The URL can be used to link to this page

Home My WebLink About20130718 Ver 1_Application_20130712 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 AND E NVIRONMENTAL A NALYSIS 1598 M AIL S ERVICE C ENTER R ALEIGH NC 27699-1598 T ELEPHONE : 919-707-6000 FAX: 919-212-5785 W EBSITE :NCDOT .GOV LOCATION: C ENTURY C ENTER , B UILDING B 1020 B IRCH R IDGE D RIVE R ALEIGH NC 27610 July 10, 2013 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Amanda Fuemmeler NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 23, 33 and 13 for the proposed replacement of Bridge No. 215 over Mountain Creek on SR 1542 in Stanly County, Federal Aid Pr oject No. BRZ-1542(7), WBS 42296.1.1, Division 10, TIP No. B-5137. Dear Madam: The North Carolina Department of Transporta tion (NCDOT) proposes to replace Bridge No. 215 over Mountain Creek on SR 1542 with an 85’ long, two-span cored slab bridge on the existing alignment. Traffic will be maintained during construction via an offsite detour. There will be <0.01 acre of mechanized clearing in wetlands to accommodate new roadway slopes, 8 linear feet of stream bank stabilizati on at the outlet of a base ditch and 10 linear feet (<0.01 acre) of temporary stream impact s associated with installation of the bank stabilization. Please see enclosed copies of the Pre-C onstruction Notification (PCN), stormwater management plan, permit drawings and design plans for the above-referenced project. The Programmatic Categorical Exclusion (PCE) wa s completed in January 2012 and distributed shortly thereafter. Additional copies are available upon request. 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 23 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge 215 over Mountain Creek on SR 1542 2b. County: Stanly 2c. Nearest municipality / town: Albemarle 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5137 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.38765 Longitude: - 82.16174 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 1.2 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Mountain Creek 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Yadkin-Pee Dee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use within the vicinity of the project consists of about 30% forest land (including mixed pine-hardwood forests), 30% developed or disturbed lands (roadsides and residentia l areas) and 40% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0.27 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 155 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating of 22.4 of 100) bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 46-foot single-span bridge with a 85' long, two-span cored slab bridge on the existing alignment with a temporary off-site detour. Standard road bui lding equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Rapanos and JD packet sent February 2009. NCDOT is requesting a final JD with this permit. Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Mulkey Other: USACE desired to issue JD w/permit instead 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. DWQ performed site visit 3/31/09 and verified via letter 4/1/09. USACE was sent JD package in 2009 and new USACE wetland determination forms in 2011. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Mechanized clearing Bottomland Hardwood Forest Yes No Corps DWQ <0.01 Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ 2g . Total wetland impacts <0.01 Permanent 0 Temporary 2h. Comments: Impact is from mechanized clearing to accommodate new roadway slopes 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 2 P T Bank Stabilization Mountain Creek PER INT Corps DWQ 35 8 Site 2 P T Bank Stabilization Mountain Creek PER INT Corps DWQ 35 10 (<0.01 ac) Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ Site 5 P T PER INT Corps DWQ Site 6 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 8 Perm 10 Temp (<0.01 ac) 3i. Comments: Bank stabilization at the outlet of a 2’ base ditch in the northeast quadrant. Small amount of temporary impacts associated with installation of bank stabilization. 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled 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, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a . Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer area. 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed cored slab bridge is significantly longer than t he existing bridge, and will span Mountain Creek. The longer bridge will allow for excavation of road fill under the crossing, which will improve bridge conveyance and reduce the bridge opening velocities. No water will be directly discharged to the creek via deck drains. Grass shoulders will be provided, promoting sheet flow and infiltration. The drainage systems in the vicinity of the bridge will outlet to a rip rap pad. 1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techniques. Traffic will be maintained off-site during construction, eliminating the need for a temporary on-site detour. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving stream due to erosion and runoff. 2. Compensatory Mitigation for Impacts to Wate rs of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: No loss of waters of U.S. 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 8 linear feet of stream bank stabilization activities (including the 10 linear feet of temporary stream impacts associated with the stabilization) or the <0.01 acre of mechanized clearing in the wetland. 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 subject to compensatory mitigation. Furthermore, the proposed bank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization and minimizing impacts to the environment. The <0.01 acre of mechanized clearing in the wetland is well below the threshold of impacts requiring mitigation (verified this with USACE 6/28/13). 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 8 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate th e amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: If required from 1a, see attached buffer permit drawings. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Programmatic Categorical Exclusion (PCE) approved 1/12/12 Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposit ion (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable (Version 1.2; Released September 2011) 42296.1.1 B-5137 County(ies):Stanly Page 1 of 1 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Surrounding Land Use: Residental 500 ft. 2300/2300 0.25 Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Buffer Rules in Effect Project Description None No None NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Water Supply IV (WS-IV) Other Stream Classification: City/Town: 1020 Birch Ridge Dr.Address: Albemarle 919.707.6711 Stanly ac. General Project Narrative:The project consists of replacing Bridge #215 on SR 1542 (Ridge Rd.) over Mountain Creek. The approach work will consist of raising the existing roadway grade and providing grass shoulders and guardrails. Bridge #215 existing 1 span structure (46' total length) will be replaced with a 2 span (1 @ 55', 1 @ 30', cored slab bridge) 85' total length. Best Management Practices: -Promotion of sheet flow and infiltration with grass shoulders. -Drainage systems outlet to rip rap pad. -Removal of existing road fill under bridge will improve bridge conveyance and reduce the bridge opening velocities. Typical Cross Section Description: References 1500(2012) 0.27 Average Daily Traffic (veh/hr/day): ac. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Galen Cail Bridge Replacement General Project Information Address: 3/28/2013 Raleigh, NC 27610 Project/TIP No.: NCDOT Contact: Project No.:42296.1.1 B-5137 Contractor / Designer: gcail@ncdot.gov Yadkin-Pee Dee 13-5-(0.7) 2-12' lanes with 6' shoulders (4' paved) Bridge will be 2-12' lanes with 4.9' shoulders 2-10' lanes, 2' shoulder width. Bridge 10' lanes with 1' shoulders. N/A NCDWQ Stream Index No.: Supplemental: Class C None Primary: Mountain Creek STANLY COUNTY DHV D T V = = = = = = % % MPH ADT ADT % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FUNC CLASS = 50 DUAL 4%* TTST =1% RURAL COLLECTOR 50 100 50 25 SUBREGIONAL TIER B-5137 TIP PROJECT OFFSITE DETOUR -L- STA. 14+67.13 BEGIN BRIDGE 50 25 50 100 10 5 10 20 LENGTH OF ROADWAY TIP PROJECT B-5137 = 0.079 MILES LENGTH OF STRUCTURE TIP PROJECT B-5137 = 0.016 MILES TOTAL LENGTH OF TIP PROJECT B-5137 = 0.095 MILES 1537 1544 1543 1545 1546 1524 T O A L B E M A R L E 1542 1537 TO SR 1545 (MOUNTAIN VIEW CHURCH RD.) ON SR 1542 (RIDGE RD.) 2012 2035 1504 2300 60 10 5 1542 L a t o n R d . L a t o n R d . K i r k R d . OCTOBER 15, 2013 -L - ANY MUNICIPAL BOUNDARIES THIS PROJECT IS NOT WITHIN 4 M O U N T A I N C R E E K M O U N T A I N C R E E K REPLACE BRIDGE NO. 215 OVER MOUNTAIN CREEK BEGIN TIP PROJECT B-5137 -L- STA. 12+00.00 -L- STA. 17+00.00 END TIP PROJECT B-5137 GRADING, PAVING, DRAINAGE & STRUCTURE AUGUST 17, 2012 -L- STA. 15+54.87 END BRIDGE 0 0 0 PROFILE (HORIZONTAL) 42296.1.1 P.E. 42296.2.1 R/W & UTIL. BRZ-1542(7) BRZ-1542(7) 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-5137 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ 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 - 5 1 3 7 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 TO THE LIMITS ESTABLISHED BY METHOD III CLEARING LIMITS ON THS PROJECT SHALL BE PERFORMED W. T. BEST G. E. BREW, PE WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 2 740 P R O P O S E D /U N D E R C O N S T R U C T I O N Farm B r o a d w a y Bapt. Ch. Dunns Grove Creek Ch. New Mountain ( Of Jehovah’s Witnesses Congregation Albemarle 740 ( R i d g e R d . W i n s t o n - S a l e m S o u t h b o u n d R a i l w a y R i d g e R d . R u m m a g e R d . S h a v e r R d . 740 ( Mt. View Church Rd. M o u n t a i n C r e e k v v v #215 N A D 8 3 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN CLEARING DENOTES MECHANIZED ** * * *** ** * * SITE 1 SITE 2 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’100’100’ * 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 l d c l a w s o n 4 /2 /2 0 1 3 S TS TS * S E E D E T A I L A 2 .0 B A S E D I T C H 1 5 " S E E D E T A I L B TB 2GI ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H 2 : 1 D B b d 2 :1 1 "/F t . F R O M -L - 1 5 +0 5 R T T O 1 6 +5 0 R T D E T A I L A b=2.0 Ft. B=2.0 Ft. M a x . d =2 .0 F t . M i n . D =1 .0 F t . *W h e n B i s < 6 .0 ’ T y p e o f L i n e r = B R i p -R a p Ground Natural Fabric Filter Slope Fill ( N o t t o S c a l e ) R I P R A P A T E M B A N K M E N T F R O M -L - 1 5 +0 5 R T D E T A I L B 4.0’ G e o t e x t i l e =3 .0 s y T y p e o f L i n e r =9 .0 T O N S ,C L I I R i p -R a p 1.0’ Grade Ditch 2.0’ Fabric Filter 1 5 " TB 2GI v #215 H T R H T R G G R G R S D K W D C O N C 12" RCP 1 2 " R C P 1 2 " R C P 1 5 " R C P S 1 8 " R C P C O N C G R 1 0 0 . 0 0 ’ 3 0 " R C P PDE 3 CEM INV=536.62’ INV=535.31’ WOOD WWs 6 0 . 0 0 ’ S R 1 5 4 2 R I D G E R D 2 5 ’ B S T S R 1 5 4 2 R I D G E R O A D 2 4 ’ B S T S O I L & G R A V E L 6 0 . 0 0 ’ M O U N T A I N C R E E K M O U N T A I N C R E E K 1 5 1 0 GRAU 350 GRAU 350 GRAU 350 GRAU 350 TYPE III TYPE III TYPE III TYPE III N A D 8 3 / 9 5 SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP -L- 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-5137 $ $ $ $ $ $ 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 F D P S 4 ’ F D P S 4 ’ 1 2 ’ 1 2 ’ F D P S F D P S TYPE III TYPE III TYPE III TYPE III 1 2 ’ 1 2 ’ 4 ’ 4 ’ 2 4 ’ GUTTER SHOULDER BERM GUTTER SHOULDER BERM 3 2 ’- 1 0 " 4 ’- 5 " 4 ’- 5 " R / W R e v .: C o r r e c t e d o f f s e t d i s t a n c e f o r p r o p o s e d R / W L t . a n d R t . o f S t a . 1 7 + 0 0 .0 0 - L - . W T B 1 1 / 2 9 / 1 2 F F F F F F F F F F F F F F F F F F F TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN CLEARING DENOTES MECHANIZED ** * * *** ** * * SITE 1 SITE 2 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’100’100’ * 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 l d c l a w s o n 4 /2 /2 0 1 3 S TS TS * 5 3 2 5 3 2 5 3 2 5 3 2 533 5 3 3 5 3 3 5 3 3 5 3 3 5 3 3 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 4 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 536 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 6 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 537 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 537 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 7 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 538 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 538 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 5 3 8 538 5 3 8 5 3 8 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 539 5 3 9 539 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 3 9 5 4 0 5 4 0 5 4 0 540 540 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 540 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 540 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 540 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 1 5 4 1 5 4 1 5 4 1 541 5 4 1 5 4 1 541 5 4 1 5 4 1 5 4 1 5 4 1 5 4 1 5 4 1 5 4 1 541 5 4 1 5 4 1 5 4 1 5 4 1 5 4 1 541 5 4 1 5 4 1 5 4 1 5 4 1 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 5 4 2 542 542 542 5 4 2 542 5 4 2 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 543 543 5 4 3 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 544 544 5 4 4 5 4 4 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 545 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 6 546 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 546 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 5 4 6 5 4 7 547 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 8 548 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 8 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 5 0 5 5 0 550 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 550 5 5 0 550 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 0 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 551 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 1 5 5 2 5 5 2 5 5 2 552 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 2 5 5 3 5 5 3 5 5 3 5 5 3 553 5 5 3 5 5 3 5 5 3 553 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 553 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 554 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 5 5 5 5 5 5 555 5 5 5 5 5 5 5 5 5 5 5 5 555 5 5 5 5 5 5 555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 555 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 556 556 5 5 6 556 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 557 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 559 5 5 9 5 5 9 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 560 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 5 6 1 5 6 1 5 6 1 5 6 1 5 6 1 5 6 1 5 6 1 5 6 1 5 6 1 5 6 1 5 6 2 5 6 2 5 6 2 5 6 2 562 5 6 2 5 6 2 5 6 2 5 6 2 5 6 2 5 6 2 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 3 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 565 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 6 5 6 6 5 6 6 5 6 6 5 6 6 5 6 6 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 8 5 6 8 5 6 8 5 6 8 5 6 8 5 6 8 5 6 9 5 6 9 5 6 9 5 6 9 5 6 9 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 0 5 7 1 5 7 1 5 7 1 5 7 1 5 7 1 5 7 2 5 7 2 5 7 2 572 5 7 3 5 7 3 5 7 3 5 7 3 5 7 4 5 7 4 5 7 4 5 7 4 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 6 5 7 6 5 7 6 5 7 6 5 7 7 5 7 7 5 7 7 5 7 7 5 7 8 5 7 8 5 7 8 5 7 8 578 5 7 9 5 7 9 5 7 9 5 7 9 5 8 0 5 8 0 5 8 0 5 8 0 5 8 0 5 8 0 5 8 0 580 5 8 1 5 8 1 5 8 1 5 8 2 5 8 3 S E E D E T A I L A 2 .0 B A S E D I T C H 1 5 " S E E D E T A I L B TB 2GI ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H 2 : 1 D B b d 2 :1 1 "/F t . F R O M -L - 1 5 +0 5 R T T O 1 6 +5 0 R T D E T A I L A b=2.0 Ft. B=2.0 Ft. M a x . d =2 .0 F t . M i n . D =1 .0 F t . *W h e n B i s < 6 .0 ’ T y p e o f L i n e r = B R i p -R a p Ground Natural Fabric Filter Slope Fill ( N o t t o S c a l e ) R I P R A P A T E M B A N K M E N T F R O M -L - 1 5 +0 5 R T D E T A I L B 4.0’ G e o t e x t i l e =3 .0 s y T y p e o f L i n e r =9 .0 T O N S ,C L I I R i p -R a p 1.0’ Grade Ditch 2.0’ Fabric Filter 1 5 " TB 2GI v #215 H T R H T R G G R G R S D K W D C O N C 12" RCP 1 2 " R C P 1 2 " R C P 1 5 " R C P S 1 8 " R C P C O N C G R 1 0 0 . 0 0 ’ 3 0 " R C P PDE 3 CEM INV=536.62’ INV=535.31’ WOOD WWs 6 0 . 0 0 ’ S R 1 5 4 2 R I D G E R D 2 5 ’ B S T S R 1 5 4 2 R I D G E R O A D 2 4 ’ B S T S O I L & G R A V E L 6 0 . 0 0 ’ M O U N T A I N C R E E K M O U N T A I N C R E E K 1 5 1 0 GRAU 350 GRAU 350 GRAU 350 GRAU 350 TYPE III TYPE III TYPE III TYPE III N A D 8 3 / 9 5 SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP -L- 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-5137 $ $ $ $ $ $ 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 F D P S 4 ’ F D P S 4 ’ 1 2 ’ 1 2 ’ F D P S F D P S TYPE III TYPE III TYPE III TYPE III 1 2 ’ 1 2 ’ 4 ’ 4 ’ 2 4 ’ GUTTER SHOULDER BERM GUTTER SHOULDER BERM 3 2 ’- 1 0 " 4 ’- 5 " 4 ’- 5 " R / W R e v .: C o r r e c t e d o f f s e t d i s t a n c e f o r p r o p o s e d R / W L t . a n d R t . o f S t a . 1 7 + 0 0 .0 0 - L - . W T B 1 1 / 2 9 / 1 2 F F F F F F F 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. $ $ $ $ $ $ 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 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’50’50’ 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 l d c l a w s o n 4 /2 /2 0 1 3 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED * * * * ** * ** * * SITE 1 SITE 2 * S TS TS * S E E D E T A I L A 2 .0 B A S E D I T C H 1 5 " 1 5 " #215 1 5 " R C P G R 3 0 " R C P 3 CEM WOOD WWs S R 1 5 4 2 R I D G E R O A D 2 4 ’ B S T S O I L & G R A V E L 6 0 . 0 0 ’ M O U N T A I N C R E E K 1 5 GRAU 350 GRAU 350 GRAU 350 GRAU 350 TYPE III TYPE III TYPE III TYPE III SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP F F F F F F F F F F F F F F F F F F F GRADE EL.= 544.53’ 120 SKEW 1 @ 55’, 1 @ 30’ : 21" CORED SLAB STA. 15+11 -L- 1 . 5 : 1 1 .5 :1 R : \ H y d r a u l i c s \ P e r m i t s _ E n v \ D r a w i n g l d c l a w s o n 4 /2 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’100’200’100’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 5 B-5137 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 16 17 18 19 525 535 545 555 565 PI = 14+50.00 EL = 539.36’ (-)2 .3 5 3 9 % (+)4 .4 7 7 9 %(+)4 .4 7 7 9 % (TYP.) CLASS II RIP RAP +/- 140 cu.yds. OR APPROXIMATE ELEV. 537.5 ABUTMENT EXCAVATION TO NG RT. AND LT +/- 120 cu.yds. ABUTMENT EXCAVATION N.W.S.=535.6’ 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 75 535 535 540 540 545 545 550 550 555 555 530 530 13+00.00 535 535 540 540 545 545 550 550 555 555 530 530 13+50.00 535 535 540 540 545 545 550 550 555 555 530 530 14+00.00 535 535 540 540 545 545 550 550 530 530 14+50.00 X-2 B-5137 -L- 2.5 5 $ $ $ $ $ $ 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 R : \ H y d r a u l i c s \ P e r m i t _ E n v \ D r a w i n g l d c l a w s o n 4 /2 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING WLB WLB WLB 2 : 1 2 :1 0 .0 2 0 0 .0 2 0 2 : 1 2 :1 0 .0 2 0 0.012 2 : 1 2 :1 0 .0 2 0 0.008 2 : 1 2 :1 0 .0 2 0 0 .0 2 0 5 4 3 . 2 6 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 13+30 Lt. <.01 2 15+00 Rt.Bank Stabilization <.01 <.01 8 10 TOTALS:<.01 <.01 <.01 8 10 ATN Revised 3/31/05 SHEET 4/11/2013 WBS - 42296.1.1 (B-5137) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTS WETLAND IMPACTS COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS S T A N L Y C O U N T Y D H V D T V ====== %%M P H A D T A D T % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS F U N C C L A S S = 5 0 D U A L 4 % * T T S T = 1 % R U R A L C O L L E C T O R 5 0 1 0 0 5 0 2 5 S U B R E G I O N A L T I E R B - 5 1 3 7 T I P P R O J E C T O F F S I T E D E T O U R - L - S T A . 1 4 + 6 7 . 1 3 B E G I N B R I D G E 5 0 2 5 5 0 1 0 0 1 0 5 1 0 2 0 L E N G T H O F R O A D W A Y T I P P R O J E C T B - 5 1 3 7 = 0 . 0 7 9 M I L E S L E N G T H O F S T R U C T U R E T I P P R O J E C T B - 5 1 3 7 = 0 . 0 1 6 M I L E S T O T A L L E N G T H O F T I P P R O J E C T B - 5 1 3 7 = 0 . 0 9 5 M I L E S 1 5 3 7 1 5 4 4 1 5 4 3 1 5 4 5 1 5 4 6 1 5 2 4 T O A L B E M A R L E 1 5 4 2 1 5 3 7 TO SR 1545 (MOUNTAIN VIEW CHURCH RD.) O N S R 1 5 4 2 ( R I D G E R D . ) 2 0 1 2 2 0 3 5 1 5 0 4 2 3 0 0 6 0 1 0 5 1 5 4 2 L a t o n R d . L a t o n R d . K i r k R d . O C T O B E R 1 5 , 2 0 1 3 - L - A N Y M U N I C I P A L B O U N D A R I E S T H I S P R O J E C T I S N O T W I T H I N 4 M O U N T A I N C R E E K M O U N T A I N C R E E K R E P L A C E B R I D G E N O . 2 1 5 O V E R M O U N T A I N C R E E K B E G I N T I P P R O J E C T B - 5 1 3 7 - L - S T A . 1 2 + 0 0 . 0 0 - L - S T A . 1 7 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 3 7 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 A U G U S T 1 7 , 2 0 1 2 - L - S T A . 1 5 + 5 4 . 8 7 END BRIDGE 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 42296.1.1 P.E. 42296.2.1 R/W & UTIL. BRZ-1542(7) BRZ-1542(7) 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 : STATE STATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO.TOTAL SHEETS N.C.SHEET 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 : SIGNATURE:SIGNATURE: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 PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN 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-5137 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 2 2 -F E B -2 0 1 3 1 1 :3 2 R :\R o a d w a y \P r o j \B -5 1 3 7 _R d y _t s h .d g n $$$$U S E R N A M E $$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 C O N T R A C T :T I P P R O J E C T :B -5 1 3 7 D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I I C L E A R I N G L I M I T S O N T H S P R O J E C T S H A L L B E P E R F O R M E D W. T. BEST G. E. BREW, PE 7 4 0 P R O P O S E D /U N D E R C O N S T R U C T I O N B a p t . C h . D u n n s G r o v e C r e e k C h . N e w M o u n t a i n (O f J e h o v a h ’ s W i t n e s s e s C o n g r e g a t i o n A l b e m a r l e 7 4 0 ( W i n s t o n - S a l e m S o u t h b o u n d R a i l w a y 7 4 0 ( M o u n t a i n C r e e k v v v # 2 1 5 N A D 8 3 Fa r m B r o a d w a y R i d g e R d . R i d g e R d . R u m m a g e R d . S h a v e r R d . M t . V i e w C h u r c h R d . 4 : 1 GRADE POINT 4 : 1 GRADE POINT P A V E M E N T S C H E D U L E 2 :1 2 :1 6 :1 2 :1 2 :1 6 :1 4 ’ F D P S 4’FDPS GRADE POINT 8 ’ 6 ’ 12’12’ 4 ’ F D P S 4’FDPS C L 12’12’ 0 . 0 2 0.02 0 . 0 2 0.02 0.02 0.02 8 ’ 6 ’ 12’12’C L EXISTING 24’DO NOT USE FOR CONSTRUCTION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEER ENGINEER 2 B-5137 PAVEMENT DESIGN 6 /2 /9 9 2 2 -F E B -2 0 1 3 1 1 :3 2 R :\R o a d w a y \P r o j \B -5 1 3 7 _R d y _t y p .d g n $$$$U S E R N A M E $$$$ 6 :1 6 :1 USE TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 2 -L- Sta. 13+90.00 TO 14+67.13 (BEGIN BRIDGE)-L- Sta. 15+54.87 (END BRIDGE) TO 16+30.00 -L- Sta. 16+30.00 TO 17+00.00 USE TYPICAL SECTION NO. 3 TO Sta. 15+54.87 (END BRIDGE)-L- Sta. 14+67.13 (BEGIN BRIDGE) -L- Sta. 12+00.00 TO 13+90.00 0 .0 8 0 . 0 8 0 . 0 8 0 .0 8 VAR. SEE X-SECT VAR. SEE X-SECT V A R . S E E X - S E C T V A R . S E E X - S E C T / / / / / / / / / / / / M I N . U E 2 4 " M I N . M I N . M I N . 4 " 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 C 2 D 2 D 1 C 1 E 2 G R A D E T O T H I S L I N E GRADE TO THIS LINE G R A D E T O T H I S L I N E D 1 C1 C1 C 1 D1 D1 T1 T1 T 1 T 1 E 1 E1 E1 E 1 6’*D1 C 1 U1 GRADE TO THIS LINE 6’* 2 . 5 " 2 . 5 " W1 * 9’ W/GUARDRAIL * 9’ W/GUARDRAIL 4 ’ - 9 " 4’-9"36’TYPICAL SECTION NO. 3 TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 1 33’-6" " 2 - 1 1 "2 -1 1 W 1 W1 " 4 3 7 "4 3 7 "4 3 7 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 . C 1 P R O P . A P P R O X . 1 1 / 4 " 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 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 T O E X C E E D 1 1 / 2 " I N D E P T H . C 2 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 I N T E R M E D I A T E C O U R S E , D 2 G R E A T E R T H A N 4 " I N D E P T H . T Y P E I 1 9 . 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 2 " I N D E P T H O R E A R T H M A T E R I A L . T 1 E X I S T I N G P A V E M E N T . U 1 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 T H A N 5 " I N D E P T H . 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 E 2 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 . P R O P . A P P R O X . 4 " 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 , E 1 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 . 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 W 1 D 1 P R O P . A P P R O X . 2 1 / 2 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , T Y P E I 1 9 . 0 B , A T A N A V E R A G E R A T E O F 2 8 5 L B S . P E R S Q . Y D . S E E D E T A I L A 2 . 0 B A S E D I T C H S T A . 1 4 + 3 5 - L - B E G I N S B G R e t a i n F a b r i c F i l t e r S l o p e F i l l G r a d e D i t c h 2 . 0 ’ F a b r i c F i l t e r G r o u n d N a t u r a l Fabric Filter S T A . 1 6 + 1 0 - L - E N D S B G SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP -L- 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-5137 2 2 -F E B -2 0 1 3 1 1 :3 3 R :\R o a d w a y \P r o j \B -5 1 3 7 _R d y _p s h .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS F D P S 4 ’F D P S 4 ’1 2 ’1 2 ’F D P S F D P S TYPE III TYPE III TYPE III TYPE III 1 2 ’1 2 ’4 ’4 ’2 4 ’GUTTER SHOULDER BERM GUTTER SHOULDER BERM 3 2 ’-1 0 "4 ’-5 "4 ’-5 " R /W R e v .: C o r r e c t e d o f f s e t d i s t a n c e f o r p r o p o s e d R /W L t . a n d R t . o f S t a . 1 7 +0 0 .0 0 -L -. W T B 1 1 /2 9 /1 2 1 5 -L-P I S t a 1 2 +7 7 .1 8 D L = 3 7 0 .7 8 ’T = 1 8 5 .8 0 ’R = 2 ,2 7 0 .0 0 ’PI Sta 16+99.48 D L = 113.33’T = 56.67’R = 8,000.00’ 1 0 P C S t a . 1 0 + 9 1 . 3 8 P T S t a . 1 4 + 6 2 . 1 6 PC Sta. 16+42.81 PT Sta. 17+56.14 P O T S t a . 1 9 +5 2 .2 1 -L- P O T S t a . 1 0 + 0 0 . 0 0 - L - S T A . 1 2 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 3 7 -L- STA. 17+00.00 END TIP PROJECT B-5137 - L - S T A . 1 5 + 5 4 . 8 7 E N D B R I D G E 2 4 ’ .0 2 5 0 ’ T A P E R R T & L T 50’ TAPER RT & LT GRAU 350 G R A U 3 5 0 GRAU 350 G R A U 3 5 0 E X I S T .0 2 25’ 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 INC E X I S T . .0 1 .0 0 .0 1 .0 2 1 2 ’1 2 ’ I N C . 2 5 ’ +7 5 .0 2 .0 1 .0 0 .0 1 .0 2 4 ’ F D P S 1 2 ’1 2 ’ F D P S 4 ’ 2 5 ’ I N C . +3 0 .0 2 .0 2 .0 3 .0 3 .0 4 .0 4 +1 2 .5 2 5 ’ I N C . 3 2 ’-1 0 " - L - S T A . 1 4 + 5 6 . 2 8 B E G I N A P P R O A C H S L A B - L - S T A . 1 4 + 6 7 . 1 3 B E G I N B R I D G E - L - S T A . 1 5 + 6 5 . 7 2 E N D A P P R O A C H S L A B v # 2 1 5 H T R H T R G G R G R S DK WD C O N C 12" RCP 12" RCP 12" RCP 1 5 " R C P S 1 8 " R C P C O N C G R EXISTING R/W EXISTING R/W 1 0 0 .0 0 ’N 2 3 4 5 ’0 3 " W N 2 3 5 2 ’5 6 " W 4 .0 1 ’DB 1387 PG 928 D B 3 4 5 P G 6 2 8 DB 366 PG 556 DB 858 PG 162 WENDY DAWN TURNER N 0 4 1 3 ’5 9 " E 9 5 .6 3 ’ D B 9 8 8 P G 3 2 4 E L I Z A B E T H C . T A L B E R T D O U G L A S W . T A L B E R T S 0 4 2 4 ’4 1 " W 2 4 3 .0 4 ’ S 2 8 5 6 ’ 0 5 " E 2 8 2 . 8 4 ’ S U S A N M . M E H T A N A L I N C . M E H T A D B 1 1 9 0 P G 7 3 1 U S E S T H I S R O A D T O A C C E S S T H E I R P R O P E R T Y H O R N E T ’ S N E S T G I R L S C O U T C O U N C I L , I N C . 3 0 " R C P N 4 3 1 1 ’0 4 " W 1 8 5 .6 2 ’ PDE M O N U M E N T G R A N I T E M O N U M E N T G R A N I T E M O N U M E N T G R A N I T E M O N U M E N T G R A N I T E N 6 6 5 2 ’0 3 " E 3 6 1 .0 4 ’ S 8 6 2 0 ’0 9 " E 1 3 8 .6 0 ’ S 0 3 1 7 ’0 2 " W 3 3 7 .7 3 ’ S 0 3 1 7 ’0 2 " W 5 5 7 .1 4 ’ C E M B M # 1 12.71’ 6 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W S R 1 5 4 2 R I D G E R D 2 5 ’ B S T S R 1 5 4 2 R I D G E R O A D 2 4 ’ B S T 1 . 9 4 ’ S O I L & G R A V E L WITHIN PROJECT LIMITS NO U/G UTILITIES FOUND R U B Y M . A L M O N D , E S T A T E RUBY M. ALMOND, ESTATE BL-52 B L - 5 1 B L - 5 0 BL-8 6 0 .0 0 ’ M O U N T A I N C R E E K M O U N T A I N C R E E K BRIAN C. BURNSIDE C O U R T N E Y G . B U R N S I D E & 3 5 ’ + 5 0 + 3 0 55’+50 +85 + 6 2 . 1 6 + 0 0 + 0 0 4 5 ’ 3 0 ’ + 3 5 3 0 ’ 3 0 ’ 3 0 ’ 3 0 ’ 45’35’30’+00 29.89’+00 4 8 ’ 3 5 ’ 3 0 ’ + 2 7 3 0 ’ + 4 5 +00 1 2 30.20’29.80’ S E E D E T A I L C t o S . P . ( T Y P . ) C L A S S I I R I P R A P 1 5 " S E E D E T A I L B 5 S . Y . G E O T E X T I L E 1 . 0 T O N S C L B R I P R A P T B 2 G I ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H 2 :1 D B b d 2 :1 1 " / F t . F R O M - L - 1 5 + 0 5 R T T O 1 6 + 5 0 R T D E T A I L A b = 2 . 0 F t . B = 2 . 0 F t . M a x . d = 2 . 0 F t . M i n . D = 1 . 0 F t . * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = B R i p - R a p G r o u n d N a t u r a l ( N o t t o S c a l e ) R I P R A P A T E M B A N K M E N T F R O M - L - 1 5 + 0 5 R T D E T A I L B 4 . 0 ’ G e o t e x t i l e = 3 . 0 s y T y p e o f L i n e r = 9 . 0 T O N S , C L I I R i p - R a p 1 . 0 ’ F R O M - L - 1 5 + 9 0 L T T O 1 7 + 0 0 L T F i l l S l o p e 2 :1 o r F l a t t e r b = 2 . 0 F t . d = 2 . 0 F t . T y p e o f L i n e r = C l a s s B R i p - R a p b DETAIL C ( Not to Scale)TOE PROTECTION d 1 5 "T B 2 G I 0 4 1 0 0 4 1 1 0 4 1 2 0 4 1 3 F F F F F F F F F F F F F F F F F F F N A D 8 3 / 9 5 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /1 4 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 5 B-5137 2 2 -F E B -2 0 1 3 1 1 :3 3 R :\R o a d w a y \P r o j \B -5 1 3 7 _r d y _p f l .d g n $$$$U S E R N A M E $$$$ E L E V . 5 4 5 . 2 4 ’ - L - S T A . 1 2 + 0 0 . 0 0 B E G I N G R A D E E L E V . 5 4 3 . 8 3 ’ - L - S T A . 1 4 + 6 7 . 1 3 B E G I N B R I D G E 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 19 5 2 5 5 3 5 5 4 5 5 5 5 5 6 5 P I = 1 4 + 5 0 . 0 0 E L = 5 3 9 . 3 6 ’ (- )2 .3 5 3 9 % ( + ) 4 . 4 7 7 9 %V C = 5 0 0 ’ K = 7 3 E L E V . 5 4 5 . 4 9 - L - S T A . 1 5 + 5 4 . 8 7 E N D B R I D G E E L E V . 5 5 0 . 5 5 ’ - L - S T A . 1 7 + 0 0 . 0 0 E N D G R A D E - L - 3 5 . 6 4 ’ O N T H E R T O F - L - S T A . 1 4 + 4 6 . 7 2 D E S C R I P T I O N : R R S P I K E I N 2 0 " O A K B M # 1 E L E V . = 5 4 0 . 8 2 ’ ( + ) 4 . 4 7 7 9 % 1 .5 :1 1 .5 :1 ( T Y P . ) C L A S S I I R I P R A P G R A D E E L . = 5 4 4 . 5 3 ’ 1 2 0 S K E W 1 @ 5 5 ’ , 1 @ 3 0 ’ : 2 1 " C O R E D S L A B S T A . 1 5 + 1 1 - L - + / - 1 4 0 c u . y d s . O R A P P R O X I M A T E E L E V . 5 3 7 . 5 A B U T M E N T E X C A V A T I O N T O N G R T . A N D L T + / - 1 2 0 c u . y d s . A B U T M E N T E X C A V A T I O N D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A F T D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 1 6 2 0 = 2 5 = 5 4 2 . 5 = 2 3 2 8 = 1 0 0 = 5 4 3 . 9 = + / - 2 3 2 0 = + / - 1 0 0 = 5 4 3 . 3 = = = 5 3 5 . 6 N . W . S . = 5 3 5 . 6 ’ P I =1 5 +5 0 .0 0 0 E l = 5 3 8 .9 0 ( + ) 6 . 8 8 8 9 % ( + ) 6 . 0 0 0 0 % E L E V 5 3 5 .8 0 S T A 1 5 +0 5 B E G I N D I T C H R T E L E V 5 4 4 .9 0 S T A 1 6 +5 0 E N D D I T C H R T 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 2 -F E B -2 0 1 3 1 1 :4 4 R :\R o a d w a y \X S C \B -5 1 3 7 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 1 + 5 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 2 + 0 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 2 + 5 0 . 0 0 X-1 B-5137 - L - 2.5 5 2 :1 0 .0 4 5 0 . 0 4 7 2 :1 2 :1 0 . 0 2 5 0 . 0 2 5 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 2 -F E B -2 0 1 3 1 1 :4 4 R :\R o a d w a y \X S C \B -5 1 3 7 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 3 + 0 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 3 + 5 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 4 + 0 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 3 0 530 1 4 + 5 0 . 0 0 X-2 B-5137 - L - 2.5 5 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 2 :1 2 :1 0 . 0 2 0 0 . 0 1 2 2 :1 2 :1 0 . 0 2 0 0 . 0 0 8 2 :1 2 :1 0 . 0 2 0 0 . 0 2 0 5 4 3 .2 6 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 2 -F E B -2 0 1 3 1 1 :4 4 R :\R o a d w a y \X S C \B -5 1 3 7 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 3 0 530 1 5 + 0 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 5 + 5 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 6 + 0 0 . 0 0 5 3 5 535 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 3 0 530 1 6 + 5 0 . 0 0 X-3 B-5137 - L - 2.5 5 0 . 0 2 0 0 . 0 2 0 2 :1 0 . 0 2 0 0 . 0 2 0 2 :1 2 :1 5 4 5 .0 1 538.90 0 . 0 2 0 2 .4 6 :1 2 :1 0 . 0 2 0 0 . 0 1 0 2 :1 2 :1 5 4 6 .3 9 541.73 2 :1 2 :1 0 . 0 2 0 0 . 0 1 0 2 :1 2 :1 544.90 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 2 2 -F E B -2 0 1 3 1 1 :4 4 R :\R o a d w a y \X S C \B -5 1 3 7 _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 6 0 560 5 3 5 535 1 7 + 0 0 . 0 0 5 4 0 540 5 4 5 545 5 5 0 550 5 5 5 555 5 6 0 560 5 3 5 535 1 7 + 5 0 . 0 0 X-4 B-5137 - L - 2.5 5 2 :1 2 :1 0 . 0 2 0 0 . 0 3 4