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Home My WebLink About20130314 Ver 1_Application_20130314 S TATE OF N ORTH C AROLINA D EPARTMENT OF T RANSPORTATION P AT L. M C C RORY A NTHONY J. T ATA G OVERNOR S ECRETARY MAILING ADDRESS: NC D EPARTMENT O F T RANSPORTATION P ROJECT D EVELOPMENT & E NVIRONMENTAL A NALYSIS U NIT 15 9 8 M AIL S ERVICE C ENTER R ALEIGH NC 27699 -1548 T ELEPHONE : 919 -707 -6 0 00 FAX: 919 -2 12 -5785 W EBSITE :NCDOT .GOV LOCATION: C ENTURY C ENTER , B UILDING B 10 20 B IRCH R IDGE D RIVE R ALEIGH NC 27610 March 14 , 2013 U. S. Army Corps of Engineers Regulatory Field Office 69 Darlington Ave. Wilmington, NC 28403 Attention: Mr. Ronnie Smith NCDOT Coordinator Dear Sir: Subject: Application for Section 404 Nationwide Permits (NWP) 23 and Section 401 Water Quality Certification for the replacement of Bridge No. 288 and Bridge No. 279 over Livingston Creek, SR 1831 (Swimming Hole Road) in Columbus County ; TIP Project B -4 48 1 ; Federal Aid Project No. BR Z -18 3 1 (3 ); Debit $240 from WBS No. 38386.1.1 . Please find enclosed PCN, permit drawings, stormwater management plan, roadway plans, and EEP request letter for the above referenced project proposed by the North Carolina Departm ent of Transportation (NCDOT). The EEP acceptance letter is forthcoming. A Categorical Exclusion (CE) was completed for this project on September 19, 2012 and distributed shortly thereafter. Additional copies are available upon request. The NCDOT proposes to replace existing Bridge No. 288 over an overflow to Livingston Creek and Bridge No. 2 79 over Livingston Creek on SR 1831 (Swimming Hole Road) in Columbus County . The project involves r eplacement of the existing structurally deficient bridge s and approaches with new structure s . The replacement structure for Bridge No. 279 will be approximately 130 feet long providing a minimum 3 0 foot clear deck width. The replacement structure for Bridge No. 2 88 will be approximately 85 feet long providing a minimum 30 foot clear deck width. The bridge s will include two 1 0 -foot lanes and a minimum of 5 -foot offsets. The approach roadway will extend approximately 140 feet from the west end of Bridge No. 279 and 124 feet from the east end of Bridge No. 288 . The approach s will be widened to include a 24 -foot pavement width providing two 12 -foot lanes . Six -foot shoulders will be provided on e ach side(9 -foot shoulders where guardrail is included). Proposed permanent impacts to riparian wetlands from bridge construction are 0.30 acre of fill , 0 .02 a cre of excavation and 0.04 acre of mechanized clearing . Traffic will be detoured off -site during construction. 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) nu mber: 23 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 (ch eck 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: Ye s No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts ? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge No. 288 over a n overflow Swamp and Bridge No. 279 Livingston Creek on SR 1831 (Swimming Hole Rd.) 2b. County: Columbus 2c. Nearest municipality / town: Ransom 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B -4481 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 i f applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699 -1598 3f. Telephone no.: (919) 707 -61 40 3g. Fax no.: (919) 431 -2002 3h. Email address: jsmerrittt @ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 4. Applicant I nformation (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. Telepho ne 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: 34.295294 , Longitude : -78.293434 1c. Property size: 2 8.36 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Livingston Creek 2b. Water Quality Classification of nearest receiving water: C, Sw 2c. Riv er basin: Cape Fear River Basin 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: Mixed undeveloped and agricultural 3b. List the total estimated acreage of all existing wetlands on the property: 13.14 3c. List the total estimated linear feet of all existing streams (intermittent an d perennial) on the property: 1,400 3d. Explain the purpose of the proposed project: To replace a structurally deficient bridge s . 3e. Describe the overall project in detail, including the type of equipment to be use d: The project involves replacing two bridge s on the existing alignment using an off -site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetla nd or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments : A JD is requested with this application. Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): John Merritt Age ncy/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (inc luding all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non -404, other) 2f. Area of impact (acres) Site 1 P T F ill riparian Yes No Corps DWQ 0.30 Site 1 P T Excavation ripar ian Yes No Corps DWQ 0.0 2 Site 1 P T Mechanized Clearing r iparian Yes No Corps DWQ 0.04 Site 1 P T Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g . Total wetland impacts 0.36 2h. Comments: There will be 0.53 ac . of hand clearing in wetlands. Additionall y, there will be of 0.05 acre of temporary fill in wetlands in the hand c learing areas for the installation of erosion control measures, including Temporary Silt Fence and/or Special Sediment Control Fence. 3. Stream Impacts If there are perennial or inter mittent 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 interm ittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non -404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S ite 1 P T PER INT Corps DWQ S ite 2 P T PER INT Corps DWQ S ite 3 P T PER INT Corps DWQ S ite 4 P T PER INT Corps DWQ S ite 5 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 0.0 Perm 0 .0 Temp 3i. Comments: 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, trib utaries, 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. Wat erbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 4g. Comments: There will be 11.0 sq. ft. of permanent fill due to proposed bridge piers 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Propos ed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit req uired? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a p rotected 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 Y es No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge s are longer than the existing bridge s ; the propos ed bridge s will be at approximately the same grade as the existing structure s ; an off site detour will be used. Slopes of 3:1 will be constructed in wetlands. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through cons truction techniques. Sub regional tier design guidelines for bridge projects were used to develop this project. Best Management Practices for the Protection of Surface Waters include replacement of bridge s along existing alignment, minimization of fill slopes and use of hand clearing as opposed to mechanized clearing wherever possible . 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used fo r 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: EEP 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments is attach : 4. 4a. Approval letter from in -lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetl and mitigation requested: 0.72 a cre 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: The EEP request letter is attached and EEP acceptance letter is forthcoming. 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 8 6. Buf fer 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 id entify 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 (s quare feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rul es? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments : Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Pl an? 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. Whic h of the following locally -implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the appr oved 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 a pply): Coastal counties HQW ORW Session Law 2006 -246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Re quirement) 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 doc ument review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: 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 afte r -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 descriptio n. Due to the minimal transportation impact resulting from this bridge s replacement, this project will neither influence nearby land uses nor stimulate growth. The refore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed pro ject, or available capacity of the subject facility. not applicable Warm Cool Cold TOTAL New Mitigation Request Revision to a current acceptance Date: Comments: NCDOT CONTACT INFORMATION Telephone Number Supervisor E-Mail Address Telephone Number Project Manager City, State, Zip Mailing Address Branch Agency/Division PDEA-NEU NCDOT-Highways REGULATORY CONTACT INFORMATION NCDWQ Fax Number City, State, Zip Mailing Address NCDWQ Contact USACE Fax Number City, State, Zip Mailing Address USACE Contact USACE Office Raleigh, NC 27699-1598 1598 Mail Service Center PROJECT LOCATION INFORMATION AND IMPACTS Current Let Date TIP Description TIP Number(s) Cataloging Unit(s) (8-digit) River Basin(s) EEP Ecoregion(s) County(ies) Fill in requested information, print out the form, sign and date , and either mail to EEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. Total Buffer Impact Zone 2 (square feet) Zone 1 (square feet) TRI-PARTY MOA (NCDOT) MITIGATION REQUEST FORM Revised 3/24/2008 NCDCM Project Number (if known) OTHER INFORMATION USACE Action ID Number (if known) NCDWQ Project Number (if known) Total Coastal Marsh Impact (acres) Total Non-Riparian Wetland Impact (acres) Total Riparian Wetland Impact (acres) Electronic submissions are permissable; however, an acceptance letter cannot be sent until the original signed form has been received. Total Stream (feet) IMPORTANT Check below if this request is a: Signature of Applicant or Agent: NCDOT Highway Division John Merritt (919) 707-6000 jsmerritt@dot.state.nc.us Chris Rivenbark (919) 707-6000 Regulatory Field Office Ronnie Smith Post Office Box 1890 Wilmington, NC 28401-1890 (910) 251-4025 B-4481 BRIDGE 279 OVER UT TO LIVINGSTON CREEK ON SR 1831 9/17/13 Division 6 Columbus Southern Inner Coastal Plain Cape Fear 03030005 0.36 (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 4 4 8 1 ( 3 8 3 8 6 . 1 . 1 ) Co u n t y ( i e s ) : Co l u m b u s Page 1of 1 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su r r o u n d i n g L a n d U s e : Wo o d e d 0. 2 m i l e s 74 0 0. 4 7 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 Ex 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 . 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No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Ga l e n C a i l , P E Ro a d w a y W i d e n i n g Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 2/26/2013 10 2 0 B i r c h R i d g e R o a d Ra l e i g h N C 2 7 6 1 0 Ra l e i g h , N C 2 7 6 1 0 Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : B- 4 4 8 1 ( 3 8 3 8 6 . 1 . 1 ) Co n t r a c t o r / D e s i g n e r : gc a i l @ n c d o t . g o v Ca p e F e a r 18 - 6 4 rm u l l i n s @ n c d o t . g o v 10 ' T r a v e l L a n e s , 6 ' G r a s s S h o u l d e r s , 3 : 1 Si d e S l o p e s T y p i c a l , 2 : 1 S i d e S l o p e s w i t h ro c k p l a t i n g o n s e l e c t s e c t i o n s . 9' T r a v e l L a n e s , 4 ' G r a s s e d S ho u l d e r s , 3 : 1 a n d 2 : 1 S i d e S l o p e s . N/ A NC D W Q S t r e a m I n d e x N o . : Su p p l e m e n t a l : Sw a m p W a t e r s ( S w ) Pr i m a r y : Li v i n g s t o n C r e e k BEGIN BRIDGE END BRIDGE BEGIN BRIDGE END BRIDGE 11 76 C r ee k 76 S R 18 2 4 S R 183 0 S R 1838 S R 1881 S R 1 83 7 W a t e r L I V I N G S T O N CR E E K L I V I N G S T O N C R E E K 76 76 T a nk R d . R d .H o l e S w i mm i ng S R 1831 R d . C h a p e l L i v i n g s t on S R 18 4 3 C r e e k Creek Dans M ill L i v i ng s t o n S R 1843 C r ee k L i v i ng s t on L i v i n g s t on C h a p e l R d . C r ee k -L- FREEMAN W a t e r T a n k R d . Livingston C r e e k SR 1831 SWIMMING HOLE RD. L i v i n g s t on L i v i ng s t on C r e e k B r a n c h B i g S a nd H o l e R d .R d .B l a nk O s c a r No. 279 No. 288 VICINITY MAP DETOUR ROUTE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. T O W A TE R T ANK R D . S R 1824 BRIAN P. ROBINSON REKHA PATEL, PE BRIDGE NO. 279 & NO. 288 OVER LIVINGSTON CREEK AND APPROACHES ON SR 1831 (SWIMMING HOLE ROAD) 25 50 100 50 25 50 100 50 5 10 20 10 DHV D T V = = = = = = 500 740 11 65 60 % % MPH ADT ADT 2013 2033 % * DUAL 2% DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST =1% SUB REGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 B-4481 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 4 4 8 1 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 S T A T E O F N O R T H C A R O L I N A FUNC CLASS = RURAL LOCAL 3 BEGIN TIP PROJECT B-4481 END TIP PROJECT B-4481 4 -L- STA 13+00.00 -L- STA. 23+50.00 GRADING, DRAINAGE, PAVING, AND STRUCTURES See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional Symbols LOCATION PROJECT TO LIVINGSTON CHAPEL RD. SR 1843 PE BRZ-1831(3)38386.1.1 38386.2.1 BRZ-1831(3)R/W & UTIL SEPTEMBER 17, 2013 -L- STA. 14+45.75 -L- STA. 15+78.25 -L- STA. 21+25.31 -L- STA. 22+12.69 LENGTH STRUCTURES TIP PROJECT B-4481 = 0.042 MI. TOTAL LENGTH TIP PROJECT B-4481 = 0.199 MI. LENGTH ROADWAY TIP PROJECT B-4481 = 0.157 MI. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. JANUARY 18, 2013 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEETOF __ PERMIT DRAWING 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 \ B 4 4 8 1 _ H y d _ p r m _ t s h . d g n r m u l l i n s 3 /1 3 /2 0 1 3 SITE 1 11 COLUMBUS COUNTY N A D 8 3 / 9 5 END LOCATION 15+88| -L-21+14| -L- 20+25| -L-21+14| -L- 22+23| -L-23+00| -L- BEGIN RT LT LT, RT TOE PROTECTION LOCATIONS GROUND LINE FACE GUARDRAIL 1’ CLEARANCE MIN 2’ EMBANKMENT STEEL BEAM GUARDRAIL GEOTEXTILE FOR ROCK PLATING (TOE OF SLOPE) SLOPE STAKE POINT BREAK POINT (TOP OF SLOPE) SHOULDER OR BERM F L A TTE R F I LL S L O P E 2 : 1 ( H : V ) O R I F N E C E SS A R Y 5 ’ OV E R L A P M I N OVERLAP DETAIL SEE GEOTEXTILE 1.5’ SELECT MATERIAL, CLASS IV (ABC) 3.5’ MIN E I G N E E R SEAL N L A N O I S S E F O R P A N I L O R A C H T R O N 32171 K R A P G N U O Y N I J (PLAN VIEW) MIN (TYP) 18" OVERLAP TOP OF SLOPE TOE OF SLOPE MIN (TYP) 5’ OVERLAP ROLL WIDTH GEOTEXTILE OVERLAP DETAIL ROCK PLATING (TYP) GEOTEXTILE FOR TYPICAL SECTION FOR SPECIAL ROCK PLATING SETTLEMENT ANTICIPATED RIP RAP PLACEMENT GEOTEXTILE BEFORE END OF EXTENDED RIPRAP, CLASS 2 2.0’ MIN. THICK PLAIN RIP RAP, CLASS 2 ROCK PLATING, TYPE 2 GEOTEXTILE FOR ESTIMATED QUANTITIES SELECT MATERIAL, CLASS IV 3,080 SY 1,880 TONS 390 TONS 2’ SHEET PROJECT REFERENCE NO. B-4481 GEOTECHNICAL ENGINEER ENGINEER SIGNATURE DATE SIGNATURE DATE REVISIONS NO.BY DATE 1 2 NO.BY DATE 3 4 J. PARK J. BATTS 09/2012 09/2012 PREPARED BY: REVIEWED BY: DATE: DATE: GEOTECHNICAL ENGINEERING UNIT X EASTERN REGIONAL OFFICE WESTERN REGIONAL OFFICE 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 S T A T E O F N O R T H C A R O L I N A RALEIGH DEPARTMENT OF TRANSPORTATION STATE OF NORTH CAROLINA CONTRACT OFFICE DETAIL SPECIAL ROCK PLATING BRIDGE END BENT RIP RAP SLOPE PROTECTION. SPECIAL ROCK PLATING SHALL BE TIED INTO THE PLATING SPECIAL PROVISION. FOR SPECIAL ROCK PLATING, SEE SPECIAL ROCK 2-A 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 \ B 4 4 8 1 _ G E O _ R D W Y _ S p e c i a l _ R P . d g n r m u ll i n s 3 /1 3 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING R E V I S I O N S HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4481 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N A D 8 3 / 9 5 NOTE: SEE SHEET 5 FOR -L- PROFILE WETLAND DENOTES FILL IN F F 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 \ B 4 4 8 1 _ H y d _ p r m _ w e t _ p s h 0 4 . d g n r m u ll i n s 3 /1 4 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED *** * *** *** * SITE 1 15 2 0 2 5 GRAU TL-3 GRAU TL-3 TYPE-III TYPE-III TYPE-III TYPE-III BM 81 TYPE-III TYPE-III TYPE-III TYPE-III GRAU TL-3 GRAU TL-3 BM 80 . 0 5 .0 6 . 0 4 . 0 3 . 0 2 . 0 2 . 0 1 . 0 0 .0 1 .0 2 . 0 2 . 0 3 . 0 4 . 0 2 . 0 2 . 0 2 S E E X . 0 2 . 0 2 E X S E TB 2GI TB 2GI TB 2GI TB 2GI TB 2GI TB 2GI To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II w / E l b o w s 1 5 " w / E l b o w s 15 " w / E l bo w s 15" ELB EL B ELB ELB ELB ELB w/ Elbows 15" ELB ELB w / E l b o w s 1 5 " ELB ELB w / E l bo w s 15 " ELB ELB 11 0 ’ R / W BRIDGE NO 279 L I V I N G S T O N C R E E K L I V I N G S T O N C R E E K W OOD S WOODS W OOD S W OOD S BOBBY RAY MOORE DB 241 PG 389 DB 139 PG 598 W PARNELL APPLEWHITE W PARNELL APPLEWHITE DB 139 PG 598 BOBBY RAY MOORE DB 241 PG 389 SR 1831 SWIMMINGHOLE RD T O W A TE R T ANK R D EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W N E L S O N A PP L E W H I TE J R D B 484 P G 52 9 6 0 . 0 0 ’ R / W BRIDGE NO 288 9 ’S O I L WD WW WD WW WD WW WD WW SEAT ELEV. 31.09 SEAT ELEV. 31.05 SEAT ELEV. 31.04 SEAT ELEV. 31.07 -EL- SEAT=31.26’S E A T =31 .28 ’ S E A T =31 .24 ’S E A T =31 .25 ’ ELEV=23.05 T O P O F W A T E R u p l a n d F F F F F F F F F F F F R E V I S I O N S HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4481 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N A D 8 3 / 9 5 NOTE: SEE SHEET 5 FOR -L- PROFILE WETLAND DENOTES FILL IN F F 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 \ B 4 4 8 1 _ H y d _ p r m _ w e t _ p s h 0 4 . d g n r m u ll i n s 3 /1 4 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED *** * *** *** * SITE 1 15 2 0 2 5 GRAU TL-3 GRAU TL-3 TYPE-III TYPE-III TYPE-III TYPE-III BM 81 TYPE-III TYPE-III TYPE-III TYPE-III GRAU TL-3 GRAU TL-3 BM 80 . 0 5 .0 6 . 0 4 . 0 3 . 0 2 . 0 2 . 0 1 . 0 0 .0 1 .0 2 . 0 2 . 0 3 . 0 4 . 0 2 . 0 2 . 0 2 S E E X . 0 2 . 0 2 E X S E TB 2GI TB 2GI TB 2GI TB 2GI TB 2GI TB 2GI To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II w / E l b o w s 1 5 " w / E l b o w s 15 " w / E l bo w s 15" ELB EL B ELB ELB ELB ELB w/ Elbows 15" ELB ELB w / E l b o w s 1 5 " ELB ELB w / E l bo w s 15 " ELB ELB 11 0 ’ R / W BRIDGE NO 279 L I V I N G S T O N C R E E K L I V I N G S T O N C R E E K W OOD S WOODS W OOD S W OOD S BOBBY RAY MOORE DB 241 PG 389 DB 139 PG 598 W PARNELL APPLEWHITE W PARNELL APPLEWHITE DB 139 PG 598 BOBBY RAY MOORE DB 241 PG 389 SR 1831 SWIMMINGHOLE RD T O W A TE R T ANK R D EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W N E L S O N A PP L E W H I TE J R D B 484 P G 52 9 6 0 . 0 0 ’ R / W BRIDGE NO 288 9 ’S O I L WD WW WD WW WD WW WD WW SEAT ELEV. 31.09 SEAT ELEV. 31.05 SEAT ELEV. 31.04 SEAT ELEV. 31.07 -EL- SEAT=31.26’S E A T =31 .28 ’ S E A T =31 .24 ’S E A T =31 .25 ’ ELEV=23.05 T O P O F W A T E R u p l a n d F F F F F F F F F F F F 1 2 1 3 1 4 14 1 5 1 5 1 5 1 6 1 6 16 17 1 7 1 7 17 18 1 8 1 8 18 18 18 18 1 9 1 9 1 9 19 19 1 9 19 19 1 9 19 2 0 2 0 2 0 2 0 20 2 0 2 0 20 20 2 0 20 20 20 20 2 0 2 0 20 2 0 2 0 2 0 2 1 2 1 2 1 2 1 2 1 21 21 21 21 21 2 1 21 21 2 2 22 22 2 2 2 2 2 2 22 22 22 22 22 22 22 22 22 2 2 2 2 2 2 2 2 2 2 22 22 22 22 2 3 23 23 23 23 23 23 2 3 23 2 3 2 3 2 3 23 2 3 23 23 2 3 23 2 3 2 3 2 3 23 23 2 3 23 2 3 23 2 3 2 3 23 2 3 2 3 24 2 4 2 4 24 2 4 2 4 24 24 24 2 4 2 4 24 24 2 4 24 24 24 24 24 24 2 4 2 4 24 24 2 4 24 24 24 24 24 24 2 4 2 4 24 24 24 2 4 24 2 4 25 2 5 25 25 25 25 25 2 5 25 25 2 5 25 25 25 25 25 25 25 2 5 2 5 25 2 5 2 5 25 25 25 25 25 25 2 5 25 25 25 25 25 2 5 25 2 5 2 5 2 5 2 5 25 25 25 25 25 2 5 25 25 25 25 25 2 5 25 2 5 2 5 25 2 5 25 2 5 25 25 2 5 2 5 2 5 25 25 25 25 25 25 2 5 2 5 2 5 25 2 6 2 6 26 26 2 6 2 6 26 2 6 26 26 2 6 26 26 2 6 26 26 26 26 26 2 6 26 26 26 26 26 26 2 6 2 6 2 6 2 6 2 6 26 2 6 2 6 26 26 2 6 2 6 27 27 27 27 27 27 2 7 2 7 2 7 27 27 27 27 2 7 2 7 2 7 2 7 27 27 27 27 27 27 27 27 27 2 7 2 7 27 27 2 7 27 2 7 2 7 2 7 2 7 2 7 27 27 28 28 28 28 28 28 2 8 28 28 2 8 2 8 28 2 8 2 8 28 28 28 28 2 8 2 8 28 2 8 28 2 8 28 28 28 28 28 28 2 8 2 8 28 28 2 8 2 8 2 8 2 8 2 8 2 8 2 8 29 29 2 9 29 2 9 29 29 29 29 29 29 2 9 29 29 2 9 2 9 2 9 2 9 29 2 9 2 9 29 29 29 29 29 2 9 2 9 29 2 9 2 9 2 9 2 9 29 2 9 29 2 9 3 0 3 0 30 3 0 30 30 30 30 30 30 30 30 30 3 0 30 30 30 30 30 30 30 3 0 3 0 3 0 3 0 3 0 30 3 0 30 3 0 30 3 0 30 30 30 30 30 30 30 30 30 30 30 3 0 30 3 0 30 3 0 30 31 31 3 1 31 31 31 3 1 3 1 31 31 31 3 1 31 31 31 31 31 3 1 3 1 3 1 31 32 32 32 32 32 32 3 2 32 32 32 32 32 32 3 2 33 3 3 3 3 33 33 33 33 R E V I S I O N S HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4481 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N A D 8 3 / 9 5 WETLAND DENOTES FILL IN F F 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 \ B 4 4 8 1 _ H y d _ p r m _ w e t _ p s h 0 4 - 2 7 9 . d g n r m u l l i n s 3 /1 3 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED *** * *** *** * 1"=25’ 0’25’50’75’25’ 15 GRAU TL-3 GRAU TL-3 TYPE-III TYPE-III TYPE-III TYPE-III . 0 2 . 0 3 . 0 4 . 0 2 . 0 2 . 0 2 S E E X . 0 2 . 0 2 TB 2GI TB 2GI TB 2GI TB 2GI To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II w / E l b o w s 1 5 " w / E l b o w s 1 5 " ELB EL B ELB ELB w/ Elbows 15" ELB ELB w / E l b o w s 1 5 " ELB ELB 11 0 ’ R / W BRIDGE NO 279 L I V I N G S T O N C R E E K L I V I N G S T O N C R E E K W OOD S W OOD S W OOD S W OOD S BOBBY RAY MOORE DB 241 PG 389 DB 139 PG 598 W P A R N ELL A PP LE W H I TE W P A R N ELL A PP LE W H I TE DB 139 PG 598 BOBBY RAY MOORE DB 241 PG 389 SR 1831 SWIMMINGHOLE RD EXISTING R/W EXISTING R/W EXISTING R/W N E L S O N A PP LE W H I T E J R D B 484 P G 529 -EL- S E A T =31 .26 ’S E A T =31 .28 ’ S E A T =31 .24 ’S E A T =31 .25 ’ E LE V =23 .05 T O P O F W A TE R F F F F F F R E V I S I O N S HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4481 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS N A D 8 3 / 9 5 WETLAND DENOTES FILL IN F F 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 \ B 4 4 8 1 _ H y d _ p r m _ w e t _ p s h 0 4 - 2 8 8 . d g n r m u l l i n s 3 /1 4 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED *** * *** *** * 1"=25’ 0’25’50’75’25’ 2 0 2 5 BM 81 TYPE-III TYPE-III TYPE-III TYPE-III GRAU TL-3 GRAU TL-3 . 0 5 .0 6 . 0 4 . 0 3 . 0 2 . 0 2 . 0 1 . 0 0 .0 1 .0 2 E X S E TB 2GI TB 2GI To Elev. = 28.0’ Rip Rap CL II To Elev. = 28.0’ Rip Rap CL II w / E l b o w s 1 5 " O ELB ELB w / E l bo w s 15 " ELB ELB 11 0 ’ R / W W OOD S DB 139 PG 598 W P A R N ELL A PP LE W H I TE W P A R N ELL A PP LE W H I TE DB 139 PG 598 T O W A TE R T ANK R D 6 0 . 0 0 ’ R / W BRIDGE NO 288 9 ’S O I L WD WW WD WW WD WW WD WW S E A T ELE V . 31 .09 S E A T ELE V . 31 .05 S E A T ELE V . 31 .04 S E A T ELE V . 31 .07 up l a nd N O TE : S EE S H EET 5 F O R -L - P R O F I LE F F F F F F PI = 15+00.00 EL = 33.68’ VC = 250’ K = 327 -L- EL. 31.93’ -L- Sta. 23+50.00 END GRADE (AS CALCULATED BY ROADWAY) -L- STA. 10+77.26 (30.77’ RT) -BL- STA. 7+03.96 (44.83’ RT) = R/R SPIKE IN BASE OF 18" GUM, BENCHMARK # 80 EL. = 32.05’ (AS CALCULATED BY ROADWAY) -L- STA. 20+83.16 (26.25’ LT) -BL- STA. 17+09.90 (13.98’ LT) = R/R SPIKE IN BASE OF 15" GUM, BENCHMARK # 81 EL. = 29.65’ 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 -50 -40 -30 -20 -10 0 10 20 30 40 PI = 21+60.00 EL = 33.86’ VC = 300’ K = 228 EL. 32.86’ -L- Sta. 13+00.00 BEGIN GRADE (+)0 .4100 %(-)0 .3 545 % PI = 17+75.00 EL = 32.70’ (+)0 .3000 % VC = 180’ K = 275 (-)1 .0158 % DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 5 B-4481 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ NOTE: SEE SHEET 4 FOR PLAN VIEW Elev. = 33.44’ Skew = 90° 1@30’ - 21"; 1@65’ - 24"; 1@35’ - 21" Cored Slab { Sta. 15+12 Elev. = 33.33’ Skew = 90° 1@55’; 1@30’ - 21" Cored Slab { Sta. 21+69 RIP RAP CLASS ll 1.5:1 1.5:1 NWS = 22.6’ RIP RAP CLASS ll 1.5:1 1.5:1 Excavation Excavation Excavation Excavation SHEET __ OF __ PERMIT DRAWING 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 \ B 4 4 8 1 _ H y d _ p r m _ p f l . d g n r m u l l i n s 3 /1 3 /2 0 1 3 R : \ H y d r a u li 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 \ b 4 4 8 1 _ H y d _ p r m _ x p l . d g n r m u l l i n s 3 /14 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 30 30 35 35 25 25 12+50.00 25 25 30 30 35 35 13+00.00 25 25 30 30 35 35 40 40 20 20 13+50.00 25 25 30 30 35 35 40 40 14+00.00 25 25 30 30 35 35 40 40 14+45.75 X-1 B-4481 -L- 2.5 5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -L- STA. 13+00.00 BEGIN PROJECT B-4481 -L- STA. 14+45.75 BEGIN BRIDGE 32.79 32.76 VA R .E X I S T .E X I S T . VA R . 32.91 3 : 1 0 .030 0 .020 T I E T O E X . 33.06 3 :1 3 : 1 0 .020 0 .020 33.04 3 :1 3 : 1 0 .020 0 .0 2 0 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 30 30 35 35 25 25 12+50.00 25 25 30 30 35 35 13+00.00 25 25 30 30 35 35 40 40 20 20 13+50.00 25 25 30 30 35 35 40 40 14+00.00 25 25 30 30 35 35 40 40 14+45.75 X-1 B-4481 -L- 2.5 5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -L- STA. 13+00.00 BEGIN PROJECT B-4481 -L- STA. 14+45.75 BEGIN BRIDGE 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 30 30 35 35 25 25 12+50.00 25 25 30 30 35 35 13+00.00 25 25 30 30 35 35 40 40 20 20 13+50.00 25 25 30 30 35 35 40 40 14+00.00 25 25 30 30 35 35 40 40 14+45.75 X-1 B-4481 -L- 2.5 5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -L- STA. 13+00.00 BEGIN PROJECT B-4481 -L- STA. 14+45.75 BEGIN BRIDGE R : \ H y d r a u li 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 \ b 4 4 8 1 _ H y d _ p r m _ x p l . d g n r m u l l i n s 3 /14 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING SHEET __ OF __ PERMIT DRAWING 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 \ b 4 4 8 1 _ H y d _ p r m _ x p l . d g n r m u ll i n s 3 /1 4 /2 0 1 3 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 15 15 20 20 25 25 30 30 35 35 40 40 10 10 15+00.00 25 25 30 30 35 35 40 40 15+50.00 25 25 30 30 35 35 40 40 15+78.25 25 25 30 30 35 35 40 40 16+00.00 X-2 B-4481 -L- 2.5 5 -L- STA. 15+78.25 END BRIDGE 17.30 0 .020 0 .020 23.98 0 .020 0 .02 0 32.98 2 : 1 0 .020 0 .020 T I E T O E X . 32.79 2 : 1 0 .020 0 .0 2 0 T I E T O E X . 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 15 15 20 20 25 25 30 30 35 35 40 40 10 10 15+00.00 25 25 30 30 35 35 40 40 15+50.00 25 25 30 30 35 35 40 40 15+78.25 25 25 30 30 35 35 40 40 16+00.00 X-2 B-4481 -L- 2.5 5 -L- STA. 15+78.25 END BRIDGE 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 15 15 20 20 25 25 30 30 35 35 40 40 10 10 15+00.00 25 25 30 30 35 35 40 40 15+50.00 25 25 30 30 35 35 40 40 15+78.25 25 25 30 30 35 35 40 40 16+00.00 X-2 B-4481 -L- 2.5 5 -L- STA. 15+78.25 END BRIDGE SHEET __ OF __ PERMIT DRAWING 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 \ b 4 4 8 1 _ H y d _ p r m _ x p l . d g n r m u ll i n s 3 /1 4 /2 0 1 3 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 3 + 0 0 t o 2 3 + 5 0 - L t & R t - 0 . 3 0 0 0 . 0 2 0 0 . 0 4 0 0 . 5 3 0 TO T A L S : 0 . 3 0 0 . 0 2 0 . 0 4 0 . 5 3 Im p a c t s D u e t o P r o p o s e d B r i d g e P i e r s = 1 1 . 0 s q . f t . 0. 0 5 a c r e o f T e m p o r a r y F i l l i n W e t l a n d s i n t h e H a n d C l e a r i n g a r e a s f o r e r o s i o n c o n t r o l m e a s u r e s . AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 3/12/2013 COLUMBUS COUNTY 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 WB S - 3 8 3 8 6 . 1 . 1 ( B - 4 4 8 1 ) 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 B E G I N B R I D G E E N D B R I D G E B E G I N B R I D G E E N D B R I D G E 11 76 C r e e k 11 76 S R 1 8 2 4 S R 1 8 3 0 S R 1 8 3 8 S R 1 8 8 1 S R 1 8 3 7 W a t e r 76 76 T a n k R d .R d .H o l e S w i m m i n g SR 1831 R d .C h a p e l L i v i n g s t o n S R 1 8 4 3 C r e e k Creek Dans M i l l L i v i n g s t o n S R 1 8 4 3 C r e e k L i v i n g s t o n L i v i n g s t o n C h a p e l R d .C r e e k - L - FREEMAN W a t e r T a n k R d .Livingston C r e e k S R 1 8 3 1 S W I M M I N G H O L E R D . L i v i n g s t o n L i v i n g s t o n C r e e k B r a n c h B i g S a n d H o l e R d .R d .B l a n k O s c a r N o . 2 7 9 N o . 2 8 8 VICINITY MAP DETOUR ROUTE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUND A R I E S . T O W A T E R T A N K R D . S R 1 8 2 4 B R I A N P . R O B I N S O N R E K H A P A T E L , P E C O L U M B U S C O U N T Y B R I D G E N O . 2 7 9 & N O . 2 8 8 O V E R L I V I N G S T O N C R E E K A N D A P P R O A C H E S O N S R 1 8 3 1 ( S W I M M I N G H O L E R O A D ) 25 50 100 50 25 50 100 50 5 10 20 10 DHV D T V ======500 740 11 65 60 %%MPH ADT ADT 2013 2033 % *DUAL 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 * TTST =1%SUB REGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L SH E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANS PROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 0 9 /0 8 /9 9 B - 4 4 8 1 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 0 0 0 2 3 -J A N -2 0 1 3 0 8 :5 6 R :\R o a d w a y \P r o j \B 4 4 8 1 _R d y _t s h .d g n $$$$U S E R N A M E $$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 C O N T R A C T :T I P P R O J E C T :B -4 4 8 1 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 S T A T E O F N O R T H C A R O L I N A FUNC CLASS = RURAL LOCAL 3 B E G I N T I P P R O J E C T B - 4 4 8 1 E N D T I P P R O J E C T B - 4 4 8 1 4 - L - S T A 1 3 + 0 0 . 0 0 - L - S T A . 2 3 + 5 0 . 0 0 G R A D I N G , D R A I N A G E , P A V I N G , A N D S T R U C T U R E S See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional Symbols LOCATION PROJECT T O L I V I N G S T O N C H A P E L R D . S R 1 8 4 3 P E B R Z - 1 8 3 1 ( 3 ) 3 8 3 8 6 . 1 . 1 3 8 3 8 6 . 2 . 1 B R Z - 1 8 3 1 ( 3 ) R / W & U T I L S E P T E M B E R 1 7 , 2 0 1 3 - L - S T A . 1 4 + 4 5 . 7 5 - L - S T A . 1 5 + 7 8 . 2 5 - L - S T A . 2 1 + 2 5 . 3 1 - L - S T A . 2 2 + 1 2 . 6 9 L E N G T H S T R U C T U R E S T I P P R O J E C T B - 4 4 8 1 = 0 . 0 4 2 M I . T O T A L L E N G T H T I P P R O J E C T B - 4 4 8 1 = 0 . 1 9 9 M I . L E N G T H R O A D W A Y T I P P R O J E C T B - 4 4 8 1 = 0 . 1 5 7 M I . C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I . J A N U A R Y 1 8 , 2 0 1 3 L I V I N G S T O N C R E E K L I V I N G S T O N C R E E K N A D 8 3 / 9 5 C L 0.02 0 .0 8 -L-POIN T GRAD E THIS LINE GRADE TO 0 . 0 2 0 .0 8 M I N . M I N . 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 C S U R V E Y L (S E E X -S E C T I O N S ) 3 " 3 " U S E T Y P I C A L S E C T I O N N O . 1 C L 0.02 0 .0 8 -L-POI N T GRA D E THIS LINE GRADE TO 0 .0 8 0. 0 2 (S E E X -S E C T I O N S ) V A R . (S E E X -S E C T I O N S ) (S E E X -S E C T I O N S ) V A R . P O I N T G R A D E PROPOSED COR E D S L A B S 0 . 0 2 0.02 C L - L - USE TYPICAL ON S T R U C T U R E T T T W U T 6 ’ 9 ’ W / G R 9’ W/GR 6’9’ W/GR 6 ’ 9 ’ W / G R U S E T Y P I C A L S E C T I O N N O . 3 TYPICAL SECTI O N N O . 1 (SEE STRUCTU R E P L A N S ) 6’10’ 1 0 ’ EXIST.EX I S T . 9’9 ’ 10’ 1 0 ’ 10’ 1 0 ’ TYPICAL SECTION O N S T R U C T U R E - L - S T A . 1 3 + 0 0 . 0 0 T O S T A . 1 4 + 0 0 . 0 0 - L - S T A . 1 6 + 5 0 . 0 0 T O S T A . 2 0 + 5 0 . 0 0 - L - S T A . 2 2 + 7 5 . 0 0 T O S T A . 2 3 + 5 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 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 . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 B - 4 4 8 1 P A V E M E N T D E S I G N 6 /2 /9 9 2 3 -J A N -2 0 1 3 0 8 :5 6 R :\R o a d w a y \P r o j \B 4 4 8 1 _r d y _t y p .d g n $$$$U S E R N A M E $$$$TYPICAL SECTIO N N O . 2 6.5"6 . 5 " 6.5"C1 C2 C 2 C2 C 3 C 1 E1 E 1 E1 E 2 U C3 V A R . 2 :1 T O 3 :1 VAR. V A R . 2 :1 T O 3 :1 VAR.V A R . 2 :1 T O 3 :1 V A R . 2 :1 T O 3 :1 30’-10 " 5’-5" 5 ’ - 5 " STA. 15+78.25 (END B R I D G E ) -L- STA. 14+45.75 (BEG I N B R I D G E ) -L- STA. 21+25.31 (BEG I N B R I D G E ) STA. 22+12.69 (END B R I D G E ) - L - S T A . 1 4 + 0 0 . 0 0 T O S T A . 1 4 + 4 5 . 7 5 ( B E G I N B R I D G E ) - L - S T A . 1 5 + 7 8 . 2 5 ( E N D B R I D G E ) T O S T A . 1 6 + 5 0 . 0 0 - L - S T A . 2 0 + 5 0 . 0 0 T O S T A . 2 1 + 2 5 . 3 1 ( B E G I N B R I D G E ) - L - S T A . 2 2 + 1 2 . 6 9 ( E N D B R I D G E ) T O S T A . 2 2 + 7 5 . 0 0 " @ C B R G . ( S P A N ’ B ’ ) 4 3 4 " @ C B R G . ( S P A N ’ A ’ O R ’ C ’ ) 4 1 3 B R G . N o . 2 8 8 L B R G . N o . 2 7 9 " @ C B R G . 4 1 3 L L BRG. No. 279 " @ C BRG. (SPAN ’B’)2 1 8 7" @ C BRG. (SPAN ’A’ OR ’C’)BRG. No. 288 L 7" @ C BRG.L L E A R T H M A T E R I A L . E X I S T I N G P A V E M E N T . N O T 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 . E 2 T U E 1 W 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 W E D G I N G D E T A I L ) P R O P . A P P R O X . 1 . 2 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R T H A N 5 . 5 " I N D E P T H . C 2 C 1 C 3 A T A N A V E R A G E R A T E O F 1 3 7 . 5 L B S . P E R S Q . Y D . P R O P . A P P R O X . 2 . 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , A T A N A V E R A G E R A T E O F 1 3 7 . 5 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , A T A N A V E R A G E R A T E O F 1 1 0 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 1 . 0 " I N D E P T H O R G R E A T E R T H A N 1 . 5 " I N D E P T H . P R O P . A P P R O X . 4 . 0 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . F I N A L P A V E M E N T S C H E D U L E R E V I S I O N S H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 4 8 1 2 3 -J A N -2 0 1 3 0 8 :5 8 R :\R o a d w a y \P r o j \B 4 4 8 1 _R d y _p s h 0 4 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 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 TYPE III TYPE III T Y P E I I I T Y P E I I I BEGIN APPROACH SLAB BEGIN BRIDGE E N D A P P R O A C H S L A B E N D B R I D G E 2 0 ’ 1 0 ’1 0 ’ B E G I N A P P R O A C H S L A B B E G I N B R I D G E E N D A P P R O A C H S L A B E N D B R I D G E D E T A I L S H O W I N G P A V E M E N T A N D B R I D G E R E L A T I O N S H I P DETAIL SHOWING PAVEMENT AND BRID G E R E L A T I O N S H I P (NOT TO SCALE) ( N O T T O S C A L E ) SBG SBG S B G S B G S B G S B G S B G S B G 1 0 ’1 0 ’ - L - 1 0 ’1 0 ’ 2 0 ’ T Y P E I I I T Y P E I I I T Y P E I I I T Y P E I I I - L - 1 0 ’1 0 ’ .0 2 .0 2 .0 2 .0 2 .0 2 .0 2 .0 2 .0 2 N O T E : S E E S H E E T 5 F O R - L - P R O F I L E 3 0 ’-1 0 "5 ’-5 "5 ’-5 " 5 ’-5 "5 ’-5 " 3 0 ’-1 0 " -L- STA. 14+45.75 -L- STA. 14+34.75 - L - S T A . 1 5 + 7 8 . 2 5 - L - S T A . 1 5 + 8 9 . 2 5 - L - S T A . 2 1 + 2 5 . 3 1 - L - S T A . 2 1 + 1 4 . 3 1 - L - S T A . 2 2 + 1 2 . 6 9 - L - S T A . 2 2 + 2 3 . 6 9 P I S t a 2 4 + 9 0 . 6 7 D L = 4 2 9 . 9 9 ’ T = 2 1 7 . 9 9 ’ R = 1 , 0 6 0 . 0 0 ’ 1 5 2 0 2 5 GRAU TL-3 GRAU TL-3 T Y P E - I I I TYPE-III TYPE-III T Y P E - I I I B M 8 1 T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I G R A U T L - 3 G R A U T L - 3 BM 80 .0 5 .0 6 .0 4 .0 3 .0 2 .0 2 .0 1 .0 0 .0 1 .0 2 1 0 ’1 0 ’ 1 0 ’1 0 ’ 1 0 ’1 0 ’ 1 0 ’1 0 ’.0 2 .0 3 .0 4 .0 2 .0 2 .0 2 1 8 ’ 1 8 ’ S E E X +2 5 25’INC. .0 2 .0 2 2 5 ’ I N C . +0 5 E X S E - L - P O C S T A . 2 3 + 5 0 . 0 0 E N D T I P P R O J E C T B - 4 4 8 1 -L- POT STA. 13+00.00 BEGIN TIP PROJECT B-4481 - L - S E = S E E P L A N S - L - P C S t a . 2 2 + 7 2 . 6 7 T O B E G . B R I D G E S T A . 2 1 + 0 6 . 5 6 + / - - L - ( L T & R T ) S B G - L - 8 :1 8 : 1 8 :1 8 :1 STA. 14+07 -L- LT BEGIN SBG STA. 14+07 -L- RT BEGIN SBG (LT & RT)END SBG AT BRIDGE ( L T & R T ) B E G I N S B G A T B R I D G E S T A . 2 2 + 5 0 - L - ( L T & R T ) E N D S B G ( L T & R T ) B E G I N S B G A T B R I D G E S T A . 1 6 + 1 6 - L - ( L T & R T ) E N D S B G ( S E E D E T A I L 2 - A ) S T A . 1 5 + 8 8 T O 2 1 + 1 4 - L - R T I N S T A L L R O C K P L A T I N G ( S E E D E T A I L 2 - A ) S T A . 2 0 + 2 5 T O 2 1 + 1 4 - L - L T I N S T A L L R O C K P L A T I N G L T & R T ( S E E D E T A I L 2 - A ) S T A . 2 2 + 2 3 T O 2 3 + 0 0 - L - I N S T A L L R O C K P L A T I N G -L- STA 14+45.75 BEGIN BRIDGE - L - S T A 1 5 + 7 8 . 2 5 E N D B R I D G E - L - S T A 2 1 + 2 5 . 3 1 B E G I N B R I D G E - L - S T A 2 2 + 1 2 . 6 9 E N D B R I D G E (STRUCTURE PAY ITEM)TO ELEV. = 28.0’RIP RAP CL ’II’ /w CL ’B’ ( S T R U C T U R E P A Y I T E M ) T O E L E V . = 2 8 . 0 ’ C L ’ I I ’ / w C L ’ B ’ R I P R A P ( S T R U C T U R E P A Y I T E M ) T O E L E V . = 2 8 . 0 ’ C L ’ I I ’ / w C L ’ B ’ R I P R A P ( S T R U C T U R E P A Y I T E M ) T O E L E V . = 2 8 . 0 ’ C L ’ I I ’ / w C L ’ B ’ R I P R A P 0401 0402 0 4 0 4 0 4 0 5 0 4 0 7 0 4 0 8 0403 0 4 0 6 0 4 0 9 TB 2GI TB 2GI T B 2 G I T B 2 G I T B 2 G I T B 2 G I w / E l b o w s 1 5 " w / E l b o w s 1 5 " w / E l b o w s 1 5 " ELB ELB ELB ELB ELB ELB 0410 w/ Elbows 15"ELB ELB 0 4 1 1 w / E l b o w s 1 5 " ELB ELB 0 4 1 2 w / E l b o w s 1 5 " ELB ELB 50.00’ 5 0 . 0 0 ’ 6 0 . 0 0 ’ +00.00 + 7 2 . 6 7 + 5 0 . 0 0 + 5 0 . 0 0 + 7 2 . 6 7 E X . R / W 6 0 . 0 0 ’ E X . R / W 5 0 . 0 0 ’ EX. R/W 1 1 0 ’ R /W 1 1 2 2 +00.00 60.00’EX. R/W L I V I N G S T O N C R E E K L I V I N G S T O N C R E E K 1 6 8 .3 0 ’1 1 8 .6 0 ’171.10’BOBBY RAY MOORE DB 241 PG 389 D B 1 3 9 P G 5 9 8 W P A R N E L L A P P L E W H I T E W P A R N E L L A P P L E W H I T E D B 1 3 9 P G 5 9 8 BOBBY RAY MOORE DB 241 PG 389 SR 1831 SWIMMINGHOLE RD T O W A T E R T A N K R D P R O P L I N E W I T H R U N O F C R E E K P R O P L I N E W I T H R U N O F C R E E K 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 E L S O N A P P L E W H I T E J R D B 4 8 4 P G 5 2 9 6 0 .0 0 ’ R /W 9 ’S O I L -B L - 3 P I N C -B L - 8 P I N C -B L - 9 P O T -B L - 2 P I N C ELEV=23.05 TOP OF WA T E R F F F F F F F F F F F F N A D 8 3 / 9 5