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Home My WebLink About20141200 Ver 1_Application_20141118 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 November 13, 2014 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 ATTN: Mr. Andrew Williams NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification for the proposed Improvements to NC 268 (Elkin Highway) from NC 18 to SR 1966 (Airport Road) in Wilkes County. Federal Project No. STP-0268(15), Division 11, TIP No. R-2603. Debit $570 from WBS 34518.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes improvements to NC 268 from NC 18 to SR 1966 (Airport Road) in Wilkes County. The proposed project is approximately 3.6 miles in length, and includes upgrades to the existing multi-lane section from NC 18 to the vicinity of Shaver Street, as well as widening from the existing multi-lane section east of NC 18 to SR 1966. There will be 725 linear feet of permanent stream impacts, 105 linear feet of bank stabilization and 0.03 acre of temporary stream impacts. There will be 0.29 acre of permanent wetland impacts. Additionally, there will be 0.01 acre of temporary wetland impacts from utility relocation. The cumulative impacts to a jurisdictional feature will not exceed the Nationwide thresholds. Please see enclosed copies of the Pre-Construction Notification (PCN), EEP acceptance letter, Stormwater Management Plan, permit drawings, utility drawings and design plans. A Notification of Jurisdictional Determination (JD) was received from the USACE, dated June 17, 2008. A field re-verification visit was conducted on August 8, 2013 with Monte Matthews of the U.S. Army Corps of Engineers (USACE) and Amy Euliss of the North Carolina Division of Water Quality (DWR). This Nationwide 14 Permit application includes a request for the renewal of the JD of the resources included in the R-2603 project area. An Environmental Assessment (EA) was completed in January 2011 and a 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: 14 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: Improvements to NC 268 (Elkin Highway) from NC 18 to SR 1966 (Airport Road) 2b. County: Wilkes 2c. Nearest municipality / town: Wilkesboro 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: R-2603 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: 36.28545 Longitude: - 81.318355 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 57 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Long Creek, Mulberry Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin-Pee Dee 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: Land use consists of about 45% forest land (including mixed pine-hardwood forest), 50% developed or disturbed land (roadsides, utility corridors, commercial/industrial/residential areas) and 5% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0.79 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: ~5,000 3d. Explain the purpose of the proposed project: The purpose of the proposed action is to: Improve traffic flow and level of service, and reduce conflicts between through and local traffic on NC 268 in the project area; and, provide infrastructure upgrades to the existing multi-lane section of NC 268 between NC 18 and Shaver Street. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project includes upgrades to the existing multi-lane section, from NC 18 to the vicinity of Shaver Street as well as widening from the existing multi-lane section to SR 1966 (Airport Road). Upgrades would include improvements to the existing roadway, such as resurfacing, replacement of drainage structures, and replacement of curb and gutter. The total length of the proposed project is approximately 3.6 miles. 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: Action ID 200801913 Yes No Unknown JD expired 6/17/13 – field re-verified 8/8/13. DWR sent verification letter 10/10/13. 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): Brian Dustin/Erin Cheely Agency/Consultant Company: Mulkey/NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Monte Matthews of the USACE and Amy Euliss of DWR verified the streams and wetlands on 4/16/08 (with 404 and 401 written verification) and 8/8/13 (with 401 written verification). Updated 404 JD is requested with this permit. 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 5 P T Fill WC - Non-tidal freshwater marsh Yes No Corps DWQ 0.13 Site 6 P T Fill WB - Non-tidal freshwater marsh Yes No Corps DWQ 0.17 Site UC1 P T Utility relocation WB - Non-tidal freshwater marsh Yes No Corps DWQ 0.10 2g. Total wetland impacts 0.29 Permanent 0.10 Temporary 2h. Comments:  UTILITY IMPACTS: Site UC1 on the attached Utility Impact Permit Drawings consists of temporary excavation and hand clearing in order to relocate an overhead power line in this area. No mitigation is required for this temporary activity.  Total wetland impacts are based on rounding, due to calculating totals with actual numbers to the thousandths. 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 Temp. (raise headwall) S1 – Long Creek PER INT Corps DWQ 16 37 (<0.01 ac) Site 2 P T Culvert replace/extend S4 – UT to Long Creek PER INT Corps DWQ 7 106 Site 2 P T Bank stabilization S4 – UT to Long Creek PER INT Corps DWQ 7 20 Site 2 P T Culvert replace/extend S4 – UT to Long Creek PER INT Corps DWQ 7 54 (0.01 ac) Site 3 P T Pipe extension S10 – UT to Long Creek PER INT Corps DWQ 4 80 Site 3 P T Bank stabilization S10 – UT to Long Creek PER INT Corps DWQ 4 10 Site 3 P T Pipe extension S10 – UT to Long Creek PER INT Corps DWQ 4 30 <0.01 ac) Site 4 P T Pipe replacement S11 – UT to Long Creek PER INT Corps DWQ 2 123 Site 4 P T Pipe replacement S11 – UT to Long Creek PER INT Corps DWQ 2 20 (<0.01 ac) 5 Site 7 P T Pipe replace/extend S3A – UT to Mulberry Creek PER INT Corps DWQ 3 120 Site 7 P T Rip rap in channel S3A – UT to Mulberry Creek PER INT Corps DWQ 3 38 Site 7 P T Bank Stabilization S3A – UT to Mulberry Creek PER INT Corps DWQ 3 10 Site 7 P T Pipe replace/extend S3A – UT to Mulberry Creek PER INT Corps DWQ 3 35 (<0.01 ac) Site 8 P T Pipe extension S3B – UT to Mulberry Creek PER INT Corps DWQ 2 70 Site 8 P T Bank stabilization S3B – UT to Mulberry Creek PER INT Corps DWQ 2 12 Site 8 P T Pipe extension S3B – UT to Mulberry Creek PER INT Corps DWQ 2 20 (<0.01 ac) Site 9A P T Temp. disturbance S3 – UT to Mulberry Creek PER INT Corps DWQ 8 30 (<0.01 ac) Site 9B P T Temp. disturbance S3 – UT to Mulberry Creek PER INT Corps DWQ 8 20 (<0.01 ac) Site 9C P T Temp. disturbance S3 – UT to Mulberry Creek PER INT Corps DWQ 8 12 (<0.01 ac) Site 9D P T Temp. disturbance S3 – UT to Mulberry Creek PER INT Corps DWQ 8 38 (<0.01 ac) Site 10 P T Pipe replace/extend S3 – UT to Mulberry Creek PER INT Corps DWQ 8 123 Site 10 P T Pipe replace/extend S3 – UT to Mulberry Creek PER INT Corps DWQ 8 68 (0.01 ac) Site 11 P T Pipe extension S9 – UT to Mulberry Creek PER INT Corps DWQ 2 47 Site 11 P T Pipe extension S9 – UT to Mulberry Creek PER INT Corps DWQ 2 59 (0.01 ac) Site 12 P T Pipe replacement S12 – UT to Long Creek PER INT Corps DWQ 2 18 Site 12 P T Bank stabilization S12 – UT to Long Creek PER INT Corps DWQ 2 18 Site 12 P T Pipe replacement S12 – UT to Long Creek PER INT Corps DWQ 2 27 (<0.01 ac) Site 13 P T Bank stabilization Mulberry Creek PER INT Corps DWQ 60 35 Site 13 P T Temp. Causeway Mulberry Creek PER INT Corps DWQ 60 29 (<0.01 ac) 3h. Total stream and tributary impacts 830 Perm 479 Temp (0.03 ac Temp) 3i. Comments:  Of the 830 total feet of permanent stream impact, 105 total feet are from bank stabilization. DWR does not require mitigation for impacts to streams totaling less than150 feet. Therefore, stream mitigation required by the USACE = 725 linear feet, required by DWR = 168 linear feet.  Temporary impacts totals are based on rounding, due to some of the individual impacts being <0.01 acre. 6 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 waters. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Fille d Excavate d 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: 7 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. 8 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 over Mulberry Creek will span the creek. Bridge deck drainage will not be allowed to discharge directly into the water. Heavy development in the area severely limits the viable options for treatment of runoff. However, where there is sufficient space, preformed scour holes will be used to diffuse the concentrated flow from storm drain outlet pipes into non-erosive sheet flow to surrounding water resources (see stormwater management plan for locations). The flow from pipes draining towards jurisdictional streams will be controlled via rip rap at the outlet in order to prevent erosive velocities. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 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. 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 Mitigation for bank stabilization impacts is required by DWR, but not required by USACE. Mitigation for streams with permanent impacts <150’ not required by DWR. Therefore: Total stream impacts requiring DWR mitigation = 168‘ Total stream impacts requiring USACE mitigation = 725‘ Both agencies require mitigation for the 0.29 acre wetland impacts. If no, explain: 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: 725 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: 0.29 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 9 4h. Comments: The NCDOT does not propose mitigation for the 105 linear feet of stream bank stabilization, the 0.03 acre of temporary stream impacts from pipe extensions and replacements or the 0.1 acre of temporary wetland impacts from utility relocation. These actions 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. Furthermore, the proposed bank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization. 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: 10 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 11 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: Environmental Assessment (EA) approved January 2011 and Finding of No Significant Impact (FONSI) approved February 2012 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. This project involves improving existing lanes as well as widening existing roadway. A Community Impact Assessment and Qualitative Indirect and Cumulative Effects Assessment report was completed for the proposed project in September 2008: Community Impact Assessment and Qualitative Indirect and Cumulative Effects Assessment, NC 268 (Elkin Highway) Widening and Improvements from NC 18 to Airport Road (SR 1966). The proposed project is not expected to cause substantial indirect and cumulative growth along the project corridor. The project is not expected to influence population growth substantially beyond that which is forecasted. 4. Sewage Disposal (DWQ Requirement) 4a. 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Ot h e r S t r e a m C l a s s i f i c a t i o n : MA E n g i n e e r i n g C o n s u l t a n t s , I n c : R o g e r W e a d o n , P E Ci t y / T o w n : (9 1 9 ) 2 9 7 - 0 2 2 0 10 2 0 B i r c h R i d g e D r Ad d r e s s : No r t h W i l k e s b o r o , N C (9 1 9 ) 7 0 7 - 6 7 5 5 W i l k e s 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 C 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 Su r r o u n d i n g L a n d U s e : Fi r s t h a l f o f p r o j e c t i s u r b a n i n d u s t r i a l a n d l a s t h a l f o f p r o j e c t i s r u r a l w o o d e d w i t h p a s t u r e l a n d s 3. 5 0 2 m i 26 , 4 0 0 40 . 0 0 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 ) : (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 ) R- 2 6 0 3 Co u n t y ( i e s ) : Wi l k e s Page 2of 3 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 Y1 2 8 + 7 3 t o 2 9 + 3 0 Y1 A 2 5 + 2 5 to 2 5 + 6 8 L 5 9 + 5 5 to 5 9 + 8 6 L 7 8 + 7 8 to 7 8 + 9 5 L 9 6 + 1 3 to 9 6 + 8 2 L 1 1 7 + 3 0 11 7 + 3 0 L 1 2 2 + 4 8 t o 1 2 4 + 1 0 L 1 2 2 + 4 2 to 1 2 4 + 5 4 L 1 2 6 + 8 9 to 1 2 7 + 2 3 L 1 2 9 + 5 5 L 1 2 9 + 5 5 L 1 4 9 + 9 0 t o 1 7 2 + 4 1 L 1 7 9 + 7 9 to 1 8 0 + 8 7 Mu l b e r r y Cr e e k S3 S9WCWB S3 A S1 S1 2 S4 S1 0 S1 1 C C Su r f a c e W a t e r I m p a c t s 11 Lo n g C r e e k No n - T i d a l Fr e s h w a t e r M a r s h In t e r m i t t e n t Pe r e n n i a l In t e r m i t t e n t Mu l b e r r y C r e e k 4 P e r e n n i a l bi o l o g i c a l im p a i r m e n t St r e a m N/A Fill St r e a m 4 In t e r m i t t e n t St r e a m 9 Pe r e n n i a l Si n c e S 1 ( L o n g C r e e k ) i s a n o t e d a s 3 0 3 ( d ) i m p a i r e d s t r e a m , s t a n d a r d t r e a t m e n t o p t i o n s w e r e i n v e s t i g a t e d b u t i t w a s d e t e r m i n e d th a t t h e r e w a s n o t a d e q u a t e s p a c e t o a c c o m m o d a t e a n y v i a b l e tr e a t m e n t o p t i o n s . 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 . 12 - 4 2 Cl e a r i n g S3 B 12 - 4 2 Proposed SCM N/A N/AN/A 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 Fill 12 Cu l v e r t 12 - 4 2 - 9 12 - 4 2 12 - 4 2 - 9 Cu l v e r t 12 - 4 2 161212 No n - T i d a l Fr e s h w a t e r M a r s h 14 - 1 6 P e r e n n i a l W e t l a n d St r e a m St r e a m In t e r m i t t e n t St r e a m 12 - 4 2 12 - 4 2 - 9 C l e a r i n g 10 W e t l a n d St r e a m I n t e r m i t t e n t Cu l v e r t Cu l v e r t 12 - 4 2 Cu l v e r t St r e a m Cu l v e r t 12 S t r e a m I n t e r m i t t e n t 1 2 - 4 2 7 Cu l v e r t 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 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 PFSHPFSHN/A N/AN/A N/AN/A N/AN/A 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 (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 ) R- 2 6 0 3 Co u n t y ( i e s ) : Wi l k e s Pa g e 3 o f 3 Sh e e t No . S t a t i o n En e r g y D i s s i p a t o r Ty p e R i p r a p T y p e Dr a i n a g e A r e a (a c ) Q10 (cfs)V10 (fps) Pi p e 1 5 1 . 2 > 2 . 0 Pi p e 1 5 3 . 4 > 2 . 0 * R e f e r t o t h e N C D O T B e s t M a n a g e m en t P r a c t i c e s T o o l b o x , V e r s i o n 1 ( M a r c h 2 0 0 8 ) , NC D O T S t a n d a r d D e t a il s , t h e F e d e r a l H i g h w a y A d m in i s t r a t i o n ( F H W A ) H y d r a u l i c E n g i n e e r i n g C i r c u l a r N o . 1 4 ( H E C - 1 4 ) , Th i r d E d i t i o n , H y d r a u l i c D e s i g n o f E n e r g y D i s s i p a t o r s f o r Cu l v e r t s a n d C h a n n e l s ( J u l y 2 0 0 6 ) , a s a p p l i c a b l e , f o r d e s i g n g u i d a n c e a n d c r i t e r i a . 11 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 0. 2 7 Cl a s s ' B ' 1.3 Pr e f o r m e d S c o u r H o l e s a n d E n e r g y D i s s i p a t o r s 1.0> 2.0 0. 2 2 Pi p e / S t r u c t u r e Di m e n s i o n s (i n ) Pi p e Co n v e y a n c e S t r u c t u r e 15 Pr o j e c t / T I P N o . : PF S H Cl a s s ' B ' -L - 1 1 6 + 3 5 > 2.0 15 Pi p e 11 13 - L - 1 3 6 + 0 0 P F S H 12 - L - 1 2 1 + 0 6 -L - 1 1 8 + 4 4 P F S H Pi p e 1 5 3 . 0 > 2 . 0 Pi p e 1 5 2 . 9 > 2 . 0 Cl a s s ' B ' 0 . 7 0 Cl a s s ' B ' PF S H 0. 2 6 13 - L - 1 4 2 + 5 0 1 . 3 8 Cl a s s ' B ' PF S H Ad d i t i o n a l C o m m e n t s Ha v e m i n i m u m d e s i g n c r i t e r i a , a s p r e s e n t e d i n t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x ( 2 0 0 8 ) , N C D O T S t a n d a r d D e t a i l s , o r F H WA HE C - 1 4 ( J u l y 2 0 0 6 ) , b e e n m e t a n d v e r i f i e d , a s a p p l i c a b l e ? I f N o , p r ov i d e f u r t h e r e x p l a n a n t i o n o f w h y d e s i g n c r i t e r i a w a s n o t m et. 12 - L - 1 2 1 + 0 0 P F S H C l a s s ' B ' 0 . 6 8 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 YE S NO 25 50 10050 25 50 10050 5 10 20 10 D = = = = = = % ADT ADT % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS REGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) 36001.1.2 36001.2.1 STP-0268(16) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 7 / 2 8 / 2 0 14 R : \ H y d r a u li c s \ P E R M IT S _ E n v i r o n m e n t a l\ D r a w i n g s \ R 2 6 0 3 _ h y d _ p r m _ w e t _ t s h . d g n 3 : 0 6 : 2 5 P M C O N T R A C T : T I P P R O J E C T : R - 2 6 0 3 D E P A R T MEN T O F TRAN SPORTA T IO N S T A TEOFNORT H CAR O LI N A APRIL 16, 2013 MAY 19, 2015 RIGHT OF WAY DATE: LETTING DATE: DIVISION OF HIGHWAYS PROJECT ENGINEER PROJECT DESIGN ENGINEER 1000 Birch Ridge Dr., NC, 27610 Prepared for: Prepared by: (919) 297-0220 CARY, NORTH CAROLINA 27511 598 E. CHATHAM STREET, SUITE 137 MA ENGINEERING CONSULTANTS, INC. BURKE EVANS, PE 2012 STANDARD SPECIFICATIONS SIGNALS, STRUCTURES, AND SIGNING TYPE OF WORK: GRADING, DRAINAGE, PAVING, CURB & GUTTER, R-2603 LENGTH ROADWAY PROJECT R-2603 = 3.474 mi. LENGTH STRUCTURE PROJECT R-2603 = 0.028 mi. TOTAL LENGTH OF TIP PROJECT R-2603 = 3.502 mi. LENGTH OF PROJECT BASED ON -L- -L- POC STA 195+30.00 END TIP PROJECT R-2603 -L- POT STA 10+38.67 BEGIN TIP PROJECT R-2603 VICINITY MAP CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF NORTH WILKESBORO. 20,540 26,400 DHV 10 65 6T N AD 8 3 /9 5 M U L B E R R Y C R E E K TO ELKIN TO I-77 T O U S 4 2 1 -L- -L- S E C O N D S T. N C 1 8 SECOND ST. NC 18 / 268 FINLEY AVE. L E G I O N D R . - Y 7 - S R 1 9 7 9 FAIRPLAINS RD -Y8- SR 1971 A I R P O R T R D . - Y 1 8 - S R 1 9 6 6 RIVER LIBERTY G RO VE C H U RC H RD . -Y18 - SR 2 3 3 3 RI D G E TO P R D. - Y 19- BEAU M O N T PO PLAR ST. - Y17 - SR 2 0 8 6 VISTA LAN E -Y16 - SR 2 0 9 0 W O O D S ID E D R . -Y 14 - SKYVIEW D R. -Y13 - P EBBLE S T. - Y10 - S R 19 8 1 A R O N C A L L R D. - Y 1 1 - S R 1 9 8 3 FLINT HILL RD.-Y12- SR 2334 -L- STA 116+60.00 BEGIN BRIDGE -L- STA 118+09.00 END BRIDGE 18 S C H O O L B U S D R. - Y3 - TE M P LE S T. - Y4 - W H ITE P IN E S T. - Y5 - S H A V E R S T . - Y 6 - QUEEN DR. -Y15- 4 5 6 7 8 9 10 11 12 13 14 16 17 2 0 2 1 (T O P ) 15 NC 268 FLINT HILL RD. -Y2- SR 2334 NORTH WILKESBORO CITY LIMITS C IT Y L IM IT S N O R T H W IL K E S B O R O CITY LIMITS NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO 15(BOT) West D St Statesville Rd Statesville Rd 2418 2462 2328 WILKESBORO Mulberry Elkin Hwy2nd St Sparta Rd Elkin Hwy Elkin Hwy Elkin Hwy C B D Loop River St River St Statesville Rd Statesville Rd Elkin Hwy Elkin Hwy Elkin Hwy W Main St E Main St Fairplains Call Airport County Wilkes M ul b err y Creek RIVER R E D DIES YADKIN RIVER YADKIN RIVER Cricket Oakwoods 2340 BEGIN PROJECT END PROJECT 1532 2333 2318 2333 1550 1535 1718 1703 1705 1536 K. S. HUTCHENS, PE 1957 1966 2334 1517 1517 1103 2461 2418 2340 2340 2355 WILKES COUNTY FUNC CLASS = *** ELKIN HWY. *** MINOR ARTERIAL FROM BEGINNING OF PROJECT TO MULBERRY CREEK MAJOR COLLECTOR FROM MULBERRY CREEK TO END OF PROJECT ** 40 MPH FROM BEGINNING OF PROJECT TO FAIRPLAINS RD. 50 MPH FROM FAIRPLAINS RD. TO END OF PROJECT V ** PESTP-0268(15) ROADWAY DESIGN UNIT PROJECT ENGINEER BRENDA MOORE, PE NCDOT CONTACT: S ID N EY A VE. - Y9 - NC 268 2015 DESIGN DATA 2035 ELKIN HWY. NC 268 -Y1- / -Y1A- OF NC 18 TO SR 1966 (AIRPORT ROAD) NC 268 FROM MULTI-LANES EAST CITY LIMITS NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO DUAL 4% - UPGRADED SIGNAL % * TTST 2% + 115 115 16 16 18 268 18 268 268 268 18 421 421 421 421 BUS 421 BUS R/W, UTILITIES (LT)19 (RT)19 W F G A D D Y R D. S R 1 9 8 0 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 10SITE 8 SITE 7 SITE 6 SITE 5 SITE 4SITE 3 SITE 2 SITE 1 SITE 9 SITE 11 SITE 12 SITE 13 SHEET 1 OF 28 PERMIT DRAWING SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATERDENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IN SURF WATER PERM IMPACTS IN SURF WATERTEMP IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS WETLAND DENOTES FILL IN F F FILL IN WETLANDS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATERPERM IMPACTS IN SURF WATERTEMP IMPACTS IN SURF WATERTEMP IMPACTS IN SURF WATERTEMP IMPACTS TS TS IMPACTS IN SURFACE WATERDENOTES TEMPORARY TS TS IMPACTS IN SURFACE WATERDENOTES TEMPORARY S S SURFACE WATERDENOTES IMPACTS IN IN SURF WATERTEMP IMPACTS IN SURF WATERTEMP IMPACTS IN SURF WATERPERM IMPACTS IN SURF WATERPERM IMPACTS SITE 1 SITE 1 SITE 2 SITE 3 SITE 3 SITE 4 SITE 8 SITE 7 SITE 5 SITE 6 SITE 10 SITE 11 IN SURF WATERPERM IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATERPERM IMPACTSIN SURF WATERTEMP IMPACTS IN SURF WATER TEMP IMPACTS SITE 12 S S SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 9A IN SURF WATERPERM IMPACTS SITE 13 SITE 9B SITE 9D (55’ LONG FROM PIPE OUTLET)EXISTING RIP RAP IN CHANNEL STREAM NOTE: IN SURF WATERTEMP IMPACTS IN SURF WATERPERM IMPACTS IN SURF WATERTEMP IMPACTS S S SURFACE WATERDENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATERDENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SITE 11 SITE 9C 25 26 27 28 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 0 4 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 5 M A T C H L I N E - L - S T A . 2 2 + 0 0 R-2603 4 SEE SHEET NO. 18 MATCH LINE -Y1- STA. 20+00 SHEET 2 OF 28 PERMIT DRAWING 2 0 20 2 5 2 5 20 15 -L--L- - Y2--Y 1 --Y1- -Y1A- N AD 8 3 / 9 5 -Y1A- -Y1- SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 1 SITE 1 SITE 12 S S SURFACE WATER DENOTES IMPACTS IN JC FAW TRACTOR INC JOHNSON OIL AND ELLAGRENE BROWN JAMES BROWN R/W MON EASEMENT UTILITY PERMANENT PERMANENT DRAINAGE EASEMENT 15 20 127 128 135 137 S S HW 15" CMP 18 " RC P 18 " R C P 24" CMP C B CB CB 15 " R C P CB 15 " RC P CB CB 12" C M P 12 " C MP 12 " C MP 15 " C MP CB CB CB 12 " C M P CB CB 15 " R C P 18" RCP 18" RCP C B 18" CMP 15 " C MP J U N C TIO N A PPR O X. 15" CMP CB 3 0" CM P 30" CMP 30" CMP JUNCTIONAPPROX. 4 8 " CM P 15" CMP 18" CMP 15 " C M P CB CB CB 18" RCP CB DI R A P P R O X. 1 5 " C M P CB 18" C M P 18" RCP CB 15" CMP CBCB CB CB 15" CMP CB MON R/W RCP 12" MON R/W MO N C O N C M O N R /W M O N R /W MON CONC CMP 18" C M P 2 4 " S BSTS CONC CONC BST BST CONC BST BST BST CONC BST CONC CONC BST CONC C O N C BST CONC DI DI DI DI CONC WHITE ST 18" BST BST BST CONC B S T S NC 18 S E COND S T BS T R H O P E S S T B S T CONC CAPS VENT S B S T BST CONC BST CONC BST CONC C O N CCAPSVENT BST BST C O N C BST BST BST BST CONC S S SR 1525 E WAUGH BST SR 1525 W WAUGH BST B S T BST BST BST BST BST S S BST BST BST BSTBST CONC CONC CONC CONC CONC C O N C CONC CONC CONC CONC C O N C C O N C C O N C BST B S T C O N C CB B S T CONC CONC CONC DI CONC CONC CONC CONC 4’x 6’ B A R R E L DI A T M CB DI DI CB DI CB CB DI DI CAN CAN LADD FURNITURE INC 19 NC 268 ELKIN RD BST F LI N T HIL L R D B S T S R 2 3 3 4 HOLDINGS LLC J & L REAL ESTATE 126 INDUSTRIAL CENTERS LLC 136 EDWARD GREENE 124 INVESTORS 4100D LLC FIRST STATES 125 ELLEN LACKEY GARY LACKEY 18CARL BYRD 17 COMMUNITY ONE BANK 16 CONRAD REEVES 129 CONNARD LLC 130 131 MAROLYN PENDRY DAVID PENDRY MACK BROWN WILLA BROWN 13 18" C MP CHARLES B. BUSH JR. 176 KAJAN LLC 14 MON R/W 174.94’ +09.76 100.43’ +36.85 77.29’ +58.44 48.68’ +05.57 CHRISTOPHER ROBERTS TIMBERLI ROBERTS DUNCAN ELECTRIC CO JOHN MCNEIL DONNA MCNEIL MON R/W 18Z NC 268 ELKIN RD BST 18Z RAISE EXISTING HW CB CB CB CB CB CB CB CB CB CB DI DI DI CB CB 15" RCP-III 15" RCP-III 15" RCP-III 15 " RC P - III 15" RCP-III 1 5 " R C P -III 15" RCP-III 4 8 " RC P -III 2GI 1 8" RCP-III 18" RCP-III 18" RCP-III 1 5" R C P-III 24" RCP-III 3 0 " RC P- III 3 0 " 2GI -III RCP15" 1 5" RC P-III 15" RCP-III 15" 15" RCP-III CB 30" RCP-III w/MH JB RCP-III 36"2GI w/MH JB 15" TO EX. RCBC TIE 24" RCP-III 3 0 " CB RETAIN RETAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE SEE DETAIL PR1 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR1 MI N. 2: 1 CHANNEL BANK TIE TO EXISTING EST. 26 TONS & 50 SY GEOTEXTILE LINER TYPE - CLASS ’I’ RIP RAP d= 3 Ft. LENGTH = 18 FT. -Y2- STA. 19+30 LT Channel Bed REMOVE P PLUG 18" @R/W REMOVE 84’ OF EX. 18" C F F F C F F F F F F F C F C C F F F F FF F F F F F F F F F F C 1 0 9 3 1093 10 9 4 1094 10 9 4 10 9 5 1095 10 9 5 10 9 6 10 9 6 1096 1 0 9 7 10 9 7 10 9 7 10 9 7 10 9 8 10 9 8 10 9 8 10 9 8 1 0 9 9 10 9 9 10 9 9 1 0 9 9 110 0 110 0 110 0 110 0 1101 110 1 1 1 0 1 110 1 1101 1101 110 2 1102 110 2 110 2 1 10 2 1102 110 3 1103 1103 1103 1103 110 3 1103 1104 1104 110 4 1104 1104 1104 110 4 110 4 1104 1105 1105 1105 1105 1105 110 5 110 5 110 5 110 5 1105 1105 1106 1106 110 6 110 6 1106 110 6 110 6 1106 1107 1107 1107 1107 110 7 1107 1108 1108 1108 1108 110 8 1109 1109 1109 110 9 110 9 1110 1110 1110 1110 1110 1111 1111 1111 1111 1111 1112 1112 1112 1112 1112 1113 1 1 1 3 1113 1113 1113 1114 1114 1114 1114 1114 1114 1115 111 5 1115 1115 1115 1116 1116 1116 1116 1116 1116 11161116 1117 1117 1117 1117 1117 1117 1118 1118 1118 1118 1118 1119 1119 1119 1119 1119 112 0 112 0 1120 1120 1120 1121 1121 112 1 1121 1121 1121 1121 112 1 1122 112 2 1122 1122 1122 1122 112 2 112 2 1122 1122 1123 112 3 112 3 1123 1123 1123 1123 1 1 2 4 112 4 1124 1124 1124 1124 1124 11241124 1 1 2 5 112 5 1125 112 5 1125 1125 112 5 1125 1 1 2 6 112 6 1126 1126 1126 1126 11261126 1126 1126 1126 112 7 112 7 1127 1127 1127 1127 1127 1127 112 7 1127 112 7 1127 112 7 1128 1 1 2 8 1128 1128 1128 1128 1128 1128 1128 112 81128 1128 1128 1128 1129 1129 1129 112 9 112 9 1129 1129 1129 1129 1129 1129 112 9 1129 1129 1129 1130 1130 113 0 113 0 113 0 1130 113 0 1130 1130 1130 1130 1130 1130 1130 1131 1131 1131 1131 1131 1131 1131 1131 1131 1131 1131 1131 113 1 1131 1131 1131 1131 1131 113 2 1132 1132 1132 113 2 1132 1132 1132 113 2 1132 1132 1132 113 2 1132 1132 1132 1132 1133 1133 113 3 113 3 113 3 113 3 1133 1133 113 3 1133 1133 1133 11331133 1133 113 3 1133 113 4 1134 113 4 1134 1134 1134 113 4 1134 1134 1134 1134 1134 1134 1134 1134 113 4 1134 1135 1135 1 1 3 5 1135 1135 1135 1135 1135 1135 1135 113 5 1135 1135 1135 1135 113 5 1136 113 6 1136 1136 1136 113 6 113 6 1136 1136 1136 1136 113 6 1136 1136 1136 113 6 1136 1137 1137 1137 1137 1137 1137 113 7 1137 1137 1137 113 7 1137 1137 1137 1137 1137 1137 1138 1138 1138 1138 1138 113 8 113 8 1138 1138 1138 113 8 1138 1138 113 8 1138 1138 1139 1139 113 9 1139 1139 113 9 113 9 1139 1139 1139 1139 1139 1139 1139 1139 1139 113 9 113 9 1140 1140 1 1 4 0 1140 1140 1140 114 0 1140 1140 1140 114 0 1140 1140 11 4 0 1140 1140 114 1 1141 1141 1141 1141 1141 1141 1141 1141 114 1 1141 1141 1141 1141 1141 1141 1141 114 2 1142 114 2 1142 1142 1142 114 2 1142 1142 114 2 1142 114 2 1142 1 1 4 3 1143 114 3 1143 1143 114 3 1143 1143 114 3 1143 1143 1143 11 4 4 1144 114 4 1144 1144 1144 1144 1144 114 4 1144 1144 1 1 4 5 1145 114 5 1145 114 5 114 5 1 1 4 5 1145 1145 114 5 1145 1145 1145 1145 114 6 1 14 6 1146 114 6 1146 1146 1146 114 6 1146 1146 1 1 4 6 1146 11461146 114 7 1147 114 7 1147 114 7 1147 1147 1147 1147 114 7 1147 1147 1147 114 8 1148 114 8 1148 114 8 1148 1148 1148 114 8 1148 1148 114 9 1149 114 9 1149 114 9 1149 114 9 1149 1149 114 9 114 9 1149 1149 115 0 1150 115 0 1150 1150 115 0 115 0 1150 1150 115 0 1150 1150 1 1 5 0 115 1 1151 115 1 1151 1151 115 1 1151 1151 1151 115 1 1151 1151 115 2 1152 115 2 1152 1152 1152 115 2 1152 115 2 1152 1152 1 1 5 3 1153 115 3 115 3 1153 1153 1153 1153 1153 1153 115 4 1154 115 4 115 4 1154 1154 1154 115 4 115 5 1155 115 5 1155 115 5 115 5 1155 115 5 115 6 1156 1156 115 6 115 6 1156 115 6 115 7 1157 1157 1157 115 7 115 7 115 7 115 8 1158 1158 1158 115 8 1158 1158 115 9 1159 1159 1159 115 9 1159 116 0 1160 116 0 1160 116 0 116 0 116 0 116 1 1161 1161 1161 116 1 1161 116 2 1162 1162 1162 1162 116 2 116 3 1163 116 3 1163 116 3 116 3 116 3 116 4 116 4 116 4 1164 1164 116 4 116 4 1 1 6 5 116 5 1 1 6 5 1165 1165 116 5 1165 116 6 116 6 116 6 116 6 116 6 116 6 116 6 116 6 116 7 116 7 116 7 116 7 116 7 1167 116 7 116 7 1 1 6 8 116 8 1168 116 8 116 8 116 8 1168 116 8 1169 116 9 116 9 1169 116 9 116 9 116 9 116 9 116 9 1169 116 9 1170 1170 117 0 117 0 117 0 117 0 117 0 1170 117 0 117 0 1170 117 0 117 0 1170 117 0 117 0 117 0 117 0 117 0 117 0 117 0 1170 1170 117 0 117 0 117 0 1171 117 1 1171 1171 1171 1171 1171 117 1 117 1 117 1 1171 1171 1171 1171 117 1 117 1 1171 1171 1171 1171 117 1 1171 1171 1171 117 2 1172 117 2 117 2 1172 1172 117 2 117 2 1172 1172 117 2 1172 1172 1172 117 2 117 2 1172 1 1 7 3 1173 11 7 3 117 3 1 1 7 3 117 3 117 3 1173 1173 1173 117 3 1173 1173 1173 1173 1174 117 4 1174 117 4 117 4 117 4 117 4 1174 1174 117 5 117 5 117 5 117 5 1175 1175 1175 1 17 6 1176 1176 1176 117 7 1177 1177 1 17 8 117 9 1 1 8 0 118 1 1182 1183 118 4 1185 R EV IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 0 4 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 5 M A T C H L IN E - L - S T A . 2 2 + 0 0 R-2603 4 SEE SHEET NO. 18 MATCH LINE -Y1- STA. 20+00 SHEET 3 OF 28 PERMIT DRAWING 2 0 20 2 5 2 5 20 15 -L--L- - Y2--Y 1 --Y1- -Y1A- N AD 8 3 / 9 5 -Y1A- -Y1- SURFACE WATER TEMP IMPACTS TO SURFACE WATER TEMP IMPACTS TO SURFACE WATER PERM IMPACTS TO TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 1 SITE 1 SITE 12 S S SURFACE WATER DENOTES IMPACTS IN JC FAW TRACTOR INC JOHNSON OIL AND ELLAGRENE BROWN JAMES BROWN R/W MON EASEMENT UTILITY PERMANENT PERMANENT DRAINAGE EASEMENT 15 20 127 128 135 137 S S HW 15" CMP 18 " R CP 18 " R C P 24" CMP CB CB CB 15 " RCP C B 15 " R C P CB CB 12" CM P 12 " C MP 12 " C MP 15 " C MP CB CB CB 12 " C M P CB CB 15 " R C P 18" RCP 18" RCP CB 18" CMP 15 " C MP JU N C T I O N A PPR O X. 15" CMP CB 3 0" CM P 30" CMP 30" CMP JUNCTIONAPPROX. 4 8 " CM P 15" CMP 18" CMP 15 " C M P CB CB CB 18" RCP CB DI R A P P R O X. 1 5 " C M P CB 18" C M P 18" RCP CB 15" CMP CB CB CB CB 15" CMP CB MON R/W RCP 12" MON R/W MO N CO N C M O N R/W M O N R/W MON CONC CMP 18" C M P 2 4 " S BSTS CONC CONC BST BST CONC BST BST BST CONC BST CONC CONC BST CONC C O N C BST CONC DI DI DI DI CONC WHITE ST 18" BST BST BST CONC B S T S NC 18 S E COND S T B S T R H O P E S S T B S T CONC CAPS VENT S BS T B ST CONC BST CONC BST CONC C O N CCAPSVENT BST BST C ON C BST BST BST BST CONC S S SR 1525 E WAUGH BST SR 1525 W WAUGH BST B S T BST BST BST BST BST S S BST BST BST BSTBST CONC CONC CONC CONC CONC C O N C CONC CONC CONC CONC C O N C C O N C C O N C BST B S T C O NC CB B S T CONC CONC CONC DI CONC CONC CONC CONC 4’x 6’ B A R R E L DI A T M CB DI DI CB DI CB CB DI DI CAN CAN LADD FURNITURE INC 19 NC 268 ELKIN RD BST F LI N T HI L L R D B S T S R 2 3 3 4 HOLDINGS LLC J & L REAL ESTATE 126 INDUSTRIAL CENTERS LLC 136 EDWARD GREENE 124 INVESTORS 4100D LLC FIRST STATES 125 ELLEN LACKEY GARY LACKEY 18CARL BYRD 17 COMMUNITY ONE BANK 16 CONRAD REEVES 129 CONNARD LLC 130 131 MAROLYN PENDRY DAVID PENDRY MACK BROWN WILLA BROWN 13 18" C MP CHARLES B. BUSH JR. 176 KAJAN LLC 14 MON R/W 174.94’ +09.76 100.43’ +36.85 77.29’ +58.44 48.68’ +05.57 CHRISTOPHER ROBERTS TIMBERLI ROBERTS DUNCAN ELECTRIC CO JOHN MCNEIL DONNA MCNEIL MON R/W 18Z NC 268 ELKIN RD BST 18Z RAISE EXISTING HW CB CB CB CB CB CB CB CB CB CB DI DI DI CB CB 15" RCP-III 15" RCP-III 15" RCP-III 15 " RC P - III 15" RCP-III 15 " RC P -III 15" RCP-III 4 8 " RC P -III 2GI 1 8" RCP-III 18" RCP-III 18" RCP-III 1 5" R C P-III 24" RCP-III 3 0 " RC P- III 3 0 " 2GI -III RCP15" 15" RC P-III 15" RCP-III 15" 15" RCP-III CB 30" RCP-III w/MH JB RCP-III 36" 2GI w/MH JB 15" TO EX. RCBC TIE 24" RCP-III 3 0 " CB RETAIN RETAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE SEE DETAIL PR1 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR1 MI N. 2: 1 CHANNEL BANK TIE TO EXISTING EST. 26 TONS & 50 SY GEOTEXTILE LINER TYPE - CLASS ’I’ RIP RAP d= 3 Ft. LENGTH = 18 FT. -Y2- STA. 19+30 LT Channel Bed REMOVE P PLUG 18" @R/W REMOVE 84’ OF EX. 18" C F F F C F F F F F F F C F C C F F F F FF F F F F F F F F F F C DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 1 1 : 5 1 : 4 0 A M -Y1- NC 268 R-2603 29 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,180 1,190 1,200 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,180 12 13 14 15 16 17 18 19 20 21 22 23 24 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1,160 1,170-Y1- NC 268 1110 25 26 27 28 29 30 31 3224 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 4 OF 28 PERMIT DRAWING (- )3 .2932% (- ) 7. 4994% ELEV. 1185.40’ -Y1- STA. 15+00.00 BEGIN GRADE PI = 17+45.00 EL = 1,177.33’ VC = 400’ K = 95 V = 50 mph STA 15+75 AS DIRECTED BY THE ENGINEER INCIDENTAL MILLING FROM -Y1- STA. 13+05.00 TO (+)1.4108% PI = 27+55.00 EL = 1,101.59’ VC = 520’ K = 58 V = 35 mph EL. 1108.33’ -Y1- STA. 32+32.91 END GRADE DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1106.1 = 370 = 100(+) = 50 = 280 = 1102.3 = 340 = 1104.7 = 290 -Y1- Sta. 29+00 EXISTING 4’ X 6’ BOX CULVERT RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 0 7 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R-2603 7 S E E S H E E T N O. 8 M A T C H L I N E - L - S T A. 6 4 + 0 0 S E E S H E E T NO. 6 MAT CH LINE - L- S T A. 5 0 + 0 0 SHEET 5 OF 28 PERMIT DRAWING 5 0 5 5 6 0 5 0 -L- - Y7 - N A D 8 3 / 9 5 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 2 IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS JIMMY CHURCH EASEMENT DRAINAGE PERMANENT NORTH WILKESBORO CITY LIMITS N O R T H W IL K E S B O R O C IT Y L IM IT S N O R T H W I LK ESB O R O CIT Y LIM I T S NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS 39 141 18" CMP 18" C M P 18 " CMP 18 " C MP HW CMP15 " BST BST S OI L CONC SOIL BST BST GR GR GR GR CONC BST BST CONC BST CONC C O N C C ONC BST BST B S T BST B ST CONC CONC CONC BST BST B S T CONC S R 19 7 9 LE GION D R B S T BST CONC C O N C GR CONC CONC CONC BST BST GR M T L M T L MTL S CONC D I CAN 12 " C M P BST 4 "C U R B 18 ’ B S T W F G A D D Y R D S R 19 8 0 20’ BST SR 1971 FAIRPLAINS RD NC 268 ELKIN RD BST LESSIE BROWN JAMES BROWN 40 TERRY BROWN 41 AKG INC 42 BRUSHY MOUNTAIN BAPTIST ASSOCIATION INC 43 DOUGLAS HINCHER 44 MICHEAL WARREN 138 RAYMOND BLEVINS 139 BLANCH GREGORY 140 142 LESSIE BROWN JAMES BROWN45 GWYN KILBY 143 DENNIS WHITTINGTON 47 JAN KERLEY DOUG KERLEY 145 S A R A H PIE R C E C U R L E Y PIE R C E 14 4 10 8 " C M P 24" CMP 8 4" C M P 46 TERRY BROWN JR EASEMENT DRAINAGE PERMANENT HARVEY LEDFORD WILLIAM R. LOWE 48 BILLY BLEVINS SR 49 C M P 10 8 " WORKSHOP INC VOCATIONAL WILKES COUNTY 15" CMP15 " CM P 15" CMP C MP 108" 97’ 86’ +87 CB CB CB CB CB CB CB CB CB DI 2GI 2GI 2GI 2GI 2GI 2GI CB 15" RCP-III 15" RCP-III 15" RC P-III 15"15" 15 " RC P - III 15 " 1 5 " R C P - I I I 15" RCP-III 15" RCP-III 15" 15" R C P-III 15" RCP-III CB CB 15" RCP-III 18" CSP 15" CSP EST 85 CY BACKFILL EXISTING CHANNEL 15" RCP-III 2GI 2GI REMOVE TO R/W REMOVE REMOVE REMOVE RETA IN REMOVE 15" 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP 146 SY GEOTEXTILE EST. 50 TONS SEE DETAIL CC1 W/ CLASS II RIP RAP PERMANENT CHANNEL CHANGE 78 SY GEOTEXTILE SEE DETAIL TP1 EST. 61 TONS TOE PROTECTION 15" 15" RCP-III 15" RCP-III PLUG 18" @R/W PHASING DURING CULVERT REMOVE 84" & 108" CMP EST. 52 CY w/ FLOWABLE FILL FILL 108" CMP (22’) EST. 295 CY w/ FLOWABLE FILL FILL 108" CMP (125’) EST. 173 CY w/ FLOWABLE FILL FILL 7’x7’ RCBC (95’) DI 15" CSP 15" RCP-III DETAIL AA1 Ground Natural Ground Natural CLASS II RIP RAP AT OUTLET B= varies 8 to 11 Ft. 2:12: 1 ( Not to Scale) BGeotextile -L- STA. 59+57 (115’ to 135’ RT) 2: 1 d D ( Not to Scale) B CHANNEL CHANGE Ground Natural DETAIL CC1 Ground Natural Fill Slope Proposed GEOTEXTILE Type of Liner= Class II Rip Rap Backfill Exist. Channel B= 5 Ft. Max. d= 4 Ft. Min. D= 4 Ft. FROM -L- STA. 59+66 (273’ LT) TO -L- STA. 59+64 (232’ LT) SEE DETAIL AA1 16 SY GEOTEXTILE EST 9 TONS PLACE ON BANKS ONLY CLASS II RIP RAP SEE DETAIL AA1 22 SY GEOTEXTILE EST 13 TONS PLACE ON BANKS ONLY CLASS II RIP RAP FF C F F F C F C C F F C F C F C F F F F F C F F F F C CC 10 4 5 10 4 6 10 4 6 10 4 7 10 4 7 10 4 8 10 4 8 10 4 9 10 4 9 10 5 0 1050 10 5 1 1051 1051 10 5 2 10 5 2 1052 10 5 3 10 5 3 1053 1054 10 54 10 54 10 5 5 1055 10 5 5 1056 1056 10 5 6 1056 1057 1057 10 5 7 1057 1058 1058 10 5 8 1058 10 59 1059 10 59 1059 10601060 10 6 0 10 6 0 1061 1061 106 1 10 6 1 1061 1061 1061 10 6 2 1062 1062 10 6 2 1062 1062 1062 1 0 6 3 1063 1063 1063 1063 10 6 3 10 6 4 1064 1064 1 0 6 4 1064 10 6 4 1 0 6 5 1065 1065 10 6 5 1065 10 6 5 10 6 6 1066 1066 10 6 6 1066 1066 10 6 7 1067 1067 10 6 7 1067 1067 10 6 7 10 6 8 1068 1068 10 6 8 1068 1068 1068 10 6 9 1069 1069 10 69 1069 1069 1069 1069 10 7 0 1070 1070 10 7 0 1070 1070 1070 1070 1070 1070 1071 1071 1071 1071 1071 1071 10 71 1071 1071 1071 1071 10 7 1 1072 1072 1072 1072 1072 1072 1072 1072 1072 1072 10 7 2 10 7 2 1073 1073 1073 1073 1073 1073 1073 1073 1073 10 7 3 10 73 1073 10 73 1074 1074 1074 1074 1074 1074 1074 10 7 4 1074 1074 1074 10 7 4 10 74 1074 1074 10 7 4 1 0 7 4 10 7 4 1074 10 7 4 1074 1075 1075 1075 10 7 5 10 7 5 10 7 5 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1075 1076 10 76 1076 1076 1076 1076 10 7 6 10 7 6 1076 1076 1076 10 7 6 1076 1076 1076 1077 10 7 7 1077 1077 1077 10 7 7 1077 1077 10 7 7 1 0 7 7 10 7 7 1077 10 7 7 1078 10 7 8 1078 1078 10 78 10 78 10 78 1078 10 7 8 1078 1078 1079 10 7 9 10 79 1079 10 7 9 1079 1079 1079 1 0 7 9 1079 10 8 0 10 8 0 1080 1080 10 8 0 1 0 8 0 1080 1080 1081 10 81 1081 1081 10 81 1081 10 81 1081 10 8 2 1082 1082 10 8 2 1082 1082 1082 10 8 3 1083 1083 1083 10 8 3 1083 10 8 4 1084 1084 10 8 4 10 8 4 1084 10 8 5 1085 1085 10 8 5 10 8 5 1085 10 8 6 10 8 6 1086 1086 10 8 6 1086 10 86 108 7 1087 1087 1087 10 8 7 1087 1087 1087 1088 1088 1088 1088 1088 10 8 8 10 88 1088 1088 1089 1089 1089 1089 1089 1089 10 8 9 1089 1089 1090 1090 1090 1090 1090 1090 10 9 0 1090 109 0 1090 1091 1091 1091 10 91 1091 10 91 1091 1091 1091 1091 1092 10 9 2 1092 10 9 2 1092 1092 1092 10 9 2 1092 1092 10 9 2 1093 1093 1093 1093 10 9 3 1093 1093 1093 10 9 3 1093 1093 10 9 3 1094 1094 1094 1094 1094 10 9 4 1094 10 94 1094 1094 1094 1094 1094 1094 1094 1094 1094 1095 1095 1095 10 9 5 1095 1095 1 0 9 5 1095 1095 1095 1095 1095 1095 1095 1095 10 9 5 1095 1095 1095 10 9 5 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 1096 10 9 6 1096 10 9 6 1096 1097 1097 1097 1097 1097 1097 10 9 7 10 9 7 1097 1097 1097 10 9 7 1098 1098 1098 1098 1098 1098 10 9 8 10 9 8 1098 1099 1099 10 99 1099 1099 1099 10 9 9 1099 1099 1099 1099 1099 1099 1100 1100 1100 110 0 1100 1100 110 0 110 0 1100 1100 1101 1101 110 1 1101 1101 1101 1101 1101 1101 1101 1101 1102 1102 1102 110 2 1102 1102 110 2 110 2 110 2 1102 1102 1102 1103 1103 1103 1103 1103 1103 1103 110 3 110 3 1103 1103 110 3 1104 1104 1104 1104 1104 1104 110 4 1104 1104 1104 1104 110 4 1105 1105 1105 110 5 1105 1105 110 5 1105 1105 1105 110 5 110 5 1106 110 6 1106 110 6 1106 1106 1106 1106 1106 1106 1106 110 6 1106 1107 1107 1107 110 7 1107 1107 110 7 1107 1107 1107 1107 1107 1107 110 7 1108 1108 1108 1108 1108 110 8 110 8 11 0 8 1108 110 8 1108 1108 1108 1109 1109 110 9 1109 110 9 110 9 1109 1109 1109 1110 1110 1110 1110 1110 1110 1110 1 1 1 0 1111 1111 1 1 11 1111 1111 1111 1111 1111 1 1 12 1112 1112 1 112 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 0 7 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R-2603 7 S E E S H E E T N O. 8 M A T C H L I N E - L - S T A. 6 4 + 0 0 S E E S H E E T NO. 6 MAT CH LINE - L- S T A. 5 0 + 0 0 SHEET 6 OF 28 PERMIT DRAWING 5 0 5 5 6 0 5 0 -L- - Y7 - -Y8- N A D 8 3 / 9 5 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 2 IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS JIMMY CHURCH EASEMENT DRAINAGE PERMANENT NORTH WILKESBORO CITY LIMITS N O R T H W IL K E S B O R O C IT Y L IM IT S N O R T H W I LK ESB O R O CIT Y LIM I T S NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS 39 141 18" CMP 18" C M P 18 " CMP 18 " C MP HW CMP15 " BST BST S OI L CONC SOIL BST BST GR GR GR GR CONC BST BST CONC BST CONC C O N C C ONC BST BST B S T BST B ST CONC CONC CONC BST BST B S T CONC S R 19 7 9 LE GION D R B S T BST CONC C O N C GR CONC CONC CONC BST BST GR M T L M T L MTL S CONC D I CAN 12 " C M P BST 4 "C U R B 18 ’ B S T W F G A D D Y R D S R 19 8 0 20’ BST SR 1971 FAIRPLAINS RD NC 268 ELKIN RD BST LESSIE BROWN JAMES BROWN 40 TERRY BROWN 41 AKG INC 42 BRUSHY MOUNTAIN BAPTIST ASSOCIATION INC 43 DOUGLAS HINCHER 44 MICHEAL WARREN 138 RAYMOND BLEVINS 139 BLANCH GREGORY 140 142 LESSIE BROWN JAMES BROWN45 GWYN KILBY 143 DENNIS WHITTINGTON 47 JAN KERLEY DOUG KERLEY 145 S A R A H PIE R C E C U R L E Y PIE R C E 14 4 10 8 " C M P 24" CMP 8 4" C M P 46 TERRY BROWN JR EASEMENT DRAINAGE PERMANENT HARVEY LEDFORD WILLIAM R. LOWE 48 BILLY BLEVINS SR 49 C M P 10 8 " WORKSHOP INC VOCATIONAL WILKES COUNTY 15" CMP15 " CM P 15" CMP C MP 108" 97’ 86’ +87 CB CB CB CB CB CB CB CB CB DI 2GI 2GI 2GI 2GI 2GI 2GI CB 15" RCP-III 15" RCP-III 15" RC P-III 15"15" 15 " RC P - III 15 " 1 5 " R C P - I I I 15" RCP-III 15" RCP-III 15" 15" R C P-III 15" RCP-III CB CB 15" RCP-III 18" CSP 15" CSP EST 85 CY BACKFILL EXISTING CHANNEL 15" RCP-III 2GI 2GI REMOVE TO R/W REMOVE REMOVE REMOVE RETA IN REMOVE 15" 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP 146 SY GEOTEXTILE EST. 50 TONS SEE DETAIL CC1 W/ CLASS II RIP RAP PERMANENT CHANNEL CHANGE 78 SY GEOTEXTILE SEE DETAIL TP1 EST. 61 TONS TOE PROTECTION 15" 15" RCP-III 15" RCP-III PLUG 18" @R/W PHASING DURING CULVERT REMOVE 84" & 108" CMP EST. 52 CY w/ FLOWABLE FILL FILL 108" CMP (22’) EST. 295 CY w/ FLOWABLE FILL FILL 108" CMP (125’) EST. 173 CY w/ FLOWABLE FILL FILL 7’x7’ RCBC (95’) DI 15" CSP 15" RCP-III DETAIL AA1 Ground Natural Ground Natural CLASS II RIP RAP AT OUTLET B= varies 8 to 11 Ft. 2:12: 1 ( Not to Scale) BGeotextile -L- STA. 59+57 (115’ to 135’ RT) 2: 1 d D ( Not to Scale) B CHANNEL CHANGE Ground Natural DETAIL CC1 Ground Natural Fill Slope Proposed GEOTEXTILE Type of Liner= Class II Rip Rap Backfill Exist. Channel B= 5 Ft. Max. d= 4 Ft. Min. D= 4 Ft. FROM -L- STA. 59+66 (273’ LT) TO -L- STA. 59+64 (232’ LT) SEE DETAIL AA1 16 SY GEOTEXTILE EST 9 TONS PLACE ON BANKS ONLY CLASS II RIP RAP SEE DETAIL AA1 22 SY GEOTEXTILE EST 13 TONS PLACE ON BANKS ONLY CLASS II RIP RAP FF C F F F C F C C F F C F C F C F F F F F C F F F F C CC DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 1 1 : 5 9 : 5 7 A M 38 50 -L- NC 268 -L- NC 268 R-2603 23 3736 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 7 OF 28 PERMIT DRAWING PI = 37+00.00 EL = 1,086.11’ (-)4 .0270% (-)1.4050% VC = 430’ K = 164 V = 65 mph (+)2.9400% V = 50 mph PI = 43+75.00 EL = 1,076.62’ VC = 420’ K = 97 ELEV. 1074.70’ 8" SPIKE IN ROOT OF 16" POPLAR TREE 203.52’ RT. -L- STA. 42+89.22 BM # 3 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1078.6 = 165 = 100(+) = 50 = 120 = 1077.7 = 150 = 1078.3 = 145 -L- Sta. 44+02EXISTING 5’ X 6’ BOX CULVERT (+)2.9400% (- )3 .2470% (-)0.5700% PI = 52+80.00 EL = 1,103.23’ VC = 840’ K = 136 V = 55 mph PI = 60+95.00 EL = 1,076.77’ VC = 260’ K = 97 V = 50 mph ELEV. 1075.36’ 8" SPIKE IN ROOT OF 10" PINE TREE 180.12’ LT. -L- STA. 60+50.08 BM # 4 IN V =1047. 64’ IN V =1044. 67’ 18 " C M P - C P P IN V = 10 5 4 . 0 1’ IN V = 10 4 9 . 7 0 ’ 15" CMP18" RCP RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 0 9 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 10 M A T C H L IN E - L - S T A . 9 2 + 0 0 R-2603 9 S E E S H E E T N O . 8 M A T C H L I N E - L - S T A . 7 8 + 0 0 SHEET 8 OF 28 PERMIT DRAWING8 0 8 5 9 0 -L- -Y9- -Y10- N AD 8 3 / 9 5 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 3 SITE 3 MARK BARE KEN HAMBY LUCY JOHNSON LINDA ST CLAIR W H IT L E Y D IC K E N S O N P R O P E R T IE S L L C DEBRA EVANS BRUCE EVANS DARLENE GRIT DONALD GRIT VEATRICE JOHNSON DARRYL JOHNSON DARRYL JOHNSONANNA WYATT VERNON WYATT FRANK JOHNSON BILLY ELMORE ROBERT GENTLE RUSSELL TRIPLETT NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS N O R T H W I L K E S B O R O C I T Y L I M I T S NORTH WILKESBORO CITY LIMITS N O R T H W IL K E S B O R O C IT Y L IM IT S NORTH WILKESBORO CITY LIMITS 10 0 ’ D U KE P O WE R E A S E ME NT 10 0 ’ DU KE P O WE R E AS E MENT 100’ 1 6 ’ I N G R E S S E G R E S S E A S E M E N T 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 146 2 4 " C M P 24" CMP JUCT APPROX. 18" CMP 15" CMP 18" RCP DI DI DI v v v v 1 B A R R E L L 4 ’ x 3 ’ NORTH WILKESBORO CITY LIMITS C M P 2 4 " C M P 3 0 " GR S R 19 8 1 P E B B LE S T 18 ’ B S T SR 1982 GRYDER ST BST B S T BSTS BST RAP RIP GR SS BST GR BST GR DK B S T GR G R BST BST B S T K A T I E L N B S T DK D K BST GR BST S 72"CHLGR C O N C GR GR GR BST BST BST B S T S GR GR C O N C CONC CONC GR BSTDI B S T 15" CMP 15" CMP15" CMP 15" CMP 15" CMP CAN MTL G R 15" CMP NC 268 ELKIN RD 22’ BST GUSTAVO VILLEGAS MENDOZA RALPH HOUSTON ROYAL LINDA ST CLAIR 177 178 179 B8 1072. 92 B 9 1072. 32 B 10 1073.32B 13 1071.04*B L3603 B 15 1073.20 B 19 1073.83 B 20 1073.83 B 21 1074.56 B 22 1075.83 B 24 1074. 59 B 27 1074.68 B 29 1076.17 B 30 1078.27 B 32 1078.36 B35 1078. 51 B 38 1080.48 B 41 1080.74 B 42 1080.33*EL3603 B 72 1067.89 B73 1068. 04 B 74 1068.17 B 81 1071. 83*BL 3603 B93 1060.98*B L3405 B 94 1060.64 B95 1060. 59 B96 1059. 12 B97 1058. 91 B98 1057.24 B99 1057.23 B 1001059.71 B 101 1059.91 B 102 1061.16*EL 3405 B121 1046.72*B L3604 B 1221067.98 B 123 1060.41*EL3603 B 157 1071.53 B158 1072.14 B 159 1071.15 B 160 1072.12 B166 1069.28 B 1721067.94 B1731066. 11 B 174 1067.68 B1821060. 46 B1841056. 10*E L3604 B 187 1062.15 B 1881061.40 B 189 1062.81 B 191 1064.18 B 1921070. 92 B 193 1071.39 B 1941073.37 B195 1072.98 B 2041075.34 B2131078. 47*B L3603 B 2211080.23 B 2251069.21 B2311069. 68 B 2331072.69*B L3405 B 2341072.83*B L3405 B 2351071. 71*EL3405 B2361076. 54 B2371076.51 B 2381076.41 B2391079.26 B 2401078.90 B2621082. 11 B2631080.94 B2641081.54 B 2651080.57 B2851077.56*B L36031 B 2911080.91 B 2941082.76 B 3021079.64 B3051080. 62 B 3061080.71*EL36031 B3071069.31*B L3405 B3081066.61 B3091065. 81 B 310 1065.18 B 311 1065.33 B 312 1065.28 B 313 1062.80 B314 1064.98 B 315 1066.05 B 319 1065.95 B 3221069.25*EL3405 B 3411061. 86 B 3451065.04*EL 3603 B 3511081.44 3701 A X LE B 3971080. 65B 4001081.64 B 4011081.38 B 4531073.41 B 4761079.39 B 5461063.27*EL3604 REBEKAH DONNA YORK LIFE ESTATE GARAGE BLK CONC GR 48" CHL GR GR SIDNEY AVE GR GR CONC LANDSCAPE GR PO O L POOL WD DECK WD DECK GR C O N C C O N C MON CONC GR 18 " C M P JASON SCOTT BROWN ROGER & KAREN HAMBY TRAVIS JAMES MATHIS 74 H D P E 18 " 55 WILLIAM EUGENE HOLLAND TP WILKES LLC 73 ESTATE HOLDING, LLC J&S FAIR REAL 56 DONNA R. KEY REEVES, JR. FRED A. PATRICIA BILLINGS TYRE BILLINGS 56 18" RCP 85’ +31 164’ +80 85’ +67 180’ +05 DI DI 2GI CBCBCB 2GI CB CBCB 2GI BDO CB CB 2GI BDO BDO CBCB JB w/MH CB 2GI 2GI 2GI 28 SY GEOTEXTILE EST. 11 TONS CLASS ’B’ RIP RAP 1 5" 15 " 15" RCP-III 18" RCP-III 15" RCP-III 24" RC P- III 24" HW SPECIAL CB 15 " RC P- III 15" RCP-III 15" RCP-III CBCB CB 18" RCP-III 18" RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 24" RCP-III 24" RCP-III 24" RCP-III 15 " 15" 1 5 " 15" RCP-III 15"15" 3 6 " 18" RCP-III 18" RCP-III 3 0 " R C P - I I I 24" RCP-III 15 " 15" RCP-III 15 " RC P - III 18 " RC P - II I 18" RCP-III HW 4 8 " R C P - I I I TO 86+60 RT FROM STA 86+00 EST. 51 SY INSTALL PSRM 15" RCP-III CB CB 15 " 15 " BDO 2GI 1 5 " R C P - I I I CB 2GI 15"15" RCP-III 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI RETAIN RCBC REMOVE REMOVE REMOVE REMOVE REMOVE 24" CMP REMOVE 26’+/- TB JB w/MH SPECIAL RC P- III 4 8 " CB CB CB CB CB CB CB 18" 15" w/ELBOWS 24" 15" SEE DETAIL PR2 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP 15" 15"15" 24" RCP-III 15" 15" RCP-III 15" d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR2 MI N. 2: 1 EST. 26 TONS & 50 SY GEOTEXTILE LINER TYPE - CLASS ’I’ RIP RAP d= 4 Ft. FT. LENGTH = 10 Channel Bed -L- STA. 78+80 RT CHANNEL BANK TIE TO EXISTING REMOVE REMOVE RETAIN F CC C C F F F C F C C F C F F C C F F C C C F F C F F F F F F 1037 10 3 8 10 3 9104010 4 0 10 4 1 1041 10 41 10 4 2 1042 10 4 2 1042 10 4 3 10 43 10 4 3 1043 1043 1 0 4 3 10 4 4 10 4 4 1044 10 4 4 10 4 4 10 4 4 10 4 510 4 5 1045 10 4 5 10 4 5 1045 10 4 5 1045 10 4 6 10 4 6 1046 10 46 10 4 6 10 4 6 10 4 6 1046 10 4 6 1046 10 4 7 10 47 1047 10 4 7 10 4 7 10 4 7 10 4 7 1047 1047 10 4 8 10 4 8 1048 10 4 8 10 4 8 10 4 8 10 4 8 1048 1048 1048 10 4 8 10 4 9 10 4 9 1049 10 4 9 10 4 9 1049 10 49 10 4 9 10 4 9 10 49 1049 10 4 9 10 4 9 104 9 10 4 9 10 4 91049 1049 10 5 0 10 5 0 1050 10 5 0 10 5 0 1050 1050 10501050 10 5 0 10 5 0 1 0 5 0 1050 10 5 0 10 5 0 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 10 5 1 1051 10 5 1 10 5 1 10511051 1051 105110 5 1 1051 1051 1051 1051 10 5 1 10 5 1 10 5 1 1051 10 5 1 1051 1051 1051 1051 1051 1051 10 5 1 10 5 1 10 5 1 1051 1051 1051 1051 1051 1051 1051 10 5 2 1052 1052 1052 1052 1052 1052 1052 1052 1052 10 5 2 1052 1052 10 52 1052 1052 1052 10 5 2 1052 10 5 2 1052 1052 1052 10 5 2 10 5 2 1052 1052 1052 1052 1052 10 5 3 1053 1053 1053 10 5 3 1053 1053 1053 1053 1053 10 5 3 1053 1053 10 5 3 1053 1053 10 5 3 10 5 3 10 5 3 1053 1053 1053 1053 10 5 4 1054 1054 1054 1054 1054 1054 10541054 1054 1054 1054 1054 1054 10 5 4 1054 10 5 4 10 5 4 10 5 4 1054 1054 1054 10 54 10 5 4 1 0 5 5 1055 1055 1055 1055 1055 1055 10 5 5 1055 1055 1055 1055 1055 1055 10 5 5 1055 1055 10 5 5 1055 10 5 5 10 5 5 10 5 5 1055 10 5 6 10 5 6 10 5 6 1056 1056 1056 1056 1056 1056 1056 1056 1056 1056 1056 1056 1056 1056 10 5 6 10 5 6 1056 10 5 6 1056 1056 10 5 6 10 5 6 10 5 61056 10 5 6 10 5 7 1057 1057 105 7 1057 1057 1057 1057 10571057 1057 1057 1057 10 5 7 10 5 7 1057 10 5 7 1057 10 5 7 1057 1057 1057 1057 1057 10 5 7 1057 10 5 7 1057 10 5 7 1057 10 5 7 10 5 7 10 5 7 10 5 7 1057 1058 1058 1058 10 5 8 1058 1058 10 5 8 1058 1058 1 0 5 8 10 5 8 1058 1058 10 58 1058 1058 1058 1058 1058 1058 1058 1058 1058 1058 1058 10 5 8 10 5 8 1058 10 58 10 58 1058 1058 10 5 9 1059 1059 1059 10 5 9 1059 1059 1059 1059 1059 1059 1059 1059 10 5 9 1059 1059 10591059 1059 1059 10 5 9 10591059 10 59 1059 1059 1059 1059 1059 1059 1059 1059 1 0 6 0 1060 1060 10 6 0 1060 1060 1060 1060 1060 1060 1060 10 6 0 10 6 0 1060 1060 1060 1060 1060 10 6 0 10 6 0 1060 1060 1 0 6 0 1060 1060 1060 10 6 1 10 6 1 1061 10 6 1 1061 1061 1061 1061 1061 1061106110 6 1 1061 1061 1061 1061 10 6 1 10 6 1 1061 10 6 1 1061 10 6 1 1061 1061 1061 1061 10 6 2 1062 10 6 2 106 2 1062 10 6 21062 1062 1062 10 6 2 10 62 1062 1062 1062 1062 1062 10 6 2 1062 10 62 1062 10 6 2 1062 1062 10 6 2 1063 1063 1063 10 6 3 1063 1063 1 0 6 3 10 63 1063 1063 1063 1063 1063 1063 1063 1063 1063 10 6 3 10 6 3 1063 10 6 3 1063 10 6 3 1063 1063 10 6 3 106 4 10 641064 1064 1064 10 6 4 1064 1064 1064 1064 1064 1064 1064 1064 10 6 4 10 6 4 1064 10 6 4 1064 1064 10 6 4 1064 1064 106 4 10 6 5 10 6 5 1065 10 6 5 10651065 1065 1065 1065 1065 1065 1065 1065 10 6 5 10 6 5 1065 10 6 5 1065 1065 1065 1065 1065 10 6 6 10 6 6 1066 1066 10 66 1066 1066 106610 6 6 10 6 6 10 6 6 1066 1066 1066 1066 1066 10 6 6 10 6 6 1066 1066 1066 1066 1066 1066 10 6 6 10 6 6 1066 10 67 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 1067 10 6 8 10 6 8 1068 1068 1068 10 6 8 1068 1068 10 6 8 10 6 8 10 68 10 6 8 1068 1068 1068 106 8 1068 1068 10 6 8 1068 1068 1068 1068 1068 10 6 9 1069 1069 1069 1069 1069 10 69 1069 1069 10 6 9 10 6 9 1069 1069 1069 1069 106 9 1069 1069 10 6 9 1069 1069 1069 1069 1069 1069 10 7 0 1070 1070 1070 1070 10 7 0 1070 1070 10 7 0 1 0 7 0 1070 10 7 0 1070 1070 1070 1070 10 7 0 1070 1070 1070 1070 10 71 10 7 1 1071 1071 1071 1071 1071 10 7 1 1071 10 7 1 1071 1071 1071 1071 1071 1071 10 7 1 1071 1071 1071 1071 1072 1072 10 7 2 1072 1072 1072 1072 1072 1072 10 7 2 1072 1072 1072 1072 1072 10 7 2 1072 10 7 2 1072 1072 1072 1073 1073 1073 1073 10 7 3 1073 1073 1073 10 7 3 10 7 3 1073 1073 1073 1073 10 7 3 1073 10 73 10 7 3 1073 1073 1074 10 7 4 1074 1074 1074 10 74 10741074 10 74 10 7 4 10 74 1074 1074 1074 1074 10 7 4 1074 10 7 4 1074 1075 107 5 1075 1075 1075 1075 10 7 51075 107510 7 5 1 0 7 5 1075 1075 1075 1075 1075 1075 1075 1076 1076 1076 1076 1076 1076 1076 10 7 6 1076 1076 1076 1076 1076 1076 1 0 7 6 1077 10 7 7 1077 1077 10 7 7 1077 1077 10 7 7 1077 10 77 1077 1077 1077 1078 1078 1078 1078 1078 1078 1078 10 7 8 1078 10 78 1078 1078 1078 1079 1079 1079 1079 1079 10 7 9 1079 1079 1079 1079 1079 10 7 9 1080 10 80 10 8 0 1080 10 8 0 1080 10 80 1080 1080 1080 1081 10 8 1 1081 1081 108 1 1081 1081 1081 1082 1082 1082 1082 IN V =1047. 64’ IN V =1044. 67’ 18 " C M P - C P P IN V = 10 5 4 . 0 1’ IN V = 10 4 9 . 7 0 ’ 15" CMP18" RCP RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 0 9 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 10 M A T C H L IN E - L - S T A . 9 2 + 0 0 R-2603 9 S E E S H E E T N O . 8 M A T C H L I N E - L - S T A . 7 8 + 0 0 SHEET 9 OF 28 PERMIT DRAWING8 0 8 5 9 0 -L- -Y9- -Y10- N AD 8 3 / 9 5 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 3 SITE 3 MARK BARE KEN HAMBY LUCY JOHNSON LINDA ST CLAIR W H IT L E Y D IC K E N S O N P R O P E R T IE S L L C DEBRA EVANS BRUCE EVANS DARLENE GRIT DONALD GRIT VEATRICE JOHNSON DARRYL JOHNSON DARRYL JOHNSONANNA WYATT VERNON WYATT FRANK JOHNSON BILLY ELMORE ROBERT GENTLE RUSSELL TRIPLETT NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS N O R T H W I L K E S B O R O C I T Y L I M I T S NORTH WILKESBORO CITY LIMITS N O R T H W IL K E S B O R O C IT Y L IM IT S NORTH WILKESBORO CITY LIMITS 10 0 ’ D U KE P O WE R E A S E ME NT 10 0 ’ DU KE P O WE R E AS E MENT 100’ 1 6 ’ I N G R E S S E G R E S S E A S E M E N T 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 146 2 4 " C M P 24" CMP JUCT APPROX. 18" CMP 15" CMP 18" RCP DI DI DI v v v v 1 B A R R E L L 4 ’ x 3 ’ NORTH WILKESBORO CITY LIMITS C M P 2 4 " C M P 3 0 " GR S R 19 8 1 P E B B LE S T 18 ’ B S T SR 1982 GRYDER ST BST B S T BSTS BST RAP RIP GR SS BST GR BST GR DK B S T GR G R BST BST B S T K A T I E L N B S T DK D K BST GR BST S 72"CHLGR C O N C GR GR GR BST BST BST B S T S GR GR C O N C CONC CONC GR BSTDI B S T 15" CMP 15" CMP15" CMP 15" CMP 15" CMP CAN MTL G R 15" CMP NC 268 ELKIN RD 22’ BST GUSTAVO VILLEGAS MENDOZA RALPH HOUSTON ROYAL LINDA ST CLAIR 177 178 179 B8 1072. 92 B 9 1072. 32 B 10 1073.32B 13 1071.04*B L3603 B 15 1073.20 B 19 1073.83 B 20 1073.83 B 21 1074.56 B 22 1075.83 B 24 1074. 59 B 27 1074.68 B 29 1076.17 B 30 1078.27 B 32 1078.36 B35 1078. 51 B 38 1080.48 B 41 1080.74 B 42 1080.33*EL3603 B 72 1067.89 B73 1068. 04 B 74 1068.17 B 81 1071. 83*BL 3603 B93 1060.98*B L3405 B 94 1060.64 B95 1060. 59 B96 1059. 12 B97 1058. 91 B98 1057.24 B99 1057.23 B 1001059.71 B 101 1059.91 B 102 1061.16*EL 3405 B121 1046.72*B L3604 B 1221067.98 B 123 1060.41*EL3603 B 157 1071.53 B158 1072.14 B 159 1071.15 B 160 1072.12 B166 1069.28 B 1721067.94 B1731066. 11 B 174 1067.68 B1821060. 46 B1841056. 10*E L3604 B 187 1062.15 B 1881061.40 B 189 1062.81 B 191 1064.18 B 1921070. 92 B 193 1071.39 B 1941073.37 B195 1072.98 B 2041075.34 B2131078. 47*B L3603 B 2211080.23 B 2251069.21 B2311069. 68 B 2331072.69*B L3405 B 2341072.83*B L3405 B 2351071. 71*EL3405 B2361076. 54 B2371076.51 B 2381076.41 B2391079.26 B 2401078.90 B2621082. 11 B2631080.94 B2641081.54 B 2651080.57 B2851077.56*B L36031 B 2911080.91 B 2941082.76 B 3021079.64 B3051080. 62 B 3061080.71*EL36031 B3071069.31*B L3405 B3081066.61 B3091065. 81 B 310 1065.18 B 311 1065.33 B 312 1065.28 B 313 1062.80 B314 1064.98 B 315 1066.05 B 319 1065.95 B 3221069.25*EL3405 B 3411061. 86 B 3451065.04*EL 3603 B 3511081.44 3701 A X LE B 3971080. 65B 4001081.64 B 4011081.38 B 4531073.41 B 4761079.39 B 5461063.27*EL3604 REBEKAH DONNA YORK LIFE ESTATE GARAGE BLK CONC GR 48" CHL GR GR SIDNEY AVE GR GR CONC LANDSCAPE GR PO O L POOL WD DECK WD DECK GR C O N C C O N C MON CONC GR 18 " C M P JASON SCOTT BROWN ROGER & KAREN HAMBY TRAVIS JAMES MATHIS 74 H D P E 18 " 55 WILLIAM EUGENE HOLLAND TP WILKES LLC 73 ESTATE HOLDING, LLC J&S FAIR REAL 56 DONNA R. KEY REEVES, JR. FRED A. PATRICIA BILLINGS TYRE BILLINGS 56 18" RCP 85’ +31 164’ +80 85’ +67 180’ +05 DI DI 2GI CBCBCB 2GI CB CBCB 2GI BDO CB CB 2GI BDO BDO CBCB JB w/MH CB 2GI 2GI 2GI 28 SY GEOTEXTILE EST. 11 TONS CLASS ’B’ RIP RAP 1 5" 15 " 15" RCP-III 18" RCP-III 15" RCP-III 24" RC P- III 24" HW SPECIAL CB 15 " RC P- III 15" RCP-III 15" RCP-III CBCB CB 18" RCP-III 18" RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 24" RCP-III 24" RCP-III 24" RCP-III 15 " 15" 1 5 " 15" RCP-III 15"15" 3 6 " 18" RCP-III 18" RCP-III 3 0 " R C P - I I I 24" RCP-III 15 " 15" RCP-III 15 " RC P - III 18 " RC P - II I 18" RCP-III HW 4 8 " R C P - I I I TO 86+60 RT FROM STA 86+00 EST. 51 SY INSTALL PSRM 15" RCP-III CB CB 15 " 15 " BDO 2GI 1 5 " R C P - I I I CB 2GI 15"15" RCP-III 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI RETAIN RCBC REMOVE REMOVE REMOVE REMOVE REMOVE 24" CMP REMOVE 26’+/- TB JB w/MH SPECIAL RC P- III 4 8 " CB CB CB CB CB CB CB 18" 15" w/ELBOWS 24" 15" SEE DETAIL PR2 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP 15" 15"15" 24" RCP-III 15" 15" RCP-III 15" d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR2 MI N. 2: 1 EST. 26 TONS & 50 SY GEOTEXTILE LINER TYPE - CLASS ’I’ RIP RAP d= 4 Ft. FT. LENGTH = 10 Channel Bed -L- STA. 78+80 RT CHANNEL BANK TIE TO EXISTING REMOVE REMOVE RETAIN F CC C C F F F C F C C F C F F C C F F C C C F F C F F F F F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 4 : 0 9 : 2 8 P M 78 -L- NC 268 -L- NC 268 R-2603 24 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 10 OF 28 PERMIT DRAWING (-)0.5700% (-)1.2922% PI = 68+10.00 EL = 1,072.69’ VC = 1,050’ K = 1454 V = 80 mph (-)1.2% E L = 10 5 4 . 8 - L- S T A . 7 4 + 8 5 R T B E G IN LA TE RA L V D ITC H E L = 10 4 7 . 2 4 ’ - L- S TA . 7 6 + 5 0 R T LA TE RA L V D ITC H EL = 10 4 6 . 6 4 ’ - L- S TA . 7 7 + 0 0 RT LA TE RA L V D ITC H EN D (-)4 . 5 8% E L = 1 0 5 7 . 4 8 ’ - L- S TA . 7 8 + 0 0 LT E N D LA TE RA L V D ITC H E L = 1 0 6 7 . 15 ’ - L- S TA . 7 3 + 0 0 LT B E G IN LA TE RA L V D ITC H (-)1.2% (-)1.2922% (+)0.3400% PI = 85+60.00 EL = 1,050.08’ VC = 900’ K = 551 V = 80 mph ELEV. 1055.75’ 8" SPIKE IN ROOT OF 10" FORKED MAPLE 129.22’ RT. -L- STA. 79+19.79 BM # 5 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1060.5 = 150 = 500(+) = 50 = 49 = 1048.5 = 60 = 1049.5 = 49 -L- Sta. 78+90 TIED TO 42" RCP EXISTING 3’ X 4’ BOX CULVERT (-)1.5% E L = 10 4 9 . 0 0 ’ - L- S T A . 8 6 + 5 0 R T B E G IN LA TE RA L V D ITC H E L = 10 4 7 . 8 0 ’ - L- S TA . 8 7 + 3 0 R T E N D LA TE R A L V D ITC H 1026. 56 1027.06 I N V =1024.79’ 18" C MP RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 0 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 11 M A T C H L I N E - L - S T A . 10 5 + 0 0 S E E S H E E T N O . 9 M A T C H L IN E - L - S T A . 9 2 + 0 0 R-2603 10 S E E S H E E T NO. 19 MAT CH LINE -Y11- S T A. 2 0 + 00 SEE SHEET NO. 11 MATCH LINE -Y11- STA. 25+00 SHEET 11 OF 28 PERMIT DRAWING 9 5 10 0 10 5 -L- -DRIVE3- - Y11- N AD 8 3 / 9 5 10 5 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 4 IN SURF WATER PERM IMPACTS MARY HUTCHINSON TAM HUTCHINSON ALMEDA ELLER WILLIAM ELLER FRED REEVES TP WILKES LLC NORTH WILKESBORO CITY LIMITS N O R T H WI L K E S B O R O C I T Y LI MI T S NORTH WILKESBORO CITY LIMITS N O R T H WIL K E S B O R O C IT Y L IM IT S 73 74 75 76 79 18" CMP STEEL30" BST NC 268 ELKIN RD 22’ BST GR B S T S S CONC BST S CONCGR GR GR 15" CM P 15" CMP HUTCHINSONS LLC 78HUTCHINSONS LLC DONNA R. KEY FRED A. REEVES, JR. DONNA R. KEY REEVES, JR. FRED A. 77 CONSTRUCTION CO INC FRED REEVES F34 1026.75 MRS ROBY SHUMATE BST GR C O N C BDO CB JB w/MH CB CB CB15" RCP-III 15" RCP-III 15" RCP-III CB CB CB CB 2GI CB 15" RCP-III REMOVEREMOVE EXISITING 18" CMP REMOVE 6’+/- OF 15 " RC P - III 15 " 15" RCP-III 15" RCP-III HW CB 4OT CB CB CB 15" RCP-III 18" RCP-III 15" 10 SY GEOTEXTILE EST. 3 TONS CLASS ’B’ RIP RAP 15 " RC P- III 1 5 " R C P - I I I 1 5 " REMOVE 15" RCP-IV 7 SY GEOTEXTILE EA. EST. 2 TONS EA. CLASS ’B’ RIP RAP 15" RCP-III 15" RETAIN RETAIN 3 0 " C S P C F F F C C C F CCC F CF C FF C C C F FF F F F F F F FF F F F F F F F F 1026 10 2 6 1027 1027 1028 1028 1028 1029 1029 1029 1029 1030 1030 10 3 0 1030 1030 1031 10311031 10 3 1 1031 1031 1031 1031 10 3 2 10 3 2 1032 10 3 2 1032 1032 1032 1033 1033 1033 10 3 3 1033 1033 1033 1033 10 3 4 1034 1034 10 3 4 1034 1034 10 34 1034 10 3 5 10 3 5 10 3 5 10 3 5 1035 103 5 1035 1035 1035 10 3 6 10361036 1036 1036 1036 103 6 1036 1036 10 3 7 10371037 10 3 7 1037 1037 1037 1037 1037 103 7 1 0 3 8 1038 1038 1038 10381038 1038 1038 1038 1038 1 0 3 9 10391039 10 3 9 10 3 9 1039 1039 10 3 9 1039 1039 1039 1039 1039 1 0 4 0 10401040 10 4 0 10 4 0 1040 1040 1040 10 4 0 1040 1040 1040 1040 1040 1 0 4 1 10411041 10 41 10 4 1 1041 1041 1041 1041 1041 1041 10 4 1 1041 10 4 2 104210421042 1 0 4 2 1042 1042 1042 10 42 1042 1042 1042 1042 1042 10 4 3 104310431043 10 4 3 10 43 1043 1043 1043 1043 1 0 4 3 1043 1043 1044 104410441044 1044 1044 1044 1044 1044 1044 1044 10 44 1044 1044 1045 104510451045 10 4 5 1045 1045 10 4 5 1045 1045 1045 1045 1045 1045 10 4 6 10461046 1046 10 4 6 10 4 6 1046 1046 1046 1046 10 4 6 1046 1046 1046 1046 1046 1046 1046 10 4 7 10471047 1047 1 0 4 7 10 4 7 1047 1047 1047 1047 1047 1047 1047 1047 1047 1047 1047 1047 10 4 8 1048 1048 1048 1048 10 4 8 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 10 48 1 0 4 8 1048 10481048 10 4 9 1049 1049 1049 1049 10 4 9 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 1049 10491049 1049 10 5 0 1050 1050 1050 10 5 0 10 5 0 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 10 50 1050 10 50 1050 1050 10 5 0 1050 10501050 1050 1050 1050 1050 10 5 1 1051 1051 10511051 10 5 1 1051 1051 1051 1051 10 5 1 1051 1051 1051 1051 1051 1051 1051 1051 10 5 1 10 5 1 1051 1051 10 5 1 1051 1051 10 5 1 1051 10 5 1 1051 1052 1052 10521052 1052 10 5 2 1052 1052 1052 1052 1052 1052 1052 10 5 2 1052 1052 1052 1052 10 5 2 1052 1052 1052 10521052 1052 1052 1052 1052 1052 1052 1052 1052 1052 1052 1052 1052 10 52 1052 1052 1052 1052 1052 1052 1052 10 5 2 10 53 1053 10531053 10 5 3 10 5 3 10 53 10 5 3 10 5 3 1053 1053 1053 1053 10 5 3 10 5 3 1053 10 5 3 1053 1053 1053 1053 1053 1053 1053 1053 1053 1053 1053 10 53 1053 1053 1053 1053 1053 1053 10 5 3 1053 1053 1053 1053 10 5 4 1054 1054 1054 10 5 4 1054 1054 1054 1054 1054 1054 1054 10 5 4 10 5 4 10 5 4 1054 1054 1054 1054 1054 1054 10 5 4 1054 1054 1054 1054 1054 1054 1 0 5 5 1055 1055 1055 10 5 5 1055 10 5 5 1055 1055 10551055 10 5 5 10 5 5 1055 10 5 5 10 5 5 1055 1055 1055 1055 1055 1 0 5 5 10 5 5 1055 1055 1055 1055 10 5 5 10 5 6 1056 1056 1056 10 5 6 1056 1056 1056 1056 1056 10561056 10 5 6 10 56 1056 1056 1056 1056 1056 1056 1056 1056 1 0 5 6 1056 1056 1056 1056 1056 1056 10 5 6 1057 1057 1057 1057 10 5 7 1057 1057 1057 10 5 7 1057 10571057 10 5 7 1057 1057 1057 1057 1057 1057 1057 1057 10 5 7 1057 10 5 7 1057 1057 1057 10 5 8 1058 1058 1058 10 5 8 10 58 10581058 1058 1058 1058 10 5 8 10 5 8 10 5 8 10 5 8 10 5 8 1058 1058 1058 10 5 8 10 5 8 1058 1058 1058 1058 1058 10 5 9 1059 1059 1059 10 5 9 1059 1059 1059 1059 1059 10 5 9 10 5 9 10 5 9 10 5 9 1059 1059 1059 1059 1059 10 5 9 1059 10 59 1059 1059 1059 1059 10 6 0 1060 1060 1060 10 6 0 1060 1060 1060 10601060 10 6 0 1060 1 0 6 0 1060 10 6 0 10 6 0 1060 1060 1060 1060 1060 1060 10 6 0 10 6 0 10 6 1 1061 1061 1061 1061 1061 1061 1061 1061 1061 10 6 1 1061 10 61 1061 1061 10 6 1 1061 1061 1061 1061 1061 1061 1062 1062 1062 1062 1062 1062 10621062 10621062 10 6 2 1062 10 6 2 1062 1062 1 0 6 2 10 6 2 10 6 2 106 2 1062 1062 1062 1063 1063 1063 10 6 3 1063 10 63 10 6 3 1063 10631063 10 6 3 1063 10 63 1063 10 6 3 1063 1063 1063 10 6 4 1064 1064 10 6 4 1064 1064 10 64 1064 1064 1064 10 6 4 10 6 4 10 6 4 10 6 4 1064 1064 10 6 5 1065 1065 10 6 5 1065 1065 1065 1065 10 6 5 10 6 5 1065 1065 1 0 6 5 10 6 6 1066 1066 10 6 6 1066 1066 1066 1066 1066 10 6 6 1066 1066 1066 1066 10 6 7 1067 1067 10 6 7 1067 10 6 7 10 6 7 1067 10 6 7 1067 1067 106 7 10 6 8 1068 1068 10 6 8 1068 1068 1068 10 6 8 10 6 8 1068 1068 1068 10 6 9 1069 1069 10 6 9 1069 1069 1069 10 6 9 1069 10 70 1070 1070 1070 10 7 0 1070 1070 10 7 0 1070 1071 1071 1071 1071 1071 1071 1071 1071 10 7 2 10 7 2 1072 1072 1072 10 7 2 1072 1072 1073 1073 107 3 1073 1073 1073 107310 7 4 1074 1074 1074 1075 1075 1075 10 75 1076 10 76 1076 10 7 6 10 77 1077 1077 1078 10 7 8 10 7 9 10801081 1026. 56 1027.06 I N V =1024.79’ 18" C MP RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 0 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 11 M A T C H L I N E - L - S T A . 10 5 + 0 0 S E E S H E E T N O . 9 M A T C H L IN E - L - S T A . 9 2 + 0 0 R-2603 10 S E E S H E E T NO. 19 MAT CH LINE -Y11- S T A. 2 0 + 00 SEE SHEET NO. 11 MATCH LINE -Y11- STA. 25+00 SHEET 12 OF 28 PERMIT DRAWING 9 5 10 0 10 5 -L- -DRIVE3- - Y11- N AD 8 3 / 9 5 10 5 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 4 IN SURF WATER PERM IMPACTS MARY HUTCHINSON TAM HUTCHINSON ALMEDA ELLER WILLIAM ELLER FRED REEVES TP WILKES LLC NORTH WILKESBORO CITY LIMITS N O R T H WI L K E S B O R O C I T Y LI MI T S NORTH WILKESBORO CITY LIMITS N O R T H WIL K E S B O R O C IT Y L IM IT S 73 74 75 76 79 18" CMP STEEL30" BST NC 268 ELKIN RD 22’ BST GR B S T S S CONC BST S CONCGR GR GR 15" CM P 15" CMP HUTCHINSONS LLC 78HUTCHINSONS LLC DONNA R. KEY FRED A. REEVES, JR. DONNA R. KEY REEVES, JR. FRED A. 77 CONSTRUCTION CO INC FRED REEVES F34 1026.75 MRS ROBY SHUMATE BST GR C O N C BDO CB JB w/MH CB CB CB15" RCP-III 15" RCP-III 15" RCP-III CB CB CB CB 2GI CB 15" RCP-III REMOVEREMOVE EXISITING 18" CMP REMOVE 6’+/- OF 15 " RC P - III 15 " 15" RCP-III 15" RCP-III HW CB 4OT CB CB CB 15" RCP-III 18" RCP-III 15" 10 SY GEOTEXTILE EST. 3 TONS CLASS ’B’ RIP RAP 15 " RC P- III 1 5 " R C P - I I I 1 5 " REMOVE 15" RCP-IV 7 SY GEOTEXTILE EA. EST. 2 TONS EA. CLASS ’B’ RIP RAP 15" RCP-III 15" RETAIN RETAIN 3 0 " C S P C F F F C C C F CCC F CF C FF C C C F FF F F F F F F FF F F F F F F F F 1026. 56 1027.06 1024.52 1030. 92 1025.62 1025.75 B RID G E C O LU M N S RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER SHEET NO.PROJECT REFERENCE NO. 9 / 18 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 1 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 12 M A T C H L IN E - L- S T A . 119 + 0 0 S E E S H E E T N O . 10 M A T C H L IN E - L - S T A . 10 5 + 0 0 11R-2603 3 /13 /2 0 14 R/W RE VIS IO N : S U BD IV ID E D P A RC EL 7 8 IN TO P A RC ELS 7 8 & 7 8 A ; A D D ED P RO P ERTY O W N ER N A M E A N D D E ED R E F E RE N C E O N P A RC E L 7 8 A . - M A E R/W SHEET NOS. 9 /3 /2 0 13 R/W RE VIS IO N : REA LIG N E D - Y11- TO ITS E XIS TIN G LO C A TIO N O N P A RC EL 7 8 . - KN W 11 & 19 SHEET 13 OF 28 PERMIT DRAWING 110 115 10 5 TYPE-III TYPE B-77 TYPE B-77 ATTENUATOR TYPE-III TYPE-III -L- III TYPE - Y 1 2 - 15 - Y12- TYPE-III TYPE-III TYPE B-77TYPE B-77 ATTENUATORATTENUATOR TYPE-III TYPE-III N AD 8 3 / 9 5 10 5 IN SURF WATER PERM IMPACTS SITE 13 S S SURFACE WATER DENOTES IMPACTS IN CAUSEWAY TEMPORARY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SURFACE WATERS IMPACTS IN TEMPORARY HUTCHINSONS LLC R/W MON N O R T H W IL K E S B O R O C IT Y L IM IT S N O R T H W IL K E S B O R O C IT Y L IM IT S 200’ 2 0 0 ’ P O WE R E A S E M E N T B R E M C O - D B 6 4 5 P G 6 8 1 B R E M C O - D B 6 4 5 P G 6 8 1 2 0 0 ’ P O W E R E A S E M E N T 78 HW DI 15 " C M P 15 " R C P 15 " R C P CB R C P 2 4 " C MP 18 " MON R/W MTL BST BST MTL MTL B S T S OIL GR S OIL S S GR B S T B S T GR C O N C DI DI 1 5 " C M P 12 " C M P MULB E R R Y C R E E K MU LB E R R Y C R E E K MARY HUTCHINSON TAM HUTCHINSON 79 NC 268 ELKIN RD 22’ BST 46.29’ +28.40 63.81’ +17.69 BST GR HUTCHINSONS LLC 78 RCP 24" 78A FRANK VERNON JOHNSON HUTCHINSONS LLC 78 HUTCHINSONS LLC 78 HUTCHINSONS LLC 78 FOUND F O U N D CONC 15" R CP CI T Y LI MI T S NO R T H WI L KE S B O R O F LI N T HIL L R D S R 2334 18’ BS T 18 " C MP 3 0 " C M P CB BDO 30" R CP-III TO DRAIN GRADE CUT 3 6 " 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP 2GI 2GI 2GI BDO 30" RCP-III 15 " 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP Adj. 2GI w/MH JB 30" R CP-III 15 " Q10 = 1 cfs GRADE TO EL. 993 PSH SEE DETAIL P1 Q10 = 1 cfs DETAIL P1 PSH SEE AA W PLAN VIEW SECTION A-A (4’min typ.) Permanent Soil Reinforcement matting (PSRM) (Rip Rap in basin not shown for clarity) Pipe or Ditch Outlet Square Preformed Scour Hole (PSH) Seed with native grasses at installation. PREFORMED SCOUR HOLE *NOT TO SCALE NATURAL GROUND B FI LL S LOP E PSRM 2:12: 1 PIPE (d = 15" OR 18") INFLOW 3/08 MIN. 1’ TUCK D DETAIL P1 NATURAL GROUND AND FLUSH WITH INSTALL LEVEL W= 4’ D= 1’ B= 4’ FILTER FABRIC RIPRAP WITH LINER: CLASS B 18" 1 5 " 15" 1 2 " 1 2 " 3GI 18" 1 5 " 15 " CB 2 4 " R C P - I I I 24" 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 65 SY GEOTEXTILE EST. 58 TONS CLASS ’II’ RIP RAP 130 SY GEOTEXTILE EST. 120 TONS CLASS ’II’ RIP RAP SEE STRUCTURE PLANS 60 SY GEOTEXTILE EST. 55 TONS CLASS ’II’ RIP RAP SEE DETAIL EB1 60 SY GEOTEXTILE EST. 55 TONS CLASS ’II’ RIP RAP 2’ GEOTEXTILE STREAM EMBANKMENT RIP RAP AT BRIDGE BENT AND ( Not to Scale) PROP. BRIDGE BENT DETAIL EB1 Geotextile= 60 sy Type of Liner= 55 TONS,CL II Rip-Rap -L- STA. 117+65 2GI RETAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 30" 36" RCP-III REMOVE RETAIN TO DRAIN GRADE CUT TO DRAIN GRADE CUT C C C F F F F C F F C F C C F F C C FC F C F F C C CC C C C F F F C F C C F C C F C C C F F F F F F 9 7 8 978 9 7 8 9 78 9 7 9 9 7 9979 9 7 9 979 9 7 9 9 79 9 7 9 9 7 9 9 7 9 9 7 9 9 8 0 9 8 0 9 8 0 9 8 0 980 9 8 0 9 8 0 9 8 0 9 8 0 9 8 0 9 8 1 9 8 1 981 9 81 9 8 1 9 8 1 981 9 8 1 9 8 1 9 8 1 981 9 8 2 9 8 2 982 9 82 9 8 2 982 9 8 2 9 8 2 9 8 2 9 8 2 9 8 2 98 2 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 9 8 3 983 9 8 4 9 8 4 984 9 8 4 9 8 4 9 8 4 9 8 4 9 8 4 984 9 8 4 984 9 8 5 9 8 5 985 9 8 5 985 9 8 5 9 8 5 9 8 5 9 8 5 986 9 8 6 986 986 9 8 6 9 8 6 9 8 6 9 8 6 9 8 6 9 8 6 986 9 8 7 9 8 7 987 987 987 987 9 8 7 9 8 7 9 8 7 987 987 988 9 8 8 988988 988 9 8 8 98 8 98 8 9 88 989 9 8 9 989 989 989 989 989 989 98 9 9 9 0 9 9 0 990 990 9 9 0 9 9 0 9 9 0 9 9 0 9 9 0 991 991 9 9 1 991 991 9 9 1 991 9 91 991 991 992 992 992 9 9 2 992 992 992 992 9 92 992 9 92 992 9 9 2 99 2 992 9929 9 3 993 993 9 9 3 993993 993 993 993 993 9 9 3 993 9 9 4 994 994 9 9 4 994 994 9 9 4 994 994 9 94 994 9 9 4 9949 9 5 995 995 9 9 5 995 9 9 5 9 9 5 995 995 995 996 996 996 9 9 6 996 9 9 6 9 9 6 996 9 9 6 996 9 9 6 99 7 997 997 997 9 9 7 997 9 9 7 997 997 9 9 7 997 997 9 9 8 998 998 9 9 8 998 998 998 9 9 8 99 8 998 998 998 998 998 998 9 99 999 999 999 999999 9 9 9 999 9 9 9 999 999 999 1000 1000 1000 10 0 0 1000 1000 1000 10 0 0 1000 1001 1001 1001 1001 1001 1001 1001 1001 1001 1002 1002 1002 1002 1002 10 0 2 1002 1003 1003 1003 1003 10 03 1003 1004 1004 1004 10 0 4 10 0 4 1005 1005 1005 10 0 5 1006 1006 1006 10 0 6 1007 1007 1007 10 0 7 1008 1008 1008 10 0 8 1009 1009 10 0 9 10 0 9 1009 1009 1009 10101010 10 10 10 10 10 10 1010 1011 1011 1011 1011 10 11 1011 1011 1012 1012 10 12 10 1 2 1012 1012 1013 1013 1013 1013 10 13 1013 10 13 10 13 1014 1014 1014 1014 1014 1014 10 14 1015 1015 10 15 1015 1015 1015 1015 1015 1015 1016 1016 1016 1016 1016 1016 1016 1016 1016 1016 1016 1017 1017 1017 1017 1017 1017 1017 10171017 1017 10 17 1017 1018 1018 10 18 1018 1018 1018 1018 1018 1018 1018 1018 1019 1019 10 19 1019 1019 1019 10 19 1019 1019 1019 1019 10 19 1020 1020 1020 1020 10201020 1020 1020 10 2 0 1020 1020 10 2 1 10 2 1 10 2 1 1021 1021 1021 102 1 1021 10 2 1 1021 10 2 1 10 2 1 1021 10 2 2 10 2 2 1022 1022 102 2 1022 1022 10 2 2 10 22 10 2 2 10 2 2 1023 10 2 3 10 2 3 1023 1023 102 3 10 23 1023 10 2 3 1023 1023 10 2 3 1023 10 2 4 10 2 4 10 24 1024 1024 1024 1 0 2 4 10 2 4 1024 1024 1024 1024 1024 10 2 5 10 2 5 1025 1025 10 2 5 1025 102510 2 5 1025 10 2 5 10 2 5 1025 1026 1026 1026 1026 10 2 6 1026 1026 1 0 2 6 1026 1026 10 2 6 10 2 6 1026 1026 1026 1027 1027 1027 10 2 7 1027 1027 10 2 7 10 2 7 1027 10 27 10 2 7 1 0 2 7 10 28 1028 1028 1028 10 2 8 1028 1 0 2 8 1028 1028 1028 1028 10 2 8 1028 10 28 1029 10 2 9 1029 1029 10 2 9 1029 1029 10 2 9 1029 1029 10 2 9 1030 10 3 0 1030 10 30 10 3 0 1030 1030 10 3 0 1030 10301 0 3 0 1031 1031 1031 1031 1031 10 3 1 10 31 1031 10 3 1 1031 10 3 1 1031 10 3 2 1032 1032 1032 1032 1032 1032 1032 1032 1032 10 3 2 1032 1033 10 3 3 10 33 10 3 3 1033 1033 1033 1033 1033 1033 10 3 3 103310341034 10 3 4 1034 1034 1034 1034 1034 1034 1034 1035 103510 3 5 1035 10 35 1035 1035 10 3 5 1035 1035 10 3 6 1036 1036 1036 1036 1036 1036 1036 1036 10 3 6 10 37 10 37 10 3 7 1037 1037 103 7 1037 1037 10 3 7 10 38 1038 10 3 8 10 38 1038 1038 1038 1038 1038 10 38 1039 10 3 9 10 3 9 1039 1039 1039 1039 1039 1039 1039 10 4 0 10 4 0 1 0 4 0 1040 10 4 0 1040 1040 10 4 0 1040 1 0 4 0 10 4 0 1040 1040 10 4 1 1041 1041 1041 1041 10 4 1 10 4 1 10 4 1 1041 10 41 1041 1042 10 42 10 4 2 1042 1042 10 42 10 4 2 1042 1042 10 4 2 10 4 3 1043 1043 10 4 3 1043 10 4 3 1043 10 43 1043 10 4 3 1044 1044 1044 1044 1044 1044 1044 10 4 4 10 4 4 10 4 4 1045 10 4 5 1 0 4 5 1045 1045 1 0 4 5 1045 10 4 5 10 4 5 1046 10 4 6 10 4 6 10 4 6 1046 1046 1046 10 46 10 4 7 1047 10 4 7 10 4 7 1047 1047 1047 10 4 7 1047 1048 10 4 8 10 4 8 10 4 8 1048 104 8 10 4 8 1048 1048 10 4 8 10 4 9 10 4 9 10 4 9 1 0 4 9 1049 10 4 9 10 4 9 1049 1049 1 0 5 0 105010 5 0 10 5 0 10 5 0 10 5 0 10 5 0 105 1 10 5 1 10 5 1 10 5 1 1051 10 5 1 10 5 1 10 5 2 10 5 2 10 5 2 10 5 2 1052 1052 10 5 2 10 5 3 10 5 3 10 5 3 10 5 3 1053 1053 10 54 1054 10 5 4 10 5 4 10 5 4 1054 10 5 5 1055 10 5 5 10 5 5 10 5 5 10 5 6 1056 10 5 6 10 5 6 10 5 6 10 5 7 1057 1057 1057 10 5 8 1058 1058 1058 1059 10 59 1059 1059 1060 1060 10 6 0 1 0 6 1 1061 10 6 1 10 6 2 1062 10 6 3 1063 10 6 4 1064 10 6 5 1026. 56 1027.06 1024.52 1030. 92 1025.62 1025.75 B RID G E C O LU M N S RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER SHEET NO.PROJECT REFERENCE NO. 9 / 18 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 1 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 12 M A T C H L IN E - L- S T A . 119 + 0 0 S E E S H E E T N O . 10 M A T C H L IN E - L - S T A . 10 5 + 0 0 11R-2603 3 /13 /2 0 14 R/W RE VIS IO N : S U BD IV ID E D P A RC EL 7 8 IN TO P A RC ELS 7 8 & 7 8 A ; A D D ED P RO P ERTY O W N ER N A M E A N D D E ED R E F E RE N C E O N P A RC E L 7 8 A . - M A E R/W SHEET NOS. 9 /3 /2 0 13 R/W RE VIS IO N : REA LIG N E D - Y11- TO ITS E XIS TIN G LO C A TIO N O N P A RC EL 7 8 . - KN W 11 & 19 SHEET 14 OF 28 PERMIT DRAWING 110 115 10 5 TYPE-III TYPE B-77 TYPE B-77 ATTENUATOR TYPE-III TYPE-III -L- III TYPE - Y 1 2 - 15 - Y12- TYPE-III TYPE-III TYPE B-77TYPE B-77 ATTENUATORATTENUATOR TYPE-III TYPE-III N AD 8 3 / 9 5 10 5 IN SURF WATER PERM IMPACTS SITE 13 S S SURFACE WATER DENOTES IMPACTS IN CAUSEWAY TEMPORARY TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SURFACE WATERS IMPACTS IN TEMPORARY HUTCHINSONS LLC R/W MON N O R T H W IL K E S B O R O C IT Y L IM IT S N O R T H W IL K E S B O R O C IT Y L IM IT S 200’ 2 0 0 ’ P O WE R E A S E M E N T B R E M C O - D B 6 4 5 P G 6 8 1 B R E M C O - D B 6 4 5 P G 6 8 1 2 0 0 ’ P O W E R E A S E M E N T 78 HW DI 15 " C M P 15 " R C P 15 " R C P CB R C P 2 4 " C MP 18 " MON R/W MTL BST BST MTL MTL B S T S OIL GR S OIL S S GR B S T B S T GR C O N C DI DI 1 5 " C M P 12 " C M P MULB E R R Y C R E E K MU LB E R R Y C R E E K MARY HUTCHINSON TAM HUTCHINSON 79 NC 268 ELKIN RD 22’ BST 46.29’ +28.40 63.81’ +17.69 BST GR HUTCHINSONS LLC 78 RCP 24" 78A FRANK VERNON JOHNSON HUTCHINSONS LLC 78 HUTCHINSONS LLC 78 HUTCHINSONS LLC 78 FOUND F O U N D CONC 15" R CP CI T Y LI MI T S NO R T H WI L KE S B O R O F LI N T HIL L R D S R 2334 18’ BS T 18 " C MP 3 0 " C M P CB BDO 30" R CP-III TO DRAIN GRADE CUT 3 6 " 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP 2GI 2GI 2GI BDO 30" RCP-III 15 " 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP Adj. 2GI w/MH JB 30" R CP-III 15 " Q10 = 1 cfs GRADE TO EL. 993 PSH SEE DETAIL P1 Q10 = 1 cfs DETAIL P1 PSH SEE AA W PLAN VIEW SECTION A-A (4’min typ.) Permanent Soil Reinforcement matting (PSRM) (Rip Rap in basin not shown for clarity) Pipe or Ditch Outlet Square Preformed Scour Hole (PSH) Seed with native grasses at installation. PREFORMED SCOUR HOLE *NOT TO SCALE NATURAL GROUND B FI LL S LOP E PSRM 2:12: 1 PIPE (d = 15" OR 18") INFLOW 3/08 MIN. 1’ TUCK D DETAIL P1 NATURAL GROUND AND FLUSH WITH INSTALL LEVEL W= 4’ D= 1’ B= 4’ FILTER FABRIC RIPRAP WITH LINER: CLASS B 18" 1 5 " 15" 1 2 " 1 2 " 3GI 18" 1 5 " 15 " CB 2 4 " R C P - I I I 24" 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 65 SY GEOTEXTILE EST. 58 TONS CLASS ’II’ RIP RAP 130 SY GEOTEXTILE EST. 120 TONS CLASS ’II’ RIP RAP SEE STRUCTURE PLANS 60 SY GEOTEXTILE EST. 55 TONS CLASS ’II’ RIP RAP SEE DETAIL EB1 60 SY GEOTEXTILE EST. 55 TONS CLASS ’II’ RIP RAP 2’ GEOTEXTILE STREAM EMBANKMENT RIP RAP AT BRIDGE BENT AND ( Not to Scale) PROP. BRIDGE BENT DETAIL EB1 Geotextile= 60 sy Type of Liner= 55 TONS,CL II Rip-Rap -L- STA. 117+65 2GI RETAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 30" 36" RCP-III REMOVE RETAIN TO DRAIN GRADE CUT TO DRAIN GRADE CUT C C C F F F F C F F C F C C F F C C FC F C F F C C CC C C C F F F C F C C F C C F C C C F F F F F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 1 1 : 5 8 : 4 6 A M -L- NC 268 -L- NC 268 R-2603 25 92 105 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 15 OF 28 PERMIT DRAWING (+)0.3400% (-)4 .7 2 8 4% PI = 102+30.00 EL = 1,055.76’ VC = 770’ K = 152 V = 60 mph DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1050.5 = 46 = 100(+) = 50 = 35 = 1049 = 42 = 1049.9 = 21 -L- Sta. 96+81 SKEW=87 36" CAAP E L = 10 4 7 . 9 0 ’ - L- S TA . 9 5 + 6 0 LT B E G IN LA TE R A L ’ V ’ D IT C H E L = 10 4 7 . 17 ’ - L- S T A . 9 6 + 7 3 LT E N D LA T E R A L V D ITC H E L = 10 4 6 . 0 0 ’ - L- S T A . 9 6 + 7 8 LT B E G IN LA T E R A L V D IT C H (-)0.65% (+)1.8% E L = 10 5 0 . 4 5 ’ - L- S T A . 9 9 + 2 5 LT B E G IN LA TE RA L ’V ’ D ITC H E L = 10 5 1. 3 5 ’ - L- S T A . 9 9 + 7 5 LT E N D LA T E R A L ’V ’ D ITC H E L = 10 4 8 . 6 6 ’ - L- S T A . 9 8 + 2 6 LT E N D LA T E R A L ’V ’ D ITC H (+)1.8% (-)4 .7 2 8 4% ELEV. 994.53’ TREE ON BANK OF MULBERRY CREEK 8" SPIKE IN ROOT OF 10" WALNUT 209.61’ LT. -L- STA. 118+08.33 BM # 6 (-)0.3898% V = 55 mph PI = 113+77.70 EL = 1,001.49’ VC = 510’ K = 118 E L = 1 0 11. 5 1’ - L- S TA . 111 + 0 0 R T LA TE RA L B A S E D ITC H B E G IN E L = 10 0 4 . 6 8 ’ - L- S T A . 111+ 5 0 RT LA TER A L B A S E D ITC H E L = 10 3 0 . 2 0 ’ - L- S TA . 10 7 + 0 0 RT LA T E R A L B A S E D ITC H B E G IN E L = 10 16 . 4 0 ’ - L- S TA . 10 8 + 5 0 RT LA T E R A L B A S E D ITC H E L = 10 15 . 1 5 ’ - L- S T A . 10 9 + 0 0 RT LA TE RA L B A S E D ITC H E L = 10 14 . 7 5 ’ - L- S T A . 10 9 + 5 0 RT LA TE RA L B A S E D ITC H E N D (-)4 .3% (-) 9. 2% (-)2 .5% (-)0.8%(-)13.6 7 % DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1025.1 = 50 = 500(+) = 50 = 30 = 1022.3 = 36 = 1022.8 = 18 -L- Sta. 108+06 LT E L = 10 1 3 . 0 0 ’ - L- S TA . 1 10 + 7 8 . 6 3 (114 ) R T B E G IN B A S E T A IL D ITC H E L = 10 0 4 . 6 8 ’ - L- S TA . 111+ 5 2 . 0 0 (6 5 . 6 5 ) R T E N D B A S E TA IL D ITC H 108.25 LF @ 7.69% SKEW=58 30" RCP EL = 981.03’ -L- STA. 117+00 RT LATERAL BASE DITCH END O-L- SKEW 90 TOTAL LENGTH = 150’ 3 SPANS (1@40’, 1@65’, 1@45’) CONCRETE GIRDER BRIDGE PROPOSED 45" PRESTRESSED 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 = 6500 = 50 = 991.0 = 7500 = 100 = 991.76 = 13000 = 500(+) = 998.3 (- ) 7. 18% E L = 10 2 1. 0 0 ’ - L- S T A . 10 8 + 0 0 LT E N D LA TER A L ’V ’ D ITC H E L = 1 0 3 3 . 0 0 ’ - L- S TA . 10 5 + 5 0 LT B E G IN LA TE RA L ’V ’ D IT C H (+)7.32% E L = 10 18 . 0 0 ’ - L- S T A . 10 7 + 5 9 LT LA TE RA L ’V ’ D ITC H RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 2 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 13 M A T C H L I N E - L - S T A . 13 3 + 0 0 12R-2603 S E E S H E E T N O . 11 M A T C H L I N E - L - S T A . 119 + 0 0 SHEET 16 OF 28 PERMIT DRAWING 12 0 12 5 13 0 ATTENUATOR -L- -Y13- N AD 8 3 / 9 5WETLAND DENOTES FILL INFF FILL IN WETLANDS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 8 SITE 7 SITE 5 SITE 6 IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY HUTCHINSONS LLC LIFT BODIES INC PHYLLIS WAGONER CASWELL WAGONER JAMES HUTCHINSON JR 80 78 83 84 HW HW RCP 36" C MP 18 " C M P 18 " 1 B AR R E L L 4 ’x 5 ’ MON R/W GR CONC C O N C BST BST G R S NC 268 ELKIN RD 22’ BST G R GR MTL SKYVIEW RD. EVELYN BLACKBURN WILLIAM BLACKBURN 82 85 LEAH ZETTELMEIER DIRK ZETTELMEIER 85 ASSOCIATION INC BLUE RIDGE WATER 81 CBCB 10 SY GEOTEXTILE EST. 3 TONS CLASS ’B’ RIP RAP 15" 15 " RC P- III 15" RCP-III 15" RCP-III 18 " RC P-III 18 " RC P-III 2GI 2GI AA W PLAN VIEW SECTION A-A (4’min typ.) Permanent Soil Reinforcement matting (PSRM) (Rip Rap in basin not shown for clarity) Pipe or Ditch Outlet Square Preformed Scour Hole (PSH) Seed with native grasses at installation. PREFORMED SCOUR HOLE *NOT TO SCALE NATURAL GROUND B FI LL S LOP E PSRM 2:12:1 PIPE (d = 15" OR 18") INFLOW 3/08 MIN. 1’ TUCK D DETAIL P1 NATURAL GROUND AND FLUSH WITH INSTALL LEVEL W= 4’ D= 1’ B= 4’ FILTER FABRIC RIPRAP WITH LINER: CLASS B Q10 = 2.9 cfs DETAIL P1 PSH SEE Q10 = 3 cfs DETAIL P1 PSH SEE 15" RCP-III 2GI 2GI 2GI 2GI REMOVE REMOVE EXIST. RCBC REMOVE 15" 15" 36" RCP-IV 2 @ 3GI SEE DETAIL PR3 PLACE ON BANKS ONLY CLASS ’B’ RIP RAP d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR3 MI N. 2: 1 CHANNEL BANK TIE TO EXISTING EST. 11 TONS & 28 SY GEOTEXTILE LINER TYPE - CLASS ’B’ RIP RAP d= 2 Ft. LENGTH = 10 FT. -L- STA. 126+96 RT Channel Bed d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR4 MI N. 2: 1 CHANNEL BANK TIE TO EXISTING EST. 3 TONS & 10 SY GEOTEXTILE LINER TYPE - CLASS ’B’ RIP RAP d= 1 Ft. LENGTH = 10 FT. -L- STA. 129+60 RT Channel Bed SEE DETAIL PR4 PLACE ON BANKS ONLY CLASS ’B’ RIP RAP C C F C F F C C C F F F F F 9 8 9 989 989 989 989 990 990 990 990 9 9 0 990 990 990 990 990 991 991991 991 991 991 991 991991 991 991 991 991 9 9 1 991 991 991 9 92 992 992 992 992 992 992 992 992 992 992 992 992 992 992 992 992 993 993 993 993 993 993 993 993 993 993 993 993 993 993 9 9 3 993 993 9 93 9 9 3 994 994 994 994 994 994 994 994 994 994 994 994 994 9 9 4 994 994 994 994 994 995 995 995 995 995 995995 995 995 995 995 995 995 9 9 5 9 9 5 9 9 5 995 995 995 995 9 9 5 9 9 5 995 996 996 996 996 996 996 996 996 996 996 996 996 996 9 9 6 99 6 9 9 6 996 9 96 996 996 996 996 996 996 996 996 996 996 996 996 9 96 996 996 997 99 7 997 997 997 997 997 997 997 997 997 997 997 997 9 9 7 997 997 997 997 997 997 997 997 997 99 7 997 997 997 9 9 7 997 997 997997997 9 97 997 997 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 998 9 9 8 998 998 998 9 98998 9 9 8 998 998 9 9 8 9 9 8 999 999 999 999 999 999 999 999 999 999 999 999 9 9 9 9 99 999 999 999 999 999999 999 999 999 9 9 9 999 999 999 999 999 9 99 999 1000 1000 1000 1000 1000 1000 1000 10 0 0 1000 1000 1000 1000 1000 10 0 0 10 0 0 1000 1000 1000 10 0 0 1000 1000 1000 1000 1 0 0 0 1001 1001 1001 1001 1001 10 0 1 1001 1001 1001 1001 1001 1001 10 0 1 1001 1001 10 01 1001 1001 10 0 1 1001 1001 1002 1002 1002 1002 1002 10 0 2 1002 1002 10 0 2 1002 1002 1002 10 02 1002 1002 1002 1002 1002 1002 1002 1003 1003 1003 1003 1003 1003 1003 10 0 3 1003 1003 1003 10 0 3 1003 1003 1003 1003 10 0 3 1003 1003 1003 10 0 3 1004 1004 1004 1004 1004 1004 10 0 4 1004 1004 10 0 4 10 0 4 1004 1004 1004 1004 10 0 4 10 0 4 1004 1004 10 0 4 1005 1005 10 0 5 10 0 5 1005 10 0 5 1005 1005 10 0 5 10 0 5 1005 1005 1005 10 0 5 10 0 5 1005 1006 1006 1006 1006 1006 100 6 1006 1006 1006 1006 1006 1006 10 0 6 1006 1007 1007 1007 1007 1007 1007 10 07 1007 1007 1007 1007 10 0 7 1008 10 0 8 1008 1008 1008 1008 1008 1008 10 0 81008 1008 1009 10 0 9 1009 1009 1009 1009 100 9 1009 1009 1009 1009 1010 1010 1010 1010 1010 1010 1010 10 10 10 10 1011 1011 1011 1011 10 11 1011 10 11 1011 1012 1012 1012 1012 1012 1012 1013 1013 1013 1013 10 13 1013 10 14 1014 1014 1014 1015 1015 1016 1016 1017 1017 1018 1018 1018 10 19 1019 10 2 0 10201021 1022 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 / 2 8 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 2 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 13 M A T C H L I N E - L - S T A . 13 3 + 0 0 12R-2603 S E E S H E E T N O . 11 M A T C H L I N E - L - S T A . 119 + 0 0 SHEET 17 OF 28 PERMIT DRAWING 12 0 12 5 13 0 ATTENUATOR -L- -Y13- N AD 8 3 / 9 5WETLAND DENOTES FILL INFF FILL IN WETLANDS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS SITE 8 SITE 7 SITE 5 SITE 6 IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY HUTCHINSONS LLC LIFT BODIES INC PHYLLIS WAGONER CASWELL WAGONER JAMES HUTCHINSON JR 80 78 83 84 HW HW RCP 36" C MP 18 " C M P 18 " 1 B AR R E L L 4 ’x 5 ’ MON R/W GR CONC C O N C BST BST G R S NC 268 ELKIN RD 22’ BST G R GR MTL SKYVIEW RD. EVELYN BLACKBURN WILLIAM BLACKBURN 82 85 LEAH ZETTELMEIER DIRK ZETTELMEIER 85 ASSOCIATION INC BLUE RIDGE WATER 81 CBCB 10 SY GEOTEXTILE EST. 3 TONS CLASS ’B’ RIP RAP 15" 15 " RC P- III 15" RCP-III 15" RCP-III 18 " RC P-III 18 " RC P-III 2GI 2GI AA W PLAN VIEW SECTION A-A (4’min typ.) Permanent Soil Reinforcement matting (PSRM) (Rip Rap in basin not shown for clarity) Pipe or Ditch Outlet Square Preformed Scour Hole (PSH) Seed with native grasses at installation. PREFORMED SCOUR HOLE *NOT TO SCALE NATURAL GROUND B FI LL S LOP E PSRM 2:12:1 PIPE (d = 15" OR 18") INFLOW 3/08 MIN. 1’ TUCK D DETAIL P1 NATURAL GROUND AND FLUSH WITH INSTALL LEVEL W= 4’ D= 1’ B= 4’ FILTER FABRIC RIPRAP WITH LINER: CLASS B Q10 = 2.9 cfs DETAIL P1 PSH SEE Q10 = 3 cfs DETAIL P1 PSH SEE 15" RCP-III 2GI 2GI 2GI 2GI REMOVE REMOVE EXIST. RCBC REMOVE 15" 15" 36" RCP-IV 2 @ 3GI SEE DETAIL PR3 PLACE ON BANKS ONLY CLASS ’B’ RIP RAP d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR3 MI N. 2: 1 CHANNEL BANK TIE TO EXISTING EST. 11 TONS & 28 SY GEOTEXTILE LINER TYPE - CLASS ’B’ RIP RAP d= 2 Ft. LENGTH = 10 FT. -L- STA. 126+96 RT Channel Bed d ( Not to Scale) Ground Natural GEOTEXTILE Ground Natural VARIABLE PIPE OUTLET RIP RAP DETAIL PR4 MI N. 2: 1 CHANNEL BANK TIE TO EXISTING EST. 3 TONS & 10 SY GEOTEXTILE LINER TYPE - CLASS ’B’ RIP RAP d= 1 Ft. LENGTH = 10 FT. -L- STA. 129+60 RT Channel Bed SEE DETAIL PR4 PLACE ON BANKS ONLY CLASS ’B’ RIP RAP C C F C F F C C C F F F F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 1 1 : 5 6 : 3 0 A M -L- NC 268 -L- NC 268 R-2603 26 120119 121 122 123 124 125 126 127 128 129 130 131 132 133 133 134 135 136 137 138 139 140 141 142 143 144 145 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 960 970 980 990 1,000 1,010 1,020 1,030 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 18 OF 28 PERMIT DRAWING (+)2.1550% (-)0.3898% V = 80 mph PI = 125+82.60 EL = 996.79’ VC = 600’ K = 236 E L = 9 9 5 . 7 5 ’ - L- S TA . 12 6 + 0 0 LT S P E C IA L C U T ’V ’ D IT C H W /H IN G E B E G IN (+)4.53% (-)0.48% E L = 9 9 4 . 8 0 ’ - L- S TA . 12 8 + 0 0 LT S P E C IA L C U T ’V ’ D ITC H W /H IN G E E L = 10 0 1. 6 0 ’ - L- S TA . 12 9 + 5 0 LT S P E C IA L C U T ’V ’ D ITC H W /H IN G E E N D DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 997.7 = 58 = 100(+) = 50 = 43 = 997.2 = 52 = 997.5 = 52 -L- Sta. 127+38 LT SKEW=118 2-30" RCP E L = 9 9 8 . 5 1’ - L- S TA . 12 8 + 3 7 . 7 0 ( 8 8 . 9 5 ) LT B E G IN B A S E TA IL D ITC H E L = 9 9 4 . 8 0 ’ - L- S TA . 12 8 + 0 0 (7 5 . 9 2 ) LT E N D B A S E TA IL D IT C H 39.6 LF @ 9.37% (+)2.1550% (+)1.7123% (+)2.5385% (+)2.5385% (+)1.9720% (+)1.9720% PI = 134+00.00 EL = 1,014.41’ VC = 530’ K = 1197 V = 80 mph PI = 138+75.00 EL = 1,022.54’ VC = 250’ K = 303 V = 80 mph PI = 142+00.00 EL = 1,030.79’ VC = 400’ K = 706 V = 80 mph ELEV. 1027.66’ 8" SPIKE IN ROOT OF 12" BEECH TREE 168.89’ RT. -L- STA. 142+51.53 BM # 7 E L = 10 2 3 . 8 6 ’ - L- S T A . 14 0 + 5 0 LT S P E C IA L C U T ’ V ’ D IT C H W /H IN G E B E G IN (-)0.5%(+)5.22% E L = 10 2 3 . 4 8 5 ’ - L- S TA . 1 4 1+ 2 5 LT S P E C IA L C U T ’ V ’ D ITC H W /H IN G E E L = 10 2 7 . 4 0 ’ - L- S T A . 14 2 + 0 0 LT S P E C IA L C U T ’ V ’ D ITC H W /H IN G E E N D 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ x p l _ p e r m i t s . d g n 1 1 : 3 3 : 2 4 A M 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 990 990 1000 1000 1010 1010 980 980 122+00.00 990 990 1000 1000 1010 1010 980 980 122+50.00 990 990 1000 1000 1010 1010 980 980 123+00.00 990 990 1000 1000 1010 1010 980 980 123+50.00 990 990 1000 1000 1010 1010 980 980 124+00.00 990 990 1000 1000 1010 1010 980 980 124+50.00 R-2603 -L- 5 10 SHEET 19 OF 28 PERMIT DRAWING X-44 998.25 2: 1 2:1 2: 1 0.0200.020 998.50 2: 12:1 2: 1 0.0200.020 998.73 2: 12:1 2: 1 0.0200.020 998.802:1 2: 1 0.0200.020 998.81 2: 14:1 2: 1 0.0200.020 999.046:1 4 :1 0.0200.020 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 4 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 15 M A T C H L IN E - L - S T A . 15 9 + 0 0 S E E S H E E T N O . 13 M A T C H L IN E - L - S T A . 14 5 + 0 0 R-2603 14 SHEET 20 OF 28 PERMIT DRAWING 14 5 15 0 15 5 14 5 -L- -Y16 - - Y1 5- N AD 83/ 95 IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 9A SITE 9B SITE 9C RAUL RIVAS JULIE YOUNCE CARL YOUNCE BERTHA M ORA F ELI P E M ORA P ATRI CI A TRI CE J AM ES TRI CE RUTH P EA RS ON GA RY P EA RS ON CHRI S TY HA LL P ATRI CI A S HEW CHRI S S HEW NAN CY J OHNS TO N VICTOR GARCIA CHRISTOPHER WATSON F C JOHNSON HEIRS ALICE PREVETTE ROYALE LAZENBY NORT H WIL KE S B O R O C IT Y L IMIT S 89 90 91 92 93 15 1 15 2 15 3 15 4 15 5 156 15 7 158 15" CMP D I HW HW v v C M P 18 " C MP 3 0 " 1 BARREL4’x3’ C MP 15" MO N CONC R C P 15 " S SOIL SOIL SOIL S CONC DK G R GR G R D K G R CONC GR C ONC D K CONC BS T S R 2 0 90 VIS T A LANE 2 0 ’B S T DK CONC DK C ON C DK DK CONC NC 268 ELKIN RD 21’ BST DK 15" HDPE 15 " C MP F LAGP OLE 15 " P L AS T IC EVELYN BLACKBURN WILLIAM BLACKBURN 82 CD710 8 0.4 8 * BL3 6 0 4 CD2 210 7 5.6 2 WOODS QUEEN DR GR WD TIMBERS & GR PLAY HOUSE SWING CLEAN OUT 3. 15’ DEEP 88 SHEILA & RONNIE CHURCH ROBERT WYATT 94 18 " C MP P A VED DIT C H P A VE D DIT C H NORTH WI LKES BO RO CI TY LI MI TS P A VE D DIT C H 89Z 90Z89Z90Z 2GI2GI2GI2GI FS BDO FS 5 SY GEOTEXTILE EST. 1 TONS CLASS ’B’ RIP RAP 5 SY GEOTEXTILE EST. 1 TONS CLASS ’B’ RIP RAP BDO 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP 5 SY GEOTEXTILE EST. 1 TONS CLASS ’B’ RIP RAP 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP 15" RCP-III 2GI 15 " 3 0 " RC P-III 15" 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 15 " 15" 18" RCP-III 2 4 " RC P - I I I FS FS 54" RC P-III 15" 3GI 15" BERM DITCH SEE RDWY STD. 240.01 -Y16- STA 12+50 to 13+90 BERM DITCH SEE RDWY STD. 240.01 -L- STA 144+60 to 145+50 2GI 2GI 2GI 2GI 2GI 2GI REMOVE RETAINREMOVE REMOVE 15 " RC P-III 30" 15"15"15"15" SPECIAL TB JB w/MH REMOVE C F F C F C C C F C C C F F F F C C C 10 26 1027 1027 10 2 7 1028 1028 1028 1029 1029 1029 1029 1029 1029 1029 1030 10 3 0 1030 10 30 1030 1030 1031 1031 1031 10 31 1031 1031 1032 10 3 2 10 3 2 1032 10 3 2 10 3 2 1032 1033 10 3 3 1033 1033 1033 10 3 3 1033 1033 10 33 1034 1034 1034 10 3 4 1034 10 3 4 10 3 4 1034 10 3 4 1035 1035 1035 1035 10 3 5 1035 1035 10 3 5 10 3 5 10 3 5 10361036 1036 1036 10 3 6 1036 1036 10 3 6 10 36 10 36 1036 1036 1036 10 3 6 10 3 6 1036 1037 1 0 3 7 1037 1037 1037 10 3 7 1037 1037 1037 1037 1037 10 3 7 1037 1037 1037 1038 1038 1038 10 3 8 1038 1038 1038 1038 10 3 8 1038 1038 1038 1038 1038 1038 10 38 10 3 8 1039 1039 1039 1039 1039 1039 1039 10 3 9 1039 1039 1039 10391039 1039 1039 1039 1040 1040 1040 1040 10 4 0 1040 1040 1040 1040 10 4 0 1040 10401040 1 0 4 0 1040 1041 1041 10 4 1 1041 1041 1041 1041 1041 10 4 1 1041 1041 10411041 10411041 1041 10 4 1 1041 10 4 1 1042 1042 1042 1042 1042 1042 1042 1042 10 4 2 10 4 2 1042 1042 10 42 10 4 2 1042 1042 1042 1042 1042 1042 1042 1043 1043 1043 1043 1043 1043 1043 10 4 3 1043 1043 1043 1043 1043 1043 10 4 3 1043 10 4 3 1043 1043 1043 10 4 3 1043 10 4 3 1044 1044 1044 10 4 4 1044 1044 1044 10 4 4 1044 1044 1044 1044 1044 10 44 10 4 4 10 4 4 10 4 4 1044 10 44 104 4 10 4 4 1044 10 44 1045 1045 1045 1045 1045 1045 1045 1045 1045 1045 1045 1045 10 4 5 1045 1045 10 4 5 1045 1045 1045 10451045 1045 1045 1045 10 4 5 1046 1046 1046 1046 10 4 6 1046 1046 1046 1046 1046 1046 1046 1046 1046 1046 10 4 6 1046 1046 1046 1046 1046 1046 1046 1046 10 4 6 1046 10 4 6 1047 1047 1047 10 47 1047 104 7 10 4 7 1047 1047 1047 1047 1047 1047 1047 1047 1047 10 4 7 1047 1047 1047 1047 1047 1047 10471047 1047 1047 10 48 10 4 8 1048 1048 10 4 8 1048 1048 10 4 8 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 1048 10 4 8 1049 10 49 10 4 9 1049 1049 1049 10 4 9 1049 10 4 9 1049 1049 1049 10 4 9 1049 1049 10 4 9 1049 1049 1049 10 4 9 1049 104 9 1049 10 4 9 1049 1049 10 4 9 1049 1050 1050 1050 1050 1050 10 5 0 1050 1050 1050 1050 1050 1050 1050 1050 10 50 1050 1050 1050 1050 1050 1050 1050 1050 1 0 5 0 1050 1050 1050 10 5 0 10 5 0 1051 1051 1051 1051 1051 1051 1051 105 1 10 51 1051 1051 1051 1051 1051 1051 1051 1051 10 51 1051 1051 1051 10 5 1 1051 1051 1051 1051 1051 10 5 1 1051 1052 1052 10 5 2 1052 1052 1052 1052 1052 10 5 2 10 5 2 1052 1052 1052 1052 1052 1052 10 5 2 10 52 1052 1052 1052 1052 1052 1052 1052 1052 1052 1052 1052 1052 1053 10 53 10 5 3 1053 1053 1053 1053 10 5 3 1 0 5 3 1053 10 5 3 1053 1053 1053 1053 1053 10 53 10 5 3 1053 1053 1053 1053 10 5 3 1053 10 5 3 1053 1053 10 5 3 1053 1054 1054 1054 1054 1054 1054 1054 10 54 1054 1054 1054 1054 1054 1054 1054 1054 10 5 4 10 5 4 1054 1054 1054 10 5 4 10 5 4 1054 1054 10 5 4 1054 10 5 4 1055 10 5 5 10 5 5 1055 1055 1055 1055 1 0 5 5 10 5 5 1055 1055 1055 1055 1055 1055 1055 1055 1055 10 5 5 1055 1055 10 5 5 10 5 5 1055 1056 1056 1056 10 56 10 5 6 1056 1056 1056 10 5 6 10 5 6 1056 10 5 6 10 5 6 1056 1056 1056 1056 10 5 6 1056 1056 1056 1056 1056 105 6 10 5 6 1057 1057 1057 10 5 7 10 5 7 1057 10571057 1057 10 5 7 10 5 7 10 5 7 10 5 7 10 5 7 1057 1057 1057 1057 1057 1057 1057 1057 1057 1057 10 57 1058 10 58 10 5 8 1058 1058 1058 1058 10 5 8 1058 1058 10 58 10 5 8 10 5 8 1058 1058 1058 1058 10 58 1058 1058 1058 1058 1058 10 5 9 1059 1059 1059 10 5 9 1059 1059 10 5 9 1059 1059 1059 1059 1059 1059 1059 1059 1059 10 5 9 1059 1059 1059 1059 1059 1059 1059 10 6 0 10 6 0 1060 1060 1060 10 60 10 6 0 1060 1060 1060 1060 1060 1060 10 6 0 10 6 0 1060 1060 1060 1060 1060 1060 10 6 0 1060 10 6 1 1061 1061 1061 1061 1061 1061 1061 1061 1061 1061 1061 10 61 1061 10 6 1 1061 1061 1061 10 6 1 1061 1061 1061 10 6 1 1062 1062 1062 1062 1062 1062 1062 1062 1062 1062 1062 1062 10 6 2 10 6 2 1062 1062 1062 1062 1062 1062 1062 1062 1062 10 6 2 1063 1063 1063 1063 1063 1063 1063 10 6 3 1063 1063 1063 1063 10 6 3 1063 1063 10 6 3 1063 1063 1063 10 6 3 10 6 3 1063 10 6 3 1063 10 6 3 10 6 4 1064 1064 1064 1064 1064 1064 1064 1064 1064 10 6 4 10 6 4 1064 1064 10 6 4 1064 1064 1064 10 6 4 10 6 4 1064 1064 1064 1065 1065 1065 106 5 1065 10 6 5 1065 1065 1065 1065 1065 10 6 5 1065 1065 1065 1065 1065 10 6 5 1065 1065 1066 1066 10 6 6 1066 1066 106 6 1066 1066 1066 1066 1066 10 6 6 1066 10 6 6 1066 1066 1066 10 6 6 1066 1066 1066 10 6 6 1066 1067 1067 1067 1067 1067 1067 10 67 1067 1067 10 6 7 1067 1067 1067 1067 10 6 7 1067 1067 10 6 7 10 67 1067 1067 10 6 7 1068 1068 1068 1068 1068 10 6 8 1068 1068 1068 1068 1068 1068 10 6 8 1068 1068 10 6 8 1068 1068 1068 1069 1069 1069 1069 1069 10 6 9 1069 1069 1069 1069 1069 1 0 6 9 1069 1069 10 6 9 10 6 9 1069 1069 1070 10 7 0 1070 1070 10 7 0 1070 1070 1070 1070 10 7 0 1070 10 7 0 1070 10 70 10 7 0 1070 1070 1070 1071 10 7 1 1071 1071 1071 1071 1071 10 7 1 1071 1071 1071 10 71 1071 1071 10 71 10 7 1 1071 107 1 1071 1072 1072 1072 1072 10 7 2 1072 1072 1072 1072 1072 10 7 2 1072 1 0 7 2 1072 1072 10 7 2 1072 1073 10 73 10 73 1073 1073 1073 1073 1073 1073 1073 1073 1073 10 7 3 1073 1073 1073 1073 1074 10 7 4 1074 10 7 4 1074 1074 1074 1074 1074 1074 10 7 4 1074 10 7 4 1074 10 74 10 7 4 1074 1074 1075 10 7 5 1075 1075 1075 1 0 7 5 1075 1075 1075 10 7 5 1075 10 7 5 1075 10 7 5 1075 10 7 5 1075 10 7 5 1076 10 7 6 1076 10 7 6 1076 1076 1076 1076 1076 10 7 6 10 7 6 10 76 1076 10 7 6 1076 1077 1077 1077 1077 1077 10 77 1077 10771077 10 7 7 1077 1077 10 7 7 1077 1077 10 77 1077 1078 1078 1078 1078 1078 1078 1078 1078 10 78 1078 1078 1078 1078 1078 1078 1079 1079 1079 1079 1079 10 79 10 7 9 1079 10 79 1079 107 9 10 8 0 1080 1080 1080 10 8 0 10 8 0 1080 10 8 0 1080 1080 1081 1081 1081 1081 1081 1081 10 81 1081 1082 1082 1082 1082 1082 10 8 2 1083 1083 1083 1083 10 8 4 1084 1084 10 8 5 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 4 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 15 M A T C H L IN E - L - S T A . 15 9 + 0 0 S E E S H E E T N O . 13 M A T C H L IN E - L - S T A . 14 5 + 0 0 R-2603 14 SHEET 21 OF 28 PERMIT DRAWING 14 5 15 0 15 5 14 5 -L- -Y16 - - Y1 5- N AD 83/ 95 IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 9A SITE 9B SITE 9C RAUL RIVAS JULIE YOUNCE CARL YOUNCE BERTHA M ORA F ELI P E M ORA P ATRI CI A TRI CE J AM ES TRI CE RUTH P EA RS ON GA RY P EA RS ON CHRI S TY HA LL P ATRI CI A S HEW CHRI S S HEW NAN CY J OHNS TO N VICTOR GARCIA CHRISTOPHER WATSON F C JOHNSON HEIRS ALICE PREVETTE ROYALE LAZENBY NORT H WIL KE S B O R O C IT Y L IMIT S 89 90 91 92 93 15 1 15 2 15 3 15 4 15 5 156 15 7 158 15" CMP D I HW HW v v C M P 18 " C MP 3 0 " 1 BARREL4’x3’ C MP 15" MO N CONC R C P 15 " S SOIL SOIL SOIL S CONC DK G R GR G R D K G R CONC GR C ONC D K CONC BS T S R 2 0 90 VIS T A LANE 2 0 ’B S T DK CONC DK C ON C DK DK CONC NC 268 ELKIN RD 21’ BST DK 15" HDPE 15 " C MP F LAGP OLE 15 " P L AS T IC EVELYN BLACKBURN WILLIAM BLACKBURN 82 CD710 8 0.4 8 * BL3 6 0 4 CD2 210 7 5.6 2 WOODS QUEEN DR GR WD TIMBERS & GR PLAY HOUSE SWING CLEAN OUT 3. 15’ DEEP 88 SHEILA & RONNIE CHURCH ROBERT WYATT 94 18 " C MP P A VED DIT C H P A VE D DIT C H NORTH WI LKES BO RO CI TY LI MI TS P A VE D DIT C H 89Z 90Z89Z90Z 2GI2GI2GI2GI FS BDO FS 5 SY GEOTEXTILE EST. 1 TONS CLASS ’B’ RIP RAP 5 SY GEOTEXTILE EST. 1 TONS CLASS ’B’ RIP RAP BDO 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP 5 SY GEOTEXTILE EST. 1 TONS CLASS ’B’ RIP RAP 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP 15" RCP-III 2GI 15 " 3 0 " RC P-III 15" 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 15 " 15" 18" RCP-III 2 4 " RC P - I I I FS FS 54" RC P-III 15" 3GI 15" BERM DITCH SEE RDWY STD. 240.01 -Y16- STA 12+50 to 13+90 BERM DITCH SEE RDWY STD. 240.01 -L- STA 144+60 to 145+50 2GI 2GI 2GI 2GI 2GI 2GI REMOVE RETAINREMOVE REMOVE 15 " RC P-III 30" 15"15"15"15" SPECIAL TB JB w/MH REMOVE C F F C F C C C F C C C F F F F C C C 18 " C MP 15" CM P INV= 118 2 .0 3 ’ INV=117 2 .5 1’ RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 5 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 16 M A T C H L I N E - L - S T A . 17 3 + 0 0 S E E S H E E T N O . 14 M A T C H L I N E - L - S T A . 15 9 + 0 0 15R-2603 THIS SHEET MATCH LINE -Y17- STA. 16+00 T H I S S H E E T M A T C H L I N E - Y 1 7 - S T A. 1 6 + 0 0 SHEET 22 OF 28 PERMIT DRAWING 16 0 16 5 17 0 -L- - Y17 - N AD 83/ 95 IN SURF WATER TEMP IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATER PERM IMPACTS SITE 10 SITE 9D MARGIE WYATT RICHARD HOLLOWAYROBERT WYATT N O R T H W ILK E S B O R O C ITY L IM IT S N O R T H WIL K E S B O R O C IT Y L IM IT S 94 95 96 18 " R C P HW HW CMP 3 0 " C MP 18 " S NC 268 ELKIN RD 22’ BST GR GR GR B ST S S CB DI 15" CMP18" CMP P AV E D DIT C H P A VE D DIT C H MARGIE WYATT 95 S R 2 0 8 6 BE AUMONT P OP LAR S T 19 ’ B S T F C JOHNSON HEIRS 92 GR 1 BARRE L 4 ’x 2 ’ 98 92 F C JOHNSON HEIRS 98 ALAN JOHNSON 97 PL=N O R TH WILK ESB O R O C ITY LIM ITS TO DRAIN GRADE CUT 18" HWFS 24 SY GEOTEXTILE EST 10 TONS CLASS ’B’ RIP RAP 18"18" 18" 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP TO DRAIN GRADE CUT 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 18" G RADE TO D RAIN 15" TO 17+50 RT EST. 100 SY DITCH STATION 14+50 PLACE PSRM IN ROADWAY 10 SY GEOTEXTILE EST. 3 TONS CLASS ’B’ RIP RAP 15" 2 4 " RC P-III 18" 48" RC P-III 2GI 2GI 2GI RETAIN REMOVE REMOVE REMOVE REMOVEREMOVE REMOVE DI 24" RCP-III 24" RCP-III REMOVE EXIST. RCBC 81 SY GEOTEXTILE EST 22 TONS CL B SEE DETAIL TP1 TOE PROTECTION 1 5 -Y17- N A D 8 3 / 9 5 MARGIE WYATT BERNICE WALSHGARY WALSH ALMEDA ELLER WILLIAM ELLER MARGIE WYATT 95 95 159 160 SR 2086 BEAUMONT POPLAR ST 19’ BST S O I L S O IL C O N C C O N C B S T 15" CMP 15" CMP 15" CM P T O 1 7 + 5 0 R T E S T. 1 0 0 S Y D I T C H S T A TI O N 1 4 + 5 0 P L A C E P S R M I N R O A D W A Y ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FROM -Y17- STA. 11+15 TO STA. 13+00 LT DETAIL LB1 b= 2Ft. B= 2Ft. Max. d= 1Ft. Min. D= 1Ft. Type of Liner= PSRM Ground Natural Slope Fill TO DRAIN GRADE REMOVE p ip e c u v e s a n d o u le t is t h e d r iv e wa y h o m e o w n e r s t a t e s t h a t t h e 28 SY GEOTEXTILE EST 10 TONS CLASS ’B’ RIP RAP EST 200 SY PSRM STATION 14+50 TO 17+50 RT PLACE PSRM IN ROADWAY DITCH F C C C C F C F F C C C C C C C C F F C C FC F C C C C C F F C F C F F F C F C C 1098 10 9 8 10 9 8 10 9 9 10 9 9 110 0 110 0 1 10 1 110 1 110 2 110 2 110 3 110 3 1104 1 1 0 4 110 4 1105 1 1 0 5 1106 1106 110 6 110 6 1107 1107 110 7 110 7 1108 1108 110 8 110 8 1109 1109 1 1 0 9 1109 1110 1110 1 1 1 0 1111 1111 1111 1112 111 2 1112 1112 1113 11 1 3 1113 1113 1 1 14 1114 1114 1114 1115 111 5 1115 1116 1116 1116 1117 1117 1117 1118 1118 1118 1119 1119 1119 1120 112 0 112 0 1121 1121 1121 1122 1122 1123 1123 1123 1124 1124 1124 1125 1125 1125 112 6 1126 1126 1127 1127 1127 1128 112 8 1128 1129 112 9 1129 1130 1 1 3 0 1130 1131 113 1 1131 1132 113 2 1132 1133 1133 113 3 1134 113 4 1134 113 5 1135 1136 1136 1136 113 7 1137 1137 1138 1138 1139 1139 1140 1140 1141 1141 1142 1142 114 3 1143 114 4 1144 114 51145114 6 1146 114 7 1147 114 8 1148 114 9 1149 115 0 1150 115 1 1151 115 2 1152 115 3 1153 115 4 1154 1 1 5 5 1155 115 6 1156 1157 115 7 1 1 5 8 115 8 115 9 115 9 116 0 116 0 116 1 116 1 116 2 116 2 116 3 116 3 116 4 116 4 1165 116 5 116 5 1166 116 6 1167 116 7 1168 116 8 1169 116 9 117 0 117 0 117 1 117 1 117 2 117 2 117 3 117 3 117 4 117 4 117 5 1 17 6 117 6 117 7 117 7 117 8 117 8 117 9 117 9 118 0 118 0 118 1 118 1 118 2 118 2 1183 118 3 1184 118 4 1185 118 5 118 6 118 6 1187 118 7 118 8 118 8 118 9 118 9 119 0 119 1 119 1 119 2 119 2 1193 119 3 1194 119 4 119 5 119 5 1196 119 6 119 7 119 7 119 7 119 8 119 8 119 8 1199 1199 120 0 1200 1201 1201 12 0 1 1202 12 0 3 1204 1205 1206 1207 12 0 8 1050 1051 1051 10 5 1 1052 1052 1052 10 5 2 1053 10 5 3 1053 1053 1053 1053 10 5 3 1054 1054 1054 10 5 4 1054 1054 10 5 4 10 5 4 10 5 4 1055 1055 1055 1055 1055 1055 1056 1056 1056 1056 1056 10 5 6 1057 1057 10 5 7 1057 1057 1057 1057 1058 1058 1058 1058 1058 10 5 8 10 5 8 1059 1059 1059 1059 1 0 5 9 1059 1059 106010 6 0 1060 1060 10 6 0 10 6 0 1060 1060 1061 1061 10 6 1 1061 1061 1061 1061 1062 1062 1062 1062 1062 1062 1062 1063 1063 106 3 10 6 3 10 6 3 1063 1063 10 6 3 1064 1064 1064 1064 1064 1064 1064 1064 1065 1065 1065 1065 10 6 5 1065 1065 1065 1065 1066 10 6 6 1066 1066 1066 1066 10 6 61066 10 6 6 1067 1067 1067 1067 1067 1067 1067 1067 10 67 1068 1068 1068 1068 10 6 8 10 6 8 1068 1068 1068 1068 1069 1069 1069 1069 1069 1069 1069 1069 1 0 6 9 10 6 9 1069 1070 1070 1070 1070 1070 10 7 0 1070 1070 1070 1070 1070 1071 10 71 1071 1071 1071 1071 1071 1071 10 7 1 10 7 1 1071 1072 1072 1072 1072 1072 10 7 2 1072 1072 10 7 2 1072 1072 1073 1073 1073 1073 10 7 3 1073 1073 10 7 3 1073 10 7 3 10 7 3 1073 1074 1074 1074 10 7 4 1074 1074 1074 1074 10 7 4 10 7 4 10 7 4 1074 1075 1075 1075 10 7 5 1075 1075 1075 1075 1075 10 7 5 1075 10 7 5 10 7 5 1076 1076 1076 10 7 6 1076 107 6 1076 1076 1076 1076 1076 1076 1076 1077 1077 1077 1077 1077 1077 1077 1077 1077 1077 1077 1077 1077 1078 1078 1078 1078 1078 1078 1078 1078 1078 1078 1078 1078 1079 1079 1079 1079 1079 1079 1079 1079 1079 1079 1079 1079 1079 1080 1080 1080 108 0 1080 10 8 0 1080 1080 1080 10 8 0 10 8 0 1080 1080 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1082 1082 1082 1082 1082 1082 1082 1082 1082 1082 1082 1082 1082 1083 1083 1083 1083 1083 1083 1083 1083 10 8 3 1083 1083 10 8 3 1083 1083 10 8 3 1083 1084 1084 1084 1084 10 8 4 1084 1084 10 84 10 8 4 1084 1084 1084 1084 10 8 4 1084 10 8 4 10 8 4 1084 1085 1085 1085 1085 1085 10 85 10 85 1085 1085 10 85 1085 1085 1085 1085 10 8 5 1085 1085 1086 1086 1086 1086 1086 10 8 6 10 8 6 1086 1086 1086 10 8 6 1086 1086 10 8 6 10 8 61086 1086 10 8 7 1087 10 8 7 1087 1087 1087 1087 1087 1087 1087 1087 1087 10 8 7 1087 108710871087 1087 1088 10 8 8 1088 10 8 8 1088 1088 1088 1088 108 8 1088 10 8 8 10 8 8 10881088 1088 10 8 8 1088 1088 1088 1089 1089 1089 1089 1089 1089 1089 1089 1089 10 8 9 1089 10 8 9 1089 10891089 1089 1089 1089 1089 1090 1090 1090 1090 1090 1090 10 9 0 1090 1090 10 9 0 1090 10 9 0 1 0 9 0 1090 1090 10 9 0109010 9 1 10 9 1 1091 1091 1091 1091 1091 10 9 1 1091 1091 1091 1091 10 91 10 9 1 1091 1 0 9 1 1091 1092 1092 1092 1092 1092 1092 10 9 2 1092 10 9 2 10 9 2 1092 1092 1092 1092 1 0 9 2 1092 10 9 2 1093 1093 1093 1093 1093 10 93 1093 1093 1 0 9 3 10 9 3 1093 1093 1093 1093 1093 1093 10 9 3 10 94 1094 10 94 1094 1094 1094 1094 1094 1094 1094 1094 1094 1094 1094 10 9 4 1094 10 9 4 1095 1095 1095 1095 1095 1095 1095 1095 1095 1095 1095 10 9 5 1095 10 9 5 1095 10 9 5 1096 1096 1096 1096 1096 1096 1096 10 9 6 1096 1096 1096 10 9 6 10 9 6 10 9 6 1096 10 96 1097 1097 1097 1097 1097 109 7 1097 10 9 7 1097 10 9 7 1097 10 97 1097 10 97 1097 1097 1097 1098 1098 1098 1098 1098 1098 1098 1098 1098 1098 1098 1099 1099 109 9 10 99 10 9 9 1099 1099 10 9 9 1099 1099 10 9 9 1100 1100 1100 110 0 110 0 1100 1100 1100 110 0 1101 1101 1101 110 1 1101 1101 1101 1101 1102 1102 110 2 110 2 1102 1102 110 2 1103 1103 1103 1103 1103 110 3 1104 1104 110 4 110 4 1104 1104 110 5 1105 110 5 1105 1105 110 6 1106 1106 110 6 110 7 110 7 1107 11081108 18 " C MP 15" CM P INV= 118 2 .0 3 ’ INV=117 2 .5 1’ RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 5 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S E E S H E E T N O . 16 M A T C H L I N E - L - S T A . 17 3 + 0 0 S E E S H E E T N O . 14 M A T C H L I N E - L - S T A . 15 9 + 0 0 15R-2603 THIS SHEET MATCH LINE -Y17- STA. 16+00 T H I S S H E E T M A T C H L I N E - Y 1 7 - S T A. 1 6 + 0 0 SHEET 23 OF 28 PERMIT DRAWING 16 0 16 5 17 0 -L- - Y17 - N AD 83/ 95 IN SURF WATER TEMP IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN IN SURF WATER TEMP IMPACTS IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATER PERM IMPACTS SITE 10 SITE 9D MARGIE WYATT RICHARD HOLLOWAYROBERT WYATT N O R T H W ILK E S B O R O C ITY L IM IT S N O R T H WIL K E S B O R O C IT Y L IM IT S 94 95 96 18 " R C P HW HW CMP 3 0 " C MP 18 " S NC 268 ELKIN RD 22’ BST GR GR GR B ST S S CB DI 15" CMP18" CMP P AV E D DIT C H P A VE D DIT C H MARGIE WYATT 95 S R 2 0 8 6 BE AUMONT P OP LAR S T 19 ’ B S T F C JOHNSON HEIRS 92 GR 1 BARRE L 4 ’x 2 ’ 98 92 F C JOHNSON HEIRS 98 ALAN JOHNSON 97 PL=N O R TH WILK ESB O R O C ITY LIM ITS TO DRAIN GRADE CUT 18" HWFS 24 SY GEOTEXTILE EST 10 TONS CLASS ’B’ RIP RAP 18"18" 18" 21 SY GEOTEXTILE EST. 8 TONS CLASS ’B’ RIP RAP TO DRAIN GRADE CUT 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 18" G RADE TO D RAIN 15" TO 17+50 RT EST. 100 SY DITCH STATION 14+50 PLACE PSRM IN ROADWAY 10 SY GEOTEXTILE EST. 3 TONS CLASS ’B’ RIP RAP 15" 2 4 " RC P-III 18" 48" RC P-III 2GI 2GI 2GI RETAIN REMOVE REMOVE REMOVE REMOVEREMOVE REMOVE DI 24" RCP-III 24" RCP-III REMOVE EXIST. RCBC 81 SY GEOTEXTILE EST 22 TONS CL B SEE DETAIL TP1 TOE PROTECTION 1 5 -Y17- N A D 8 3 / 9 5 MARGIE WYATT BERNICE WALSHGARY WALSH ALMEDA ELLER WILLIAM ELLER MARGIE WYATT 95 95 159 160 SR 2086 BEAUMONT POPLAR ST 19’ BST S O I L S O IL C O N C C O N C B S T 15" CMP 15" CMP 15" CM P T O 1 7 + 5 0 R T E S T. 1 0 0 S Y D I T C H S T A TI O N 1 4 + 5 0 P L A C E P S R M I N R O A D W A Y ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FROM -Y17- STA. 11+15 TO STA. 13+00 LT DETAIL LB1 b= 2Ft. B= 2Ft. Max. d= 1Ft. Min. D= 1Ft. Type of Liner= PSRM Ground Natural Slope Fill TO DRAIN GRADE REMOVE p ip e c u v e s a n d o u le t is t h e d r iv e wa y h o m e o w n e r s t a t e s t h a t t h e 28 SY GEOTEXTILE EST 10 TONS CLASS ’B’ RIP RAP EST 200 SY PSRM STATION 14+50 TO 17+50 RT PLACE PSRM IN ROADWAY DITCH F C C C C F C F F C C C C C C C C F F C C FC F C C C C C F F C F C F F F C F C C DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 1 1 : 5 7 : 5 1 A M -L- NC 268 -L- NC 268 R-2603 27 145 161160159 146 147 148 149 150 151 152 153 154 155 156 157 158 159 162 163 164 165 166 167 168 169 170 171 172 173 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 24 OF 28 PERMIT DRAWING (+)1.9720% (+)2.1058% PI = 147+00.00 EL = 1,040.65’ VC = 600’ K = 4483 V = 80 mph PI = 159+00.00 EL = 1,065.92’ VC = 560’ K = 4730 V = 80 mph E L = 10 5 8 . 5 9 ’ - L- S T A . 15 7 + 0 0 LT S P E C IA L C U T ’ V ’ D IT C H W /H IN G E B E G IN (+)5.27% E L = 10 5 2 . 0 0 ’ - L- S T A . 15 5 + 7 5 LT S P E C IA L C U T ’ V ’ D ITC H W /H IN G E DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1055.0 = 32 = 100(+) = 50 = 25 = 1054.5 = 30 = 1054.9 = 20 -L- Sta. 155+27 LTE L = 10 3 1. 6 0 ’ - L- S TA . 1 4 6 + 14 ( 6 1) RT B A S E T A IL D ITC H E L = 1 0 3 1 . 6 0 ’ - L- S TA . 14 6 + 15 . 3 5 (8 8 ) RT B A S E TA IL D IT C H E L = 10 5 2 . 0 0 ’ - L- S TA . 1 5 5 + 7 5 ( 8 0 ) LT B E G IN B A S E T A IL D ITC H EL = 1062.68’ -L- STA. 156+89 (124.66) LT END BASE TAIL DITCH EL = 1055.51’ -L- STA. 156+00 (113.5) LT BASE TAIL DITCH 134 LF @ 8.0% 25 LF @ 1.2% SKEW=120 30" RCP E L = 10 5 4 . 3 9 ’ - L- S TA . 15 5 + 0 0 LT S P E C IA L C U T ’V ’ D IT C H W /H IN G E B E G IN (-)3.19% (+)1.9874% (+)1.9874% (+)3.5896% PI = 159+00.00 EL = 1,065.92’ VC = 560’ K = 4730 V = 80 mph PI = 164+45.00 EL = 1,076.75’ VC = 530’ K = 331 V = 80 mph ELEV. 1077.21’ 8" SPIKE IN ROOT OF 10" WHITE OAK TREE 248.10’ RT. -L- STA. 167+83.35 BM # 8 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1087.0 = 19 = 100(+) = 50 = 17 = 1086.8 = 19 = 1087.0 = 5.2 -L- Sta. 168+00 LT DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1065.1 = 15 = 500(+) = 50 = 11 = 1064.7 = 12 = 1064.8 = 3.4 -L- Sta. 160+00 LT DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1077.5 = 27 = 100(+) = 50 = 17 = 1076.1 = 21 = 1076.6 = 13 -L- Sta. 165+00 LT DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1098.6 = 118 = 500(+) = 50 = 34 = 1091.0 = 41 = 1091.3 = 32 -L- Sta. 171+35 LT (+)4.32% (+)2.6% (+)4.22% (-)0.84% E L = 1 0 8 4 . 5 0 ’ - L- S TA . 16 8 + 0 0 LT S P EC IA L C U T ’V ’ D ITC H W /H IN G E B E G IN E L = 10 9 5 . 0 4 ’ - L- S TA . 17 0 + 5 0 LT E N D S P E C IA L C U T ’V ’ D ITC H W /H IN G E B E G IN S P E C IA L C U T ’V ’ D ITC H E L = 10 9 7 . 15 ’ - L- S TA . 1 7 1+ 0 0 LT S P E C IA L C U T ’ V ’ D ITC H E N D E L = 10 7 4 . 2 2 ’ - L- S TA . 16 4 + 5 0 LT S P E C IA L C U T ’V ’ D ITC H W /H IN G E B E G IN EL = 10 7 3 . 8 0 ’ - L- S TA . 16 5 + 0 0 LT S P E C IA L C U T ’V ’ D ITC H W /H IN G E E L = 10 8 4 . 5 9 ’ - L- S TA . 16 7 + 5 0 LT S P E C IA L C U T ’V ’ D IT C H W /H IN G E E N D EL = 1063.00’ -L- STA. 160+00 LT SPECIAL CUT ’V’ DITCH W/HINGE BEGIN E L = 10 7 0 . 7 9 ’ - L- S TA . 1 6 3 + 0 0 LT S P E C IA L C U T ’ V ’ D ITC H W /H IN G E E N D E L = 10 8 8 . 5 0 ’ - L- S TA . 17 0 + 10 LT B E G IN B A S E T A IL D ITC H E L = 10 9 0 . 6 0 ’ - L- S TA . 17 2 + 7 0 LT E N D B A S E TA IL D IT C H (+)3.5% SKEW=92 24" RCP SKEW=97.5 24" RCP SKEW=111 24" RCP TIED TO 48" RCP EXISTING 2’ X 4’ BOX CULVERT 1 1 4 1. 3 1 11 4 1. 4 0 1 13 9. 9 5 11 3 9. 5 9 1 1 3 9.7 6 1 13 9. 8 1 1 14 0. 7 8 1 13 8. 9 2 1 13 8. 6 2 1 1 3 8. 0 6 11 3 7. 8 6 1 1 3 8. 6 6 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 6 . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R-2603 16 S E E S H E E T N O. 17 MAT CH LIN E - L- S T A. 18 7 + 0 0 S E E S H E E T N O . 15 M A T C H L I N E - L - S T A . 17 3 + 0 0 SEE SHEET NO. 21MATCH LINE -Y18- STA. 35+00 SEE SHEET NO. 20MATCH LINE -Y18- STA. 27+00 SHEET 25 OF 28 PERMIT DRAWING 17 5 18 0 30 35 18 5 35 -L- -L- - Y 18 - - Y 18 - N AD 8 3 / 9 5 IN SURF WATERTEMP IMPACTS SITE 11 (55’ LONG FROM PIPE OUTLET) EXISTING RIP RAP IN CHANNEL STREAM NOTE: IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 11 STEPHEN JARVIS MARGARET JARVIS BRUCE EVANS DEBRA EVANS THERMOGAS COMPANY FERRELGAS, LP F C JOHNSON HEIRS N O R T H WIL K E SB O R O C IT Y L IMIT S NORTH WI LKES BORO CI TY LI MI TS NORTH WILKESBORO CITY LIMITS 98 100 101 102 103 165 EASEMENT DRAINAGEPERMANENT 3 0 " C M P 60" R C P LOC. OF CULV UNABLE TO OBTAIN 1 BARRE L 4 ’X4 ’ NC 268 ELKIN RD 21’ BST GR S S S G A S T A N K G A S T A N K GR GR GR BST SOIL GR B ST BST C O N C BST GR GR V E N T C A P S S BST 1 8 " C M P 15" CMP 18" HDPE CAN MTL 161B NC 268 ELKIN RD 22’ BST S R 19 6 6 A IR P OR T R D 2 2 ’ B S T CURB CONC AAMA INVESTMENTS, LLC AAMA INVESTMENTS, LLC 95 KELSEY ROYAL 167 EASEMENT DRAINAGE PERMANENT S R 2 3 3 3 2 4 ’ B S T R I V E R LI B E R T Y G R O V E C H U R C H R D 105 T. CAMERON FINLEY TAMELA FINLEY 104 18 " CM P R A L P H T HO MA S F R A Z IE R 100A 99 P L = NO R T H WIL KE S B O R O C IT Y L IMIT S 99 GOTI, INC JOHN LEWIS WYATT JR. HW 6 0 " R C P - I I I 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP 18" 18"DI CB CB 15" RCP-III CB 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP BDO BDO FS FS BDO 18" 15" 1 5 " R C P - I I I 3GI FS 15" 15 " 15 " 18" 15" RCP-III BDO 15" RCP-III 15" 1 5 " 15" 15" RCP-III 15" RCP-III FS 24" 24" 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI RETAIN REMOVE REMOVE REMOVE SPECIAL TB JB w/MH REMOVE 1 8 " CF F C C F C CC C F F F C C F F C C C C F F C C C F 1098 1098 1099 110 0 11001100 110 1 1101 110 1 1101 110 2 1102 1102 1102 1103 1103 11031103 1103 110 4 1104 1104 1104 1104 1104 110 5 110 5 1105 1105 1105 1105 1106 1106 1106 110 6 11061106 1106 1106 1107 1107 1107 1107 110 7 1107 1107 1107 1107 1107 1108 110 8 1108 1108 1108 1108 1108 1108 1108 1109 1109 1109 1109 110 9 1109 11091109 1109 1109 1109 110 9 1110 1110 1110 1110 1110 1110 1110 1110 1110 1110 1111 1111 1111 1111 1 1 11 1111 1111 1111 1111 1111 1111 1111 1111 1112 1112 1112 1112 1112 1112 1112 1112 1112 1112 1112 1112 1112 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1 1 13 1114 1114 1114 1114 1114 1114 1114 1114 1114 1114 1114 1115 1115 1115 1115 1115 1115 1115 1115 1115 1115 1 1 15 1115 1116 1116 1116 1116 1116 1116 1116 1116 1116 1116 1116 1116 1116 1116 1116 1117 1117 1117 1117 1117 1117 1117 1117 1117 1117 1117 1117 1117 1117 1118 1118 1118 1118 1118 1118 1118 1118 1118 1118 1118 1118 1118 1118 1119 1119 1119 1119 1119 1119 1119 1119 1119 1119 1119 1119 1119 11191120 1120 1120 1120 1120 1120 1 1 2 0 1120 1120 1120 1120 1 1 2 0 112 0 112 0 112 0 1121 112 1 1121 1121 1121 1121 112 1 1121 1121 1121 1121 112 1 112 1 112 1 1121 1121 1121 112 1 1122 1122 1122 1122 1122 1122 1122 112 2 1122 1122 1122 1122 1122 1122 1122 1122 1122 1122 1122 112 2 1123 1123 1123 1123 1123 112 3 1123 1123 1123 1123 1123 1123 1123 1123 1123 112 3 1123 1123 112 3 112 3 112 3 1124 1124 1124 112 4 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 1124 112 4 112 4 112 4 1 1 2 5 1125 1125 1125 1125 1125 1125 1125 1125 11 2 5 1125 1125 112 5 112 5 112 5 1125 112 5 112 5 112 5 1125112 5 112 5 1126 1126 1126 1126 1126 1126 1126 1126 1126 1126 112 6 112 6 1126 1126 1126 1126 1126 1126 112 6 112 6 1 1 2 6 1126 1126 1127 1127 1127 112 7 112 7 112 7 1127 1127 1127 1127 1127 112 7 1127 1127 1127 1127 1127 1127 1127 1127 1127 112 7 112 7 112 8 112 8 112 8 1128 1128 112 8 1128 1128 112 8 1128 1128 1128 1128 1128 1128 112 8 1128 1128 1128 1128 1128 112 8 1128 112 9 112 9 112 9 1129 1129 1129 1129 1129 112 9 112 9 1129 112 9 1129 1129 1129 1129 1129 112 9 1129 1129 112 9 1129 1129 1130 1130 1130 113011301130 113 0 113 0 113 0 113 0 113 0 1130 1130 1130 1130 1130 1130 1130 113 0 1 1 3 0 1130 1130 1130 113 0 1131 1131 1131 1131 113 1 1131 113 1 1131 113 1 113 1 1131 113 1 113 1 1131 1131 1131 113 1 1131 1131 1 13 1 1132 1132 1132 1132 1132 1132 113 2 1132 113 2 113 2 113 2 113 2 1132 1132 1132 1132 1132 113 2 1133 1133 1133 1133 113 3 113 3 1133 1133 1133 11 3 3 1133 1133 1133 1133 1133 1133 1133 113 4 1134 1134 1134 1134 1134 113 4 113 4 113 4 113 4 113 4 1134 1134 113 4 1134 1135 1135 11351135 1135 1135 113 5 1135 113 5 1135 1135 1135 1135 1135 1136 113 6 11361136113 6 1136 1136 113 6 1136 113 6 113 6 1136 1136 1136 113 6 1136 1136 1137 113 7 1137 1137 1137 113 7 1137 113 7 113 7 1137 113 7 113 7 1137 1137 1137 1138 11381138 113 8 113 8 1138 1138 1138 113 8 113 8 1138 1138 1138 1139 1139 1139 1139 1139 1139 1139 1139 113 9 113 9 1139 1139 1140 1140 114 0 1140 114 0 114 0 1140 114 0 1140 1140 1141 1141 114 1 1141 114 1 1141 1141 114 1 114 1 114 1 1142 1142 1142 1142 114 2 114 2 114 2 1142 1142 1142 1143 1143 1143 1143 114 3 1143 114 3 1 1 4 3 1143 1144 1144 1144 114 4 114 4 1144 114 4 114 4 1144 114 4 1145 1145 114 5 114 5 1145 1145 114 6 114 6 114 6 1146 114 6 114 6 1147 1147 1 1 4 7 114 7 114 7 114 7 114 8 114 8 1148 1148 114 9 114 9 114 9 1149 115 0 115 0 1150 115 1 115 2 1 1 4 1. 3 1 11 4 1. 4 0 1 13 9. 9 5 11 3 9. 5 9 1 1 3 9.7 6 1 13 9. 8 1 1 14 0. 7 8 1 13 8. 9 2 1 13 8. 6 2 1 1 3 8. 0 6 11 3 7. 8 6 1 1 3 8. 6 6 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 10 / 6 / 2 0 14 _ u s e r n a m e _ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R - 2 6 0 3 _ h y d _ p r m _ w e t _ p s h 1 6 _ c o n . d g n 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS R-2603 16 S E E S H E E T N O. 17 MAT CH LIN E - L- S T A. 18 7 + 0 0 S E E S H E E T N O . 15 M A T C H L I N E - L - S T A . 17 3 + 0 0 SEE SHEET NO. 21MATCH LINE -Y18- STA. 35+00 SEE SHEET NO. 20MATCH LINE -Y18- STA. 27+00 SHEET 26 OF 28 PERMIT DRAWING 17 5 18 0 30 35 18 5 35 -L- -L- - Y 18 - - Y 18 - N AD 8 3 / 9 5 IN SURF WATERTEMP IMPACTS SITE 11 (55’ LONG FROM PIPE OUTLET) EXISTING RIP RAP IN CHANNEL STREAM NOTE: IN SURF WATER TEMP IMPACTS IN SURF WATER PERM IMPACTS IN SURF WATER TEMP IMPACTS S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 11 STEPHEN JARVIS MARGARET JARVIS BRUCE EVANS DEBRA EVANS THERMOGAS COMPANY FERRELGAS, LP F C JOHNSON HEIRS N O R T H WIL K E SB O R O C IT Y L IMIT S NORTH WI LKES BORO CI TY LI MI TS NORTH WILKESBORO CITY LIMITS 98 100 101 102 103 165 EASEMENT DRAINAGEPERMANENT 3 0 " C M P 60" R C P LOC. OF CULV UNABLE TO OBTAIN 1 BARRE L 4 ’X4 ’ NC 268 ELKIN RD 21’ BST GR S S S G A S T A N K G A S T A N K GR GR GR BST SOIL GR B ST BST C O N C BST GR GR V E N T C A P S S BST 1 8 " C M P 15" CMP 18" HDPE CAN MTL 161B NC 268 ELKIN RD 22’ BST S R 19 6 6 A IR P OR T R D 2 2 ’ B S T CURB CONC AAMA INVESTMENTS, LLC AAMA INVESTMENTS, LLC 95 KELSEY ROYAL 167 EASEMENT DRAINAGE PERMANENT S R 2 3 3 3 2 4 ’ B S T R I V E R LI B E R T Y G R O V E C H U R C H R D 105 T. CAMERON FINLEY TAMELA FINLEY 104 18 " CM P R A L P H T HO MA S F R A Z IE R 100A 99 P L = NO R T H WIL KE S B O R O C IT Y L IMIT S 99 GOTI, INC JOHN LEWIS WYATT JR. HW 6 0 " R C P - I I I 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP 18" 18"DI CB CB 15" RCP-III CB 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP BDO BDO FS FS BDO 18" 15" 1 5 " R C P - I I I 3GI FS 15" 15 " 15 " 18" 15" RCP-III BDO 15" RCP-III 15" 1 5 " 15" 15" RCP-III 15" RCP-III FS 24" 24" 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI RETAIN REMOVE REMOVE REMOVE SPECIAL TB JB w/MH REMOVE 1 8 " CF F C C F C CC C F F F C C F F C C C C F F C C C F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 / 2 8 / 2 0 14 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ R 2 6 0 3 _ R d y _ p f l _ P E R M I T S . d g n 1 1 : 5 0 : 0 8 A M -L- NC 268 -L- NC 268 R-2603 28 173 187 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE SHEET 27 OF 28 PERMIT DRAWING (+)3.5896% (- )3 .3992% PI = 182+00.00 EL = 1,139.75’ VC = 920’ K = 132 V = 55 mph DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1127.2 = 200 = 500(+) = 50 = 38 = 1115.3 = 46 = 1115.6 = 36 -L- Sta. 180+78 LT (+)0.5% (-)3 .56% E L = 1 12 4 . 4 0 ’ - L- S TA . 18 5 + 5 0 LT LA TE R A L B A S E D ITC H B E G IN E L = 112 6 . 5 6 ’ - L- S TA . 1 8 1+ 5 0 RT S P E C IA L C U T ’ V ’ D ITC H W /H IN G E B E G IN E L = 1 12 6 . 8 1 ’ - L- S TA . 18 2 + 0 0 R T S P E C IA L C U T ’V ’ D ITC H W /H IN G E TIED TO 60" RCP EXISTING 4’ X 4’ BOX CULVERT (- )3 .3992% EL. 1095.56’ -L- STA. 195+00.00 END GRADE ELEV. 1111.70’ 8" SPIKE IN ROOT OF 10" SUMACK TREE 231.92’ LT. -L- STA. 193+25.61 BM # 9 EL = 1115 . 5 0 ’ - L- S TA . 1 8 8 + 0 0 LT LA TE RA L B A S E D IT C H EN D STA 195+00 AS DIRECTED BY THE ENGINEER INCIDENTAL MILLING FROM -L- STA. 192+75 TO 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 St 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 ) Si 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 Y1 2 8 + 7 3 t o 2 9 + 3 0 7 2 " R C P <0 . 0 1 37 2 L 5 9 + 5 5 t o 5 9 + 8 6 8' x 8 ' R C B C 0. 0 2 0 . 0 1 1 0 6 5 4 BA N K S T A B I L I Z A T I O N < 0 . 0 1 20 3 L 7 8 + 7 8 t o 7 8 + 9 5 48 " R C P < 0 . 0 1 < 0 . 0 1 8 0 3 0 BA N K S T A B I L I Z A T I O N < 0 . 0 1 10 4 L 9 6 + 1 3 t o 9 6 + 8 2 36 " R C P 0. 0 1 < 0 . 0 1 1 2 3 2 0 5( T ) L 1 2 2 + 4 8 t o 1 2 4 + 1 0 F i l l 0. 1 3 6 L 1 2 2 + 4 2 t o 1 2 4 + 5 4 F i l l 0. 1 7 7 L 1 2 6 + 8 9 t o 1 2 7 + 2 3 2 @ 3 0 " R C P 0. 0 1 < 0 . 0 1 1 2 0 3 5 Ri p R a p i n c h a n n e l < 0 . 0 1 38 BA N K S T A B I L I Z A T I O N < 0 . 0 1 10 8 L 1 2 9 + 6 0 15 " R C P 0. 0 1 < 0 . 0 1 7 0 2 0 BA N K S T A B I L I Z A T I O N 12 9A L 1 4 9 + 9 0 t o 1 5 0 + 1 8 3 0 " R C P - I I I <0 . 0 1 30 9B L 1 5 7 + 3 6 t o 1 5 7 + 6 3 1 5 " R C P <0 . 0 1 20 9C L 1 5 8 + 6 0 t o 1 5 8 + 7 1 1 5 " R C P <0 . 0 1 12 9D L 1 5 9 + 7 5 t o 1 6 0 + 1 0 2 4 " R C P <0 . 0 1 38 10 L 1 7 0 + 7 3 t o 1 7 2 + 4 1 4 8 " R C P 0. 0 1 0 . 0 1 1 2 3 6 8 11 L 1 7 9 + 7 9 t o 1 8 0 + 8 7 6 0 " P i p e < 0 . 0 1 0 . 0 1 4 7 5 9 12 Y1 A 2 5 + 2 5 t o 2 5 + 6 8 3 0 " P i p e < 0 . 0 1 < 0 . 0 1 1 8 2 7 < 0 . 0 1 18 13 L 1 1 7 + 5 8 < 0 . 0 1 35 Ba n k S t a b i l i z a t i o n Ba n k S t a b i l i z a t i o n Ca u sew a y <0 . 0 1 29 TO T A L S : 0. 2 9 0. 0 6 0 . 0 3 8 3 0 4 7 9 NO T E S : (T ) I n d i c a t e s T o t a l T a k e SH E E T 2 8 o f 2 8 WE 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 SU 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 DIVISION OF HIGHWAYS WILKES COUNTY WBS - 36001.1.2 (R-2603)9/30/2014 Sheet 1 of 3 R‐2603 NES Narrative for Utility Impacts There will be no impacts to environmentally sensitive areas from installation of any underground utilities (i.e. water, sewer lines)…as per design consultant, any underground utility crossing through wetlands or jurisdictional streams will be bored under these areas so that no ground surface will be disturbed inside these areas. There will be hand‐clearing for overhead power lines (15’ each side of power line) and permanent excavation for one power pole installation as shown on the Utilities Sheet UC‐1 (reference roadway sheet UC‐12). Te m p . 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 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 - L - 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 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 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 ) ( a c ) ( f t ) ( f t ) ( f t ) UC 1 S t a 1 2 1 + 7 0 R t o S t a 1 2 4 + 4 3 R ov e r h e a d p o w e r l i n e - h a n d c l e a r 15 ' e a c h s i d e o f p o w e r l i n e 0. 1 A C (4 3 0 0 S Q F T ) UC 1 S t a 1 2 3 + 7 4 R in s t a l l p o w e r p o l e < 0 . 0 1 (5 S Q F T ) <0 . 0 1 (1 0 S Q F T ) 0. 1 A C (4 3 0 0 S Q F T ) SH E E T 3 O F 3 AT N R e v i s e d 3 / 3 1 / 0 5 (08-04-2014) TO T A L 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 * t o t a l c a l c u l a t e d s u m m i n g s q u a r e f o o t a g e a t e a c h s i t e a n d t h e n r o u n d i n g t o t h e n e a r e s t o n e - h u n d r e d t h a c r e WILKES COUNTY WBS - 37044.1.1 (R-2603)DIVISION OF HIGHWAYS U T I L I T Y 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 SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S 255010050255010050 51020 10 D ======%ADTADT% * D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S REGIONAL TIER 000PROFILE (HORIZONTAL) 3 6 0 0 1 . 1 . 2 3 6 0 0 1 . 2 . 1 S T P - 0 2 6 8 ( 1 6 ) 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 . SH E E T 1 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 E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : 09/08/99 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-A For Index of Sheets17-M AR-2014 08:47R:\Roadw ay\Proj\R2603_Rdy_tsh.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:R-2603 DEPARTMENT O F T R A N S P OR T A T ION S T ATE O F N O R T H C AROLINA A P R I L 3 0 , 2 0 1 3 M A Y 1 9 , 2 0 1 5 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 ( 9 1 9 ) 2 9 7 - 0 2 2 0 C A R Y , N O R T H C A R O L I N A 2 7 5 1 1 5 9 8 E . C H A T H A M S T R E E T , S U I T E 1 3 7 M A E N G I N E E R I N G C O N S U L T A N T S , I N C . B U R K E E V A N S , P E S I G N A L S , S T R U C T U R E S , A N D S I G N I N G 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 , C U R B & G U T T E R , R - 2 6 0 3 L E N G T H R O A D W A Y P R O J E C T R - 2 6 0 3 = 3 . 4 7 4 m i . L E N G T H S T R U C T U R E P R O J E C T R - 2 6 0 3 = 0 . 0 2 8 m i . T O T A L L E N G T H O F T I P P R O J E C T R - 2 6 0 3 = 3 . 5 0 2 m i . L E N G T H O F P R O J E C T B A S E D O N - L - - L - P O C S T A 1 9 5 + 3 0 . 0 0 E N D T I P P R O J E C T R - 2 6 0 3 -L- POT STA 10+38.67 BEGIN TIP PROJECT R-2603CLEARING ON THIS PROJECT SHALL BE PERFORMED TO TH 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 I . A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BO U N D A R I E S O F N O R T H W I L K E S B O R O . 20,54026,400DHV10656T MULBERRY CREEK T O E L K I N T O I - 7 7 TO US 421 -L- - L - SECO N D ST.N C 18SECOND ST.NC 18 / 268 FINLEY AVE. LEG IO N DR.-Y7- SR 1979 F A I R P L A I N S R D - Y 8 - S R 1 9 7 1 AIRPO RT RD.-Y18- SR 1966 R IV E R L IB E R T Y G R O V E C H U R C H R D . -Y 1 8 - S R 2 3 3 3 RID G E TO P RD . -Y19 - BEAUMO NT PO PLAR ST. -Y17- SR 2086 V IS T A L A N E -Y 1 6 - S R 2 0 9 0 W O O D SI D E D R. - Y14- SK Y V IEW D R . -Y 1 3 - PEBBLE ST. -Y10- SR 1981 AARO N CALL RD. -Y11- SR 1983 FLINT HILL RD.-Y12- SR 2334 - L - S T A 1 1 6 + 6 0 . 0 0 B E G I N B R I D G E - L - S T A 1 1 8 + 0 9 . 0 0 E N D B R I D G E 18 SCHO O L BUS DR.-Y3-TEM PLE ST.-Y4-W HITE PINE ST.-Y5-SHAVER ST.-Y6- Q U E E N D R . - Y 1 5 - 456 7 8 9 1 0 1 1 1 2 1 3 1 4 1 6 1 7 19 2 0 (TOP) 15 N C 2 6 8 FLINT HILL RD.-Y2- SR 2334 NORTH WILKESBORO CITY LIMITS CITY LIMITSNORTH WILKESBORO C I T Y L I M I T S N O R T H W I L K E S B O R O C IT Y L IM IT S N O R T H WIL K E S B O R O C I T Y L I M I T S N O R T H W I L K E S B O R O C I T Y L I M I T S N O R T H W I L K E S B O R O C I T Y L I M I T S N O R T H W I L K E S B O R O 15 ( B O T ) West D StStatesville Rd Statesville RdWILKESBORO .58.61.56.06.38.22.03.57.34.01.24.37.31.78.13.05.09 .07.62.35.08.01.03.14.05.09.12.06.14 .13.07.27 .41.09.01.06.16.12.26.03.16.04.29 .85 .23.05.18 .35.04.03.17 .07.27.22 .08.85.06.43.50 .08.31 .29 .05.07.25.331.12.77 .17.07.07 .16.03.33 .26.19.821.06 .19 .41.56.43.53 .67 .81 .06.15.03.221.42 1.88 .02.22.09.08.01 .08 .04 .10 .10 .16 .14 .39 .08 .57 .36.27.31.26.78 .42 .02 .02 .21.08.02 .23.26.88 .81.22.662.99.22.58 .42 MulberryElkin Hwy2nd St Sparta RdElkin Hwy Elkin Hwy Elkin HwyC B D LoopRiver StRiver StStatesville Rd Statesville Rd Elkin Hwy Elkin Hwy Elkin HwyW Main St E Main St .31FairplainsCall Airport CountyWilkesMulberryCreekRIVERREDDIESYADKINRIVERYADKINRIVERCricketOakwoodsS9122348525367707383C87769770BEGIN PROJECT END PROJECT K . S . H U T C H E N S , P E W I L K E S C O U N T Y FUNC CLASS = *** E L K I N H W Y. *** MINOR ARTERIAL FROM BEGINNING OF PROJECT TO MULBE R R Y C R E E K MAJOR COLLECTOR FROM MULBERRY CREEK TO END OF P R O J E C T ** 40 MPH FROM BEGINNING OF PROJECT TO FAIRPLAINS R D . 50 MPH FROM FAIRPLAINS RD. TO END OF PROJECTV** P E S T P - 0 2 6 8 ( 1 5 ) R O A D W A Y D E S I G N U N I T P R O J E C T E N G I N E E R B R E N D A M O O R E , P E N C D O T C O N T A C T : SIDNEY AVE. -Y9- NC 2682015DESIGN DATA2035 ELKIN HWY.NC 268 -Y1- / -Y1A- O F N C 1 8 T O S R 1 9 6 6 ( A I R P O R T R O A D ) N C 2 6 8 F R O M M U L T I - L A N E S E A S T DUAL 4% - U P G R A D E D S I G N A L %* TTST 2% +115115161618268 18268 268 268 18421421421421BUS421BUS R / W , U T I L I T I E S W F G ADDY RD .SR 1980 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 : D I V I S I O N O F H I G H W A Y S 1 0 0 0 B i r c h R i d g e D r . , N C , 2 7 6 1 0 P r e p a r e d f o r : P r e p a r e d b y : 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 VICINITY MAP N A D 8 3/ 9 5 Rd.HardtackRd.HardrockDr. Ext.Foxtrough Jump Rd.Misty Way Dr.Grove Oakley RdN Lonnie Church RdCub Creek Falls RdOld Moravian Church RdBrown’s Temple CirSedgefield Brook LnCherry Dancy StJones Branch RdHaunted Mill RdE Edgewood Road 2376State LnReeves CircleChinquapin24182462 2328FairwoodDr Murdock Dr.Clifford Ln.Perry LaneClearwaterDriveDellaplane RdOld Nc Hwy 60N Lonnie Oakley Rd Robin Hill RdSpeedway Rd Clark RdFishing Creek RdSpeedway RdCicero Rd Zells RdSpeedway RdDan Call RdState Road 2441 Souther RdFishing Creek Rd Bear Hollow LnMount Sinai Rd Love RdFishing Creek Arbor Rd Moore Ridge Rd C C Wright School Rd Brinegar Rd Hunter RdFrog Ridge Rd Breeze Hill RdMimosa LnBeshears StGreen Circle Dr H Anderson Rd Camp Joe Harris Rd Broadway Tower Rd Bouchelle RdShiloh LnOld 60 Redding RdLincoln Heights RdOld US Hwy 421Oakwoods RdS Bridge StOakwoods Rd Curtis Bridge Rd New Brickyard Rd Curtis Bridge Rd Old Brickyard RdOld Highway 268Germantown Rd Yadkin St Laurelwood Dr Kerry Ln Congo RdZion Hill Church Rd Numa Church Rd Pads Rd ParsonsRoadCongo RdWinkler Mill Rd Union Methodist Church Rd Congo Rd Gate StBoone Trl Cricket Baptist Church Rd Spears RdSparrow LnCurtis Bridge Rd Friendship Cross St Boone TrlBoone Trl Summit AveWoodleafRoadDancy StMoravian Falls RdKnollwood Dr Old N C Hwy 18 SouthLineberry Rd Summerville Pl Westwood LnCountry Club Hills Dr Country Club Hills LnNora Oak Rd Brushy Mountain RdCountry Club Rd Fox Run Dr Jessie Reins Rd Oakwoods Ln Sleepy Ave West Rd W Edgewood Mill RdEdgewood Rd Dula RdNew RiverCenter RoadGreenhill Rd.S Park RdOld US Hwy 421 Brown Ridge RdArmory Rd Eastwood Dr Armory Rd Beech St River Liberty Grove Church Rd Flint Hill RdFlint Hill Rd Legion Dr Wf Gaddy RdFairplains RdDogwood Ln River Liberty Grove Church Rd W Hickory Hollar Rd Jarvis Acres RdLane’s Dr Liberty Dr Beaumont Poplar StAaron Call RdGryder St Pebble St Richardson RdFairplains RdEverette LnGrimes St Fairplains RdReynolds AveWatkins LnReynolds Ave Thomas St Mountain View RdGentry StOtis Brown DrHilltop Acres StHilltop Acres StFairplains School RdOliver Gant RdBermuda DrRidge StRoger St Gilreath Brook StRussell StSunset Ridgewood DrSunset DrDuncan St Osborne Sunset DrSumerset LnSunset Dr Sunset DrW Waugh StBrowns Waugh StN W Reservoir RdReddies-Osborne LnSunset Dr Suncrest Sunset Connector RdSycamore WayOak Crest Cir Welcome Home Church Rd Rolling Pine StRolling Faw St Suncrest Orchard RdAvery LnRessie McNeil LnLong StStaley LnProspect DrCricket Ivy LnN Cricket DrBenton LnS Cricket Dr Boone Trl Pegram LnBoone TrlWelcome Home Rd Oak Grove Church RdGaither RdBoone Trl PorterBeshears-Owens Ln Lankford-Pruitt Bros Rd Old Lankford RdWilliams RdSuncrest Orchard Rd Byrd Ridge Rd Dale Ridge StTindall DrTindall St Foster Rd Robin Lane RdByrd Ridge Rd Lynnbrook Dr Hillsdale DrMonticello DrLaurel Manor Ln Cartpath Rd Kyle St Wildwood DrWildwood Shady LnMulberry Pine StChickadee RdMulberry Pine St Mulberry Pine StNorthwood Hills RdBrown Berry Rd Owens St Baptist Home RdBaptist Home RdOak Grove Church Rd State Road 1549 Goddard Ln Windy Faw St Windy StWilkesboro Ave10th St.Autumn Place Ln Gordon RdLaurel Mountain Rd Mark Ln Caldwell Rd E Magnolia Rd Sandlewood CirVictoria CirE Magnolia Rd N Peachtree RdColony Dr Colony DrStonybrook Ct Edgewood RdCountry Club RdGreenfield Ln Fairview LnFoxtrough Dr Fishing Creek Arbor Rd Fishing Creek Rd Parks Ridge RdFishing Creek Rd Shew Ridge Mission RdOld 60 Lakeview Dr Old Nc Hwy 60Old Nc Hwy 60Walnut Grove Ln Pond View Dr Old Nc Hwy 60 Rock Quarry Rd Old Quarry Rd Rock Quarry Rd Riddle Rd Kemp RdVilla Heights Dr Woodhaven Rd Pumpkin Patch Rd Arbor Grove Church Rd Rock Creek Church Rd Dowell Ridge CirDowell Ridge Rd Dowell Ridge RdRock Creek Church RdRock Creek Church Rd Rock Creek RdStone Brewer RdAlexander DrElmore Rd Campbell Rd McCrary LnWalt Brewer Rd Bethany Ford RdTabernacle RdMountain View Rd Haymeadow Church Rd Holder St Mtn View VillageRhoades DrMountain View Rd Mulberry Creek RdJohn McGrady RdMcGrady Pine Ln Hunter Hills St Midlawn View StElledge Mill RdElso RdElledge Mill RdGwyn Hayes StJohn McGrady RdWilliam Harrold DrApple Tree LnBelle-Ridge St.Myers St.Belle Brook Ave.Whippoorwill Fankey Rd.FairmontDr.Robinhood RdForest RdDoncaster Dr Nottingham Dr Caudill Rd Canterbury LnMountain View RdCartpath RdLongbow RdRobinhood Rd Honeysuckle DrCharlie Brown RdCaudill Rd GraymilleSt.Vista Ln Airport Rd Morrisfield Ln Royal Rd Pennington Rd Airport Rd Wood Wallace Dr.Johnson RdEaston DrJohnson RdCloverleaf CirMartin RdKnotville Rd Rock Quarry Rd Rock Creek RdTwin Hill Rd Ruby StWatkins Ave Brinegar Hill Rd Crystal Dr.Walt Brewer RdAnderson St.Hunter Rd Speedway RdState Road 2439Poplar Grove Rd.Airport Rd N Johnson Rd Round Mtn TrlGilliam Rd Forest Oaks DrN Ridge Run StS Ridge Run Ln RichardsonLnChurch Rd Caudill RdBelle Ridge St.Baptist Home Rd RidgeRdWindy RidgeRdRdRidge Windy Rd ParkRuritan RdPark RuritanNelson LaneEdgewoodRoadGermantown Rd Little Berry Lane Tom ThumbGlove Rd Brushy Rd MountainSleepy Hollow Rd E Crysel Rd Winkler Mill RdMourn Rouge Rd Middle Brook DrMiddle Brook Dr Mulberry Mill RdMountain View RdBrookwood Acres DrSherwood Forest DrFairplains RdDamascus Church RdFishing Creek RdBirch St Holland St Robinson Rd River Liberty Grove Church RdRambling Woods Fairplains Church StDoughton StWelcome HomeRhyne Rd CricketClubhouse Rd Arbor Grove Church RdGreen Valley St W Crooked Bow RdButternut RdBreeze Hill Rd Winding Trails Dr Fleetwood LnAcorn Ave.PoplarCreek Dr.HiddenValley Apache Dr.CrestviewLn.Harmony Ln GardenTerraceSpainhourStreetAncientOaksDr.MountainDaleDr.Dr.Magnolia BriarCreekDriveEastridgeLn.Crestview Dr.MorrisonRd.Country Walk Dr.PineCreek Dr.BroookviewCir.Mile Run Rd.Beaver Dam Ln.2340 Camelia Ln.AirportAccessRd.1532233323182333 1550 1535 171817031705153619571966233415171517110324612418234023402355 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 Equali t 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 R - 2 6 0 3 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 12/05/11Buffer 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 2 ’ 2’VAR 2:1 to 4:1VAR 2:1 to 4:1 V A R 2:1 to 4:1 V A R 2:1 to 4:1 6 " GROUND ORIGINAL G R O U N D O R I G I N A L 5 ’ - 0 " 4 ’ - 0 " D1 C1 S E1 T TYP.6" 1 2 . 5 " 12.5"R1 D 1 E 1 R 1 C 1 G R A D E T O T H I S L I N E U UGRADE TO THIS LINE 0.02 0.02 0 . 0 2 0 . 0 2 TO 1 2 ’ - 0 " VAR . 1 1 ’ - 0 " T O 1 2 ’ - 0 " V A R . 1 1 ’ - 0 " P O I N T G R A D E V A R . 5 9 ’ - 0 " T O 7 9 ’ - 0 " V A R . 7 9 ’ - 0 " T O 9 9 ’ - 0 " CL V A R . 1 1 ’ - 0 " T O 2 3 ’ - 0 " T Y P I C A L S E C T I O N N O . 2 17-MAR-2014 08:47R:\Roadway\Proj\R2603_Rdy_typ.dgn$$$$USERNAM E$$$$ P A V E M E N T D E S I G N 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 . 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 . 2 R - 2 6 0 3 - L - , - Y 2 - ( N C 2 6 8 ) 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 UU 2.5" MIN3" MIN 2.5" MIN3" MIN C1C1D1D1D2D2C2E2E23.0" MIN OVERLAYPOINTGRADE VARIABLE (LT OR RT){ PROPOSED{ EXISTINGFOR -L-, -Y1-, -Y1A-, & -Y2-DETAIL SHOWING METHOD OF WEDGING DETAIL W1U U 2. 5 " M I N 3" M I N 2.5" MIN3" MIN 3 . 0 " M I N O V E R L A Y POINT GRADE VARIABLE (LT OR RT ) { PROPOSED { E X I S T I N G DETAIL SHOWING M E T H O D O F W E D G I N G - Y 1 8 - C3 C 4 D3E4D4 D 4 D 3 C 3 E 4 DET A I L W 2 U U C 2 P O I N T G R A D E V A R I A B L E ( L T O R R T ) { P R O P O S E D { E X I S T I N G 3 . 0 " M I N O V E R L A Y F O R - Y 7 - , - Y 8 - , - Y 1 0 - , - Y 1 1 - , - Y 1 2 - , - Y 1 6 - , - Y 1 7 - , - Y 1 9 D E T A I L S H O W I N G M E T H O D O F W E D G I N G 3" M I N 3 " M I N E 4 E 4 C 3 C 3 D E T A I L W 3 W 1 W 1 T O 1 4 ’ - 0 " * V A R . 1 1 ’ - 0 " TO 14’-0" *VAR. 0’-0"5’-0"4’-0"6"S** * * S I D E W A L K O N L E F T S I D E F R O M - L - S T A . 4 8 + 1 6 . 3 6 T O 5 7 + 0 0 . 0 0 * 1 4 ’ O U T S I D E L A N E S T O A C C O M M O D A T E B I C Y C L E S F R O M - Y 2 - S T A . 1 4 + 6 5 . 0 0 T O 1 7 + 1 4 . 5 8 F R O M - L - S T A . 2 5 + 0 0 . 0 0 T O 5 7 + 0 0 . 0 0 F R O M - L - S T A . 1 0 + 3 8 . 6 7 T O 1 4 + 6 5 . 0 0 U S E T Y P I C A L S E C T I O N N O . 2 : 1 4 ’ - 0 " w / G R 1 0 ’ - 0 " 14’-0" w/GR 10’-0" 2:1 M A X. T H I S L I N E G R A D E T O T Y P I C A L S E C T I O N N O . 1 2:1 M A X. U S E T Y P I C A L S E C T I O N N O . 1 V A R I E S V A R I E S 0 . 0 2 D R I V E W A Y S F O R D R I V E W A Y S 0 . 0 2 - - - C D E P T H P A V E M E N T TYPE EX. DRIVEWAY G R A V E L A S P H A L T D R I V E W A Y D E S I G N P R O P O S E D - - A C O N C R E T E A 6 " 6 " J 8 " T O B E P A V E D W I T H A S P H A L T . * * C J A O R I N L I K E M A T E R I A L A S D I R E C T E D B Y T H E E N G I N E E R . D R I V E W A Y P A V E M E N T T Y P E T O B E R E P L A C E D G R A V E L D R I V E W A Y S W I T H > 7 % G R A D E S A R E CL P O I N T G R A D E C 5 J J D4IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH . AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH TO BE PLA C E D PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0 B , E2IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH . AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH TO BE PLA C E D PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,C1AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,C2PLACED IN LAYERS NOT LESS THAN 1.5" OR GREATER THAN 2" IN DEPTH.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YARD PER 1" DEPTH, TO BE PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,C4PLACED IN LAYERS NOT LESS THAN 1.5" OR GREATER THAN 2" IN DEPTH.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YARD PER 1" DEPTH, TO BE PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,E1AT AN AVERAGE RATE OF 627 LBS. PER SQ. YARD.PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, R 1 2 ’ - 6 " C O N C R E T E C U R B & G U T T E R S 4 " C O N C R E T E S I D E W A L K T E A R T H M A T E R I A L U E X I S T I N G P A V E M E N T R 2 1 ’ - 6 " C O N C R E T E C U R B & G U T T E R D1AT AN AVERAGE RATE OF 456 LBS. PER SQ. YARD.PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C , D2IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH . AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH TO BE PLA C E D PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0 C , D3AT AN AVERAGE RATE OF 285 LBS. PER SQ. YARD.PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19 . 0 B , P A V E M E N T S C H E D U L E P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . R 4 5 " M O N O L I T H I C C O N C R E T E I S L A N D R 3 2 ’ - 9 " C O N C R E T E C U R B & G U T T E R W 1 W E D G I N G ( V A R I A B L E D E P T H A S P H A L T P A V E M E N T , S E E D E T A I L O N T H I S S H E E T ) W 2 W E D G I N G ( V A R I A B L E D E P T H A S P H A L T P A V E M E N T , S E E D E T A I L O N T H I S S H E E T ) W 3 W E D G I N G ( V A R I A B L E D E P T H A S P H A L T P A V E M E N T , S E E D E T A I L O N T H I S S H E E T ) E5IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH . AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH TO BE PLA C E D PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E4AT AN AVERAGE RATE OF 513 LBS. PER SQ. YARD.PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E3AT AN AVERAGE RATE OF 456 LBS. PER SQ. YARD.PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,C3AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,C5AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD.PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, J 6 " A G G R E G A T E B A S E C O U R S E A6" PORTLAND CEMENT CONCRETE PAVEMENT. 17-MAR-2014 08:47R:\Roadway\Proj\R2603_Rdy_typ.dgn$$$$USERNAM E$$$$ P A V E M E N T D E S I G N 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 . 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 . 2 - A R - 2 6 0 3 2 ’ 2’6"VAR 2:1 to 4:1VAR 2:1 to 4:1 V A R 2:1 to 4:1 V A R 2:1 to 4:1 6 " - L - GROUND ORIGINAL G R O U N D O R I G I N A L 5 ’ - 0 " 4 ’ - 0 " 5’-0"4’-0"SD1C1 S E1 T TYP.6" 1 2 . 5 " 12.5"R1 D 1 E 1 R 1 C 1 G R A D E T O T H I S L I N E UGRADE TO THIS LINE 0.02 0.02 0 . 0 2 0 . 0 2 P O I N T G R A D E CL 12’-0" 1 2 ’ - 0 " 2 3 ’ - 0 " 0 . 0 2 0 . 0 2 T Y P . 6 " T Y P . 9 " T Y P . 9 " 7 9 ’ - 0 " 9 9 ’ - 0 " - L - 1 2 . 5 " 1 2 . 5 " T D 1 C 1 G R A D E T O T H I S L I N E U 0.02 0 . 0 2 P O I N T G R A D E CL 12’-0"12’-0" 1 2 ’ - 0 " 1 2 ’ - 0 " 2 3 ’ - 0 " 0 . 0 2 0 . 0 2 T Y P . 6 " T Y P . 9 " T Y P . 9 " 8 7 ’ - 0 " T Y P I C A L S E C T I O N N O . 3 T Y P I C A L S E C T I O N N O . 4 11’-0" w/GR 8’-0"FDPS 4’-0"SLOPE VARIABLE FO R FILLSHINGE PO INTGROUNDORIGINAL6:1 30’-0" FO R CUTS HINGE PO INT F D P S 4 ’ - 0 " 1 1 ’ - 0 " w / G R 8 ’ - 0 " FO R CUTS HINGE PO INT 6 :1 4 : 1 6 : 1 4 : 1 1 2 ’ - 0 " 6 ’ - 0 " 1 0 ’ - 0 " S L O P E S V A R I A B L E T 2:1 2:1 C1D1E1GRADE TO THIS LINE T T T E 1 C 1 D 1 E 1 1 2 . 5 " - L - U 0.0 2 0 . 0 2 TO 1 2 ’ - 0 " VAR. 1 0 ’ - 6 " T O 1 2 ’ - 0 " V A R . 1 0 ’ - 8 " P O I N T G R A D E CL V A R . 0 ’ - 0 " T O 2 3 ’ - 0 " T Y P I C A L S E C T I O N N O . 5 T 11’-0" w/GR 8’-0"FDPS 4’-0"SLOPE VARIABLE FO R FILLSHINGE PO INT6:1 30’-0"2:1 FO R CUTS HINGE PO INT F D P S 4 ’ - 0 " 1 1 ’ - 0 " w / G R 8 ’ - 0 " FO R CUTS HINGE PO INT 6 :1 4: 1 6 : 1 4: 1 1 2 ’ - 0 " 6 ’ - 0 " 1 0 ’ - 0 " S L O P E S V A R I A B L E T 2:1 C 1 D 1 1 2 . 5 " E 1 C1D1E1 P O I N T G R A D E 0 . 0 2 0 . 0 2 T Y P . 6 " T Y P . 9 " T Y P . 9 " T T 2 3 ’ - 0 " T Y P I C A L S E C T I O N N O . 5 A - L - CL V A R 3 7 ’ - 2 " T O 6 3 ’ - 0 " 1 2 . 5 " R 2 R 2 R 2 R 2 E 1 R 3 R 2 E 1 F R O M - L - S T A . 1 8 5 + 9 5 . 4 6 T O 1 8 9 + 3 0 . 1 0 W I T H T Y P I C A L S E C T I O N 5 : U S E T Y P I C A L S E C T I O N N O . 5 A I N C O N J U N C T I O N T H E L I M I T I N G S L O P E I S M A I N T A I N E D . T H E D I S T A N C E B E C O M E S V A R I A B L E , A N D S L O P E S O U T S I D E T H E L I M I T S S H O W N , - W H E N T H E S E D I S T A N C E S I N D I C A T E F R O M - L - S T A . 1 9 2 + 5 0 . 0 0 T O 1 9 5 + 0 0 . 0 0 T O E N S U R E S M O O T H T I E - I N : M I L L T O P 1 . 5 " L A Y E R O F E X I S T I N G P A V E M E N T N O T E : F R O M - L - S T A . 1 8 5 + 9 5 . 4 6 T O 1 9 5 + 0 0 . 0 0 U S E T Y P I C A L S E C T I O N N O . 5 : GRADE TO TH I S L I N E G R A D E T O T H I S L I N E EOP USING PROPOSED SUPERELEVATION PROJECT GRADE POINT ELEVATION TO EOP USING PR O P O S E D S U P E R E L E V A T I O N PROJECT GR A D E P O I N T E L E V A T I O N T O EOP USING P R O P O S E D S U P E R E L E V A T I O N PROJECT G R A D E P O I N T E L E V A T I O N T O 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 W 1 W 1 W 1 S E E P L A N S F O R L O C A T I O N S . R I G H T S I D E O F T H E P R O P O S E D T Y P I C A L S E C T I O N , T H E T Y P I C A L S E C T I O N F R O M T H E L E F T T O N O T E : E X I S T I N G P A V E M E N T L O C A T I O N V A R I E S W I T H I N F R O M - L - S T A . 1 1 8 + 0 9 + / - ( E N D B R I D G E ) T O 1 2 8 + 7 5 . 0 0 F R O M - L - S T A . 1 1 3 + 0 0 . 0 0 T O 1 1 6 + 6 0 + / - ( B E G I N B R I D G E ) S E C T I O N I N L I E U O F W E D G I N G & W I D E N I N G : N E W P A V E M E N T O N B O T H S I D E S O F T H E T Y P I C A L U S E T Y P I C A L S E C T I O N N O . 4 W I T H F U L L W I D T H F R O M - L - S T A . 1 2 8 + 7 5 . 0 0 T O 1 8 5 + 9 5 . 4 6 F R O M - L - S T A . 1 0 5 + 9 9 . 3 3 T O 1 1 3 + 0 0 . 0 0 U S E T Y P I C A L S E C T I O N N O . 4 : 14’-0" * 1 4 ’ - 0 " * * 1 4 ’ O U T S I D E L A N E S T O A C C O M M O D A T E B I C Y C L E S S E E P L A N S F O R L O C A T I O N S . R I G H T S I D E O F T H E P R O P O S E D T Y P I C A L S E C T I O N , T H E T Y P I C A L S E C T I O N F R O M T H E L E F T T O N O T E : E X I S T I N G P A V E M E N T L O C A T I O N V A R I E S W I T H I N F R O M - L - S T A . 8 0 + 0 0 . 0 0 T O 8 6 + 2 5 . 0 0 S E C T I O N I N L I E U O F W E D G I N G & W I D E N I N G : N E W P A V E M E N T O N B O T H S I D E S O F T H E T Y P I C A L U S E T Y P I C A L S E C T I O N N O . 3 W I T H F U L L W I D T H F R O M - L - S T A . 8 6 + 2 5 . 0 0 T O 1 0 5 + 9 9 . 3 3 F R O M - L - S T A . 5 7 + 0 0 . 0 0 T O 8 0 + 0 0 . 0 0 U S E T Y P I C A L S E C T I O N N O . 3 : 14’-0" w/GR 10’-0" 1 4 ’ - 0 " w / G R 1 0 ’ - 0 " R 3 O R R 3 O R R 3 O R ( P R E L I M . P A V E M E N T D E S I G N ) S 4 " S I D E W A L K T E A R T H M A T E R I A L U E X I S T . P A V E M E N T U N L E S S N O T E D O T H E R W I S E P A V E M E N T E D G E S L O P E S 1 : 1 C 4 V A R . S 9 . 5 B D 1 4 " I 1 9 . 0 C D 2 V A R . I 1 9 . 0 C D 4 V A R . I 1 9 . 0 B D 3 2 . 5 " I 1 9 . 0 B E 2 V A R . B 2 5 . 0 C E 1 5 . 5 " B 2 5 . 0 C R 1 2 ’ - 6 " C & G R 4 I S L A N D 5 " M O N O . C O N C . P A V E M E N T S C H E D U L E R 2 1 ’ - 6 " C & G C 2 V A R . S 9 . 5 C E 3 4 " B 2 5 . 0 B R 3 2 ’ - 9 " C & G W 1 W E D G I N G W 2 W E D G I N G W 3 W E D G I N G E 4 4 . 5 " B 2 5 . 0 B E 5 V A R . B 2 5 . 0 B J 6 " A B C C 3 3 " S 9 . 5 B C 5 2 " S 9 . 5 B C 1 3 " S 9 . 5 C A 6 " C O N C R E T E 17-MAR-2014 08:47R:\Roadway\Proj\R2603_Rdy_typ.dgn$$$$USERNAM E$$$$ P A V E M E N T D E S I G N 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 . 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 . 2 - B R - 2 6 0 3 2 ’ 2’6"VAR 2:1 to 4:1VAR 2:1 to 4:1 V A R 2:1 to 4:1 VA R 2:1 to 4:1 6 " GROUND ORIGINAL G R O U N D O R I G I N A L 1 0 ’ - 0 " 10’-0" 5 ’ - 0 " 4 ’ - 0 " D1 C1 S E1 T TYP.6" 1 2 . 5 " 12.5"R1 D 1 E 1 R 1 C 1 G R A D E T O T H I S L I N E U GRADE TO THIS LINE 0.02 0 . 0 2 P O I N T G R A D E V A R . 4 8 ’ - 0 " T O 8 6 ’ - 8 " V A R . 6 8 ’ - 0 " T O 1 0 6 ’ - 8 " CL - Y 1 - T O 5 ’ - 6 " V A R . 0 ’ - 0 " 1 1 ’ - 0 " 1 1 ’ - 0 " POINT GRADE CL-Y1A-11’-0"11’-0" V A R . 0 ’ - 0 " T O 4 2 ’ - 2 " 0.04 0 . 0 4 V A R . U T Y P I C A L S E C T I O N N O . 6 P O I N T G R A D E CL - Y 1 - T O 5 ’ - 6 " V A R . 0 ’ - 0 " POINT GRADE CL-Y1A- V A R . T Y P . 6 " T Y P . 9 " T Y P . 9 " 0 . 0 2 0.02 TO 12’-0"VAR. 0’-0" V A R . 1 1 ’ - 0 " T O 3 1 ’ - 8 " VAR. 5 ’ - 6 " T O 4 2 ’ - 2 " T Y P I C A L S E C T I O N N O . 6 A 10’-0" 1 0 ’ - 0 " 0.04 F R O M - Y 1 A - S T A . 2 1 + 5 8 . 0 6 T O 3 2 + 5 3 . 1 1 F R O M - Y 1 - S T A . 1 5 + 6 1 . 5 4 T O 3 2 + 3 2 . 9 1 U S E T Y P I C A L S E C T I O N N O . 6 : F R O M - Y 1 A - S T A . 2 4 + 7 6 . 7 2 T O 2 9 + 9 3 . 9 7 F R O M - Y 1 - S T A . 2 4 + 7 2 . 8 7 T O 2 9 + 7 3 . 7 7 T Y P I C A L S E C T I O N N O . 6 : U S E T Y P I C A L S E C T I O N N O . 6 A I N C O N J U N C T I O N W I T H U R3 R 2 EOP USING PROPOSED S U P E R E L E V A T I O N PROJECT GRADE PO I N T E L E V A T I O N T O 2 ’ 2’6"VAR 2:1 to 4:1VAR 2:1 to 4:1 V A R 2:1 to 4:1 VA R 2:1 to 4:1 6 " GROUND ORIGINAL G R O U N D O R I G I N A L 1 0 ’ - 0 " 10’-0" 5 ’ - 0 " 4 ’ - 0 " S E1 T TYP.6" 1 2 . 5 " D 1 R 1 C 1 G R A D E T O T H I S L I N E U GRADE TO THIS LI N E 0.02 0 . 0 2 0 . 0 2 0 . 0 2 P O I N T G R A D E CL 1 2 ’ - 0 " 4 4 ’ - 0 " 6 4 ’ - 0 " 1 4 ’ - 0 " 1 4 ’ - 0 " - Y 2 - ( F L I N T H I L L R D . ) R15. 5 " E 1 F R O M - Y 2 - S T A . 1 7 + 9 3 . 6 2 T O 1 8 + 5 4 . 7 2 U S E T Y P I C A L S E C T I O N N O . 7 : T Y P I C A L S E C T I O N N O . 7 VAR. 2:1 TO 6:1 9’-0" w/GR 6’-0" 8 ’ - 0 " 2:1 M A X. 4 :1 9 ’ - 0 " w / G R 6 ’ - 0 " T T Y P I C A L S E C T I O N N O . 7 A F R O M - Y 2 - S T A . 1 8 + 5 4 . 7 2 T O 1 9 + 3 0 . 0 0 T Y P I C A L S E C T I O N N O . 7 : U S E T Y P I C A L S E C T I O N N O . 7 A I N C O N J U N C T I O N W I T H 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 W1 W 1 W1 W 1 ( P R E L I M . P A V E M E N T D E S I G N ) S 4 " S I D E W A L K T E A R T H M A T E R I A L U E X I S T . P A V E M E N T U N L E S S N O T E D O T H E R W I S E P A V E M E N T E D G E S L O P E S 1 : 1 C 4 V A R . S 9 . 5 B D 1 4 " I 1 9 . 0 C D 2 V A R . I 1 9 . 0 C D 4 V A R . I 1 9 . 0 B D 3 2 . 5 " I 1 9 . 0 B E 2 V A R . B 2 5 . 0 C E 1 5 . 5 " B 2 5 . 0 C R 1 2 ’ - 6 " C & G R 4 I S L A N D 5 " M O N O . C O N C . P A V E M E N T S C H E D U L E R 2 1 ’ - 6 " C & G C 2 V A R . S 9 . 5 C E 3 4 " B 2 5 . 0 B R 3 2 ’ - 9 " C & G W 1 W E D G I N G W 2 W E D G I N G W 3 W E D G I N G E 4 4 . 5 " B 2 5 . 0 B E 5 V A R . B 2 5 . 0 B J 6 " A B C C 3 3 " S 9 . 5 B C 5 2 " S 9 . 5 B C 1 3 " S 9 . 5 C A 6 " C O N C R E T E 17-MAR-2014 08:47R:\Roadway\Proj\R2603_Rdy_typ.dgn$$$$USERNAM E$$$$ P A V E M E N T D E S I G N 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 . 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 . 2 - C R - 2 6 0 3 U 0 . 0 2 0 . 0 2 P O I N T G R A D E CL T Y P I C A L S E C T I O N N O . 8 8 ’ - 0 " E 3 T 2:1 M A X. 4 :1 7 " w / G R 7 ’ - 0 " 2 ’ - 0 " w / G R 7 ’ - 0 " 2 ’ - 0 " E 3 T VAR. 2:1 TO 6: 1 T O 1 8 ’ - 0 " V A R . 9 ’ - 0 " U 0 . 0 2 0 . 0 2 P O I N T G R A D E CL T Y P I C A L S E C T I O N N O . 9 8 ’ - 0 " E 3 T 7 " 2:1 M A X. 4 :1 7 " E 3 T VAR. 2:1 TO 6:1 - Y 8 - , - Y 1 1 - , - Y 1 2 - , - Y 1 7 - 9 ’ - 0 " w / G R 6 ’ - 0 " 9 ’ - 0 " w / G R 6 ’ - 0 " C 3 C 3 C 3 C 3 G R A D E T O T H I S L I N E G R A D E T O T H I S L I N E G R A D E T O T H I S L I N E G R A D E T O T H I S L I N E TYPICAL LANE WIDTHS-Y- LINE-Y7--Y9--Y10--Y13--Y14--Y15--Y16--Y19-LANE WIDTH10’VAR.VAR.10’9’9’9’TYPICAL LANE WIDTHS-Y- LINE-Y8--Y12--Y17-LANE WIDTH11’10’11’-Y11-10’10’ & 15’ 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 W 3 W 3 T O 1 8 ’ - 0 " V A R . 9 ’ - 0 " 7 " V A R . 1 4 ’ - 2 " T O 1 8 ’ - 1 0 " T O 1 1 ’ - 0 " V A R . 1 0 ’ - 0 " T O 1 1 ’ - 0 " V A R . 1 0 ’ - 0 " V A R . 1 7 ’ - 1 1 " T O 2 0 ’ - 2 " -Y20-VAR.-Y4--Y3-VAR.VAR. 2 ’ 6 " VAR 2:1 to 4:1VAR 2:1 to 4:1GROUNDORIGINALT T Y P . 6 " G R A D E T O T H I S L I N E 0 . 0 2 R 1 T Y P I C A L S E C T I O N N O . 8 A -Y5--Y6-VAR.VAR. F R O M - Y 6 - S T A . 1 0 + 5 0 . 0 0 T O 1 1 + 7 2 . 2 0 F R O M - Y 5 - S T A . 1 0 + 0 0 . 0 0 T O 1 0 + 7 2 . 4 6 W I T H T Y P I C A L S E C T I O N 8 : U S E T Y P I C A L S E C T I O N N O . 8 A I N C O N J U N C T I O N 10’- 0 " * * V A R I E S 2 ’ - 0 " T O 1 0 ’ - 0 " F O R - Y 6 - 0 . 0 2 0 . 0 2 P O I N T G R A D E CL 2 ’ - 0 " E 3 T 7 " 2:1 M A X. 4 :1 7 " E 3 T VAR. 2:1 TO 6: 1 C 3 C 3 G R A D E T O T H I S L I N E G R A D E T O T H I S L I N E - Y 9 D E T - , - Y 1 6 D E T - T Y P I C A L S E C T I O N N O . 1 0 9 ’ - 0 " 9 ’ - 0 " 2 ’ - 0 " 2 ’ - 0 " F R O M - Y 1 6 D E T - S T A . 1 2 + 3 2 . 5 6 T O 1 7 + 4 2 . 3 0 F R O M - Y 9 D E T - S T A . 1 0 + 1 0 . 3 9 T O 1 4 + 0 0 . 0 0 U S E T Y P I C A L S E C T I O N N O . 1 0 : - Y 3 - , - Y 4 - , - Y 5 - , - Y 6 - , - Y 7 - , - Y 9 - , - Y 1 0 - , - Y 1 3 - , - Y 1 4 - , - Y 1 5 - , - Y 1 6 - , - Y 1 9 - F R O M - Y 1 9 - S T A . 1 0 + 1 5 . 3 0 T O 1 2 + 5 0 . 0 0 F R O M - Y 1 6 - S T A . 1 1 + 0 5 . 0 0 T O 1 4 + 0 1 . 7 5 F R O M - Y 1 5 - S T A . 1 0 + 1 0 . 0 0 T O 1 1 + 6 1 . 6 1 F R O M - Y 1 4 - S T A . 1 0 + 5 9 . 6 4 T O 1 0 + 9 2 . 8 6 F R O M - Y 1 3 - S T A . 1 0 + 7 2 . 5 1 T O 1 1 + 1 5 . 2 2 F R O M - Y 9 - S T A . 1 0 + 7 6 . 9 9 T O 1 3 + 2 5 . 0 0 F R O M - Y 7 - S T A . 1 2 + 0 0 . 1 4 T O 1 3 + 6 4 . 3 5 F R O M - Y 6 - S T A . 1 0 + 5 0 . 0 0 T O 1 1 + 7 2 . 2 0 F R O M - Y 4 - S T A . 1 0 + 0 0 . 0 0 T O 1 0 + 7 2 . 5 0 N E W P A V E M E N T I N L I E U O F W E D G I N G & W I D E N I N G : U S E T Y P I C A L S E C T I O N N O . 8 W I T H F U L L W I D T H F R O M - Y 1 9 - S T A . 1 2 + 5 0 . 0 0 T O 1 3 + 0 0 . 0 0 F R O M - Y 1 9 - S T A . 1 2 + 5 0 . 0 0 T O 1 3 + 0 0 . 0 0 F R O M - Y 1 6 - S T A . 1 0 + 6 5 . 0 0 T O 1 1 + 0 5 . 0 0 F R O M - Y 1 0 - S T A . 1 1 + 5 6 . 4 9 T O 1 2 + 2 4 . 4 1 F R O M - Y 7 - S T A . 1 1 + 0 0 . 0 0 T O 1 2 + 0 0 . 1 4 F R O M - Y 5 - S T A . 1 0 + 0 0 . 0 0 T O 1 0 + 7 2 . 4 6 F R O M - Y 3 - S T A . 1 0 + 0 6 . 0 0 T O 1 0 + 7 2 . 4 8 U S E T Y P I C A L S E C T I O N N O . 8 : ( P R E L I M . P A V E M E N T D E S I G N ) F R O M - Y 1 7 - S T A . 1 4 + 1 5 . 0 0 T O 1 7 + 8 9 . 7 3 F R O M - Y 1 2 - S T A . 1 1 + 1 8 . 1 9 T O 1 5 + 5 0 . 0 0 N E W P A V E M E N T I N L I E U O F W E D G I N G & W I D E N I N G : U S E T Y P I C A L S E C T I O N N O . 9 W I T H F U L L W I D T H F R O M - Y 1 7 - S T A . 1 1 + 1 5 . 0 0 T O 1 4 + 1 5 . 0 0 F R O M - Y 1 2 - S T A . 1 5 + 5 0 . 0 0 T O 1 6 + 2 5 . 0 2 F R O M - Y 1 1 - S T A . 1 2 + 4 8 . 3 5 T O 1 3 + 5 9 . 1 9 F R O M - Y 8 - S T A . 1 3 + 0 0 . 0 0 T O 1 4 + 3 6 . 8 9 U S E T Y P I C A L S E C T I O N N O . 9 : S 4 " S I D E W A L K T E A R T H M A T E R I A L U E X I S T . P A V E M E N T U N L E S S N O T E D O T H E R W I S E P A V E M E N T E D G E S L O P E S 1 : 1 C 4 V A R . S 9 . 5 B D 1 4 " I 1 9 . 0 C D 2 V A R . I 1 9 . 0 C D 4 V A R . I 1 9 . 0 B D 3 2 . 5 " I 1 9 . 0 B E 2 V A R . B 2 5 . 0 C E 1 5 . 5 " B 2 5 . 0 C R 1 2 ’ - 6 " C & G R 4 I S L A N D 5 " M O N O . C O N C . P A V E M E N T S C H E D U L E R 2 1 ’ - 6 " C & G C 2 V A R . S 9 . 5 C E 3 4 " B 2 5 . 0 B R 3 2 ’ - 9 " C & G W 1 W E D G I N G W 2 W E D G I N G W 3 W E D G I N G E 4 4 . 5 " B 2 5 . 0 B E 5 V A R . B 2 5 . 0 B J 6 " A B C C 3 3 " S 9 . 5 B C 5 2 " S 9 . 5 B C 1 3 " S 9 . 5 C A 6 " C O N C R E T E U 0.02 0 . 0 2 TO 12’-0"VAR. 10’-11" T O 1 2 ’ - 0 " V A R . 1 1 ’ - 3 " P O I N T G R A D E CL VAR . 0 ’ - 0 " T O 1 7 ’ - 6 " T Y P I C A L S E C T I O N N O . 1 1 11’-0" w/GR 8’-0"SLOPE VARIABLE FO R FILLSHINGE PO INT6:1 30’-0"2:1 FO R CUTS HINGE PO INT F D P S 4 ’ - 0 " 1 1 ’ - 0 " w / G R 8 ’ - 0 " FO R CUTS HINGE PO INT 6 :1 4: 1 6 : 1 4: 1 1 2 ’ - 0 " 6 ’ - 0 " 1 0 ’ - 0 " S L O P E S V A R I A B L E 2:1 E 3 E3POINTGRADE0.02 0 . 0 2 T Y P . 6 " T Y P . 9 " T Y P . 9 " 1 7 ’ - 6 " CL ER2 R 2 F R O M - Y 1 8 - S T A . 2 3 + 1 6 . 2 5 T O 2 7 + 3 1 . 6 7 W I T H T Y P I C A L S E C T I O N 1 1 : U S E T Y P I C A L S E C T I O N N O . 1 1 A I N C O N J U N C T I O N - Y 1 8 - ( A I R P O R T R D . ) C3 C 3 D3 D 3 9.5" 9 . 5 " T T T H E L I M I T I N G S L O P E I S M A I N T A I N E D . T H E D I S T A N C E B E C O M E S V A R I A B L E , A N D S L O P E S O U T S I D E T H E L I M I T S S H O W N , - W H E N T H E S E D I S T A N C E S I N D I C A T E T O 1 2 ’ - 0 " V A R . 0 ’ - 0 " V A R 1 9 ’ - 3 " T O 4 0 ’ - 9 " VAR 18’-11" TO 28’-9"T D 3 C 3 TO 1 7 ’ - 6 " VAR. 7 ’ - 6 " T O 1 0 ’ - 0 " V A R . 0 ’ - 0 " U E 3 W 2 0 . 0 2 - Y 1 8 - ( A I R P O R T R D . ) GRADE TO THIS LINE G R A D E T O T H I S L I N E R 3 4 ’ - 0 " 9 " U 0 . 0 2 0.02 T O 1 2 ’ - 0 " V A R . 1 1 ’ - 1 " POINT GRADE CL V A R . 0 ’ - 0 " T O 1 7 ’ - 6 " 1 1 ’ - 0 " w / G R 8 ’ - 0 " 11’-0" w/GR 8’-0" E 4 C 3 D 3 9 . 5 " 9.5"T T VAR 20’-0" TO 23’-3" R 4 4 ’ - 0 " 9 " - Y 1 8 - ( R I V E R L I B E R T Y G R O V E C H U R C H R D . ) FDPS 4’-0"VAR. 2:1 TO 6:1 12’-0" 2:1 M A X. 4 :1 V A R 2 0 ’ - 0 " T O 3 4 ’ - 3 " G R A D E T O T H I S L I N E D3 C3 EOP USING PROPOSED SUPERELEVATION PROJECT GRADE POINT ELEVATION TO17-MAR-2014 08:47R:\Roadway\Proj\R2603_Rdy_typ.dgn$$$$USERNAM E$$$$ P A V E M E N T D E S I G N 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 . 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 . 2 - D R - 2 6 0 3 GRADE TO THIS LINE F R O M - Y 1 8 - S T A . 4 0 + 7 5 . 0 0 T O 4 2 + 4 0 . 0 0 E N S U R E S M O O T H T I E - I N : M I L L T O P 1 . 5 " L A Y E R O F E X I S T I N G P A V E M E N T T O N O T E : F R O M - Y 1 8 - S T A . 3 1 + 1 7 . 2 5 T O 3 7 + 1 2 . 8 6 N E W P A V E M E N T I N L I E U O F W E D G I N G & W I D E N I N G : U S E T Y P I C A L S E C T I O N N O . 1 2 W I T H F U L L W I D T H F R O M - Y 1 8 - S T A . 3 7 + 1 2 . 8 6 T O 4 2 + 4 0 . 0 0 U S E T Y P I C A L S E C T I O N N O . 1 2 : 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 W2 T Y P I C A L S E C T I O N N O . 1 1 A F R O M - Y 1 8 - S T A . 1 7 + 5 0 . 0 0 T O 1 7 + 6 5 . 0 0 E N S U R E S M O O T H T I E - I N : M I L L T O P 1 . 5 " L A Y E R O F E X I S T I N G P A V E M E N T T O N O T E : F R O M - Y 1 8 - S T A . 1 7 + 5 0 . 0 0 T O 3 0 + 2 1 . 3 7 U S E T Y P I C A L S E C T I O N N O . 1 1 : T Y P I C A L S E C T I O N N O . 1 2 E4 T O 1 4 ’ - 3 " V A R . 0 ’ - 0 " TO 3’-3"VAR. 0’-0"W2 ( P R E L I M . P A V E M E N T D E S I G N ) S 4 " S I D E W A L K T E A R T H M A T E R I A L U E X I S T . P A V E M E N T U N L E S S N O T E D O T H E R W I S E P A V E M E N T E D G E S L O P E S 1 : 1 C 4 V A R . S 9 . 5 B D 1 4 " I 1 9 . 0 C D 2 V A R . I 1 9 . 0 C D 4 V A R . I 1 9 . 0 B D 3 2 . 5 " I 1 9 . 0 B E 2 V A R . B 2 5 . 0 C E 1 5 . 5 " B 2 5 . 0 C R 1 2 ’ - 6 " C & G R 4 I S L A N D 5 " M O N O . C O N C . P A V E M E N T S C H E D U L E R 2 1 ’ - 6 " C & G C 2 V A R . S 9 . 5 C E 3 4 " B 2 5 . 0 B R 3 2 ’ - 9 " C & G W 1 W E D G I N G W 2 W E D G I N G W 3 W E D G I N G E 4 4 . 5 " B 2 5 . 0 B E 5 V A R . B 2 5 . 0 B J 6 " A B C C 3 3 " S 9 . 5 B C 5 2 " S 9 . 5 B C 1 3 " S 9 . 5 C A 6 " C O N C R E T E REVISIO NS 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 . 17-MAR-2014 08:47R:\Roadway\Proj\R-2603_Rdy_psh_2E.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 R - 2 6 0 3 1 0 1 1 1 2 1 3 1 4 R I G H T D I T C H G R A D E L E F T D I T C H G R A D E P R O P O S E D G R A D E E X I S T I N G G R O U N D - Y 9 D E T - -Y9DET - DETOUR SIDNEY AV E . 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 9 9 0 9 8 0 9 7 0 9 6 0 1 , 0 0 0 1 , 0 1 0 9 9 0 9 8 0 9 7 0 9 6 0 1 , 0 8 0 1 , 0 7 0 1 , 0 6 0 1 , 0 5 0 1 , 0 4 0 1 , 0 3 0 1 , 0 2 0 1 , 1 2 0 1 , 1 1 0 1 , 1 0 0 1 , 0 9 0 2 E - Y 9 D E T - P C S t a . 1 2 + 2 6 . 6 3 -Y9DET- POT Sta. 14+27.95 -Y9DET- PT Sta. 12+99.09 P I S t a 1 2 + 7 0 . 8 9 DL = 7 2 . 4 6 ’ T = 4 4 . 2 6 ’ R = 5 0 . 0 0 ’ V < 1 5 m p h S E = 0 . 0 3 - Y 9 D E T - -Y9DET- POT Sta. 10+00.00-Y9DET--Y9DET- POT 14+00.00 END CONSTRUCTION (TYP.) 18’+ 4 3 0 0 0 1 0 2 0 1 0 2 0 4 0 3 0 20 1 0 00 1 0070060 1(TYP.)18’+29.09 7.6’7.3’TAPER50’+95 0 4 0 3 0 2 0 1 0 0 0 1 0 2 (TYP.) 18’+ 7 8 . 6 3 1 8 ’ -L-25’R 2 5 ’ R -L- POT Sta. 86+95.00 -Y9DET- POT Sta. 10+23.50= - Y 9 D E T - P O T 1 0 + 1 0 . 3 9 B E G I N C O N S T R U C T I O N 8 5 ’ 7 0 ’ + 4 0 8 5 ’ 7 0 ’ + 0 0 1 0 0 ’ + 3 5 7 8 ’ 7 5 ’ 7 0 ’ + 2 0 7 8 ’ 7 5 ’ 7 0 ’ +7 5 75’+8570’+6094’+50 107’96’70’+9770’+3581’70’+7388’+50110’+00105’+00 87’+5585’+00 95’+50 85’+7885’+60 1 0 0 ’ 8 5 ’ 7 0 ’ + 9 6 8 5 ’ + 6 5 9.34’+34 -Y9-25’+80 -Y9DET- 3 5 ’ + 4 6 . 1 9 - Y 9 D E T - 3 2 ’ + 6 2 - Y 9 D E T - 3 2 ’ + 8 5 - Y 9 D E T - 22’+00 -Y9DET-25’+00 -Y9DET-15.17’+20 -Y9DET- 1 1 1 ’ + 2 5 1 0 0 ’ + 1 7 70’ RT +854.48’+20 -Y9DET- 8 5 ’ + 2 5 8 5 ’ 7 5 ’ 7 0 ’ + 3 5 ( - ) 3 . 4 8 4 4 % ( - ) 3 . 8 0 0 0 % (+)14.0000 % ( - ) 0 .5 0 0 0 % E L . 1 0 8 1 . 3 6 ’ - Y 9 D E T - S T A . 1 4 + 0 0 . 0 0 E N D G R A D E E L E V . 1 0 5 0 . 3 1 ’ - Y 9 D E T - S T A . 1 0 + 1 0 . 3 9 B E G I N G R A D E E L . 1 0 5 0 . 6 7 ’ - Y 9 D E T - S T A . 1 0 + 0 0 . 0 0 P I = 1 3 + 0 5 . 0 0 E L = 1 , 0 8 1 . 8 3 ’ V C = 1 9 0 ’ K = 1 3 V = 2 5 m p h P I = 1 0 + 6 5 . 0 0 E L = 1 , 0 4 8 . 2 3 ’ V C = 1 0 0 ’ K = 6 V = S T O P C O N D I T I O N F F F F C CF C FFC F CCF NAD 83/ 95 REVISIO NS 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 . 17-MAR-2014 08:47R:\Roadway\Proj\R-2603_Rdy_psh_2F.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 R - 2 6 0 3 1 2 1 3 1 4 1 5 1 6 R I G H T D I T C H G R A D E L E F T D I T C H G R A D E P R O P O S E D G R A D E E X I S T I N G G R O U N D - Y 1 6 D E T - 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 9 9 0 9 8 0 9 7 0 9 6 0 1 , 0 0 0 1 , 0 1 0 9 9 0 9 8 0 9 7 0 9 6 0 1 , 0 8 0 1 , 0 7 0 1 , 0 6 0 1 , 0 5 0 1 , 0 4 0 1 , 0 3 0 1 , 0 2 0 1 , 1 2 0 1 , 1 1 0 1 , 1 0 0 1 , 0 9 0 2 F -Y16DE T - DETOUR SR 2090 1 7 15-Y16DET- PC Sta. 14+38.41 -Y16DET- PT Sta. 1 7 + 4 3 . 9 7 -Y16DET- POT Sta. 17+53.72=-Y16DET- PT Sta. 11+77.31-L- POT Sta. 145+90.00 (30.10 ’ R T ) -Y16- POT Sta. 9+17.45 -Y16DET- PC Sta. 11+17.45=020 2 0 2 P I S t a 1 1 + 4 7 . 4 2 DL = 5 9 . 8 6 ’ T = 2 9 . 9 6 ’ R = 5 1 0 . 0 0 ’ P I S t a 1 5 + 9 5 . 9 4 DL = 3 0 5 . 5 6 ’ T = 1 5 7 . 5 2 ’ R = 5 1 0 . 0 0 ’ V < 1 5 m p h V < 1 5 m p h S E = 0 . 0 2 S E = 0 . 0 2 - Y 1 6 D E T - -Y16DET-1 8’ - Y 1 6 D E T - P O C 1 1 + 3 8 . 3 0 B E G I N C O N S T R U C T I O N - L - -L- P O T 1 4 5 + 9 0 . 4 1 -Y16DET- POC S t a . 1 7 + 2 3 . 6 1 = 25’R25’R -Y16DET- POT 17+ 4 2 . 3 0 END CONSTRUCTIO N -Y16- PO T Sta. 8+ 00.00= -Y 16D E T - P O T Sta. 10+ 00.00 85’+5075’+7075’+7085’+5075’+7585’+00100’75’+00100’75’+30 9 0 ’ 7 5 ’ + 9 0 9 0 ’ 7 5 ’ + 2 0 8 5 ’ 7 2 . 3 3 ’ + 3 5 29.49’+34 -Y16- 7 5 ’ R T + 2 5 145’ LT +35 28.62’ RT +55 -Y16-25’ LT +64.66 -Y15-35’ RT +62.76 -Y15-50’+07.55 -Y16-115’ LT +35 31.61’ LT +81.82 -Y16-30.72’+55 -Y16-42’+75 -Y16-55’+50 -Y16-90’ RT +40 -Y16-45’28.98’+05 -Y16-43.38’+55.93 -Y15- (- )2 .10 0 0 % P I = 1 4 + 3 5 . 0 0 E L = 1 , 0 7 3 . 5 3 ’ V C = 2 5 0 ’ K = 1 6 P I = 1 6 + 5 0 . 0 0 E L = 1 , 0 3 6 . 3 9 ’ (-)17.2731% ( + ) 0 . 5 0 0 0 % V C = 1 8 0 ’ K = 1 0 ( + ) 5 . 1 0 2 2 % E L . 1 0 3 6 . 8 5 ’ - Y 1 6 D E T - S T A . 1 7 + 4 2 . 3 0 E N D G R A D E E L . 1 0 3 7 . 3 9 ’ - Y 1 6 D E T - S T A . 1 7 + 5 2 . 8 5 V = 1 5 m p h V = 2 5 m p h E L E V . 1 0 7 7 . 7 8 ’ - Y 1 6 D E T - S T A . 1 2 + 3 2 . 5 6 B E G I N G R A D E ( + ) 2 . 7 9 % E L = 1 0 4 2 . 9 9 ’ - Y 1 6 D E T - S T A . 1 6 + 1 6 . 1 7 R T B E G I N S P E C I A L C U T V D I T C H ( - ) 1 5 . 7 6 % E L = 1 0 4 3 . 6 4 ’ - Y 1 6 D E T - S T A . 1 6 + 1 3 . 9 3 L T S P E C I A L C U T V D I T C H B E G I N E L = 1 0 3 6 . 2 5 ’ - Y 1 6 D E T - S T A . 1 6 + 6 9 . 8 5 L T S P E C I A L C U T V D I T C H E N D EL = 1036.52’ -Y16DET- STA. 17+23.02 LT SPECIAL CUT BASE DITCH BEG IN ( + ) 0 . 5 1 % ( - ) 1 3 . 2 2 % E L = 1 0 3 5 . 9 0 ’ - Y 1 6 D E T - S T A . 1 6 + 6 1 . 1 7 R T S P E C I A L C U T V D I T C H E N D EL = 1036.97’ -Y16DET- STA. 16+99.46 RT SPECIAL CUT V DITCH BEG IN FCFCC FCCC N A D 8 3/ 9 5 REVISIO NS 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 . 17-MAR-2014 08:48R:\Roadway\Proj\R-2603_Rdy_psh_2G.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 R - 2 6 0 3 -Y2- POT Sta. 1 9 + 8 8 . 8 2 E X A C T L O C A T I O N S . R E F E R T O T H E P A V E M E N T M A R K I N G P L A N S F O R L O C A T I O N S O F C R S Y M B O L S A R E A P P R O X M A T E . N O T E : FLINT HILL RD. (-Y2-) INTERSECT I O N D E T A I L NC 268 (-Y1-/-Y1A-) ELKIN R D . / SEE SHEET 4 FOR PLAN VIE W S C H O O L B U S D R . ( - Y 3 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 5 F O R P L A N V I E W - L - P O T S t a . 2 7 + 6 6 . 2 7 - Y 4 - P O T S t a . 1 1 + 0 0 . 0 0 = T E M P L E S T . ( - Y 4 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 5 F O R P L A N V I E W -L- POT Sta. 22+35.35= -Y1- PT Sta. 29+68.27 INTERSECTION D E T A I L S 2 G - L - P O T S t a . 2 7 + 6 6 . 2 7 - Y 4 - P O T S t a . 1 1 + 0 0 . 0 0 = 20 25 25 -Y2- POC Sta. 17+37.19-Y1A- PC Sta. 2 3 + 8 8 . 8 4 -Y1A- POC Sta. 24+48.58=-Y2- POC Sta. 17+71.19-Y1- POC Sta. 24+52.75=-Y1- POC Sta. 21+58.06 -Y1A- PT Sta. 21+58.06=-L- POT Sta. 15+02.33 - Y 2 - P O T S t a . 1 9 + 8 8 . 8 2 15-L- POT Sta. 14+65.00-Y2- POT Sta. 14+65.00 - L - N C 2 6 8 -L- NC 268 - L - -Y2- -Y1--Y1A- C R CR -Y2- PC Sta. 15+02.33=CRCR CR CRCRCR CRCRCR-Y2- P T Sta. 1 8 + 1 6.3 9 S E E S H E E T 2 G F O R - Y 1 - / - Y 2 - I N T E R S E C T I O N D E T A I L S E E S H E E T 3 0 F O R - Y 1 A - & - Y 2 - P R O F I L E S S E E S H E E T 2 9 F O R - Y 1 - P R O F I L E S E E S H E E T 2 2 F O R - L - P R O F I L E 5’R10’R50’R50’R 5 0 ’ R 4.75’R7.5’R F-F 2’R 1 0 0 ’ R 71.25’R 2’-6" C & G 5’ CONC. SIDEWALKEND 2’-6" C&G &-Y2- STA. 18+54.72 5 ’ C ON C . S ID E WA LK E N D 2 ’- 6 " C & G & - Y2 - S T A. 18 + 5 4 .7 2 END 5’ CONC. SIDEWALK-Y2- STA. 16+70.91(TYP.)20’ +35 2’RF-F20’13.75’F-F24.75’F-F 9.5’F-F48.75’R 37’+54.32 4.17’RPRO. MONO. CONC. ISLAND.CONC. ISLAND.PRO. MONO. B E GIN 8 "x 18 " C U R B - Y1- S T A. 2 5 + 5 1.10 20’ 20’ +80 18.4’ 18.3’ +30 C-F 24’+41.12 L -L- - Y 3 - P O T S t a . 1 0 + 0 0 . 0 0 -L- POT Sta. 22+35.35= -Y1- PT Sta. 29+68.27 - Y 1 A - - Y 1 A - - Y 1 - - Y 3 - 2 5 ’ R 2 5 ’ R 1 7 . 9 ’ 1 6 . 5 ’ C - F 2 0 ’ C - F 2 0 ’ L L TAPER 38.25’ TAPER 37.16’ E N D 2 ’ - 6 " C U R B - Y 3 - S T A . 1 0 + 4 4 . 2 9 E N D 2 ’ - 6 " C U R B - Y 3 - S T A . 1 0 + 4 7 . 1 6 - L - - Y 4 - P O T S t a . 1 0 + 0 0 . 0 0 -Y1A POT Sta. 32+53.11 (5.50’ LT) - Y 4 - 3 4 ’ F - F 2 5 ’ R 2 5 ’ R 1 6 . 6 ’ 1 5 . 2 ’ TAPER 43.80’ E N D 2 ’ - 6 " C U R B - Y 4 - S T A . 1 0 + 4 3 . 8 0 B E G I N 2 ’ - 6 " C U R B - Y 4 - S T A . 1 0 + 4 3 . 8 1 - L - N A D 8 3 / 9 5 N A D 8 3 / 9 5 N A D 8 3 / 9 5 REVISIO NS 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 . 17-MAR-2014 08:48R:\Roadway\Proj\R-2603_Rdy_psh_2H.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 R - 2 6 0 3 E X A C T L O C A T I O N S . R E F E R T O T H E P A V E M E N T M A R K I N G P L A N S F O R L O C A T I O N S O F C R S Y M B O L S A R E A P P R O X M A T E . N O T E : I N T E R S E C T I O N D E T A I L S 2 H WHITE PINE ST. (-Y5-) INTE R S E C T I O N D E T A I L NC 268 (-L-) EL K I N R D . / SEE SHEET 6 FOR P L A N V I E W LEGION DR. (-Y7-) INTER S E C T I O N D E T A I L NC 268 (-L-) EL K I N R D . / SEE SHEET 7 FOR P L A N V I E W - L - P O T S t a . 3 7 + 3 7 . 1 8 - Y 5 - P O T S t a . 1 1 + 0 0 . 0 0 = S H A V E R S T . ( - Y 6 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 6 F O R P L A N V I E W - Y 6 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 4 7 + 9 6 . 0 7 - Y 6 - P O T S t a . 1 2 + 0 0 . 0 0 = F A I R P L A I N S R D . ( - Y 8 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 7 F O R P L A N V I E W EXACT LOCATIONS.REFER TO THE PAVEMENT MARKING PLANS FOR LOCATIONS OF CR SYMBOLS ARE APPROXMATE.NOTE: E X A C T L O C A T I O N S . R E F E R T O T H E P A V E M E N T M A R K I N G P L A N S F O R L O C A T I O N S O F C R S Y M B O L S A R E A P P R O X M A T E . N O T E : - L - P O T S t a . 3 7 + 3 7 . 1 8 - Y 5 - P O T S t a . 1 1 + 0 0 . 0 0 = - Y 5 - P O T S t a . 1 0 + 0 0 . 0 0 -Y5- C R C R C R 2 5 ’ R 25’R 15.5’16.1’15.6’14.8’+42.96+48.59 TAPER 48.59’ TAPER42.96’ B E G I N 2 ’ - 6 " C U R B - Y 5 - S T A . 1 0 + 0 0 . 0 0 END 2’-6" CURB -Y5-STA. 10+42.96- L - - L - P O T S t a . 4 7 + 9 6 . 0 7 - Y 6 - P O T S t a . 1 2 + 0 0 . 0 0 = - Y 6 - C R C R - Y 6 - P O T S t a . 1 0 + 0 0 . 0 0 3 6 ’ F - F 5 0 ’ R 5 0 ’ R 1 5 . 9 ’ 15 . 9 ’ TAPER 25’ B E G I N 2 ’ - 6 " C U R B - Y 6 - S T A . 1 0 + 5 0 . 0 0 B E G I N 2 ’ - 6 " C U R B - Y 6 - S T A . 1 1 + 0 5 . 8 8 B E G I N 5 ’ C O N C . S I D E W A L K - Y 6 - S T A . 1 1 + 4 9 . 5 7 + 7 5 3 ’ R - L - 5050-Y7 - P T S t a . 14 + 16 .4 7 -Y7- PC Sta. 13+23.25 -Y7- PT Sta. 12+55.75 -Y7- C R CR CRCRCRCR -Y6- POT Sta. 10+00.00POT Sta. 11+61.98 -DRIVE2-PT Sta. 10+98.33 -DRIVE2-PC Sta. 10+59.59 -DRIVE2--Y7- POC Sta. 13+73.85 POT Sta. 10+00.00=-DRIVE2-59’ F-F 1 0 ’ 1 0 ’ 7 . 7 ’ 7 . 5 ’ 10’ 10’ 15’ 15’15’20’R20’R TAPER 55.45’ 25’R 15’ +27.77 +16.84 +59.75+51.57 22’R35’R 3’R4’R36.8’R12’12’20’20’ B E G I N 2 ’ - 6 " C U R B - Y 8 - S T A . 1 4 + 2 0 . 3 8 B E G I N 5 ’ C O N C . S I D E W A L K - Y 8 - S T A . 1 4 + 2 4 . 2 9 END 5’ CONC. SIDEWALK -Y8- STA. 14+20.52-L- C A T - 1 G R A U 3 5 0 T L - 3 C R C R C R C R W F G A D D Y R D . - Y 2 0 - S R 1 9 8 0 - Y 8 - P C C S t a . 1 1 + 7 4 . 0 5 F-F 28.75’+25 6 . 7 5 ’ + 4 6 . 5 3 F-F 40.75’+00 6 . 7 5 ’ + 4 2 . 2 4 EOT-F14.00’+42.24 4 0 ’ R 5 0 ’ R 2 ’ R 2 ’ R C O N C . I S L A N D . P R O . M O N O . P R O P. 5 ’ C O N C. S I D E W A L K 6 2 + 1 9 . 5 1 - 6 2 + 4 2 . 2 4 T O 2 ’ - 9 " C & G T R A N S I T I O N 1 ’ - 6 " C & G 1 0 0 ’ T A P E R 1 0 0 ’ T A P E R 2 4 ’ 8 X 1 8 C U R B 5 0 ’ R 1 0 0 ’ R 5 ’ R 8 7 . 3 9 + 4 9 . 1 4 3 4 ’ F - F + 75 .6 1 2 5 ’ R 2 5 ’ R E N D 2 ’ - 6 " C & G - Y 8 - S T A . 1 3 + 6 4 . 2 5 E N D 2 ’ - 6 " C & G - Y 8 - S T A . 1 3 + 6 2 . 8 4 B E G I N 8 " x 1 8 " C U R B - L - S T A . 6 1 + 6 5 . 0 0 E N D 5 ’ C O N C . S I D E W A L K - Y 8 - S T A . 1 4 + 0 4 . 3 2 B E G I N 5 ’ C O N C . S I D E W A L K - Y 8 - S T A . 1 3 + 9 7 . 3 8 8.8’ 13.4’ 7 5 .6 1 ’ TA P ER +78.60 +10.17 - L- - Y8- N A D 8 3 / 9 5 N A D 8 3 / 9 5 N AD 83/ 95 NAD 83/ 95 REVISIO NS 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 . 17-MAR-2014 08:48R:\Roadway\Proj\R-2603_Rdy_psh_2I.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 R - 2 6 0 3 EXACT LOCATIONS.REFER TO THE PAVEMENT MARKING PLANS FOR LOCATIONS OF CR SYMBOLS ARE APPROXMATE.NOTE: 2 I PEBBLE ST. (-Y10-) INTERSECTION DETAIL NC 268 (-L-) ELKIN RD. /SEE SHEET 9 FOR PLAN VIEW SIDNEY AVE. (-Y9-) INTERSECTION DETAIL NC 268 (-L-) ELKIN RD. /SEE SHEET 9 FOR PLAN VIEWEXACT LOCATIONS.REFER TO THE PAVEMENT MARKING PLANS FOR LOCATIONS OF CR SYMBOLS ARE APPROXMATE.NOTE: E X A C T L O C A T I O N S . R E F E R T O T H E P A V E M E N T M A R K I N G P L A N S F O R L O C A T I O N S O F C R S Y M B O L S A R E A P P R O X M A T E . N O T E : -Y10- POT Sta. 10+00.00-L- POT Sta. 91+16.25 -Y10- POT Sta. 13+00.00= I N T E R S E C T I O N D E T A I L S F L I N T H I L L R D . ( - Y 1 2 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 1 1 F O R P L A N V I E W - L - P O C S t a . 1 0 5 + 9 9 . 3 3 - Y 1 2 - P O T S t a . 1 0 + 0 0 . 0 0 = - D R I V E 3 - -Y12- - L - A A R O N C A L L R D . ( - Y 1 1 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 1 0 F O R P L A N V I E W E X A C T L O C A T I O N S . R E F E R T O T H E P A V E M E N T M A R K I N G P L A N S F O R L O C A T I O N S O F C R S Y M B O L S A R E A P P R O X M A T E . N O T E : -Y9- PT Sta. 13+07.25-Y9- POT Sta. 13+34.15 -Y9- PC Sta. 12+29.81 CAT-1 CAT-1 AT-1-Y9-CRCR10’10’11’11’35’R35’RTRANSITION50’AND 2’-6" C&G END 5’ CONC. SIDEWALK -Y9- STA. 10+76.66AND 2’-6" C&G BEGIN 5’ CONC. SI D E W A L K -Y9- STA. 10+73. 1 3 +26.6610’10’4.5’8.9’(LT & RT)TAPER 95.19’1’-6" C&G2’-6" C&G 2’-6" C&G1’-6" C&G 14’14’12’12’F-F28.75’F-F28.75’21.5’F-F-L--Y10- POT Sta. 10+00.00-Y10-CRCRF-F28.75’F-F28.75’21.5’F-F 9.9’8.1’17’17’35’R35’R1’-6" C&G2’-6" C&G SIDEWALK PROP. 5’ CONC.2’-6" C&G1’-6" C&G 14’14’12’12’TAPER67.92’AND 2’-6" C&G END 5’ CONC. SIDEWALK -Y10- STA. 12+26.56AND 2’-6" C&G BEGIN 5’ CONC. SIDEWALK -Y10- STA. 12+24.41BEGIN 8"x18" CURB -L-STA. 91+50.76-L- F-F 28.75’ F-F 40.75’ +00 C A T - 1 - L - P R OP . 5 ’ C O N C . S ID E WA LK 10 0 ’ T A P E R 3 6 ’ -Y11- - Y 1 1- P C St a. 1 0 + 2 9. 5 9 - Y11- P T S ta . 12 + 4 8 .3 5 C R C R - Y 1 1 - P T 1 2 + 4 8 . 3 5 B E G I N C O N S T R U C T I O N 5 0 ’ R 5 0 ’ R A N D 2 ’ - 6 " C & G E N D 5 ’ C O N C . S I D E W A L K - Y 1 1 - S T A . 1 3 + 0 2 . 2 3 A N D 2 ’ - 6 " C & G B E G I N 5 ’ C O N C . S I D E W A L K - Y 1 1 - S T A . 1 3 + 0 2 . 2 3 1 5 ’ 1 5 ’ 9 . 1 ’ 2 ’ - 6 " C & G 1 ’ - 6 " C & G 14’12’ 1 ’ - 6 " C & G 2 ’ - 6 " C & G 14’12’ F-F 28.75’ F-F 28.75’21.5’ F-F 1 0 . 4 ’ TAPER 53.89’ F-F 28.75’ F-F 40.75’ +00 10 0 ’ T A P E R C R 6 . 7 5 ’ + 6 2 . 7 9 6 . 7 5 ’ + 3 8 . 4 1 F-F 28.75’ +25 EOP-F 24.75’ +00 12.75’ +93.35 EOT-F 2 7 ’ R 5 0 ’ R 5 0 ’ R 2 ’ R 2 ’ R 2 ’ - 6 " C & G 2 ’ - 6 " C & G P R O P . 5 ’ C O N C. S I D E WA L K 4’ PS 10 0 ’ T A P E R 10 0 ’ T A P E R C-F 51.50’ +60 L 16’ 1 2’ 12.75’ +64.49 1 0 ’ 1 0 ’ 2 5 ’ R 4 8 . 6 4 + 8 0 . 8 4 A N D 2 ’ - 6 " C & G E N D 5 ’ C O N C . S I D E W A L K - L - S T A . 1 0 5 + 2 8 . 2 6 A N D 2 ’ - 6 " C & G E N D 5 ’ C O N C . S I D E W A L K - L - S T A . 1 0 5 + 8 1 . 9 6 4 ’ P S 4 ’ P S C O N C . I S L A N D P R O . M O N O . +94.07 +99.77 - L - 5 0 ’ R NAD 83/ 95NAD 8 3 / 9 5 REVISIO NS 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 . 17-MAR-2014 08:48R:\Roadway\Proj\R-2603_Rdy_psh_2J.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 R - 2 6 0 3 2 J I N T E R S E C T I O N D E T A I L S VISTA LN. (-Y16-) INTERSECTION DETAIL NC 268 (-L-) ELKIN RD. /SEE SHEET 14 FOR PLAN VIEWBEAUMONT POPLAR ST. (-Y17-) INTERSECTION DETAIL NC 268 (-L-) ELKIN RD. /SEE SHEET 15 FOR PLAN VIEW A I R P O R T R D . / R I V E R L I B E R T Y G R O V E C H U R C H R D . ( - Y 1 8 - ) I N T E R S E C T I O N D E T A I L N C 2 6 8 ( - L - ) E L K I N R D . / S E E S H E E T 1 6 F O R P L A N V I E W 145 - Y 1 6 - P T S t a . 1 4 + 6 2 . 4 8 145 -Y16-47.50’+90.39 12.75’ +93.35 6.75’+97.75 6.75’+93.35 EOT-FF-F 9.5’ 10’10’27’R20’R 50’R 50’R2’R2’RCONC. ISLAND.PRO. MONO. 1 ’ - 6 " C & G 35.50 +02.44 46.82 +96.48 PS 4’ PS 4’ 16’35.50 +9.02 +5.14+10.40 15’R 15’R4’ PS4’ PS+61.39+29.71 -L--Y16-165CAT-1 -Y17--L- STA 161+76 END SBG 12.75’ +33.24 13.16’+30.89 50’R50’R2’R 2’REOP-F24.75’+1812.75’+38.41 6.75’+33.246.75’+38.41 EOT-F EOT-F F-F9.5’10’27’R20’RC O N C . I S L A N D . P R O . M O N O . CONC. ISLAND.PRO. MONO. +33.24 4’ PS F-F 9.5’ 35.50 +02.44 46.82 +36.37 100’ TAPER100’ TAPER 250’ T A P E R 8:1 TAPER 10’12.45’+43.13 +89.964’ PS+00.17+69.60 +02.05-L- 180 3 0 185 - Y 1 8 - P T S t a . 3 0 + 2 3 . 4 4 - Y 18 - P C S t a . 3 5 + 0 0 . 7 1 - L - P O C S t a . 1 8 2 + 7 3 . 2 0 - Y 1 8 - P O T S t a . 3 0 + 6 9 . 3 1 = C A T - 1 A T - 1 - L- -Y18- -Y18- CAT-1 2 ’ R 2 ’ R 1’ R 1 ’ R 5 0 ’ R 5 0 ’ R 5 0 ’ R 5 0 ’ R 6 . 7 5 ’ + 3 8 . 4 1 6 .7 5 ’ + 2 3 .3 0 12.75’ +24.20 EOT-F 14.00’ +23.30 E O P - F 3 6 . 7 5 ’ + 6 5 12’ +24.20 EOP-F 24.75’ +23.30 C O N C . I S L A N D . P R O . M O N O . C O N C . I S L A N D . P R O . M O N O . C O N C . I S L A N D . P R O . M O N O . C O N C . I S L A N D . P R O . M O N O . 2 ’ - 9 " C & G 1’ - 6 " C & G BEG. 2’-9" C&G EOT-F 1 8 4 + 0 0 . 5 7 T O 1 8 4 + 2 3 . 3 0 T O 2 ’ - 9 " C & G T R A N S I T I O N 1 ’ - 6 " C & G 10 0 ’ T A P E R 10 0 ’ T A P E R 4 8 . 5 3 + 8 9 . 2 5 4 6 . 6 6 ’ + 4 7 . 4 9 8 : 1 T A P E R 8:1 TAPER 16’ 2 0 ’ 20’ +59.66 +87.84 E O P - F 5 0 ’ R E O P - F 12 . 7 5 ’ + 8 0 . 7 6 3 6 . 7 5 ’ + 6 1. 4 1 5 0 ’ R E O P - F 12 . 7 5 ’ + 14 . 3 0 E O P - F 2 4 . 7 5 ’ + 7 6 . 19 15 . 2 5 ’ + 3 1. 6 7 NAD 83/ 95NAD 83/ 95 N A D 83/ 95 N A D 83/ 95 G R O U N D N A T U R A L G E O T E X T I L E REVISIO NS 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 . 16-SEP-2014 16:04R:\Roadway\Proj\R-2603_Rdy_psh04.dgn$$$$USERNAME$$$$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 SEE SHEET NO. 5 MATCH LINE -L- STA. 22+00 R - 2 6 0 3 4 SEE SHEET NO. 18 MATCH LINE -Y1- STA. 20+00 03/13/2014 - R/W REVISIO N: ADDED 20’ DRIVE O N PARCEL 15. - M AE08/07/2013 - R/W REVISIO N: ADDED "DO NO T DISTURB" NO TE TO ATM O N PARCEL 18. - M AE PARCEL 135. - TLW09/16/2014 - R/W REVISIO N: REVISED CHANNELIZATIO N O N PARCELS 135 AND 137; REVISED TCE IN PARCELS 128 AND 137; ADDED A DRIVEW AY, REM O VED TCE AND ELIM INATED THE CLAIM O N PARCEL 136 AND CREATED PARCEL 18Z. - M AE09/02/2014 - R/W REVISIO N: CHANGED TCE TO PUE AND REVISED PDE O N PARCEL 15; REVISED PUE O N PARCELS 16 & 18; ADDED AUE O N PARCELS 19 & 136; REVISED PUE & TCE O N NO TES O N PARCEL 126. - M AE04/17/2014 - R/W REVISIO N: ADDED "DO NO T DISTURB" NO TE FO R THE VAULT O N PARCEL 19; REVISED SLO PE STAKES AND ADDED "TIE SS TO EX. CURB" AND "DO NO T DISTURB PARKING"8" PLASTIC8" VC8" VC8" VC8" VC8" VC8" V C 8" V C 8 " V C 8 " V C D IR E C T IO N 8" VC 8" VC 8 " V C 8 " V C 8" STEEL 8" STEEL DIRECTIO N B M 2 N 5920’45" W N 5 8 3 0 ’ 4 3 " E S 2521’50" E S 3259’00" WS 8124’32" E N 19 41’06" WS 7 0 1 8 ’ 5 4 " W S 19 41’06" E S 8544’28" WN 04 18’20" WN 8332’42" E N 5506’15" EN 3453’45" WN 3453’45" WS 8450’23" WS 8450’23" WN 05 09’33" WS 8450’27" W S 2601’38" E S 4153’27" E S 5608’08" E S 4314’39" E S 5228’58" E S 3626’21" E N 4315’16" W N 4 5 4 0’3 1" E N 4 5 4 0’3 1" E N 17 14’19" W S 7 4 5 4 ’5 3 " W N 18 53’50" W S 3025’58" W N 18 53’50" W N 84 51’13" W 99.84’ 7 0 . 0 0 ’ 130.26’23.95’98.51’88.87’ 1 6 0 . 0 0 ’ 103.40’ 87.09’127.43’140.00’40.00’139.12’63.80’139.18’100.00’139.18’ 33.06’ 39.54’ 59.00’ 88.82’ 86.11’ 252.83’ 135.96’ 3 0 7.0 8’ 17 4.9 6’ 213.87’ 6 . 1 6 ’ 17 4 .8 7 ’ 189.31’ 198.70’ 275.06’ 162.71’ JC FAWTRACTOR INCJOHNSON OIL AND E L L A G R E N E B R O W N J A M E S B R O W N DB 1025 PG 474DB 554 PG 451DB 866 PG 159 D B 5 6 1 P G 4 0 2 I N C O R R E C T D E S C R I P T I O N R/W MON R E B A R S P I K E R E B A R R E B A R R E B A R REBAR REBAREIPEIP REBA R E I P EASEMENT UTILITY PERMANENT PERMANENT DRAINAGE EASEMENT 20’ EXISTING R/W EXISTING R/W EXISTING R/ W E XIS T IN G R / W EXISTING R/W EXISTING R/W EXISTING R/ W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W E X I S T I N G R / W EXISTING R/ W EXISTING R/W E XIS TI N G R/ W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W 100.00’ 64.11’ 100.00’ 30’ 1 5 2 0 127128 1 3 5 1 3 7 S S HW15" CMP 18" RCP 18" RCP24" CMPCBCB CB 15" RCP CB 15" RCP CB CB12" CMP 12" CMP 12" CMP15" CMP CB CB CB12" CMP CB CB15" RCP 18" RCP18" RCP CB 18" C MP 15" CMP JU N C T IO N A P P R O X . 15" C MP C B30" C MP 3 0" C M P 3 0 " C M P J U N C TI O N A P P R O X. 4 8 " C MP 15 " C MP 18" CMP 15" CMP C B C B C B 1 8 " R C P C B DIR APPROX. 15" CMP C B 18" CMP 18 " R C P C B 15 " C M P C B C B C B C B 1 5 " C M P CBMONR/WRCP12"MON R/W MONCONC MON R/W MON R/W MON CONC C M P 1 8 " CMP 24" 72"CHL&3SBW L TL T S B S T W/ L T S C O N C C O N C B S T B S T 7 2 " C H L W/ L T 7 2 " C H L72"CHL C O N C B S T S 72"CHL&3SBW B S T B S T 7 2 "C H L & 3 S B W 7 2 " C H L & 3 S B W 7 2 "C H L & 3 S B W T A N K H O L D I N G W A T E R C O N C B S T C O N C C O N C B S T 1 S B K B U S 1 S B K B U S C O N C C O N C W A L L CONC B S T C O N C D I D I D I 72"CHL&3SBW 7 2 " C H L & 3 S B W D I C O N C WHITE ST 18" BST B S T B S T 1 S B K B U S CONC LT BST N C 2 6 8 E LK IN R D B S T S NC 18 SECOND ST BSTRHOPES ST BST CONC CAPS VENTLTSBST BSTCONC1SBKBUS BST 1SBKBUSCONCBSTCONCCONCCAPSVENT LTLTBST 1 S B K B U S BST 1SBKBUSCONCBSTBST LT LT LTBSTBST 1SBKBUSCONCSS SR 1525 E WAUGH BSTSR 1525 W WAUGH BST BST BSTBSTBSTBSTBSTW/LT W/LTLTSLTS B S T B S T B S T BST B S T CONC CONC C O N C C O N C C O N C CONCCONCCONCCONCCONC CONCCONCCONCLTLTW/LTBSTBST W/ L T W / L T W / L T L T LT 7 2 " C H L & 3 S B W CONC CBBST C O N C C O N C CON C D I W/LTCONCCONC C O N C C O N C 4’x6’ BARREL DI ATM C B D I D I C B D I C B C B DIDI 1SFBUS 1SBLKBUS 1SBKBUSCANCAN 72"CHL 4 8 " B L K W A L L 7 2 " C H L & 3 S B W O N 3 6 " B L K W A L L 1 S M B U S 1SMBUS 1 2 " B L K W A L L A A T U R V A U L T HH E O I TSTS T S EOI P I V P I V P I V P I V EOI T S P I V E O I 2"GALV 16"DI6"CI 16"DI 6"CI 2"GALV 4"PL4"PL4"PL 8"PVC8"PVC 8"P VC 8 " P V C E O I 1 2 " C I 6"CI 6"CI12"DI 16"DI 8"CI 8 " C I EOI 6"CI 4 " P L 6"PL 2"PL 2 " P L 1 2 " C I 8 " C I 6"P L 6"PL 6"PL 6 "C I 6"CI 8 " C I P I V 2"PL 6"PL 2 V A U L T S 12"CI 6"CI 12"DI 1 2 " C I 8 " C I 8"CI L A D D F U R N I T U R E I N C D B 5 9 9 P G 5 2 1 1 9 NC 268 ELKIN RD BST FLINT HILL RD BST SR 2334 - B Y 2 - 3 8 - B Y 2 - 3 9 - B Y 1 - 3 5 - B L - 1 0 H O L D I N G S L L C J & L R E A L E S T A T E D B 1 0 4 8 P G 1 7 4 1 2 6 I N D U S T R I A L C E N T E R S L L C D B 1 0 3 6 P G 2 1 3 1 3 6 EDWARD GREENEDB 891 PG 219 DB 870 PG 79 124INVESTORS 4100D LLCDB 936 PG 244 FIRST STATES125 E L L E N L A C K E Y G A R Y L A C K E Y D B 6 0 2 P G 5 4 9 1 8 C A R L B Y R D D B 8 1 9 P G 2 8 2 1 7 C O M M U N I T Y O N E B A N K D B 9 5 2 P G 3 9 9 1 6 CONRAD REEVESDB 827 PG 673 129CONNARD LLCDB 1104 PG 32 130131DB 930 PG 212 MAROLYN PENDRY DAVID PENDRY M A C K B R O W N W I L L A B R O W N D B 8 0 7 P G 2 7 8 1 3 1 8" CM P C H A R L E S B . B U S H J R . D B 1 1 2 8 P G 3 5 2 1 7 6 EXISTING R/W EXISTING R/W K A J A N L L C N O D E E D R E F E R E N C E P B 9 P G 4 0 7 1 4 ON 36"BLK WALL 72"CHL&3SBW MON R/W 48.79’ +75.79 84.46’+39.06 51.20’ +12.86 50.10’+64.07 3 8 .9 3 ’ + 2 5 .6 0 56.08’ +71.26 4 9 . 9 7 ’ + 4 6 . 5 9 54.36’ +21.01 174.94’+09.76 100.43’+36.85 77.29’+58.4448.68’+05.57 C H R I S T O P H E R R O B E R T S T I M B E R L I R O B E R T S D B 8 6 8 P G 3 8 5 D U N C A N E L E C T R I C C O D B 5 3 6 P G 2 6 I N C O M P L E T E D E S C R I P T I O N J O H N M C N E I L D O N N A M C N E I L D B 7 7 1 P G 4 2 5 MON R/W 1 8 Z 20 28’ 2 4 ’ 20 25 25 P I S t a 2 5 + 8 9 . 0 2 DL = 3 8 3 . 9 6 ’ T = 2 0 0 . 1 8 ’ R = 5 5 0 . 0 0 ’ - Y 1 A - 20 -L- POT Sta. 10+00.00 - Y 1 A - P C S t a . 2 3 + 8 8 . 8 4 LC-F LC-F 2 0 ’ R 2 0 ’ R 2 0 ’ R 2 0 ’ R LC-F 29.50’29.50’ +50.11 40.50’ +50.11 4 . 7 5 ’ R 2 ’ R F-F 15’ +94.78 F-F 15’ +96.47 0 4 0 2 0 3 0 1 0 4 0 0 04 02 02 - Y 2 - P O T S t a . 1 9 + 8 8 . 8 2 03 15 - Y 2 - P I S t a 1 6 + 7 5 . 4 7 DL = 3 1 4 . 0 6 ’ T = 1 7 3 . 1 4 ’ R = 3 0 0 . 0 0 ’ 0 2 0 1 0 00 102 02 01 00 01 02 03 0 4 05 0 6 0 6 05 0 4 03 02 02 01 01 00 0 7 0 60 5 0 4 03 02 036 014 0 4 -L- POT 10+38.67 BEGIN T.I.P. PROJECT R-2603 - Y 2 - P O T 1 9 + 3 0 . 0 0 E N D C O N S T R U C T I O N P I S t a 2 3 + 2 8 . 4 7 DL = 1 , 5 7 7 . 9 8 ’ T = 9 3 8 . 1 8 ’ R = 1 , 1 6 0 . 5 7 ’ - Y 1 - V = 4 0 m p h S E = 0 . 0 4 V = 4 0 m p h S E = 0 . 0 4 18.4’ 18.3’ 20’ 20’ 2 ’ - 6 " C & G 2 ’ - 6 " C & G2’-6" C&G 2’-6" C&G 2 ’ - 6 " C & G 2 ’ - 6 " C & G 2 ’ - 6 " C & G 2 ’ - 6 " C & G 1’ - 6 " C & G 2 ’ - 9 " C & G 2’- 6" C & G 8 X 1 8 C U R B -L- - L - -Y2- -Y1- - Y 1- - Y 1 A - CRCR C R C R 5’ CONC. SIDEWALK BEGIN 2’-6" C&G &-L- STA. 10+25.08 BEGIN 2’-6" C&G -L- STA. 10+48.97 5 ’ C O N C . S I D E W A L K E N D 2 ’ - 6 " C & G & - Y 2 - S T A . 1 8 + 5 4 . 7 2 5 0 ’ ( T Y P . ) +00 +853 5 ’ ( T Y P . ) ( T Y P . ) 2 5 ’ (TYP.)20’ +35 5 0 ’ ( T YP . ) +06.13 P R O P . 5 ’ C O N C . S I D E W A L K P R O P . 5 ’ C O N C. S I D E W A L K 50’R15’R20’R50’R S E = S E E P L A N S V = S T O P C O N D I T I O N 2 5 ’ R 2 5 ’ R C R C R C R C R C R C R C R C R 48’ 28’ 4 0 ’ 4 0 ’ 3 6 ’ 3 6 ’ 2 2 ’ 2 2 ’ 2 2 ’ 2 2 ’ 50’ C R C R 2 4 ’ - Y 2- P T Sta. 1 8 + 1 6.3 9 8 X 1 8 C U R B 8 X 18 C U R B P R O. M O N O. C O NC. ISL A N D. C O N C . I S L A N D . P R O . M O N O . 1 0 0 ’ T A P E R +80 11’+00 20’ A A - L - N C 2 6 8 - L - N C 2 6 8 5 , 1 0 0 3 , 9 6 0 9 , 0 0 0 7 , 0 0 0 5 , 8 0 0 4 , 5 2 0 1 3 , 2 0 0 1 0 , 2 7 0 5 0 0 3 6 0 1 0 0 1 0 0 5 0 0 3 6 0 7 0 0 5 6 0 8 , 6 0 0 6 , 6 7 0 8 , 5 0 0 6 , 6 4 0 1 0 0 1 0 0 5 0 0 4 3 0 5 0 0 4 3 0 8 0 0 7 3 0 8 0 0 7 3 0 N C 2 6 8 - Y 1 - S R 2 3 3 4 - Y 2 - A A - L - N C 2 6 8 2 0 3 5 A D T 2 0 1 5 A D T 2 2 , 9 0 0 1 9 , 1 9 0 1 1 , 1 0 0 8 , 6 7 0 2 2 , 8 0 0 1 8 , 9 4 0 NC 18 5 , 5 0 0 4 , 2 1 0 5 , 6 0 0 4 , 4 6 0 -L- POT Sta. 15+02.33 -Y2- PC Sta. 15+02.33= - Y 2 - P O C S t a . 1 7 + 7 1 . 1 9 - Y 1 - P O C S t a . 2 4 + 5 2 . 7 5 = -L- POT Sta. 20+19.69 (5.50’ LT) -Y1A- PT Sta. 27+72.80= -L- POT Sta. 14+65.00 -Y2- POT Sta. 14+65.00 -Y1- POC Sta. 21+58.06 -Y1A- POT Sta. 21+58.06 LA= -L- POT Sta. 22+35.35 -Y1- PT Sta. 29+68.27= - Y 2 - P O C S t a . 1 7 + 3 7 . 1 9 - Y 1 A - P O C S t a . 2 4 + 4 8 . 5 8 = S I G N A L U P G R A D E E X I S T I N G - Y 1 A- - Y1- EX. CURB TIE SS TO PARKING DISTURB DO NOT S E E S H E E T 2 B - 3 F O R - Y 1 - / - Y 2 - I N T E R S E C T I O N D E T A I L S E E S H E E T 2 9 F O R - Y 1 A - & - Y 2 - P R O F I L E S S E E S H E E T 2 8 F O R - Y 1 - P R O F I L E S E E S H E E T 2 1 F O R - L - P R O F I L E 8 X 1 8 C U R B 2 8 ’ 13’R C U R B 8 X 1 8 0.5’ +40 4.5’ +70 C U R B 8 X 1 8 SIDEWALK PROP. 5’ CONC. 2.5’ +91.5 0.5’ +21.5 C U R B 8 X 1 8 2 ’-6" C &G R A I S E E X I S T I N G H W C B C B C B C B C B C B C B C B C B C B D I D I D I C B C B 15" RCP-III 1 5 " R C P - I I I 15" R C P-III 15" RCP-III 1 5 " R C P - I I I 15 " RC P-III 15" R C P-III 4 8 " RC P-III 2 G I S E E D E T A I L B C 3 C U R B C U T D I T C H S P E C I A L B A C K O F 3:1 2:1 S P E C I A L B A C K O F C U R B C U T D I T C H ( N O T T O S C A L E ) D E P T H = 1 ’ D E T A I L B C 3 F R O M - Y 1 - S T A . 2 2 + 4 0 T O S T A . 2 4 + 0 0 R T 18" R C P-III 18" RCP-III 1 8 " R C P - I I I 15" RCP-III 2 4 " R C P - I I I 30" RCP-III 30" 2 G I -III R CP 15" 15" RC P-III 1 5 " R C P- III 0 4 1 5 0 4 1 6 0 4 1 2 0 4 1 1 0 4 1 0 0 4 0 9 0 4 0 8 0 4 0 7 0 4 2 7 0 4 0 5 0 4 0 6 0 4 2 4 0 4 0 4 0 4 0 3 0 4 2 3 0 4 0 2 0 4 0 1 0 4 2 5 0 4 2 0 0 4 2 1 0 4 2 2 0 4 1 9 0 4 2 6 15" 1 5 " R C P - I I I C B 0 4 1 7 3 0 " R C P - I I I w / M H J B R C P - I I I 3 6 " 2 G I w / M H J B 1 5 " 0 4 2 8 T O E X . R C B C T I E 2 4 " R C P - I I I 30" C B 0 4 2 9 R E T A I N R E T A I N RE MO VER E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E S E E D E T A I L P R 1 P L A C E O N B A N K S O N L Y C L A S S ’ I ’ R I P R A P d ( N o t t o S c a l e ) G r o u n d N a t u r a l G r o u n d N a t u r a l V A R I A B L E P I P E O U T L E T R I P R A P D E T A I L P R 1 MI N. 2:1 M IN . 2:1 C H A N N E L B A N K T I E T O E X I S T I N G E S T . 2 6 T O N S & 5 0 S Y G E O T E X T I L E L I N E R T Y P E - C L A S S ’ I ’ R I P R A P d = 3 F t . L E N G T H = 1 8 F T . - Y 2 - S T A . 1 9 + 3 0 L T C h a n n e l B e d 0 4 1 8 R E M O V E P L U G 1 8 " @ R / W R E M O V E 8 4 ’ O F E X . 1 8 " 7 0 ’ + 4 5 8 6 ’ + 5 0 8 5 ’ + 0 0 70’+5056’+04.03 64’+80.3870’+10 6 4 ’ 5 7 ’ + 3 5 S I G N D I S T U R B D O N O T 6 1 ’ - Y 2 - + 2 6 7 6 ’ - Y 2 - + 4 3 6 8 . 5 ’ - Y 2 - + 5 3 . 3 3 4 4 . 3 0 ’ - Y 1 A - + 0 0 . 9 6 5 1 . 2 9 ’ + 9 6 . 0 5 - Y 1 A - 7 9 . 8 1 ’ - Y 1 A - + 7 3 . 6 2 6 7 . 6 0 ’ - Y 1 A - + 5 7 . 7 7 4 5 . 6 6 ’ + 7 4 . 6 8 - Y 1 A - 2 8 . 1 5 ’ + 4 0 - Y 2 - 3 5 ’ + 3 0 - Y 2 - 5 6 ’ + 3 4 . 0 4 - Y 1 - 8 0 ’ + 6 0 - Y 1 - 1 0 0 ’ + 6 0 - Y 1 - 5 5 ’ + 7 2 . 6 1 - Y 2 - 8 9 ’ + 3 0 - Y 2 - 6 1 ’ + 6 1 - Y 2 - 3 1 . 7 6 ’ + 3 5 - Y 2 - 4 8 ’ + 9 1 . 5 2 - Y 2 - 6 5 ’ + 3 2 - Y 1 - 7 2 ’ + 0 5 5 2 . 3 2 ’ Y 2 + 3 9 4 9 . 5 6 + 9 3 . 6 3 - Y 1 A - 5 0 . 0 8 ’ + 6 5 - Y 1 A - 8 9 . 0 8 ’ + 8 8 - Y 1 A - 4 7 . 0 8 ’ + 5 4 - Y 1 A - 2 9 . 7 0 ’ + 7 1 . 2 6 - Y 2 - 4 7 ’ + 7 0 . 3 2 - Y 2 - D I S T U R B D O N O T 5 4 . 2 7 ’ - Y 1 - + 1 7 . 9 2 D I S T U R B D O N O T 95’+59.80 5 8 ’ + 3 0 5 7 ’ + 5 5 4 8 . 7 7 ’ + 0 5 6 4 ’ + 0 5 2 0 0 . 4 0 ’ + 5 6 . 2 9 2 1 4 . 1 5 ’ + 8 2 . 9 4 6 1 . 9 9 ’ + 1 4 . 2 3 - Y 1 - 8 0 ’ + 0 0 - Y 1 - 8 0 ’ - Y 1 - + 1 6 8 0 ’ - Y 1 - + 0 0 7 0 . 6 2 ’ - Y 1 - + 0 0 6 4 ’ + 2 6 . 6 8 6 4 ’ + 6 0 . 4 4 6 4 ’ 4 9 . 6 3 ’ + 1 0 6 6 ’ + 6 8 - Y 1 A - 6 3 ’ + 7 6 . 3 6 - Y 1 - 3 0 . 4 0 ’ + 7 5 - Y 2 - 4 3 . 1 5 ’ + 5 0 - Y 1 - N O C L A I M 5 6 ’ 5 1 . 2 4 ’ + 0 4 . 0 3 5 5 . 2 4 ’ + 3 5 - Y 2 - 5 6 . 6 3 ’ + 8 9 . 7 5 - Y 2 - & 7 5 ’ 5 1 . 1 7 ’ + 2 0 - L - 8 8 . 8 5 ’ + 3 1 - L - C F F FC F F F F F F F C F C C F F F F F F F F F F F F F F F F C N A D 8 3 / 9 5 G R O U N D N A T U R A L REVISIO NS 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 . 14-OCT-2014 10:44R:\Roadway\Proj\R-2603_Rdy_psh05.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 SEE SHEET NO. 6 MATCH LINE -L- STA. 36+00 SEE SHEET NO. 4MATCH LINE -L- STA. 22+00 R - 2 6 0 3 5 10/14/2014 - R/W REVISIO N: W IDENED 24’ DRIVE TO A 36’ DRIVE O N PARCEL 26. - M AE09/10/2014 - R/W REVISIO N: PRO PERTY O W NER NAM E REVISED O N PARCEL 23. - M AE& -L- 32+45 RT O N PARCELS 26 & 29. - M AE09/02/2014 - R/W REVISIO N: REVISED TCE O N PARCEL 25; ADDED AUE O N PARCELS 25 & 27; ADDED PUE O N PARCEL 26; ELIM INATED TCE O N PARCEL 27; REVISED TCE BETW EEN -L- 31+20 RT 8" VC U N A B L E T O IN V E R T M H P A V E D O V E R 8" VC 8 " V C 8 " V C 8 " V C S 6 5 4 8 ’ 5 9 " W N 7 0 0 1 ’ 1 0 " E N 1958’50" WN 19 58’50" W N 2402’19" W N 19 18’17" W N 7 0 4 2 ’ 2 0 " E N 8451’13" WN 8451’13" W S 6 5 3 3 ’ 5 6 " W S 6 5 3 3 ’ 5 6 " W N 18 53’50" W N 18 53’50" W N 18 52’09" W S 6 6 14 ’ 4 3 " W S 19 34’26" E N 19 17’40" W N 19 29’40" W 3 5 0 . 7 4 ’ 1 5 0 . 0 0 ’ 169.33’300.67’ 590.00’ 1 4 0 . 5 9 ’ 169.78’ 168.93’ 328.48’38.04’ 2 16 . 0 9 ’ 19 8 . 5 6 ’ 418.53’ 416.67’ 400.26’ 2 5 7 . 9 1’ 381.92’ P E G G Y D A Y F R A N K D A Y S U N C R E S T A S S O C I A T E S L L C O P A L H A M B Y B O B B Y H A M B Y G A I L H A M B Y J O E H A M B Y JOHN S O N O I L A N D T R A C T O R I N C N A N C Y K I N G T E X T I L E S I N C P A T D A Y J A M E S D A Y 6 0 0 E L K I N H I G H W A Y L L C FORESTER RENTALSLADD FURNITURE INC D B 1 0 8 4 P G 2 D B 1 0 3 2 P G 2 4 2 D B 9 9 6 P G 1 8 1 D B 5 2 0 P G 4 9 7 D B 5 5 1 P G 1 1 0 2 D B 1 0 8 4 P G 3 D B 3 9 0 P G 6 0 D B 1 0 5 0 P G 2 4 2 D B 9 3 2 P G 7 6 NO DEED REFERENCEDB 599 PG 521REBAR E I P E I P SPIKE EIP R E B A R R E B A R S P I K E 353.99’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W 68’ DUKE POWER EASEMENTEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W D B 9 6 4 P G 4 8 D B 1 1 1 0 P G 2 8 9 68’68’ DUKE POWER EASEMENT 1921 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 S CBCB24" CMP C B 24" CMP C B 1 8 " C M P 18" CMP C B C B 1 8 " C M P 18" CMP CB 15" CMP 15" CMPCB15" CMPCB C B 1 8 " C M P 18" CMP 15" CMPC B C B 15" RCP CMP24" RCP18" M O N C O N C MON CON C B S T 72"CHL&3SBW B S T B S T G R S W / L T W / L T S W / L T W / L T W / L T S B S T GR G R B S T B S T L T P O L E F L A G 4" BST CURB 4 " B S T C U R B 4 " B S T C U R B 4" BST CURB 4 " B S T C U R B B S T 4" BST CURB L T TEMPLE ST BST W / L T BST 1 S B K B U S S S BST B S T 72"CHL&3SBWBSTW/L T G R G 1 S B L K B U S G R BST BSTSSCHOOL BUS DR BSTBST72"CHL&3SBWBSTBST W / L T N C 2 6 8 E L K I N R D B S T 4 " B S T C U R B B S T B S T B S T B S T C O N C C O N C C O N C C O N C C O N C CONCCONC CONCCONC C O N C C O N C C O N C C O N C 4" BST CURB D I D I 1 S B L K B U S 1 S F B U S 1 S B L K B U S 2 S B L K B U S S 2 3 2 s 1 S M B U S 1 S M B U S 72"CHL&3SBW T VAULT T E O I T S TS6"PL 8"CI 6"CI2"GALV 8 " C I 6 " P L 6"PL 4"PL 8"CI 8 " C I SIZE UNKNOWN - B L - G P S R 2 6 0 3 - 1 -BL-11 - B L - 1 2 &3SBW72"CHL CM P 18 " 49.18’ +89.13 49.60’ +37.98 49.19’ +70.00 49.45’ +87.54 49.08’ +69.73 3 0 C A L L J R S A N F O R D L I N D A C A L L D B 6 5 0 P G 6 8 1 1 8 " C M P H O W E L L & S O N S I N V E S T M E N T S , L L C 25 30 35 20’-Y3- POT Sta. 10+00.00-L- POT S t a . 2 3 + 5 7 . 7 8 -Y3- POT S t a . 1 1 + 0 0 . 0 0 = - Y 4 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 2 7 + 6 6 . 2 7 - Y 4 - P O T S t a . 1 1 + 0 0 . 0 0 = F-F24.75’F-F59’ F-F 59’ F-F 4.13’R 20’R20’R 02 02 02 020 302 020 1 0 1 3 0 2 8 0 2 0 1 -Y3- POT 10+06.00 BEGIN CONSTRUCTION - Y 4 - P O T 1 0 + 0 0 . 0 0 B E G I N C O N S T R U C T I O N 2’-6" C&G2’-6" C&G 2 ’ - 6 " C & G 2 ’ - 6 " C & G C A T - 1 8 X 1 8 C U R B 8 X 1 8 C U R B 8 X 1 8 C U R B - L - -Y1A--Y1--Y3- - Y 4 - 50’ (TYP.)+53.0250’ (TYP.)+68.69 PROP. 5’ CONC. SIDEWALK P R O P . 5 ’ C O N C . S I D E W A L K P I S t a 2 3 + 2 8 . 4 7 DL = 1 , 5 7 7 . 9 8 ’ T = 9 3 8 . 1 8 ’ R = 1 , 1 6 0 . 5 7 ’ - Y 1 - V = 4 0 m p h S E = 0 . 0 4 2 0 ’ R A T - 1 0110090100010001+30 +10(TYP.)25’ 0 0 0 1 0 2 0 1 + 0 6 (TYP.) 20’ + 7 0 36’22’22’ 3 0 ’ 3 6 ’ 3 6 ’ 2 6 ’ 3 2 ’ 3 0 ’ 3 0 ’ 26’F-F8.25’A A2035 ADT 2015 ADT 26,400 20,54026,200 20,410-L- NC 268 -Y3- SCHOOL BUS DRIVE300230100100400330 A A 2 0 3 5 A D T 2 0 1 5 A D T 2 6 , 2 0 0 2 0 , 4 1 0 2 5 , 8 0 0 2 0 , 0 1 0 - L - N C 2 6 8 - Y 4 - T E M P L E S T . 8 0 0 6 6 0 6 0 0 5 3 0 2 0 0 1 3 0 -Y1A POT Sta. 3 2 + 5 3 . 1 1 ( 5 . 5 0 ’ L T ) L B -Y1- POT Sta. 3 2 + 3 2 . 9 1 L B -L- POT Sta. 2 5 + 0 0 . 0 0 = -L- POT Sta. 22+35.35-Y1- PT Sta. 29+68.27= S E E S H E E T 2 B - 3 F O R - Y 3 - & - Y 4 - I N T E R S E C T I O N D E T A I L S S E E S H E E T 3 0 F O R - Y 4 - P R O F I L E S E E S H E E T 2 9 F O R - Y 3 - P R O F I L E S E E S H E E T 2 1 F O R - L - P R O F I L E 3 6 ’ 1 0 ’ R C B C B C BC B 2 G I 2 G I C B 2GI C B 3GICBCBCBCBCBCB2GI 2 G I 2 G I D W Y . D I S E E D E T A I L B C 1 C U R B C U T D I T C H S P E C I A L B A C K O F S E E D E T A I L B C 1 C U R B C U T D I T C H S P E C I A L B A C K O F 3:1 2:1 S P E C I A L B A C K O F C U R B C U T D I T C H ( N O T T O S C A L E ) F R O M - L - S T A . 2 8 + 0 0 T O S T A . 2 8 + 7 5 L T F R O M - L - S T A . 2 9 + 2 0 T O S T A . 3 0 + 7 5 L T F R O M - L - S T A . 3 4 + 0 0 T O S T A . 3 6 + 9 5 L T D E P T H = 1 ’ D E T A I L B C 1 2 G I 15" RCP-III 30" RCP-III30"30" RCP-III 15"15" RCP-III 24" RCP-III15"15" RCP-III 1 8 " R C P - I I I 1 8" 15" 12 " 15" RCP-III 15 " RC P-III 1 5 " R C P - I I I 15" RCP-III 24" 2 4 " R C P - I I I 24"CBCB 30" RCP-III 0 5 2 4 0 5 2 5 0 5 2 3 0 5 2 1 0 5 2 2 0 5 1 3 0 5 1 5 0 5 1 6 0 5 1 4 0 5 1 2 0511 0 5 1 0 050905080507 05060505050405020503 0 5 2 0 0501 0519 15" D I D I 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P 2 G I C B 15" 0 5 1 8 15" RCP-III 30"0416 1 5 " R C P - I I I 0 5 2 6 0 5 2 7 RE T A I N R E T A I N R E T A I N R E T A I N REMOVEREMOVE R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E O F E X I S T I N G C M P R E M O V E 2 0 ’ ( + / - ) 2 G I 2GI 1 8 " R C P - I I I E X I S I T I N G 1 5 " C M P R E M O V E 1 8 ’ ( + / - ) 49.72’+16 5 8 ’ + 3 5 7 7 ’ + 5 0 7 2 ’ + 0 0 9 2 ’ + 4 5 5 1 ’ + 8 0 51’+2650 ’ +96 5 5 ’ + 8 9 55’+1050.98’+65 6 5 ’ 4 9 . 0 5 ’ + 2 0 6 6 ’ 5 8 ’ 4 9 . 2 1 ’ + 8 0 66’60’ 49.21’+50 49.47’+95 6 2 ’ + 1 0 7 0 ’ + 5 0 5 8 ’ + 2 0 23.31’+10 -Y3-4.12’+00 -Y3-7.91’+00 -Y3-28.80’+00 -Y3- 3 0 . 5 3 ’ + 1 5 - Y 4 - 2 6 . 2 1 ’ + 0 8 - Y 4 - 6 4 ’ 4 9 . 1 0 ’ + 3 0 6 4 ’ 4 8 . 9 7 ’ + 6 4 6 5 ’ 5 5 ’ 4 9 . 0 3 ’ + 5 0 6 0 ’ + 6 0 8 0 ’ 6 0 ’ 4 9 . 4 8 ’ + 5 0 8 0 ’ 4 9 . 4 8 ’ + 0 0 8 0 ’ 4 9 . 4 7 + 2 0 1 2 8 ’ + 4 0 1 3 6 ’ + 7 0 4 9 . 1 7 ’ + 9 3 4 9 . 1 8 ’ + 6 2 7 2 . 2 3 ’ + 5 5 . 5 7 64’49.82’+1022.59’+35 -Y3-49.78’ +95 2 6 . 4 9 ’ + 3 5 - Y 4 - 4 9 . 9 2 ’ + 2 5 3 0 . 0 9 ’ + 3 5 - Y 4 - 4 9 . 2 0 ’ + 1 0 F C C F C C C C F C C C F F CFFC F C F F F FC C F C F C C F F F F FFFFF F F F N A D 8 3 / 9 5 G R O U N D N A T U R A L 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 . 14-OCT-2014 10:45R:\Roadway\Proj\R-2603_Rdy_psh06.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 SEE SHEET NO. 7 MATCH LINE -L- STA. 50+00 SEE SHEET NO. 5MATCH LINE -L- STA. 36+00 R - 2 6 0 3 6 REVISIO NS10/14/2014 - R/W REVISIO N: ADDED 24’ DRIVEW AY O N PARCEL 38. - M AE09/02/2014 - R/W REVISIO N: ADDED PUE O N PARCEL 31; ADDED PUE AND REVISED TCE O N PARCEL 35. - M AE06/06/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 31. - M AE03/13/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 34. - M AE8" VC8" VC8" VC8" V C 8" VC 8 " V C 8 " V C 8 " VC 8" VC 8 " V C 8 " V C 8 " V C 8" VC 8" VC B M 3 S 6549’34" W N 6 6 0 0 ’ 0 0 " E N 7042’20" E S 2337’40" E N 2353’57" W S 19 34’26" ES 65 5 5 ’ 3 4 " W S 6 5 5 5 ’ 3 4 " W S 19 34’26" E N 6 5 5 5 ’ 3 4 " E S 19 34’26" E N 19 34’26" W S 6 6 0 8 ’ 0 0 " W S 19 37’23" E S 7 0 3 4 ’ 3 4 " W S 2136’28" E N 8 6 0 1’10 " E N 19 37’47" WN 19 37’47" W S 6 5 5 4 ’ 4 5 " W S 8 4 4 5 ’2 7 " W S 19 40’29" E 301.39’ 5 0 . 0 8 ’ 100.00’ 522.82’ 330.04’3 0 1. 16 ’ 15 0 . 0 0 ’ 306.23’ 13 2 . 4 1’ 295.35’ 285.76’ 9 3 . 3 7 ’ 128.77’ 4 9 . 9 2 ’ 330.82’ 6 . 7 2 ’ 2 0 9 .19 ’ 150.26’ 124.77’ 116 . 8 2 ’ 6 0 .3 6 ’ 280.93’ H O O V E R H A Y E S D O N H A Y E S D A N N Y P E N D R Y S U N C R E S T A S S O C I A T E S L L C T R J O H N S O N C R J O H N S O N CHEEKS W A T E R W O R K S I N C LINDA CALL SANFORD CALL JR S A M A R I T A N ’ S P U R S E D B 6 3 7 P G 5 9 7 N O D E E D R E F E R E N C E P B 2 P G 3 0 D B 8 5 7 P G 5 1 6 N O D E E D R E F E R E N C E P B 2 P G 3 0 D B 8 2 9 P G 9 9 DB 650 PG 681 D B 1 0 1 7 P G 4 8 REBAR R E B A R REBAR R E B A R R E B A R A X L E E I P R E B A R REBAREXISTING R/W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W60.00’ 100.00’ NORTH WILKESBORO CITY LIM ITS 20’ PRIVATE EASEMENT 30 3 1 3 2 3 3 3 4 3 5 3 6 3 7 3 8 3 0 " CM P 24" CMP 30" CMP 15" CMP C B C B 48" CMP CB DI 24" RCP42" CM P DI C B C B C B C B 1 5 " C M P C B C B C B 30" CMP 24" CMP 18 " C M P 1 8 " C M P 96" CMP 1 8 " C M P C B C B 12" C MP L O C . O F C U L V U N A B L E T O O B T A I N C B C B CMP 15" CMP84"CM P 15" 1 BARREL5’X6’ CMP18" B S T C O N C W / L T S F L A G P O L E C O N C S B S T SHAVERST DR BST H O U S E B K P U M P CONC B S T W / L T 1 S B K B U S B S T BST B S T F O U N D C O N C B S T B S T C O N C B S T BST B S T L T L T L T LTLT 9 6 " C H L 96"CHL 96"CHL 96"CHL L T L T S C O N C GR L T LTLTLT L T W/LT CONC LT C O N C BST B S T WHITE PINE ST BSTSSW/LTSBSTBST BST B S T W/LTW/LT S CONCCONC C O N C C O N C S CONC C O N C C O N C C O N C C O N C C O N C 18" CMPDI D I D I 1 S B L K B U S 1 S B L K B U S 1 S B L K B U S 1SBLKBUS1SBLKBUS C A N C A N S EOI PIV V A U L T W W P I V 8"CI8"CI 8"CI6"PL2"PL 8 " C I 8 " C I 8"CI 6"CI 6"CI 8 " C I 8 " C I 6 " C I 4"DI 8 " A C UNKNOWNSIZE E O I M E T E R M A S T E R 3 9 D B 8 7 2 P G 4 0 3L E S S I E B R O W N J A M E S B R O W N D B 3 3 7 P G 1 2 4 4 0 N C 2 6 8 E L K I N R D B S T NC 268 ELKIN RD BST - B Y 3 - 4 1 - B Y 4 - 4 5 - B L - G P S R 2 6 0 3 - 2 - B L - 1 3 C MP 3 0 " 50.06’+37.57 50.10’ +87.34 45.37’ +97.32 49.65’ +62.07 49.97’ +25.07 R I T E S H K U M A R D . P A R E L D B 1 1 1 3 P G 5 2 C B C B W O R K S H O P I N C V O C A T I O N A L WIL K E S C O U N T Y DB 551 PG 1102 DB 390 PG 60 27TEXTILES INC NANCY KING18" CMP CB DI 1 8 " C M P 1 5 " C M P 1 5 " C M P 15" C MP - B Y 3 - 4 0 S A M A R I T A N ’ S P U R S E D B 1 1 8 4 P G 4 3 3 40 45 50 2 7 ’ -L- POT Sta. 37+37.1 8 -Y5- POT Sta. 11+00.0 0 = -Y5- POT Sta. 10+00.00 - L - P O T S t a . 4 7 + 9 6 . 0 7 - Y 6 - P O T S t a . 1 2 + 0 0 . 0 0 = 3 7 ’ 50 59’ F-F 59’ F-F 2 5 ’ R 2 5 ’ R 2 5 ’ R 2 5 ’ R 02 02 02 02 032008 -Y5- POT 10+00.00 BEGIN CONSTRUCTION2’-6" C&G2’-6" C&G 2 ’ - 6 " C & G 2 ’ - 6 " C & G 8X18 CURB 8 X 1 8 C U R B 8 X 1 8 C U R B 8X18 CURB 8 X 1 8 C U R B - L - -Y5- - Y 6 - C R C R +14.75 PROP. 5’ CONC. SIDEWALK P R O P . 5 ’ C O N C . S I D E W A L K P R O P . 5 ’ C O N C . S I D E W A L K 030102020 2+60 +06 - Y 6 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 6 - P O T 1 0 + 5 0 . 0 0 B E G I N C O N S T R U C T I O N 0 1 9 0 1 60 1 0 2 + 5 5 + 1 5 (TYP.)25’ 0 0 0 1 0 2 30’36’36’ 3 4 ’ 3 6 ’ 4 2 ’ 2 2 ’ 3 0 ’ 2 4 ’ 25’ 8 X 1 8 C U R B P O T St a. 1 1 + 6 1. 9 8 - D R I V E 2 - P T St a. 1 0 + 9 8. 3 3 - D R I V E 2 - P C St a. 1 0 + 5 9. 5 9 - D R I V E 2 - CRCRCR C R C R C R 2 ’ - 6 " C & G C R C R A A2035 ADT 2015 ADT25,100 19,310-L- NC 268 300 230 -Y5- WHITE PINE ST.25,800 20,010 1,300 1,1601,000 930 A A 2035 ADT 2015 ADT 2 4 , 6 0 0 1 8 , 8 1 0 - L - N C 2 6 8 -Y 6 - S H A V E R S T . 8 0 0 7 3 0 3 0 0 2 3 0 25,100 19,310 1 , 1 0 0 9 6 0 S E E S H E E T 2 B - 4 F O R - Y 5 - & - Y 6 - I N T E R S E C T I O N D E T A I L S S E E S H E E T 3 0 F O R - Y 5 - & - Y 6 - P R O F I L E S S E E S H E E T 2 2 F O R - L - P R O F I L E 2 4 ’ B D O C B C B 2 G I C B C B CB CB 2 G I 2 G I C B C B C B 2 G I 2 G I C B C B JB w/MH CB CB 3GI C B 2 G I C B C B S E E D E T A I L B C 1 C U R B C U T D I T C H S P E C I A L B A C K O F SEE DETAIL BC1 CURB CUT DITCH SPECIAL BACK OF 3:1 2:1 S P E C I A L B A C K O F C U R B C U T D I T C H ( N O T T O S C A L E ) F R O M - L - S T A . 3 4 + 0 0 T O S T A . 3 6 + 9 5 L T F R O M - L - S T A . 4 4 + 0 0 T O S T A . 4 7 + 2 5 L T D E P T H = 1 ’ D E T A I L B C 1 JB w / M H SP E C I A L Co n v . D I T O H W 2 1 S Y G E O T E X T I L E E S T . 8 T O N S C L A S S ’ B ’ R I P R A P 3 G I 2GI24" RCP-III24" RCP-III 15"48" RCP-III48" RCP-III 15" 15" RCP-III 1 5 " R C P - I I I 15" 1 5 " 15" 15"15" RCP-III 15" 15" 1 5 " R C P - I I I 1 8 " R C P - I I I 1 8" 0 6 3 5 0 6 3 6 0 6 3 7 0 6 4 0 0 6 4 2 0 6 4 1 0 6 3 1 0 6 3 2 0 6 2 9 0 6 3 0 0 6 2 8 0 6 2 7 0 6 2 6 0 6 2 5 0 6 1 6 0 6 2 3 0 6 2 2 0 6 2 1 0 6 2 0 0 6 1 5 0 6 1 9 0 6 1 2 0 6 1 3 0 6 1 4 0606 0605 06040607060806020601 B D O 0 6 3 8 30" 15" 15" 3 0 " RC P- III 30" RCP-III - L - S T A 4 9 + 0 7 t o 5 0 + 0 0 - L - S T A 4 8 + 4 0 t o 4 8 + 8 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H C B 0 6 2 4 15 " RC P - I I I 0 6 3 9 0 6 4 3 060348" RCP-III 48" RCP-IIIRCP-III 48" T B D I C B C B 0 6 1 7 0 6 1 8 R E M O V E R E M O V E R E M O V E R E T A I N R E M O V E R E T A I N R C P - I I I 1 8 " R C P - I I I 1 8 " 18 " RC P- III HW E X I S T . RA I S E & 1 2 " R C P R E M O V E D I 1 5 " R C P - I I I 30" w / M H J B R E M O V E R E M O V E RETAIN RETAIN RE T A I N R E M O V E REMOVE REMOVE REMOVE EXISTING DI & PIPE (PIPE OULET UNKNOW N ) R E M O V E 84" CMP48" CMP DI D I D I 1 5 " R C P - I I I 3 0 " R C P - I I I R C P-III 3 0 " REMOVE O F E X . 3 0 " R E M O V E 6 ’ 8 8 ’ 5 6 ’ 4 9 . 9 5 ’ + 4 0 6 5 ’ + 0 0 6 0 ’ 4 5 . 8 5 ’ + 1 5 5 7 ’ + 2 5 6 0 ’ 4 5 . 6 5 ’ + 6 5 6 0 ’ 4 4 . 9 5 ’ + 1 5 5 6 ’ + 5 5 7 5 ’ + 0 0 6 1 ’ 5 6 ’ 4 9 . 7 7 ’ + 1 5 6 1 ’ 5 6 ’ 4 9 . 7 9 ’ + 3 6 6 0 ’ 5 6 ’ 4 9 . 7 0 ’ + 2 0 6 0 ’ 5 6 ’ 4 9 . 6 7 ’ + 9 0 5 6 ’ + 1 5 5 6 ’ + 8 5 5 0 . 7 2 ’ + 4 3 7 0 ’ 4 6 . 9 8 ’ + 7 0 7 0 ’ 4 6 . 5 3 ’ + 0 2 7 0 ’ 4 9 . 0 2 ’ + 3 5 5 7 ’ + 9 7 7 0 ’ 5 7 ’ 4 9 . 0 3 ’ + 6 4 58’+8050.22’+05 32.63’+14.9248.91’+35.11 4 9 . 7 4 ’ + 7 2 5 6 ’ 5 0 ’ + 3 5 5 2 ’ 4 0 . 9 9 ’ + 4 0 - Y 6 - 5 5 ’ + 3 0 . 2 6 - Y 6 - 3 1 . 4 6 ’ + 8 5 - Y 6 - SIGN DISTURB DO NOT60’+87 27.64’+00 -Y5- 5 6 ’ + 7 2 8 8 ’ 6 6 ’ 4 9 . 9 2 ’ + 9 8 7 0 ’ + 5 0 7 5 ’ 6 0 ’ 4 4 . 7 7 ’ + 3 5 6 0 ’ 4 5 . 4 4 ’ + 8 5 7 5 ’ 6 0 ’ 4 4 . 9 0 ’ + 4 5 48.85’ +90 27.12’+30 -Y5-32.88’+30 -Y5-48.88’+85 3 1 . 5 8 ’ + 1 5 - Y 6 - 4 7 . 4 0 ’ + 3 0 4 0 . 9 2 ’ + 2 5 - Y 6 - 4 9 . 0 9 ’ + 5 5 4 8 . 8 6 ’ + 3 5 7 8 ’ 4 8 . 5 9 ’ + 5 5 7 8 ’ 4 8 . 3 8 ’ + 7 0 F FCFC C F F C CF CFF F C F C C F F C F F F F F F F F CF N A D 8 3 / 9 5 S l o p e F i l l G R O U N D N A T U R A L S L O P E FI L L G E O T E X T I L E G e o t e x t i l e G r o u n d N a t u r a l F i l l S l o p e P r o p o s e d G E O T E X T I L E B a c k f i l l E x i s t . C h a n n e l 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 . 14-OCT-2014 10:45R:\Roadway\Proj\R-2603_Rdy_psh07.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 R - 2 6 0 3 7 SEE SH EE T NO. 8 M ATCH LINE -L- STA. 64+00 SEE SHEET NO. 6MATCH LINE -L- STA. 50+00REVISIO NS10/14/2014 - R/W REVISIO N: REVISED EXISTING R/W LIM ITS, REM O VED PRO PO SED R/W , AND REVISED DUE O N PARCEL 43. -M AE PARCELS 39Z AND 47Z. - M AE09/02/2014 - R/W REVISIO N: ADDED PUE AND REVISED TCE O N PARCELS 39 & 143; REM O VED PDE, ADDED DUE, AND REVISED PUE O N PARCEL 44; REVISED PUE O N PARCEL 47 AND CREATED 03/13/2014 - R/W REVISIO N: CHANGED 24’ DRIVES TO 36’ DRIVES O N PARCELS 40 & 41; UPDATED PRO PERTY O W NER NAM ES AND DEED REFERENCES O N PARCELS 48 & 142. - M AE08/07/2013 - R/W REVISIO N: ADDED SEPTIC TANK AND LINES O N PARCEL 143. - KNW8" PLASTIC 8 " P L A S T IC 8 " P L A S T IC 8 " P L A S T I C 8 " P L A S T I C B M 4 S 24 21’42" W S 7212’09" E N 3 6 0 4 ’ 2 5 " E N 6759’35" W N 6759’35" W N 5701’09" EN 5701’09" EN 5640’32" E S 5 7 2 3 ’0 0 " W S 5 7 2 3 ’0 0 " WS 5 7 2 3 ’0 0 " W N 27 36’26" W N 22 08 ’26 " W N 5 4 4 5 ’3 1" E N 32 37’00" W N 32 37’00" WN 32 37’00" W N 5 7 2 3 ’0 0 " E S 5 7 2 5 ’2 5 " W N 23 02’25" E N 5038’35" W S 5034’16" E N 8352’10" E N 7524’06" ES 7534’06" W N 7535’06" E N 8056’06" E S 20 42’54" ES 20 40’28" E N 33 50’43" W N 0 4 3 1’ 5 4" W N 7 2 2 9 ’4 6 " E S 0 4 0 0’ 5 2" E S 80 29’22" W S 7 2 15 ’12 " W S 7 2 15 ’12 " W N 23 00 ’18" W N 2300 ’18" W N 5 8 2 6 ’4 0 " E N 32 37’00" W N 32 37’00" W 110.00’ 131.46’ 2 0 8. 9 7 ’ 138.60’ 110.40’ 181.51’181.06’180.68’ 17 8 .9 6 ’ 17 9 .2 8 ’ 17 7 .8 3 ’ 7 1.4 3 ’ 6.05’ 56 .14 ’ 2 1 9 . 1 4 ’ 75.30’ 75.30’ 63.09’ 19.81’ 104.60’ 17 5 .0 0 ’ 3 6 4 .9 8 ’ 108.64’ 54.39’ 92.20’ 103.33’247.24’56.00’383.18’ 1.44’ 81.41’ 3 9. 7 2’ 6 3 .16 ’ 5 8. 9 9’ 178.98’ 12 2 .7 7 ’ 4 3 .8 6 ’ 264 .05 ’ 57 .81’ JIMMY CHURCHDB 675 PG 222AXLE S P I K E R E B A R R E B A R R E B A R R E B A R E I P E I P EIP EIP S P I K E N A I L 191.97’ E A S E M E N T D R A I N A G E P E R M A N E N T EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W E XISTIN G R/ W E XISTIN G R/ W E X I S T IN G R / W E X I S T I N G R/ W E XI S T I N G R/ W100.00’ N O RT H WIL KES B O R O CIT Y LI MITS NORTH WILKESBORO CITY LIMITSNORTH WILKESBORO CITY LIMITS N O R T H WIL K E S B O R O C IT Y L IM IT S NORTH WILKESBORO CITY LIM IT S 39141 E X IS T ING R / W E X IS T IN G R / W 359.07’ 18" C MP 18 " C MP 18" CMP 18" CMP HW CMP15" W / L T W / L T W/ L T B S T 7 2 " C H L & 2 S B W W/ L T B S T SOIL 72"CHL&2SBW 48"CHL 48"C HL 72"CHL 1 S B K D WD RAIL C O N C SOIL W / L T B S T B S T G R G R G R G R 1 S F D W / L T 48"WD W ALL C O N C 1S B K B U S B S T B S T W/LT C O N C W / L T B S T C ONC 72"CHL CONC CONC BST BSTSBST BSTBST1SBKBUSCONCCONC CONCBSTBST BSTCONC SR 1979 LEGION DR BST BST 2SBLKD12"WD12"WD36"CHLS1SBKD CON C CONC G R C O N C 1SBKD 4 8 "C O N C WA L L 1SBKD 1 S F D C ON C C O N C 60"CHL 1 S B K D B S T B S T G R MTLMTLMTL L T W / L T S C O N C 7 2 " C H L & 2 S B W S DI 1 S F B U S 1 S B L K B U S 1 S B L K B U S 2 S B L K B U S 1SBLKBUS 1SFBUS CAN 12" CMP 3 6 " B K W A L L 48"C HL 72"C HL &3S B W 72"CHL&3SBW S B S T S 4"CURBT T T T T PIV 8 " A C A A T U R 6"CI 8 "A C 8"AC 6"AC 6"AC 6 "AC 6" A C 2"GALV 8 " P V C 6"CI 8 " A C 8 " A C 6"AC 18’ BST W F GADDY RDSR 1980 20’ BST SR 1971 F AIRPLAINS R D N C 2 6 8 E LKIN R D B S T - B Y 4 - 4 2 - B Y 5 - 4 6 - B Y 5 - 4 7 -BY4-4 4 - B L - 1 5 - B Y 5 - 4 8 -BL-14 LESSIE BROWN JAMES BROWNDB 337 PG 124 40TERRY BROWNDB 637 PG 332 41 AKG INCDB 743 PG 39 42 B R U S H Y M O U N T A I N B A P T I S T A S S O C I A T I O N I N C D B 9 0 8 P G 1 5 9 4 3 D O U G L A S H I N C H E R D B 5 7 4 P G 3 9 4 4 4 MICHEAL WARRENDB 89 PG 90 138 R A Y M O N D B L E V I N S D B 2 9 2 P G 9 0 1 3 9 B L A N C H G R E G O R Y D B 5 8 0 P G 6 6 8 1 4 0 1 4 2 - B Y 4 - 4 3 L E S S I E B R O W N J A M E S B R O W N D B 6 3 2 P G 2 8 6 D B 3 3 7 P G 1 2 2 D B 3 6 2 P G 5 1 6 4 5 GWYN KILBYDB 1106 PG 461 143 D E N N I S W H I T T I N G T O N D B 1 0 4 5 P G 1 6 2 4 7 J A N K E R L E Y D O U G K E R L E Y D B 1 0 0 9 P G 3 7 5 1 4 5 SARAH PIERCE CURLEY PIERCE DB 559 PG 259 144 108" CMP 2 4 " C M P 84" CMP 4 6 T E R R Y B R O W N J R D B 8 0 9 P G 1 8 1 E A S E M E N T D R A I N A G E P E R M A N E N T 52.13’+77.30 18.28 ’ +80.8 0 18 .4 7 ’ + 0 6 .14 3 2 .5 0 ’ + 9 6 .6 4 6 2 . 2 2 ’ + 9 8 . 7 8 6 6. 8 1’ + 3 0 . 8 3 SEPTIC TANKSEPTIC LINES H A R V E Y L E D F O R D D B 1 1 4 7 P G 4 0 0 W I L L I A M R . L O W E D B 1 1 4 7 P G 2 6 1 4 8 B I L L Y B L E V I N S S R D B 1 0 7 2 P G 1 8 1 D B 9 3 6 P G 3 4 3 D B 1 0 1 3 P G 3 8 4 9 7’x7’ RCBC CMP 108" WORKSHOP INC VOCATIONAL WILKES COUNTYDB 872 PG 403 15" CMP 15 " C MP 1 5 " C M P CMP108" 39Z 4 7 Z 3. 2 2 ’ 9 7. 5 2 ’ N 15 0 0 ’0 8 " W U S T U S T UST U S T U S T U S T U S T 50 55 60 50 F-F 28.75’ 59’ F-F59’ F-F59’ F-F F-F 28.75’ 0100010 30 4 0 2 0 4 03 02 0 1 0 0 0 1 0 2 0 4 0 2 02 0 2 F-F 28.75’+25 - Y7 - P OT S ta . 10 + 0 0 .0 0 -Y7- PC Sta. 13+23.25-Y7- PT Sta. 12+55.75 - Y7 - P C S ta . 11+ 5 5 .4 5 P I S t a 5 6 + 5 2 . 5 2 DL = 8 8 6 . 8 9 ’ T = 4 5 4 . 4 4 ’ R = 1 , 6 5 0 . 0 0 ’ V = 5 0 m p h S E = 0 . 0 4 - L - 0 0 3 0 4 8 0 4 0 0 0 1 0 2 0 2 0 3 0 1 0 0 01 02 0 20 1 - Y 8 - P O C 1 2 + 5 5 . 0 0 B E G I N C O N S T R U C T I O N F-F 40.00’ F-F 40.75’+00 42.00’+57.15 F-F C O N C . I S L A N D . P R O . M O N O . C O N C. I S L A N D. P R O. M O N O. 1’ - 6 " C & G 1’ - 6 " C & G 2 ’- 9 " C & G 1’- 6 " C & G 2’-6" C&G 2’-6" C&G 2 ’- 6 " C & G 2 ’- 6 " C & G C A T - 1 8 X 1 8 C U R B - L - -Y7- - Y8- C R C R C R C R CR CR CRCRCRCR+14.7550’ (TYP.) 5 0 ’ ( T Y P.) +18.30 PROP. 5’ CONC. SIDEWALK PROP. 5’ CONC. SIDEWALK P R O P. 5 ’ C O N C. S I D E W A L K 6 2 + 1 9 . 5 1 - 6 2 + 4 2 . 2 4 T O 2 ’ - 9 " C & G T R A N S I T I O N 1 ’ - 6 " C & G - Y 7 - P O T 1 1 + 0 0 . 0 0 B E G I N C O N S T R U C T I O N 1 0 0 ’ T A P E R 1 0 0 ’ T A P E R 1 0 0 ’ T A P E R 5 0 0 ’ T R AN S IT ION P I S t a 1 3 + 7 9 . 9 2 DL = 9 3 . 2 2 ’ T = 5 6 . 6 8 ’ R = 6 5 . 0 0 ’ P I S t a 1 2 + 2 1 . 8 3 L = 1 0 0 . 3 0 ’ T = 6 6 . 3 8 ’ R = 6 0 . 0 0 ’ - Y 7 - V = S T O P C O N D I T I O N S E = 0 . 0 2 S E = 0 . 0 2 V < 1 5 m p h D 14’14’12’12’ 36’36’24’ 2 4 ’ 2 4 ’ 2 4 ’ 3 0 ’ 2 4 ’ 3 0 ’ 2 4 ’ 4 0 ’ 8 X 1 8 C U R B 8 X 1 8 C U R B POT Sta. 11+61.98 -DRIVE2-PT Sta. 10+98.33 -DRIVE2-PC Sta. 10+59.59 -DRIVE2- - Y 8 - P T S t a . 1 4 + 3 3 . 6 9 - Y 8 - P C C S t a . 1 1 + 7 4 . 0 5 - Y 8 - P C S t a . 1 0 + 7 7 . 5 4 - Y 8 - P O T S t a . 1 0 + 0 0 . 0 0 02 02 02 - Y 8 - V = S T O P C O N D I T I O N P I S t a 1 1 + 2 5 . 8 2 L = 9 6 . 5 1 ’ T = 4 8 . 2 8 ’ R = 1 , 3 3 3 . 7 6 ’ P I S t a 1 3 + 1 4 . 7 6 DL = 2 5 9 . 6 4 ’ T = 1 4 0 . 7 0 ’ R = 2 7 1 . 5 5 ’ S E = S E E P L A N S D S I D E W A L K P R O P. 5 ’ C O N C. ( W W ) F E N C E B E G I N ( W W ) F E N C E E N D +05 +05 +90 (T YP.)15’ 0 3 0 4 0 5 06 06 0 2 02 (T Y P .) 3 0 ’ + 4 0 G R A U 3 5 0 T L - 3 24,600 18,810A A2035 ADT 2015 ADT 24,400 18,610-L- NC 268 200 200<100 <100 LEGION DR.-Y7- SR 1979200200 A A 2 3 , 3 0 0 1 7 , 8 0 0 - L- N C 2 6 8 4 0 0 3 3 0 2 0 3 5 A D T 2 0 1 5 A D T F A I R P L A I N S R D . - Y 8 - S R 1 9 7 1 2 4 , 4 0 0 1 8 , 6 1 0 1 , 9 0 0 1 , 4 7 0 1 , 5 0 0 1 , 1 4 0 1 0 0 1 0 0 1 0 0 1 0 0 A A < 1 0 0 < 1 0 0 1 , 8 0 0 1 , 3 7 0 W F G A D D Y R D . S R 1 9 8 0 PI Sta 10+80.26DL = 38.74’T = 20.66’R = 45.00’-DRIVE2- - Y 8 - P O T S t a . 1 4 + 8 9 . 0 5 - L - P T S t a . 6 0 + 8 4 . 9 7 = -L- PC Sta. 51+98.08-L- POC Sta. 52+05.00 -Y7- POT Sta. 14+47.69=-Y7- PT Sta. 14+16.47 8X18 CURB 8X18 CURB 8X18 CURB 8 X 1 8 C U R B Sta. 13+73.85 -Y7- POC Sta. 10+00.00=-DRIVE2- POT S E E S H E E T 2 B - 4 F O R - Y 7 - & - Y 8 - I N T E R S E C T I O N D E T A I L S S E E S H E E T 3 5 F O R - D R I V E 2 - P R O F I L E S E E S H E E T 3 0 F O R - Y 7 - & - Y 8 - P R O F I L E S S E E S H E E T 2 2 F O R - L - P R O F I L E +00 F-F 21.5’ C B - L - S T A 5 2 + 8 9 t o 5 4 + 4 9 L T S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H CB C B C B C B C B C B C B C B D I 2 G I 2 G I 2 G I 2 G I 2 G I 2GI CB15" RCP-III 15" RCP-III 15" RCP-III 1 5 " 1 5 " 15" RCP-III 15" 15" RCP-III 15 " RC P- III 1 5 " R C P - I I I 15"15" RCP-III 15 " R C P - I I I 0 7 3 1 0 7 3 0 0 7 1 9 0 7 2 0 0 7 1 5 0 7 2 1 0 7 2 2 0 7 1 6 0 7 0 9 0 7 1 0 0 7 1 1 0 7 0 8 0 7 0 7 0704 07020701 0 7 1 2 0 7 0 5 0 7 1 3 0 7 1 4 0706 0703 -L- STA 49+07 to 50+00 -L- STA 48+40 to 48+80 SEE RDWY STD. 240.01 BERM DITCH 0 7 2 7 0 7 2 8 L A T E R A L ’ V ’ D I T C H ( N o t t o S c a l e ) D 2:1 2:1 b 1 " / F t . F R O M - Y 8 - S T A . 1 2 + 5 9 T O S T A . 1 3 + 3 3 L T b = 2 F t . M i n . D = 0 . 5 F t . D E T A I L L 1 G r o u n d N a t u r a l 0 7 3 2 0 7 3 3 C B C B 15" R CP-III 1 8 " C S P 1 5 " C S P E S T 8 5 C Y B A C K F I L L E X I S T I N G C H A N N E L 1 5 " R C P - III 2GI2GI E S T 3 2 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H REMOVETO R/W REMOVE R E M O V E R E M O V E RETAIN R E M O V E 1 5 " 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 1 4 6 S Y G E O T E X T I L E E S T . 5 0 T O N S S E E D E T A I L C C 1 W / C L A S S I I R I P R A P P E R M A N E N T C H A N N E L C H A N G E ( N o t t o S c a l e ) T O E P R O T E C T I O N d F L A TT E R 2:1 O R F R O M S T A . 5 7 + 7 0 T O S T A . 5 9 + 4 5 R T D E T A I L T P 1 T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p d = 1 F t . 1 5 " 1 5 " R C P - III 1 5 " R C P - III PLUG 18" @R/W P H A S I N G D U R I N G C U L V E R T R E M O V E 8 4 " & 1 0 8 " C M P E S T . 5 2 C Y w / F L O W A B L E F I L L F I L L 1 0 8 " C M P ( 2 2 ’ ) E S T . 2 9 5 C Y w / F L O W A B L E F I L L F I L L 1 0 8 " C M P ( 1 2 5 ’ ) E S T . 1 7 3 C Y w / F L O W A B L E F I L L F I L L 7 ’ x 7 ’ R C B C ( 9 5 ’ ) D I 1 5 " C S P 1 5 " R C P - III D E T A I L A A 1 G r o u n d N a t u r a l G r o u n d N a t u r a l C L A S S I I R I P R A P A T O U T L E T B = v a r i e s 8 t o 1 1 F t . 2:1 2:1 ( N o t t o S c a l e ) B - L - S T A . 5 9 + 5 7 ( 1 1 5 ’ t o 1 3 5 ’ R T ) 2:1 d D ( N o t t o S c a l e ) B C H A N N E L C H A N G E G r o u n d N a t u r a l D E T A I L C C 1 T y p e o f L i n e r = C l a s s I I R i p R a p 2:1 B = 5 F t . M a x . d = 4 F t . M i n . D = 4 F t . F R O M - L - S T A . 5 9 + 6 6 ( 2 7 3 ’ L T ) T O - L - S T A . 5 9 + 6 4 ( 2 3 2 ’ L T ) S E E D E T A I L A A 1 1 6 S Y G E O T E X T I L E E S T 9 T O N S P L A C E O N B A N K S O N L Y C L A S S I I R I P R A P S E E D E T A I L A A 1 2 2 S Y G E O T E X T I L E E S T 1 3 T O N S P L A C E O N B A N K S O N L Y C L A S S I I R I P R A P 2 0 2 S Y G E O T E X T I L E E S T . 5 1 T O N S C L B S E E D E T A I L T P 1 T O E P R O T E C T I O N 6 5 ’ + 7 5 63’57.06’+90 58’+60 9 0 ’ + 2 6 . 1 2 7 0 ’ + 6 5 25’+3080’+9061’55.64’+50 35’+05 -Y7- 8 2 ’ 6 6 . 6 1 ’ + 9 0 135’+8062.83’+1570’63’+05 8 5 ’ + 2 5 . 5 2 1 3 0 ’ + 4 5 1 2 7 ’ + 0 1 8 5 ’ + 4 5 2 8 7 ’ + 8 9 2 9 5 ’ + 4 0 2 5 0 ’ + 1 5 8 5 ’ + 0 0 6 8 . 9 5 ’ + 7 0 8 9 . 6 4 ’ + 5 0 1 8 0 ’ + 2 5 6 7 . 5 1 ’ + 6 4 . 3 4 8 2 . 4 5 ’ + 6 8 . 0 8 1 5 8 ’ + 8 6 9 0 . 1 1 ’ + 3 5 . 4 3 1 6 8 ’ + 4 3 2 0 5 ’ + 6 0 2 0 0 ’ + 8 0 8 3 . 7 6 ’ + 2 2 . 4 4 6 8 . 9 7 ’ + 1 8 . 6 2 1 3 9 . 5 5 ’ + 8 5 7 7 ’ 7 0 ’ 6 3 ’ + 0 5 6 3 ’ + 0 5 7 7 ’ 7 0 ’ 6 3 ’ + 4 0 129’+46 -Y7-145’+54 -Y7-85’-Y7- +57.45 105’+66.56 -Y7-60.93’+2580’+45 1 1 2 ’ + 5 0 9 5 ’ 8 3 ’ + 4 3 9 5 ’ + 7 1 . 6 4 9 7 ’ 8 6 ’ + 8 7 9 7 ’ 8 7 ’ + 7 7 8 2 ’ 7 1 ’ 6 6 . 7 3 ’ + 1 5 7 0 ’ + 6 0 . 3 7 60.07’+7530’+73.19 -Y7-30’+23.25 -Y7-25’ +55.75 -Y7-25’+55.45 -Y7-25’ 18.27’+00 -Y7- 6 3 ’ + 1 6 . 3 5 5 5 ’ + 3 4 . 1 4 7 5 ’ + 3 5 . 6 8 6 8 . 3 3 ’ + 5 0 1 1 2 ’ + 8 4 . 9 7 6 3 ’ + 2 5 7 5 ’ + 3 0 3 0 ’ + 8 5 . 0 0 - Y 8 - 3 0 ’ + 8 4 . 4 5 - Y 8 - 1 2 3 ’ + 3 7 . 2 2 6 5 . 9 4 ’ + 5 5 4 0 ’ + 4 5 2 5 ’ 1 9 . 5 4 ’ + 5 5 - Y 8 - 7 5 ’ 6 5 ’ 6 2 . 0 9 ’ + 7 5 F F C F F F CFC C F F C FC F C F F F F F C F F F F CCC N AD 83/ 95 S l o p e F i l l 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 . 14-OCT-2014 10:45R:\Roadway\Proj\R-2603_Rdy_psh08.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 SEE SHEET NO . 9 MATCH L INE -L - STA . 78+00 R - 2 6 0 3 8 SEE SHEET NO. 7MATCH LINE -L- STA. 64+00REVISIO NS10/14/2014 - R/W REVISIO N: REVISED EXISTING R/W LIM ITS O N PARCEL 51. - M AE09/02/2014 - R/W REVISIO N: REVISED PUE O N PARCELS 50 & 52; ADDED PUE O N PARCELS 49, 54, 55A, & 55; REM O VED TCE O N PARCELS 55A & 55 AND CREATED PARCEL 54Z. - M AE06/06/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 51. - M AE REFERENCES O N PARCELS 54, 55, 55A, & 57. - M AE PARCELS 49 & 53 INTO O NE PARCEL DENO TED AS PARCEL 49; SUBDIVIDED PARCEL 55 INTO 55 & 55A, UPDATED PRO PERTY O W NER NAM ES AND DEED03/13/2014 - R/W REVISIO N: ADDED BUILDING EXTENSIO N, CHANGED 30’ DRIVES TO 36’ DRIVES AND ADDED A 36’ DRIVE O N PARCEL 49; ADDED A 20’ DRIVE O N PARCEL 52; CO M BINED8" PLASTIC 8" PLASTIC 8 " P L A S T I C 8 " P L A S T I C 8 " P L A S T IC 8 " P L A S T IC N 3828’09" E S 5052’24" E S 28 42’56" E S 28 27’57" E N 5 4 3 6 ’2 7 " E N 28 42’16" W N 3 8 4 2 ’ 5 2 " E N 3 8 2 4 ’ 2 8 " E S 8945’32" E S 28 19’34" E S 5 3 12 ’2 8 " W S 3630’42" W N 5150’18" WS 1111’54" WS 5210’44" WS 6640’35" W S 5 0 3 4 ’ 3 9 " W N 2 1 4 3 ’3 2 " W N 2 5 4 5’4 2" E N 1501’47" E N 11 4 3’ 3 7" W N 18 5 1’0 0 " W N 8646’47" E S 29 08’59" E 349.01’ 180.47’ 208 .17’ 1.18’ 299 .83’ 112 .6 6 ’ 300 .92’ 13 4 . 2 3 ’ 2 5 . 15 ’ 251.40’ 389 .30’ 2 0 1. 5 5 ’ 659.00’315.88’36.46’79.22’98.95’ 1 2 1 . 6 2 ’ 7 3 0 . 7 4 ’ 30.29’ 2 2 5. 8 1’ 2 3 8. 4 6 ’ 111.66’ 118 .37’ W I L K E S C O U N T Y F A R M B U R E A U I N C B I L L Y B L E V I N S S R D B 6 2 0 P G 8 7 3 D B 1 0 7 2 P G 1 8 1 D B 9 3 6 P G 3 4 3 D B 1 0 1 3 P G 3 8 R / W MO N E I P R E B A R EXISTING R/W E X IS T IN G R / W E X I S T I N G R / W NORTH WILKESBORO CITY LIMITSNORTH WILKESBORO C I T Y L I MI T S N O R T H WI L K E S B O R O CI T Y LI MI T S 10 0’ D U K E PO W ER E A SEM E N T 385.00’ 5 2 100.00’ E X IS T ING R / W E X I S T I N G R / W E X I S T I N G R / W 24" HDPE 24" HDPE 18" CMP 18" CMP DIR 15" CMP15" CMP DIR 12" CMP15" CMP D I D I DI DI D I W / L T S B S T 15 "C MP C O N C BST W / L T W / L T GR W / L T W / L T BST B S T 1 S B K B U S W / L T S G R WD R A IL C O N C B S T C O N C 72"CHL&3SBW 72"CHL CONC B S T W/LT W / L T W/LT72"CHL72"CHL BSTW/LT 1 S F D B S T BSTBST72"CHL 2SBW N C 2 6 8 E LKIN R D 2 2 ’ B S T S GR S S WD RAIL BST WD R A IL 1SMTLBU S 1SBLKBUS 1SBLKBUS 1SBLKBUS 12 " H D P E 15 " C M P 1 5 " C M P 1 5 " C M P S T 8 " A C A A T U R 8 "A C A A T U R 8"PVC 8 "P V C 8 "A C -BY5-46 - B L - 1 6 - B L - 1 7 BILLY BLEVINS SRDB 1072 PG 181DB 936 PG 343DB 1013 PG 38 49DENNIS WHITTINGTONDB 1045 PG 162 47BILLY BLEV I N S S R DB 1063 P G 2 0 2 50 T Y R E B I L L I N G S P A T R I C I A B I L L I N G S D B 6 1 1 P G 1 3 3 5 6 5 4 5 5 S I L T P O N D 32.21’+31.00 72 .48’ +10 .38 73 .15’ +72 .10 2 8 .7 4 ’ + 4 6 . 8 6 4 9 C A R L M . B Y R D D B 1 1 6 0 P G 1 2 4 N 2832’32" W 297 .59’ 5 5 A B IL L Y R A Y H O L L A N D D B 116 8 P G 8 4 WIL L IA M E U G E N E H O L L A N D D B 117 6 P G 18 3 5 7 T R A V I S J A M E S M A T H I S D B 1 1 3 6 P G 2 6 5 12 " HDP E I N F U S I O N P O I N T S , L L C D B 1 1 7 6 P G 3 6 4 5 1 5 4 Z 65 70 75 - L - P I S t a 7 3 + 8 5 . 6 0 DL = 1 , 5 3 6 . 9 4 ’ T = 7 8 7 . 3 8 ’ R = 2 , 8 7 0 . 0 0 ’ V = 5 0 m p h S E = 0 . 0 3 -L- PC Sta. 65+98.22 F-F F -F 28 .75 ’ F -F 30 .00 ’ 20 .25 ’ F -F 0 3 0 3 0102 00 01 020 2 030 20 3 30.00’+98.22 S E E S H E E T 2 3 F O R - L - P R O F I L E 5 0 ’ R 5 ’ R F-F 28.75’ +00 F-F42.00’ 2 ’ R 2 ’ R 2 . 5 ’ R 15 ’ R 5 . 5 0 + 5 0 F - F 1 2 . 2 5 ’ + 5 0 F - F 1 2 . 2 5 ’ + 7 8 +75 F-F 30.00’ +29.75 1’-6" C&G 2 ’ - 9 " C & G 1’- 6 " C &G 2 ’- 9 " C&G 2’-6" C&G2’-6" C&G2’-6" C&G 2 ’- 6 " C&G 2 ’- 6 " C&G G R A U 3 5 0 T L - 3 8 X 1 8 C U R B - L - 2’-9" C&G50’ (TYP.) +95.14 87.64 +31.54 6 . 7 5 + 4 5 . 0 4 PROP. 5’ CONC. SIDEWALK PROP. 5’ CONC. SIDEWALK P R OP . 5 ’ CONC. S ID E WALK P R OP . 5 ’ CONC. S IDE WALK 14’14’12’12’12’ 14’ 14’12’ 12’ 36’ 3 6 ’ 2 4 ’ 3 0 ’ 2 6 ’ 2 0 ’ 2 0 ’ 2 0 ’ 3 9 ’ 100’ TAPER 8X18 CURB 8X18 CURB 8 X 18 CU R B 8 X 18 C UR B C O N C . I S L A N D . P R O . M O N O . ( W W ) F E N C E E N D 1 5 0 ’ T A P E R ( W W ) F E N C E B E G I N 3 6 ’ 2 0 ’ C B B D O J B w / M H D I D I D I B D O C B C B C B C B C B C B CBCBCBCBCB 2GI 2GI 2GI2GI 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P 7 SY GEOTEXTILE EST. 2 TONS CLASS ’B’ RIP RAP - L - S T A 7 2 + 5 5 t o 7 3 + 1 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H - L - S T A 7 0 + 9 0 t o 7 2 + 5 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H - L - S T A 7 0 + 3 0 t o 7 0 + 8 5 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H LATERAL ’V’ DITCH( Not to Scale)D 2:12:1 b1"/Ft.FROM -L- STA. 74+85 TO STA. 77+ 0 0 R T FROM -L- STA. 73+10 TO STA. 78+0 0 L T b= 2 Ft.Min. D=0.5 F t . DETAIL L1GroundNatural15"15" 24" RCP-III 2 4 " RC P-III 2 4 " RC P - III 2 4 " RC P-III 2 4 " RC P-III 18 " 18 " 15" RCP-III 15" 15" 18" RCP-III 18" RCP-III 3 G I 3 G I 0807 0806080908100812 0 8 2 0 0 8 2 1 0 8 2 5 0 8 2 9 E X 0 8 E X 0 6 0 8 2 2 0811 0 8 2 6 0 8 2 7 0 8 3 1 0 8 2 8 0 8 3 3 0 8 4 2 0 8 3 6 0 8 3 7 0 8 3 5 0 8 4 4 0 8 4 5 0816 0815 08080805 0 8 3 0 0 8 3 4 0 8 1 9 0 8 3 2 0 8 4 1 18" RCP-III 1 8 " R C P - I I I 1 5 " 080215" RCP-III 15" RCP-III EST 14 CY DDE SEE DETAIL T1 TAIL BASE DITCH E S T 1 8 C Y D D E S E E D E T A I L T 1 T A I L B A S E D I T C H E S T 7 1 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H E S T 9 7 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H RET A I N RE T A I N R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E REMOVE R E M O V E 15" RCP-III 15"18" RCP-III RCP-III 15"RE T A I N 1 8 " 1 5 " R C P - I I I 1 5 " J B w / M H 2 4 " 0 8 4 3 15" RCP-III CB O F E X . 1 5 " R E M O V E 2 8 ’ O F E X . 1 8 " R E M O V E 2 8 ’ O F E X . 2 4 " R E M O V E 9 2 ’ RCP-III 24" 2 4" RC P-III B 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H F R O M - L - S T A . 7 0 + 8 7 ( 5 8 ’ R T ) T O 7 0 + 9 4 ( 8 7 ’ R T ) F R O M - L - S T A . 6 5 + 2 7 ( 6 0 ’ R T ) T O 6 5 + 2 5 ( 8 6 ’ R T ) D E T A I L T 1 B = 2 F t . M i n . D = 1 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l E S T 1 4 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H E S T 4 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H E S T 1 4 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H 9 4 ’ + 8 0 7 0 ’ + 7 8 1 0 4 ’ + 2 0 8 4 ’ + 2 5 8 0 ’ + 5 0 . 1 3 8 4 ’ 7 5 ’ 6 9 . 4 8 ’ + 7 0 83’75’68.85’+5871’+0578’72’67.79’+3079’74’68.43’+7085’+98.22 8 5 ’ + 7 9 . 2 5 100’85’70’+4585’+72131’+90 100’85’70’+10 85’+57137’+52 9 5 ’ 8 5 ’ 7 0 ’ + 1 5 9 5 ’ 8 5 ’ 7 0 ’ + 7 5 8 5 ’ + 5 0 1 3 0 ’ + 8 0 8 5 ’ + 3 0 1 0 8 ’ + 3 8 8 7 ’ + 4 5 7 0 ’ + 2 0 7 5 . 7 7 ’ + 2 0 1 6 5 ’ + 5 0 1 7 0 ’ + 7 5 1 0 3 . 2 3 ’ + 5 6 1 3 0 ’ + 7 3 7 0 ’ + 5 6 7 7 .8 7 ’ + 5 5 .2 9 8 3 ’ 7 5 ’ 68.9 4 ’ +7 5 9 8 ’ 8 5 ’ + 6 2 9 8 ’ 8 5 ’ + 7 4 8 5 ’ + 1 2 8 9 ’ + 2 4 9 2 ’ + 1 5 8 5 ’ + 2 3 7 2 . 7 6 ’ + 5 8 2 3 0 ’ + 0 6 2 2 2 ’ + 3 3 8 9 ’ + 9 9 8 9 ’ + 2 5 8 4 ’ 7 5 ’ 6 9 . 9 5 ’ + 4 5 70’+98.22 7 0 . 5 4 ’ + 3 0 1 1 7 ’ + 2 5 1 2 7 ’ + 2 5 1 1 0 ’ + 8 0 7 2 . 7 3 ’ + 1 0 F F F C F F F F FF C F C F N A D 83/ 95 G R O U N D N A T U R A L S l o p e F i l l GROUND NATURAL G E O T E X T I L E 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 . 09-OCT-2014 10:54R:\Roadway\Proj\R-2603_Rdy_psh09.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 SEE SHEET NO. 10 MATCH LINE -L- STA. 92+00 R - 2 6 0 3 9 SEE SHEET NO. 8MATCH LINE -L- STA. 78+00 REVISIO NS PRO PERTY O W NER NAM E O N PARCEL 74. - M AE3/13/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM ES AND DEED REFERENCES O N PARCELS 55, 57, 58, 66, & 71; ADDED 36’ DRIVE O N PARCEL 73; ADDED 36’ DRIVE AND CHANGED8/7/2013 - R/W REVISIO N: REVISED PRO PO SED R/W O N PARCEL 62 TO TAKE ENTIRE PARCEL. - M AE 6/6/2014 - R/W REVISIO N: ADDED A 16’ DRIVE O N PARCEL 71. - M AEREVISED TCE O N PARCEL 68; ADDED 75’ O FFSETS FO R STATIO N LABELS AT -L- 89+00 LT AND -L- 89+40 LT; REVISED PUE O N PARCEL 73 AND CREATED PARCELS 64Z, 68Z AND 73Z. - M AE& TCE BETW EEN -L- 81+65 LT & -L- 82+50 LT O N PARCEL 60; ADDED STATIO N AND O FFSET LABEL AT -L- 83+11, 107’ LEFT; REM O VED TCE AND ADDED PUE O N PARCEL 64; ADDED AUE AND 9/2/2014 - R/W REVISIO N: REM O VED TCE & PDE AND ADDED DUE BETW EEN -L- 78+70 LT & -L- 80+41 LT O N PARCELS 55 AND 59; ADDED PUE O N PARCEL 57; ADDED DUE AND REVISED PDE8" PLASTIC 8 " P L A S T I C 8 " P L A S T I C 8 " P L A S T I C 8 " P L A S T I C BM5 N 4244’29" WS 10 45’47" E S 2120’47" E S 1112’12" E S 7 0 4 7 ’ 4 8 " W N 20 26’28" W N 7 0 1 6 ’ 1 7 " E N 19 43’43" WN 7016’17" E N 7 0 1 2 ’ 1 1 " E N 15 19’31" W S 6917’45" WN 7845’39" E S 7 0 1 2 ’ 1 1 " W S 2120’53" E N 8 6 0 9 ’0 7 " E N 2120’53" W S 7 2 5 0 ’3 4 " W S 2212’12" E N 2545’42" E N 15 53’21" WN 10 48’45" WS 7001’44" WS 7000’21" WN 19 55’01" W N 19 54’46" W S 7 0 1 8 ’ 3 4 " W S 7 0 1 8 ’ 2 4 " W N 3807’27" W N 6228’30" W N 3146’20" W 136.00’36.87’ 72.79’ 272.57’ 338.99’ 1 2 5 . 0 0 ’ 150.00’140.00’ 2 1 8 . 5 6 ’ 39.09’ 132.69’185.84’ 1 4 1 . 5 0 ’ 45.31’ 111.7 0 ’ 133.29’ 4 9 . 0 3 ’ 107.06’ 117.72’36.23’54.32’105.49’95.00’240.68’ 100.65’ 1 2 4 . 7 3 ’ 7 5 . 1 9 ’ 86.24’ 103.21’ 282.46’ M A R K B A R E K E N H A M B Y L U C Y J O H N S O N L I N D A S T C L A I R WHITLEY DICKENSON PROPERTIES LLC D E B R A E V A N S B R U C E E V A N S D A R L E N E G R I T D O N A L D G R I T V E A T R I C E J O H N S O N D A R R Y L J O H N S O N D A R R Y L J O H N S O N ANNA WYATT VERNON WYATTFRANK JOHNSONBILLY ELMORE R O B E R T G E N T L E R U S S E L L T R I P L E T T D B 1 0 6 1 P G 3 3 6 D B 1 0 4 4 P G 7 1 DB 1055 PG 393 D B 6 6 3 P G 2 7 5 D B 6 3 8 P G 5 3 6 D B 1 0 1 3 P G 9 2 D B 6 7 2 P G 1 9 6 DB 754 PG 258DB 637 PG 102DB 751 PG 671 D B 6 2 8 P G 4 9 3 D B 9 4 6 P G 4 8 D B 7 0 1 P G 6 2 9 CENTERLINE OF CREEK IS PROPERTY LINE R E B A R R E B A R S T O N E E I P R E B A R R E B A R AXLE E I P E I P REBAREIP EIPEIPSPIKEREBARREBAREIPEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W N O R T H W I L K E S B O R O C I T Y L I M I T S N O R T H W IL K E S B O R O C I T Y L IM IT S NORTH WILKESBORO CITY LIMITS N O R T H W IL K E S B O R O C IT Y L IM IT S N O R T H WIL KE S B O R O C IT Y L IMIT S NORTH WILKESBORO CITY LIMITS100’ DUKE POWER EASEMENT 100’ DUKE POWER EASEMENT 100’ P B 2 P G 1 2 8 16’ INGRESS EGRESS EASEMENT 57 58 59 606162 6 3 6 4 6 5 6 6 6 7 6 8 6 9 7 0 7 1 7 2 1 4 6 30.15’ 250.22’ 224.69’ 140.56’ 26.86’ 130.41’ 132.17’ 29.39’ 29.98’ 128.38’ 40.00’ 40.00’161.14’EXISTING R/W 24" CMP 2 4 " C M P J U C T A P P R O X . 18 " C M P 15" C MP 1 8 " R C P D I D I D I v v v v 1 BARRELL4’x3’NORTH WILKESBORO CITY LIMITS CMP24" CMP 30" W / L T G R SR 1981 PEBBLE ST 18’ BST 72"CHL&3SBW 7 2 " C H L & 3 S B W S R 19 8 2 G R YD E R S T B S T BST 7 2 " C H L 7 2 " C H L W / L T B S T W / L T 60"WW S B S T R A P R I P G R S S W / L T B S T 7 2 " C H L & 3 S B W 7 2 " C H L & 3 S B W 1SFD 1SFD G R 1S B K B U S B S T G R H T R D K BST G R GR B S T S 1 S F D S 72"WD 7 2 " W D B S T BST KATIE LN BST 1SFD 1 S F D SD K DK BST 72"CHL W/LTW/LT GRBST48"W D RAIL SW/LTW/LTW/LTHTRHTR72"CHL72"CHL72"CHL1SFDW/LT GRCONCGRGR GRBST BSTBSTSW/LT W / L T BST S P L A S T I C R A I L GR G R L T CONC L T WD RAILCONC C O N C GR B S T 1SBLKBUS1SFBUSDIBSTS 1 S B L K B U S L T S S 1 S B L K B U S L T 1SBLKBUS1SFBUS1SBLKBUS1SFBUS 1 5 " C M P 1 5 " C M P 1 5 " C M P 1 5 " C M P 15" CMP CAN MTL 7 2 "C H L & 3 S B W GR 1 5 " C M P 141 T 8"A C 2"GALV 2 "G A L V 8 " A C 8 " A C 2"GALV 2"PVC2"PVC 2"PVC 2"PVC 8"AC 8 " A C N C 2 6 8 E L K I N R D 2 2 ’ B S T - B Y 6 - 4 9 - B Y 6 - 5 0 -BL-18 - B L - 1 9 D B 4 8 3 P G 4 7 7 281.66’ S3150’57"E N 6 7 4 4 ’ 3 3 " E 2 2 3 . 5 4 ’ E X I S T I N G R / W G U S T A V O V I L L E G A S M E N D O Z A D B 1 0 8 4 P G 2 6 1 R A L P H H O U S T O N R O Y A L L I N D A S T C L A I R D B 7 9 5 P G 1 3 9 D B 7 2 3 P G 5 4 5 1 7 7 1 7 8 1 7 9 S 2648’04" E 214.33’ E I P E I P A X L E E I P E I P S 1938’35" E 131.86’ N 19 43’43" W 150.99’ S 85 25’58" E 314 .93 ’ S 2103’55" E 158.47’ E X I S T I N G R / W N 3015’45" W 301.26’ D B 7 9 5 P G 1 4 0 D B 1 0 4 5 P G 3 7 0 R E B E K A H D O N N A Y O R K L IF E E S T A T E H T R CARPORT WD 1 S F D V A C A N T S G A R A G E B L K C O N C G R 4 8 " C H L HT R S S H T R G R G R S I D N E Y A V E H T R C A R P O R T M T L G R G R SB L K S C A R P O R T WD H T R C O N C L A N D S C A P E H T R G R P L A Y H O U S E W O O D P OOL POOL W D D E C K S 60" CHL 60" CHL 1SFD WD D E C K GRCONC CONC H T R B U S N 20 40’40" W257.69’ M O N C O N C 44.00’+95.6831.91’+26.6113.61’+06.27 3.21 ’ +54.8 6 44.54’+95.22 3 . 3 0 ’ + 3 0 . 2 9 43.35’ +87.10 3.42’+25.16 4 3 . 3 7 ’ + 6 2 . 0 6 G R 18" CMP D B 1 1 5 9 P G 6 3 J A S O N S C O T T B R O W N R O G E R & K A R E N H A M B Y D B 1 1 6 5 P G 4 6 3 TRAVIS JAMES MATHISDB 1136 PG 265 DB 1147 PG 465 7 4 HDPE 18" 55WILLIAM EUGENE HOLLANDDB 1176 PG 183 T P W I L K E S L L C D B 9 5 5 P G 8 7 3 ESTATE HOLDING, LLC J&S FAIR REAL56 D O N N A R . K E Y R E E V E S , J R . F R E D A . D B 2 2 4 P G 7 8 D B 1 5 2 P G 2 0 6 D B 1 3 5 P G 5 7 D B 5 2 6 P G 7 6 5 W I L L - 1 2 E 1 3 0 PATRICIA BILLINGSTYRE BILLINGSDB 611 PG 133 56 1 8 " R C P 6 8 Z 6 4 Z 7 3 Z 80 85 90 -L- PT Sta. 81+35.16-Y9- PC Sta. 12+29.81 - Y10 - P O T S t a . 10 + 0 0 .0 0 - L - P O T S t a . 9 1 + 1 6 . 2 5 - Y 1 0 - P O T S t a . 1 3 + 0 0 . 0 0 = -L- POC Sta. 81+15.36 -Y9- POT Sta. 10+00.00=F-F28.75’F-F30.00’20.25’F-F F-F 28.75’ F-F 28.75’21.5’ F-F 0 20 2 0 3 0 302 0 20 30 3 0 1 0 0 0 1 0 2 0 2 010302030 20 30 40 4013 021 0 1 4 0 0 9 0 1 0 2 0 2 0 2 0 1 0 2 0 1 0 0 - Y 9 - P O T 1 3 + 2 5 . 0 0 E N D C O N S T R U C T I O N 4.5’ 8.9’ 10’10’1’-6" C&G 2’-9" C&G 1 ’ - 6 " C & G 2’-6" C&G2’-6" C&G 2 ’ - 6 " C & G CAT-1 CAT-1 AT-1 8X18 CURB 8 X 1 8 C U R B 8 X 1 8 C U R B 8 X 1 8 C U R B - L - -Y9- - Y 1 0 - C R C R CRCR F-F 30.00’ 20.25’ F-F F-F 28.75’21.5’ F-F 1 ’ - 6 " C & G 50’ (TYP.)50’ (TYP.)+35.16PROP. 5’ CONC. SIDEWALK P R O P . 5 ’ C O N C . S I D E W A L K S I D E W A L K P R O P . 5 ’ C O N C . 2 ’ - 6 " C & G 1 ’ - 6 " C & G 8 2 + 3 5 . 1 6 - 8 2 + 8 5 . 1 6 T O 1 ’ - 6 " C & G T R A N S I T I O N 2 ’ - 9 " C & G +60(TYP.)20’+80.58(TYP.)20’(TYP.)16.45’(LT & RT)TAPER 95.19’14’14’12’12’ 14’14’12’12’ 30’24’24 ’ 2 0 ’ 2 0 ’ 2 6 ’ 2 0 ’ 2 4 ’ 2 4 ’ 2 4 ’ - Y 1 0 - P O T 1 1 + 5 6 . 4 9 B E G I N C O N S T R U C T I O N 0 2 + 8 0 + 7 0 + 1 0 (TYP,) 20’ 3 6 ’ 3 6 ’ Sta. 13+07.25-Y9- PT Sta. 13+34.15 -Y9- POT A A 2 0 3 5 A D T 2 0 1 5 A D T - L - N C 2 6 8 P E B B L E S T . - Y 1 0 - S R 1 9 8 1 2 3 , 3 0 0 1 7 , 8 0 0 2 3 , 3 0 0 1 7 , 8 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 -Y9-PI Sta 12+78.72DL = 77.43’T = 48.91’R = 50.00’V < 15 mphSE = 0.04 -L-PI Sta 73+85.60DL = 1,536.94’T = 787.38’R = 2,870.00’V = 50 mphSE = 0.03 A A 2 0 3 5 A D T 2 0 1 5 A D T - L - N C 2 6 8 - Y 9 - S I D N E Y A V E . < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 2 3 , 3 0 0 1 7 , 8 0 0 2 3 , 3 0 0 1 7 , 8 0 0 < 1 0 0 < 1 0 0 P R O P . 5 ’ C O N C . S I D E W A L K 1 6 ’ S E E S H E E T 2 B - 5 F O R - Y 9 - & - Y 1 0 - I N T E R S E C T I O N D E T A I L S S E E S H E E T 3 1 F O R - Y 9 - & - Y 1 0 - P R O F I L E S S E E S H E E T 2 3 F O R - L - P R O F I L E D I D I 2 G I C B C B C B 2 G I C B C B C B 2 G I B D O C BC B 2 G I B D O B D O C B C B J B w / M H C B 2 G I 2 G I 2 G I 3:1 2:1 S P E C I A L B A C K O F C U R B C U T D I T C H ( N O T T O S C A L E ) F R O M - L - S T A . 8 9 + 1 4 T O S T A . 9 0 + 5 0 R T D E T A I L B C 2 S E E D E T A I L B C 2 C U R B C U T D I T C H S P E C I A L B A C K O F 2 8 S Y G E O T E X T I L E E S T . 1 1 T O N S C L A S S ’ B ’ R I P R A P L A T E R A L ’ V ’ D I T C H ( N o t t o S c a l e ) D 2:1 2:1 b 1 " / F t . F R O M - L - S T A . 8 6 + 0 0 T O S T A . 8 7 + 3 0 R T b = 2 F t . M i n . D = 0 . 5 F t . D E T A I L L 1 G r o u n d N a t u r a l S E E D E T A I L B C 1 C U R B C U T D I T C H S P E C I A L B A C K O F - L - S T A 8 3 + 0 0 t o 8 3 + 5 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H - L - S T A 8 3 + 6 5 t o 8 5 + 3 3 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H - L - S T A 8 5 + 5 2 t o 8 6 + 5 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H - L - S T A 8 1 + 7 7 t o 8 3 + 6 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H 15" 1 5 " 1 5 " R C P - I I I 1 8 " R C P - I I I 15" RCP-III 24" RCP-III 24"HWSPECIAL CBCLEANOUT EST 4 CY EXSITING CULVERT 15" RCP - III 15" RCP-III 1 5 " R C P - I I I C B C B C B 1 8 " R C P - I I I 1 8 " R C P - I I I 1 5 " R C P - I I I 1 5 " R C P - I I I 2 4 " R C P - I I I 2 4 " R C P - I I I 2 4 " R C P - I I I 2 4 " R C P - I I I 15" 1 5 " 15" 1 5 " R C P - I I I 15"15" 36" 1 8 " R C P - I I I 1 8 " R C P - I I I 30" RCP-III 2 4 " R C P - I I I 15" 1 5 " R C P - I I I 15" RCP-III 18" RCP-III 18" RCP-III 0 9 5 6 0 9 5 7 0 9 5 9 0 9 6 0 0 9 5 4 0 9 5 5 0 9 5 0 0 9 5 1 0 9 5 2 0 9 5 3 0 9 5 8 0 9 3 9 0 9 4 1 0 9 4 2 0 9 4 4 0 9 4 5 0 9 4 6 0 9 4 7 0 9 4 3 093709350936 0938 0905090609070915091309140916 0 9 0 9 0 9 1 0 09110912 090209010903 0 9 2 0 0 9 2 1 0 9 2 2 0 9 2 4 0 9 2 5 0 9 2 6 0 9 2 7 0 9 2 8 0 9 2 9 0 9 3 0 0 9 3 1 0 9 2 3 0 9 6 6 0 9 6 5 0 9 6 7 HW 48" RCP-III T O 8 6 + 6 0 R T F R O M S T A 8 6 + 0 0 E S T 5 2 S Y IN S T A L L P S R M 15" RC P - I I I C B C B 15"15" B D O 2 G I 15" RCP-III 0 9 6 3 C B 2 G I 1 5 " 1 5 " R C P - I I I 0 9 6 8 0 9 6 4 2GI 2GI 2GI2GI2GI2GI 2 G I 2 G I E S T 4 3 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H RETAIN RCBC R E M O V E R E M O V E R E M O V E REMOVE R E M O V E 2 4 " C M P R E M O V E 2 6 ’ + / - RCP-III48"CBCBCB CBCB C B C B 18"0917 1 5 " w / E L B O W S 2 4 " 1 5 " SEE DETAIL PR2 PLACE ON BANKS ONLY CLASS ’I’ RIP RAP 18" CMP-CPP 3:12:1 SPECIAL BACK OF CURB CUT DITCH(NOT TO SCALE)FROM -L- STA. 91+19 TO STA. 93+50 RT FROM -L- STA. 90+50 TO STA. 90+65 RT FROM -L- STA. 84+80 TO STA. 85+80 LT FROM -L- STA. 83+80 TO STA. 84+50 LT FROM -L- STA. 82+00 TO STA. 83+50 LT DEPTH = 1’DETAIL BC1 1 5 " 1 5 " 1 5 " 2 4 " R C P - I I I 1 5 " 1 5 " R C P - I I I 1 5 " 1 5 " C M P 18 " R C P R E M O V E R E M O V E R E T A I N S E E D E T A I L B C 1 C U R B C U T D I T C H S P E C I A L B A C K O F JB w/MH SPECIAL d ( N o t t o S c a l e ) G r o u n d N a t u r a l G r o u n d N a t u r a l V A R I A B L E P I P E O U T L E T R I P R A P D E T A I L P R 2 MI N. 2:1 M IN . 2:1 E S T . 3 0 T O N S & 6 0 S Y G E O T E X T I L E L I N E R T Y P E - C L A S S ’ I ’ R I P R A P d = 4 F t . F T . L E N G T H = 1 0 C h a n n e l B e d - L - S T A . 7 8 + 8 0 R T C H A N N E L B A N K T I E T O E X I S T I N G 1 0 0 ’ + 3 5 7 8 ’ 7 5 ’ 7 0 ’ + 2 0 7 8 ’ 7 5 ’ 7 0 ’ + 7 5 7 5 ’ + 8 5 7 0 ’ + 6 0 7 8 ’ 7 0 ’ + 6 5 9 4 ’ + 5 0 7 0 ’ + 3 5 8 1 ’ 7 0 ’ + 7 3 92’+54 7 5 ’ + 7 5 8 8 ’ + 5 0 1 1 0 ’ + 0 0 1 0 5 ’ + 0 0 8 7 ’ + 5 5 8 5 ’ + 7 8 1 0 0 ’ 8 5 ’ 7 0 ’ + 9 6 8 5 ’ + 6 5 42’+36.22 -Y9-28’+76.06 -Y9-23’+00 -Y9- 9 . 3 4 ’ + 3 4 - Y 9 - 3 5 ’ + 4 6 . 1 9 - Y 9 D E T - 3 2 ’ + 6 2 - Y 9 D E T - 3 2 ’ + 8 5 - Y 9 D E T - 2 2 ’ + 0 0 - Y 9 D E T - 2 5 ’ + 0 0 - Y 9 D E T - 1 5 . 1 7 ’ + 2 0 - Y 9 D E T - 6 5 ’ + 9 3 . 8 8 - Y 1 0 - 1 5 . 1 7 ’ + 4 5 - Y 1 0 - 75.77’+20 85’+3970’+5677.87’+55.29118’+50 112’+7194.08’+76 96’+9889’76.55’+4077.66’+99.42 70’+00 8 5 ’ + 0 0 7 0 ’ + 9 5 1 1 1 ’ + 2 5 1 0 0 ’ + 1 7 4 . 4 8 ’ + 2 0 - Y 9 D E T - 8 5 ’ + 2 5 100’89’+54 99’93’72.82’+7093’86’+0585’78’70’+4185’78’+5086’78’+26 6 4 ’ + 1 5 - Y 9 - 8 9 . 3 3 ’ + 9 3 9 0 ’ + 6 4 . 1 8 5 7 ’ + 2 6 - Y 9 - 215.31’+70 -Y9-212’+67 -Y9-122’+52 -Y9-127’+50 -Y9-118’+48 -Y9-70.28’+46 -Y9-113’+50 -Y9- 9 6 ’ + 5 9 . 8 2 2 5 ’ + 8 0 - Y 9 D E T - 8 5 ’ + 3 1 1 6 4 ’ + 8 0 8 5 ’ + 6 7 1 8 0 ’ + 0 5 8 5 ’ + 0 0 9 5 ’ + 5 0 9 7 ’ 8 5 ’ + 2 8 9 7 ’ 8 5 ’ + 3 8 1 0 7 ’ 9 6 ’ 7 0 ’ + 9 7 1 0 7 ’ + 1 1 8 5 ’ 7 0 ’ + 3 5 8 5 ’ 7 5 ’ 7 0 ’ + 4 0 8 5 ’ 7 5 ’ 7 0 ’ + 0 0 70’+88.9170’+35.1670’+6033.03’+85 -Y9- 1 4 . 6 1 ’ + 2 5 - Y 9 - 4 0 . 5 4 ’ + 9 0 . 4 4 - Y 9 - 4 2 . 4 4 ’ + 9 7 . 5 2 - Y 9 - 7 0 ’ + 8 5 7 0 ’ + 8 0 1 5 . 1 9 ’ + 5 6 . 4 9 - Y 1 0 - 1 5 ’ & 2 0 ’ + 4 5 . 0 0 - Y 1 0 - 4 0 ’ + 0 5 - Y 1 0 - FC C C C FFFC F C C F C F F C C FFCC C F F C F F F F F F N A D 8 3 / 9 5 GROUND NATURALSlopeFillSlopeFillGeotextile REVISIO NS 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 . 14-OCT-2014 10:45R:\Roadway\Proj\R-2603_Rdy_psh10.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 SEE SHEET NO. 11 MATCH LINE -L- STA. 105+00 SEE SHEET NO. 9MATCH LINE -L- STA. 92+00 R - 2 6 0 3 1 0 10/14/2014 - R/W REVISIO N: REVISED TCE O N PARCEL 75 AND CREATED PARCEL 75Z. - KNW10/03/2014 - R/W REVISIO N: ADDED TCE FO R -DRIVE6- O N PARCELS 76, 77, 79, & 180; ADDED A ’DO NO T DISTURB STRUCTURES’ NO TE O N PARCEL 180. - M AE09/02/2014 - R/W REVISIO N: ADDED PUE AND REVISED TCE O N PARCEL 73; REVISED PUE & TCE O N PARCEL 77; ADDED PUE O N PARCEL 78 AND CREATED PARCEL 73Z. - M AE04/ 17/2014 - R/W REVISIO N: REPLACED DRIVEW AY W ITH 24’ CURB CUT AND ADJUSTED TCE O N PARCEL 73. - M AE DRIVE TO 36’ DRIVE O N PARCEL 77. - M AE03/ 13/2014 - R/W REVISIO N: ADDED 24’ DRIVE AND ADJUSTED TCE O N PARCEL 73; CHANGED 24’ DRIVE TO 36’ DRIVE AND CHANGED PRO PERTY O W NER NAM E O N PARCEL 74; CHANGED 20’09/03/2013 - R/W REVISIO N: REALIGNED -Y11- TO ITS EXISTING LO CATIO N O N PARCEL 78. - KNW8" PLASTIC 8 " P L A S T I C 8 " P L A S T I C 8 " P L A S T I C N 5 7 1 0 ’ 0 4 " E N 5 7 1 0 ’ 0 4 " E S 17 29’17" E S 20 10’34" E S 7 1 2 7 ’18 " W S 0 0 5 2 ’2 1" E N 6129’46" W N 6128’44" W N 7410’22" W S 7214’04" W N 6129’06" W N 7410’22" W N 0 3 13 ’0 7 " W S 7 8 3 3 ’5 7 " W 7 5. 3 4 ’ 9 6 . 0 8 ’ 472.08’ 96.91’ 2 2 2 . 5 0 ’ 5 9 . 0 7 ’ 113.22’ 203.93’ 195.04’ 145.00’ 193.46’ 181.35’ 31.74 ’ 3 3 5 .13 ’ M A R Y H U T C H I N S O N T A M H U T C H I N S O N ALMEDA ELLER WILLIAM ELLER F R E D R E E V E S TP WILKES LLC D B 7 3 4 P G 5 4 2 DB 819 PG 515 D B 8 0 2 P G 6 3 6 DB 955 PG 8 R E B A R R E B A R R E B A R E I P E I P E I P E X I S T I N G R / W EXISTING R/W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W N O R T H WIL K E S B O R O C IT Y L IM IT S NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS213.09’ NORTH WILKESBORO CITY LIMITS 73 7475 7 6 7 9 15 7. 82’ 40.00’ 142.36’ 517.28’ 490.31’ 18 " C M P STEEL 30" B S T N C 2 6 8 E L K I N R D 2 2 ’ B S T G R B S T W / L T S W/ L TH T R 7 2 " C H L & 3 S B W 72"CHL&3SBWS C O N C BSTS 72"CHL 3SBW 72"WW 72"WWCONCGRGR SSGRW/LT W / L T LT 1SBLKBUS1SFBUS15" CMP 15" CMP 11 2 T T T T T 6"AC 8 " A C 6 " A C 6 " A C C A B I N E T REPEATERTELE H U T C H I N S O N S L L C D B 7 3 4 P G 5 4 1 - B Y 7 - 5 4 - B L - 2 0 43.64’+07.24 3 . 9 7 ’ + 2 6 . 7 8 7 8 H U T C H I N S O N S L L C D B 7 3 4 P G 5 4 1 7 8 DONNA R. KEY FRED A. REEVES, JR.DB 224 PG 78DB 135 PG 57 DB 152 PG 206DB 526 PG 765WILL-12E 130DONNA R. KEY REEVES, JR.FRED A. D B 8 8 1 P G 5 8 5 7 7 C O N S T R U C T I O N C O I N C F R E D R E E V E S - B Y 7 - 5 3 SR 1983 18’ BSTAARON CALL RD REBAR - B L - G P S R 2 6 0 3 - 3 - B Y 8 - 5 5 H TR B S T GR S S S S G CONC 1 8 0 D O N N A R E E V E S K E Y K A R E N W . R E E V E S F R E D A . R E E V E S , J R . 1 2 E 1 3 0 0 9 E 2 5 0 D B 1 3 5 P G 0 5 7 73Z 7 7 7 7 75Z 95 100 -L- POT Sta. 91+16.25 -Y10- POT Sta. 13+00.00= -L- PC Sta. 101+87.26 PI Sta 105+12.30DL = 649.84’T = 325.03’-L-R = 10,000.00’SE = NC V = 50 mph 105 F-F 28.75’ F-F28.75’F-F28.75’21.5’F-F F-F 28.75’ +25 0 2 12.75’ +93.35 EOT-F 0 20 2 F-F 40.75’ +00 1’-6" C&G 1’-6" C&G 1 ’ - 6 " C & G 1 ’ - 6 " C & G 2’-6" C&G2’-6" C&G 8X18 CURB - L - PROP. 5’ CONC. SIDEWALK PROP. 5’ CONC. SIDEWALK P R O P . 5 ’ C O N C . S I D E W A L K P R O P . 5 ’ C O N C . S I D E W A L K 10 0 ’ T A P E R 10 0 ’ T A P E R 14’14’12’12’ 14’14’12’12’12’ 36’24’8X18 CURB F-F 40.75’ +10 -Y11- - Y 1 1- P O T St a. 1 0 + 0 0. 0 0 - Y 1 1- P C St a. 1 0 + 2 9. 5 9 - Y11- P T S ta . 12 + 4 8 .3 5 - L - P O T S t a . 9 8 + 6 8 . 5 6 - Y 1 1 - P O T S t a . 1 3 + 9 6 . 7 9 = C R C R - Y 1 1 - P T 1 2 + 4 8 . 3 5 B E G I N C O N S T R U C T I O N 0 1 3 0 1 + 5 5 + 7 5 0 3 0 0 0 1 + 9 5 + 4 0 0 1 + 2 0 0 2 0 2 PI Sta 11+40.06L = 218.76’T = 110.47’R = 636.62’-Y11-V = STOP CONDITIONSE = SEE PLANS D24’TL-3 GRAU 350 2 ’ - 6 " C & G 0 2 A A 2 0 3 5 A D T 2 0 1 5 A D T - L - N C 2 6 8 4 0 0 2 6 0 2 3 , 3 0 0 1 7 , 8 0 0 - Y 1 1 - S R 1 9 8 3 A A R O N C A L L R D . 2 2 , 2 0 0 1 6 , 8 4 0 1 , 6 0 0 1 , 2 5 0 1 , 2 0 0 9 9 0 105 S E E S H E E T 2 B - 5 F O R - Y 1 1 - I N T E R S E C T I O N D E T A I L S E E S H E E T 3 1 F O R - Y 1 1 - & - D R I V E 6 - P R O F I L E S S E E S H E E T 2 4 F O R - L - P R O F I L E C A T - 1 10 ’ 10 ’ - L - P O T S t a . 9 8 + 5 6 . 0 0 - D R I V E 6 - P O T S t a . 1 0 + 0 0 . 0 0 - D R I V E 6 - P C S t a . 1 0 + 5 3 . 7 0 - D R I V E 6 - P T S t a . 1 1 + 1 2 . 9 8 - D R I V E 6 - P C S t a . 1 1 + 6 5 . 2 8 - D R I V E 6 - P T S t a . 1 2 + 6 6 . 1 8 E N D C O N S T R U C T I O N - D R I V E 6 - P O T S t a . 1 3 + 3 3 . 6 0 - D R I V E 6 - P O T S t a . 1 3 + 5 0 . 0 0 - D R I V E 3 - P R C S t a . 1 1 + 3 5 . 9 3 - D R I V E 3 - P C C S t a . 1 2 + 8 6 . 9 6 E N D C O N S T R U C T I O N - D R I V E 3 - P T S t a . 1 3 + 4 8 . 5 2 - D R I V E 3 - P O T S t a . 1 3 + 5 9 . 8 5 - D R I V E 3 - P I S t a 1 2 + 1 2 . 0 2 DL = 1 5 1 . 0 3 ’ T = 7 6 . 0 9 ’ R = 5 0 0 . 0 0 ’ P I S t a 1 3 + 2 2 . 3 2 DL = 6 1 . 5 6 ’ T = 3 5 . 3 7 ’ R = 5 0 . 0 0 ’ - D R I V E 3 - - D R I V E 6 - P I S t a 1 2 + 2 6 . 3 7 DL = 1 0 0 . 8 9 ’ T = 6 1 . 0 9 ’ R = 7 1 . 0 0 ’ R = 9 6 . 0 0 ’ T = 3 0 . 6 2 ’ L = 5 9 . 2 8 ’ P I S t a 1 0 + 8 4 . 3 2 D 12’ B D O C B J B w / M H C B C B C B 1 5 " R C P - I I I 1 5 " R C P - I I I 15 " RC P - III - L - S T A 1 0 1 + 5 0 t o 1 0 3 + 6 5 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H CB C B CB C B 2GICB15" RCP-III R E M O V E R E M O V E EXISITING 18" CMP REMOVE 6’+/- OF SEE DETAIL BC1 SPECIAL BACK OF CURB CUT DITCH 3:12:1 SPECIAL BACK OF CURB CUT DITCH(NOT TO SCALE)FROM -L- STA. 90+50 TO STA. 93+50 RT DEPTH = 1’DETAIL BC1 15" RCP-III 15"15" RCP-III 15" RCP-III H W C B 4 O T 1 0 2 0 1 0 2 4 1 0 2 1 1 0 2 7 1 0 2 6 1 0 2 5 100910111 0 1 2 1 0 1 3 1 0 1 4 1 0 1 5 1 0 1 6 100510061010 - L - S T A 1 0 3 + 7 2 t o 1 0 5 + 4 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H 1 0 1 8 1 0 2 3 CBCB C B 1 0 1 9 1 5 " R C P - I I I 18 " RC P- III 15" 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P LATERAL ’V’ DITCH( Not to Scale)D2:12:1 b1"/Ft.FROM -L- STA. 99+25 TO STA. 99+75 LT FROM -L- STA. 96+78 TO STA. 98+26 LT FROM -L- STA. 95+60 TO STA. 96+73 LT b= 2 Ft.Min. D=0.5 Ft.DETAIL L1GroundNatural 102215" RCP-III 15" RCP-III 15" 1028 1 0 1 7 EST 81 CY DDE SEE DETAIL L1 LATERAL ’V’ DITCH E S T 1 9 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H E S T 1 2 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H REMOVE 1 5 " R C P - I V 7 SY G E O T E X T I L E E A . EST . 2 T O N S E A . CLA S S ’ B ’ R I P R A P 1 5 " RCP-III 15" R E T A I N RETAIN 18" CMP 30" CSP LATERAL ’V’ DITCH( Not to Scale)2:12:1Dbd1"/Ft.FROM -DRIVE6- STA. 10+75 TO STA. 12+60 LT FROM -Y11- STA. 12+60 TO STA. 13+30 LT Type of Liner= CLASS ’B’ Rip-Rapb= 2 Ft.Max. d=1 Ft.Min. D=1.2 Ft.DETAIL LR1GroundNatural 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 18" RCP-III 1 0 2 9 7 0 S Y G E O T E X T I L E E S T . 1 8 T O N S C L B E S T 1 2 C Y D D E S E E D E T A I L L R 1 L A T E R A L ’ V ’ D I T C H 1 8 5 S Y G E O T E X T I L E E S T . 6 5 T O N S C L B E S T 8 3 C Y D D E S E E D E T A I L L R 1 L A T E R A L ’ V ’ D I T C H 8 5 ’ + 5 0 110’+00 7 5 ’ + 5 0 7 5 ’ + 0 0 85’+4085’+90 1 0 5 ’ 9 5 ’ 8 5 ’ 7 0 ’ + 4 0 8 5 ’ + 6 5 65’ +93.88 -Y10- 9 9 . 1 1 ’ + 0 0 T R E E S D I S T U R B D O N O T 1 1 1 ’ + 6 8 8 1 . 8 9 ’ + 7 1 1 0 8 ’ + 6 0 8 4 . 2 5 ’ + 7 9 75’ 65’ 60’+70 75’65’60’+40 8 0 . 6 0 ’ + 2 1 3 4 ’ + 0 0 - D RI V E3 - 1 5 ’ + 5 5 - D R I V E 3 - 1 2 ’ + 5 5 - D R I V E 3 - 1 5 ’ + 2 5 - D R I V E 3 - 2 0 ’ + 0 0 - D R I V E 3 - 2 0 ’ + 7 5 - D R I V E 3 - 110’+2597’85’+9997’85’+09 3 0 ’ + 4 2 - Y 1 1 - 60’+00 40’+05-Y10- 3 0 ’ + 8 5 . 0 0 6 0 ’ + 0 5 . 0 0 3 0 ’ + 7 0 . 0 0 7 0 ’ + 4 5 . 0 0 7 0 ’ + 8 7 . 2 6 7 0 ’ + 0 0 7 0 ’ + 8 7 . 2 6 7 0 ’ + 7 5 8 0 ’ + 2 4 . 9 1 1 2 0 ’ 8 5 ’ 7 0 ’ + 0 5 1 2 0 ’ 1 1 0 ’ 8 5 ’ 7 0 ’ + 5 5 8 5 ’ & 9 7 ’ - L - + 0 9 8 5 ’ & 9 7 ’ - L - + 2 1 5 5 ’ - D R I V E 6 - + 0 0 8 5 ’ + 1 6 6 0 ’ + 5 8 - D R I V E 6 - 2 0 ’ + 3 5 - D R I V E 6 - 2 0 ’ - D R I V E 6 - + 3 5 2 1 ’ - D R I V E - + 0 8 4 0 ’ - D R I V E 6 - + 0 6 3 8 ’ + 6 3 - D R I V E 6 - 4 6 ’ + 5 0 - D R I V E - 7 0 ’ + 5 0 S T R U C T U R E S D O N O T D I S T U R B 80’60’+5580’65’+15CF F FC C C F C C C F C F C F F C CC C F F F F F F F F FF F F F F F F F F N A D 8 3 / 9 5 M I N . 1 ’ T U C K N A T U R A L G R O U N D A N D F L U S H W I T H IN S T A L L L E V E L S l o p e F i l l G E O T E X T I L E S l o p e F i l l G e o t e x t i l e S l o p e F i l l G E O T E X T I L E G e o t e x t i l e 2 ’ G E O T E X T I L E REVISIO NS 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 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 . 09-OCT-2014 10:54R:\Roadway\Proj\R-2603_Rdy_psh11.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 SEE SHEET NO. 12 MATCH LINE -L- STA. 119+00 SEE SHEET NO. 10MATCH LINE -L- STA. 105+00 1 1 R - 2 6 0 3 3/13/2014 R/W REVISIO N: SUBDIVIDED PARCEL 78 INTO PARCELS 78 & 78A; ADDED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 78A. - M AE R / W S H E E T N O S . 9/3/2013 R/W REVISIO N: REALIGNED -Y11- TO ITS EXISTING LO CATIO N O N PARCEL 78. - KNW 1 1 & 1 9 9/2/2014 R/W REVISIO N: ADDED PUE, REVISED TDE AND REM O VED TCE O N PARCEL 78; ADDED PUE, REVISED TCE, AND ADDED ’DO NO DISTURB STRUCTURE’ NO TE O N PARCEL 78A. - M AE8" PLASTIC 8 " P L A S T IC 8 " P L A S T IC 8 " P L A S T I C 8 " P L A S T IC 8" STEEL 8 " S T E E L N 2138’20" W 250.96’ HUTCHINSONS LLCDB 734 PG 541R/W MON226.23’EXISTING R/W EXISTING R/W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W 60.00’ NORTH WILKESBORO CITY LIMITS NORTH WILKESBORO CITY LIMITS 2 0 0 ’ 200’ POWER EASEMENT BREMCO - DB 645 PG 681 BREMCO - DB 645 PG 681 200’ POWER EASEMENT 78HW D I 15" CMP 15" RCP 15" RCP C B RCP24" CMP 18" M O N R / W M T L C O N C B S T B S T M T L M T L BST 1SBKBUS SO IL GR W / L T SOILSSGRBSTBSTCONCGR C O N C LT D I D I 15" CMP12" CMP MULBERRY CREEK MULBERRY CREEK 9697 T T T TT T 6"AC6"AC6"PVC6"PVCT 2"PVC 2"PVC6"PVC6"AC 6 " P V C 6"AC 8 " P V C 6"PVC METER MASTERMARY HUTCHINSONTAM HUTCHINSONDB 734 PG 542 79 N C 2 6 8 E L K IN R D 2 2 ’ B S T -BY8-56 - B L - G P S R 2 6 0 3 - 4 72.75’+92.82 88.43’ +35.90 46.29’+28.40 6 3 . 8 1 ’ + 1 7 . 6 9 BST GR H U T C H IN S O N S L L C D B 7 3 4 P G 5 4 1 7 8 R C P 2 4 " N 1938’24" W 535.16’ S 7718’53" E 175.43’ S 4544’40" E 74.15’ S 2643’23" E 50.12’ S 2010’30" E 301.37’ 7 8 A F R A N K V E R N O N J O H N S O N D B 1 1 3 5 P G 6 6 P B 9 P G 5 3 7 H U T C H I N S O N S L L C D B 7 3 4 P G 5 4 1 7 8 DB 734 PG 541 HUTCHINSONS LLC 78 H U T C H I N S O N S L L C D B 7 3 4 P G 5 4 1 7 8 FOUND FOUND EXISTING R/W EXISTING R/W CONC1SFBUS15" RCPW/LT S CITY LIM ITS N O RTH WILKESBO RO FLINT HILL RDSR 2334 18’ BST 18" CMP30" CMP -BL-GPS R2603-3 EXISTING R/W 110 115 -L- PRC Sta. 108+37.10 -L- PT Sta. 114+67.98 105 EOP-F 24.75’ +10 24.75’ +10 EOP-F 0 2 0 2 0 2 0 2 24’24’ EOP-F36.75’+64.49 CONC. ISLAND.PRO. MONO. 1 ’ - 6 " C & G 1 ’ - 6 " C & G T Y P E - I I I TYP E B- 7 7 TYP E B- 7 7 A TTEN U A TO R C A T - 1 T Y P E - I I I T Y P E - I I I +55 0 2 +15 EX.) (MATCH 0166 EX.) (MATCH 0168 - L - 4’ PS 10 0 ’ T A P E R 100’ TAPER 3 0 ’ 3 8 ’ 8 : 1 T A P E R - L - S T A 1 1 6 + 3 5 . 8 3 B E G I N A P P R O A C H S L A B - L - S T A 1 1 6 + 6 0 . 0 0 B E G I N B R I D G E - L - S T A 1 1 8 + 3 4 . 1 7 E N D A P P R O A C H S L A B - L - S T A 1 1 8 + 1 0 . 0 0 E N D B R I D G E I I I T Y P E 1 6 ’ -Y12--Y12- PC St a. 1 3 + 0 2. 1 5 15-Y12- -Y12- PC Sta. 17+22.32 -Y12- PT Sta. 16+25.02-Y12- PT Sta. 18+97.52 CR50’ TAPER 10’10’0399.0’9.0’024 0403(TYP.)25’04 20’16’16’0410’10’0410’10’04 +00+85+20 -L- POC Sta. 105+99.33 -Y12- POT Sta. 10+00.00= 2 0 ’ R A T - 1 2 0 3 5 A D T 2 0 1 5 A D T - L - N C 2 6 8 2 3 , 3 0 0 1 7 , 8 0 0 F L I N T H I L L R D . - Y 1 2 - S R 2 3 3 4 4 0 0 3 3 0 1 0 0 1 0 0 A A 2 2 , 2 0 0 1 6 , 8 4 0 5 0 0 4 3 0 V = 40 mphSE = 0.04 PI Sta 14+65.34DL = 322.86’T = 163.19’R = 900.00’-Y12-PI Sta 18+10.20DL = 175.20’T = 87.88’R = 900.00’-Y12- PT 16+25.02 END CONSTRUCTION EOP-F 0 2 0 2 24’24’ 1 ’ - 6 " C & G 1 ’ - 6 " C & G T Y P E - I I I T Y P E - I I I T Y P E B - 7 7 T Y P E B - 7 7 G R A U 3 5 0 T L - 3 A T T E N U A T O R A T T E N U A T O R - L - S T A . 1 1 6 + 6 0 . 0 0 B E G I N B R I D G E - L - S T A . 1 1 8 + 1 0 . 0 0 E N D B R I D G E B R I D G E - R O A D W A Y R E L A T I O N S H I P S K E T C H 24’8’3’ F-F 35’ 3’24’ (EXIST) F-F 33.8’ 6.8’ +36.69 6.8’ 1 ’ - 6 " C & G 1 ’ - 6 " C & G EX.) (MATCH 0168 0 2 +15 0 2 +55 EX.) (MATCH 0166 T Y P E - I I I T Y P E - I I I -L-PI Sta 111+52.64DL = 630.88’T = 315.54’R = 10,000.00’SE = NC V = 50 mph PI Sta 105+12.30DL = 649.84’T = 325.03’R = 10,000.00’SE = NC V = 50 mph105 S E E S H E E T 2 B - 5 F O R - Y 1 2 - I N T E R S E C T I O N D E T A I L S E E S H E E T 3 2 F O R - Y 1 2 - P R O F I L E S E E S H E E T 2 4 F O R - L - P R O F I L E -DRIVE3-PI Sta 10+83.25DL = 108.07’T = 55.39’R = 200.00’-DRIVE3--Y12- POT Sta. 11+25.0 0 -DRIVE3- POT Sta. 10 + 0 0 . 0 0 = -DRIVE3- PC Sta. 10+ 2 7 . 8 6 12’ - L - S T A 1 1 3 + 9 6 B E G I N S B G - L - S T A 1 1 3 + 8 0 L T B E G I N S B G CBBDO30" RCP-III T O D R A I N G R A D E C U T 3 6 " 2 1 S Y G E O T E X T I L E E S T . 8 T O N S C L A S S ’ B ’ R I P R A P 2 G I 2 G I 2 G I B D O 3 0 " R C P - I I I 15" 2 1 S Y G E O T E X T I L E E S T . 8 T O N S C L A S S ’ B ’ R I P R A P 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P A d j . 2 G I w/MH JB 30" RCP-III - L- S TA 110 + 0 0 to 111+ 5 0 S EE RD W Y S TD . 2 4 0 .0 1 BERM D ITC H 15" Q 1 0 = 1 c f s G R A D E T O E L . 9 9 3 P S H S E E D E T A I L P 1 1 1 0 9 1 1 1 7 1 1 2 0 1 1 2 1 1 1 1 8 1108110311021101 1 1 1 1 1 1 1 0 1 1 2 4 1 1 2 3 1 1 2 5 Q 1 0 = 1 c f s D E T A I L P 1 P S H S E E A A W P L A N V I E W S E C T I O N A - A ( 4 ’ m i n t y p . ) P e r m a n e n t S o i l R e i n f o r c e m e n t m a t t i n g ( P S R M ) ( R i p R a p i n b a s i n n o t s h o w n f o r c l a r i t y ) P i p e o r D i t c h O u t l e t S q u a r e P r e f o r m e d S c o u r H o l e ( P S H ) S e e d w i t h n a t i v e g r a s s e s a t i n s t a l l a t i o n . P R E F O R M E D S C O U R H O L E * N O T T O S C A L E N A T U R A L G R O U N D B FILL SLO PE PS R M 2:1 2:1 P I P E ( d = 1 5 " O R 1 8 " ) IN F L O W 3 / 0 8 D D E T A I L P 1 W = 4 ’ D = 1 ’ B = 4 ’ FI L T E R F A B R I C R I P R A P W I T H L I N E R : C L A S S B - L - S T A 1 1 8 + 3 9 R T 6 5 ’ - L - S T A 1 1 6 + 3 8 L T 7 8 ’ 18"15" 15" 12"12"11043GI18"15" 1 5 " ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H 2:1 DB b d 2:1 1 " / F t . F R O M - L - S T A . 1 0 8 + 5 0 T O S T A . 1 0 9 + 5 0 R T D E T A I L L B 4 b = 2 F t . B = 4 F t . M a x . d = 0 . 5 F t . M i n . D = 0 . 5 F t . * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = C l a s s ’ B ’ R i p - R a p G r o u n d N a t u r a l CB24" RCP-III 24"14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP L A T E R A L ’ V ’ D I T C H ( N o t t o S c a l e ) 2:1 2:1 D b d 1 " / F t . F R O M - L - S T A . 1 0 5 + 5 0 T O S T A . 1 0 8 + 0 0 L T T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p b = 2 F t . M a x . d = 1 F t . M i n . D = 1 . 2 F t . D E T A I L L R 1 G r o u n d N a t u r a l 1105 110611131114111511161107 1 1 1 2 1 1 1 9 2 G I R E T A I N R E M O V E R E M O V E R E M O V E REMOVE REMOVEREMOVE 3 0 " B R ID G E C O L U MN S 3 6 " R C P - I I I REMOVERETAINTO DRAIN GRADE CUT TO DRAIN GRADE CUT 153 SY GEOTEX T I L E EST. 53 TONS C L B EST 62 CY D D E SEE DETAIL L 4 LATERAL BASE D I T C H ( S T R U C T U R E P A Y I T E M ) C L A S S ’ I I ’ R I P R A P 1 3 3 S Y G E O T E X T I L E E S T . 4 5 T O N S C L B E S T 4 5 C Y D D E S E E D E T A I L T B 4 T A I L B A S E D I T C H ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H 2:1 DB b d 2:1 1 " / F t . F R O M - L - S T A . 1 1 3 + 7 7 T O S T A . 1 1 7 + 0 0 R T F R O M - L - S T A . 1 1 1 + 8 6 T O S T A . 1 1 3 + 2 6 R T F R O M - L - S T A . 1 1 1 + 0 0 T O S T A . 1 1 1 + 5 0 R T F R O M - L - S T A . 1 0 7 + 3 5 T O S T A . 1 0 8 + 5 0 R T D E T A I L L 4 b = 2 F t . B = 2 F t . M a x . d = 1 . 5 F t . M i n . D = 1 F t . * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p G r o u n d N a t u r a l 6 7 S Y G E O T E X T I L E E S T . 2 3 T O N S C L B E S T 8 5 C Y D D E S E E D E T A I L L 4 L A T E R A L B A S E D I T C H 1 8 7 S Y G E O T E X T I L E E S T . 6 4 T O N S C L B E S T 7 3 C Y D D E S E E D E T A I L L 4 L A T E R A L B A S E D I T C H 4 3 1 S Y G E O T E X T I L E E S T . 1 4 9 T O N S C L B E S T 1 1 7 1 C Y D D E S E E D E T A I L L 4 L A T E R A L B A S E D I T C H 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H B d FRO M - L - S T A . 1 1 0 + 7 9 ( 1 1 4 ’ R T ) T O 1 1 1 + 5 0 ( 6 5 ’ R T ) D E T A I L T B 4 B = 4 F t . M a x . d = 1 F t . M i n . D = 1 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p 1 0 0 S Y G E O T E X T I L E E S T . 3 4 T O N S C L B E S T 2 2 C Y D D E S E E D E T A I L L B 4 L A T E R A L B A S E D I T C H ( S T R U C T U R E P A Y I T E M ) S E E D E T A I L E B 1 C L A S S ’ I I ’ R I P R A P S T R E A M E M B A N K M E N T R I P R A P A T B R I D G E B E N T A N D ( N o t t o S c a l e ) P R O P . B R I D G E B E N T D E T A I L E B 1 G e o t e x t i l e = E S T . 6 0 S Y E a c h B e n t T y p e o f L i n e r = E S T . 5 5 T O N S , C L I I R i p - R a p E a c h B e n t - L - S T A . 1 1 7 + 6 5 - L - S T A . 1 1 7 + 0 3 250 SY GEOTEXTILE EST. 63 TONS CL B EST 117 CY DDE SEE DETAIL LR1 LATERAL ’V’ DITCH100’ RT +37.10 1 4 5 ’ + 8 0 1 2 2 ’ + 0 0 9 0 . 9 8 ’ + 6 5 1 0 5 ’ 8 8 . 5 2 ’ + 1 5 1 0 5 ’ 8 8 . 4 7 ’ + 6 0 8 9 . 7 1 ’ + 3 5 1 2 7 ’ + 9 2 8 8 . 7 4 ’ + 4 2 8 9 . 3 6 ’ + 6 2 1 3 2 ’ + 5 0 8 0 ’ R T + 0 0 1 2 0 ’ R T + 5 0 35’ LT +02.15 -Y12-37.32’+60 -Y12-110’ LT +37.10109.39’ L T +38.3 5 52’+00 -Y12-27.19’ LT +50 -Y12-33.05’+90 -Y12-35’ LT +35 -Y12-95’+28.8934’+00 -DRIVE3-28’+83.82 -DRIVE3-40’ LT +25 -Y12-48’+22.17 -Y12-90’ RT +00 1 1 9 ’ 1 1 0 ’ + 7 5 1 1 7 . 4 6 ’ + 5 0 1 1 5 ’ + 2 9 . 4 9 1 1 5 ’ + 0 0 1 2 7 ’ + 0 6 1 1 5 ’ + 1 3 1 2 2 ’ + 1 6 1 0 0 ’ R T + 6 7 . 9 8 1 1 4 ’ + 8 7 . 5 0 1 1 3 ’ + 0 0 S T R U C T U R E D O N O T D I S T U R B 80’+24.91 1 1 8 . 7 2 ’ + 4 0 1 2 5 ’ + 3 5 1 1 5 ’ 1 1 0 ’ + 2 9 1 3 2 ’ 1 1 3 . 5 7 ’ + 7 0 CCCFFFF CF F C F C C F F C C F C F C F F C CCCCCCFFFC FCCFC C C C C F F F F F F N A D 8 3 / 9 5 Slope Ditch FrontGeotextileMIN. 1’ TUCK NATURAL GROUND AND FLUSH WITH INSTALL LEVELGEOTEXTILEGEOTEXTILE REVISIO NS 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 . 13-SEP-2014 11:10R:\Roadway\Proj\R-2603_Rdy_psh12.dgn$$$$USERNAME$$$$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 SEE SHEET NO. 13 MATCH LINE -L- STA. 133+00 1 2 R - 2 6 0 3 SEE SHEET NO. 11MATCH LINE -L- STA. 119+003/13/2014 - R/W REVISIO N: CHANGED 26’ DRIVE TO 36’ DRIVE O N PARCEL 84. - M AE PARCEL 82Z. - M AE9/2/2014 - R/W REVISIO N: ADDED PUE, CHANGED PDE TO DUE, AND REVISED TCE O N PARCELS 78 & 82; ADDED STATIO N AND O FFSET LABEL AT -L- 132+53, 87.93’ RT AND CREATED8" PLASTIC8" PLA S T IC 8 " P L A S T IC 8 " P L A S T IC S 0 2 4 8 ’13 " W N 0 2 5 4 ’3 3 " E S 0 2 5 6 ’ 3 7 " W S 6 9 3 9 ’ 1 6 " W S 7 2 0 6 ’ 3 8 " W N 7656’08" W 2 5. 0 8 ’ 8 9 9. 6 6 ’ 2 5 . 0 2 ’ 2 4 . 9 6 ’ 3 9 5 . 9 9 ’ 177.77’ HUTCHINSONS L L C L I F T B O D I E S I N C P H Y L L I S W A G O N E R C A S W E L L W A G O N E R JAMES HUTCHINSON JRDB 734 PG 5 4 1 D B 6 1 8 P G 4 4 7 D B 9 6 7 P G 4 2 7 DB 1101 PG 270 E I P E I P R E B A R R E B A R R E B A R N A I L EXISTING R/W E X IS T IN G R / W EXISTING R/W E X IS T IN G R / W E X IS T IN G R / W 2 0 ’ E X I S T I N G R/ W P E R N C D O T R/ W A B S T R A C T 20’ EXISTING R/ W PER NCDOT R/ W ABSTRACT 8078 8 3 8 4 1796 .11’ 19 0 6 .5 2 ’ 372.55’ 7.90’3 1. 8 1’ 3 1. 9 4 ’ 125’ H W H W R C P 3 6 " CMP 18" CMP 18" 1 B A R R E L L 4’ x5’ M O N R / W GR C O N C CONC B S T B S T GR W / L T 7 2 " C H L & 3 S B W 7 2 "C H L & 3 S B W 72" CHL&3SBW 72"CHL&3SBW S N C 2 6 8 E L K I N R D 2 2 ’ B S T GR GR MTL 1 S M T L B U S S T A P U M P W A T E R TT T T T T T 2 "PVC 6"PVC 6 " P V C 6 " P V C 6 " P V C 6"CI 6"CI 8"PVC6"PVC 2"PVC 2 REPEATERSTELE AATUR SKYVIE W RD. -BL-21 - B L - 2 2 - B L - 2 3 E V E L Y N B L A C K B U R N W I L L I A M B L A C K B U R N D B 9 8 5 P G 1 0 0 8 2 27.42’+31.29 3 4 .4 5 ’ + 3 3 .5 9 8 5 L E A H Z E T T E L M E I E R D I R K Z E T T E L M E I E R D B 1 0 4 3 P G 1 4 0 8 5 A S S O C I A T I O N I N C B L U E R I D G E W A T E R D B 5 3 7 P G 5 6 7 8 1 8 2 Z 120 125 130 P I S t a 1 1 + 5 6 . 3 4 DL = 1 0 6 . 1 8 ’ T = 5 4 . 3 7 ’ R = 2 0 0 . 0 0 ’ -L- PC Sta. 120+71.22 -L- PRC Sta. 129+80.77 - L - P I S t a 1 2 5 + 2 6 . 2 1 L = 9 0 9 . 5 4 ’ T = 4 5 4 . 9 9 ’ R = 1 2 , 0 0 0 . 0 0 ’ S E = N C V = 5 0 m p h P I S t a 1 3 5 + 1 5 . 6 8 DL = 1 , 0 6 2 . 9 2 ’ T = 5 3 4 . 9 2 ’ R = 3 , 8 2 0 . 0 0 ’ V = 5 0 m p h S E = 0 . 0 3 D -Y 13- PT Sta. 12+08.15 -Y 13- PO T Sta. 12+09.15 - L - P O C S t a . 1 2 6 + 0 9 . 0 8 - Y 1 3 - P O T S t a . 1 0 + 0 0 . 0 0 = 24.75’EOP-F 24.75’EOP-F21.5’F-F 26.00’ EOP-F 24.75’ EOP-F 20.25’ F-F 0 2 0 2 0 2 0 2 0 1 0 0 0 1 0 3 0 3 0 3 0 3 0 2 0 2 - Y 1 3 - P O C 1 1 + 1 5 . 2 2 E N D C O N S T R U C T I O N S E E S H E E T 3 2 F O R - Y 1 3 - P R O F I L E S E E S H E E T 2 7 F O R - L - P R O F I L E - Y 1 3 - 1’-6" C&G 1’-6" C&G 2 ’ - 9 " C & G 1 ’ - 6 " C & G ATTENUATOR C A T - 1 G RA U 3 5 0 TL- 3 G R A U 3 5 0 T L - 3 - L - - Y 1 3 - 1’- 6 " C & G 2 ’- 9 " C & G 5 0 ’ (T YP .) 5 0 ’ 1 2 8 + 3 0 . 7 7 - 1 2 8 + 8 0 . 7 7 T O 2 ’ - 9 " C & G T R A N S I T I O N 1 ’ - 6 " C & G 3 5 ’ R 3 5 ’ R 2 0 ’ 3 6 ’ 1 6 ’ PS 8’ PS 4’ 8 :1 T AP E R 8 : 1 T A P E R 8 :1 T AP E R - Y 1 3 - P C S t a . 1 1 + 0 1 . 9 7 - L - S T A 1 2 4 + 7 5 E N D S B G 2 0 3 5 A D T 2 0 1 5 A D T A A - L - N C 2 6 8 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 2 2 , 2 0 0 1 6 , 8 4 0 < 1 0 0 < 1 0 0 2 2 , 2 0 0 1 6 , 8 4 0 - Y 1 3 - S K Y V I E W D R . - L - S T A 1 2 4 + 2 9 E N D S B G SEE SHEET 2B-5 FOR -Y12- INTERSECTION DETAILSEE SHEET 32 FOR -Y12- PROFILESEE SHEET 24 FOR -L- PROFILE C B C B 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P 1 5 " 15" RCP-III 15" RCP-III 15" RCP-III 1 8 " RC P -III 18 " RC P -III 2GI2GI S E E D E T A I L S 6 S P E C I A L C U T D I T C H S E E D E T A I L S 6 S P E C I A L C U T D I T C H DFlatter4:1 or ( Not to Scale)SPECIAL CUT DITCH w/HINGE6.0’4:1 VARIABLEFROM STA. 126+00 TO STA. 129+00 LT DETAIL S6Min. D=1 Ft.Ground Natural2:12:1D ( Not to Scale)STANDARD BASE DITCHBdFROM -L- STA. 128+00 TO STA. 128+37 LT DETAIL T3B= 2 Ft.Max. d= 0.7 Ft.Min. D= 1 Ft.Ground NaturalGroundNatural*When B is < 6.0’Type of Liner= CLASS ’B’ Rip-RapAAW PLAN VIEWSECTION A-A (4’min typ.)Permanent Soil Reinforcement matting (PSRM) (Rip Rap in basin not shown for clarity)Pipe or Ditch OutletSquare Preformed Scour Hole (PSH)Seed with native grasses at installation.PREFORMED SCOUR HOLE*NOT TO SCALENATURALGROUNDBFILL SLOPEPSRM2:12:1 PIPE (d = 15" OR 18")INFLOW3/08 D DETAIL P1W= 4’D= 1’B= 4’FILTER FABRIC RIPRAP WITH LINER: CLASS B-L- STA 121+00 RT 70’-L- STA 121+00 LT 65’Q10 = 2.9 cfs DETAIL P1 PSH SEE Q10 = 3 cfs DETAIL P1 PSH SEE 1 2 1 3 1 2 1 5 1 2 1 6 1 2 1 2 12031202 1 2 0 1 1 2 0 4 12051206 1 2 1 7 1 2 1 8 15" RCP-III 1 2 0 8 2 G I 2 G I 2 G I 2 G I R E M O V E R E M O V E E X I S T . R C B C R E M O V E 15"15" 3 6 " R C P - I V 2 @ 3 G I 1 3 0 5 S E E D E T A I L P R 3 P L A C E O N B A N K S O N L Y C L A S S ’ B ’ R I P R A P d ( Not to Scale)GroundNaturalGroundNaturalVARIABLE PIPE OUTLET RIP RAP DETAIL PR3MIN. 2:1MIN. 2:1CHANNEL BANK TIE TO EXISTING EST. 11 TONS & 28 SY GEOTEXTILE LINER TYPE - CLASS ’B’ RIP RAP d= 2 Ft. LENGTH = 10 FT.-L- STA. 126+96 RT Channel Bedd( Not to Scale)GroundNaturalGroundNaturalVARIABLE PIPE OUTLET RIP RAP DETAIL PR4MIN. 2:1MIN. 2:1CHANNEL BANK TIE TO EXISTING EST. 3 TONS & 10 SY GEOTEXTILE LINER TYPE - CLASS ’B’ RIP RAP d= 1 Ft. LENGTH = 10 FT.-L- STA. 129+60 RT Channel Bed S E E D E T A I L P R 4 P L A C E O N B A N K S O N L Y C L A S S ’ B ’ R I P R A P 2 7 S Y G E O T E X T I L E E S T 3 3 C Y D D E E S T. 3 2 TO N S C L B RIP RA P S E E D E T A I L T 3 T A I L B A S E D I T C H 7 5 ’ L T + 8 0 . 7 7 9 7 . 1 3 ’ L T + 4 9 . 6 5 1 2 5 ’ + 8 8 9 8 . 0 3 ’ + 0 0 1 1 1 ’ + 0 0 8 9 . 1 5 ’ + 8 5 1 0 0 ’ + 8 0 . 7 7 1 1 5 ’ + 0 0 8 0 ’ R T + 8 0 . 7 7 1 0 3 ’ + 9 5 8 8 ’ 7 5 ’ + 7 5 8 8 ’ 7 5 ’ + 3 0 1 0 0 ’ L T + 1 5 7 5 ’ R T + 5 0 7 5 ’ L T + 5 5 97’+30 80’ RT +71.2297’80’+75 97’80’+25 9 6 ’ + 0 1 . 5 1 9 6 . 5 3 ’ + 7 6 1 2 5 ’ + 2 5 9 7 ’ + 2 1 . 7 6 9 7 . 3 3 ’ + 4 4 1 0 7 ’ + 7 0 1 0 7 ’ 1 0 0 ’ 8 0 ’ + 4 0 1 0 7 ’ 1 0 0 ’ + 5 8 1 0 7 ’ 9 8 ’ + 2 6 9 2 ’ + 5 0 1 1 2 ’ 9 7 . 1 6 ’ + 2 5 1 0 3 ’ + 6 0 7 5 ’ + 8 0 8 7 . 9 3 ’ + 5 3 CCFCF F C C C F F F F F N AD 8 3 / 9 5 S l o p e D i t c h F r o n t MIN. 1’ TUCK NATURAL GROUND AND FLUSH WITH INSTALL LEVEL C P r o p o s e d D i t c h REVISIO NS 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 . 13-SEP-2014 12:02R:\Roadway\Proj\R-2603_Rdy_psh13.dgn$$$$USERNAME$$$$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 SEE SHEET NO. 14 MATCH LINE -L- STA. 145+00 SEE SHEET NO. 12MATCH LINE -L- STA. 133+00 R - 2 6 0 3 1 3 09/16/2014 - R/W REVISIO N: REVISED PRO PO SED R/W AND PUE O N PARCELS 86 & 87. - TLW09/02/2014 - R/W REVISIO N: ADDED PUE AND TCE O N PARCELS 85 & 86; ADDED PUE O N PARCELS 87 & 88. - M AE03/ 13/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 88. - M AE 8 " P L A S T IC 8 " P L A S T IC 8 " P L A S T I C B M 7 S 0 9 2 2 ’ 4 1" E 16 2. 0 6 ’ J A C K R A N D L E Q U E E N S H E L I A Q U E E N N U N N T R A V I S Q U E E N R A L P H F R A Z I E R DIRK ZETTELM E I E R LEAH ZETTELM E I E R D B 9 1 2 P G 5 3 4 D B 8 3 2 P G 5 1 4 DB 1043 PG 14 0 E I P E I P EIPEXISTING R/W E XIS T ING R / W E XIS T IN G R / W E X I S T I N G R / W E X I S T I N G R / W N O R T H W IL K E S B O R O C IT Y L IM IT S 3 0 ’ W I D E P R I V A T E E A S E M E N T 2 0’ E XI S TI N G R/ W 16’ EXISTING R/W PER NCDOT R/W ABSTRACT 1 6 ’ E XI S T I N G R/ W P E R N C D O T R/ W A B S T R A C T P E R N C D O T R/ W A B S T R A C T PER NCDOT R/W ABSTRACT 20’ EXISTING R/W 85 8 6 8 7 8 8 40.00’ 14 2 4. 3 5 ’ 2 8 . 3 3 ’ 15 7 8. 11’ 2 8. 5 6 ’ 16 6 8. 0 0’ 24.73’ 40.00’ H W H W v v R C P 3 6 " CMP 18" CM P 18 " GR GR GR GR GR GR GR H T R D K D K D K D K H T R HTR HTR HTR HTR H T R DK D K DK DK S W O O D SI D E D R GR GR FLA G PO LE C M P 60" DK S D K 15 " H D P E 7 4 7 5 7 6 TT T T T 6 "P V C 6 " P V C N C 2 6 8 E L K I N R D 2 2 ’ B S T Q UE E N D R G R - B L - 2 4 E V E L Y N B L A C K B U R N W I L L I A M B L A C K B U R N D B 9 8 5 P G 1 0 0 8 2 EVELYN BLACKBURN WILLIAM BLACKBURNDB 985 PG 100 82 3 7. 4 6 ’ + 38. 6 0 8 . 4 5 ’ + 4 3 . 7 1 S H E I L A & R O N N I E C H U R C H D B 9 0 0 P G 1 1 5 135 140 145 -L- PT Sta. 140+43.69 -L-PI Sta 135+15.68DL = 1,062.92’T = 534.92’R = 3,820.00’V = 50 mphSE = 0.03 P I S t a 1 0 + 6 7 . 3 0 DL = 5 3 . 1 6 ’ T = 2 7 . 6 0 ’ R = 8 0 . 0 0 ’ - Y 1 4 - -Y14- POT Sta. 11+12.64 -Y14- PT Sta. 10+92.86 - L - P O C S t a . 1 3 8 + 0 0 . 0 0 - Y 1 4 - P O T S t a . 1 0 + 0 0 . 0 0 = -Y14- PC Sta. 10+39.70 145 EOP-F 26.00’EOP-F 24.75’EOP-F20.25’F-F EOP-F 36.75’ +43.69 12.75’ +97.75 EOT-F 24.75’ EOP-F 20.25’ F-F 26.00’ F-F 9.5’ 0 20 2 0 30 3 0 1 0 1 0 20 2 0 0 0 3 0 3 0 2 0 2 - Y 1 4 - P T 1 0 + 9 2 . 8 6 E N D C O N S T R U C T I O N 12’ 2’-9" C&G 1’-6" C&G 1 ’ - 6 " C & G 1 ’ - 6 " C & G - L- - Y 1 4 - 2 ’ - 9 " C & G 5 0 ’ ( T Y P . ) +43.69 1 4 1 + 3 3 . 1 5 - 1 4 1 + 4 3 . 6 9 T O 1 ’ - 6 " C & G T R A N S I T I O N 2 ’ - 9 " C & G 10 0 ’ T A P E R 3 5 ’ R 3 5 ’ R C A T - 1 PS 4’ PS 4’ PS4’PS8’ +87.48 4’ PS - D R I V E 4 - -DRIVE4- PC Sta. 10+54.03 - D R I V E 4 - P T S t a . 1 0 + 9 8 . 4 8 -L- POC Sta. 136+00.00 -DRIVE4- POT Sta. 10+00.00= - D R I V E 4 - P O C 1 4 + 0 0 . 0 0 E N D C O N S T R U C T I O N 6’6’ A A 2 0 3 5 A D T 2 0 1 5 A D T - L - N C 2 6 8 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 2 2 , 2 0 0 1 6 , 8 4 0 < 1 0 0 < 1 0 0 2 2 , 2 0 0 1 6 , 8 4 0 - Y 1 4 - W O O D S I D E D R . D R I V E W A Y R A D I I A R E 1 0 ’ U N L E S S N O T E D O T H E R W I S E - D R I V E 4 - P C S t a . 1 2 + 3 9 . 6 1 - D R I V E 4 - P O T S t a . 1 4 + 4 9 . 9 2 - D R I V E 4 - P T S t a . 1 4 + 2 0 . 5 4 - D R I V E 4 - P T S t a . 1 3 + 0 0 . 4 9 - D R I V E 4 - P C S t a . 1 3 + 6 0 . 7 0 - D R I V E 4 - P I S t a 1 0 + 7 9 . 8 2 DL = 4 4 . 4 6 ’ T = 2 5 . 7 9 ’ R = 3 5 . 0 0 ’ P I S t a 1 2 + 7 0 . 0 8 DL = 6 0 . 8 8 ’ T = 3 0 . 4 8 ’ R = 5 0 0 . 0 0 ’ P I S t a 1 3 + 9 4 . 7 9 DL = 5 9 . 8 4 ’ T = 3 4 . 0 9 ’ R = 5 0 . 0 0 ’ - D R I V E 5 - P O T S t a . 1 1 + 0 0 . 0 0 - D R I V E 5 - P O T S t a . 1 0 + 0 0 . 0 0 - D R I V E 4 - P O C S t a . 1 2 + 9 4 . 6 9 = - D R I V E 5 - P O T 1 0 + 7 5 . 0 0 E N D C O N S T R U C T I O N S E E S H E E T 3 5 F O R - D R I V E 4 - & - D R I V E 5 - P R O F I L E S S E E S H E E T 3 2 F O R - Y 1 4 - P R O F I L E S E E S H E E T 2 5 F O R - L - P R O F I L E 6 ’ 6 ’ -DRIVE5- G R A U 3 5 0 T L - 2 T L - 2 G R A U 3 5 0 1 2 ’ B E R M D I T C H S E E R D W Y S T D . 2 4 0 . 0 1 - L - S T A 1 4 1 + 0 0 t o 1 4 2 + 7 5 C B C B F S F S F S FS 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P 15" RCP-III 18" 1 5 " 15" RCP-III 18" 15" RCP-III 3GI D Flatter 4:1 or ( N o t t o S c a l e ) S P E C I A L C U T D I T C H w / H I N G E 6 . 0 ’ 4:1 VARIABLE F R O M S T A . 1 4 0 + 5 0 T O S T A . 1 4 2 + 0 0 L T D E T A I L S 6 M i n . D = 1 F t . G r o u n d N a t u r a l S E E D E T A I L S 6 S P E C I A L C U T D I T C H AAW PLAN VIEWSECTION A-A (4’min typ.)Permanent Soil Reinforcement matting (PSRM) (Rip Rap in basin not shown for clarity)Pipe or Ditch OutletSquare Preformed Scour Hole (PSH)Seed with native grasses at installation.PREFORMED SCOUR HOLE*NOT TO SCALENATURALGROUNDBFILL SLOPEPSRM2:12:1 PIPE (d = 15" OR 18")INFLOW3/08 D DETAIL P1W= 4’D= 1’B= 4’FILTER FABRIC RIPRAP WITH LINER: CLASS B-L- STA 142+50 RT 65’-L- STA 136+00 LT 70’ 15" 18 " RCP - III Q10 = 1.2 c f s GRADE TO E L . 1 0 1 1 PSH SEE DE T A I L P 1 Q 1 0 = 2 . 3 c f s E S T . E X . 5 C . Y . G R A D E T O E L . 1 0 2 5 P S H S E E D E T A I L P 1 13051304 1 3 0 3 1 3 0 2 1 3 0 1 1 3 0 6 1 3 0 7 1 3 1 0 1 3 0 9 1 3 0 8 1 3 1 1 1 3 1 2 1 3 1 3 1 3 1 4 B D O B D O B E R M D I T C H S E E R D W Y S T D . 2 4 0 . 0 1 - L - S T A 1 4 3 + 0 0 t o 1 4 4 + 5 0 B E R M D I T C H S E E R D W Y S T D . 2 4 0 . 0 1 - L - S T A 1 4 4 + 6 0 t o 1 4 5 + 5 0 15" B E R M D I T C H S E E R D W Y S T D . 2 4 0 . 0 1 - Y 1 6 - S T A 1 2 + 5 0 t o 1 3 + 9 0 B E R M D I T C H S E E R D W Y S T D . 2 4 0 . 0 1 - L - S T A 1 4 4 + 6 0 t o 1 4 5 + 5 0 2GI 2 G I 2 G I 2 G I 2 G I 2 G I R E M O V E R E M O V E 2 G I 1 3 1 6 1 5 " L S e t c . G I 10:1 2 0 :1 ( N o t t o S c a l e ) F A L S E S U M P 2 . 0 ’ S T A . - L - 1 4 2 + 2 5 S T A . - L - 1 3 8 + 2 5 S T A . - L - 1 4 0 + 2 5 S T A . - L - 1 3 4 + 2 5 S T A . - L - 1 3 6 + 2 5 D E T A I L F T r a f f i c F l o w O u t s i d e D i t c h 1.0’ M ax 0.5’ M in. S = D i t c h S l o p e 1 5 " 2 G I 1 3 1 5 15" 90’75’+75 9 5 ’ 7 5 ’ + 7 0 9 5 ’ 7 5 ’ + 0 0 7 5 ’ R T + 4 3 . 6 9 8 5 ’ + 5 0 7 5 ’ + 7 0 7 5 ’ + 2 5 7 5 ’ + 6 0 1 0 0 ’ + 9 0 9 0 ’ 7 5 ’ + 2 0 100’+22 75’+22 7 5 ’ + 7 8 1 1 8 ’ + 0 5 1 0 0 ’ 7 5 ’ + 2 5 1 1 7 ’ + 8 2 7 8 ’ + 9 0 1 0 0 ’ 7 5 ’ + 7 5 140’ LT +50 1 6 7 ’ + 0 7 1 9 5 ’ + 1 7 2 0 5 ’ + 8 9 1 6 8 ’ + 7 5 130’94.20’+09118’+40 1 7 2 ’ 1 6 0 ’ + 7 3 1 7 2 ’ 1 6 2 ’ + 8 5 1 5 5 ’ L T + 0 0 1 7 4 . 3 4 ’ + 9 0 1 7 6 . 1 0 ’ + 5 8 2 1 7 ’ + 5 0 2 2 2 ’ + 1 5 1 7 7 ’ + 4 0 1 3 0 ’ L T + 4 3 . 6 9 1 4 6 . 0 7 ’ L T + 5 0 . 0 0 1 7 1 . 8 2 ’ + 3 0 & 1 7 0 ’ L T 1 3 8 . 1 8 ’ L T + 4 0 . 0 0 F CF F C F F F F C N A D 8 3/ 9 5 S l o p e D i t c h F r o n t Slope Ditch Front G e o t e x t i l e C Proposed Ditch Sl o p e Di t c h Fr o n t REVISIO NS 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 . 02-SEP-2014 09:03R:\Roadway\Proj\R-2603_Rdy_psh14.dgn$$$$USERNAME$$$$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 SEE SHEET NO. 15 MATCH LINE -L- STA. 159+00 SEE SHEET NO. 13MATCH LINE -L- STA. 145+00 R - 2 6 0 3 1 4 3/13/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 88. - M AE8/7/2013 - R/W REVISIO N: ADDED A W O O DEN PLAYHO USE AND SW ING O N PARCEL 90. - KNW 9/2/2014 - R/W REVISIO N: ADDED PUE O N PARCELS 88, 89, 90, & 92; CHANGED PDE TO DUE O N PARCEL 92 AND CREATED PARCELS 89Z AND 90Z. - M AE8" PLASTIC 8 " P L A S T I C 8 " P L A S T I C 8 " P L A S T I C N 8547’19" EN 8547’19" EN 8342’41" E S 85 47’19" W S 8547’19" W N 7100’19" E S 8547’19" WS 8537’49" W S 09 22’41" E S 09 22’41" E S 09 22’41" E N 0 1 0 4’ 2 1" E N 0 1 0 7’ 5 1" E N 0 1 0 2’ 1 9" E N 0102’19" EN 0102’19" E 144.63’134.87’124.38’ 151.65’ 141.87’124.23’131.76’119.83’139.72’119.43’110.26’ 1 0 0. 5 4’ 1 0 5. 5 3’ 1 1 0. 3 3’ 130.21’157.06’RAUL RIVAS JULIE YOUNCE CARL YOUNCE BERTHA MORA FELIPE MORA PATRICIA TRICE JAMES TRICE RUTH PEARSON GARY PEARSON C H R IS T Y H A L L P A T R IC IA S H E W C H R IS S H E W N A N C Y JO H N S T O N VICTOR GARCIACHRISTOPHER WATSON F C J O H N S O N H E I R S A L I C E P R E V E T T E ROYALE LAZE N B Y DB 902 PG 406 DB 885 PG 82 DB 885 PG 85 DB 800 PG 398 DB 965 PG 248 D B 902 P G 300 D B 710 P G 848 D B 523 P G 340 DB 980 PG 129DB 786 PG 372 N O D E E D I N S U F F I C I E N T D E S C R I P T I O N M A P P E D B Y G I S D B 1 0 9 7 P G 1 6 3 DB 688 PG 4 1 3 REBARREBARREBAR REBAR EIP REBAR REBAR REBAR R E B A R R E B A R EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W 60.00’60.00’NORTH WILKESBORO CITY LIMITS899091 9 2 9 3 151 152 153 154 155156157158 773 .27’ 1386 .63’ 853.36’15" CMP DI H W H W vvCMP18" CMP 30" 1 BARREL 4’x3’ CMP 15"MONCONCRCP15" S S O I L S OI L S O I L S CONCDK 1SFD S S72" WD 72" WD1SFDGRGR GR HTRDKGRS1SFD 1SBKDCONCGR48" CHLCONC 48" CHL 1SBKDDKCONCBLK WALL W/LTBSTSR 2090 VISTA LANE 20’BST 1SFD1SFD DK S S S CONC 48" WD RAIL72" WD 7 2" W D 72" WD W/LT DKCONC1SBKDDKDKCONC N C 2 6 8 E L K I N R D 2 1 ’ B S T DK15" HDPE 15" CMPFLAGPOLE15" PLASTICT T 6"PVC 2"PVC 2"PVC 6 " P V C 6 " P V C R E P E A T E R T E L E 6"PVC-BY9-60 -BY9-59 -BL-25 - B L - 2 6 EVELYN BLACKBURN WILLIAM BLACKBURNDB 985 PG 100 82 1SFD W O O D S QUEEN DR GR24.94’+30.53 50 .22’ +05 .14 29.99’ + 29.35 28.71’+41.9031.37’+69.3028.29’+61.63WD TIMBERS & GRPLAY HOUSESWING CLEAN OUT 3.15’ DEEP 88 SHEILA & RONNIE CHURCHDB 900 PG 115 R O B E R T W Y A T T D B 8 3 6 P G 2 1 0 D B 6 5 8 P G 1 7 9 4 D B 7 6 1 P G 5 8 5 18" CMP PAVED DITCH PAVED DITCH NORTH WILKESBORO CITY LIMITSPAVED DITCH145 150 155 P I S t a 1 3 + 7 3 . 9 4 DL = 1 8 0 . 6 6 ’ T = 9 2 . 1 2 ’ R = 3 7 5 . 0 0 ’ - Y 1 6 - - L - P O T S t a . 1 4 6 + 4 5 . 3 5 - Y 1 6 - P O T S t a . 1 5 + 0 0 . 0 0 = -Y16- PT Sta. 14+ 6 2 . 4 8 -Y1 6 - P C S t a . 1 2 + 8 1 . 8 2 145 EOP-F EOP-F 24.75’ EOP-F 21.5’ F-F 24.75’ EOP-F 21.5’ F-F 24.75’ +43.35 36.75’ +43.35 EOP-F 12.75’+93.35EOT-FEOT-F EOP-F 36.75’ +88.41 24.75’ +88.41 4’ PS 4’ PS 24.75’ EOP-F 4’ PS 9.5’ F-F F-F9.5’ F-F 9.5’ 0 2 0 2 0 2 024010001020202010001020 20 1000001010202 - Y 1 6 - P O T 1 0 + 6 5 . 0 0 B E G I N C O N S T R U C T I O N S E = 0 . 0 2 V = S T O P C O N D I T I O N 10’10’9.4’9.4’CONC. ISLAND.PRO. MONO. 1’-6" C&G1’-6" C&G 1 ’ - 6 " C & G 1 ’ - 6 " C & G G R A U 3 5 0 T L - 3 - L - -Y16-TAPER35’(TYP.)20’+15 10 0 ’ T A P E R 10 0 ’ T A P E R 100’ TAPER PS4’PS4’ 8 :1 T AP E R 16’16’+87.484’ PS02 15’R15’R -Y15- POT Sta. 11+75.00 - Y 1 6 - P O T S t a . 1 2 + 0 0 . 0 0 - Y 1 5 - P O T S t a . 1 0 + 0 0 . 0 0 = 11 10 09 08 07 06 05 04(TYP.)15’+9515’R 15’R 9’9’+7 0 +75+85+95 -Y15- POT 11+64.69 END CONSTRUCTION - L - S T A 1 5 1 + 2 4 B E G I N S B G -Y15- A A 2 0 3 5 A D T 2 0 1 5 A D T - L - N C 2 6 8 V I S T A L A N E - Y 1 6 - S R 2 0 9 0 2 2 , 2 0 0 1 6 , 8 4 0 2 2 , 0 0 0 1 6 , 6 4 0 2 0 0 2 0 0 < 1 0 0 < 1 0 0 2 0 0 2 0 0 S E E S H E E T 2 B - 6 F O R - Y 1 6 - I N T E R S E C T I O N D E T A I L S E E S H E E T 3 3 F O R - Y 1 6 - P R O F I L E S E E S H E E T 3 2 F O R - Y 1 5 - P R O F I L E S E E S H E E T 2 6 F O R - L - P R O F I L E 2 G I 2 G I 2 G I 2 G I F S S E E D E T A I L S 6 S P E C I A L C U T D I T C H S E E D E T A I L S 3 S P E C I A L C U T D I T C H SEE DETAIL S2 SPECIAL CUT DITCH BDO F S 5 S Y G E O T E X T I L E E S T . 1 T O N S C L A S S ’ B ’ R I P R A P 5 S Y G E O T E X T I L E E S T . 1 T O N S C L A S S ’ B ’ R I P R A P B D O 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 5 S Y G E O T E X T I L E E S T . 1 T O N S C L A S S ’ B ’ R I P R A P 2 1 S Y G E O T E X T I L E E S T . 8 T O N S C L A S S ’ B ’ R I P R A P 1 5 " R C P - I I I 2 G I 15" 3 0 " R C P -III D Flatter 4:1 or ( N o t t o S c a l e ) S P E C I A L C U T D I T C H w / H I N G E 6 . 0 ’ 4:1 VARIABLE F R O M S T A . 1 5 5 + 0 0 T O S T A . 1 5 5 + 7 5 L T D E T A I L S 6 M i n . D = 1 F t . G r o u n d N a t u r a l DFlatter4:1 or( Not to Scale)SPECIAL CUT DITCH w/HINGE6.0’4:1 VARIABLEFROM -L- STA. 155+75 TO STA. 157+00 LT DETAIL S3GroundNaturaldMax. d=0.9 Ft.Min. D=0.9 Ft.Type of Liner= PSRM 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H B d F R O M - L - S T A . 1 5 5 + 7 5 T O S T A . 1 5 6 + 8 9 L T D E T A I L T 3 B = 2 F t . M a x . d = 0 . 7 F t . M i n . D = 1 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p 1 5 " 14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAPB2:12:1D ( Not to Scale)STANDARD BASE DITCHSTA. -L- 146+15 RT DETAIL T1B=2 Ft.Min. D=1 Ft.Ground NaturalGroundNatural 15"15"18" RCP-III 24" RCP-III FS FSLSetc.GI 10:120:1 ( Not to Scale)FALSE SUMP2.0’STA. -Y16- 13+68 STA. -L- 154+50 STA. -L- 149+25 STA. -L- 147+75 DETAIL FTraffic Flow Outside Ditch 1.0’ M ax0.5’ Min.S=Ditch Slope 5 4" RC P-III 14041405140614071408 1 4 2 7 1 4 1 0 1 4 1 1 1 4 1 2 1 4 1 3 1 4 1 4 1 4 2 1 1 4 1 6 1 4 1 7 1 4 1 8 1 4 1 9 1 4 2 2 1 4 2 4 1 4 2 6 1 4 2 5 15"14033GI 140114022:1DFlatter4:1 ord( Not to Scale)SPECIAL CUT DITCHFROM -Y16- STA. 11+33 TO STA. 11+73 RT FROM -Y16- STA. 11+50 TO STA. 13+00 LT Ground Natural DETAIL S2Type of Liner= PSRMMax d=0.4 F t . Min. D=0.5 F t . 1415 140915" BERM DITCHSEE RDWY STD. 240.01-Y16- STA 12+50 to 13+90BERM DITCHSEE RDWY STD. 240.01-L- STA 144+60 to 145+502GI2GI2GI 2GI 2 G I 2 G I EST 24 CY DDE SEE DETAIL T1 TAIL DITCH EST 11 CY DDE SEE DETAIL L1 LATERAL ’V’ DITCH R E M O V E R E T A I N REMOVE R E M O V E 15" RCP-III 3 0 " 1 5 " 1 5 " 1 5 " 1 5 " 8 9 S Y G E O T E X T I L E E S T 1 8 3 C Y D D E S E E D E T A I L T 3 E S T . 1 0 8 T O N S T A I L B A S E D I T C H S P E C I A L T B J B w / M H REMOVE75’+7085’+5075’+7585’+00100’75’+00100’75’+30 9 0 ’ 7 5 ’ + 9 0 9 0 ’ 7 5 ’ + 2 0 8 5 ’ 6 4 . 3 3 ’ + 6 5 8 5 ’ 7 2 . 3 3 ’ + 3 5 9 5 ’ 6 5 ’ + 3 5 9 5 ’ 6 5 ’ + 7 0 8 8 ’ 6 0 ’ + 6 3 9 0 ’ 6 0 ’ + 6 0 9 0 ’ 6 0 ’ + 9 0 29.49’+34 -Y16- 8 8 ’ + 3 2 6 0 ’ + 2 5 5 5 ’ R T + 0 0 6 5 ’ R T + 5 0 28.62’ RT +55 -Y16-25’ LT +64.66 -Y15-35’ RT +62.76 -Y15-115’ LT +35 31.61’ LT +81.82 -Y16-30.72’+55 -Y16-42’+75 -Y16-90’ RT +40 -Y16-43.38’+55.93 -Y15-160’+44.58 145’ LT +35 55’-Y16- +50 31.37’+69.03 -Y16-51’+68.87 -Y16-80’+13 -Y16-50’+07.55 -Y16- 1 3 1 ’ + 3 4 1 3 7 ’ + 8 6 1 1 5 ’ + 7 0 1 3 8 ’ 1 3 1 ’ 1 1 5 ’ + 0 0 45’28.98’+05 -Y16- 1 3 0 ’ + 3 5 7 5 ’ R T + 2 5 6 5 ’ R T + 0 0 6 0 ’ R T + 0 0 89Z90ZCFF CF C C C F C CC F FFFCCC N A D 8 3/ 9 5 S l o p e D i t c h F r o n t S l o p e D i t c h F r o n t S l o p e D i t c h F r o n t Slope Fill G R O U N D N A T U R A L S L O P E FI L L G E O T E X T I L E Slope Ditch Front Slope FillSlope FillREVISIONS 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 . 02-SEP-2014 09:03R:\Roadway\Proj\R-2603_Rdy_psh15.dgn$$$$USERNAME$$$$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 SEE SHEET NO. 16 MATCH LINE -L- STA. 173+00 SEE SHEET NO. 14MATCH LINE -L- STA. 159+00 1 5 R - 2 6 0 3 T H IS S H E E T M AT C H LIN E - Y17 - S T A . 16 + 0 0 THIS SHEET MATCH LINE -Y17- STA. 16+00 3/13/2014 - R/W REVISIO N: UPDATED PRO PERTY LINE O N PARCEL 97; UPDATED PRO PERTY O W NER NAM E, DEED REFERENCE, AND PRO PERTY LINE O N PACEL 99. - M AE7/21/2014 - R/W REVISIO N: REVISED PRO PO SED R/W AND TCE O N PARCELS 97 & 99. - KNW ADDED STATIO N AND O FFSET LABEL AT -L- 169+80, 70’ RT. - M AE9/2/2014 - R/W REVISIO N: REM O VED TCE AND ADDED PUE O N PARCEL 92; ADDED PUE AND REVISED TCE O N PARCEL 94; ADDED PUE AND CHANGED PDE TO PUE O N PARCELS 95 & 98; 8 " P L A S T I C 8 " P L A S T I C 8 " P L A S T I C B M 8 S 8509’18" E S 8544’35" E N 28 23’36" W N 17 55 ’20" W N 1841’08" E 110.53’ 1231.06’ 49.95’ 35 .34 ’ 94.81’ M A R G IE W Y A T T R I C H A R D H O L L O W A Y R O B E R T W Y A T T D B 7 6 1 P G 5 8 5 D B 8 9 2 P G 9 8 D B 8 3 6 P G 2 1 0 REBAREXISTING R/W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EX IST ING R /W E X I S T I N G R / W N O R T H WIL KES B O R O CIT Y LI MITS NORTH WILKESBORO CITY LIMITS LI NE AS P E R GIS D B 6 5 8 P G 1 7 D B 6 5 8 P G 17 9 4 9 5 9 6 93.36’ 147.33’ 40.00’ 40.00’ 362.94’ 218.51’ 18" RCP HW H W CM P 3 0 " CM P 18 " S N C 2 6 8 E L K I N R D 2 2 ’ B S T W / L T 1 S M B U S G R W / L T GR G R W / L T BS T S S W / L T C B S D I 1 S B L K B U S 1 5 " C M P 18" CMP PAVED D ITCH PAVED D ITCH T T T T T T T 6"PVC 6"PVC 6 " P V C 6 " P V C 6 " A C 6"PVC MARGIE WYATTDB 761 PG 585DB 658 PG 17 95 SR 2 0 86 BEAUMONT POPLAR ST 19 ’ B ST -BY 1 0 - 6 2 -BL - 2 7 - B L - 2 8 F C JOHNSON HEIRSNO DEEDINSUFFICIENT DESCRIPTIONMAPPED BY GIS 92 G R 1 B A R R E L 4’ x2’ 49.34’ +08.66 1 1 . 7 8 ’ + 3 2 . 5 5 9 8 9 2 M A P P E D B Y G I S I N S U F F I C I E N T D E S C R I P T I O N F C J O H N S O N H E I R S 9 8 D B 7 6 1 P G 5 8 5 A L A N J O H N S O N D B 7 6 9 P G 4 2 0 D B 2 0 9 P G 2 0 0 9 7 E IP N 0 3 3 2’18" E 2 17.5 7’ N 0 3 3 2’18" E 3 7.6 4’ S 5 8 3 5 ’ 4 6 " W 8 7 . 2 2 ’ S 5 8 3 5 ’ 4 6 " W 1 5 6 . 8 3 ’ P L = NO R T H WI L KE S B O R O CI T Y LI MI T S U S T 160 165 170 -L- POT Sta. 163+7 6 . 6 2 -Y17- POT Sta. 18+ 9 3 . 5 6 = EOP-F 24.75’ EOP-F 24.75’ EOP-F 21.5’ F-F 24.75’ +83.24 EOP-F 36.75’ +02.52 12.75’ +33.24 EOP-F 36.75’ +83.24 EOP-F24.75’+1812.75’+38.41 EOT-F EOT-FEOP-FEOP-F 24.75’EOP-FF-F 4’ PS36.75’9.5’F-FF-F9.5’ F-F 9.5’ 4’ PS4’ PS 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 0 0 1 0 2 1 0 ’ C O N C . I S L A N D . P R O . M O N O . 1’-6" C&G1’-6" C&G 1 ’ - 6 " C & G 1 ’ - 6 " C & G CAT-1 - L - -Y17- CONC. IS L A N D . PRO. MO N O . +33.24 4’ PS F-F 9.5’ 10 0 ’ T A P E R 10 0 ’ T A P E R 100’ TAPE R 2 5 0 ’ T A P E R 1 6 ’ 2 4 ’ 3 6 ’ 2 4 ’ 3 6 ’ C A T - 1 A T - 1 8:1 TAPERPS4’ + 3 0 1 0 ’ + 5 0 -L- STA 161+76 END SBGA A2035 ADT 2015 ADT-L- NC 26821,700 16,340 700 560200130500430 BEAUMONT POPLAR ST.-Y17- SR 208622,000 16,640 S E E S H E E T 2 B - 6 F O R - Y 1 7 - I N T E R S E C T I O N D E T A I L S E E S H E E T 3 3 F O R - Y 1 7 - P R O F I L E S E E S H E E T 2 6 F O R - L - P R O F I L E T O D R A I N G R A D E C U T 1 8 " H W F S 28 SY GEOTEXTILE EST 10 TONS CLASS ’B’ RIP RAP 1 8 " 1 8 " 1 8 " 2 1 S Y G E O T E X T I L E E S T . 8 T O N S C L A S S ’ B ’ R I P R A P TO DRAIN GRADE CUT14 SY GEOTEXTILE EST. 5 TONS CLASS ’B’ RIP RAP 1 8 " GRADE TO DRA IN SEE DETAIL S6 SPECIAL CUT DITCH D Flatter 4:1 or ( N o t t o S c a l e ) S P E C I A L C U T D I T C H w / H I N G E 6 . 0 ’ 4:1 VARIABLE F R O M S T A . 1 6 0 + 0 0 T O S T A . 1 6 3 + 0 0 L T D E T A I L S 6 M i n . D = 1 F t . G r o u n d N a t u r a l 1 5 " D Flatter 4:1 or ( N o t t o S c a l e ) S P E C I A L C U T D I T C H w / H I N G E 6 . 0 ’ 4:1 VARIABLE F R O M S T A . 1 6 8 + 0 0 T O S T A . 1 7 0 + 5 0 L T F R O M S T A . 1 6 5 + 0 0 T O S T A . 1 6 7 + 5 0 L T D E T A I L S 3 G r o u n d N a t u r a l d M a x . d = 0 . 9 F t . M i n . D = 0 . 9 F t . T y p e o f L i n e r = P S R M TO 17+50 RT EST. 100 SY DITCH STATION 14+50 PLACE PSRM IN ROADWAY W / P S R M S E E D E T A I L S 3 S P E C I A L C U T D I T C H W / P S R M S E E D E T A I L S 3 S P E C I A L C U T D I T C H 2:1 D Flatter 4:1 or d ( N o t t o S c a l e ) S P E C I A L C U T D I T C H F R O M S T A . 1 7 0 + 5 0 T O S T A . 1 7 1 + 0 0 L T G r o u n d N a t u r a l D E T A I L S 2 T y p e o f L i n e r = P S R M M a x d = 0 . 9 F t . M i n . D = 0 . 9 F t . LATERAL ’V’ DITCH( Not to Scale)D 2:12:1 b1"/Ft.FROM -Y17- STA. 15+50 TO STA. 16+00 LT b= 2 Ft.Min. D=0.5 Ft.DETAIL L1GroundNatural 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P 15" 2 4 " R C P -III 18" B 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H FROM S T A . 1 7 2 + 1 6 T O S T A . 1 7 2 + 7 0 L T D E T A I L T 1 B=2 Ft.Min. D=1 Ft.Ground Natural G r o u n d N a t u r a l W / P S R M S E E D E T A I L S 2 S P E C I A L C U T D I T C H 1501 1 5 0 2 1 5 0 3 1 5 0 4 1 5 0 5 1 5 0 6 1 5 0 7 1 5 0 8 1 5 0 9 1 5 1 0 1 5 1 1 1 5 1 2 1 5 1 3 1 5 1 4 4 8" RC P-III ( N o t t o S c a l e ) T O E P R O T E C T I O N d FL A T TE R 2:1 O R F R O M S T A . 1 7 1 + 5 0 T O S T A . 1 7 2 + 0 0 L T D E T A I L T P 1 T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p d = 1 . 5 F t . 2 G I 2 G I 2 G I 1 6 0 7 E S T 2 4 C Y D D E S E E D E T A I L T B 3 T A I L B A S E D I T C H E S T 3 1 C Y D D E S E E D E T A I L T 1 T A I L D I T C H R E T A I N REM O V E R E M O V E R E M O V E R E M O V E REMOVE R E M O V E D I 2 4 " R C P - I I I 24" RCP-III B 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H F R O M S T A . 1 7 0 + 8 7 T O S T A . 1 7 1 + 0 6 R T D E T A I L T 3 B = 3 F t . M i n . D = 2 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l 4 1 S Y G E O T E X T I L E T O E P R O T E C T I O N 18" CMP R E M O V E E X I S T . R C B C 85’60’+7585’61’+10 9 5 ’ 6 0 ’ + 0 0 9 5 ’ 8 2 ’ 6 0 ’ + 6 0 7 0 ’ + 2 0 1 1 0 ’ + 2 5 7 0 ’ + 4 0 8 0 ’ + 7 0 8 0 ’ + 5 0 7 0 ’ + 2 0 1 1 5 ’ + 6 5 96’+36 70’+27 7 0 ’ + 5 0 1 2 0 ’ + 9 5 70’ RT +00 60’ RT +00 9 0 ’ + 0 5 9 0 ’ 7 0 ’ + 6 0 7 0 ’ R T + 7 5 . 9 3 7 0 ’ + 5 5 132’+50 115’ LT +62.72 5 9 . 5 6 ’ + 5 0 - Y 1 7 - 6 0 ’ L T + 6 5 - Y 1 7 - 8 0 ’ + 7 5 8 0 ’ + 9 5 9 5 ’ + 8 2 . 1 4 9 5 ’ + 0 0 8 0 ’ L T + 0 0 70’+0270’+1396’+0493’ +94 7 0 ’ + 8 0 9 5 ’ + 2 5 S 60 58’53" W S 66 47’13" W 266.95’ 249.35’ M A R G I E W Y A T T BERNICE WALSHGARY WALSH A L M E D A E L L E R W IL L IA M E L L E R M A R G I E W Y A T T D B 7 6 1 P G 5 8 5 DB 702 PG 282 D B 6 6 2 P G 5 4 3 D B 7 0 4 P G 6 17 D B 7 6 1 P G 5 8 5 REBAR E X I S T I N G R / W E X I S T I N G R / W EXISTING R / W EXISTING R/W 60.00’ LINE AS PER GISLINE AS PER GIS D B 6 5 8 P G 1 7 D B 6 5 8 P G 1 7 9 5 9 5 159 1 6 0 SR 2086 BE A U M O N T P O P L A R S T 1 9 ’ B S T SOIL SOIL CONC CONC W / L T CONC W ALL CONC WALL BST 1 5 " C M P 15" CMP 15" C MP T T T 6 " P V C 6"PVC -BY10-61 15 -Y17- PT Sta. 14+20.60 -Y17- PC Sta. 12+31.31 -Y17- POT Sta. 10+00.00 02 024 013 02 01 00 01 0 2 0 4 0 3 0 4 0 3 0 2 01 00 01 02 02 - Y 1 7 - P I S t a 1 3 + 2 6 . 3 0 DL = 1 8 9 . 3 0 ’ T = 9 5 . 0 0 ’ R = 9 0 0 . 0 0 ’ -Y17- POT 11+1 5 . 0 0 BEGIN CONSTRUC T I O N S E E S H E E T 3 4 F O R - Y 1 7 - P R O F I L E V = 4 0 m p h S E = 0 . 0 4 10’10’ 9.3’ 9.8’ - Y 1 7 - ( T Y P . ) 2 0 ’ +17.98 T A P E R 2 5 ’ 10’10’ +57.98 +13.93 E S T. 1 0 0 S Y S TA TIO N 14 + 5 0 TO 17 + 5 0 RT P LA C E P S RM I N RO A D W A Y D ITC H TO 17+50 RT EST. 100 SY DITCH STATIO N 14+50 PLACE PSRM IN RO ADW AY 2:1DFlatter4:1 ord( Not to Scale)SPECIAL CUT DITCHFROM -Y17- STA. 13+00 TO STA. 15+50 LT Ground Natural DETAIL S2Type of Liner= PSRMMax d=0.5 Ft.Min. D=1 Ft. S E E D E T A I L S 2 W / P S R M S P E C I A L C U T D I T C H LATERAL ’V’ DITCH( Not to Scale)D 2:14:1 b1"/Ft.FROM -Y17- STA. 15+50 TO STA. 16+00 LT b= 2 Ft.Min. D=0.5 Ft.DETAIL L1GroundNatural( Not to Scale)LATERAL BASE DITCH2:1DB bd2:11"/Ft.FROM -Y17- STA. 11+15 TO STA. 13+00 LT DETAIL LB1b= 2Ft.B= 2Ft.Max. d= 1Ft.Min. D= 1Ft.Type of Liner= PSRM Ground Natural T O D R A I N G R A D E E S T 5 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H E S T 1 4 C Y D D E S E E D E T A I L L B 1 L A T E R A L B A S E D I T C H R E M O V E 15" C MP 2 8 S Y G E O T E X T I L E E S T 1 0 T O N S C L A S S ’ B ’ R I P R A P 5 0 ’ L T + 2 0 . 6 0 - Y 1 7 - 3 0 . 6 3 ’ L T + 5 0 - Y 1 7 - 4 6 . 8 3 ’ + 0 4 7 6 ’ + 6 8 8 1 ’ + 8 2 9 2 ’ + 8 2 9 2 ’ + 6 8 F C C C CFCFFC C C C C C C C F F C C F C F C C C C C F F C F C FF F C F C C N A D 8 3/ 9 5 N A D 8 3 / 9 5 Slope FillC Proposed Ditch Slope Ditch Front 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 . 16-SEP-2014 16:04R:\Roadway\Proj\R-2603_Rdy_psh16.dgn$$$$USERNAME$$$$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 R - 2 6 0 3 1 6 SEE SHEET NO. 17 MATCH LINE -L- STA. 187+00 SEE SHEET NO. 15MATCH LINE -L- STA. 173+00 S E E S H E E T N O . 2 0 M A T C H L I N E - Y 18 - S T A . 3 5 + 0 0 S E E S H E E T N O . 19 M A T C H L I N E - Y18 - S T A . 2 7 + 0 0 REVISIO NSPARCELS 99, 100, 100A, & 101. - M AE03/ 13/2014 - R/W REVISIO N: UPDATED PRO PERTY LINE O N PARCEL 99; SUBDIVIDED PARCEL 100 INTO PARCELS 100 & 100A; UPDATED PRO PERTY O W NER NAM ES AND DEED REFERENCES O N AND DEED REFERENCE O N PARCEL 161B. - TLW09/16/2014 - R/W REVISIO N: FLATTENED THE SLO PES FRO M -L- (LT) 176+88 TO 179+70 O N PARCEL 101; SUBDIVIDED PARCEL 161 INTO 161 & 161B; PRO VIDED PRO PERTY O W NER INFO TCE O N PARCEL 104; REM O VED PUE O N PARCEL 161; ADDED PUE O N PARCEL 165. - M AE09/02/2014 - R/W REVISIO N: REVISED PUE O N PARCELS 98 & 102; ADDED DUE AND REVISED PDE O N PARCEL 100; ADDED PUE AND REM O VED TCE O N PARCEL 103; ADDED PUE AND REVISED STATIO NS & O FFSETS NEAR -Y18- 34+50 O N PARCEL 100. - KNW07/21/2014 - R/W REVISIO N: REM O VED PRO PO SED R/W & TCE O N PARCEL 99; CO RRECTED SHEET TO SHO W PREVIO USLY REVISED PRO PERTY LINES O N PARCELS 99 & 100A AND TCE W ITH 06/06/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E O N PARCEL 167. - M AE8" PLASTIC 8 " P L A S T IC 8 " P L A S T I C 8 " P L A S T IC 8" PLASTICDIRECTION 8 " P L A S T IC S T U B S 0 4 2 5 ’ 5 3 " E S 8 2 2 6 ’3 6 " W S 8 2 2 6 ’3 6 " W N 4705’49" W N 4705’49" W S 5 1 10 ’ 17 " W N 3846’25" W S 7 0 4 1’2 5 " W S 89 57’23" E S 2815’13" E S 89 57’23" E S 8747’34" E N 0 4 2 5’ 5 2" E N 6 4 19 ’19 " E 2 2 8. 11’ 16 8 .2 9 ’ 2 6 3 .5 0 ’ 287.06’ 62.33’ 2 3 0 . 6 9 ’ 57.03’ 15 .15 ’ 129.48’ 194.98’ 249.02’ 15.14’ 3 7 8. 3 3’ 3 5 2 . 7 6 ’ S T E P H E N J A R V I S M A R G A R E T J A R V I S B R U C E E V A N S D E B R A E V A N S T H E R M O G A S C O M P A N Y F E R R E L G A S , L P F C JOHNSON HEIRS D B 8 0 1 P G 3 4 9 D B 8 3 0 P G 1 3 1 D B 5 3 3 P G 6 9 3 D B 7 8 5 P G 3 3 2 INSUFFICIENT DESCRIPTIONMAPPED BY GIS R E B A R E I P REBAR E I P E X I S T IN G R / W E X IS T IN G R / W EXISTING R/W EXISTING R/W E X IS T ING R / W E X IS T IN G R / W EXISTING R/W EXISTING R/W 4 0 . 0 0 ’ 6 0 ’ N O R TH WI LK ES B O R O CI T Y LI MI T S N O R T H WIL K E SB O R O C IT Y L IM IT S N O R T H WI L K E S B O R O C I T Y L I M I T S LINE AS PER G IS 98 1 0 0 1 0 1 1 0 2 10 3 1 6 5 EXISTING R/W 30.92’ E X IS T I N G R / W 100’ E A S E M E N T D R A I N A G E P E R M A N E N T D B 7 8 5 P G 3 3 3 30" CMP 6 0" RCP L O C . O F C U L V U N A B L E T O O B T A I N APPROX LOCATION 6" PLASTIC S 1 B A R R E L 4’ X 4’ PLASTIC 8" N 6 4 19 ’ 19 " E R O C K WA L L C O N C N C 2 6 8 E LK IN R D 2 1’ B S T G R S SS GAS TANK GAS TANK W D W A L L 1 S M T L B 72" CHL 7 2 " CH L G R G RG R B S T S O I L G S G R BSTBSTCONCBSTGRW/LTGRVENT CAPS W/LT S 1SMTLBUS B S T 1S F B U S 18" CMP 15" CMP18" HDPECANMTL T T T T T 6"AC 6"AC 6 " A C 6 " A C 6"AC 6"AC 6 "A C 6"AC 6"PL 6"PL C A B I N E T S T E L E 6 " A C 1 6 1 B N C 2 6 8 E L K I N R D 2 2 ’ B S T SR 1966 AIRPORT RD 22’ BST - B Y 1 1 - 6 5 - B Y 1 2 - 6 6 - B L - 3 0 - B L - 2 9 - B Y 1 2 - 6 7 CURBCONC 24.74’ +90.99 6 . 6 9 ’ + 9 0 . 8 6 6 5 .5 2 ’ + 3 6 .4 5 70.83’+00.41 A A M A I N V E S T M E N T S , L L C D B 1 1 2 3 P G 3 2 8 A A M A I N V E S T M E N T S , L L C D B 1 1 2 3 P G 3 2 8 95 K E L S E Y R O Y A L D B 7 8 4 P G 4 2 7 1 6 7 E A S E M E N T D R A I N A G E P E R M A N E N T SR 2333 24’ BST RIVER LIBERTY GROVE CHURCH RD 1 0 5 T . C A M E R O N F I N L E Y T A M E L A F I N L E Y D B 8 1 8 P G 4 0 2 1 0 4 LINE AS PER GIS 18 " C MP REBARDB 832 PG 514RALPH THOMAS FRAZIER100A99EIPEIPS 5835’46" W156.83’N 03 32’18" E95.68’N 03 32’18" E217.93’N 03 28’48" E242.38’PL=NORTH WILKESBORO CITY LIMITS99GOTI, INCDB 1173 PG 42 D B 3 8 0 P G 1 4 2 J O H N L E W I S W Y A T T J R . U S T U S T 175 180 3 0 3 5 185 -L- PC Sta. 178+84.93 - Y 1 8 - P T S t a . 3 0 + 2 3 . 4 4 - Y 18 - P C S t a . 3 5 + 0 0 . 7 1 3 5 EOP-F24.75’EOP-F 24.75’EOP-F21.5’F-F EOP-F EOP-F - L - P O C S t a . 1 8 2 + 7 3 . 2 0 - Y 1 8 - P O T S t a . 3 0 + 6 9 . 3 1 = EOP-F 24.75’+7536.75’+75 36.75’ +75 48.75’ +75 12.75’ +24.20 EOT-F 14.00’ +23.30 EOP-F E O P - F 3 6 . 7 5 ’ + 6 5 4’ PS4’ PS F-F9.5’ F-F 24.75’ EOP-F 0 2 0 20 2 0 2 0 1 0 1 0 2 02 03 0 3 033033 0 2 0 2 0 1 0 1 0 0 0 1 0 1 0 0 0 1 0 2 0 3 0 4 12’ +24.20 EOP-F 24.75’ +23.30 C O N C . I S L A N D . P R O . M O N O . C O N C . I S L A N D . P R O . M O N O . C O N C . I S L A N D . P R O . M O N O . C O N C . I S L A N D . P R O . M O N O . 1’-6" C&G1’-6" C&G 2 ’ - 9 " C & G 1’ - 6 " C & G 1’- 6 " C & G 2 ’- 9 " C &G C A T - 1 A T - 1 G R A U 3 5 0 T L - 3 - L - - L- -Y18- -Y18- 1’ - 6 " C & G 8.25’ SEE SHEET 34 FOR -Y18- PROFILE 5 0 ’ ( T YP . ) +24.93 BEG. 2’-9" C&G EOT-F 2 ’ - 9 " C & G 1 7 7 + 2 4 . 9 3 T O 1 7 7 + 7 4 . 9 3 T O 2 ’ - 9 " C & G T R A N S I T I O N 1 ’ - 6 " C & G 1 8 4 + 0 0 . 5 7 T O 1 8 4 + 2 3 . 3 0 T O 2 ’ - 9 " C & G T R A N S I T I O N 1 ’ - 6 " C & G (TYP.) 50’ 10 0 ’ T A P E R 1 00 ’ T A P E R 100’ TAPER 2 0 0 ’ T A P E R -L-V = 50 mphSE = 0.04 PI Sta 184+05.55DL = 1,033.68’T = 520.63’R = 3,500.00’PI Sta 23+45.64DL = 1,357.19’T = 679.38’R = 11,500.00’-Y18-V = 50 mphSE = NC16’ 30’ 38’37’ CAT-1 PS 4’ PS 4’ 8 : 1 T A P E R 8 :1 T AP E R 8:1 TAPER 00 16’ 20’ (TYP.)50’ + 0 0 . 7 1 + 8 0 + 5 0 . 7 1 286.41’ UNIFORM TAPER + 14 . 3 0 A A2035 ADT 2015 ADT -L- NC 26821,700 16,340600390A A14,100 10,890 8,500 6,640-Y18- SR 2333 AIRPORT RD.-Y18- SR 19663,700 2,410 6,800 5,2301,100 8902,500 1,500 +80.00 50.00’ SIGNAL UPGRADE EXISTINGSEE SHEET 2B-6 FOR -Y18- INTERSEC T I O N D E T A I L SEE SHEET 34 FOR -Y18- PROFILE SEE SHEET 27 FOR -L- PROFILE H W 60" RCP-III 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 18"18" D I C B C B 1 5 " R C P - I I I C B 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S ’ B ’ R I P R A P B D O B D O - L - S T A 1 8 4 + 0 0 t o 1 8 5 + 4 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H - L - S T A 1 8 5 + 5 5 t o 1 8 5 + 9 5 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H ( Not to Scale)2:12:1DB b LATERAL BASE DITCH1"/Ft.FROM STA. 185+50 TO STA. 188+00 LT DETAIL L3b=2 Ft.B=2 Ft.Min. D=1 Ft.Ground Natural F S F S B D O 18"18" 1 5 " 15" RCP-III 3 G I F S 15 " 1 5 " 15" 18 " 15 " RC P-III - L - S T A 1 8 6 + 0 5 t o 1 8 7 + 5 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H S E E D E T A I L S 1 S P E C I A L C U T D I T C H - Y 1 8 - S T A 2 6 + 3 3 t o 2 9 + 0 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H B D O 1 6 0 8 1 6 0 2 1 6 0 3 1 6 0 4 1605 1 6 0 6 1607 1 6 1 1 1 6 1 0 1 6 0 9 1 6 1 2 1 6 1 3 1 6 1 4 1 6 1 5 1 6 1 7 1 6 1 8 1 6 1 9 1601 1 6 1 6 1 6 2 3 1 6 2 5 1 5 " R C P - I I I 1 6 2 0 1 6 2 1 1 5 " 15" 1 5 " 1 5 " RC P - I II 15 " RC P- III F S 2 4 " 2 4 " 1 4 S Y G E O T E X T I L E E S T . 5 T O N S C L A S S ’ B ’ R I P R A P 2GI 2 G I 2 G I 2 G I 2 G I 2 G I 2 G I 2 G I 2 G I 2 G I E S T 1 8 4 C Y D D E S E E D E T A I L L 3 L A T E R A L ’ V ’ D I T C H R E T A I N R E M O V E R E M O V E REMOVE1513 1 6 2 6 1 6 2 7 S P E C I A L T B J B w / M H L Setc.GI 10:120:1 ( Not to Scale)FALSE SUMP2.0’STA. -L- 186+25 STA. -L- 178+25 STA. -L- 184+25 DETAIL FTraffic Flow Outside Ditch 1.0’ M ax0.5’ M in.S=Ditch Slope Flatter4:1 orD2:1 ( Not to Scale)SPECIAL CUT DITCHFROM -Y18 STA. 31+50 TO STA. 31+61 RT FROM L STA. 181+50 TO STA. 182+50 RT FROM -Y18 STA. 29+50 TO STA. 30+00 LT DETAIL S1Min. D= 1 Ft.Ground NaturalREMOVE 8 0 ’ L T + 8 4 . 9 3 80.12’+74 95’+0090’+50 8 0 . 1 2 ’ + 7 5 8 0 . 1 4 ’ + 4 5 9 5 . 1 4 ’ + 0 0 9 5 ’ + 7 9 . 1 6 1 0 7 . 5 9 ’ + 2 0 . 8 0 T E L E . C A B I N E T S S T R U C T U R E O R D O N O T D I S T U R B 9 5 ’ + 8 5 . 1 0 1 3 5 ’ + 2 6 1 2 0 ’ + 2 5 8 5 ’ L T + 7 0 8 0 ’ L T + 5 0 - Y 1 8 - 7 0 ’ L T 6 5 ’ + 5 0 - Y 1 8 - 7 0 ’ L T 6 5 ’ + 9 0 - Y 1 8 - 7 0 ’ L T + 5 0 - Y 1 8 - 1 0 3 ’ + 0 5 - Y 1 8 - 5 5 ’ + 3 5 7 7 . 6 2 ’ + 1 9 . 6 1 1 0 8 . 9 1 ’ + 7 9 . 5 5 7 8 . 9 2 ’ + 7 8 . 7 2 5 5 ’ + 8 5 - Y 1 8 - 7 5 ’ 5 5 ’ + 5 0 - Y 1 8 - 7 5 ’ + 7 5 - Y 1 8 - 5 5 ’ + 2 8 . 4 0 - Y 1 8 - 1 0 9 . 1 8 ’ + 0 7 . 4 4 - Y 1 8 - 1 3 0 . 9 0 ’ + 6 5 . 2 7 - Y 1 8 - 70’ RT+75.93 80’+9595’+82.14108’+8795’+7595’+00 1 0 8 ’ 9 6 . 2 4 ’ + 9 2 1 0 8 ’ 9 6 . 6 1 ’ + 0 2 1 0 0 . 8 2 ’ + 8 2 . 8 9 8 5 ’ L T + 5 0 1 0 2 ’ + 4 3 . 9 4 9 6 ’ + 6 0 1 0 9 ’ + 6 1 9 6 ’ + 4 8 1 1 0 ’ + 5 0 110 ’ 10 1’ + 4 0 1 0 5 ’ 1 0 0 ’ 7 1 . 9 8 ’ + 7 5 5 5 ’ R T + 9 8 . 0 8 - Y 1 8 - 6 1 . 1 5 ’ + 7 5 - Y 1 8 - 6 2 . 4 8 ’ + 7 0 - Y 1 8 - 1 0 2 . 9 0 ’ + 3 0 1 1 0 ’ + 6 8 1 1 0 ’ R T + 5 1 . 3 0 8 2 . 1 9 ’ + 1 4 - Y 1 8 - 8 0 . 8 4 ’ + 6 6 - Y 1 8 - 110 ’ 10 1’ + 5 2 6 0 ’ + 1 0 . 7 7 - Y 1 8 - C FF C C F C CC C F F F C C F F C C C C FF CC C F N A D 83/ 95 S l o p e F i l l C Proposed Ditch 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 . 14-OCT-2014 10:45R:\Roadway\Proj\R-2603_Rdy_psh17.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 SEE SHEET NO. 16MATCH LINE -L- STA. 187+00 R - 2 6 0 3 1 7 SEE SHEET NO. 20 MATCH LINE REVISIO NS10/14/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 107. - M AE REVISED PDE AND ADDED DUE O N PARCEL 111 AND CREATED PARCEL 108Z. - M AE09/02/2014 - R/W REVISIO N: ADDED PUE AND REM O VED TCE O N PARCEL 103; ADDED PUE AND REVISED TCE O N PARCEL 106; ADDED PUE AND CHANGED PDE TO DUE O N PARCEL 108; 06/06/2014 - R/W REVISIO N: CHANGED 105’ DRIVE TO TW O 36’ DRIVES O N PARCEL 109. - M AE B M 9 N 8 7 5 7 ’0 6 " W N 4705’49" W S 1149’12" E N 4102’32" W N 7 5 16 ’4 7 " E S 15 09’19" E N 6 0 1 9 ’ 2 6 " E N 2615’37" W N 2615’37" W S 2615’37" E S 1901’44" ES 1926’06" E S 1149’40" E S 1215’28" E N 5440’3 5 " E N 5507’11" EN 5505’36" E 2 3 6 .5 0 ’ 201.02’ 212.50’ 3 12 . 3 2 ’ 256.77’ 3 3 9. 8 5 ’ 190.33’ 9.71’ 828.25’44.12’315.10’ 183.50’ 435.34’54.44’163.55’186.81’T. CAMERON FINLEYTAMELA FINLEY D O N H A Y E S K Y L E B R I N E G A R T. CAMERON FINLEYTAMELA FINLEY J O H N C H U R C H N A N C Y C H U R C H D B 6 3 7 P G 7 7 9 D B 1 0 4 9 P G 2 8 5 D B 5 5 3 P G 4 7 4 DB 818 PG 402 D B 5 0 7 P G 3 0 7 D E E D D O E S N O T C L O S E M A P P E D B Y G I S 174.38’ REBAR REBAR R E B A R E I P R E B A R R E B A R REBAR REBAR R E B A R REBAR REBAREXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W E X IS T IN G R / W DB 678 PG 538NORTH WILKESBORO CITY LIMITS N O R T H W IL K E S B O R O C IT Y L IM IT S LINE AS PER GIS NORTH WILKESBORO CITY LIMITS 105 106 1 0 8 1 0 9 1 1 0 1 1 1 1 1 2 HW 2 4 " C M P 18" C M P 2 4 " C M P 18" CMP 1 5 " C M P 1 5 " C M P 18" CMPHW D I 12" CMP D I D I N C 2 6 8 E L K I N R D 2 1 ’ B S T S 4 8 " C H L 7 2 " W D 48" CHL G R S GR S 1 S B K 4 8 " C H L 4 8 " C H L W / L T W / L T B S T S SOILL T 48"CHL 48"CHL SOIL C O N C F L A G P O L E W / L T HTR J U C T I O N A N D A P P R O X . L O C A T IO N D I D I CMP 15" 20’BST C O N C R I P R A P T 6 " A C T T T S 6"AC6"PVC 4"PL REPEATERS3 TELE 6 " A C T -BL-31 - B L - 3 2 - B L - 3 3 33.18’+49.54 56.19’ +18.27 50.37’+89.87 57.35’+98.85 103STEPHEN JARVISMARGARET JARVISDB 801 PG 349DB 830 PG 131SAMARITAN’S PURSEDB 1100 PG 146 166 1 5 " C M P CONC H A R V E S T T I M E F E L L O W S H I P D B 8 4 0 P G 1 1 9 D B 9 6 8 P G 2 7 5 F I R E D E P A R T M E N T , I N C K N O T V I L L E V O L U N T E E R 1 1 2 10 7 RENFR O J R . CARL B . PG 2 7 4 DB 11 9 4 1 0 8 Z 190 195 200 - L - V = 5 0 m p h S E = 0 . 0 4 P I S t a 1 8 4 + 0 5 . 5 5 DL = 1 , 0 3 3 . 6 8 ’ T = 5 2 0 . 6 3 ’ R = 3 , 5 0 0 . 0 0 ’ P I S t a 1 9 3 + 6 1 . 1 6 DL = 8 8 4 . 9 2 ’ T = 4 4 2 . 5 5 ’ R = 1 7 , 6 5 0 . 0 0 ’ P I S t a 2 0 0 + 4 8 . 9 3 DL = 4 8 9 . 7 4 ’ T = 2 4 5 . 4 1 ’ R = 3 , 0 1 7 . 5 5 ’ -L- PRC Sta. 189+18.60 -L- PCC Sta. 198+03.53 EOT-F14.00’+80EOP-F24.71’EOP-F24.75’24.75’EOP-F 20.25’F-F033 0330 3 0 30201020001 0 20 2 10.6’10.5’ 02 022033 02 03 - L - P O C 1 9 5 + 3 0 . 0 0 E N D T . I . P . P R O J E C T R - 2 6 0 3 S E E S H E E T 2 7 F O R - L - P R O F I L E 10.75’R1’-6" C&G 2’-9" C&G - L - 9.50’R 50’ (TYP.)+78.60 +85 +90 T A P E R 5 0 ’ 100’ TAPER 2 2 ’ 4 0 ’ 3 6 ’ PS4’ 2 0 ’ 1 1’ 16’ 1 6 ’ PS 4’ +18.60 12’12’ +18.60+18.60 T R A N S IT IO N S (LT . & R T .) 5 7 5 ’ LAN E S H IF T TRANSITION (RT. E OP ) 300’ LANE DROP 11.5’11.5’ +50 12’12’ +35 PS 4’ TRANSITION (LT. EOP)538.60’ LANE ADDITION (2 LANES)215’ RT. TURN TAPER 3 6 ’ 2 ’ - 6 " C & G D R I V E W A Y R A D I I A R E 1 0 ’ U N L E S S N O T E D O T H E R W I S E 2’-9" C&GEND SEE DETAIL L3 LATERAL ’V’ DITCH 2 4 " 24" R CP-III CBCB15" RCP-III 2 4 " 2 4 " R E M O V E BDOBDO 4 G I BDO-L- STA 187+60 to 190+40 SEE RDWY STD. 240.01 BERM DITCH FS ( N o t t o S c a l e ) 2:1 2:1 DB b L A T E R A L B A S E D I T C H 1 " / F t . FROM STA . 1 8 5 + 5 0 T O S T A . 1 8 8 + 0 0 L T D E T A I L L 3 b = 2 F t . B = 2 F t . M i n . D = 1 F t . Ground Natural15"18" RCP-III 24" RCP-III 3 0 " 3 0 " 3 0 " 3 0 " 3 0 " 30"30" RCP-III30" RCP-III18"30" B D O - L - S T A 1 9 2 + 0 0 t o 1 9 2 + 9 5 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H 2 G I 15"FS F S L Setc.GI 10:120:1 ( Not to Scale)FALSE SUMP2.0’STA. -L- 190+88 LT STA. -L- 189+63 LT STA. -L- 186+25 RT DETAIL FTraffic Flow Outside Ditch 1.0’ M ax0.5’ M in.S=Ditch Slope17011702170317041705170617071708 1 7 0 9 1 7 1 0 1 7 1 1 1712 1713 1 7 1 4 1 7 1 5 1 7 1 6 1 7 1 7 1 7 1 8 1 7 1 9 1 7 2 0 15" 2 2 S Y G E O T E X T I L E E S T . 1 1 T O N S C L A S S ’ I ’ R I P R A P -L- STA 186+05 to 187+50 SEE RDWY STD. 240.01 BERM DITCH 2GI 2GI2GI 2 G I 2 G I 2GI 2 G I w / M H T B J B 2 G I R E T A I N REMOVE R E M O V E R E M O V E R E M O V E R E M O V E 1 8 " 1721 15" CMP 18 " R C P 2 4 " C M P D I 24" R C P - I I I 12" CMP O F 2 E X . 1 2 " R E M O V E 8 ’ E A . N O T O P E N C O N C R E T E , C O U L D P O S S I B L E J B O F E X . 3 0 " R E M O V E 3 8 ’ R E T A I N C B 1 7 2 1 2 4 " 85’ LT +18.60110’ RT +18.60110’ RT +62.11 5 7 . 3 9 ’ R T + 6 5 . 0 6 9 0 ’ + 6 3 . 2 3 7 0 ’ + 0 0 6 0 ’ + 0 0 5 1 . 4 7 ’ + 5 5 4 9 . 3 1 ’ L T + 5 0 6 0 ’ + 5 0 110’101’+40114’98.62’+90111’94’+15111’94’+05 9 0 ’ + 1 2 110’101’+52 9 5 ’ + 2 2 7 0 ’ 4 9 . 5 0 ’ + 7 0 8 0 ’ 4 9 . 9 4 ’ + 3 0 4 9 . 6 5 ’ + 8 8 7 3 ’ + 8 5 1 0 9 ’ + 8 0 110’93.97’+30FFCC C C F C F F C C C C NAD 8 3 / 9 5 REVISIO NS 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 . 02-SEP-2014 09:04R:\Roadway\Proj\R-2603_Rdy_psh18.dgn$$$$USERNAME$$$$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 S E E S H E E T N O. 4 M A T C H L IN E - Y 1- S T A. 2 0 + 0 0 R - 2 6 0 3 1 8 9/2/2014 - R/W REVISIO N: ADDED PUE O N PARCEL 13. - M AE S 75 44 ’02" E S 14 5 5 ’5 6 " W N 83 32’42" E N 8332’42" E S 6402’35" W S 7625’37" W S 0 9 4 5 ’3 9 " W N 78 21’56" W S 6620’01" W S 6334’43" W S 2646’20" EN 6533’40" ES 6412’17" WN 2551’46" WN 2551’46" W N 5 3 5 5’3 7" W N 3545’06" E S 84 06’15" E N 5103’55" E N 3656’45" E S 53 41’0 9" E S 2620’22" E N 6322’25" E N 6408’14" ES 6402’08" W S 1 9 4 1’ 4 7 " E S 19 4 8’ 5 7 " E S 3438’03" E N 7606’58" E N 5 3 5 5’3 7" W 19 .70’ 101.20 ’ 3 0 .2 3 ’ 21.64’ 109.88’96.14’ 99.44’ 46.57’ 7 4 .5 4 ’ 96 .97’ 89.34’ 53.29’99.16’98.32’67.28’60.09’59.91’ 6 2.8 9’ 77.73’ 46.45’ 136.50’ 23.59’ 83.47’ 365.31’79.42’ 29.64’249.48’ 5 2. 0 8’ 6 5. 5 3’ 85.73’ 203.00’ 199.61’ R/ W M O N EIPEIPEIPREBARREBAREIPREBAREIP E I P E I P R E B A R N A I L R E B A R R E B A R EIP E I P R E B A R R E B A R NA IL E X IS T ING R /W E XIS T IN G R /W E X IS T IN G R / W EX ISTIN G R/W E XIS TI N G R/ W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W E XISTIN G R/ W E X IS T IN G R / W EXISTING R/W R/W LINE AS PER GISSCB18" CMP 18" CMP 18" CMP 18" RCP 18" RCP 18 " R C P C B C B C B 24" RCP LOC.APPROX.LOC.APPROX. 18 " R C P 1 8 " R C P C B 15 " C M P C B 15" C M P 18" RCP 18" RCP CB L T L T B S T B S T S L T L T LT S NC 2 6 8 E LKIN R D B S T B S T B S T L T L T BLK WALL W / L T B S T B S T C O N C C O N C V E N T C A P S S CAPS VENT SL T S W / L T B S T B S T 1 S B K B U S B S T B S T B S T CONC CON C C ONC C ONC CONC C ONC CON C L T C B C O N C C O N C L T S 1SFD 1SFD S BSTROCK W A L L BSTBSTBST1SBKBUS REYNOLDS RD BST O ST BSTBSTCONCW/LTNC 18 / NC 268 BST GR B S T G R SLT W/LT GRLT L T C B CONC DICONC CONC CONCCONCCONC C O N C C O N C CONC CONC CONC C O N C 4 8 " C O N C C U R B C B C B ATM 1 S M T L B U S CBCB DI W/ L T 1 S B L K B U S 1SFBUS C A N M T L C A N M T L S 1 S M B U S C E M E T E R Y EOI EOI E O I E O I T S EOI 8"CI2"GALV2"GALVEOIEOI 8 " C I 8"CI8"CI 8"CI 12"CI 12 " CI 6 " CI 6"CI 6"CI 6"CI 6"PL 6 " P L 6"CI 16"DI1 2 " CI 16"DI 6"CI EOI4"PL 16"DI 16 " DI 16"DI 12"CI UNKNO WN SIZE M A C K B R O W N W I L L A B R O W N D B 8 0 7 P G 2 7 8 1 3 N C 18 SE C O N D ST BST - B L - 9 - B L - 8 - B Y 1 - 3 7 DB 930 PG 212 MAROLYN PENDRY MOTOR CO INC YADKIN VALLEYDB 660 PG 945DB 671 PG 984INCORRECT DESCRIPTION 2 N O R T H W I L K E S B O R O B P O E D B 3 0 1 P G 1 5 0 I N C O R R E C T D E S C R I P T I O N 1 3 3 W O R T H W I N E B A R G E R D B 6 7 5 P G 3 1 4 D B 4 7 9 P G 2 4 7 8 FIRST BAPTI S T C H U R C H C E M E T A R Y DB 1 0 8 0 P G 2 6 5 7 GARY BESHEARSDB 1010 PG 78 6 GARLAND STONEDB 859 PG 158 5134WALTE R S T O N E LAURET T A S T O N E DB 93 1 P G 3 3 DESCR I P T I O N INCOR R E C T ROXIE COLBURN RICHARD COLBURNDB 1027 PG 197 4 D B 8 3 4 P G 2 6 2 M C D O N A L D S R E A L E S T A T E C O M P A N Y 1 2 E A C I N V E S T M E N T S L L C D B 1 0 6 1 P G 2 1 0 1 0 K A J A N L L C N O D E E D R E F E R E N C E P B 9 P G 4 0 7 9 W H I T E R E A L P R O P E R T Y D B 8 0 1 P G 9 1 1 1 5 1.7 2’ + 8 6.90 49 .69 ’ +48 .37 4 9 .4 9 ’ + 8 8 .2 0 5 7 .2 6 ’ + 12 .16 34.16’+89.76 53.56’+64.43 33.51’ +66.6 8 31.09’+02.57 1 4 K A J A N L L C N O D E E D R E F E R E N C E P B 9 P G 4 0 7 - B Y 1 - 3 6 UST 15 2 0 -Y1-PI Sta 12+86.70DL = 207.26’T = 103.67’R = 2,900.00’PI S t a 2 3 + 2 8 . 4 7 DL = 1 , 5 7 7 . 9 8 ’ T = 9 3 8 . 1 8 ’ R = 1 , 1 6 0 . 5 7 ’ 2 0 -Y1- POT Sta. 10+00.00 -Y1- PC Sta. 11+83.03 -Y1- PCC Sta. 13+90.29 0 4 046 046 0 4 -Y1- POC 13+05 . 0 0 BEGIN CONSTRUC T I O N V = 4 0 m p h SE = 0 . 0 4 24’ C-F 24’ C-F L L 2 ’- 6 " C &G 2 ’- 6 " C & G 2 ’-6 " C &G 2 ’- 6 " C &G 8 X 1 8 C U R B - Y1- +20 P R OP . 5 ’ CONC. S IDE WALK 4 2 ’ 3 0 ’ 4 7 ’ 2 7 ’ 4 8 ’ C R C R C R C R LL 32.9’ C-F22.9’ C-F +50 +62 S E E S H E E T 2 8 F O R - Y 1 - P R O F I L E S I G N A L U P G R A D E E X I S T I N G J B w / M H C B A d j . C B C B 5 S Y G E O T E X T I L E E S T . 1 T O N S C L A S S ’ B ’ R I P R A P 15" R C P-III 1 8 0 1 1 8 0 2 1 8 0 3 1 8 0 4 R E T A I N 0 4 2 0 REM O VE RC P- III 15 " O F EX. 15 " REM O VE 4 2 ’ 6 4 ’ + 6 2 . 2 6 - Y 1 - 5 5 ’ + 7 5 - Y 1 - 4 9 . 2 6 ’ + 3 0 - Y 1 - 6 3 ’ 4 9 . 6 9 ’ + 5 0 - Y 1 - 6 3 ’ 4 9 . 7 2 ’ + 6 0 - Y 1 - F C F F F F F F F F F F F F N A D 8 3 / 9 5 S l o p e D i t c h F r o n t S l o p e D i t c h F r o n t 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 . 14-OCT-2014 10:45R:\Roadway\Proj\R-2603_Rdy_psh19.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 1 9 R - 2 6 0 3 SEE SHEET NO. 16 MATCH LINE -Y18- STA. 27+00 2 0 REVISIO NS10/14/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E O N PARCEL 163. - M AE09/10/2014 - R/W REVISIO N: O RIGINAL PARCEL 161 SPLIT INTO 161, 161A, & 161B, AND BO TH NEW PARCELS HAVE NEW PRO PERTY O W NER NAM ES AND DEED INFO . - M AE09/02/2014 - R/W REVISIO N: REM O VED PUE AND CHANGED DUE TO PDE O N PARCEL 161. - M AE03/13/2014 - R/W REVISIO N: SUBDIVIDED PARCEL 163 INTO PARCELS 163 & 163A W ITH PRO PERTY O W NER NAM ES AND DEED REFERENCES. - KNW S 0 7 3 6 ’5 3 " E S 0736’53" E N 8 7 5 4’ 0 6" W N 0130’50" E S 64 07’46" W S 64 07’46" W S 85 44’ 10 " W S 2 6 2 5 ’2 0 " E S 8 7 4 3’ 0 3" E S 8 7 4 0’ 1 0" E N 64 19’19" E 4 0 9 .7 1’ 480.78’ 4 2 6. 12’ 250.77’ 19.83’ 339.55’ 135. 31’ 3 7 7 .9 1’ 5 0. 7 1’ 9 9. 9 9’ 9.26’ 7.54’ H & E M O T O R S I N C J A M E S J O N E S VERNON WYATTANNA WYATT D B 7 2 1 P G 8 9 1 D B 1 0 5 9 P G 7 9 D B 8 6 5 P G 1 5 7 D B 8 5 0 P G 4 7 4 DB 1062 PG 14 REBAR R E B A R E I P REBAR REBAR REBAR E X I S T I N G R / W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W EXISTING R/W EXISTING R/W EXISTING R/W 40.00’ 40.00’ 9 9. 5 2’ 202.19’161 1 6 2 1 6 4 18" CM PCB 18 " C MP v v v vv CMP 24" N 64 19’19" E C M P 1 2 " CM P24" BST W/LT BST S O I L S OIL S OIL B S T BST S O IL 1SFD SOIL BST W/LT CONC GR GRRAPRIPSS CONCCONC S 4 8 "C H L 48"CHL 4 8 "C H L 72"CHL 72"CHL D I LT 15 " C M P 1 5 " C M P 1SFBUS 1SFBUS T T 6"AC 6 " A C 6 " A C T S 6"PL 6 " P L 6 " P L A I R P O R T R D 2 2 ’ B S T S R 1 9 6 6 -BY11-63 - B Y 11- 6 4 13.35’ +92.97 6.69’ +90.86 D B 3 8 0 P G 1 4 2 1 6 1 B 15 " C M P 1 6 3 L Y N N E C A U D I L L D B 1 0 8 5 P G 1 1 9 D B 1 0 8 5 P G 1 1 8 16 3 A 349.77’ S 64 08’04" W 2 7 0 .5 1’ S 2 6 5 5 ’3 2 " E 9 7 .6 6 ’ S 2 6 4 7 ’3 4 " E 184.04’S 48 37’03" W S 12 17 ’5 3 " E 17 .6 8 ’ 180.87’ S 53 35’53" W S 64 08’04" W N 59 53’07" E 565.21’ J O H N L E W I S W Y A T T J R . 1 6 1 A O T H O B R I A N W Y A T T D B 1 1 6 9 P G 7 0 N 59 53’07" E433.56’ L Y N N E C A U D I L L A V E R Y C A U D I L L 15 20 25 -Y18- PRC Sta. 16+66.26 24.75’ +65 EOP-F 12.75’ +25 EOP-F 1 6’ F-F 24.75’ +00 EOP-F 12’ +87.50 12’ +87.50 8’ PS 16’ F-F EOP-F 12.75’ 0295 003 02 01 02 11.2’ 10.9’ 12’12’ C A T - 1 G R A U 3 5 0 T L - 3 - Y18 - V = 60 mp h SE = NC -Y18-PI Sta 13+38.13DL = 665.26’T = 337.13’R = 1,665.00’PI Sta 23+4 5 . 6 4 DL = 1,357.19 ’ T = 679.38 ’ R = 11,500. 0 0 ’ -Y18- POC 17+50.00 BEGIN CONSTRUCTION S E E S H E E T 3 4 F O R - Y 1 8 - P R O F I L E 4’ PS T AP E R 5 0 ’ (T YP .) 5 0 ’ EOP-F 12.75’ +25 L T . & R T . 4 3 7 .5 ’ T R A N S IT IO N 17 5 ’ T AP E R PS 4’ PS 4’ 2 0 ’ 2 2 ’ 2 0 ’ 3 0 ’ 8 :1 T AP E R 8 : 1 T A P E R 1 6 ’ N A D 83/ 95 F S 1 8 " 1 4 S Y G E O T E X T I L E E S T . 5 T O N S C L A S S ’ B ’ R I P R A P 1 7 S Y G E O T E X T I L E E S T . 7 T O N S C L A S S ’ I ’ R I P R A P 2:1 D Flatter 4:1 or d ( N o t t o S c a l e ) S P E C I A L C U T D I T C H F R O M - Y 1 8 - S T A . 1 7 + 0 0 T O S T A . 1 8 + 0 0 L T G r o u n d N a t u r a l D E T A I L S 2 T y p e o f L i n e r = P S R M M a x d = 1 F t . M i n . D = 1 F t . D Flatter 4:1 or ( N o t t o S c a l e ) S P E C I A L C U T D I T C H w / H I N G E 6 . 0 ’ 4:1 VARIABLE F R O M - Y 1 8 - S T A . 2 2 + 5 0 T O S T A . 2 5 + 7 0 L T F R O M - Y 1 8 - S T A . 1 8 + 0 0 T O S T A . 2 1 + 0 0 L T D E T A I L S 3 G r o u n d N a t u r a l d M a x . d = 0 . 9 F t . M i n . D = 0 . 9 F t . T y p e o f L i n e r = P S R M - Y 1 8 - S T A 2 6 + 3 8 t o 2 9 + 0 0 S E E R D W Y S T D . 2 4 0 . 0 1 B E R M D I T C H 2 0 0 2 2 0 0 3 2 0 0 5 2 0 0 4 RCP-III 24" 1 8 " R E T A I N R E T A I N RETAIN RETAIN RETAIN R E M O V E R E M O V E R E M O V E R E M O V E R E M O V E 2 0 0 1 RCP-III 30" 1 8 " 24" CPP 15" CMP15" CMP DI18" CPP15" CMPDI18" CPP 15" CPP E S T 4 5 S Y P S R M S E E D E T A I L S 2 S P E C I A L C U T D I T C H E S T 3 0 0 S Y P S R M S E E D E T A I L S 3 S P E C I A L C U T D I T C H E S T 3 2 0 S Y P S R M S E E D E T A I L S 3 S P E C I A L C U T D I T C H 35 ’ 20.13 ’ +9 0 4 7 . 0 8 ’ + 7 0 - Y 1 8 - 6 0 ’ + 0 0 - Y 1 8 - 5 7 . 9 2 ’ + 8 0 - Y 1 8 - 8 5 ’ + 0 0 - Y 1 8 - 1 2 2 ’ + 9 5 - Y 1 8 - 1 2 6 ’ + 2 5 - Y 1 8 - 9 0 ’ + 5 0 - Y 1 8 - 8 0 ’ + 5 0 - Y 1 8 - 9 0 ’ + 4 0 - Y 1 8 - 9 0 ’ + 7 5 - Y 1 8 - 8 5 ’ + 0 0 - Y 1 8 - 1 2 7 ’ + 5 8 - Y 1 8 - 1 2 7 ’ + 9 0 - Y 1 8 - 1 0 0 ’ + 4 5 - Y 1 8 - 8 5 ’ 7 0 ’ + 8 0 - Y 1 8 - 8 5 ’ 7 0 ’ + 5 0 - Y 1 8 - 8 0 ’ + 7 5 - Y 1 8 - 7 8 . 8 4 ’ 6 3 . 7 9 + 2 5 - Y 1 8 - 7 6 . 8 8 ’ 6 1 . 8 3 + 0 0 - Y 1 8 - 3 1 . 6 9 ’ + 5 0 - Y 1 8 - 19. 8 9 ’ +22. 1 9 -Y 1 8 - 8 0 ’ + 7 5 7 0 ’ + 0 5 6 5 . 1 3 ’ + 6 0 4 5 ’ L T 3 5 ’ 2 0 . 0 2 ’ L T + 5 0 - Y 1 8 - 4 0 ’ R T 1 7 . 9 8 + 5 0 - Y 1 8 - 8 0 ’ L T + 5 0 - Y 1 8 - C F F C C F F C F S l o p e F i l l G e o t e x t i l e S l o p e F i l l REVISIO NS 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 . 02-SEP-2014 09:04R:\Roadway\Proj\R-2603_Rdy_psh20.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 2 0 SEE SHEET NO. 16 MATCH LINE -Y18- STA. 35+00 R - 2 6 0 3 3/13/2014 - R/W REVISIO N: ELIM INATED TCE TO PRO PERTY LINE O N PARCEL 165; UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE O N PARCEL 169. - M AE 2 1 SEE SHEET NO. 17 MATCH LINE 6/6/2014 - R/W REVISIO N: UPDATED PRO PERTY O W NER NAM E O N PARCEL 167. - M AE PARCEL 168. - M AE4/17/2014 - R/W REVISIO N: EXTENDED -DRIVE1-, ADDED 30’ CO NCRETE DRIVE, AND ADDED PRO PO SED R/W O N PARCEL 166; ADDED TCE AND A "DRIVEW AY TO BE REM O VED" NO TE O NAND REVISED TCE O N PARCEL 169. - M AE9/2/2014 - R/W REVISIO N: ADDED PUE O N PARCEL 165; ADDED PUE & DUE AND REVISED PDE & TCE O N PARCEL 168; ADDED STATIO N AND O FFSET LABEL AT -Y19- 10+64, 47’ RT; ADDED PUE S 8125’13" W S 0 4 2 5 ’ 5 3 " E S 0 6 3 8 ’ 4 6 " E N 8121’14" E S 0 6 4 1’ 4 6 " E S 1 7 5 6 ’ 4 9 " E N 85 57’03" W S 8125’13" W N 5111’29" E S 1206’46" ES 3853’16" EN 5110’38" E N 85 51’25" E S 0 4 0 8 ’ 3 5 " E S 85 58’52" W S 0 4 0 8 ’ 3 5 " E N 0 4 1 4 ’ 2 4 " W S 0 4 0 8 ’ 3 7 " E S 0 4 0 8 ’ 3 7 " E S 0 4 0 8 ’ 3 7 " E S 85 51’23" W S 85 51’23" W S 85 11’46" EN 12 0 5 ’ 2 2 " W N 0 4 0 8 ’ 2 1 " W S 85 51’39" W 268.74’ 2 2 0 . 8 1 ’ 2 2 4 . 4 3 ’ 177.19’ 5 0 . 1 2 ’ 4 6 4. 5 4 ’ 346.01’ 187.96’ 186.81’242.70’85.51’36.62’228.14’ 205.14’ 1 1 0 . 0 0 ’ 201.21’ 1 1 0 . 0 0 ’ 1 1 0 . 2 2 ’ 8 3 . 6 7 ’ 3 3 . 9 8 ’ 1 1 7 . 6 5 ’ 200.00’ 199.97’ 321.68’ 12 8 . 4 9 ’ 7 2 . 7 5 ’ 199.87’ T H O M A S A I K E N G A R Y T E A G U E C H R I S T I N A T E A G U E S T E V E N S H U M A T E P A T R I C I A S H U M A T E K E I T H M A T H I S R O S E M A R Y M A T H I S R E G G I E K W O O D T H O M A S A I K E N SAMARITAN’S PURSE L I B E R T Y G R O V E B A P T I S T C H U R C H I N C K E L S E Y R O Y A L D B 7 4 0 P G 5 7 D B 9 1 0 P G 4 6 3 D B 7 0 7 P G 4 0 3 D B 6 6 0 P G 5 4 0 D B 7 7 0 P G 2 5 6 D B 7 0 7 P G 7 7 7 D B 7 4 0 P G 5 9 D B 7 4 0 P G 5 9 DB 1100 PG 146 D B 7 6 3 P G 3 9 2 D B 7 8 4 P G 4 2 7 EIPREBAR EIP R E B A R REBAR R E B A R REBAR R E B A R R E B A R EIP REBARREBARREBARREBAR E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W E X IS T IN G R / W E X IS T IN G R / W 60’ 53.00’ 5 0 . 0 0 ’ 53.00’ 4 5 .0 0 ’ 45.00’ NORTH W ILKESBORO CITY LIMITS NORTH W ILKESBORO CITY LIMITS L IN E A S P E R G IS 281.25’ 1 6 7 1 6 9 1 7 0 1 7 1 1 7 2 1 7 3 1 7 4 1 7 5 15" RCP A P P R O X L O C A T I O N A P P R O X L O C A T I O N 6 " P L A S T I C 6 " P L A S T I C C M P 18" GR BST GR CONC CONC GR BST BST CONC C O N C 1S B KD CONC 1 S F D GR GR GR BST BAPTIST CHURCH LIBERTY GROVE C O N C B S T GR C O N C W / L T D K D K SS W / L T C O N C S R 2 3 3 3 R I V E R L I B E R T Y G R O V E C H U R C H R D 2 4 ’ B S T C O N C 15" CMP 1 S F D CEMETERY T T T 6"PVC T T CT CT 6"PVC 6"PVC 6"AC 6 " A C 6 " A C 6 " A C 6 " A C 6"PL6 " P L 6 " P L 6 " P L 4"PL6"PL - B Y 1 3 - 7 2 - B Y 13 - 7 1 -BY12-70 -BY 12-67 - B Y 1 2 - 6 8 - B Y 1 2 - 6 9 RIDGE TOP RD 17’ BST KIRK WALKERKIMBERLY WALK E R DB 1005 PG 2 9 16887.55’+48.6833.84’+28.70 88.63’+99.67 29.35’+77.79 30.80’ +04.63 30.78’ +22.24 B R I T O D U R A N D B 1 1 7 2 P G 4 3 KELSEY RO YAL DB 784 PG 427 165 165FERRELGAS, LPDB 785 PG 333 166 1 7 0 166 SAM ARITAN’S PURSEDB 1100 PG 146 1 5 " C M P 1 5 " C M P 1 5 " C M P 35 40 -Y18- PC Sta. 35+00.71 -Y18- PT Sta. 39+18.74 -Y18- POT Sta. 43+70.61 -Y19- PT Sta. 12+81.73-Y19- PC S t a . 11+ 7 9 .8 4 3505 06 0 6 0 5 0 3 0 2 01 00 02 016 04 0 14 0 0 5 0 1 0 1 0 0 0 2 0 1 0 2 0 3 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 2 0 1 0 0 0 1 0 2 0 3 12.0’ 8 .8 ’ 8 .6 ’ 9 ’ 9 ’ 9 ’ 9 ’ - Y 1 8 - - Y 1 9 - - Y 1 9 - P I S t a 1 2 + 3 0 . 9 4 DL = 1 0 1 . 8 9 ’ T = 5 1 . 1 0 ’ R = 5 3 3 . 0 0 ’ - Y 1 8 - P I S t a 3 7 + 1 4 . 2 2 DL = 4 1 8 . 0 3 ’ T = 2 1 3 . 5 2 ’ R = 8 3 3 . 0 0 ’ V = 5 0 m p h S E = 0 . 0 6 V = 2 5 m p h S E = 0 . 0 3 - Y 1 9 - P O T 1 3 + 0 0 . 0 0 E N D C O N S T R U C T I O N - Y 1 8 - P O T 4 2 + 4 0 . 0 0 B E G I N C O N S T R U C T I O N - Y 1 8 - P O C S t a . 3 7 + 6 4 . 8 2 - Y 1 9 - P O T S t a . 1 0 + 0 0 . 0 0 = T A P E R 4 0 ’ 12’ 11.1’ TAPER 18 .27’ (TYP.) 15’ + 6 4 . 8 4 ( T Y P . ) 1 5 ’ + 3 0 -DRIVE1 - P O T S t a . 1 0 + 0 0 . 0 0 -D R I V E 1 - P C S t a . 1 0 + 2 8 . 9 0 - D R I V E 1 - P T S t a . 1 1 + 2 1 . 2 1 16’ 1 6 ’ 1 6 ’ 3 0 ’ 1 6 ’ PI Sta 10+75.18DL = 92.31’T = 46.29’R = 500.00’-DRIVE1- S E E S H E E T 3 5 F O R - Y 1 9 - & - D R I V E 1 - P R O F I L E S S E E S H E E T 3 4 F O R - Y 1 8 - P R O F I L E -Y19- POT Sta. 13+90.00 12’ 01 +15 01 005 016 00 + 2 5 ( T Y P . ) 5 0 ’ +68.74 +00.71 20.75’ 15.25’ +60 15.25’20.75’ 04 15 8 . 7 4 ’ T A P E R 4 4 0 ’ T A P E R N A D 8 3 / 9 5 - Y 1 8 - P O C S t a . 3 5 + 6 1 . 1 6 - D R I V E 1 - P O T S t a . 1 1 + 5 5 . 7 0 = 30’ D R I V E W A Y R A D I I A R E 1 0 ’ U N L E S S N O T E D O T H E R W I S E B E R E M O V E D D R I V E W A Y T O 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L A S S ’ B ’ R I P R A P 18" RCP-III 1 5 " 1 5 " 1 5 " 15" 1 5 " L A T E R A L ’ V ’ D I T C H ( N o t t o S c a l e ) 2:1 2:1 D b d 1 " / F t . F R O M - Y 1 9 - S T A . 1 0 + 5 0 T O S T A . 1 3 + 0 0 R T T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p b = 2 F t . M a x . d = 1 F t . M i n . D = 1 F t . D E T A I L L 2 G r o u n d N a t u r a l 210 2 2101 2 1 0 3 2 1 0 4 2 1 0 6 2 1 0 5 2 1 0 7 L A T E R A L ’ V ’ D I T C H ( N o t t o S c a l e ) D 2:1 2:1 b 1 " / F t . F R O M - Y 1 8 - S T A . 3 9 + 0 0 T O S T A . 3 8 + 1 0 L T F R O M - Y 1 9 - S T A . 1 1 + 0 0 T O S T A . 1 2 + 5 0 L T b = 2 F t . M i n . D = 0 . 5 F t . D E T A I L L 1 G r o u n d N a t u r a l E S T 1 7 5 C Y D D E S E E D E T A I L L 1 L A T E R A L ’ V ’ D I T C H E S T 2 4 C Y D D E S E E D E T A I L S L 1 S P E C I A L L A T E R A L ’ V ’ D I T C H R E M O V E R E M O V E R E M O V E REMOVE R E M O V E 1 1 1 S Y G E O T E X T I L E E S T 1 5 0 C Y D D E S E E D E T A I L L 2 E S T 8 8 T O N S W / C L A S S B R I P R A P L A T E R A L ’ V ’ D I T C H RCP-III15"5 5 ’ R T +0 0 . 7 1 - Y 1 8 - 5 5 ’ + 7 5 - Y 1 8 - 6 0 ’ + 2 5 - Y 1 8 - 5 5 ’ + 9 0 - Y 1 8 - 5 5 ’ + 3 0 - Y 1 8 - 7 0 ’ + 4 0 - Y 1 8 - 4 7 ’ + 0 0 - Y 1 9 - 2 9 ’ + 5 6 - Y 1 9 - 4 5 ’ + 0 9 - Y 1 9 - 3 1 . 7 8 ’ - Y 1 9 - + 5 7 4 4 ’ + 5 6 - Y 1 9 - 1 2 . 8 7 ’ + 4 6 - Y 1 9 - 2 5 . 8 5 ’ + 8 5 6 4 ’ + 1 5 - Y 1 9 - 2 1 . 2 9 ’ + 0 5 - Y 1 9 - 1 1 3 ’ + 1 2 9 5 ’ + 7 0 5 6 ’ + 5 4 - Y 1 9 - 2 6 . 6 9 ’ + 1 3 - Y 1 9 - 2 0 . 7 3 ’ R T + 6 5 - Y 1 9 - 3 0 . 6 9 ’ L T + 2 5 - Y 1 8 - 4 5 ’ R T + 1 8 . 7 4 - Y 1 8 - 4 0 ’ L T + 1 8 . 7 4 - Y 1 8 - 4 0 ’ L T + 0 0 . 0 0 - Y 1 8 - 2 2 . 5 1 ’ R T + 0 0 - Y 1 8 - 4 0 ’ L T + 3 0 - Y 1 8 - 4 0 ’ + 7 0 - Y 1 8 - 4 5 ’ R T + 2 0 . 0 0 - Y 1 8 - 55’+85-Y18- 5 5 ’ R T + 7 5 - Y 1 8 - 6 3 ’ 5 4 . 9 4 ’ + 0 0 - Y 1 8 - 7 0 ’ + 6 0 - Y 1 8 - 6 3 . 9 6 ’ + 6 6 - Y 1 8 - 6 4 ’ 5 5 ’ + 5 9 - Y 1 8 - 4 1 ’ 2 4 . 4 9 ’ - Y 1 9 - + 9 0 7 5 . 5 5 ’ + 4 7 - Y 1 8 - 3 7 ’ - Y 1 9 - + 4 4 . 2 0 94’+80.62 -Y18-102’+28.37 -Y18- 4 7 ’ + 6 4 - Y 1 9 - 1 0 6 ’ + 4 7 - Y 1 8 - 86.53’ +35.98 -Y18-25.78’ +00.00 -DRIVE1-24.23’ +00.00 -DRIVE1-86.65 ’ +81.97 -Y18 - F F C C C C F C F F FF C C F F F C F FCFCCF 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$1011 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 22232425 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3 3 3 4 3 5 3 6 - L - N C 2 6 8 - L - N C 2 6 8 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 R - 2 6 0 3 2 1 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1,180 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (-)2.5500%PI = 11+55 . 0 0 EL = 1,169 . 0 0 ’ VC = 180’K = 35V = 35 mp h ELEV. 1171.96’-L- STA. 10+38.67 BEGIN GRADE E L . 1 1 4 5 . 0 2 ’ - L - S T A . 1 4 + 6 5 . 0 0 E N D G R A D E (-)7 .7 3 5 0 % (-)7 .2 2 0 0 % (-)7 .4 6 9 1% (- )5 .8 4 0 0 % E L . 1 1 4 1 . 8 4 ’ - L - S T A . 1 5 + 0 2 . 3 3 B E G I N G R A D E P I = 1 6 + 0 0 . 0 0 E L = 1 , 1 3 4 . 7 9 ’ V C = 1 5 0 ’ K = 6 0 2 V = 8 0 m p h P I = 1 8 + 0 0 . 0 0 E L = 1 , 1 1 9 . 8 5 ’ V C = 1 5 0 ’ K = 9 2 V = 4 5 m p h E L E V . 1 1 0 5 . 4 5 ’ 8 " S P I K E I N R O O T O F 1 0 " P O P L A R T R E E 2 4 3 . 7 8 ’ R T . - L - S T A . 2 1 + 7 2 . 3 2 B M # 2 E L . 1 1 1 3 . 5 4 ’ - L - S T A . 1 9 + 0 8 . 0 5 E N D G R A D E ( S E E S H E E T 3 0 F O R - Y 1 A - G R A D E ) STA 10+65 AS DIREC T E D B Y T H E E N G I N E E R INCIDENTAL MILLING F R O M - L - S T A . 1 0 + 3 8 . 6 7 T O P I = 2 9 + 8 0 . 0 0 E L = 1 , 1 1 5 . 1 0 ’ ( + ) 1. 4 10 4 % (- )4 .0 2 7 0 % V C = 5 2 0 ’ K = 9 6 V = 5 0 m p h ELEV. 1108.33’-L- STA. 25+00.00 BEGIN GRADE(SEE SHEET 30 FOR -Y1A- GRADE)(SEE SHEET 29 FOR -Y1- GRADE) D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$3850 - L - N C 2 6 8 - L - N C 2 6 8 R - 2 6 0 3 2 2 373639 4 0 4 1 4 2 4 3 4 4 4 5 4 6 4 7 4 8 4 9 5 0 515253 5 4 5 5 5 6 5 7 5 8 5 9 6 0 6 1 6 2 6 3 6 4 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E PI = 37+00.00EL = 1,086.11’(-)4.0270% (- )1.4 0 5 0 % VC = 430’K = 164V = 65 mph ( + ) 2 . 9 4 0 0 % V = 5 0 m p h P I = 4 3 + 7 5 . 0 0 E L = 1 , 0 7 6 . 6 2 ’ V C = 4 2 0 ’ K = 9 7 E L E V . 1 0 7 4 . 7 0 ’ 8 " S P I K E I N R O O T O F 1 6 " P O P L A R T R E E 2 0 3 . 5 2 ’ R T . - L - S T A . 4 2 + 8 9 . 2 2 B M # 3 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 0 7 8 . 6 = 1 6 5 = 1 0 0 ( + ) = 5 0 = 1 2 0 = 1 0 7 7 . 7 = 1 5 0 = 1 0 7 8 . 3 = 1 4 5 - L - S t a . 4 4 + 0 2 E X I S T I N G 5 ’ X 6 ’ B O X C U L V E R T (+)2.9400% (- )3 .2 4 7 0 % (- )0 .5 7 0 0 % PI = 52+80.00EL = 1,103.23’VC = 840’K = 136V = 55 mph P I = 6 0 + 9 5 . 0 0 E L = 1 , 0 7 6 . 7 7 ’ V C = 2 6 0 ’ K = 9 7 V = 5 0 m p h E L E V . 1 0 7 5 . 3 6 ’ 8 " S P I K E I N R O O T O F 1 0 " P I N E T R E E 1 8 0 . 1 2 ’ L T . - L - S T A . 6 0 + 5 0 . 0 8 B M # 4 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$78 - L - N C 2 6 8 - L - N C 2 6 8 R - 2 6 0 3 2 3 64656667 6 8 6 9 7 0 7 1 7 2 7 3 7 4 7 5 7 6 7 7 7 8 798081 8 2 8 3 8 4 8 5 8 6 8 7 8 8 8 9 9 0 9 1 9 2 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (-)0.5700% (- )1.2 9 2 2 % P I = 6 8 + 1 0 . 0 0 E L = 1 , 0 7 2 . 6 9 ’ V C = 1 , 0 5 0 ’ K = 1 4 5 4 V = 8 0 m p h (- )1.2 % EL = 1054.8 -L- STA. 74+85 RT BEGIN LATERAL V DITCH EL = 1047.24’ -L- STA. 76+50 RT LATERAL V DITCH EL = 1046.64’ -L- STA. 77+00 RT LATERAL V DITCH END (-)4 .5 8 % EL = 1057.48’ -L- STA. 78+00 LT END LATERAL V DITCH EL = 1067.15’ -L- STA. 73+00 LT BEGIN LATERAL V DITCH (- )1.2 % (-)1.2922% ( + ) 0 . 3 4 0 0 % P I = 8 5 + 6 0 . 0 0 E L = 1 , 0 5 0 . 0 8 ’ V C = 9 0 0 ’ K = 5 5 1 V = 8 0 m p h ELEV. 1055.75’8" SPIKE IN ROOT OF 10" FORKED MAPLE 129.22’ RT.-L- STA. 79+19.79 BM # 5DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAULIC DATAACYRSYRSCFSCFSCFSFTFTFT= 1060.5 = 150 = 500(+)= 50= 49= 1048.5= 60= 1049.5 = 49 -L- Sta. 78+90 TIED TO 42" RCP EXISTING 3’ X 4’ BOX CULVERT (- )1.5 % EL = 1049.00’ -L- STA. 86+50 RT BEGIN LATERAL V DITCH EL = 1047.80’ -L- STA. 87+30 RT END LATERAL V DITCH D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ - L - N C 2 6 8 - L - N C 2 6 8 R - 2 6 0 3 2 4 921059394 9 5 9 6 9 7 9 8 9 9 1 0 0 1 0 1 1 0 2 1 0 3 1 0 4 1 0 5 106107108 1 0 9 1 1 0 1 1 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 9 6 0 9 7 0 9 8 0 9 9 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E ( + ) 0 .3 4 0 0 % (- )4 .7 2 8 4 % P I = 1 0 2 + 3 0 . 0 0 E L = 1 , 0 5 5 . 7 6 ’ V C = 7 7 0 ’ K = 1 5 2 V = 6 0 m p h DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAULIC DATA A C Y R S Y R S C F S C F S C F S F T F T F T = 1050.5 = 46 = 100(+)= 50= 35= 1049= 42= 1049.9 = 21 -L- Sta. 96+81 S K E W = 8 7 3 6 " C A A P EL = 1047.90’ -L- STA. 95+60 LT BEGIN LATERAL ’V’ DITCH EL = 1047.17’ -L- STA. 96+73 LT END LATERAL V DITCH EL = 1046.00’ -L- STA. 96+78 LT BEGIN LATERAL V DITCH (- )0 .6 5 % ( + ) 1 . 8 % EL = 1050.45’ -L- STA. 99+25 LT BEGIN LATERAL ’V’ DITCH EL = 1051.35’ -L- STA. 99+75 LT END LATERAL ’V’ DITCH EL = 1048.66’ -L- STA. 98+26 LT END LATERAL ’V’ DITCH ( + ) 1 . 8 % (-)4.7284% E L E V . 9 9 4 . 5 3 ’ T R E E O N B A N K O F M U L B E R R Y C R E E K 8 " S P I K E I N R O O T O F 1 0 " W A L N U T 2 0 9 . 6 1 ’ L T . - L - S T A . 1 1 8 + 0 8 . 3 3 B M # 6 (- )0 .3 8 9 8 % V = 5 5 m p h P I = 1 1 3 + 7 7 . 7 0 E L = 1 , 0 0 1 . 4 9 ’ V C = 5 1 0 ’ K = 1 1 8 EL = 1011.51’ -L- STA. 111+00 RT LATERAL BASE DITCH BEG IN EL = 1004.68’ -L- STA. 111+50 RT LATERAL BASE DITCH EL = 1030.20’-L- STA. 107+00 RTLATERAL BASE DITCHBEGINEL = 1016.40’-L- STA. 108+50 RTLATERAL BASE DITCH EL = 1015.15’ -L- STA. 109+00 RT LATERAL BASE DITCH EL = 1014.75’ -L- STA. 109+50 RT LATERAL BASE DITCH END (- )4 .3 % (-)9.2%(-)2.5% (- )0 .8 % (-)13.67% DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAULIC DATAACYRSYRSCFSCFSCFSFTFTFT= 1025.1 = 50 = 500(+)= 50 = 30 = 1022.3 = 36 = 1022.8 = 18 -L- Sta. 108+06 LT EL = 1013.00’ -L- STA. 110+78.63 (114) RT BEGIN BASE TAIL DITCH EL = 1004.68’ -L- STA. 111+52.00 (65.65) RT EN D BASE TAIL DITCH 1 0 8 . 2 5 L F @ 7 . 6 9 % SKEW=58 30" RCP E L = 9 8 1 . 0 3 ’ - L - S T A . 1 1 7 + 0 0 R T L A T E R A L B A S E D I T C H E N D O - L - S K E W 9 0 T O T A L L E N G T H = 1 5 0 ’ 3 S P A N S ( 1 @ 4 0 ’ , 1 @ 6 5 ’ , 1 @ 4 5 ’ ) C O N C R E T E G I R D E R B R I D G E P R O P O S E D 4 5 " P R E S T R E S S E D 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 = 6 5 0 0 = 5 0 = 9 9 1 . 0 = 7 5 0 0 = 1 0 0 = 9 9 1 . 7 6 = 1 3 0 0 0 = 5 0 0 ( + ) = 9 9 8 . 3 (-)7.18%EL = 1021.00’-L- STA. 108+00 LTEND LATERAL ’V’ DITCHEL = 1033.00’-L- STA. 105+50 LTBEGIN LATERAL ’V’ DITCH (+)7.32%EL = 1018.00’-L- STA. 107+59 LTLATERAL ’V’ DITCH 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ - L - N C 2 6 8 - L - N C 2 6 8 R - 2 6 0 3 2 5 120119121122 1 2 3 1 2 4 1 2 5 1 2 6 1 2 7 1 2 8 1 2 9 1 3 0 1 3 1 1 3 2 1 3 3 133134 1 3 5 1 3 6 1 3 7 1 3 8 1 3 9 1 4 0 1 4 1 1 4 2 1 4 3 1 4 4 1 4 5 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 9 6 0 9 7 0 9 8 0 9 9 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 9 7 0 9 8 0 9 9 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E ( + ) 2 . 15 5 0 % (-)0.3898% V = 8 0 m p h P I = 1 2 5 + 8 2 . 6 0 E L = 9 9 6 . 7 9 ’ V C = 6 0 0 ’ K = 2 3 6 EL = 995.75’ -L- STA. 126+00 LT SPECIAL CUT ’V’ DITCH W /HINGE BEGIN ( + ) 4. 5 3 % (- )0 . 4 8 % EL = 994.80’ -L- STA. 128+00 LT SPECIAL CUT ’V’ DITCH W /HINGE EL = 1001.60’ -L- STA. 129+50 LT SPECIAL CUT ’V’ DITCH W /HINGE END D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 9 9 7 . 7 = 5 8 = 1 0 0 ( + ) = 5 0 = 4 3 = 9 9 7 . 2 = 5 2 = 9 9 7 . 5 = 5 2 - L - S t a . 1 2 7 + 3 8 L T S K E W = 1 1 8 2 - 3 0 " R C P EL = 998.51’ -L- STA. 128+37.70 (88.95) LT BEGIN BASE TAIL DITCH EL = 994.80’ -L- STA. 128+00 (75.92) LT EN D BASE TAIL DITCH 3 9 . 6 L F @ 9 . 3 7 % (+)2.1550% ( + ) 1. 7 12 3 % ( + ) 2 . 5 3 8 5 % ( + ) 2 . 5 3 8 5 % ( + ) 1. 9 7 2 0 % ( + ) 1. 9 7 2 0 % PI = 134+00.00EL = 1,014.41’VC = 530’K = 1197V = 80 mph P I = 1 3 8 + 7 5 . 0 0 E L = 1 , 0 2 2 . 5 4 ’ V C = 2 5 0 ’ K = 3 0 3 V = 8 0 m p h P I = 1 4 2 + 0 0 . 0 0 E L = 1 , 0 3 0 . 7 9 ’ V C = 4 0 0 ’ K = 7 0 6 V = 8 0 m p h E L E V . 1 0 2 7 . 6 6 ’ 8 " S P I K E I N R O O T O F 1 2 " B E E C H T R E E 1 6 8 . 8 9 ’ R T . - L - S T A . 1 4 2 + 5 1 . 5 3 B M # 7 EL = 1023.86’ -L- STA. 140+50 LT SPECIAL CUT ’V’ DITCH W /HIN GE BEGIN (- )0 .5 % ( + ) 5 . 2 2 % EL = 1023.485’ -L- STA. 141+25 LT SPECIAL CUT ’V’ DITCH W /HING E EL = 1027.40’ -L- STA. 142+00 LT SPECIAL CUT ’V’ DITCH W /HIN GE END 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ - L - N C 2 6 8 - L - N C 2 6 8 R - 2 6 0 3 2 6 145161160159146147148 1 4 9 1 5 0 1 5 1 1 5 2 1 5 3 1 5 4 1 5 5 1 5 6 1 5 7 1 5 8 1 5 9 162 1 6 3 1 6 4 1 6 5 1 6 6 1 6 7 1 6 8 1 6 9 1 7 0 1 7 1 1 7 2 1 7 3 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (+)1.9720% ( + ) 2 . 10 5 8 % PI = 147+00.00EL = 1,040.65’VC = 600’K = 4483V = 80 mph P I = 1 5 9 + 0 0 . 0 0 E L = 1 , 0 6 5 . 9 2 ’ V C = 5 6 0 ’ K = 4 7 3 0 V = 8 0 m p h EL = 1058.59’ -L- STA. 157+00 LT SPECIAL CUT ’V’ DITCH W /HINGE BEGIN ( + ) 5. 2 7 % EL = 1052.00’ -L- STA. 155+75 LT SPECIAL CUT ’V’ DITCH W /HING E D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 0 5 5 . 0 = 3 2 = 1 0 0 ( + ) = 5 0 = 2 5 = 1 0 5 4 . 5 = 3 0 = 1 0 5 4 . 9 = 2 0 - L - S t a . 1 5 5 + 2 7 L T EL = 1031.60’-L- STA. 146+14 (61) RTBASE TAIL DITCHEL = 1031.60’-L- STA. 146+15.35 (88) RTBASE TAIL DITCH EL = 1052.00’ -L- STA. 155+75 (80) LT BEGIN BASE TAIL DITCH E L = 1 0 6 2 . 6 8 ’ - L - S T A . 1 5 6 + 8 9 ( 1 2 4 . 6 6 ) L T E N D B A S E T A I L D I T C H E L = 1 0 5 5 . 5 1 ’ - L - S T A . 1 5 6 + 0 0 ( 1 1 3 . 5 ) L T B A S E T A I L D I T C H 1 3 4 L F @ 8 . 0 % 25 LF @ 1.2% S K E W = 1 2 0 3 0 " R C P EL = 1054.39’ -L- STA. 155+00 LT SPECIAL CUT ’V’ DITCH W /HINGE BEGIN (- )3 .19 % ( + ) 1. 9 8 7 4 % (+)1.9874% ( + ) 3 . 5 8 9 6 % PI = 159+00.00EL = 1,065.92’VC = 560’K = 4730V = 80 mph P I = 1 6 4 + 4 5 . 0 0 E L = 1 , 0 7 6 . 7 5 ’ V C = 5 3 0 ’ K = 3 3 1 V = 8 0 m p h E L E V . 1 0 7 7 . 2 1 ’ 8 " S P I K E I N R O O T O F 1 0 " W H I T E O A K T R E E 2 4 8 . 1 0 ’ R T . - L - S T A . 1 6 7 + 8 3 . 3 5 B M # 8 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 0 8 7 . 0 = 1 9 = 1 0 0 ( + ) = 5 0 = 1 7 = 1 0 8 6 . 8 = 1 9 = 1 0 8 7 . 0 = 5 . 2 - L - S t a . 1 6 8 + 0 0 L T DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAULIC DATAACYRSYRSCFSCFSCFSFTFTFT= 1065.1 = 15 = 500(+)= 50 = 11 = 1064.7 = 12 = 1064.8 = 3.4 -L- Sta. 160+00 LTDRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATIO N 100 YEAR DISCHARGE100 YEAR HW ELEVAT I O N OVERTOPPING FREQUE N C Y OVERTOPPING DISCHA R G E OVERTOPPING ELEVAT I O N PIPE HYDRA U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 0 7 7 . 5 = 2 7 = 1 0 0 ( + ) = 5 0 = 1 7 = 1 0 7 6 . 1 = 2 1 = 1 0 7 6 . 6 = 1 3 -L- Sta . 1 6 5 + 0 0 L T D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 0 9 8 . 6 = 1 1 8 = 5 0 0 ( + ) = 5 0 = 3 4 = 1 0 9 1 . 0 = 4 1 = 1 0 9 1 . 3 = 3 2 - L - S t a . 1 7 1 + 3 5 L T ( + ) 4 . 3 2 % (+)2.6% ( + ) 4 . 2 2 % (- )0 .8 4 % EL = 1084.50’ -L- STA. 168+00 LT SPECIAL CUT ’V’ DITCH W /HINGE BEG IN EL = 1095.04’ -L- STA. 170+50 LT END SPECIAL CUT ’V’ DITCH W /HINGE BEGIN SPECIAL CUT ’V’ DITCH EL = 1097.15’ -L- STA. 171+00 LT SPECIAL CUT ’V’ DITCH END EL = 1074.22’ -L- STA. 164+50 LT SPECIAL CUT ’V’ DITCH W /HINGE BEGIN EL = 1073.80’ -L- STA. 165+00 LT SPECIAL CUT ’V’ DITCH W /HINGE EL = 1084.59’ -L- STA. 167+50 LT SPECIAL CUT ’V’ DITCH W /HIN GE END EL = 1063.00’-L- STA. 160+00 LT SPECIAL CUT ’V’ DITCH W/HINGE BEGIN EL = 1070.79’ -L- STA. 163+00 LT SPECIAL CUT ’V’ DITCH W /HING E END EL = 1088.50’ -L- STA. 170+10 LT BEGIN BASE TAIL DITCH EL = 1090.60’ -L- STA. 172+70 LT EN D BASE TAIL DITCH ( + ) 3 . 5 % SKEW=92 24" RCP S K E W = 9 7 . 5 2 4 " R C P S K E W = 1 1 1 2 4 " R C P T I E D T O 4 8 " R C P E X I S T I N G 2 ’ X 4 ’ B O X C U L V E R T D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ - L - N C 2 6 8 - L - N C 2 6 8 R - 2 6 0 3 2 7 173187174175176 1 7 7 1 7 8 1 7 9 1 8 0 1 8 1 1 8 2 1 8 3 1 8 4 1 8 5 1 8 6 1 8 7 188189190 1 9 1 1 9 2 1 9 3 1 9 4 1 9 5 1 9 6 1 9 7 1 9 8 1 9 9 2 0 0 2 0 1 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (+)3.5896% (- )3 .3 9 9 2 % P I = 1 8 2 + 0 0 . 0 0 E L = 1 , 1 3 9 . 7 5 ’ V C = 9 2 0 ’ K = 1 3 2 V = 5 5 m p h D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 10 0 Y E A R D I S C H A R G E 10 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 1 2 7 . 2 = 2 0 0 = 5 0 0 ( + ) = 5 0 = 3 8 = 1 1 1 5 . 3 = 4 6 = 1 1 1 5 . 6 = 3 6 - L - S t a . 1 8 0 + 7 8 L T ( + ) 0 . 5 % (- )3 .5 6 % EL = 1124.40’ -L- STA. 185+50 LT LATERAL BASE DITCH BEGIN EL = 1126.56’ -L- STA. 181+50 RT SPECIAL CUT ’V’ DITCH W /HINGE BEG IN EL = 1126.81’ -L- STA. 182+00 RT SPECIAL CUT ’V’ DITCH W /HINGE T I E D T O 6 0 " R C P E X I S T I N G 4 ’ X 4 ’ B O X C U L V E R T (-)3.3992% E L . 1 0 9 5 . 5 6 ’ - L - S T A . 1 9 5 + 0 0 . 0 0 E N D G R A D E E L E V . 1 1 1 1 . 7 0 ’ 8 " S P I K E I N R O O T O F 1 0 " S U M A C K T R E E 2 3 1 . 9 2 ’ L T . - L - S T A . 1 9 3 + 2 5 . 6 1 B M # 9 EL = 1115.50’-L- STA. 188+00 LTLATERAL BASE DITCHEND S T A 1 9 5 + 0 0 A S D I R E C T E D B Y T H E E N G I N E E R I N C I D E N T A L M I L L I N G F R O M - L - S T A . 1 9 2 + 7 5 T O 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ - Y 1 - N C 2 6 8 R - 2 6 0 3 2 8 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,180 1,190 1,200 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 1 , 1 8 0 1213 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 - Y 1 - N C 2 6 8 1110252627 2 8 2 9 3 0 3 1 3 2 24 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (- )3 .2 9 3 2 % (-)7 .4 9 9 4 % ELEV. 1185.40’-Y1- STA. 15+00. 0 0 BEGIN GRADE P I = 1 7 + 4 5 . 0 0 E L = 1 , 1 7 7 . 3 3 ’ V C = 4 0 0 ’ K = 9 5 V = 5 0 m p h S T A 1 5 + 7 5 A S D I R E C T E D B Y T H E E N G I N E E R I N C I D E N T A L M I L L I N G F R O M - Y 1 - S T A . 1 3 + 0 5 . 0 0 T O ( + ) 1. 4 10 8 % PI = 27+55 . 0 0 EL = 1,101.5 9 ’ VC = 520’K = 58V = 35 mp h E L . 1 1 0 8 . 3 3 ’ - Y 1 - S T A . 3 2 + 3 2 . 9 1 E N D G R A D E DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAULIC DATAACYRSYRSCFSCFSCFSFTFTFT= 1106.1 = 370 = 100(+)= 50= 280= 1102.3= 340= 1104.7 = 290 -Y1- Sta. 29+00 E X I S T I N G 4 ’ X 6 ’ B O X C U L V E R T D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ N C 2 6 8 R - 2 6 0 3 2 9 1,140 1,150 1,16022 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 15 - Y 1 A - 23 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 3 2 1,1301,1201,1101,100 1 , 1 4 0 1 , 1 3 0 1 , 1 2 0 1 , 1 1 0 1 , 1 0 0 16 1 7 1 8 1 9 1 , 1 8 0 S C H O O L B U S D R . - Y 3 - -Y 2 - SR 2 3 3 4 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 0 8 0 1 , 0 7 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 0 8 0 1 , 0 7 0 1 , 1 6 0 1,0901,0801,070 1 , 0 9 0 1 , 0 8 0 1 , 0 7 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E 1,1501,090 1,100 1,110 1,120 1,130 1,140 1,160 1,170 1,180 1 0 1 1 (-)7.4313% (- )6 .3 6 0 8 % ( + ) 1. 4 10 8 % P I = 2 8 + 2 5 . 0 0 E L = 1 , 1 0 2 . 2 0 ’ V C = 4 3 0 ’ K = 5 5 V = 3 5 m p h PI = 23+20.00EL = 1,134.32’VC = 260’K = 243V = 80 mph ELEV. 1146.36’-Y1A- STA. 21+58.06 BEGIN GRADE E L . 1 1 0 8 . 2 4 ’ - Y 1 A - S T A . 3 2 + 5 3 . 1 1 E N D G R A D E DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAUL I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 1 3 6 . 6 = 1 0 0 = 5 0 0 ( + ) = 5 0 = 3 3 = 1 1 2 5 . 0 = 3 9 = 1 1 2 5 . 5 = 1 2 -Y1A- Sta. 2 3 + 0 6 SKEW=34 30" RCP(-)7.7350%(-)6.6400% (- )5 .0 0 0 0 % ( +) 8.3 9 0 4 % PI = 15+65.00EL = 1,137.28’VC = 200’K = 183V = 70 mph P I = 1 8 + 6 0 . 6 9 E L = 1 , 1 1 9 . 7 0 ’ V C = 1 3 4 ’ K = 1 0 V = 1 5 m p h ELEV. 1145.02’-Y2- STA. 14+65.00 BEGIN GRADE E L . 1 1 2 5 . 5 1 ’ - Y 2 - S T A . 1 9 + 3 0 . 0 0 E N D G R A D E E L E V . 1 1 2 3 . 0 5 ’ - Y 2 - S T A . 1 7 + 9 3 . 6 2 B E G I N G R A D E E L . 1 1 2 7 . 3 5 ’ - Y 2 - S T A . 1 7 + 1 4 . 5 8 E N D G R A D E ( - ) 5 . 3 9 4 6 % ( - ) 5 . 5 2 9 4 % (-)5.3 5 1 6 % -Y2- STA. = 17+71.19 EL = 1,124.26’ -Y2- STA. = 17+37.19 EL = 1,126.14’ STA 1 9 + 3 0 A S D I R E C T E D B Y T H E E N G I N E E R INCI D E N T A L M I L L I N G F R O M - Y 2 - S T A . 1 9 + 1 5 . 0 0 T O ( - ) 3 . 4 0 0 0 % ( + ) 2 . 0 0 0 0 % ( + ) 2 . 0 7 1 2 % P I = 1 0 + 4 3 . 3 2 E L = 1 , 1 0 5 . 1 8 ’ V C = 5 8 ’ K = 1 0 V = 1 5 m p h E L . 1 1 0 5 . 7 6 ’ - Y 3 - S T A . 1 0 + 7 2 . 4 8 E N D G R A D E E L . 1 1 0 6 . 3 3 ’ - Y 3 - S T A . 1 1 + 0 0 . 0 0 E L E V . 1 1 0 6 . 4 5 ’ - Y 3 - S T A . 1 0 + 0 6 . 0 0 B E G I N G R A D E 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ R - 2 6 0 3 3 0 -Y7-1011 1 0 1 1 1 0 1 1 10 1,060 1,070 1,080 1,090 1,100 1,110 1,120 1,130 1,140 1,150 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 - Y 8 - S R 1 9 7 1 1,070 1,080 1,090 1,100 1,110 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1,120 1,130 1,140 1,150 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 -Y4-TEMPLE ST. - Y 5 - W H I T E P I N E S T . - Y 6 - S H A V E R S T . 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 0 0 1 , 1 1 0 SR 1979 1 0 1 1 1 2 1 3 1 4 111213 1 4 1 , 1 6 0 1,160 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 4 0 1 , 1 5 0 1 , 1 2 0 1 , 1 3 0 1 , 0 6 0 1 , 0 5 0 1 , 0 6 0 1 , 0 5 0 1 , 0 3 0 1 , 0 2 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E 1 2 1 , 0 2 0 1 , 0 3 0 (-)3.8500%(+)1.8000%(+)2.0364%ELEV. 1112.09’-Y4- STA. 10+00.00 BEGIN GRADEEL. 1111.42’-Y4- STA. 10+72.50 END GRADE PI = 10+35.00EL = 1,110.74’VC = 70’K = 12V = 15 mphEL. 1111.98’-Y4- STA. 11+00.0 0 ( - ) 1 . 1 0 0 0 % ( + ) 1 . 5 2 5 2 % ( + ) 1 . 8 5 1 9 % E L . 1 0 8 6 . 5 5 ’ - Y 5 - S T A . 1 1 + 0 0 . 0 0 P I = 1 0 + 3 5 . 0 0 E L = 1 , 0 8 5 . 4 7 ’ V C = 7 0 ’ K = 2 7 V = 2 5 m p h E L E V . 1 0 8 5 . 8 5 ’ - Y 5 - S T A . 1 0 + 0 0 . 0 0 B E G I N G R A D E E L . 1 0 8 6 . 0 4 ’ - Y 5 - S T A . 1 0 + 7 2 . 4 6 E N D G R A D E E L E V . 1 0 9 4 . 5 6 ’ - Y 6 - S T A . 1 0 + 5 0 . 0 0 B E G I N G R A D E V C = 6 4 ’ K = 1 4 V = 1 5 m p h E L . 1 0 8 8 . 3 3 ’ - Y 6 - S T A . 1 1 + 7 2 . 2 0 E N D G R A D E E L . 1 0 8 9 . 0 0 ’ - Y 6 - S T A . 1 2 + 0 0 . 0 0 P I = 1 0 + 7 8 . 0 0 E L = 1 , 0 9 3 . 4 4 ’ ( - ) 4 . 0 0 0 0 % ( - ) 7 . 0 9 8 0 % P I = 1 1 + 3 8 . 0 0 E L = 1 , 0 8 9 . 1 9 ’ ( - ) 2 . 5 0 0 0 % ( + ) 2 . 4 1 0 1 % V C = 5 6 ’ K = 1 8 V = 2 5 m p h (+)9.3036%(-)12.0000%(+)1.0000%(+)2.7 8 8 8 % PI = 13+55.0 0 EL = 1,095. 2 2 ’ VC = 130’K = 10V = 15 mph PI = 11+82.50EL = 1,115.92’VC = 140’K = 7V = 20 mphELEV. 1108.24’-Y7- STA. 11+00.00 BEGIN GRADE EL. 1095.87’-Y7- STA. 14+2 0 . 0 8 END GRADEEL. 1096.6 4 ’ -Y7- STA. 1 4 + 4 7 . 6 9 E L E V . 1 0 7 4 . 1 3 ’ - Y 8 - S T A . 1 3 + 0 0 . 0 0 B E G I N G R A D E ( + ) 1. 6 3 7 6 % E L . 1 0 7 6 . 3 7 ’ - Y 8 - S T A . 1 4 + 3 6 . 8 9 E N D G R A D E E L . 1 0 7 7 . 6 3 ’ S T A . 1 4 + 8 9 . 0 5 - Y 8 - ( + ) 1 . 9 0 % EL = 1071.71’ -Y8- STA. 13+50 LT BEGIN STANDARD ’V’ DITCH EL = 1070.00’ -Y8- STA. 12+60 LT END STAN DARD ’V’ DITCH ( + ) 2 . 4 15 7 % 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ R - 2 6 0 3 3 1 101112 1 3 1,040 1,050 1,060 1,070 1,080 1,090-Y9-SIDNEY AV E . 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 - Y 1 0 - S R 1 9 6 1 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 8 0 1 0 1 1 1 2 1 3 1011 -Y11-SR 1983 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 0 7 0 1 , 0 9 0 1 , 0 5 0 1 , 0 4 0 1 , 0 3 0 1 , 0 2 0 1 , 0 1 0 1 , 0 0 0 9 9 0 1 , 1 2 0 1,060 1,070 1,080 1,090 1,100 1,1101,0501,0401,0301,0201,0101,000990 1,120 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E 1213 - D R I V E 6 - 1 0 1 1 1 2 1 3 1 , 0 6 0 1 , 0 5 0 1 , 0 4 0 1 , 0 3 0 1 , 0 2 0 1 , 0 1 0 1 , 0 0 0 9 9 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 9 8 0 1 , 0 6 0 1 , 0 5 0 1 , 0 4 0 1 , 0 3 0 1 , 0 2 0 1 , 0 1 0 1 , 0 0 0 9 9 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 9 8 0 (+)2.0000%( + ) 5. 3 4 3 5 % (-)2.3721%PI = 10+80.00EL = 1,055.78’VC = 80’K = 24V = 20 mphELEV. 1054.93’-Y9- STA. 10+37.52 BEGIN GRADE E L . 1 0 6 8 . 8 7 ’ - Y 9 - S T A . 1 3 + 2 5 . 0 0 E N D G R A D E EL. 1055.82’-Y9- STA. 10+00.00 (-)7 .4 8 0 0 % ( - ) 2 . 0 0 0 0 % ( + ) 1 . 9 9 9 5 % E L E V . 1 0 5 6 . 9 8 ’ - Y 1 0 - S T A . 1 1 + 5 6 . 4 9 B E G I N G R A D E E L . 1 0 5 1 . 2 2 ’ - Y 1 0 - S T A . 1 2 + 6 2 . 4 9 E N D G R A D E E L . 1 0 5 1 . 9 7 ’ - Y 1 0 - S T A . 1 3 + 0 0 . 0 0 P I = 1 2 + 2 3 . 0 0 E L = 1 , 0 5 2 . 0 1 ’ V C = 7 8 ’ K = 1 4 V = 1 5 m p h PI = 1 3 + 4 0 . 0 0 EL = 1 , 0 5 3 . 5 7 ’ (-)4.8800%( + ) 1 . 0 0 0 0 % ( + ) 2 . 0 0 0 0 % ELEV. 1058.04’-Y11- STA. 12+48.35 BEGIN GRADE STA 13+4 0 A S D I R E C T E D B Y T H E E N G I N E E R INCIDENT A L M I L L I N G F R O M - Y 1 1 - S T A . 1 2 + 4 8 . 3 5 T O K = 5 VC = 3 0 ’ V = S T O P C O N D I T I O N E L . 1 0 5 3 . 7 6 ’ - Y 1 1 - S T A . 1 3 + 5 9 . 1 9 E N D G R A D E E L . 1 0 5 4 . 5 1 ’ - Y 1 1 - S T A . 1 3 + 9 6 . 7 9 (-)6.5%EL = 1055.00’-Y11- STA. 12+60 LTBEGIN LATERAL ’V’ DITCHEL = 1050.45’-Y11- STA. 13+30 LTEND LATERAL ’V’ DITCH P I = 1 0 + 6 0 . 0 0 E L = 1 , 0 5 2 . 1 6 ’ P I = 1 2 + 6 5 . 0 0 E L = 1 , 0 3 3 . 7 1 ’ (-)9.0000% ( + ) 0 . 7 3 0 0 % V C = 4 5 ’ K = 2 2 E L . 1 , 0 5 4 . 4 8 ’ - D R I V E 6 - S T A . 1 0 + 0 0 . 0 0 E L E V . 1 , 0 5 3 . 7 3 ’ - D R I V E 6 - S T A . 1 0 + 3 7 . 5 0 B E G I N G R A D E V C = 8 0 ’ K = 8 E L . 1 , 0 3 4 . 2 1 ’ - D R I V E 6 - S T A . 1 3 + 3 3 . 6 0 E N D G R A D E ( - ) 2 . 0 0 0 0 % ( - ) 7 . 0 0 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ R - 2 6 0 3 3 2 1 0 - Y 1 2 - S R 2 3 3 4 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070990 1,080 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 9 9 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 9 9 0 9 8 0 1 , 0 4 0 1 , 0 5 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 0 6 0 1 , 0 7 0 - Y 1 4 - W O O D S I D E D R . - Y 1 5 - Q U E E N D R . -Y13- 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1 , 1 0 0 1 , 1 1 0 1211 1 0 1 1 1 0 1 1 10 95 0 96 0 97 0 98 0 99 0 1,00 0 1,01 0 1,02 0 1,03 0 1,04 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 9 9 0 9 8 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 , 1 2 0 1 , 1 3 0 1 , 1 2 0 1 , 1 3 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E 1 2 ( - ) 2 . 0 0 0 0 % P I = 1 3 + 7 5 . 0 0 E L = 1 , 0 4 9 . 4 8 ’ ( + ) 5. 0 0 0 0 % (- )4 .5 15 7 % V C = 2 9 0 ’ K = 3 0 V = 3 5 m p h (-)2.8 4 9 0 % P I = 1 1 + 0 0 . 0 0 E L = 1 , 0 3 5 . 7 3 ’ V C = 1 0 0 ’ K = 1 4 V = 1 5 m p h ELEV. 1036.75’-Y12- STA. 10+49. 1 4 BEGIN GRADEELEV. 1038.15’-Y12- STA. 10+00 . 0 0 E L . 1 0 3 8 . 1 9 ’ - Y 1 2 - S T A . 1 6 + 2 5 . 0 2 E N D G R A D E S T A 1 6 + 2 5 A S D I R E C T E D B Y T H E E N G I N E E R I N C I D E N T A L M I L L I N G F R O M - Y 1 2 - S T A . 1 6 + 0 0 T O ELEV. 998.24’-Y13- STA. 10+35.50 BEGIN GRADEEL. 998.95’-Y13- STA. 10+00.00EL. 995.00’-Y13- STA. 11+15.22 END GRADE (-)2.0000%(-)4.0690% ( + ) 3 . 0 0 0 0 % E L E V . 1 0 2 2 . 3 6 ’ - Y 1 4 - S T A . 1 0 + 3 5 . 5 0 B E G I N G R A D E E L . 1 0 2 1 . 7 6 ’ - Y 1 4 - S T A . 1 1 + 0 2 . 0 0 E N D G R A D E E L . 1 0 2 1 . 3 0 ’ - Y 1 4 - S T A . 1 0 + 0 0 . 0 0 P I = 1 0 + 8 0 . 8 5 E L = 1 , 0 2 1 . 6 3 ’ V C = 4 2 ’ K = 1 9 V = 2 0 m p h ( + ) 0 . 6 0 0 1 % ( - ) 1 . 6 1 9 8 % ( - ) 2 . 0 0 0 0 % ( + ) 3 . 0 0 0 0 % P I = 1 0 + 4 5 . 0 0 E L = 1 , 0 7 0 . 3 8 ’ (+)16.0000 % V C = 7 0 ’ K = 5 P I = 1 1 + 3 6 . 0 0 E L = 1 , 0 8 4 . 9 4 ’ ( - ) 2 . 0 1 8 4 % E L . 1 0 6 9 . 5 3 ’ - Y 1 5 - S T A . 1 0 + 0 0 . 0 0 E L E V . 1 0 6 9 . 3 3 ’ - Y 1 5 - S T A . 1 0 + 1 0 . 0 0 B E G I N G R A D E V C = 5 0 ’ K = 3 E L . 1 0 8 4 . 4 2 ’ - Y 1 5 - S T A . 1 1 + 6 1 . 6 1 E N D G R A D E 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 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 R - 2 6 0 3 3 3 - Y 1 6 - S R 2 0 9 0 10111213 1,100 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,180 1,190 1 4 1 5 1 6 1 7 1 8 - Y 1 7 - S R 2 0 8 6 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1,060 1,070 1,080 1,090 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 1 0 1 1 1 2 1 3 1 4 1 5 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ 1 , 1 4 0 1 , 1 5 0 1,200 1,210 1,220 1,230 1,240 1,250 1,260 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 1 , 1 8 0 1 , 1 9 0 1 , 2 0 0 1 , 2 1 0 1 , 2 2 0 1 , 2 3 0 1 , 2 4 0 1 , 2 5 0 1 , 2 6 0 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (- )0 .9 0 0 0 % (-)15.0000% (- )3 .0 0 0 0 % ( + ) 2 . 0 0 0 0 % P I = 1 1 + 5 7 . 2 1 E L = 1 , 0 7 6 . 6 8 ’ V C = 1 7 0 ’ K = 1 2 V = 2 5 m p h P I = 1 4 + 0 0 . 0 0 E L = 1 , 0 4 0 . 2 6 ’ V C = 1 0 0 ’ K = 8 V = 1 0 m p h E L E V . 1 0 7 7 . 5 1 ’ - Y 1 6 - S T A . 1 0 + 6 5 . 0 0 B E G I N G R A D E E L . 1 0 3 9 . 6 4 ’ - Y 1 6 - S T A . 1 5 + 0 0 . 0 0 E L . 1 0 3 8 . 6 9 ’ - Y 1 6 - S T A . 1 4 + 5 2 . 5 0 E N D G R A D E (-)12.65% EL = 1071.88’ -Y16- STA. 11+50 LT SPECIAL CUT ’V’ DITCH BEGIN EL = 1152.91’ -Y16- STA. 13+00 LT SPECIAL CUT ’V’ DITCH END S T A 1 1 + 0 5 A S D I R E C T E D B Y T H E E N G I N E E R I N C I D E N T A L M I L L I N G F R O M - Y 1 6 - S T A . 1 0 + 6 5 T O EL = 1073.88’ -Y16- STA. 11+00 RT END SPECIAL LATERAL ’V’ DITCH BEGIN SPECIAL CUT ’V’ DITCH W ITH HINGE EL = 1069’ -Y16- STA. 11+75 RT END SPECIAL CUT ’V’ DITCH W ITH HINGE ( - ) 6 . 5 0 % ( - ) 6 . 5 0 % EL = 1076.15’ -Y16- STA. 10+65 RT BEGIN SPECIAL LATERAL ’V’ DITCH (-)15.0000%(-)12.8990% (-)14.7300% (- )2 .0 0 0 0 % ( + ) 1. 7 6 14 % P I = 1 5 + 0 0 . 0 0 E L = 1 , 1 1 7 . 7 0 ’ V C = 3 0 0 ’ K = 1 6 4 V = 6 0 m p h P I = 1 7 + 8 0 . 0 0 E L = 1 , 0 7 6 . 4 6 ’ V C = 1 3 0 ’ K = 1 0 V = 1 5 m p h PI = 11+95.00EL = 1,157.04’VC = 140’K = 67V = 40 mph ELEV. 1169.04’-Y17- STA. 11+15.00 BEGIN GRADE E L . 1 0 7 5 . 1 4 ’ - Y 1 7 - S T A . 1 8 + 4 5 . 8 7 E N D G R A D E E L . 1 0 7 5 . 9 8 ’ - Y 1 7 - S T A . 1 8 + 9 3 . 5 6 (-)21.5% (-)8 .2 3 % (-)14.44% (-)17.55%(-)14.75%(-)14.44%EL = 1167.70’-Y17- STA. 11+15 LTBEGIN LATERAL ’V’ DITCHEL = 1161.56’-Y17- STA. 11+50 LTLATERAL ’V’ DITCHEL = 1154.18’-Y17- STA. 12+00 LTLATERAL ’V’ DITCHEL = 1139.74’-Y17- STA. 13+00 LTBEGIN SPECIAL CUT ’V’ DITCHEND LATERAL ’V’ DITCH EL = 1110.863’ -Y17- STA. 15+00 LT END SPECIAL CUT ’V’ DITCH BEGIN LATERAL ’V’ DITCH EL = 1100.113’ -Y17- STA. 15+50 LT EL = 1096.00’ -Y17- STA. 16+00 LT END LATERAL ’V’ DITCH STA 11+55 AS DIRECTED BY THE ENGINE E R INCIDENTAL MILLING FROM -Y17- STA. 11+1 5 T O 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ R - 2 6 0 3 3 4 - Y 1 8 - S R 1 9 6 6 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,180 1,190 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 1 , 1 8 0 1,20015161718 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 29303132 3 3 3 4 3 5 1,100 1,110 1,120 1,130 1,140 1,150 1,160 1,170 1,180 1,190 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 1 , 1 8 0 1 , 1 9 0 - Y 1 8 - S R 1 9 6 6 2 8 2 9 3 6 3 7 3 8 3 9 4 0 4 1 4 2 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E (- )2 .9 9 0 4 % P I = 1 9 + 3 5 . 0 0 E L = 1 , 1 6 4 . 5 4 ’ V C = 3 7 0 ’ K = 2 5 9 V = 6 5 m p h P I = 2 8 + 0 0 . 0 0 E L = 1 , 1 3 8 . 6 7 ’ V C = 4 4 0 ’ K = 8 6 2 V = 8 0 m p h ELEV. 1172.71’-Y18- STA. 17+50.00 BEGIN GRADE (- )2 .4 8 0 0 % (-)4.4 2 0 0 % (- )4 .14 % (- )3 .7 6 % DRAIN A G E A R E A DESIG N F R E Q U E N C Y DESIG N D I S C H A R G E DESIG N H W E L E V A T I O N 100 YE A R D I S C H A R G E 100 YE A R H W E L E V A T I O N OVERT O P P I N G F R E Q U E N C Y OVERT O P P I N G D I S C H A R G E OVERT O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 1 5 8 . 5 = 2 3 = 1 0 0 = 2 5 = 2 0 = 1 1 5 8 . 1 = 2 3 = 1 1 5 8 . 5 = 6 . 6 - Y 1 8 - S t a . 2 1 + 0 0 L T D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W 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 O V E R T O P P I N G E L E V A T I O N P I P E H Y D R A U L I C D A T A A C Y R S Y R S C F S C F S C F S F T F T F T = 1 1 4 4 . 1 = 4 0 = 5 0 0 ( + ) = 5 0 = 2 7 = 1 1 4 3 . 0 = 2 9 = 1 1 4 3 . 1 = 9 . 1 - Y 1 8 - S t a . 2 5 + 7 0 L T (-)7.12% E L = 1 1 4 0 . 3 0 ’ - Y 1 8 - S T A . 2 5 + 7 0 L T E N D S P E C I A L C U T ’ V ’ D I T C H W / H I N G E EL = 1152.33’ -Y18- STA. 22+50 LT BEG IN SPECIAL CUT ’V’ DITCH W /HINGE EL = 1155.50’ -Y18- STA. 21+00 LT END SPECIAL CUT ’V’ DITCH W /HINGE EL = 1167.92’-Y18- STA. 18+00 LTBEGIN SPECIAL CUT ’V’ DITCH W /HING EEND SPECIAL CUT ’V’ DITCHEL = 1175.04’-Y18- STA. 17+00 LTBEGIN SPECIAL CUT ’V’ DITCH S K E W = 8 3 2 4 " R C P S K E W = 9 1 3 0 " R C P STA 18+50 A S D I R E C T E D B Y T H E E N G I N E E R INCIDENTAL M I L L I N G F R O M - Y 1 8 - S T A . 1 7 + 5 0 T O (-)2.4800%(-)3.0000% ( + ) 5. 5 1 0 0 % (-)3.3375%(-)3.3375%PI = 31+80.00EL = 1,128.10’VC = 125’K = 15V = 15 mph P I = 3 7 + 2 5 . 0 0 E L = 1 , 1 5 8 . 1 3 ’ V C = 3 9 0 ’ K = 1 7 1 V = 6 0 m p h V = 4 5 m p h E L . 1 1 6 8 . 5 0 ’ - Y 1 8 - S T A . 4 2 + 4 0 . 0 0 E N D G R A D E EL = 1,131.58’ELEV. 1129.98’-Y18- STA. 31+17.25 BEGIN GRADE-Y18- STA. = 30+69.31 EL. 1133.18’-Y18- STA. 30+21.37 END GRADE ( + ) 9. 3 % (+)0.5%EL = 1127.022’-Y18- STA. 31+50 RTSPECIAL CUT ’V’ DITCHEL = 1127.08’-Y18- STA. 31+61.57 RTSPECIAL CUT ’V’ DITCHEND S T A 4 2 + 4 0 A S D I R E C T E D B Y T H E E N G I N E E R I N C I D E N T A L M I L L I N G F R O M - Y 1 8 - S T A . 4 0 + 7 5 T O P I = 4 1 + 0 0 . 0 0 E L = 1 , 1 7 0 . 2 3 ’ ( + ) 3 . 2 2 6 4 % (- )1.2 3 2 4 % V C = 2 8 0 ’ K = 6 3 EL = 1161.66’ -Y18- STA. 39+00 LT BEGIN LATERAL ’V’ DITCH EL = 1152.17’ -Y18- STA. 38+10 LT END LATERAL ’V’ DITCH EL = 1157.00’ -Y18- STA. 38+50 LT LATERAL ’V’ DITCH (+)10.17 % R - 2 6 0 3 3 5 1 0 1 1 1 2 1 3 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,1001,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 -Y19-RIDGE TOP RD. 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 5/28/99 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 24-SEP-2014 17:09R:\Roadway\Proj\R2603_Rdy_pfl.dgn$$$$USERNAM E$$$$ - D R I V E 1 - - D R I V E 2 - 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 1 , 1 8 0 1 , 1 9 0 1 , 2 0 0 1 , 2 1 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 0 1 1 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1011 1,010 1,020 1,030 1,040 1,050 1,060 1,0701213 1,080 1,090 1,100 1011 E X I S T I N G G R O U N D P R O P O S E D G R A D E L E F T D I T C H G R A D E R I G H T D I T C H G R A D E 1 , 1 6 0 -DRIVE3- - D R I V E 4 - 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 0 1 1 1 2 1 3 1 4 1 , 1 3 0 1 , 1 4 0 1 , 1 5 0 1 , 1 6 0 1 , 1 7 0 1 , 1 8 0 1 , 1 9 0 1 , 2 0 0 1 , 2 1 0 1 , 1 2 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 1 3 0 1 , 1 4 0 1 , 0 0 0 1 , 0 1 0 1 , 0 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 - D R I V E 5 - 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 , 0 3 0 1 , 0 4 0 1 , 0 5 0 1 , 0 6 0 1 , 0 7 0 1 , 0 8 0 1 , 0 9 0 1 , 1 0 0 1 , 1 1 0 1 , 1 2 0 1 0 1 1 (-)12.0000%(+)6.6909%(+)2.0000%K = 1 0 V = 1 5 m p h ELEV. 1159.73’-Y19- STA. 10+15.30 BEGIN GRADEELEV. 1158.71’-Y19- STA. 10+00.00 EL. 11 3 8 . 3 2 ’ -Y19- S T A . 1 3 + 0 0 . 0 0 END G R A D E K = 4V = 15 mph(-)5 .0 % (-)10.17% (-)7 .4 2 % DRAINAGE AREADESIGN FREQUENCYDESIGN DISCHARGEDESIGN HW ELEVATION100 YEAR DISCHARGE100 YEAR HW ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGEOVERTOPPING ELEVATION PIPE HYDRAULIC DATAACYRSYRSCFSCFSCFSFTFTFT= 1138.4 = 17 = 500(+)= 25 = 4.9 = 1134.5 = 5 = 1135.8 = 1.5 -Y19- Sta. 13+15 RTEL = 1152.17’-Y19- STA. 10+50 RTBEGIN LATERAL ’V’ DITCHEL = 1142.00’-Y19- STA. 11+50 RTLATERAL ’V’ DITCHEL = 1146.50’-Y19- STA. 11+00 LTBEGIN LATERAL ’V’ DITCH EL = 1135.00’ -Y19- STA. 12+50 LT END LATERAL ’V’ DITCH EL = 1134.50’ -Y19- STA. 13+00 RT END LATERAL ’V’ DITCH S K E W = 1 1 3 . 3 1 8 " R C P ( - ) 0 . 3 0 % STA 13+00 AS DIRECTED BY THE EN G I N E E R INCIDENTAL MILLING FROM -Y19- ST A . 1 2 + 7 5 T O PI = 10+50.00EL = 1,160.43’PI = 1 2 + 3 2 . 5 3 EL = 1 , 1 3 8 . 5 2 ’ VC = 1 2 0 ’ VC = 60’ E L . 1 1 4 9 . 0 7 ’ - D R I V E 1 - S T A . 1 1 + 5 5 . 7 0 E L E V . 1 1 5 2 . 4 8 ’ - D R I V E 1 - S T A . 1 0 + 2 0 . 0 0 B E G I N G R A D E ( - ) 5 . 1 8 1 5 % E L . 1 1 4 9 . 8 6 ’ - D R I V E 1 - S T A . 1 1 + 4 0 . 4 5 E N D G R A D E P I = 1 0 + 7 5 . 0 0 E L = 1 , 1 5 4 . 1 3 ’ ( + ) 3 . 0 0 0 0 % (-)6 .5 2 0 0 % V C = 1 0 0 ’ K = 1 1 (+)15.0000 % ( + ) 0 . 5 0 0 0 % E L . 1 0 9 6 . 4 7 ’ - D R I V E 2 - S T A . 1 0 + 0 0 . 0 0 E L E V . 1 0 9 6 . 1 7 ’ - D R I V E 2 - S T A . 1 0 + 1 5 . 0 0 B E G I N G R A D E P I = 1 0 + 3 0 . 0 0 E L = 1 , 0 9 6 . 6 2 ’ K = 2 . 5 V C = 3 0 ’ E L . 1 1 0 6 . 4 1 ’ - D R I V E 2 - S T A . 1 1 + 4 3 E N D G R A D E P I = 1 0 + 9 3 . 6 5 E L = 1 , 1 0 6 . 1 7 ’ K = 3 V C = 5 0 ’ ( + ) 3 . 0 0 0 0 % ( - ) 2 . 0 0 0 0 % (+)4.0000%(+)6.8000%PI = 12+85.00EL = 1,061.44’PI = 13+40.0 0 EL = 1,067.6 0 ’ (+)11.2000 % (+)4.8000%EL. 1037.20’-DRIVE3- STA. 10+00.00ELEV. 1037.64’-DRIVE3- STA. 10+11.01 BEGIN GRADEEL. 1068.00’-DRIVE3- STA. 13+48.5 2 END GRADE K = 14K = 3VC = 17’VC = 60’(+)9.0000%PI = 10+40.00EL = 1,039.99’PI = 11+93.02K = 41K = 74 VC = 56’EL = 1,055.18’(+)9.7575%VC = 120’ P I = 1 0 + 7 0 . 0 0 E L = 1 , 0 1 5 . 7 1 ’ (+)17.4930%E L . 1 , 0 6 0 . 3 7 ’ - D R I V E 4 - S T A . 1 4 + 0 0 . 0 0 E N D G R A D E E L . 1 0 1 7 . 8 1 ’ - D R I V E 4 - S T A . 1 0 + 0 0 . 0 0 E L E V . 1 0 1 6 . 7 5 ’ - D R I V E 4 - S T A . 1 0 + 3 5 . 5 0 B E G I N G R A D E K = 3 V C = 6 1 ’ ( - ) 3 . 0 0 0 0 % ( - ) 3 . 0 0 0 0 % P I = 1 2 + 6 5 . 0 0 E L = 1 , 0 4 9 . 8 2 ’ V C = 8 0 ’ P I = 1 3 + 5 0 . 0 0 E L = 1 , 0 5 5 . 7 7 ’ ( + ) 7. 0 0 0 0 % ( +)9.2 0 3 5 % V C = 7 0 ’ K = 7 K = 3 1 ( + ) 4 . 3 2 0 0 % ( + ) 7 . 0 0 0 0 % P I = 1 0 + 1 5 . 0 0 E L = 1 , 0 5 2 . 5 6 ’ (+)2 0 .0 0 0 0 % P I = 1 0 + 6 7 . 0 0 E L = 1 , 0 6 2 . 9 6 ’ ( + ) 9 . 4 4 8 5 % E L . 1 0 5 1 . 6 8 ’ - D R I V E 5 - S T A . 1 0 + 0 0 . 0 0 E L E V . 1 0 5 1 . 9 5 ’ - D R I V E 5 - S T A . 1 0 + 0 6 . 2 5 B E G I N G R A D E E L . 1 , 0 6 3 . 7 2 ’ - D R I V E 5 - S T A . 1 0 + 7 5 . 0 0 E N D G R A D E V C = 1 6 ’ K = 2 V C = 1 7 ’ K = 1