTEXTILE 10'min.1.0'min. Geotextile= 22 syType of Liner= 25 TONS,CL II Rip-Rap -L- STA. 19+20 LT. Geotextile= 47 syType of Liner= 50 TONS,CL II Rip-Rap -L- STA. 17+20 RT.( Not to Scale)WATER SURFACE AT NORMAL END RIP RAP NWSSEE DETAIL 'D'w/ 47 SY. GEOTEXTILE 50 TONS CL II RIPRAP RIP-RAP EMBANKMENT T E M P O R A R Y W O R K P A D TO REMAIN IN P LA C E EXISTING BRIDGE 2GI 2GI15" 15" 15 " DO NOT USE RCP D O N O T U S E R C P 15" 2 G I 2 G I S E E X S C D R A I N G R A D E T O F O R R I P - R A P SE E S T R U C T U R E P L A N S R I P - R A P P L A N S F O R S E E S T R U C T U R E W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P W / 7 S Y G E O T E X T I L E 2 T O N S C L ' B ' R I P - R A P S E E D E T A I L ' B ' D D E = 4 6 C Y . L A T E R A L ' V ' D I T C H SEE DETAIL 'D'w/ 47 SY. GEOTEXTILE 50 TONS CL II RIPRAP RIP-RAP EMBANKMENT S E E D E T A I L ' D ' w / 2 2 S Y . G E O T E X T I L E 2 5 T O N S C L I I R I P R A P R I P - R A P E M B A N K M E N T STREAM, EN D S A T N O R M A L W A T E R S U R F A C E RIP RAP DO E S N O T E X T E N D I N T O N O R M A L W A T E R S U R F A C E I N T O S T R E A M , E N D S A T R I P R A P D O E S N O T E X T E N D - D R W 1 - P C S t a . 1 0 + 1 3 . 9 1 - Y 1 - P C S t a . 1 3 + 4 2 . 7 3 G RA U 3 5 0 A T- 1 20+00 - D R W 1 - S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 2 1 + 5 0 . 0 0 -L-Y XXX X X X XXX X X XX XX X X XXXX S S S S.R. 1456 ROSE CREEK ROAD 8 ' S OIL 19 4 1 .6 2 ' E L E V = WOODSF F F F F BRIDGE FOOT G A T E M T L M T L M T L W A TE R IM P A C TS TE M P O RA RY S U RF A C E 19 + 00 1920 19 2 0 1920 1920 1920 19 20 1920 19 2 0 19 2 0 1920 19221922 19 2 2 19 2 2 19241924 1924 1924 1924 19261926 1926 192 6 19 2 6 1928 1928 1928 1928 1928 1928 192 8 1930193019301930193019301930 19301930 1930 1930 19 3 0 1930 193019301930 1930 1930 1930 19301932 1932 1932 19 3 2 1934 1934 19 3 4 1934 19 36 19 3 6 19 3 6 1938 1 9 3 8 1938 1938 193 8 19401940 1940 19 4 0 19 4 0 19 4 0 19 4 0 19 4 0 19 4 2 19 4 2 1942 194 4 194 4 19 461946 1950 FF F F F F F F F F F F F F C C C C F F F F F F F W O R K P A D T E M P O R A R Y 5 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 - 3 8 6 8 R O A D W A Y D E S I G N E N G I N E E R H Y D R A U L I C S E N G I N E E R 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 10111213 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGE C F S Y R S Y R S BASE FREQUENCYOVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE C F S C F S Y R S F T F T F T DESIGN HW ELEVATIONBASE HW ELEVATION BRIDGE HYDRAULIC D A T A = 23 , 8 0 0 = 25= 26 , 4 0 0 = 10 0 = 19 3 8 . 5 = 54 , 0 0 0 = 50 0 + = 19 4 6 . 0 = 1,9 3 6 . 7 R:\Hydraulics\PERMITS_Environmental\Drawings\B3868_Hyd_prm_pfl.dgn bmradakovic 12/10/2014 1 0 0 Y R W S E L = 1 9 3 8 . 4 6 2 5 Y R W S E L = 1 9 3 6 . 7 1 0 Y R W S E L = 1 9 3 5 . 2 W S 0 8 / 6 / 2 0 1 3 O B S E R V E D BEGIN GRADEEL = 1,943.45'-L- STA. 11+00.00 -Y- STA. 13+05.81 -L- STA. 14+71.46 - L - S T A . 1 6 + 6 9 . 0 5 B E G I N A P P R O A C H S L A B - L - S T A . 1 6 + 8 1 . 0 5 B E G I N B R I D G E - L - S T A . 1 9 + 8 6 . 0 5 E N D B R I D G E E N D A P P R O A C H S L A B - L - S T A . 1 9 + 9 8 . 0 5 -DRW 1- STA. 10+10.00 -L- STA. 21+50.00 E N D G R A D E - L - S T A . 2 2 + 3 5 . 8 2 E L E V . 1 , 9 4 6 . 2 0 ' O N T O P 1 ' D E P T H W I T H C L A S S B R I P R A P C L A S S I I R I P R A P O N T O P 1 ' D E P T H W I T H C L A S S B R I P R A P C L A S S I I R I P R A P F O R D I V I S I O N C O N S T R U C T I O N E N G I N E E R ) A B O V E O H W . ( E L E V A T I O N S U F F I C I E N T S E T T O 1 9 2 5 ' , W H I C H I S T W O F E E T T E M P O R A R Y W O R K P A D T O P E L E V A T I O N S H E E T 6 O F 7 P E R M I T D R A W I N G P I = 1 8 + 4 2 . 2 8 E L = 1 , 9 4 8 . 6 7 ' V C = 1 0 0 ' K = 7 9 P I = 2 2 + 1 3 . 2 3 E L = 1 , 9 4 7 . 1 9 ' V C = 4 2 ' K = 9 V = 4 5 M P H V = 45 MPH V = 2 0 M P H PI = 11+80.00EL = 1,942.89'VC = 152'K = 961,910 1,920 1,930 1,940 1,950 1,960 1,970(-)0.7070% ( + ) 0 . 8 7 3 7 % ( - ) 0 .4 0 0 0 % (- ) 5 .2 7 8 6 % 1 , 9 1 0 1 , 9 2 0 1 , 9 3 0 1 , 9 4 0 1 , 9 5 0 1 , 9 6 0 1 , 9 7 0 F O R C L I I R I P - R A P S E E S T R U C T U R E P L A N S 1 .5 : 1 1.5 : 1 Ha n d Ex i s t i n g E x i s t i n g Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 17 + 2 6 T O 1 7 + 8 8 - L - C A U S E W A Y 0. 0 9 1 0 2 18 + 7 4 T O 1 9 + 1 5 - L - C A U S E W A Y 0. 0 8 TO T A L S : 0. 1 7 1 0 2 PE R M A N E N T S U R F A C E W A T E R I M P A C T D U E T O P I E R S = 8 7 0 S Q . F T . ( 0 . 0 2 A C ) DI V I S I O N O F H I G H W A Y S 12 / 3 / 2 0 1 4 MA C O N C O U N T Y B-3868 WB S 3 3 3 1 3 . 1 . 1 SH E E T 7 O F 7 EX I S T I N G C H A N N E L I M P A C T S T E M P . U S E D T H E L O N G E S T L E N G T H B E T W E E N B O T H C A U S E W A Y S . 17 + 2 6 T O 1 7 + 8 8 L E N G T H = 1 0 2 . 4 8 F T V S . 1 8 + 7 4 T O 1 9 + 1 5 L E N G T H = 1 0 0 F T W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S NC D E P A R T M E N T O F T R A N S P O R T A T I O N D T V = = = = = = % % M PH ADT ADT % * M ACO N CO U N TY 25 50 10050 25 50 10050 5 10 2010 DHV FUN C CLASS = LO CAL VICIN ITY M AP 4 LIT T LE T E N N E S S E E R IVE R { { -Y1- POT Sta. 10+00.00 BEGIN CONSTRUCTION -Y1- POT Sta. 21+75.31 END CONSTRUCTION -DRW1- POT Sta. 12+15.00 END CONSTRUCTION -L- Sta. 16+81.05 BEGIN BRIDGE -L- Sta. 19+86.05 END BRIDGE -Y- POT Sta. 11+55.00 END CONSTRUCTION N C 2 8 B R YS O N C IT Y R O A D -DRW2- POT Sta. 12+92.05 END CONSTRUCTION -Y1- POC Sta. 15+96.49 -L- POT Sta. 22+48.22 = END TIP PROJECT B-3868 T O B R YS O N C IT Y TO FRANKLIN H P M c C O Y R OAD S R 13 7 3 T O IO T L A STATE OF NORTH CAROLINA CO N VEN TIO N AL PLAN SHEET SYM BO LS PLO T SIZE FU LL = 120 H ALF = 240 T O R O B IN S R O A D 0 PRO FILE (HO RIZO N TAL) 33313.1.1 P.E. R/W , UTILITY CO N STRUCTIO N BRZ-1456(6) PROJECT LENGTH RIGH T OF W AY D ATE: LETTING D ATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 D ESIGN D ATA Prepared in the Office of: SIGNATU RE: SIGNATU RE: P.E. P.E. D IVISION OF H IGH W AYS 2012 STAND ARD SPECIFICATIONS PROJECT ENGINEER PROJECT D ESIGN ENGINEER GRAPH IC SCALES PLAN S PRO FILE (VERTICAL) H YD RAU LICS ENGINEER ENGINEER ROAD W AY D ESIGN 0 9 / 0 8 / 9 9 B-3868DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 See Sheet 1-A For Index of Sheets 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ 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 : C 2 0 3 6 5 6 T I P P R O J E C T : B - 3 8 6 8 A R T MEN N A S O H D E P T O F T R A S PORT T IO N T A TEOFN RT C AR O LI N A 330 5002035 10 65 DUAL 6%* TTST =1% 7 2013 25 SUBREG IO N AL TIER 33313.2.FD2 BRZ-1456(6) DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N O VEM BER 26, 2013 -L- POT Sta. 11+00.00 BEGIN TIP PROJECT B-3868 B R A D L E Y C R E E K { -L- -Y 1- - Y - N C 2 8 B R Y S O N C I T Y R O A D KEVIN E. M O O RE, PE STEVEN D. KEN DALL, PE N O VEM BER 17, 2015 See Sheet 1-B For Conventional Symbols See Sheet 1-C For Survey Control Sheet ROSE CREEK ROAD S R 14 5 6 LEN G TH RO ADW AY T.I.P. PRO JECT B-3868 = 0.159 M I LEN G TH STRUCTURE T.I.P. PRO JECT B-3868 = 0.058 M I THIS PRO JECT IS N O T W ITHIN AN Y M UN ICIPAL BO UN DARY TO TAL LEN G TH O F T.I.P. PRO JECT B-3868 = 0.217 M I TEN NESSEE RIVER ON SR 1456 LOCATION: BRID GE N o. 172 OVER LITTLE TYPE OF W ORK : D RAINAGE, GRAD IN G, STRU CTU RE, AND PAVING THE CLEARIN G O N THIS PRO JECT SHALL BE PERFO RM ED TO THE LIM ITS ESTABLISHED BY M ETHO D II 1358 1357 1356 1355 1373 1456 1456 1374 LITTLE TENNESSEE RI V E R B-3868 PRO JECT TIP (28 (28 (28 N A D 83 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 H YD 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 IN O 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: TELEPHO N 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 ] G AS: 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 EO US: 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 ND ARIES 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-3868 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 CO N VEN TIO N AL 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 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT "McCoy" WITH NAD 83 STATE PLANE GRID COORDINATES OF NORTHING: 583721.0635(ft) EASTING: 675277.9211(ft) ELEVATION: 1940.58(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999779853 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "McCoy" TO -L- STATION 11+00.00 IS S 37°33'13" W 790.36 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NGVD 29 -Y1- POT Sta. 10+00.00 BEGIN CONSTRUCTION -Y1- POT Sta. 21+75.31 END CONSTRUCTION -L- POT Sta. 11+00.00 BEGIN TIP PROJECT No. B-3868 -Y- Sta. 13+05.81 -L- POC Sta. 14+71.46 = -DRW 1- Sta. 10+00.00 -L- POT Sta. 21+50.00 = -Y- POT Sta. 11+55.00 END CONSTRUCTION S R 14 5 6 R O S E C R E E K R O A D N C 2 8 B R YS O N C IT Y R O A D -Y1- POc Sta. 15+96.49 -L- POT Sta. 22+48.22 = END TIP PROJECT B-3868 N C 2 8 B R Y S O N C I T Y R O A D H P M c C O Y R O A D S R 13 7 3 IN DICATES GEODETIC CON TROL M ON U M EN TS U SED OR SET FOR H ORIZON TAL PROJECT CON TROL BY TH E N CDOT LOCATION AN D SU RVEYS U N IT. N OTES: 1. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOU N D ELECTRON ICALLY BY SELECTIN G PROJECT CON TROL DATA AT: TH E FILES TO BE FOU N D ARE AS FOLLOW S: SITE CALIBRATION IN FORM ATION H AS N OT BEEN PROVIDED FOR TH IS PROJECT. IF FU RTH ER IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT. H TTPS://CON N ECT.N CDOT.GOV/RESOU RCES/LOCATION / -DR W 2- -DRW 1- LIT T LE T E N N E S S E E R IVE R L I T T L E T E N N E S S E E R I V E R B R A D L E Y C R E E K BM 5=1,949.86' BM 1=1,939.86' ELEV.=1,942.65' E=674,824.5940 N =583,022.8170 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BL-2) ELEV.=1,940.01' E=674,762.7980 N =583,393.6210 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BL-3) ELEV.=1,929.49' E=674,981.0320 N =583,513.2610 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BL-4) ELEV.=1,941.19' E=675,214.2060 N =583,661.3850 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BL-5) ELEV.=1,942.19' E=675,410.9730 N =583,731.6650 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BL-6) ELEV.=1,941.44' E=674,383.2220 N =584,100.7580 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BY-8) ELEV.=1,946.59' E=674,543.5470 N =583,795.0850 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BY-9) ELEV.=1,944.35' E=675,194.1310 N =584,427.6090 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BY1-13) ELEV.=1,940.04' E=675,809.7860 N =583,786.4350 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BY1-16) ELEV.=1,952.81' E=675,271.9490 N =584,056.4520 LOCALIZED PROJECT COORDIN ATES N CDOT BASELIN E M ON U M EN T (BY1-14) B-3868_LS_CON TROL.TXT PROJECT CON TROL ESTABLISH ED U SIN G EXISTIN G H ARN M ON U M EN TS. BM 2=1,930.32' BM 3=1,940.22' ELEV.=1,940.58' E=675,277.9211 N =583,721.0635 LOCALIZED PROJECT COORDIN ATES N CGS H ARN M ON U M EN T ( M cCOY) BM 7=1,942.78' BM 6=1,942.54' BM 4=1,943.65' > > Location and Surveys N OTE: DRAW IN G N OT TO SCALE SU RVEY CONTROL SH EET B-3868 20 BL-3 583393.6210 674762.7980 1940.01 OUTSIDE PROJECT LIMITS 9 BY-9 583795.0850 674543.5470 1946.59 OUTSIDE PROJECT LIMITS 8 BY-8 584100.7580 674383.2220 1941.44 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y STATION OFFSET BY **************************************** RAILROAD SPIKE SET IN 12" SYCAMORE TREE BL STATION 8+16.00 4 RIGHT N 583335 E 674776 BM1 ELEVATION = 1939.86 **************************************** **************************************** RAILROAD SPIKE IN 8" BIRCH TREE BL STATION 13+57.00 29 RIGHT N 583614 E 675193 BM2 ELEVATION = 1930.33 **************************************** **************************************** RAILROAD SPIKE SET IN 8" WALNUT TREE BL STATION 16+04.00 15 RIGHT N 583715 E 675410 BM3 ELEVATION = 1940.22 **************************************** **************************************** RAILROAD SPIKE SET IN 24" WALNUT TREE N 85°27'39.39" E Dist 94.43 BY1 STATION 16+35.00 N 583794 E 675904 BM7 ELEVATION = 1942.78 **************************************** **************************************** RAILROAD SPIKE SET IN 6" LOCUST TREE S 01°53'26.03" W Dist 156.29' BL STATION 5+00.00 N 582867 E 674819 BM5 ELEVATION = 1949.87 **************************************** **************************************** RAILROAD SPIKE SET IN 8" WALNUT TREE N 63°48'16.70" W Dist 64.39 BY STATION 5+00.00 N 584129 E 674325 BM4 ELEVATION = 1943.65 **************************************** **************************************** TACK IN HOLE IN HEADWALL N 07°53'34.13" W Dist 136.90 BY1 STATION 5+00.00 N 584563 E 675175 BM6 ELEVATION = 1942.54 **************************************** 790.36'S 37°33"13 W 6 BL-6 583731.6650 675410.9730 1942.19 21+89.58 82.49 RT 5 BL-5 583661.3850 675214.2060 1941.19 19+82.14 57.48 RT 4 BL-4 583513.2610 674981.0320 1929.48 17+07.36 85.85 RT 3 BL-3 583393.6210 674762.7980 1940.01 14+07.54 25.61 RT 11 BL-2 583022.8170 674824.5940 1942.65 10+23.90 12.27 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BL 16 BY1-16 583786.4350 675809.7860 1940.04 19+92.95 14.55 RT 21 BL-6 583731.6650 675410.9730 1942.19 16+32.14 92.88 RT 14 BY1-14 584056.4520 675271.9490 1952.81 13+21.99 15.20 RT 13 BY1-13 584427.6090 675194.1310 1944.35 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET BY1 5 / 2 8 / 9 9 SHEET NO .PRO JECT REFEREN CE NO . 1-CB-3868 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ b 3 8 6 8 _ l s _ 1 c _ 0 9 1 0 1 3 . d g n $ $ $ $ U S E R N A M E $ $ $ $ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0.02 0.02 G RADE TO THIS LIN E T T 4:1 G RADE PO IN T CL 4'4' 6'10'10'6' FDPS FDPS C1 E1 TYPICAL SECTIO N N O . 2 3 :1 9' w/G UARDRAIL 8' USE TYPICAL SECTIO N N O . 2 -L- STA. 11+50.00 TO 16+81.05 (BRIDG E) -L- STA. 19+86.05 (BRIDG E) TO 22+35.82 0.02 0.02 G RADE TO THIS LIN E T T 4:1 G RADE PO IN T CL 4'4' 6'10'10'6' FDPS FDPSW1 U TYPICAL SECTIO N N O . 1 3 :1 9' w/G UARDRAIL 8' USE TYPICAL SECTIO N N O . 1 -L- STA. 11+00.00 TO 11+50.00 EXIST. 18' TO 20' E1 E1 G RADE TO THIS LIN E -L- (SR 1456) -L- (SR 1456) 7" 7"7" 0.02 G RADE TO THIS LIN E 3 :1 T 4' E1 C1 R1M A T C H L I N E A IN SET A M A T C H L I N E A F INAL PAVE M E NT DE SIGNFINAL PAVE M E NT DE SIGN W ITH TYPICAL SECTIO N N o. 2 USE IN SET A IN CO N JUN CTIO N SEE PLAN S FO R LO CATIO N S 7" DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO .PRO JECT REFEREN CE NO . RO ADW AY DESIG N EN G INEER EN GINEER 2B-3868 PAVEM EN T DESIG N 6 / 2 / 9 9 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ W edging Detail (W 1) M IN . 1" M IN . 3" E2 E1 C1 C2 2: 1 2: 1 /// /// /// /// M IN . U E1 3"M IN . 1" M IN . 1" M IN . 3" W edging Detail (W 2) C SURVEY L C4 D1 D2 C3 E1 C1C1 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. P A V E M E N T S C H E D U L EP A V E M E N T S C H E D U L E PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C1 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. C2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, D1 TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D2 GREATER THAN 4" IN DEPTH. TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO THAN 5•" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E1 8" AGGREGATE BASE COURSE.J1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) EARTH MATERIAL.T EXISTING PAVEMENT.U PRIME COAT AT THE RATE 0F 0.35 GALLONS PER SQUARE YARD.P W2 W1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C1 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. C2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, D1 TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D2 GREATER THAN 4" IN DEPTH. TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO THAN 5•" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E1 8" AGGREGATE BASE COURSE.J1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) EARTH MATERIAL.T EXISTING PAVEMENT.U PRIME COAT AT THE RATE 0F 0.35 GALLONS PER SQUARE YARD.P W2 W1 SHOULDER BERM GUTTER.R1 CONCRETE EXPRESSWAY GUTTER.R2 0.02 0.02 G RADE PO IN T CL 10'10' C1 USE TYPICAL SECTIO N N O . 3 -Y- (SR 1373) TYPICAL SECTIO N N O . 3 -Y- STA. 11+55.00 TO 12+00.00 0.02 0.02 G RADE TO THIS LIN E T T 4:1 G RADE PO IN T CL 4'4'10'10' C1 E1 8' USE TYPICAL SECTIO N N O . 4 -Y- (SR 1373) 7" TYPICAL SECTIO N N O . 4 -Y- STA. 12+00.00 TO 12+95.81 2: 1 2: 1 DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO .PRO JECT REFEREN CE NO . RO ADW AY DESIG N EN G INEER EN GINEER 2-AB-3868 PAVEM EN T DESIG N 6 / 2 / 9 9 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ CL C1 TYPICAL SECTIO N N O . 5 USE TYPICAL SECTIO N N O . 5 -Y1- (N C 28) EXIST. PAVEM EN T EX SE EX SE 3' 2: 16" J1 T 11" G RADE TO THIS LIN E PU T T U -L- STA. 16+81.05 TO 19+86.05 TYPICAL SECTIO N O N STRUCTURE USE TYPICAL SECTIO N O N STRUCTURE CL 10'10' -L- (SR 1456) PO IN T G RADE 4'4' 0.020.02 2-BAR BRIDG E RAIL SEE STRUCTURE PLAN S. VAR. 4' TO 9' N O TE: TEM PO RARY PAVEM EN T -Y1- STA. 18+00.00 TO 20+00.00 (4') -Y1- STA. 10+00.00 TO 14+50.00 (9') PAVEMENT SCHEDULE J1 8" ABC W1 WEDGING W2 WEDGING U EXIST. PAVEMENT T EARTH MATERIAL C2 VAR. S9.5B D1 4" I19.5B D2 VAR. I19.0B E1 4" B25.0B E2 VAR. B25.0B R1 SBG R2 EXPWY GUTTER P .35 PRIME COAT C1 3" S9.5B USE TYPICAL SECTIO N N O . 6 TYPICAL SECTIO N N O . 6 -Y1- STA. 10+00.00 TO 10+50.00 R2 0.02 0.02 G RADE TO THIS LIN E T T G RADE PO IN T CL 4'8'11'11' C1 D1 4' USE TYPICAL SECTIO N N O . 7 TYPICAL SECTIO N N O . 7 -Y1- STA. 10+50.00 TO 18+25.00 2: 1 -Y1- (N C 28) 11" 6" E1 FDPS 4' 0.02 2:1 4' FDPS -Y1- STA. 18+25.00 TO 21+75.31 0.02 0.02 G RADE TO THIS LIN E T T G RADE PO IN T CL 4' 8'11'11' W 2 D1 8' 2: 1 -Y1- (N C 28) 11" E1 FDPS 8' 4' FDPS 11" 2: 1 4:1 C1 C1 UD1E1 G RADE TO THIS LIN EEXIST. 20' TO 22' DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO .PRO JECT REFEREN CE NO . RO ADW AY DESIG N EN G INEER EN GINEER 2-BB-3868 PAVEM EN T DESIG N 6 / 2 / 9 9 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ CL G RADE PO IN TC1 E1 TYPICAL SECTIO N N O . 8 USE TYPICAL SECTIO N N O . 8 -DRW 2- -DRW 1- -DRW 1- STA. 10+10.00 TO 12+15.00 -DRW 2- STA 10+11.17 TO 12+92.05 VAR. 5' TO 6'VAR. 5' TO 6'3'2'2' 2: 1 2: 1 2:1 7"TT PAVEMENT SCHEDULE J1 8" ABC W1 WEDGING W2 WEDGING U EXIST. PAVEMENT T EARTH MATERIAL C2 VAR. S9.5B D1 4" I19.5B D2 VAR. I19.0B E1 4" B25.0B E2 VAR. B25.0B R1 SBG R2 EXPWY GUTTER P .35 PRIME COAT C1 3" S9.5B R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER EN GIN EER R/W SHEET N O . SHEET N O .PRO JECT REFEREN CE N O . 2-CB-3868 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -Y- PT Sta. 12+78.61 -Y- PC Sta. 11+66.29 PC Sta. 13+57.01 PT Sta. 15+82.30 -DRW1- PC Sta. 10+13.91 -Y1- PC Sta. 13+42.73 -Y1- PT Sta. 21+69.44 GRAU 350 TYPE-III TYPE-III TYPE-III TYPE-III PC Sta. 10+11.40 PC Sta. 11+77.59 PT Sta. 11+98.68 -Y1- Sta. 15+96.49 -L- Sta. 22+48.22 END TIP PROJECT B-3868 -L- Sta. 14+71.46 -Y- Sta. 13+05.81 + 9 1.3 3 2 0' 2 0' -DRW2- Sta. 12+92.05 GRAU 350 AT-1 -Y1- POT Sta. 21+75.31 END CONSTRUCTION -Y1- PT Sta. 18+80.73 -Y1- PC Sta. 19+96.04 -DRW 2- P0T Sta. 10+00 -Y1- POC Sta. 20+60.47 = -DRW 2- PT Sta. 10+37.29 -Y- POT Sta. 11+55.00 END CONSTRUCTION -Y1- POT Sta. 10+00.00 BEGIN CONSTRUCTION 8:1 TAPER AT-1 1 5 + 0 0 2 0 + 0 0 15+00 2 0 + 0 0 -L- Sta. 21+50.00 POT Sta. 12+15 -DRW 1- END CONST. Sta. 11+02.58 -DRW1- PT -DRW1- Sta. 10+00.00 = 2 0 ' 2 8 ' 1 2 ' BEGIN TIP PROJECT No. B-3868 -L- POT Sta. 11+00.00 14+50.00 15+00.00 18+0 0.0 0 TEM PO RARY SIG N AL PHASE III TEM PO RARY PATTERN T T T 15" CM P T O P = 19 4 3. 6 9' 15" H D P E BS T B S T GR G R G A B A N D 1 S F D 1 S F BL K B U S 5' +/- B L K W A L L H D P E 15 " H E A D S P R I N G CO T T A T E R R A 1 5" G R G R G R W A L L 2' B L K GR GR 8 1.0 6 ' + 3 2 .8 8 80.12' +15.05 13.74' +47.01 15.83' +26.44 101.08' +31.87 25.24' +58.58 24.86' +33.59 25.58' +78.05 32.49'+56.40 153.97' +90.26 D.B. L21 PG. 1940 D.B. G23 PG. 1532 D.B. L30 PG. 1301 D.B. D24 PG. 2045 D.B. W 18 PG. 822 D.B. O30 PG. 486 g g g g g g g g B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A.H. TEBAULT A.H. TEBAULT HOW ARD HICKM AN JERRY ANSELM O EI P EI P EI P EI P 12 6 . 8 7 S 3 6 ° 5 7 ' 13 " E 12 6 . 8 7 S 3 6 ° 5 7 ' 13 " E 12 6 . 8 7 S 3 6 ° 5 7 ' 13 " E 10 . 8 1 S 3 6 ° 5 7 ' 18 " E 118 .6 2 S 18 °2 2 '10 " E 393.85 N 63°17'59" E 7 8 .9 1 N 2 3 °19 '5 1" W 12 1.2 9 S 18 °2 2 '11" E 360.97 N 62°54'04" E 244 .39 S 69°08'05" W 383.62 N 62°54'04" E 408.71 N 62°54'04" E 18 3 .4 9 S 17 °14 '2 0 " E 2 9 7 .6 1 N 2 4 °3 1'15 " W 14 7 .5 4 N 2 1°5 6 '5 9 " W 6 1.5 5 N 2 0 °5 1'18 " W 2 6 . 5 1 N 3 1° 18 ' 5 1" W 7 8 .8 8 N 16 °13 '12 " W 3 9 .3 4 N 2 4 °16 '3 2 " W 5 6. 2 1 N 2 9 ° 1 1' 2 6" W 58.11 N 58°07'26" E 4 7. 8 2 N 8 1°2 5' 0 4 " E2 3. 2 4 N 8 8 ° 5 9' 3 6" E 8 8 .7 5 N 14 °4 7 '5 1" W 7 1. 8 8 N 6 0 ° 2 2' 5 3" E 112. 12 N 7 4 ° 10' 12" E RR S PI K E R R S PI K E RR S PI K E RR S PI K E EI P Y Y Y Y Y Y Y Y Y Y Y Y X X X X X X X X X X X X X XXX X X X X XXX X X X X X X X X X X X X X X X Y XY Y Y Y X XX X X X X X X X X X X X X X X X XX X X X X X { { W S S S S T A N K P R O P A N E 1 S F D S H E D S H E D S BARN 3 S B W 3 SBW3 SB W 3 S B W 3 S B W 3 S B W 3 SBW 3 SBW 3 S B W M T L 48" WW B L O C K WA L L 3 S B W BRIDGE #172 WD WD 1941.66' ELEV= 48" CHL C O N C W E L L S T E P S P P P P R P P 50' R/W 6 0 ' R / W EXIST. R/W E X IS T . R /W 6 0 ' R / W EXIST. R/W 6 0 ' R / W EXIST. R/W 3 0 ' R / W E X IS T . R /W E X IS T . R /W T A N K S E P TI C b b b b R Q Q QQ o o a I r S.R. 1456 ROSE CREEK ROAD 20' BST 10' GRAVEL G R A V E L 1 0' B S T 12' B S T 8' SOIL 2 0 ' B S T N C 2 8 B R Y S O N C IT Y R O A D 10' SOIL S .R . 14 5 6 R O S E C R E E K R O AD 2 0 ' B S T EXIST. R/W S67°24'44"W 134 .43 N C 2 8 B R YS ON C IT Y R O A D 2 0 ' B S T 1941.62' ELEV= W O O D S WOODS W O O D S F F F F F F 15 " C M P 15 " C M P 15 " C M P 2 4 " C M P BRI D G E F O O T ELEVATION UNKNOWN 5 STEEL I-BEAM S ON SR 1456 ROSE CREEK ROAD BRIDGE NO. 172 OVER LITTLE TENNESSEE RIVER TIMBER DECK W ITH ASPHALT OVERLAY B3868 8.2970701 BRIDGE DESCRIPTION LIT T LE T E N N E S S E E R IVE R B R A D L E Y C R E E K 3 0 .0 0 ' E X IS T IN G R / W E X IS T IN G R / W GR 12" CM P G R GATE MTL GATE MTL GA T E M T L M T L MTL M TL M T L 15" CM P 36"W W & 2SB W DIRECTIONAL KENNETH R KRESGE D.B. H31 PG. 818 HAZEL C. STRAIT JAM ES H. PARRISH KENNETH BALM ER D.B. B30 PG. 1394 B B B S 0 2 °3 6'2 2 " W S 83°15'24" E 70.92' EI P EI P FOUND NO DEED DESCRIPTION LAND RECORDS AS PER M ACON COUNTY N 0 2 °2 0'5 8 " E 8 6 .0 7' 2 4 " C M P WOODS FOUND NO DEED DESCRIPTION LAND RECORDS AS PER M ACON COUNTY JIM M Y W . LONG D.B. V27 PG. 1586 D.B. D66 PG. 473 ROBERT GENE PARRISH D.B. E31 PG. 2653 A. H. TEBAULT JR. TRUSTEE D.B. C23 PG. 2196 CHARLES HENSON D.B. 1A PG. 9238 ARBUTUS M cCOY D.B. 1A PG. 9238 ARBUTUS M cCOY D.B. 1A PG. 9238 ARBUTUS M cCOY SENSITIVE AREA ENVIRONMENTALLY SENSITIVE AREA ENVIRONM ENTALLY F F F F F F F F F F GU ARD RAIL SU M M ARY "N " = DISTANCE FRO M EDGE O F LANE TO FACE O F G UARDRAIL. TO TAL SHO ULDER W IDTH = DISTAN CE FRO M EDG E O F TRAVEL LAN E TO SHO ULDER BREAK PO INT. FLARE LEN GTH = DISTAN CE FRO M LAST SECTIO N O F PARALLEL G UARDRAIL TO END O F GUARDRAIL. W = TO TAL W IDTH O F FLARE FRO M BEG INN IN G O F TAPER TO END O F G UARDRAIL. LENG TH SHO P CURVED DO UBLE FACED W ARRAN T PO IN T APPRO ACH END TRAILIN G END DIST. FRO M E.O .L. TO TAL SHO UL. W IDTH FLARE LEN GTH APPRO ACH TRAILING APPRO ACH TRAILIN G END END EN D EN D W AN CHO RS REM ARKS "N " STRAIGHT SURVEY LIN E BEG . STA.END STA.LO CATIO N 1 2 / 0 6 / 0 7 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TYPE 350 ATTENUATO R IM PACT GUARDRAIL FACED SIN GLE G UARDRAIL EXISTING REM O VE GUARDRAIL EXISTIN G STO CKPILE AND REM O VE EA G N G SHEET NO .PRO JECT REFEREN CE NO . 2 7 - F E B - 2 0 1 5 1 0 : 4 6 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ s u m . d g n $ $ $ $ U S E R N A M E $ $ $ $ STATIO NSTATION EXCAV. UN CL. +% EM BAN K.BO RRO W W ASTE provided by the G eotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. STATIO NSTATION LIN E SURVEY LT/ RT/ CL LO CATIO N B-3868 3-B ADDITIO NAL G UARDRAIL PO STS = 5 16+81.05 50' LIN E SURVEY GU TTER SU M M ARY SH OU LD ER BERM TO TAL SAY ASPH ALT PAVEM EN T SU M M ARY REM OVAL OF EXISTING SU M M ARY OF EARTH W ORK M ATERIAL FO R SHO ULDER CO N STR. LO SS DUE TO CLEARIN G & G RUBBIN G ADDITIO N AL UN DERCUT W ASTE IN LIEU O F BO RRO W lum p sum price for "G rading". & G rubbing, Rem oval of Existing Pavem ent will be paid for at the Borrow Excavation, Shoulder Borrow, Fine G rading, Clearing NO TE: Approxim ate quantities only. Unclassified Excavation, -L-11+50.00 16+81.05 CL YARD SQ UARE -Y1-10+50.00 18+25.00 CL 4,068.00 4,070 STATIO NSTATION LIN E SURVEY LT/ RT/ CL LO CATIO N TO TAL SAY -L-16+62.50 16+69.05 LT -L-15+44.90 16+69.05 RT 121.07 19+98.05 20+02.50 LT -L-19+98.05 20+08.00 RT FT LEN G TH 6.55 -L-4.46 9.96 142.04 145 STATIO NSTATION LIN E SURVEY LT/ RT/ CL LO CATIO N TO TAL SAY -Y1-10+50.00 20+25.00 LT FT LEN G TH 948 950 EXPRESSW AY GU TTER SU M M ARY 948 RT14+77.18 16+81.05-L-190.51 4'9' 19+86.05 10+51.80 RT 136.87 4'9'-L- / -DRW 1- 12+65.21 16+81.05 LT 186.42 4'9'-Y- / -L- -L-19+86.05 21+48.56 LT 158.77 16+81.05 4'9'50' III TYPE 1 1 1 1 GRAU 350 1 1 1 1 B-77M-350MOD XI XI AT-1 CAT-1 TL-2 PRO JECT SUBTO TALS DEDUCTIO NS FO R GUARDRAIL AN CHO RS --------------------------------------------------------------------------------- 442 GRAU 350 4 4 2AT-1 TYPE III EA @ EA @ EA @ 50.00 18.75 6.25 FT = FT = FT = 200.00 12.50 75.00 GUARDRAIL AN CHO R DEDUCTIO N S DEDUCTIO N S FO R G UARDRAIL ANCHO RS =287.50 -287.50 --------- 749.91PROJECT TO TALS SAY 762.50 571.52 226.08 --------- 797.60 35.3 35.9 71.2 71.2 75 1,602.77 2,465.23 -L-10+50.00 17+00.00 0 8,670 8,670 -Y-11+00.00 13+00.00 2 432 430 SUBTO TAL N O . 1 2 9,102 9,100 -L-19+50.00 22+00.00 0 6,341 6,341 10+00.00 12+00.00-DRW 1-117 501 384 SUBTO TAL N O . 2 6,842 6,725117 10+00.00 10+00.00 21+50.00 14+50.00 138 20+00.00 10+00.00 20+00.00 12+75.00 273 SUBTO TAL N O . 3 1,110 -Y1-(TEM P. PAVT)95 897 802 -Y1- PHASE I 14,734 14,596 1,164-DRW 2-1,240 76 -DRW 2- on -Y1-0 273 16,342 802 16,033 10+00.00 21+50.00 2,046-Y1- PHASE II 1,505 541 SUBTO TAL N O . 4 2,046 1,505 541 PRO JECT SUBTO TALS 18,507 18,559 16,57316,627 REPLACE TO PSO IL IN BO RRO W PIT 100 -6,725-6,725 500 G RAN D TO TALS 18,507 18,559 10,502 9,848 SAY 18,600 10,600 DRAIN AG E DITCH EXCAVATIO N = 300 CU YD UN DERCUT EXCAVATIO N = 220 CU YD SELECT G RAN ULAR M ATERIAL = 200 CU YD -Y1-10+42.64 14+12.95 RT 373.82 2 --------- 1,037.41 Geotextile Slope Fill Slope Fill Geotextile G rade Ditch 2' GEO TEXTILE Slope Ditch Front Geotextile 3 7 31 -R S 6 5 41- R S 6541-RS 200 115 300 215300 215 200 115 2900 1985 3000 1985 300 215 200 115 ADT YR 2035 ADT YR 2013 500 330 R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER EN GIN EER R/W SHEET N O . SHEET N O .PRO JECT REFEREN CE N O . 4B-3868 2 7 - F E B - 2 0 1 5 1 0 : 4 7 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ p s h _ 0 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS A N D A D D I N G P A R C E L N O . 9 T H E S E R E V I S I O N S B R I E F L Y C O N S I S T O F M O D I F Y I N G R O W A N D T C E O F P A R C E L S 5 & 7 M A R K E R S L O C A T I O N S 4 . 3 . C H A N G I N G T H E S U P E R E L E V A T I O N O N T H E B R I D G E T O N O R M A L C R O W N . 2 . C H A N G I N G C R O S S - S E C T I O N S A L O N G - L - A F F E C T E D B Y T H E P R O F I L E C H A N G E . 1 . C H A N G I N G T H E P R O F I L E A L O N G - L - S t a . 1 1 + 0 6 t o S t a . 1 2 + 5 8 A N D O N T H E P R O P O S E D B R I D G E A T - L - S t a . 1 6 + 7 0 t o S t a . 1 9 + 6 5 . J H P 4 - 1 5 - 1 4 3 . N A M E A N D D E E D B O O K / P A G E N U M B E R A D D E D T O P A R C E L 8 2 . P A R C E L 2 H A S B E E N E L I M I N A T E D 1 . R I G H T O F W A Y L A B E L S U P D A T E D T O M A T C H S T A K I N G P L A N S T H E S E R E V I S I O N S B R I E F L Y C O N S I S T O F : SKETCH SHO W IN G BRIDG E/RO ADW AY RELATIO N SHIP BEG IN BRIDG E EN D APP. SLAB EN D BRIDG E BEG IN APP. SLAB TYPE-III TYPE-III TYPE-III TYPE-III 2 0 2 0 2 0 2 0 ' 2 0 -L- -L- STA 16+67.00 -L- STA 16+81.00 -L- STA 19+86.00 -L- STA 20+00.00 20+00 4 ' 4 ' PAVEMENT REMOVAL BRIDGE STRUCTURE PLANS. SEE SHT. No. S-1 to S- FOR -DRW 1- & -DRW 2- PROFILES. SEE SHEET No. 6 FOR -Y-, -L- & -Y1- PROFILES. SEE SHEET No. 5 FOR 1 . E L I M I N A T E D C L A I M O N P A R C E L N o . 9 . R / W R E V I S I O N 6 - 2 - 2 0 1 4 T R M : D E S I G N R E V I S I O N T R M 1 / 2 7 / 1 5 : A D D I N G E N V I R O N M E N T A L L Y S E N S I T I V E A R E A S A N D R E V I S I N G T H E G R A D E O N - D R W 2 - . PI Sta 12+24.59 L = 112.32' T = 58.29' R = 170.00' D PI Sta 14+89.66 L = 225.29' T = 132.65' R = 170.00' D PI Sta 10+68.57 L = 88.67' T = 54.66' R = 60.00' D PI Sta 16+86.68 L = 538.00' T = 343.95' R = 340.00' D PI Sta 20+83.04 L = 173.39' T = 87.00' R = 850.00' D -DRW1- PC Sta. 10+13.91 -Y1- PC Sta. 13+42.73 GRAU 350 -Y1- Sta. 15+96.49 -L- Sta. 22+48.22 END TIP PROJECT B-3868 6 0 50 4 0 3 0 2 0 C N 2 0 3 0 PI Sta 11+88.21 D L = 21.09' T = 10.61' R = 76.00' PI Sta 10+26.52 D L = 25.89' T = 15.12' R = 20.00' GRAU 350 AT-1 END CONSTRUCTION -Y1- POT Sta. 10+00.00 BEGIN CONSTRUCTION 8:1 TAPER G RA U 3 5 0 G RA U 3 5 0 C N C N 20 0102 SE = 6 % DSN SPD = 25 MPH DSN SPD = 35 MPH SE = 6 %SE = 6 % 6 0 5 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 1 0 0 0 1 0 2 0 2 0 1 5 + 0 0 2 0 + 0 0 15+00 2 0 + 0 0 R = 4 0' 2 0 2 8 ' R= 30 ' R= 30' R =50'R= 30' R=25' R=4.5' -L- POT Sta. 11+00.00 LT.&RT. 5 0 ' TA P ER PS4' 22' R T. 5 0' TA P ER W ITHIN EXISTING R/W TIE TO EXIST. DRIVE 60 50 4 0 3 0 2 0 0 1 0 0 0 1 0 2 0 3 04 05 06 0 2 0 1 0 0 0 2 0 2 0 1 LT. & RT. 10 0 ' TA P ER 2 0 ' P S 4 ' P S 4 ' EX.SE 14 ' IN C TYP +80.29 20' 00 01 02 1 4' I N C T Y P +50.61 + 5 5. 0 1 E X. S E + 2 2. 8 017' IN C TYP 17' INC TYP 17' INC TYP + 4 7 .0 0 + 0 0 .0 0 1 2 ' 4 0 3 0 2 0 0 1 2 0 0 2 0 1 0 0 2 2 ' P S 4 ' E X. S E + 2 8. 7 3 19 ' IN C TYP 5 0 6 0 BEGIN TIP PROJECT B-3868 -Y- Sta. 11+55.00 -DRW1- Sta. 10+00.00 -DRW1- POT Sta. 12+15 -DRW1- PT Sta. 11+02.58 -Y1- PT Sta. 18+80.73 -Y1- PC Sta. 19+96.04 -DRW2- PT Sta. 10+37.29 -DRW2- PT Sta. 11+98.68 -DRW2- PC Sta. 11+77.59 -Y1- PT Sta. 21+75.31 -DRW2- Sta. 12+92.05 -DRW2- PC Sta. 10+11.40 -Y1- PT Sta. 21+69.44 END CONSTRUCTION-DRW2- P0T Sta. 10+00 -Y1- POC Sta. 20+60.47 + 19.44 R=22' END CONSTRUCTION -L- POT Sta. 21+50.00 EX .SE -L- PT Sta. 15+82.30 R=20' -L--Y--DRW1--DRW2--Y1- + 0 0. 0 0 -Y- PT Sta. 12+78.61 -Y- PT Sta. 13+05.81 -L- POC Sta. 14+71.46 -L- PC Sta. 13+57.01 -Y- PC Sta. 11+66.29 TYP 17 ' IN C 2 0 + 13 .7 3 T Y P 19' I N C -L- 16+62.50 BEGIN SBG END SBG -L- 20+08.00 -L- 15+44.90 BEG IN SBG -L- 20+02.50 END SBG 10' BEGIN EXPRESSW AY G UTTER -Y1- STA 10+50.00 -Y1- STA 20+25.00 END EXPRESSW AY G UTTER -Y1- -L- -L - - Y- AT-1 : : : :: : : : \\ \ \ M c C O Yh EL.=1930.32' 28.89' RT. -BL- STA. 13+57.38 BM #2 EL.=1940.22' 15.45' RT. -BL- STA. 16+03.94 BM #3 EL.=1942.78' N85°27'50"E 94.42' BY1-16 TO BM #7 OUT OF CHAIN BM #7 EL.=1939.86' 3.58' RT. -BL- STA. 8+16.03 BM #1 BY-10 BL-3 = BY-9 BL-4 BL-2 BY1-15 BL-6 = BY1-16 BY1-14 BL-5 14.76' SET 40.95' SET -L- +10 6 1 3 4 8 5 7 1 30' SET -L- +95 40' SET 75' SET -L- +30 40' SET 75' SET -L- +00 95' SET 115' SET -L- +30 95' SET 115' SET -L- +95 95' SET -L- +11.59 120' SET -L- +95 -Y- +60 25.27' SET 80' SET -L- +80 55' SET -L- +10 74.73' SET -L- +75 135' SET -L- +85 145' SET -L- +85 139.45' SET -L- +10 150' SET -L- +07 55' SET -Y1- +00 90' SET -Y1- +10 85' SET -Y1- +80.73 50' SET -Y1- +80.77 50' SET -Y1- +00 40' SET -Y1- +96.04 40' SET -Y1- +65 35' SET -Y1- +95 70' SET -Y1- +5085' SET -Y1- +50 95' SET -Y1- +80.73 120' SET -Y1- +75 95' SET -Y1- +90 70' SET -L- +30 55' SET -Y1- +42.73 95' SET -Y1- +70 -Y1- +50 95' SET 110' SET 75' SET -L- +90 90' SET -L- +90 90' SET -L- +50 75' SET -L- +50 EX. R/W O N PL @ O N PL 35' A R C 80' IN RIVER 108' IN RIVER -L- +50 105' IN RIVER -L- +15 115' SET -L- +00 75' IN RIVER 85' SET 14.44' 55' SET -Y1- +00 15.56' SET 65' SET -Y1- +00 110' SET -Y1- +42.73 95' SET -Y1- +42.73 T T T 15" CM P 15" H D P E BS T B S T GR G R G A B A N D 1 S F D 1 S F BL K B U S 5' +/- B L K W A L L H D P E 15 " H E A D S P R I N G CO T T A T E R R A 1 5" G R G R G R W A L L 2' B L K GR GR D.B. L21 PG. 1940 D.B. G23 PG. 1532 D.B. L30 PG. 1301 D.B. D24 PG. 2045 D.B. W 18 PG. 822 D.B. O30 PG. 486 g g g g g g g g B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A.H. TEBAULT A.H. TEBAULT HOW ARD HICKM AN JERRY ANSELM O EI P EI P EI P EI P 12 6 . 8 7 S 3 6 ° 5 7 ' 13 " E 10 . 8 1 S 3 6 ° 5 7 ' 18 " E 118 .6 2 S 18 °2 2 '10 " E 393.85 N 63°17'59" E 198.11S 79°53'00" E 7 8 .9 1 N 2 3 °19 '5 1" W 12 1.2 9 S 18 °2 2 '11" E 360.97 N 62°54'04" E 244 .39 S 69°08'05" W 383.62 N 62°54'04" E 408.71 N 62°54'04" E 18 3 .4 9 S 17 °14 '2 0 " E 6 1.5 5 N 2 0 °5 1'18 " W 2 6 . 5 1 N 3 1° 18 ' 5 1" W 7 8 .8 8 N 16 °13 '12 " W 3 9 .3 4 N 2 4 °16 '3 2 " W 5 6. 2 1 N 2 9 ° 1 1' 2 6" W 58.11 N 58°07'26" E 4 7. 8 2 N 8 1°2 5' 0 4 " E2 3. 2 4 N 8 8 ° 5 9' 3 6" E 8 8 .7 5 N 14 °4 7 '5 1" W 7 1. 8 8 N 6 0 ° 2 2' 5 3" E 112. 12 N 7 4 ° 10' 12" E RR S PI K E R R S PI K E RR S PI K E RR S PI K E EI P Y Y Y Y Y Y Y Y Y Y Y Y X X X X X X X X X X X X XXX X X X X XXX X X X X X X X X X X X X X X Y XY Y Y Y X X X XX X X X X X X X X X X X X X X X XX X X X X X { { W S S S S T A N K P R O P A N E 1 S F D S H E D S H E D S 1 S F D BARN 3 S B W 3 SBW3 SB W 3 S B W 3 S B W 3 S B W 3 SBW 3 SBW 3 SBW 3 S B W M T L 48" WW S T E P S B L O C K WA L L C O N C 3 S B W BRIDGE #172 WD WD 1941.66' ELEV= 48" CHL C O N C W E L L S T E P S P P P P R P P 50' R/W 6 0 ' R / W EXIST. R/W E X IS T . R /W 6 0 ' R / W E X IS T . R /W EXIST. R/W 6 0 ' R / W EXIST. R/W 3 0 ' R / W E X IS T . R /W E X IS T . R /W T A N K S E P TI C b b b b R Q Q QQ o o a I r S.R. 1456 ROSE CREEK ROAD 20' BST 10' GRAVEL G R A V E L 1 0' B S T 12' B S T 8' SOIL 2 0 ' B S T N C 2 8 B R Y S O N C IT Y R O A D 10' SOIL T O IO T LA S .R . 14 5 6 R O S E C R E E K R O AD 2 0 ' B S T EXIST. R/W S67°24'44"W 134 .43 N C 2 8 B R YS ON C IT Y R O A D 2 0 ' B S T 1941.62' ELEV= W O O D S WOODS W O O D S F F F F F F 15 " C M P 15 " C M P 15 " C M P 2 4 " C M P BRI D G E F O O T ELEVATION UNKNOWN 5 STEEL I-BEAM S ON SR 1456 ROSE CREEK ROAD BRIDGE NO. 172 OVER LITTLE TENNESSEE RIVER TIMBER DECK W ITH ASPHALT OVERLAY B3868 8.2970701 BRIDGE DESCRIPTION LIT T LE T E N N E S S E E R IVE R B R A D L E Y C R E E K 3 0 .0 0 ' E X IS T IN G R / W E X IS T IN G R / W GR 12" CM P G R GATE MTL GATE MTL GA T E M T L M T L MTL M TL M T L 15" CM P 36"W W & 2SB W DIRECTIONAL KENNETH R KRESGE D.B. H31 PG. 818 HAZEL C. STRAIT JAM ES H. PARRISH KENNETH BALM ER D.B. B30 PG. 1394 B B B S 0 2 °3 6'2 2 " W S 83°15'24" E 70.92' EI P EI P FOUND NO DEED DESCRIPTION LAND RECORDS AS PER M ACON COUNTY N 0 2 °2 0'5 8 " E 2 4 " C M P WOODS FOUND NO DEED DESCRIPTION LAND RECORDS AS PER M ACON COUNTY JIM M Y W . LONG D.B. V27 PG. 1586 D.B. D66 PG. 473 ROBERT GENE PARRISH D.B. E31 PG. 2653 A. H. TEBAULT JR. TRUSTEE D.B. C23 PG. 2196 CHARLES HENSON D.B. 1A PG. 9238 ARBUTUS M cCOY D.B. 1A PG. 9238 ARBUTUS M cCOY D.B. 1A PG. 9238 ARBUTUS M cCOY SENSITIVE AREA ENVIRONMENTALLY SENSITIVE AREA ENVIRONM ENTALLY 18" CMP TO REM AIN IN PLACE EXISTING BRIDGE 2GI 2:12: 1 D ( Not to Scale) d STAN DARD 'V' DITCH DETAIL C Ground Natural Ground Natural Type of Liner= CL I Rip-Rap M ax. d= 1 Ft. M in. D= 2 Ft. FRO M -Y1- STA. 17+40 TO STA. 18+30 LT 403 414 415 418 401 402 404 405 406 407 412 413 420 419 RETAIN FRO M -L- STA. 19+24 TO STA. 21+43 LT 2G I 2GI 2G I 2GI LATERAL 'V' DITCH ( Not to Scale) 2:12: 1 D b d 1"/Ft. DETAIL A Ground Natural FRO M -L- STA. 14+48 TO STA. 17+29 RT b= 5 Ft. M ax. d= 1.5 Ft. M in. D= 2.5 Ft. LATERAL 'V' DITCH ( N ot to Scale) D 2:12: 1 b DETAIL B Ground Natural b=5 Ft. M in. D=1.5 Ft. 1"/Ft. 422 421 426 2GI 2GI RETAIN 18" 15" 15 " 423 424 425 15 " 15" 1 8 "24" 1 8 " 15" C SP 1 5 " Type of Liner= CL B RIP RAP REM O VE RETAIN DO NOT USE RCP DO NOT USE RCP 1 5 " 1 5 " 1 5 " ( N ot to Scale) RIP RAP AT EM BANKM ENT DETAIL D 10'm in. 1.0'm in. -L- STA. 17+20 RT. -L- STA. 19+20 LT. G eotextile= 47 sy Type of Liner= 50 TO NS,CL II Rip-Rap Geotextile= 22 sy Type of Liner= 25 TO NS,CL II Rip-Rap 2G I BDO 2:1 D Fl att er 4: 1 or d ( Not to Scale) DETAIL E Ground Natural M ax. d= 1.0 Ft. M in. D= VARIES Type of Liner= CL B Rip-Rap FRO M -DRW 2- STA. 10+11 TO STA. 12+92 CUT DITCH Geotextile= 187 sy CL B Rip-Rap = 50 TO NS 2G I 2G I DI SEE XSC G RADE TO DRAIN -Y1- STA 15+15 to STA 17+40 LT. Std. N o. 240.01 BERM DITCH SEE XSC DRAIN GRADE TO FO R RIP-RAP SEE STRUCTURE PLAN S W / 10 SY GEO TEXTILE 3 TO NS CL 'B' RIP-RAP W / 7 SY G EO TEXTILE 2 TO N S CL 'B' RIP-RAP W / 7 SY GEO TEXTILE 2 TO NS CL 'B' RIP-RAP W / 7 SY GEO TEXTILE 2 TO NS CL 'B' RIP-RAP W / 11 SY G EO TEXTILE 3 TO N S CL 'B' RIP-RAP CL B RIP RAP SEE DETAIL 'C' W / 64 SY GEO TEXTILE 51 TO N S CL I RIP-RAP STANDARD 'V' DITCH SEE DETAIL 'B' DDE = 46 CY. LATERAL 'V' DITCH SEE DETAIL 'A' W / 504 SY G EO TEXTILE 192 TO N S CL 'B' RIP-RAP DDE = 162 CY. LAT. 'V' DITCH SEE DETAIL 'D' w/ 47 SY. G EO TEXTILE 50 TO NS CL II RIPRAP RIP-RAP EM BANKM EN T SEE DETAIL 'D' w/ 22 SY. G EO TEXTILE 25 TO N S CL II RIPRAP RIP-RAP EM BAN KM EN T SEE DETAIL 'E' W / 187 SY GEO TEXTILE 50 TO NS CL 'B' RIP-RAP CUT DITCH F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FF C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F C C F F F F F F F F F C C C C C C C C C C N C 2 8 N A D 83 - Y - S T A . 1 3 + 0 5 . 8 1 - L - S T A . 1 4 + 7 1 . 4 6 - D R W 1 - S T A . 1 0 + 1 0 . 0 0 - L - S T A . 2 1 + 5 0 . 0 0 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET N O .PRO JECT REFEREN CE NO . HYDRAULICSROADWAY DESIG N ENG INEER ENG IN EER 5B-3868 2 7 - F E B - 2 0 1 5 1 0 : 4 7 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ p f l . d g n $ $ $ $ U S E R N A M E $ $ $ $ PI = 17+75.92 EL = 1,939.24' VC = 205' K = 53 PI = 19+41.77 EL = 1,940.21' (+)1.9971% VC = 83' K = 59 PI = 13+00.00 EL = 1,956.38' VC = 600' K = 92' PI = 18+42.28 EL = 1,948.67' VC = 100' K = 79 PI = 22+13.23 EL = 1,947.19' VC = 42' K= 9 V = 45 MPH V = 45 MPH V = 20 MPH PI = 11+80.00 EL = 1,942.89' VC = 152' K = 96 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA = 23,800 = 25 = 26,400 = 100 = 1938.5 = 54,000 = 500+ = 1946.0 10 11 12 13 14 15 16 17 18 19 20 21 22 1,900 1,910 1,920 1,930 1,940 1,950 1,960 1,970 (-)0.7070% (+)0.8737% (-)0.4000% ( - )5 .2786% 1,900 1,910 1,920 1,930 1,940 1,950 1,960 1,970 1,930 1,940 1,950 1,960 1,970 RIGHT DITCH LEFT DITCH ELEV. 1925.40 STA. 19+22.43 (LT) BEGIN LATERAL 'V' DITCH ELEV. 1,925.00 STA. 17+28.96 (RT) END LATERAL 'V' DITCH -19.5861 %-23.7979 % 1.5 : 11. 5 : 1 10 11 12 13 14 15 16 17 18 19 20 21 1,900 1,910 1,920 1,930 1,940 1,950 1,960 1,970 (+)2.7863% (-)3 .6020% (-)3 .6020% (+)0.5868% (+)1.9971% BEGIN GRAD E EL = 1,943.45' -L- STA. 11+00.00 -L- (SR 1456) -Y1- (N C 28) BEGIN BRID GE -L- STA. 16+81.00 -L- STA. 16+67.00 BEGIN APPROACH SLAB -L- STA. 19+86.00 -L- STA. 20+00.00 END BRID GE END APPROACH SLAB -L- STA. 22+35.82 END GRAD E (+)3.4450% (+)3.5258% (+)5.9806% (+)5.6404% (+)5.5293% -3.1794% -3 .6946% -2.4763% -1.3563% SEE SHEET 4 FO R PLAN VIEW ELEV. 1,933.00 STA. 14+48.38 (RT) BEGIN LATERAL 'V' DITCH ELEV. 1,929.97 PI STA. 15+43.48 ELEV. 1,927.59 PI STA. 16+07.86 ELEV. 1,925.28 PI STA. 17+08.08 ELEV. 1936.60 STA. 21+44.73 (RT) END LATERAL 'V' DITCH ELEV. 1934.38 PI STA. 21+04.58 ELEV. 1931.50 PI STA. 20+53.52 ELEV. 1927.84 PI STA. 19+92.28 ELEV. 1926.22 PI STA. 19+46.50 ELEV. 1857.97 STA. 17+41.48 (LT) BEGIN STANDARD 'V' DITCH ELEV. 1838.18 STA. 18+35.46 (LT) END STANDARD 'V' DITCH ELEV. 1846.00 PI STA. 18+02.60 EL = 1,948.02' -Y1- STA. 10+00.00 BEGIN GRAD E - Y 1 - S T A . 1 5 + 9 6 . 4 9 - L - S T A . 2 2 + 4 8 . 2 2 - Y 1 - S T A . 2 0 + 5 8 . 5 0 - D R W 2 - S T A . 1 0 + 1 1 . 1 8 -Y1- STA. 21+75.30 END GRAD E ELEV. 1,944.87' ELEV. 1,946.20' = 1,936.7 W O RK PAD TEM PO RARY W S 08/6/2013 OBSERVED O N TO P 1' DEPTH W ITH CLASS B RIP RAP CLASS II RIP RAP FO R CL II RIP-RAP SEE STRUCTURE PLAN S 10 YR W SEL =1935.2 25 YR W SEL =1936.7 100 YR W SEL =1938.46 w/ 4ft. CAPS 1 @ 90' , 1 @ 120' , 1 @ 95' PLATE G IRDERS O SKEW = 90 EL = 1,948.27' CL Sta. -L- 18+33.50 R E V I S I O N S D E S I G N R E V I S I O N T R M 1 / 2 7 / 1 5 : I N C O R P O R A T E D N E W G R O U N D P R O F I L E S F O R - L - A N D - Y 1 - . SEE SHEET 4 FO R PLAN VIEW 10 11 12 13 1,930 1,940 1,950 10 11 12 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET N O .PRO JECT REFEREN CE NO . HYDRAULICSROADWAY DESIG N ENG INEER ENG IN EER 6B-3868 2 7 - F E B - 2 0 1 5 1 0 : 4 7 R : \ R o a d w a y \ P r o j \ B - 3 8 6 8 _ R d y _ p f l . d g n $ $ $ $ U S E R N A M E $ $ $ $ -Y--D RW 1- 1,920 1,930 1,940 1,950 PI = 10+41.06 EL = 1,947.11' (-) 11. 3 3 0 7 % PI = 11+77.16 EL = 1,931.68' (- )5 .8 3 4 5% 1,920 1,930 1,940 1,950 (-)0.40% -D RW 2- 1,930 1,940 1,950 1,960 1,930 1,940 1,950 1,960 10 11 12 13 1,920 EL = 1,946.73' -Y- STA. 11+50.00 BEGIN GRAD E END GRAD E -Y- STA. 12+95.81 END GRAD E EL = 1,947.23' BEGIN GRAD E -D RW 1- STA. 10+10.00 -D RW 1- STA. 12+10.06 EL = 1,942.99' BEGIN GRAD E -D RW 2- STA. 10+11.18 END GRAD E -D RW 2- STA. 12+92.00 ELEV. 1,964.37' ELEV. 1,929.76' ELEV. 1,946.13' PI = 11+83.08 EL = 1,946.62' (-)0.3274% PI = 12+82.64 EL = 1,946.92' (+)0.3000% (- )6 .0 0 15% (+)1.6710% PI = 10+80.00 EL = 1,944.14' VC = 110' K = 17 PI = 12+30.00 EL = 1,956.14' (+)8.0000% (+)13.2742% VC = 84' K = 16 VC = 50' K = 80 VC = 19' K = 3 VC = 62' K = 6 VC = 64' K = 12 R E V I S I O N S SEE SHEET 4 FO R PLAN VIEW SEE SHEET 4 FO R PLAN VIEW SEE SHEET 4 FO R PLAN VIEW D E S I G N R E V I S I O N T R M 1 / 2 7 / 1 5 : R E V I S E D T H E G R A D E O N - D R W 2 - A N D C O R R E C T E D T H E - Y - P R O F I L E .