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Home My WebLink About20130552 Ver 1_Application_20130523 S TATE OF N ORTH C AROLINA D EPARTMENT OF T RANSPORTATION P AT L. M C C RORY May 22, 2013 A NTHONY J. T ATA G OVERNOR S ECRETARY MAILING ADDRESS: NC D EPARTMENT O F T RANSPORTATION P ROJECT D EVELOPMENT AND E NVIRONMENTAL A NALYSIS 1598 M AIL S ERVICE C ENTER R ALEIGH NC 27699-1598 T ELEPHONE : 919-707-6100 FAX: 919-212-5785 W EBSITE : WWW .NCDOT .ORG LOCATION: 1020 B IRCH R IDGE D RIVE R ALEIGH NC 27610-4328 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 13, and 33 for the proposed replacement of Bridge No. 72 over Jonathan Creek on SR 1407 in Haywood County, Federal Aid Project No. BRZ-1407(5); Divisi on 14; WBS Element 38534.1.1, TIP No. B-4762. Dear Madam: The North Carolina Department of Transportation (NC DOT) proposes to replace the existing 2- span, 68 foot long Bridge No. 72 over Jonathan Cree k on SR 1407 with a 70 foot long, single span bridge. There will be 22 linear feet of permanent stream impact to Jonathan Creek by way of bank stabilization and 0.01 acre of temporary strea m fill for temporary work pads necessary to remove and install the new bents adjacent to the st ream bank. Traffic will maintained on the existing bridge during construction as SR 1407 has no outlet. Please see enclosed copies of the Pre-Construction Notification (PCN), Stormwater management plan, permit drawings, and design plans for the abo ve-referenced project. A Categorical Exclusion (CE) was completed and distributed in Feb ruary 2012. Additional copies are available upon request. Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required prior to authorization by the United States Army Co rps of Engineers (USACE). By copy of this letter and attachments, NCDOT hereby requests NCWRC ’s review. NCDOT requests that NCWRC forward their comments to the Corps of Engine ers and the NCDOT within 30 calendar days of receipt of this application. This project calls for a letting date of March 18, 2014 and a review date of January 28, 2014. However, the date could be advanced if funding beco mes available. 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Co rps? 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 mi tigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coast al counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of En vironmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge 72 over Jon athan Creek on SR 1407. 2b. County: Haywood 2c. Nearest municipality / town: Clyde, NC 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4762 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Departm ent of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6157 3g. Fax no.: (919) 212-5785 3h. Email address: maturchy@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID ): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.607049 Longitude: - 83.11100 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, e tc.) to proposed project: Jonathan Creek 2b. Water Quality Classification of nearest receiving w ater: C-Tr 2c. River basin: French Broad 3. Project Description 3a. Describe the existing conditions on the site and th e general land use in the vicinity of the project at t he time of this application: Residential and mixed deciduous-coniferous forest la nd 3b. List the total estimated acreage of all existing wetlands on the property: zero. 3c. List the total estimated linear feet of all exis ting streams (intermittent and perennial) on the pr operty: 120 3d. Explain the purpose of the proposed project: To replace a fracture-critical, structurally deficient an d functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a two-span 68-foot br idge with a single span 70-foot bridge on new locati on to the south of the current structure.Traffic will be maintained on t he current structure during construction as SR 1407 has no outlet. Standard road building equipment, such as trucks, dozer s, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinat ions by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determinat ion, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdiction al determinations or State determinations and attac h documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the pas t? 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 proje ct (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, th en complete this question for each wetland area impact ed. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g . Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impact s (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T Bank Stabilization Jonathan Creek PER INT Corps DWQ 45 22 Site 1 P T Work Pad for Bent Removal Jonathan Creek PER INT Corps DWQ 45 17 lf (<0.01 ac) Site 1 P T Work Pad for Bent Construction Jonathan Creek PER INT Corps DWQ 45 42 lf (0.01) Site P T PER INT Corps DWQ Site P T PER INT Corps DWQ Site P T PER INT Corps DWQ 3h. Total stream and tributary impacts 22' Perm 0.01 ac Temp 3i. Comments: 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuar ies, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impact s below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete th e chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, th en complete the chart below. If yes, then individuall y list all buffer impacts below. If any impacts require mitigation, th en you MUST fill out Section D of this form. 6a . Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or mi nimize the proposed impacts in designing project. This bridge will be replaced as close to the existin g bridge as possible. An offsite detour is not feas ible as no alternate detour is available. A single- span structure will b e used resulting in no bents in Jonathan Creek. 1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techni ques. Design Standards for Sensitive Waters will be used f or this project. Deck drains will not discharge into open water. The Department will observe an in-stream moratorium for trout from October 15-April 15. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State ? Yes No If no, explain: The NCDOT does not propose mitigati on for stream bank stabilization activities. Stabilizing the bank of a stream does not require fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subje ct to compensatory mitigation. Furthermore, the proposed b ank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization a nd minimizing impacts to the environment. 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Ty pe Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Prog ram 4a. Approval letter from in-lieu fee program is att ached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): sq uare feet 4e. Riparian wetland mitigation requested: acr es 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitiga tion Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation pla n. 8 6. Buffer Mitigation (State Regulated Riparian Buff er Rules) – required by DWQ 6a. Will the project result in an impact within a prot ected 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 mit igation. 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 pr ivate mitigation bank, permittee responsible riparian buffer restoration, p ayment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (re quired by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffe rs identified within one of the NC Riparian Buffer Protection Rule s? 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 Manageme nt Plan? Yes No 2c. If this project DOES NOT require a Stormwater Ma nagement Plan, explain why: 2d. If this project DOES require a Stormwater Manag ement Plan, then provide a brief, narrative descripti on of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the St ormwater 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 stormw ater 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 stormw ater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan wit h proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the ap propriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of publi c (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the pr oject 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 docu ment review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: CE Approved & Distributed February 2012. Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (1 5A 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 abo ve 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 dow nstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qua litative or quantitative cumulative impact analysis i n accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting f rom this bridge replacement, this project will neithe r influence nearby land uses nor stimulate growth. Therefore, a detai led indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods a nd disposition (non-discharge or discharge) of waste water generated from the proposed project, or available capacity of the sub ject facility. not applicable (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) B- 4 7 6 2 Co u n t y ( i e s ) : Ha y w o o d 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 ? 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Ge n e r a l P r o j e c t N a r r a t i v e : Re p l a c e m e n t o f H a y w o o d C o u n t y B r i d g e N o . 7 2 o v e r J o n a t h a n C r e e k o n S R 1 4 0 7 ( M e d l e y D r i v e ) Ex i s t i n g H a y w o o d C o u n t y B r i d g e N o . 7 2 i s a t w o s p a n , 1 @ 5 1 ' - 7 " , 1 @ 16 ' - 0 " ; O A L l e n g t h = 7 7 ' - 7 " ' . T i mb e r f l o o r o n l o w s t e e l t r u s s & timber floor on timber joists. Abut. 1 and Int. Be n t a r e R C C o n c r e t e ; A b u t 2 i s T i m b e r c a p & T i m b e r P & S Pr o p o s e d H a y w o o d C o u n t y B r i d g e N o . 7 2 i s a S i n g l e S p a n 1 @ 7 0 ' ; 2 4 " P r e s tr e s s e d C o n c r e t e C o r e d S l a b w i t h v e r t i c a l e n d b e n t s . Th e r e a r e n o j u r i s d i c t i o n a l w e t l a n d s i n t h e p r o j e c t v i c i n i t y , t h u s n o i m p a c t s w e t l a n d s . 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OF TRANSPORTATION DIVISION OF HIGHWAYS HAYWOOD COUNTY PROJECT: 38534.1.1 (B-4762) SHEET OF ON SR 1407 (MEDLEY DRIVE) JONATHAN CREEK REPLACE BRIDGE 72 OVER STREAM IMPACTS WETLAND AND SHEET 1 OF 6 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 7 6 2 _ h y d _ p r m _ t s h . d g n F L O R E N C E & H U T C H E S O N , I N C 4 /1 7 /2 0 1 3 1 5 J O N A T H A N C R E E K J O N A T H A N C R E E K C O V E C R E E K P O N D C O R T O C L 3 8 .8 2 ’+4 6 .2 6 4 -Y1- POT Sta. 10+50.09 -L- POT Sta. 10+00.00 = BEGIN TIP PROJECT B-4762 -Y2- POT Sta. 10+63.57 -L- POT Sta. 11+14.10 = END TIP PROJECT B-4762 T O U S 2 7 6 T O S R 1 3 2 8 -Y2- POT Sta. 11+25.00 END CONSTRUCTION -Y2- POT Sta. 10+00.00 BEGIN CONSTRUCTION -Y1- POT Sta. 11+00.00 END CONSTRUCTION -Y1- POT Sta. 10+00.00 BEGIN CONSTRUCTION S k i n %276 P i g e o n R i v e r $40 Forest National Pisgah Mountain Seay LOCATION B-4762 TIP PROJECT DHV D T V = = = = = = % % MPH ADT ADT % * INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HAYWOOD COUNTY GRADING, PAVING, DRAINAGE, STRUCTURE. Creek Cove 2014 2034 100 100 11 85 8 15 * TTST =1%DUAL 7% FUNC CLASS =LOCAL THIS PROJECT DESIGNED USING SUB-REGIONAL TIER GUIDELINES. MARCH 18, 2014 JIMMY GOODNIGHT, PE STEVE KENDALL, PE 25 50 50 100 100 50 25 50 10 20 10 5 1338 1328 1331 1395 1364 1398 1350 1395 1407 1395 1350 1349 1355 1349 1338 1326 1327 -L2- POT Sta. 10+00 -L2- PC Sta. 11+09.91 -L2- PCC Sta. 12+90 -L2- PT Sta. 14+07.87 W H I T E O A K R O A D REPLACE BRIDGE 72 OVER JONATHAN CREEK ON SR 1407 (MEDLEY DRIVE) METHOD OF CLEARING II S R 1 3 9 5 C O V E C R E E K R O A D S R 1 3 9 5 C O V E C R E E K R O A D S R 1 3 5 0 M E D L E Y D R I V E -L- Sta. 10+93.00 END BRIDGE -L- Sta. 10+23.00 BEGIN BRIDGE TOTAL LENGHT TIP PROJECT No. B-4762 = 0.022 Miles. LENGTH STRUCTURE TIP PROJECT No. B-4762 = 0.013 Miles. LENGHT ROADWAY TIP PROJECT No. B-4762 = 0.009 Miles. 0 0 0 PROFILE (HORIZONTAL) 38534.1.1 P.E. 38534.2.1 R/W, UTILITIES CONSTRUCTION BRZ-1407(5) BRZ-1407(5) 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 3 8 5 3 4 . 2 . 1 PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 B-4762 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 See Sheet 1-A For Index of Sheets 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 7 6 2 A R T M E N N A S O H D E P T O F T R A S P O R T T I O N T A T E O F N R T C A R O L I N A ROADWAY DESIGN ENGINEER FEBRUARY 14, 2013 N A D 8 3 / 9 5 2 5 ’ 3 0 ’ 3 0 ’ E X I S T I N G R / W E X I S T I N G R / W 2 0 ’ M A I N T A I N E D R / W M A I N T A I N E D R / W 1 7 ’ M A I N T A I N E D R / W M A I N T A I N E D R / W 1 8 " R C P J O N A T H A N C R E E K J O N A T H A N C R E E K C O V E C R E E K 9 ’ G R D R 1 0 ’ G R D R 9 ’ G R D R 1 0 ’ B S T D R 1 S F D A B A N D W B S T D K S T E P S R O C K 4 ’ W D R A I L 4 ’ W D R A I L 4 ’ W D R A I L G R W 4 ’ W D R A I L 4 ’ W D R A I L W O O D S W O O D S W O O D S W A L L R O C K D K 1 2 " C M P W / C B L W / C B L W / C B L S O I L G R 3SBW 3 S B W 3 S B W 4 8 " W D B S T G R L A N D S C A P I N G S E P T I C T A N K D R A I N F I E L D S E P T I C W S T E P S S T E P S E L E C T R I C B O X G R S W / L T S O I L 1 8 " C M P S R 1 3 3 8 W H I T E O A K R D 2 2 ’ B S T G A T E M T L S R 1 3 9 5 C O V E C R E E K R D 2 2 ’ B S T 2 8 .0 0 ’ P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W 2 5 .0 0 ’W / C B L T A N K S E P T I C R A M P W D D R A I N L I N E S P O N D DANIEL BOONE MESSER DOROTHY NICKELS 2SFD PIT BURN HARRY A. BRUNSON HARRY A. BRUNSON WOODS S R 1 3 5 0 M E D L E Y D R . 1 0 ’ B S T DOROTHY NICKELS DOROTHY NICKELS 2SFD POWER BOX WOODS WOODS WOODS WOODS 2SFD 2SFD WOODS WOODS MARY F. MEDLEY C O R T O C L 3 8 .8 2 ’+4 6 .2 6 DANIEL BOONE MESSER DANIEL BOONE MESSER MARVIN J. SUTTON PROPERTY OWNERS PC. B SLOT 387E D.B. 733 PG. 488 HARRY A. BRUNSON PC. B SLOT 387E D.B. 733 PG. 488 HARRY A. BRUNSON DANIEL BOONE MESSER DANIEL BOONE MESSER 3 STEEL BEAMS STEEL AND WD RAILS WD DECK W/ BST COVER CONC WW CONC AND WD END BENTS STEEL TRUSS BRIDGE W/ WD BRIDGE ADDITION NOTE: EXIST. BRIDGE DESCRIPTION D.B. 375 PG. 222 D.B. 136 PG. 511 D.B. 387 PG. 159 D.B. 376 PG. 796 PC. B SLOT 387E RONALD M. GADDY SEE SHEET No. 5 FOR PROFILE AND BRIDGE STATIONING TO PAVEMENT RELATIONSHIP SEE SHEET No. 2A FOR BRIDGE SEE SHEET No. 5 DRAINAGE DETAILS HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4762 $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION AT BEGIN AND END OF BRIDGE. NOTE: USE TYPE III SHOP CURVE ANCHORS FOR STRUCTURE PLANS SEE SHEET No. S-1 to S- R / W R E V I S I O N S L E T T E R D A T E D F E B R U A R Y 2 6 , 2 0 1 3 01 01 02 03 04 01 02 03 02 01 03 -Y2- POT Sta. 10+00 -Y2- PI Sta. 10+43.68 -Y1- POT Sta. 11+00 END CONSTRUCTION BEGIN CONSTRUCTION -Y2- POT Sta. 11+25 END CONSTRUCTION -Y2- POT Sta. 11+00 1 5 -L- STA. 10+23.00 BEGIN BRIDGE -L- STA. 10+93.00 END BRIDGE -Y2- POT Sta. 10+63.57 -L- POT Sta. 11+14.10 = END CONSTRUCTION 1 5 " T B D I REMOVE 12" CMP 15" T B D I SEE DETAIL A EST. 165 SY GT EST. 150 TONS (2 FT THICK) W/CLASS II RIP RAP FLOODPLAIN EXCAVATION SEE DETAIL B EST. 45 SY GT EST. 40 TONS RIP RAP BANK STABILIZATION SEE DETAIL C SPECIAL CUT V DITCH ROADWAY FILL TO NATURAL GROUND REMOVE END BENTS 1 & 2 AND RETURN M A I N T A I N E D R / W J O N A T H A N C R E E K W 1 2 " C M P S O I L W / C B L T A N K S E P T I C P O N D 1 5 " T B D I REMOVE 12" CMP T B D I T B T B T B S S T S T S T S T S T S E NGLISH N A D 8 3 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HAYWOOD COUNTY PROJECT: 38534.1.1 (B-4762) ON SR 1407 (MEDLEY DRIVE) JONATHAN CREEK REPLACE BRIDGE 72 OVER SHEET OF KEY-IN TO SLOPE (2 FT THICK) CLASS II RIP RAP ELEV. 2470 ELEV. 2471 ELEV. = 2473 EXISTING BRIDGE PROPOSED BRIDGE EXISTING -L- NG ALONG PROPOSED -L- NG ALONG PROFILE VIEW (LOOKING DOWNSTREAM) FLOODPLAIN EXCAVATION DETAIL A FOR ADDITIONAL DETAILS. NOTE: SEE CROSS SECTIONS ALONG -Y2- AND PLAN VIEW ( Not to Scale) DETAIL B BANK STABILIZATION Type of Liner= CLASS II RIPRAP 2’ NWS GEOTEXTILE -L- STA. 10+14 TO STA. 10+27 LT. F l a t t e r 2 :1 o r D 2 : 1 ( Not to Scale) SPECIAL CUT DITCH FROM -Y2- STA. 10+17 TO STA. 10+60 RT FROM -Y2- STA. 10+00 TO STA. 10+17 RT DETAIL C Min. D= 1 Ft. Ground Natural Slope Ditch Front SITE 1 0 100 50 100 SCALE: 1"= 100’ HORIZ. LEGEND S S TS TS IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES TEMPORARY DENOTES RIP RAP ON BANKS -Y1- POT Sta. 10+50.09 -L- POT Sta. 10+00.00 = BEGIN CONSTRUCTION -Y1- POT Sta. 10+00 BEGIN CONSTRUCTION ENLARGED AREA SCALE: 1" = 50’ E N L A R G E D A R E A S E E EXISTING BRIDGE: 2 SPAN BRIDGE: 1 @ 51’7" AND 1 @ 16’ PROPOSED BRIDGE: SINGLE-SPAN 24" PCCS, 1 @ 70’ TOTAL PROJECT LENGTH: 0.022 miles SURFACE WATER IMPACT IN TEMPORARY SURFACE WATER IMPACT IN PERMANENT SURFACE WATER PERMANENT IMPACT IN SURFACE WATER TEMPORARY IMPACT IN OF BENT #1 (8’ WIDE) FOR CONSTRUCTION TEMPORARY ROCK CAUSEWAY BELOW THE WATER SURFACE RIP RAP DOES NOT ENCROACH WETLAND AND STREAM IMPACTS SHEET 2 OF 6 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 7 6 2 _ h y d _ w e t _ p r m _ p s h 0 4 . d g n F L O R E N C E & H U T C H E S O N , I N C 4 /1 7 /2 0 1 3 T B T B T B T B S S T S T S T S T S T S 2 4 6 5 2465 2 4 7 0 2 4 7 0 2 4 7 0 2 4 7 0 2 4 7 0 2 4 7 0 2 4 7 0 2 4 7 0 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2 4 7 5 2475 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 8 5 2 4 9 0 2490 2 4 9 0 2 4 9 0 2 4 9 0 2 4 9 0 2 4 9 0 2 4 9 0 2 4 9 0 2 4 9 5 2 4 9 5 2 4 9 5 2 4 9 5 2 4 9 5 2 4 9 5 2 4 9 5 2 4 9 5 2 4 9 5 2 5 0 0 2 5 0 0 2 5 0 0 2 5 0 0 2 5 0 0 2 5 0 0 2 5 0 0 2 5 0 5 2 5 0 5 2 5 0 5 2 5 0 5 2 5 0 5 2 5 0 5 2 5 0 5 2 5 0 5 2505 2 5 1 0 2 5 1 0 2 5 1 0 2 5 1 0 2 5 1 0 2 5 1 0 2 5 1 0 2 5 1 0 2 5 1 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 2 0 2 5 2 0 2 5 2 0 2 5 2 0 2 5 2 0 2 5 2 0 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 0 2 5 3 0 2 5 3 0 2 5 3 0 2 5 3 0 2 5 3 5 2 5 3 5 2535 2 5 3 5 2 5 3 5 2 5 4 0 2 5 4 0 2 5 4 0 2 5 4 0 2 5 4 0 2 5 4 0 2 5 4 5 2 5 4 5 2 5 4 5 2 5 4 5 2 5 4 5 2 5 5 0 2 5 5 0 2 5 5 0 2 5 5 0 2 5 5 5 2 5 5 5 2 5 5 5 2 5 5 5 2 5 6 0 2 5 6 0 2 5 6 0 2 5 6 0 2 5 6 5 2 5 6 5 2 5 6 5 2 5 7 0 2 5 7 5 2 5 8 0 2 5 8 0 2 5 8 5 2 5 9 0 2 5 9 5 2 6 0 0 2 4 7 0 2 4 7 0 2 4 7 5 2 4 7 5 2475 2 4 8 0 2 4 8 0 2 4 8 5 2 4 8 5 2 4 9 0 2 4 9 5 2 5 0 0 2 5 0 5 2 5 1 0 2 5 ’ 3 0 ’ 3 0 ’ E X I S T I N G R / W E X I S T I N G R / W 2 0 ’ M A I N T A I N E D R / W M A I N T A I N E D R / W 1 7 ’ M A I N T A I N E D R / W M A I N T A I N E D R / W 1 8 " R C P J O N A T H A N C R E E K J O N A T H A N C R E E K C O V E C R E E K 9 ’ G R D R 1 0 ’ G R D R 9 ’ G R D R 1 0 ’ B S T D R 1 S F D A B A N D W B S T D K S T E P S R O C K 4 ’ W D R A I L 4 ’ W D R A I L 4 ’ W D R A I L G R W 4 ’ W D R A I L 4 ’ W D R A I L W O O D S W O O D S W O O D S W A L L R O C K D K 1 2 " C M P W / C B L W / C B L W / C B L S O I L G R 3SBW 3 S B W 3 S B W 4 8 " W D B S T G R L A N D S C A P I N G S E P T I C T A N K D R A I N F I E L D S E P T I C W S T E P S S T E P S E L E C T R I C B O X G R S W / L T S O I L 1 8 " C M P S R 1 3 3 8 W H I T E O A K R D 2 2 ’ B S T G A T E M T L S R 1 3 9 5 C O V E C R E E K R D 2 2 ’ B S T 2 8 .0 0 ’ P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W 2 5 .0 0 ’W / C B L T A N K S E P T I C R A M P W D D R A I N L I N E S P O N D DANIEL BOONE MESSER DOROTHY NICKELS 2SFD PIT BURN HARRY A. BRUNSON HARRY A. BRUNSON WOODS S R 1 3 5 0 M E D L E Y D R . 1 0 ’ B S T DOROTHY NICKELS DOROTHY NICKELS 2SFD POWER BOX WOODS WOODS WOODS WOODS 2SFD 2SFD WOODS WOODS MARY F. MEDLEY C O R T O C L 3 8 .8 2 ’+4 6 .2 6 DANIEL BOONE MESSER DANIEL BOONE MESSER MARVIN J. SUTTON PROPERTY OWNERS PC. B SLOT 387E D.B. 733 PG. 488 HARRY A. BRUNSON PC. B SLOT 387E D.B. 733 PG. 488 HARRY A. BRUNSON DANIEL BOONE MESSER DANIEL BOONE MESSER 3 STEEL BEAMS STEEL AND WD RAILS WD DECK W/ BST COVER CONC WW CONC AND WD END BENTS STEEL TRUSS BRIDGE W/ WD BRIDGE ADDITION NOTE: EXIST. BRIDGE DESCRIPTION D.B. 375 PG. 222 D.B. 136 PG. 511 D.B. 387 PG. 159 D.B. 376 PG. 796 PC. B SLOT 387E RONALD M. GADDY SEE SHEET No. 5 FOR PROFILE AND BRIDGE STATIONING TO PAVEMENT RELATIONSHIP SEE SHEET No. 2A FOR BRIDGE SEE SHEET No. 5 DRAINAGE DETAILS HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4762 $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION AT BEGIN AND END OF BRIDGE. NOTE: USE TYPE III SHOP CURVE ANCHORS FOR STRUCTURE PLANS SEE SHEET No. S-1 to S- R / W R E V I S I O N S L E T T E R D A T E D F E B R U A R Y 2 6 , 2 0 1 3 D I S T A N C E T O S H E E T N o . 4 , P A R C E L N o ’s 0 1 , 0 3 , A N D 0 4 . 01 01 02 03 04 01 02 03 02 01 03 -Y2- POT Sta. 10+00 -Y2- PI Sta. 10+43.68 -Y1- POT Sta. 11+00 END CONSTRUCTION BEGIN CONSTRUCTION -Y2- POT Sta. 11+25 END CONSTRUCTION -Y2- POT Sta. 11+00 1 5 -L- STA. 10+23.00 BEGIN BRIDGE -L- STA. 10+93.00 END BRIDGE -Y2- POT Sta. 10+63.57 -L- POT Sta. 11+14.10 = END CONSTRUCTION 1 5 " T B D I REMOVE 12" CMP 15" T B D I SEE DETAIL A EST. 165 SY GT EST. 150 TONS (2 FT THICK) W/CLASS II RIP RAP FLOODPLAIN EXCAVATION SEE DETAIL B EST. 45 SY GT EST. 40 TONS RIP RAP BANK STABILIZATION SEE DETAIL C SPECIAL CUT V DITCH ROADWAY FILL TO NATURAL GROUND REMOVE END BENTS 1 & 2 AND RETURN M A I N T A I N E D R / W J O N A T H A N C R E E K W 1 2 " C M P S O I L W / C B L T A N K S E P T I C P O N D 1 5 " T B D I REMOVE 12" CMP T B D I T B T B T B S S T S T S T S T S T S E NGLISH N A D 8 3 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HAYWOOD COUNTY PROJECT: 38534.1.1 (B-4762) ON SR 1407 (MEDLEY DRIVE) JONATHAN CREEK REPLACE BRIDGE 72 OVER SHEET OF KEY-IN TO SLOPE (2 FT THICK) CLASS II RIP RAP ELEV. 2470 ELEV. 2471 ELEV. = 2473 EXISTING BRIDGE PROPOSED BRIDGE EXISTING -L- NG ALONG PROPOSED -L- NG ALONG PROFILE VIEW (LOOKING DOWNSTREAM) FLOODPLAIN EXCAVATION DETAIL A FOR ADDITIONAL DETAILS. NOTE: SEE CROSS SECTIONS ALONG -Y2- AND PLAN VIEW ( Not to Scale) DETAIL B BANK STABILIZATION Type of Liner= CLASS II RIPRAP 2’ NWS GEOTEXTILE -L- STA. 10+14 TO STA. 10+27 LT. F l a t t e r 2 :1 o r D 2 : 1 ( Not to Scale) SPECIAL CUT DITCH FROM -Y2- STA. 10+17 TO STA. 10+60 RT FROM -Y2- STA. 10+00 TO STA. 10+17 RT DETAIL C Min. D= 1 Ft. Ground Natural Slope Ditch Front SITE 1 0 100 50 100 SCALE: 1"= 100’ HORIZ. LEGEND S S TS TS IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES TEMPORARY DENOTES RIP RAP ON BANKS -Y1- POT Sta. 10+50.09 -L- POT Sta. 10+00.00 = BEGIN CONSTRUCTION -Y1- POT Sta. 10+00 BEGIN CONSTRUCTION ENLARGED AREA SCALE: 1" = 50’ E N L A R G E D A R E A S E E EXISTING BRIDGE: 2 SPAN BRIDGE: 1 @ 51’7" AND 1 @ 16’ PROPOSED BRIDGE: SINGLE-SPAN 24" PCCS, 1 @ 70’ TOTAL PROJECT LENGTH: 0.022 miles SURFACE WATER IMPACT IN TEMPORARY SURFACE WATER IMPACT IN PERMANENT SURFACE WATER PERMANENT IMPACT IN SURFACE WATER TEMPORARY IMPACT IN OF BENT #1 (8’ WIDE) FOR CONSTRUCTION TEMPORARY ROCK CAUSEWAY BELOW THE WATER SURFACE RIP RAP DOES NOT ENCROACH WETLAND AND STREAM IMPACTS SHEET 3 OF 6 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 7 6 2 _ h y d _ w e t _ p r m _ c o n t o u r s _ p s h 0 4 . d g n F L O R E N C E & H U T C H E S O N , I N C 4 /1 7 /2 0 1 3 T B T B T B T B S S T S T S T S T S T S N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HAYWOOD COUNTY PROJECT: 38534.1.1 (B-4762) ON SR 1407 (MEDLEY DRIVE) JONATHAN CREEK REPLACE BRIDGE 72 OVER SHEET OF E NGLISH TOP EL = 2470.0 CAUSEWAY TEMPORARY ROCK WETLAND AND STREAM IMPACTS SHEET 4 OF 6 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 7 6 2 _ h y d _ w e t _ p r m _ p f l 0 5 . d g n F L O R E N C E & H U T C H E S O N , I N C 4 /1 7 /2 0 1 3 -L- EL = 2,478.31’ PI = 11+07.96 END GRADE -Y1--Y2- RESURFACE ON EXIST. GRADE 2,470 2,480 2,470 2,480 2,470 2,480 2,470 2,480 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 5 B-4762 R/W SHEET NO.8 / 1 7 / 9 9 $ $ $ $ U S E R N A M E $ $ $ $ SEE SHEET No. 4 FOR DESIGN DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PROFILES EL = 2,478.49’ PI = 10+05.52 BEGIN GRADE (+)1 .6 1 4 6 % (+)6 .6 3 2 3 %(-)1 .2 3 6 6 % EL = 2,475.48’ PI = 10+00.00 BEGIN GRADE EL = 2,477.90’ PI = 11+25.00 END GRADE K = 6.4 VC = 40’ EL = 2,478.70’ PI = 10+60.00 K = 6 VC = 30’ EL = 2,475.72’ PI = 10+15.00 -L- Sta.10+00.00 -Y1- Sta. 10+50.09 = (-)0 .1 7 9 4 % E L = 2 ,7 4 7 .4 0 ’ P I = 1 0 + 1 7 E L = 2 ,4 7 6 .7 5 ’ P I = 1 0 + 6 0 S P E C I A L C U T D I T C H E N D G R A D E E L = 2 ,4 7 4 .5 0 ’ P I = 1 0 + 0 0 S P E C I A L C U T D I T C H B E G I N G R A D E OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE FT FT BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE BASE FREQUENCY FT DESIGN HW ELEVATION BRIDGE HYDRAULIC DATA CFS YRS CFS YRS CFS YRS = 5770 = 4340 = 2477.8 = 25 = 100 = 2478.8 = 8350 = 500+ = 2480.3 = 12-5-11 = 2468.0 NORMAL WS ELEV = 2468.0 SURVEYED 12-5-2011 CLR RDWY= 24’-10" GP ELEV= 2478.40 OAL=70’, SKEW 90 ABUTMENTS 1 @ 70’ W/2 VERTICAL SINGLE-SPAN 24" PCCS BRIDGE ID STA. 10+58 FACE TO FACE 64’ MIN. ABUTMENTS VERTICAL KEY-IN TO SLOPE (2 FT THICK) CLASS II RIP RAP EXCAVATION = 200 CY 10+00 11+00 10+00 11+00 10+00 11+00 (-) 0 .5 8 8 2 % (+) 4 .7 8 2 6 %(+) 6 .2 5 % E L = 2 ,7 7 5 .5 0 ’ P I = 1 0 + 4 0 E NGLISH 1.5 1 (TYP) CLASS "II" RIP RAP 8.0’ 1’ CLASS "I" RIP RAP STREAMBED OHW = 2468.0 2’ FOR PROPOSED BRIDGE DETAIL OF CAUSEWAY -L- 10+32 FOR BENT #1 TOP EL = 2470.0 BENT #1 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HAYWOOD COUNTY PROJECT: 38534.1.1 (B-4762) SHEET OF ON SR 1407 (MEDLEY DRIVE) JONATHAN CREEK REPLACE BRIDGE 72 OVER 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 7 6 2 _ h y d _ D E T A I L _ c a u s e w a y . d g n F L O R E N C E & H U T C H E S O N , I N C 4 /1 7 /2 0 1 3 SHEET 5 OF 6 PERMIT DRAWING 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 0 + 2 5 T O 1 0 + 3 4 ( L T . ) B A N K S T A B I L I Z A T I O N 2 2 1 1 0 + 7 2 T 0 1 0 _ 8 0 ( L T . ) B E N T R E M O V A L < 0 . 0 1 1 7 B E N T C O N S T R U C T I O N 0 . 0 1 4 2 TO T A L S * : 0 . 0 1 2 2 5 9 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : AT N R e v i s e d 3 / 1 2 / 1 3 SH E E T 6 OF 6 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 4/17/2013 W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S HAYWOOD COUNTY BRIDGE 72 ON SR 1407 OVER JONATHAN CREEK 4 -Y 1 - P O T S t a . 1 0 +5 0 .0 9 -L - P O T S t a . 1 0 +0 0 .0 0 = B E G I N T I P P R O J E C T B -4 7 6 2 -Y 2 - P O T S t a . 1 0 +6 3 .5 7 -L - P O T S t a . 1 1 +1 4 .1 0 = E N D T I P P R O J E C T B -4 7 6 2 T O U S 2 7 6 T O S R 1 3 2 8 -Y 2 - P O T S t a . 1 1 +2 5 .0 0 E N D C O N S T R U C T I O N -Y 2 - P O T S t a . 1 0 +0 0 .0 0 B E G I N C O N S T R U C T I O N -Y 1 - P O T S t a . 1 1 +0 0 .0 0 E N D C O N S T R U C T I O N -Y 1 - P O T S t a . 1 0 +0 0 .0 0 B E G I N C O N S T R U C T I O N S k i n %2 7 6 P i g e o n R i v e r $4 0 F o r e s t N a t i o n a l P i s g a h M o u n t a i n S e a y L O C A T I O N B -4 7 6 2 T I P P R O J E C T D H V D T V = = = = = = % % M P H A D T A D 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 H A Y W O O D C O U N T Y G R A D I N G , P A V I N G , D R A I N A G E , S T R U C T U R E . C r e e k C o v e 2 0 1 4 2 0 3 4 1 0 0 1 0 0 1 1 8 5 8 1 5 * T T S T =1 %D U A L 7 % F U N C C L A S S =L O C A L T H I S P R O J E C T D E S I G N E D U S I N G S U B -R E G I O N A L T I E R G U I D E L I N E S . M A R C H 1 8 , 2 0 1 4 J I M M Y G O O D N I G H T , P E S T E V E K E N D A L L , P E 2 5 5 0 5 0 1 0 0 1 0 0 5 0 2 5 5 0 1 0 2 0 1 0 5 1 3 3 8 1 3 2 8 1 3 3 1 1 3 9 5 1 3 6 4 1 3 9 8 1 3 5 0 1 3 9 5 1 4 0 7 1 3 9 5 1 3 5 0 1 3 4 9 1 3 5 5 1 3 4 9 1 3 3 8 1 3 2 6 1 3 2 7 -L 2 - P O T S t a . 1 0 +0 0 -L 2 - P C S t a . 1 1 +0 9 .9 1 -L 2 - P C C S t a . 1 2 +9 0 -L 2 - P T S t a . 1 4 +0 7 .8 7 -L 2 - P O T S t a . 1 5 +7 0 W H I T E O A K R O A D R E P L A C E B R I D G E 7 2 O V E R J O N A T H A N C R E E K O N S R 1 4 0 7 (M E D L E Y D R I V E ) M E T H O D O F C L E A R I N G I I S R 1 3 9 5 C O V E C R E E K R O A D S R 1 3 9 5 C O V E C R E E K R O A D S R 1 3 5 0 M E D L E Y D R I V E -L - S t a . 1 0 +9 3 .0 0 E N D B R I D G E -L - S t a . 1 0 +2 3 .0 0 B E G I N B R I D G E T O T A L L E N G H T T I P P R O J E C T N o . B -4 7 6 2 = 0 .0 2 2 M i l e s . L E N G T H S T R U C T U R E T I P P R O J E C T N o . B -4 7 6 2 = 0 .0 1 3 M i l e s . L E N G H T R O A D W A Y T I P P R O J E C T N o . B -4 7 6 2 = 0 .0 0 9 M i l e s . 0 0 0 P R O F I L E (H O R I Z O N T A L ) 3 8 5 3 4 .1 .1 P .E . 3 8 5 3 4 .2 .1 R /W , U T I L I T I E S C O N S T R U C T I O N B R Z -1 4 0 7 (5 ) B R Z -1 4 0 7 (5 ) 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 .D E S C R I P T I O N N O . T O T A L S H E E T S N .C . S H E E T 1 D E S I G N D A T A 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 G R A P H I C S C A L E S 3 8 5 3 4 . 2 . 1 P L A N S P R O F I L E (V E R T I C A L ) H Y D R A U L I C S E N G I N E E R L O C A T I O N : T Y P E O F W O R K : 0 9 / 0 8 / 9 9 B -4 7 6 2 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 S e e S h e e t 1 -A F o r I n d e x o f S h e e t s 1 4 - F E B - 2 0 1 3 1 0 : 5 2 R : \ R o a d w a y \ P r o j \ B 4 7 6 2 _ 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 7 6 2 A R T M E N N A S O H D E P T O F T R A S P O R T T I O N T A T E O F N R T C A R O L I N A R O A D W A Y D E S I G N E N G I N E E R F E B R U A R Y 1 4 , 2 0 1 3 J O N A T H A N C R E E K J O N A T H A N C R E E K C O V E C R E E K P O N D C O R T O C L 3 8 .8 2 ’+4 6 .2 6 N A D 8 3 / 9 5 E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s 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 P r o p o s 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 P r o p o s 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 P r o p o s 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 H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s 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 : R O A 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 p Q l e ] / 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 4 I H a 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 .*) d o 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 O F S 3 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 B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U /G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V M W W S x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y V i n e y a r d S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S F L O W 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 . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I P B E C M 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 C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r 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 . N o t e : N o t t o S c a l e S H E E T N O .P R O J E C T R E F E R E N C E N O . 1 -B B -4 7 6 2 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T T C T C T F O T F O W W T V T V T V F O T V F O G G S S F S S F S S ?U T L J u r i s d i c t i o n a l S t r e a m J S 0 4 / 1 6 / 1 1 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s 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 I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s 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 P r o p o s 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 P r o p o s 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 C O 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 K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e C o n c r e t e o r G r a n i t e R /W M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C A C o n c r e t e C /A M a r k e r P r o p o s 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 S H E E T 5 S E E D E T A I L ’C ’ S P E C I A L C U T V D I T C H S E E S H E E T N o . 5 F O R P R O F I L E A N D B R I D G E S T A T I O N I N G T O P A V E M E N T R E L A T I O N S H I P S E E S H E E T N o . 2 A F O R B R I D G E S E E S H E E T N o . 5 D R A I N A G E D E T A I L 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 7 6 2 2 7 - F E B - 2 0 1 3 0 7 : 0 4 R : \ R o a d w a y \ P r o j \ B 4 7 6 2 _ 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 A T B E G I N A N D E N D O F B R I D G E . N O T E : U S E T Y P E I I I S H O P C U R V E A N C H O R S F O R S T R U C T U R E P L A N S S E E S H E E T N o . S -1 t o S - R / W R E V I S I O N S L E T T E R D A T E D F E B R U A R Y 2 6 , 2 0 1 3 D I S T A N C E T O S H E E T N o . 4 , P A R C E L N o ’ s 0 1 , 0 3 , A N D 0 4 . 2 . A D D 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 " ) W I T H S T A T I O N / O F F S E T 1 . A D D E D P A R C E L N o ’ s T O E F F E C T E D P A R C E L S . 2 5 ’ -L - +2 0 1 7 4 ’ -L 2 - +3 9 1 5 7 ’ -L 2 - +3 3 E X I S T . R /W -L 2 - +4 0 E X I S T . R /W -Y 2 - +0 0 2 0 ’ 1 2 ’ -Y 2 - +4 3 .6 8 2 5 ’ +7 1 -L - 1 4 ’ +0 0 -Y 2 - 1 0 ’ -Y 2 - +0 5 5 0 ’ E X I S T . R /W -L - +9 5 5 0 ’ E X I S T . R /W -L - +8 0 5 5 ’ E X I S T . R /W -L - +1 2 E X I S T . R /W -L 2 - +2 0 E X I S T . R /W -L 2 - +0 0 1 7 2 ’ -L 2 - +4 0 2 5 ’ +0 0 -L - 5 5 ’ 4 5 .4 2 ’ -L - +3 3 0 1 0 1 0 2 0 3 0 4 0 1 0 2 0 3 0 2 0 1 3 8 ’ +0 0 -Y 2 - 1 4 0 ’ -L 2 - +7 3 1 5 3 ’ -L 2 - +8 2 E X I S T . R /W -L 2 - +5 5 1 2 0 ’ +5 7 -L 2 - 1 2 0 ’ +5 7 -L 2 - 2 9 ’ -L 2 - +6 5 .5 P R O P . R /W -L 2 - +2 6 .6 3 5 5 ’ -L 2 - +3 3 1 0 ’ -L 2 - +3 9 0 3 -Y 2 - P O T S t a . 1 0 +0 0 .0 2 -Y 2 - P I S t a . 1 0 +4 3 .6 8 A T -1 A T -1 A T -1 A T -1 -Y 1 - P O T S t a . 1 1 +0 0 E N D C O N S T R U C T I O N -Y 1 - P O T S t a . 1 0 +0 0 B E G I N C O N S T R U C T I O N B E G I N C O N S T R U C T I O N -Y 2 - P O T S t a . 1 1 +2 5 E N D C O N S T R U C T I O N -Y 2 - P O T S t a . 1 1 +0 0 .0 2 .0 0 .0 1 .0 2 .0 1 .0 1 .0 0 .0 1 .0 2 .0 2 1 0 ’ +2 0 1 0 ’ 1 0 ’ E X I S T . 1 0 ’ E X I S T . 1 0 ’R 5 ’ R 5 ’ 1 0 ’ P I S t a 1 2 +0 2 .7 6 D L = 1 8 0 .0 9 ’ T = 9 2 .8 5 ’ R = 3 0 0 .0 0 ’ P I S t a 1 3 +4 8 .9 9 D L = 1 1 7 .8 7 ’ T = 5 8 .9 9 ’ R = 1 ,1 6 0 .0 0 ’ 1 5 -L 2 - P O T S t a . 1 5 +7 0 -L 2 - P T S t a . 1 4 +0 7 .8 7 -L 2 - P C C S t a . 1 2 +9 0 -L 2 - P C S t a . 1 1 +0 9 .9 1 -L 2 - P O T S t a . 1 0 +0 0 -Y 1 - P O T S t a . 1 0 +5 0 .0 9 -L - P O T S t a . 1 0 +0 0 .0 0 = B E G I N C O N S T R U C T I O N -Y 2 - P O T S t a . 1 0 +6 3 .5 7 -L - P O T S t a . 1 1 +1 4 .1 0 = E N D C O N S T R 4 U C T I O N -L 2 - (E X I S T ) E X I S T . W E L L D O N O T D I S T U R B -L - S T A . 1 0 +2 3 .0 0 B E G I N B R I D G E -L - S T A . 1 0 +9 3 .0 0 E N D B R I D G E 7 6 .8 4 ’ 2 9 .7 1 ’ 1 1 9 .2 6 ’ 2 9 .8 9 ’ 9 1 .1 2 ’ 2 0 .3 1 ’ 5 8 .5 2 ’ 2 2 .4 6 ’ 6 4 .0 9 ’ 1 8 4 .5 2 ’ 9 1 .8 4 ’1 0 1 .5 8 ’7 1 .9 9 ’ 9 2 .9 3 ’ 1 7 7 .0 4 ’ 3 4 .5 5 ’ 1 8 4 .5 2 ’ 1 4 0 .8 7 ’ 3 0 .3 8 ’ 9 0 . 6 3 ’ 5 9 .5 6 ’ 1 6 .5 6 ’ 4 0 .9 2 ’ 9 3 . 0 8 ’ 4 1 .0 1 ’ 7 0 .8 3 ’ 4 8 .8 3 ’ 2 0 4 .4 8 ’ 2 3 5 .5 0 ’ 4 1 .8 9 ’ 9 5 .4 4 ’ 1 7 .4 2 ’ 5 9 .1 3 ’ 1 6 .1 4 ’ 3 1 . 8 8 ’ E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P 4 1 .3 8 ’ 3 3 .2 0 ’ 2 6 .3 6 ’ 2 6 .9 2 ’2 3 .6 8 ’ 2 5 ’ 1 8 0 .4 4 ’ 1 6 3 .5 7 ’ 3 3 .9 5 ’ 3 0 ’ 3 0 ’ E X I S T I N G R / W E X I S T I N G R / W 1 0 .4 4 ’ 1 1 3 .9 1 ’ 1 0 .0 1 ’ 2 4 .6 0 ’2 .9 0 ’ 9 4 .1 4 ’ 6 0 .1 2 ’ 2 1 .8 9 ’ 2 0 ’ M A I N T A I N E D R / W M A I N T A I N E D R / W 1 7 ’ M A I N T A I N E D R / W M A I N T A I N E D R / W 1 8 " R C P J O N A T H A N C R E E K J O N A T H A N C R E E K C O V E C R E E K 9 ’ G R D R 1 0 ’ G R D R 9 ’ G R D R 1 0 ’ B S T D R 1 S F D A B A N D W B S T D K S T E P S R O C K 4 ’ W D R A I L 4 ’ W D R A I L 4 ’ W D R A I L G R W 4 ’ W D R A I L 4 ’ W D R A I L W O O D S W O O D S W O O D S W A L L R O C K D K 1 2 " C M P W / C B L W / C B L W / C B L S O I L G R 3 S B W 3 S B W 3 S B W 4 8 " W D B S T G R L A N D S C A P I N G S E P T I C T A N K D R A I N F I E L D S E P T I C W S T E P S S T E P S E L E C T R I C B O X G R S T A N K P R O P A N E 1 2 0 G A L . 1 4 W / L T S O I L 1 8 " C M P 5 6 S R 1 3 3 8 W H I T E O A K R D 2 2 ’ B S T G A T E M T L S R 1 3 9 5 C O V E C R E E K R D 2 2 ’ B S T 2 8 .0 0 ’ P R I V A T E R /W P R I V A T E R /W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W P R I V A T E R / W 2 5 .0 0 ’W / C B L T A N K S E P T I C R A M P W D D R A I N L I N E S P O N D E L E V . 2 4 8 3 .6 5 ’ 9 .3 5 ’ L E F T -B Y 1 - S T A 9 +2 1 .4 6 B M #4 D A N I E L B O O N E M E S S E R D .B . 3 7 5 P G . 2 2 2 D .B . 1 3 6 P G . 5 1 1 D .B . 3 8 7 P G . 1 5 9 5 +0 0 .0 0 P O T D O R O T H Y N I C K E L S D .B . 6 9 0 P G . 1 7 0 2 P C . B S L O T 3 2 0 3 2 S F D P C . B S L O T 3 2 0 3 D .B . 7 0 0 P G . 1 3 4 0 R O N A L D M . G A D D Y P I T B U R N H A R R Y A . B R U N S O N D .B . 7 3 3 P G . 4 9 2 P C . B S L O T 3 8 7 E P C . B S L O T 3 8 7 E D .B . 7 3 3 P G . 4 8 8 H A R R Y A . B R U N S O N E L E V . 2 4 7 1 .7 4 ’ 1 0 7 .4 0 L E F T ’ -B L - S T A 1 4 +1 3 .8 6 B M #3 E L E V . 2 4 8 4 .5 1 ’ 2 9 .3 7 ’ R I G H T -B L - S T A 1 1 +7 9 .7 4 B M #2 W O O D S S R 1 3 5 0 M E D L E Y D R . 1 0 ’ B S T D .B . 5 3 1 P G . 6 6 7 D O R O T H Y N I C K E L S D .B . 6 9 0 P G . 1 7 0 2 P C . B S L O T 3 2 0 3 D O R O T H Y N I C K E L S P C . B S L O T 3 2 0 3 T A N K P R O P A N E 3 2 5 G A L . 2 S F D P O W E R B O X W O O D S W O O D S W O O D S W O O D S 2 S F D 2 S F D W O O D S W O O D S -Y 2 - P O T S t a . 1 0 +7 6 .9 2 -L - P O T S t a . 1 1 +0 3 .3 7 = -B L -4 P O T 1 4 +5 8 .7 4 =-Y 1 - P O T S t a . 1 0 +8 9 .1 9 -L - P O T S t a . 1 0 +1 8 .6 8 = -B L -3 P I N C 1 3 +7 0 .3 7 = -B L -2 P O T 1 0 +8 6 .6 2 = M A R Y F . M E D L E Y D .B . 7 6 9 P G . 3 0 8 D .B . 4 3 6 P G . 1 7 4 1 P C . B S L O T 3 8 7 E -B Y 1 - 6 -L 2 - P O T S t a . 1 0 +2 3 .4 8 P O T 1 0 +0 1 .6 4 = -L 2 - P O C S T A . 1 2 +2 3 .4 5 -B Y 1 - 5 7 +9 5 .9 6 P I N C = C O R T O C L 3 8 .8 2 ’+4 6 .2 6 D A N I E L B O O N E M E S S E R D .B . 3 7 5 P G . 2 2 2 D .B . 1 3 6 P G . 5 1 1 D .B . 3 8 7 P G . 1 5 9 D A N I E L B O O N E M E S S E R D .B . 3 7 5 P G . 2 2 2 D .B . 1 3 6 P G . 5 1 1 D .B . 3 8 7 P G . 1 5 9 M A R V I N J . S U T T O N D .B . 3 7 6 P G . 7 9 6 P C . B S L O T 3 8 7 E P R O P E R T Y O W N E R S P C . B S L O T 3 8 7 E D .B . 7 3 3 P G . 4 8 8 H A R R Y A . B R U N S O N P C . B S L O T 3 8 7 E D .B . 7 3 3 P G . 4 8 8 H A R R Y A . B R U N S O N D A N I E L B O O N E M E S S E R D .B . 3 7 5 P G . 2 2 2 D .B . 1 3 6 P G . 5 1 1 D .B . 3 8 7 P G . 1 5 9 D A N I E L B O O N E M E S S E R D .B . 3 7 5 P G . 2 2 2 D .B . 1 3 6 P G . 5 1 1 D .B . 3 8 7 P G . 1 5 9 3 S T E E L B E A M S S T E E L A N D W D R A I L S W D D E C K W / B S T C O V E R C O N C W W C O N C A N D W D E N D B E N T S S T E E L T R U S S B R I D G E W / W D B R I D G E A D D I T I O N N O T E : E X I S T . B R I D G E D E S C R I P T I O N F F F F F F F F F F C C C C C C C C C C C 1 5 " T B D I T B D I O P E N I N G (T O T A L 4 ) 8 " x 4 " D R A I N A G E R O A D W A Y F I L L T O N A T U R A L G R O U N D N O T E : R E M O V E E N D B E N T S 1 & 2 A N D R E T U R N 4 0 2 4 0 1 4 0 3 1 2 " C M P R E M . E X I S T . 1 5 " S H E E T 5 S E E D E T A I L ’A ’ E S T . 1 6 5 S Y G E O T E X T I L E (2 F T . T H I C K ) E S T . 1 5 0 T O N S C L A S S I I R I P -R A P F L O O D P L A I N E X C A V A T I O N S H E E T 5 S E E D E T A I L ’B ’ E S T . 4 5 S Y G E O T E X T I L E E S T . 4 0 T O N S R I P -R A P B A N K S T A B I L I Z A T I O N N A D 8 3