The URL can be used to link to this page

Home My WebLink About20150672 Ver 1_Application_20150710 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 July 10, 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 13 for the proposed replacement of Bridge No. 13 over Nicholson Creek on SR 1119 in Transylvania County, Federal Aid Project No. BRZ-1119(4), Division 14, WBS 38592.1.1, TIP No. B-4822. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 13 over Nicholson Creek with a 71’ long cored slab bridge just west of the existing alignment. Traffic will be maintained on the existing bridge during construction. As a result of the bridge replacement, there will be 135 linear feet of stream bank stabilization impacts. Please see enclosed copies of the Pre-Construction Notification (PCN), stormwater management plan, permit drawings and design plans for the above-referenced project. The Categorical Exclusion (CE) was completed in June 3, 2014 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: 13 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 13 over Nicholson Creek on SR 1119 2b. County: Transylvania 2c. Nearest municipality / town: Brevard 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4822 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: 35.2166 Longitude: - 82.7287 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.62 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Nicholson Creek 2b. Water Quality Classification of nearest receiving water: C; Tr 2c. River basin: French Broad 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 45% forest land, 30% developed or disturbed lands (roadsides and residential areas), and 25% cultivated land (agricultural fields and pastures). 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: 200 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient bridge (sufficiency rating of 6 of 100 and structural evaluation appraisal of 3 of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 31-foot single-span bridge with a 71-foot single-span cored slab bridge just west of the existing alignment. Traffic will be maintained on the existing bridge during construction. 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 1 perennial stream, Nicholson Creek. 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): Erin Cheely 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 Site 5 P T Yes No Corps DWQ 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within the construction footprint. 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 Bank Stabilization Nicholson Creek PER INT Corps DWQ 18 135 Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ Site 5 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 135 Perm 0 Temp 3i. Comments: 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 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 Exca vated 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 new bridge will be just over twice as long as the existing bridge and will span Nicholson Creek. Stormwater runoff from the bridge deck will be conveyed through a grated inlet and 15" pipe into the existing roadway ditch at the north- eastern corner of the proposed bridge. A rip-rap pad will be provided at the outlet of the 15' pipe to protect against erosion. Drainage from the northwest will be conveyed in a proposed V-ditch to Nicholson Creek. Class 'I' rip rap will be provided at the outlet of the proposed V-ditch to protect the streambank from erosion. Drainage from the southwest being carried in the existing roadway ditch will be picked up with an 18" open ended pipe to be carried under the two existing driveways at the south-western corner of the project. Drop-inlets will be provided up-grade of each driveway to pick up drainage flowing in existing ditches beside the driveways. This drainage system will outlet into a proposed 2' base ditch which will flow to Nicholson Creek. A rip-rap pad will be provided at the outlet of the drainage system and class 'I' rip rap will be provided at the outlet of the proposed 2' base ditch to protect against erosion. Existing drainage patterns will convey project drainage on the eastern side of the proposed roadway. Class 'I' rip rap will be added at the outlet of the existing roadway ditch at the the north-eastern corner of the proposed bridge to protect the streambank from erosion. As the proposed roadway and bridge are located upstream of the existing structure, the existing bridge abutments and existing pavement will be removed. Streambanks are nearly vertical within the project area; therefore streambanks will be laid back at a slope of 1.5:1 and lined with class 'I' rip-rap to protect against erosion. 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. Though no trout moratorium is required for this project, Design Standards in Sensitive Watersheds will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 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 the U.S. from bank stabilization. See section 4h below. 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: none 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 8 4h. Comments: The NCDOT does not propose mitigation for the 135 linear feet stream bank stabilization impacts. These impacts do not 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. 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 6/3/14 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 J u l y 2 0 1 2 ) B- 4 8 2 2 ( 3 8 5 9 2 . 1 . 1 ) Co u n t y ( i e s ) : Tr a n s y l v a n i a Page 1of 1 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 : Urban 91 0 ' 30 0 0.41 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 No n e 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 C Ot h e r S t r e a m C l a s s i f i c a t i o n : Su n g a t e D e s i g n G r o u p , P A Ci t y / T o w n : (9 1 9 ) 8 5 9 - 2 2 4 3 Hy d r a u l i c s U n i t Ad d r e s s : Br e v a r d (9 1 9 ) 7 0 7 - 6 7 2 6 Tr a n s y l v a n i a ac. Ge n e r a l P r o j e c t N a r r a t i v e : Th i s p r o j e c t i n v o l v e s t h e r e p l a c e m e n t o f B r i d g e N o . 8 7 0 0 1 3 o v e r N i c h o l s o n C r e e k o n S R 1 1 1 9 ( S u g a r l o a f R d . ) i n T r a n s y l v a n i a C o u n ty, NC. The existing bridge, a 1@ 31' ti m b e r f l o o r o n I - b e a m s w i t h t i m b e r c a p s a n d t i m b e r p i l e s w i l l b e r e p l a c e d w i t h a 1 @ 7 0 ' 2 4 " C o r e d S l a b B r i d g e w i t h 2 ' - 6 " E n d B e nt Caps. Bridge replacement and associated ro a d w a y i m p r o v e m e n t s h a v e b e e n d e s i g n e d i n a m a n n e r t o m i n i m i z e t h e i n c r e a s e i n i m p e r v i o u s s u r f a c e a r e a t o t h e m a x i m u m e x t e n t p ossible. No deck drains will be required wi t h t h i s p r o j e c t . S t o r m w a t e r r u n o f f f r o m t h e b r i d g e d e c k w i l l b e c o n v e y e d t h r o u g h a g r a t e d i n l e t a n d 1 5 " p i p e i n t o t h e e x i s t i ng roadway ditch at the north-eastern corner of the pr o p o s e d b r i d g e . A r i p - r a p p a d w i l l b e p r o v i d e d a t t h e o u t l e t o f t h e 1 5 ' p i p e t o p r o t e c t a g a i n s t e r o s i o n . D r a i n a g e f r o m t h e N orth-West will be conveyed in a proposed V-ditch to Ni c h o l s o n C r e e k . C l a s s ' I ' r i p r a p w i l l b e p r o v i d e d a t t h e o u t l e t o f t h e p r o p o s e d V - d i t c h t o p r o t e c t t h e s t r e a m b a n k f r o m e r o s i on. Drainage from the South-West being carried in th e e x i s t i n g r o a d w a y d i t c h w i l l b e p i c k e d u p w i t h a n 1 8 " o p e n e n d e d p i p e t o b e c a r r i e d u n d e r t h e t w o e x i s t i n g d r i v e w a y s a t t h e south-western corner of the project. Drop-inlets wi l l b e p r o v i d e d u p - g r a d e o f e a c h d r i v e w a y t o p i c k u p d r a i n a g e f l o w i n g i n e x i s t i n g d i t c h e s b e s i d e t h e d r i v e w a y s . T h i s d r a i n a g e system will outlet into a proposed 2' base ditch wh i c h w i l l f l o w t o N i c h o l s o n C r e e k . A r i p - r a p p a d w i l l b e p r o v i d e d a t t h e o u t l e t o f t h e d r a i n a g e s y s t e m a n d c l a s s ' I ' r i p r a p will be provided at the outlet of the proposed 2' base di t c h t o p r o t e c t a g a i n s t e r o s i o n . E x i s t i n g d r a i n a g e p a t t e r n s w i l l c o n v e y p r o j e c t d r a i n a g e o n t h e e a s t e r n s i d e o f t h e p r o p o s e d roadway. Class 'I' rip rap will be added at the ou t l e t o f t h e e x i s t i n g r o a d w a y d i t c h a t t h e t h e n o r t h - e a s t e r n c o r n e r o f t h e p r o p o s e d b r i d g e t o p r o t e c t t h e s t r e a m b a n k f r o m e r o s ion. As the proposed roadway and bridge are lo c a t e d u p s t r e a m o f t h e e x i s t i n g s t r u c t u r e , t h e e x i s t i n g b r i d g e a b u t m e n t s a n d e x i s t i n g p a v e m e n t w i l l b e r e m o v e d . S t r e a m b a n k s a re nearly vertical within the project area; th e r e f o r e s t r e a m b a n k s w i l l b e l a i d b a c k a t a s l o p e o f 1 . 5 : 1 a n d l i n e d w i t h c l a s s ' I ' r i p - r a p t o p r o t e c t a g a i n s t e r o s i o n . I t w i ll be necessary to excavate 2' below the low steel of the pr o p o s e d b r i d g e i n o r d e r t o p r o v i d e m a i n t e n a n c e a c c e s s . T h i s o v e r b a n k e x c a v a t i o n w i l l e x t e n d t o t h e d o w n s t r e a m s i d e o f t h e e x i sting bridge to avoid creating abrupt changes in o v e r b a n k g e o m e t r y . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 230 0. 6 2 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . 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 An d r e w N o t t i n g h a m , 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 - 1 5 9 0 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 : 8/19/2014 91 5 J o n e s F r a n k l i n R o a d 15 9 0 M a i l S e r v i c e C e n t e r Ra l e i g h , N C 2 7 6 0 6 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- 4 8 2 2 ( 3 8 5 9 2 . 1 . 1 ) Co n t r a c t o r / D e s i g n e r : an o t t i n g h a m @ n c d o t . g o v Fr e n c h B r o a d 6- 2 8 jc l e m m o n s @ s u n g a t e d e s i g n . c o m 2 @ 1 0 ' P a v e d L a n e s w / 4 ' P a v e d S h o u l d e r s a n d 2 ' G r a s s e d S h o u l d e r s 32 ' S P - S P 2 @ 1 0 ' P a v e d L a n e s w / 4 ' G r a s s e d S h o u l d e r s 28 ' S P - S P 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 : Tr o u t W a t e r s ( T r ) Pr i m a r y : Ni c h o l s o n C r e e k Ha n d Existing Existing 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 ) 1 4 + 8 0 - 1 5 + 5 9 - L - ST R E A M B A N K S T A B I L I Z A T I O N 0 . 0 1 1 3 5 TO T A L S * : 0 . 0 1 1 3 5 0 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : AT N R e v i s e d 3 / 1 2 / 1 3 SHEET 6OF 6NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 03-11-2015 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 B-4822 TRANSYLVANIA COUNTY BRIDGE 13 ON SR 1119 OVER NICHOLSON CREEK 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 25501005025501005051020 10 DT ======%%MPH ADT % * 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 SUB-REGIONAL TIER 000PROFILE (HORIZONTAL) P R O J E C T L E N G T H S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA S I G N A T U R E : S I G N A T U R E : P . E . P . E . GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R L O C A T I O N : T Y P E O F W O R K : 09/08/99 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 00016-FEB-2015 09:31R:\Roadw ay\Proj\B4822_Rdy_tsh.dgn$$$$USERNAME$$$$CON TRACT: 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 R O A D W A Y D E S I G N E N G I N E E R === 0 . 1 7 2 M I L E S 0 . 0 1 3 M I L E S 0 . 1 5 9 M I L E S 4 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 : P r e p a r e d i n t h e O f f i c e o f : 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 K C I h t t p : / / w w w . k c i . c o m N C D O T C O N T A C T : P l a n s P r e p a r e d F o r : R a l e i g h N C , 2 7 6 1 0 1 0 0 0 B i r c h R i d g e D r . P R O J E C T D E S I G N E N G I N E E R F a x ( 9 1 9 ) 7 8 3 - 9 2 6 6 P h o n e ( 9 1 9 ) 7 8 3 - 9 2 1 4 R a l e i g h , N C 2 7 6 0 9 L a n d m a r k C e n t e r I I , S u i t e 2 2 0 4 6 0 1 S i x F o r k s R o a d K C I A s s o c i a t e s o f N . C . , P . A . ADT 2036300 VICINITY MAP See Sheet 1-B for Conventional Symbols See Sheet 1-A For Index of Sheets 3 8 5 9 2 . 1 . 1 T R A N S Y L V A N I A C O U N T Y B R Z - 1 1 1 9 ( 4 ) LEN G T H O F R O A D W A Y T I P P R O J E C T B - 4 8 2 2 LEN G T H O F S T R U C T U R E T I P P R O J E C T B - 4 8 2 2 TOT A L L E N G T H O F T I P P R O J E C T B - 4 8 2 2 2016230 * (TTST =2%9 40 B R I D G E N O . 1 3 O V E R N I C H O L S O N C R E E K O N S R 1 1 1 9 ( S U G A R L O A F R O A D ) Gallimore RdLoaf Rd SugarLaneDeerwoode Club Rd Country556 - L - S U G A R L O A F R O A D TO SR 1118 T O D E E R W O O D E L A N E NI C H O LS O N C REEK - L - S T A . 1 4 + 7 5 + / - B E G I N B R I D G E - L - S T A . 1 5 + 4 5 + / - E N D B R I D G E THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. F E B R U A R Y 2 0 , 2 0 1 5 S R 1 1 1 9 B - 4 8 2 2 B A R R Y C . S M I T H , P . E . P R O J E C T E N G I N E E R - R O A D W A Y D E S I G N TIP PROJECT: B-4822PROJECTVFUNC CLASS = RURAL LOCAL 9 1 5 J O N E S F R A N K L I N R O A D R A L E I G H , N O R T H C A R O L I N A 2 7 6 0 6 T E L ( 9 1 9 ) 8 5 9 - 2 2 4 3 F A X ( 9 1 9 ) 8 5 9 - 6 2 5 8 SU N G A T E D E S I G N G R O U P , P . A . E N G F I R M L I C E N S E N O . C - 8 9 0 P . E . D E W A Y N E L . S Y K E S , P . E . - L - P O T S T A . 1 0 + 7 5 B E G I N S T A T E T I P P R O J E C T B - 4 8 2 2 - L - P O T S T A . 1 9 + 8 5 E N D S T A T E T I P P R O J E C T B - 4 8 2 2 DUAL =4%)K CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE 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 . R O N E . M C C O L L U M , P E , 3 8 5 9 2 . 2 . F D 1 B R Z - 1 1 1 9 ( 4 ) R / W & U T I L . J A N U A R Y 1 9 , 2 0 1 6 DucktownRocky Hill BREVARD111911161118111715431119City Limits BrevardCity Limits Brevard City Limits Brevard N S R S 2007 N A D 83/ 64 276 27664 276 Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equalit y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t Propos e d T e m p o r a r y D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t U t i l i t y E a s e m e n t HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : ROA D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R}T pQle]/b H - F r a m e P o l e O O P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W v v D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U / G T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale 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 . 1 B B - 4 8 2 2 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 02/03/15Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos e d T e m p o r a r y U t i l i t y E a s e m e n t T U E Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E Propos e d A e r i a l U t i l i t y E a s e m e n t C R Propos e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S 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 U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos e d C o n t r o l o f A c c e s s L i n e w i t h HPBExisting Historic Property Boundary G R G R 11’ GR 10’ BST W O O D S SOIL N C G R ID N A D 8 3/ N S R S 2 0 0 7 G R W O O D S 2 1’ B S T S R 1119 S U G A R L O A F R D . N IC H O L S ON C R E E K NIC H OLS O N CREE K 21’ BST SR 1119 SUGAR LOAF RD.ELEV.=2,110.60’E=886,538.6456 N=555,060.5517 LOCALIZED PROJECT COORDINATES NCDOT BASELINE STATION "BL-1" E L E V . = 2 , 1 1 2 . 5 4 ’ E = 8 8 6 , 6 3 4 . 8 4 2 5 N = 5 5 4 , 5 6 2 . 8 4 5 2 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T B A S E L I N E S T A T I O N " B L - 2 " E L E V . = 2 , 1 1 7 . 5 7 ’ E = 8 8 6 , 8 3 3 . 0 5 6 7 N = 5 5 4 , 2 5 2 . 2 7 4 4 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T B A S E L I N E S T A T I O N " B L - 3 " B M # 1 = 2 , 1 1 3 . 1 9 ’ B M # 2 = 2 , 1 2 7 . 0 1 ’ I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N O T E S : 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G P R O J E C T C O N T R O L D A T A A T : T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . H T T P S : / / C O N N E C T . N C D O T . G O V / R E S O U R C E S / L O C A T I O N / ****************************************8" SPIKE SET IN BASE OF 15" OAK TREE L STATION 13+12.00 10 RIGHT N 554773 E 886506 BM1 ELEVATION = 2113.19 ********************************************************************************8" SPIKE SET IN BASE OF 10" BIRCH TREE L STATION 19+02.00 38 RIGHT N 554251 E 886793 BM2 ELEVATION = 2127.01 ****************************************3 BL-3 554252.2744 886833. 0 5 6 7 2 1 1 7 . 5 7 1 9 + 3 5 . 0 7 1 5 . 6 3 R T 2 BL-2 554562.8452 886634 . 8 4 2 5 2 1 1 2 . 5 4 1 5 + 5 5 . 4 7 4 1 . 3 4 L T 1 BL-1 555060.5517 886538 . 6 4 5 6 2 1 1 0 . 6 0 1 0 + 2 4 . 8 2 1 6 . 3 3 L T ------------ ---------------- ---------------- ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POINT DESC. NORTH EAST E L E V A T I O N L S T A T I O N O F F S E T BL ’ 2 0 " W 702S 423. 3 1 ’ ELEV . = 2 , 1 1 0 . 6 8 ’ E=886 , 5 3 6 . 9 0 5 0 N=55 5 , 0 2 7 . 1 2 5 0 NCDOT GPS S T A T I O N " G 1 0 2 " 3 8 5 9 2 . 1. 1 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 . 6/2/9916-FEB-2015 09:46R:\Roadway\Proj\b4822_ls_1c.dgn$$$$USERNAM E$$$$ L o c a t i o n a n d S u r v e y s N O T E : D R A W I N G N O T T O S C A L E S U R V E Y C O N T R O L S H E E T B - 4 8 2 2 - P R E L I M I N A R Y - G E O I D M O D E L - - G E O I D 0 3 > > B - 4 8 2 2 _ L S _ C O N T R O L . T X T BEGIN TIP PROJECT B-4822-L- POT STA. 10+75.00 E N D T I P P R O J E C T B - 4 8 2 2 - L - P O T S T A . 1 9 + 8 5 . 0 0 -L- PRELIMINARYTYPESTATIONNORTHEASTPOT10+00.00555086.1486886523.5626PC 12+22.13554864.2927886512.5609PT 14+49.35554642.9687886553.9120PC 15+89.47554514.9747886610.9108PT 18+90.92554289.3222886804.4029POT19+86.75554237.4414886884.9684 - L - P C S t a . 1 5 + 8 9 . 4 7 10 15 -L- POT Sta. 10+00.00 -L- PT Sta. 14+49.35 -L- PT Sta. 18+90.92 -L- POT Sta. 19+86.75 -L- - L- - L- P C St a. 12+ 22. 13 - P R E L I M I N A R Y - R O W M a r k e r I r o n P i n a n d C a p - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 0 + 7 5 . 0 0 3 0 . 0 0 5 5 5 0 1 2 . 7 2 6 5 8 8 6 4 8 9 . 8 8 4 8 L 1 2 + 2 5 . 0 0 5 5 . 0 0 5 5 4 8 6 3 . 8 2 3 1 8 8 6 4 5 7 . 4 7 9 5 L 1 4 + 4 9 . 3 5 5 5 . 0 0 5 5 4 6 2 0 . 5 9 4 1 8 8 6 5 0 3 . 6 6 8 8 L 1 5 + 8 9 . 4 7 5 5 . 0 0 5 5 4 4 9 2 . 6 0 0 2 8 8 6 5 6 0 . 6 6 7 6 L 1 7 + 7 5 . 0 0 5 5 . 0 0 5 5 4 3 2 3 . 8 6 9 4 8 8 6 6 7 5 . 4 4 9 0 L 1 9 + 2 0 . 0 0 2 9 . 3 8 5 5 4 2 4 8 . 8 7 7 9 8 8 6 8 1 2 . 9 4 4 7 DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYNCGS FOR MONUMENT "G102"WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OFNORTHING: 555027.125(ft) EASTING: 886536.905(ft)ELEVATION: 2110.68(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT(GROUND TO GRID) IS: 0.99977651THE N.C. LAMBERT GRID BEARING ANDLOCALIZED HORIZONTAL GROUND DISTANCE FROM"G102" TO -L- STATION 10+75.00 ISS 4702’20" W 23.31’ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCESVERTICAL DATUM USED IS NAVD 88 1 C - 1 CL G R A D E P O I N T - L - 4 :1 8 ’ 6 ’ 6 ’ 1 0 ’ 1 0 ’ 9 ’ W / G R 0 . 0 2 0 . 0 2 4 ’ 4 ’ 0 . 0 2 0 . 0 2 6 : 1 6 : 1 V A R . S L O P E S E E X - S E C T I O N S 2:1 V A R . S L O P E S E E X - S E C T I O N S 6 . 5 " C 1 C 1 E 1 T T E 1 G R A D E T O T H I S L I N E 2:1 MIN.LC1C1E2MIN.UU E2 C -L- C2C24"4"Detail Showing Method of Wedging CL G R A D E P O I N T - L - 4 :1 8 ’ 6 ’ 6 ’ 1 0 ’ 1 0 ’ 9 ’ W / G R 0 . 0 2 0 . 0 2 4 ’ 4 ’ 0 . 0 2 0 . 0 2 6 : 1 6 : 1 V A R . S L O P E S E E X - S E C T I O N S 2:1 V A R . S L O P E S E E X - S E C T I O N S 6 . 5 " C 1 C 1 E 1 T T E 1 G R A D E T O T H I S L I N E 2:1 C 1 C 1 U W 6 . 5 " R O A D W A Y T Y P I C A L S E C T I O N N O . 1 - L - S T A . 1 8 + 2 5 . 0 0 T O S T A . 1 9 + 8 5 . 0 0 - L - S T A . 1 0 + 7 5 . 0 0 T O S T A . 1 3 + 2 5 . 0 0 R O A D W A Y T Y P I C A L S E C T I O N N O . 1 R O A D W A Y T Y P I C A L S E C T I O N N O . 2 - L - S T A . 1 4 + 7 5 + / - T O S T A . 1 5 + 4 5 + / - G R A D E P O I N T CL - L - 0 . 0 4 1 0 ’ 1 0 ’ 0 . 0 4 5 ’ - 3 " 5 ’ - 3 " D O N O T U S E F O R C O N S T R U C T I O N 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 3 3 ’ 3 0 ’ - 6 " C 2 C 2 F D P S F D P S S E E P L A N S L O C A T I O N V A R I E S F D P S F D P S F a x ( 9 1 9 ) 7 8 3 - 9 2 6 6 K C I E n g i n e e r s P l a n n e r s S c i e n t i s t s C o n s t r u c t i o n M a n a g e r s 4 6 0 1 S i x F o r k s R o a d , L a n d m a r k C e n t e r I I , S u i t e 2 2 0 R a l e i g h , N C 2 7 6 0 9 - 5 2 1 0 P h o n e ( 9 1 9 ) 7 8 3 - 9 2 1 4 h t t p : / / w w w . k c i . c o m 0 . 0 8 0 . 0 8 0 . 0 8 0 . 0 8 - L - S T A . 1 5 + 4 5 + / - ( E N D B R I D G E ) T O S T A . 1 8 + 2 5 . 0 0 - L - S T A . 1 3 + 2 5 . 0 0 T O S T A . 1 4 + 7 5 + / - ( B E G I N B R I D G E ) U C1U*AS DIRECTED BY THE ENGINEER TEMPORARY ASPHALT WEDGINGOR AS DIRECTED BY THE ENGINEER MILL DEPTH AS SHOWN ON PLANSSEE TYPICALS FOR MIX TYPE *** R O A D W A Y T Y P I C A L S E C T I O N N O . 2 M ATCHLINE M ATCHLINE 0.02E1 FDPS0.08 VAR.C1USE IN GUARDRAIL LOCATIONS 2:1INSET A T Y P I C A L S E C T I O N O N S T R U C T U R E M ATCHLIN E SEE INSET A SEE INSET A VAR.3’6.5"T S T R U C T U R E T Y P I C A L S E C T I O N 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 . 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 2 A - 1 B - 4 8 2 2 P A V E M E N T D E S I G N 6/2/9916-FEB-2015 09:47R:\Roadway\Proj\B4822_Rdy_typ.dgn$$$$USERNAM E$$$$ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.PROFILE KEY-IN DETAILORIGINAL GROUND (25 LF PER 1" OF DEPTH)AS DIRECTED BY THE ENGINEER MILL 0" TO 1.25"*C1C2E1E2LAYERS.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATEREARTH MATERIAL.T EXISTING PAVEMENT.U W AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO THAN 5" IN DEPTH.BE PLACED IN LAYERS NOT TO EXCEED 1" IN DEPTH.VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL SHOWING METHOD OF WEDGING).AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO FINAL PAVEMENT SCHEDULE REMOVE 18" CMP Slope Fill SEE DETAIL 1 LAT V DITCH SEE DETAIL 2 AT EMBANKMENT CL 'I' RIP RAP 10 SY GEOTEXTILE EST 3 TONS PAD AT OUTLET CL 'B' RIP RAP Slope Fill Grade Ditch 1.5' GEOTEXTILE SEE DETAIL 2 AT EMBANKMENT CL 'I' RIP RAP SEE DETAIL 2 AT EMBANKMENT CL 'I' RIP RAP 7 SY GEOTEXTILE EST 2 TONS PAD AT OUTLET CL 'B' RIP RAP SEE DETAIL 3 LAT 2' BASE DITCH CL I RIPRAP GEOTEXTILE CL I RIPRAP GEOTEXTILE CL I RIPRAP GEOTEXTILE CL I RIPRAP GEOTEXTILE EL=2108.3 (OUTSIDE OF PROP BRIDGE) EL=2' BELOW LOW STEEL (UNDER PROP BRIDGE) TO 0.0' VARIES 8.0' SEE DETAIL 4 EST 220 SY GEOXTEXTILE EST 156 TONS STREAMBANK STABILIZATION CL 'I' RIP RAP EL=2109 (OUTSIDE OF PROP BRIDGE) EL=2' BELOW LOW STEEL (UNDER PROP BRIDGE) TO 100.0' VARIES 4.0' 15" W/ 2 ELBOWS (STR. PAY ITEM) CL 'II' RIP RAP (STR. PAY ITEM) CL 'II' RIP RAP TO STA. 15+72 -L- LT FROM STA. 15+60 SBG SEE DETAIL 4 EST 606 CY EXCAVATE EXIST FILL 8 / 1 7 / 9 9 0 4 TYPE-III TYPE-III TYPE-III TYPE-III 2 0 ' 5 ' - 3 " 5 ' - 3 " 8 :1 TA PER 2 0 ' 4 ' 4 ' PS PS -L- STA. 14+75+/- -L- STA. 14+64+/- -L- STA. 15+56+/- END APPROACH SLAB -L- STA. 15+45+/- 3 0 ' - 6 "-L--L- BEGIN BRIDGE END BRIDGEBEGIN APPROACH SLAB 2 0 ' 4 ' 4 ' P S P S 8:1 TAPER RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50') 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 UNLESS OTHERWISE STATED. NOTE: ALL DRIVEWAY RADII ARE 10' 8:1 TAPER FOR STRUCTURE PLANS, SEE SHEETS S-1 TO S-? FOR -L- PROFILE, SEE SHEET 5 8:1 TAPER Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers 4601 Six Forks Road, Landmark Center II, Suite 220 Raleigh, NC 27609-5210 Phone (919) 783-9214http://www.kci.com HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-4822 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 4 - M A Y - 2 0 15 10 : 2 0 M : \ 2 0 1 4 \ 2 2 1 4 5 3 7 1 A N C D O T B - 4 8 2 2 \ R o a d w a y \ P r o j \ B 4 8 2 2 _ R d y _ p s h _ 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ R E V IS I O N S TL-2 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 0 5 / 0 6 / 15 - R / W R E V I S I O N : A D D E D O F F S E T S T O E X I S T I N G R I G H T O F W A Y C A L L O U T S . - B C S N 87°58'05" E 68.62' N 87°58'05" E 34.40' S 78°36'11" E 40.46' N 75°27'30" E 27.87' N 42°29'38" E 49.49' N 84°38'24" E 62.29' N 7 3 °0 6 '0 1" E 8 8 .14 ' N 6 4 °2 3 '2 8 " E 5 4 .4 2 ' N 7 0 °5 5 '5 6 " E 15 5 .5 8 ' N 37°21'49" W 75.73' N 52°17'32" W N 52°03'49" W 61.54' S 73°55'40" W 30.94' S 3 7 ° 3 9' 2 2 " W 2 2 5. 3 1' S 7 7 °3 9 '5 6 " W 15 6 .3 3 ' N 01°31'23" E 428.00' S 6 4 °3 5 '4 6 " W 5 9 .0 6 ' S 5 3 ° 17 ' 2 6 " W 19 3 . 9 6 ' S 7 6 °13 '2 5 " W 18 4 .5 4 ' N 8 4 °4 7 '2 7 " W 6 0 .5 8 ' S 02°45'13" W S 37°39'22" W 5.02' EIP 40 " POPLAR EIP EIP EIP EIP EIP EIP MON CONC EIP EIP DB 335 PG 126 ALLISON FAMILY TRUST DB 330 PG 470 TRANSYLVANIA COUNTY BOARD OF EDUCATION 818.94' (T O T A L) 3S E L E C 36" W W & 1S B W S 36" WW & 1SBW SIGN WD GR 3S ELEC 5SBW GR 1SFD CONC HOUSE WELL BARN BARN S 3S ELEC AREA ROCK & DIRT 1SBLKD 1SBKD HOUSE WELL 12' GR 18" CMP 11' GR 10 ' B S T WOODS WOODS 5S B W PROPANE TANK325 GAL & SPIGOT BOX POWER TELE PEDCATV & 9 ' G R TC TC ELEV.2113.04' ELEV.2113.14' S OILGATE MTL TC GATE MTL 5 S B W GR 6 0' EXIST. R/W EXIST. R/W 6 0' E XIS T. R/ W E XIS T. R/ W GATE MTL ESTATE FILE 98-E-27 ALLISON FAMILY TRUST ESTATE FILE 98-E-27 ALLISON FAMILY TRUST N 31°43'31" W 28.47' 36" W W & 1S B W WOODS 21' BST SR 1119 SUGAR LOAF RD. 4 8 " WW N IC H OL S ON C R E E K NICHOLSON CREEK 21' BS T S R 1119 S U G A R L O AF R D. 21' BST SR 1119 SUGAR LOAF RD. 13 .4 9 ' + 4 7 .4 3 COR TO CL 52.32' +13.29 CMP 18" 10 15 PI Sta 13+37.87 D L = 227.23' T = 115.74' R = 485.00' PI Sta 17+44.56 D L = 301.45' T = 155.10' R = 520.00' 0 6 0 5 0 4 0 60 50 4 -L- SE = .06 SE = .06 RO = 103.5'RO = 103.5' -L - PO T S t a . 10 +0 0 .0 0 - L- P T S ta . 14 + 4 9 .3 5 - L- P T St a. 1 8 + 9 0. 9 2 - L- P O T St a. 1 9 + 8 6. 7 5 2 0' 4' P S 4' P S 4' P S 2 0' 4' P S - L- -L- 06 05 0 4 0 30201 0 0 0 1020304EXIST 0 2 0 1 0 0 0 1 0 2 0 2 E XI S T 0 3 0 4 0 5 0 6 17.25'I N C. 17.25' INC. EP TAPERLT & RT50' EP T AP E R L T & R T 50' 17 .2 5' INC . 17 .2 5' INC . -L- POT STA 10+75.00 2 1' 1 6' 10 ' 10 ' 16' 2 1' -L- POT STA 19+85.00 -L - P C S t a . 12 +2 2 .13 -L- PC Sta. 15+89.47 BEGIN STATE TIP PROJECT B-4822 END STATE TIP PROJECT B-4822 1 6' BL-2 BM #1 BL-1 BM #2 BL-3 +75 +20 +75 55' RT 55' RT 55' RT 55' RT 1 2 3 +89.47 +49.35 55' RT 60' RT 55' RT 60' RT 3 +15 DOUBLE GATES 2 - 10' +00 +22.13 30' RT 29.38' RT 30' LT +36.89' 43.66' LT +66.92 67.99' LT +88.27 87.70' LT +03.6779.81' LT +39.87 60.91' LT +19.47 34.25' LT +04.74 30' LT +75 0 6 0 5 0 4 0 6 0 5 0 4 LATERAL 'V' DITCH ( Not to Scale) D 2: 1 2:1 b 1"/Ft. FROM STA. 11+00 TO STA. 14+80 -L- RT b=5 Ft. Min. D=1.0 Ft. DETAIL 1 Ground Natural GTD DI ( Not to Scale) 2:12: 1 D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 15+16 TO STA. 18+00 -L- RT DETAIL 3 b=5 Ft. B=2 Ft. Min. D=1.5 Ft. Ground Natural ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 15+37 TO STA. 15+56 -L- LT FROM STA. 15+09 TO STA. 15+26 -L- RT FROM STA. 14+70 TO STA. 14+85 -L- RT DETAIL 2 Geotextile= 25 SY Type of Liner= 18 TONS,CL 'I' Rip-Rap 10'min. 1.0'min. 0401 0402 0403 0404 0405 NG NG 1.5:1 1.5:1 NG NG 1.5:1 1.5:1 2: 1 2:1 DI 0406 18" 18" 18" TYPICAL CHANNEL (NTS; LOOKING DS) DETAIL 4 UPSTREAM FACE OF PROP BRIDGE TO 75' DOWNSTREAM OF PROP BRIDGE CL 54' UPSTREAM OF PROP BRIDGE CL TO UPSTREAM FACE OF PROP BRIDGE DDE= 150 CY DDE= 185 CY TB 2GI 1 5" 0407 NS RS 2007 N A D 83/ F F F F F F F F F F F F F F F F F F F F F F F F P R O P C L N G A T = 2 1 0 6 . 1 N W S E = 2 1 0 3 . 1 0 1 - 0 9 - 2 0 1 4 W S E O N S T A B I L I Z A T I O N S T R E A M B A N K S T A B I L I Z A T I O N S T R E A M B A N K T O B E R E M O V E D E X S T B R I D G E E L = 2 1 0 9 . 0 T O A P P R O X . E X C A V A T E 10+0011+0012+0013+001 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2,080 2,090 2,100 2,110 2,120 2,130 2 , 0 8 0 2 , 0 9 0 2 , 1 0 0 2 , 1 1 0 2 , 1 2 0 2 , 1 3 0 EL = 2113.19’ F O R - L - A L I G N M E N T , S E E S H E E T 4 - L - E L = 2 1 2 7 . 0 1 ’ BM #1 - 8" SPIKE SET IN BASE OF 15" OAK TREE B M # 2 - 8 " S P I K E S E T I N B A S E O F 1 0 " B I R C H T R E E F a x ( 9 1 9 ) 7 8 3 - 9 2 6 6 K C I E n g i n e e r s P l a n n e r s S c i e n t i s t s C o n s t r u c t i o n M a n a g e r s 4 6 0 1 S i x F o r k s R o a d , L a n d m a r k C e n t e r I I , S u i t e 2 2 0 R a l e i g h , N C 2 7 6 0 9 - 5 2 1 0 P h o n e ( 9 1 9 ) 7 8 3 - 9 2 1 4 h t t p : / / w w w . k c i . c o m 2,140 2 , 1 4 0 9 1 5 J O N E S F R A N K L I N R O A D R A L E I G H , N O R T H C A R O L I N A 2 7 6 0 6 T E L ( 9 1 9 ) 8 5 9 - 2 2 4 3 F A X ( 9 1 9 ) 8 5 9 - 6 2 5 8 SU N G A T E D E S I G N G R O U P , P . A . E N G F I R M L I C E N S E N O . C - 8 9 0 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 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . 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 5 B - 4 8 2 2 16-FEB-2015 09:55R:\Roadway\Proj\B4822_Rdy_pfl_5.dgn$$$$USERNAM E$$$$ - L - S T A . 1 9 + 0 2 . 0 0 , 3 8 ’ R T -L- STA. 13+12.00, 10’ RTBEGIN GRADE -L- STA 10+75.00ELEV. 2,111.38’ BEGIN BRIDGE -L- STA 14+75 +/- END BRIDGE -L- STA 15+45 +/- END GRADE -L- STA 19+85.00 ELEV. 2,120.78’ V = 70mphV = 60mph V = 4 0 m p h PI = 11+40.00EL = 2,111.58’(+)0.3077%(+)1.0000%VC = 130’K = 188 PI = 13+50.00EL = 2,113.68 ’ (+)1.0000% ( - ) 0 . 3 0 1 1 % VC = 200’K = 154 P I = 1 8 + 1 5 . 0 0 E L = 2 , 1 1 2 . 2 8 ’ ( - ) 0 . 3 0 1 1 % ( + ) 5. 0 0 0 0 % V C = 3 4 0 ’ K = 6 4 EL= 2107.10STA 11+00 BEG LAT V DITCH E L = 2 1 0 5 . 9 6 S T A 1 4 + 8 0 E N D L A T V D I T C H E L = 2 1 0 6 . 1 3 S T A 1 5 + 1 6 B E G L A T 2 ’ B A S E D I T C H E L = 2 1 0 6 . 6 8 S T A 1 7 + 0 0 L A T 2 ’ B A S E D I T C H E L = 2 1 1 0 . 0 0 S T A 1 8 + 0 0 E N D L A T 2 ’ B A S E D I T C H D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 1 2 0 0 = 2 = 2 1 1 0 . 4 = 4 1 8 0 = 1 0 0 = 2 1 1 2 . 0 8 = 1 9 0 0 = 5 = 2 1 1 0 . 3 = 0 1 / 0 9 / 2 0 1 4 = 2 1 0 3 . 1 + 3 . 3 2 % + 0 . 3 % -0.3% 00 00 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 5 0 5 0 5 0 5 0 6 0 60 6 0 60 7 0 70 7 0 70 8 0 80 8 0 80 9 0 90 9 0 90 1 0 0 100 1 0 0 100 1 1 0 110 1 1 0 110 1 2 0 120 1 2 0 120 1 3 0 130 1 3 0 130 1 4 0 140 1 4 0 140 1 5 0 150 1 5 0 15016-FEB-2015 09:59R:\Roadway\XSC\B4822_Rdy_CM _xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 2110 2 1 1 0 2120 2 1 2 0 1 0 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 0 + 7 5 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 1 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 1 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 2 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 2 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 3 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 3 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 4 + 0 0 . 0 0 X - 1 B - 4 8 2 2 - L - 5 1 0 B E G I N P R O J E C T - L - S T A . 1 0 + 7 5 . 0 0 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S U N D E R C U T E X C A V A T I O N 2 1 1 1 . 2 6 2 1 1 1 . 2 7 2:1 3: 1 0 .0 4 0 0 . 0 2 0 2 1 1 1 . 2 8 2:1 3: 1 0 . 0 3 1 0 . 0 2 0 2:1 2:1 2 1 0 7 . 1 0 2 1 1 1 . 2 9 2:1 3: 1 0 . 0 0 2 0 . 0 2 0 2:1 2:1 2 1 0 6 . 9 5 2 1 1 1 . 3 9 2:1 3: 1 0 . 0 2 7 0 . 0 2 7 2:1 2:1 2 1 0 6 . 8 0 2 1 1 1 . 5 6 2:1 3: 1 0 . 0 5 6 0 . 0 5 6 2:1 2:1 2 1 0 6 . 6 5 2 1 1 1 . 3 1 2:1 3: 1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 0 6 . 5 0 2 1 1 1 . 3 2 2:1 3: 1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 0 6 . 3 5 2 1 0 9 . 0 1 2:1 4 : 1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 0 6 . 2 0 00 00 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 5 0 5 0 5 0 5 0 6 0 60 6 0 60 7 0 70 7 0 70 8 0 80 8 0 80 9 0 90 9 0 90 1 0 0 100 1 0 0 100 1 1 0 110 1 1 0 110 1 2 0 120 1 2 0 120 1 3 0 130 1 3 0 130 1 4 0 140 1 4 0 140 1 5 0 150 1 5 0 15016-FEB-2015 10:03R:\Roadway\XSC\B4822_Rdy_CM _xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 2110 2 1 1 0 2120 2 1 2 0 1 4 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 5 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 5 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 6 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 6 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 7 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 1 7 + 5 0 . 0 0 X - 2 B - 4 8 2 2 - L - 5 1 0 B E G I N B R I D G E - L - S T A . 1 4 + 7 5 + / - E N D B R I D G E - L - S T A . 1 5 + 4 5 + / - 2100 2100 2100 2 1 0 0 2 1 0 0 2 1 0 0 U N D E R C U T E X C A V A T I O N 2 1 0 9 . 2 9 2:1 4 : 1 0 . 0 4 0 0 . 0 4 0 2:1 2:1 2 1 0 6 . 0 5 2 1 0 4 . 8 4 0 . 0 4 0 0 . 0 4 0 2 1 0 8 . 8 4 2:1 1.87:1 0 . 0 4 0 0 . 0 4 0 2:1 2:1 2112.47 2 1 0 6 . 2 3 2 1 0 8 . 7 9 2:1 4. 3 7 : 1 0 . 0 4 6 0 . 0 4 6 2:1 2:1 2 1 0 6 . 3 8 2 1 0 8 . 9 1 2:1 6 . 3 2 : 1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 0 6 . 5 3 2 1 0 9 . 0 2 2:1 6 . 1 9 : 1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 0 6 . 6 8 2 1 1 0 . 0 7 2:1 2.7 3:1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 0 8 . 3 4 00 00 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 5 0 5 0 5 0 5 0 6 0 60 6 0 60 7 0 70 7 0 70 8 0 80 8 0 80 9 0 90 9 0 90 1 0 0 100 1 0 0 100 1 1 0 110 1 1 0 110 1 2 0 120 1 2 0 120 1 3 0 130 1 3 0 130 1 4 0 140 1 4 0 140 1 5 0 150 1 5 0 15016-FEB-2015 10:04R:\Roadway\XSC\B4822_Rdy_CM _xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 2110 2 1 1 0 2120 2 1 2 0 2130 2 1 3 0 1 8 + 0 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 2130 2 1 3 0 2140 2 1 4 0 1 8 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 2130 2 1 3 0 2140 2 1 4 0 2150 2 1 5 0 2160 2 1 6 0 2170 2 1 7 0 2180 2 1 8 0 1 9 + 0 0 . 0 0 X - 3 B - 4 8 2 2 - L - 5 1 0 2100 2 1 0 0 U N D E R C U T E X C A V A T I O N 2 1 1 2 . 6 3 2:1 2:1 0 . 0 6 0 0 . 0 6 0 2:1 2:1 2 1 1 0 . 0 0 2 1 1 4 . 5 0 2:1 2:1 0 . 0 4 8 0 . 0 4 8 2 1 1 6 . 3 0 2:1 2:1 0 . 0 1 9 0 . 0 2 0 00 00 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 5 0 5 0 5 0 5 0 6 0 60 6 0 60 7 0 70 7 0 70 8 0 80 8 0 80 9 0 90 9 0 90 1 0 0 100 1 0 0 100 1 1 0 110 1 1 0 110 1 2 0 120 1 2 0 120 1 3 0 130 1 3 0 130 1 4 0 140 1 4 0 140 1 5 0 150 1 5 0 15016-FEB-2015 10:05R:\Roadway\XSC\B4822_Rdy_CM _xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 2110 2 1 1 0 2120 2 1 2 0 2130 2 1 3 0 2140 2 1 4 0 2150 2 1 5 0 2160 2 1 6 0 2170 2 1 7 0 2180 2 1 8 0 1 9 + 5 0 . 0 0 2110 2 1 1 0 2120 2 1 2 0 2130 2 1 3 0 2140 2 1 4 0 2150 2 1 5 0 2160 2 1 6 0 2170 2 1 7 0 2180 2 1 8 0 1 9 + 8 5 . 0 0 X - 4 B - 4 8 2 2 - L - 5 1 0 E N D P R O J E C T - L - S T A . 1 9 + 8 5 . 0 0 2 1 1 8 . 7 8 2:1 2:1 0 . 0 1 0 0 . 0 2 0 2 1 2 0 . 6 8 2:1 0 . 0 3 0 0 . 0 3 0 2:1