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Home My WebLink About20170636 Ver 1_B-4808 Rowan May 22 2017_20170522- '',N SYATF w ' a` r fi, hp''�, i'S�a� �x': :a ��:-- �'; `• �+y �c: .�1� w��m� S�': , `m,y,,,.uo''. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GovEiuvox May 22, 2017 U. S. Army Corps of Engineers Regulatory Field Ofiice 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. James Lastinger NCDOT Division 9 Project Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Application for Section 404 Nationwide Permit Nos. 23 and 33 and Section 401 Water Quality Certification for the replacement of Bridge No. 141 over the Second Creek Arm of High Rock Lake on SR 1004 (Stokes Ferry Road), Division 9, Rowan County, North Carolina. Federal Aid Project No. BRSTP — 1004 (25), TIP Project No. B-4808. Debit $240.00 from WBS 38578.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 141 over the Second Creek Arm of High Rock Lake on SR 1004 (Stokes Ferry Road) in Rowan County. The project will consist of replacing the existing five-span, 192-foot structure with a three-span, 212.5-foot bridge on the existing alignment. An on-site detour will be employed. Along the L-line, proposed impacts include 0.08 acre of permanent open water impacts due to the placement of rock fill associated with the bridge embankments; 0.11 acre of temporary open water impacts due to the placement of temporary causeways; <0.01 acre of permanent wetland fill; and <0.01 acre of inechanized clearing. Impacts along the on-site detour include <0.01 acre of temporary open water impacts at each of four separate locations due to the placement of rip rap on the banks of the lake at the end of temporary ditches; and 0.32 acre of temporary open water impacts due to the placement of temporary causeways. Please find enclosed the Pre-Construction Notification; Jurisdictional Determination; Stormwater Management Plan; permit drawings; and roadway plans for the subject project. A Categorical Exclusion (CE) was completed for this project in November 2016. The proposed let date for this project is January 16, 2018, with a let review date of November 28, 2017. However, the let date may advance as additional funds become available. A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.�ov/resources/Environmental/Pages/default.aspx, under Quick Links > MailingAddress: Telephone.• (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION FRX: (919� 212-5%HS 1 O2O BIRCH RIDGE DRNE NATURwL E1vVi[tONMENT SECTION Customer Service: I-877-368-4968 RnLEIGH NC 27610 1598 Mnn, SExv[cE CEiv�'Ex Website: www.ncdot.gov RatEtGx NC 27699-1598 Permit Applications. A copy of the CE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jim Mason at either jsmason@ncdot.gov or (919) 707-6136. Sincere}y, � ilo, .� / � o ��Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List B-4808 Permit Application Page 2 of 2 o`'�� W A r�RQG � r � � a � � , , , � o -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 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 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge No. 141 over the Second Creek Arm of High Rock Lake on SR 1004 (Stokes Ferry Road) 2b. County: Rowan 2c. Nearest municipality / town: Rockwell 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_4808 project no: 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 not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov 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. AgenUConsultant 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: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.588654 Longitude: - 80.350307 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 3.55 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Second Creek Arm of High Rock Lake proposed project: 2b. Water Quality Classification of nearest receiving water: WS-V, B 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: Stokes Ferry Road is classified as a Major Collector in the Statewide Functional Classification System and is not a National Highway System Route. Land use within the vicinity primarily consists of forested land, agriculture, silviculture, and low-density residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0.01 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 (only High Rock Lake) 3d. Explain the purpose of the proposed project: To replace a functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will consist of replacing the existing five-span, 192-foot structure with a three-span, 212.5-foot bridge on the existing alignment. An on-site detour will be employed. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: Action ID No. 2011009777 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary � Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): James Pflaum Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5/26/2011. JD expired; Project re-checked in September 2016; no changes to JDed features and no new features IDed. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 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. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. 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. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 1� P❑ T Perm. Fill Bottomland Hardwood Forest � YNo � pWQ <0.01 Mechanized � Yes � Corps Site 1� P❑ T Clearing Bottomland Hardwood Forest � No � pWQ <0.01 Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T Choose One ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.01 ac Perm. 0 ac Temp. 2h. Comments: 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 0 ft. Perm. 0 ft Temp. 3i. Comments: 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 individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T Second Creek O 1 � P❑ T Arm of High Perm. Fill Lake 0.02 Rock Lake Second Creek O 1 � P❑ T Arm of High Perm. Fill Lake 0.05 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Causeway Lake 0.05 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Causeway Lake 0.06 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Fill (Detour) Lake <0.01 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Fill (Detour) Lake <0.01 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Fill (Detour) Lake <0.01 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Fill (Detour) Lake <0.01 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Causeway (Detour) Lake 0.16 Rock Lake Second Creek O 1 ❑ P� T Arm of High Temp. Causeway (Detour) Lake 0.16 Rock Lake 4f. Total open water impacts 0.08 ac Permanent 0.44 ac Temporary 4g. Comments: Totals are rounded. In addition to the above impacts, there will be two interior bents placed in the lake, each of which is approximately 152 sq. ft. in area (0.0035 ac. each), totaling 304 sq. ft. (0.007 ac.). 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or Flo number purpose of pond Flo�ode Filled Excavated od Filled Excavated Flooded ed 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. 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 an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Permanent (P) or Reason for Buffer mitigation Zone 1 impact Zone 2 impact Tem ora T im act Stream name re uired? s uare feet s uare feet Site ❑ P ❑ T ❑ Yes ❑ No Site ❑ P ❑ T ❑ Yes ❑ No ❑ Yes Site ❑ P ❑ T � Na Site ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is longer than the existing bridge. The majority of the proposed roadway improvements will drain to vegetated fill slopes and roadside ditches, which will convey the roadway runoff towards High Rock Lake. Class B rip rap toe protection will be placed in areas of transition between ditches and fill sections to prevent erosion. Two storm drainage inlets will be placed along the northwestern quadrant of the proposed bridge, located on each side of the profile sag point. These inlets will outfall into a Preformed Scour Hole (PSH). A PSH was chosen for this location due to the proximity of this outfall to High Rock Lake and the gradual slope towards the lake at the point of discharge. In addition, Shoulder Berm Gutter will be placed along the low side of the roadway from a point approximately 70' east of the bridge to the western drainage inlet, just above the PSH location. This gutter will carry runoff to the widened shoulder of the bridge, throughout the minimal longitudinal grade. The wider bridge allows water to be conveyed to the drainage inlets on the west side, preventing the need for deck drainage directly into High Rock Lake, while keeping spread out of the travel lane. The Shoulder Berm Gutter also helps to prevent erosion in areas with higher fill slopes. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of SurFace Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory ❑ Yes � No Mitigation for impacts to Waters of the U.S. or If no, ex lain: Wetland im acts onl 0.01 ac.; remainin im acts Waters of the State? p p y g p o en water im acts. 2b. If yes, mitigation is required by (check all that � DWQ ❑ Corps apply): ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ 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 ❑ Yes attached. 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream ❑ warm ❑ cool ❑cold temperature: 4d. Buffer mitigation requested (DWQ only): 0 sq. ft. Zone 1 and 0 sq. ft. Zone 2 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: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description af the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that ❑ Yes ❑ No requires buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Reason for impact Total Multiplier Required mitigation Zone impact (square feet) (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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. � Yes ❑ No Comments: Please see attached permit drawings 2. Stormwater Mana ement 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: Please see attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ 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 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. 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 � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 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.) � Yes ❑ No Comments: 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, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 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 ❑ Yes additional development, which could impact nearby downstream water quality? � 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-to-bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. � Asheville 5d. What data sources did you use to determine whether your site would impact Endartgered Species or Designated Critical Habitat? NC Natural Heritage Program data, USFWS website, NCDOT fiefd surveys. Small amount of nesting habitat, but no nests or individuals present for bald eagle on 9/26/2016. Habitat present, no individuals identified on 9/26/2016 and no NHP within 1.0 mile for Schweinitz's sunflower; biological conclusion of No Effect for the sunflower. Northern long-eared bat (NLEB) - the project does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule; memo dated 4/5/2016, submitted to USFWS on 1/3/2017. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps f Philip S. Harris III, P.E., C.P.M. Qs- Z�- '�OI Applicant/AgenYs Printed Name Date Applicant/AgenYs Signature (Agent's signature is valid only if an authorization letter from the applicant is rovided. 11 Action Id. 201100977 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT County: Rowan U.S.G.S. Quad: Gold Hill NOTIFICATION OF JURISDICTIONAL DETERMINATIO Property Owner/Agent: James Pflaum Address: NC DOT 1598 Mail Service Center Ralei�h, NC 27699-1598 Telephone No.: 919 715-7217 ��r `� �� j JUN z 20�9 pIVISl�N OF ��IfGN�9�AYS ' rf�', ( `i� i !; �!L.��i�. �Fd�(��i�.�: Property description: Size (acres) 3 Nearest Town Rockwell Nearest Waterway South Second Creek, HiSh Rock Lake River Basin Yadkin River USGS HUC 03040103 Coordinates N 35.5879735 W-80.3498498 Location description Brid�e 141 on SR 1004 (Stokes Ferrv Road) adiacent to South Second Creek (High Rock I.ake), east of Rockwell, in Rosvan Countv, North Carolina. TIP B-4808. Indicate Which of the Followin� Apply: A. Preliminary Determination _ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to deternune the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional deternunation must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this deternunation may be relied upon for a period not to exceed five years from the date of this notification. X There are waters of the U.S. including wetlands on the above described project area subject to the pernut requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this deternunation may be relied upon for a period not to exceed five years from the date of this norification. _ We strongly suggest you have the wetlands on your properly delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered fnal, any delineation must be verified by the Corps. X The waters of the U.S. including wetland on your project area have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once veriiied, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this deternunation may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the pemut requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Washington, NC, at (252) 946-6481 to deternune their requirements. Page 1 of 2 Action ID: Placement of dredged or iill material within waters of the US and/or wetlands without a Deparhnent of the Army pernut may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this deternunation and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25. C. Basis For Determination Stream channels and adiacent wetlands within vour proiect site which are tributaries of South Second Creek which flows into the Yadkin River (High Rock Lake) and the Atlantic Ocean. . D. Remarks E. Appeals Info1'matioII (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional deternunation for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn:Jean Gibby, Project Manager, Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 In order for an RFA to be accepted by the Corps, the Corps must deternune that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA forrrk it must be received at the above address by July 26, 2011. **It is not necessary to submit an � correspondence.** , Corps Regulatory Official: to the District O�P'ice if you do not object to the deternunation in this Date OS/26/2011 � Expirarion Date The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://regulatory.usacesurvev.com/ to complete the survey online. Copy furnished: Page 2 of 2 N�TIFIC�'TION OF ADNIINISTRATIVF'APPEAL OPTIONS AND PROCESS AND REQUEST FUR APPEAL' �r�t��ir�ay�t� �T(1 11(lT / Tm-nPe pf�i�on��T2_ lii�P �Tn}��At�-. v 0�7�,i �(�1 �_ � . i%`��.. �'iw� �6 �� I tJY1lvUtil. \V LV 1/ JU111VJ 1 L1�.1U111 L- 111V 9{Al1lVV ��' 4808 00977 Attached is: INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) PROFFERED PERMIT (Standard Pennit or Letter of permission PERMIT DENIAL APPROVED JURISDICTIONAL DETERMINATION PRELIMINARY JURISDICTIONAL DETERMINATION See Section below n i 0 0 0 SECTION I- The following identities your rights azld options regarding an administrative appeai of ii3e above decision. Additional information may be found at http://www.usace.arniy.mil/inet/functions/cw/cecwo/reg or Corps re�ulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept orobject to tl�e permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the dish�ict engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the pernut, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terrns and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will farfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the pernut having determined that the permit should be issued as previously written. After evaluating your objections, the dish�ict engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the pernut in its entirety, and waive all rights to appeal the pernut, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered peinut (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined pernut under the Coips of Engineers Adnunish�ative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Coips of Engineers Adminishative Appeal Process by completing Section II of this form and sending the form to the division engineer. Tlus form must be received by flie division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. ACCEPT: You do not need to notify the Coips to accept an approved JD. Failure to notify the Coips within 60 days of the date of tliis notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Coips of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new infonnation for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Coips memorandum far the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: JOh11 ThOmas � 919 554-4884 ext. 25 Mr. Mike Bell, Administrative Appeal Review Officer CESAD-ET-CO-R U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 9M15 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any govermnent consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits and approved Jurisdictional Determinatious send this form to: District Engineer, Wilmington Regulatory Division, Attn:Jean Gibby, Project Manager, Raleigh Regulatory Field Of�ce, 3331 Heritage Trade Drive , Suite 105, Raleigh, North Carolina 27587 For Permit denials and Proffered Permits send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell, Administrative Appeal Of�cer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia 30303-8801 t �j�B�,,��.w� North Carolina Department of Transportation St[)i't714YdtP'�' Highway Stormwater Program _�'% STORMWATER MANAGEMENT PLAN ��''�-��---�� (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 38578.1.1 TIP No.: B-4808 County�ies): Rowan Page 1 of 2 General Project Information WBS Element: 38578.1.1 TIP Number: B-4808 Project Type: Bridge Replacement Date: 3/29/2017 NCDOT Contact: Bill Elam, PE Contractor I Designer: Richard Bollinger, PE Address: NCDOT Hydraulics Unit Address: g601 Six Forks Road, Suite 260 1020 Birch Ridge Road Raleigh, NC 27615 Ralei h, NC 27610 Phone: 919-707-6718 Phone: 919-926-4105 Email: belam ncdot. ov Email: Richard.Bollin er rsandh.com CitylTown: Salisbury Count ies : Rowan River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 1,050 Feet Surrounding Land Use: Rural, wooded area, with moderate residential development and some farming locations Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.8 ac. 0.6 ac. Typical Cross Section Description: The proposed typical section includes two 12' lanes with 6' shoulders, 4' paved. A The existing typical section has two 11.5' lanes with variable grass shoulders, ranging standard 8' wide ditch will be used in cut sections and fill slopes will be variable. from 6' - 10', with roadside ditches in some locations. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 5,859 Year: 2036 Existi� : 4,692 Year: 2016 General Project Narrative: The majority of the proposed roadway improvements will drain to vegetated fill slopes and roadside ditches, which will convey the roadway runoff towards High Rock Lake. (Description of Minimization of Water Class B rip rap toe protection will be placed in areas of transition between ditches and fill sections to prevent erosion. Two storm drainage inlets will be placed along the north Quality Impacts) western quadrant of the proposed bridge, located on each side of the profile sag point. These inlets will outfall into a Preformed Scour Hole (PSH). PSH's are square excavated holes lined with filter fabric and rip rap, with a slightly excavated apron surrounding the hole. They are used at pipe outlets to reduce velocities and promote sheet flow. A PSH was chosen for this location due to the proximity of this outfall to High Rock Lake and the gradual slope towards the lake at the point of discharge. In addition, Shoulder Berm Gutter will be placed along the low side of the roadway from a point approximately 70' east of the bridge to the western drainage inlet, just above the PSH location. This gutter will carry runoff to the widened shoulder of the bridge, throughout the minimal longitudinal grade. The wider bridge allows water to be conveyed to the drainage inlets on the west side, preventing the need for deck drainage directly into High Rock Lake, while keeping spread out of the travel lane. The Shoulder Berm Gutter also helps to prevent erosion in areas with higher fill slopes. The only proposed permanent impact to surface water is Class II Rip Rap rock fill in the lake. The rip rap will be placed as spill through slope protection at both end bents of the bridge, as well as rock plating to stabilize the roadway fill slopes. There is also a small wetland impact in the south eastern quadrant of the project, due to the roadway fill. A total of 0.01 acres of wetland will be mechanized cleared, with only a trace amount having a permanent impact. Temporary causeways will be staged on each end of the bridge to remove existing interior bents and to construct the two new ones, resulting in a temporary impact throughout the bridge site. The elevation of the causeways will be 1' above the normal water surface, and they will have 2:1 side slopes. Waterbody Information Surface Water Body (1): Second Creek Arm of High Rock Lake NCDWR Stream Index No.: 12-117-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Class B Supplemental Classification: None Other Stream Classification: None Impairments: chlorophyll a pH Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) 1'll�;fl�v��T North Carolina Department of Transportation 5►c�rita�w�tF3r ' Highway Stormwater Program � STORMWATER MANAGEMENT PLAN '•- (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: B-4808 Count ies : Rowan Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road SurFace Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Ripra T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- 13+12.2660 LT (1)Second pSH Class'B' 0.4 Pipe 15 2.0 1.8 No 35.5889858°.-080.3510018° Creek Arm of Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � �V � � N V •� � V � � O V THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. � 11 d� l� 1L 11_e V/O ll' A`0'. \� �� 1L 1L V�a ��\� 1L_r �\� d- 1 1L��yy1[�1[�� IF 1I�II .I�.�[-I `��' �`�� RO WA1� . CO U1�TY LOCATI011I: BRIDGE 141 OVER SOUTH SEC0111D CREEK 01V SR 1004 (STOKES FERRY ROAD) TYPE OF WORK GRADI11lG, DRAl11IAGE, PAVING, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN DETO UR CONSTR UCTION -DET- POC STA 10+25.00 --- �� TO�� — /BEGIN TIP PROJECT B-4808 -L- POT STA.11 + 00.00 BEGIN BRIDGE —DET— POT STA.14+60.00 HIGH RGLK LAKE -DET- -L- — HIGN RCCK LPXE SITE 1 1 `—o � o� � ��+�.��l��r ��'�: ��l�►i��frii�.+t# � rr��`�=:y►:,��wiw�I►�j��=�+ �� PERMIT DRAWING SHEET 1 OF 13 os� END DETOUR CONSTRUCTION 22 DET- POC STA 28+12.00 END BRIDGE —DET— POT STA.18 + 80.00 r'1t��=; SR 1004 STOKES FERRY RD. END BRIDGE —L— POT STA. ]6+57J5 BEGIIY BRIDGE —L— POT ST.9.14+45.25 C, Tp �YC 8 � � END TIP PROJECT B-4808 -L- POT STA. 2I +50.00 ��ELI�II�TARY PLA�I�4 DO 40T 1;5L FOR CONSTRUCTlOr PL 5 PREP Eo Br: HI'DRAULICS ENGINEER DIVISI0IV OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH a6o, s�x Fonxs nD, surTs z6o sTaTE oF NoxTx CAROLINA ADT 2018 = 4�8�% RS� RAL9 9G926N4100�675 �J� 2$ 0 �JD �� Nppi FOR rHE NORTH CAROLINA DEPARiMENT OF TRAIySPORTATION ADT 2038 = 5,975 LEIVGTH ROADWAY TIP PROJECT B-4808 = �'�� yC+' DHV = 13 % 0.159 MILES 2012 STANDARD SPECIFICATIONS + �� PLANS D= 65 % LEIVGTH STRUCTURE TIP PRO ECT B-4808 = J 0.040 MILES T '- 50 25 0 50 100 7' — q %* RIGHT OF WAY DATE: TONY HOUSER, PE srcxaruns: � o TOTAL LEIVGTH TIP PROJECT B-4808 = O.199 MILES reo�scr sxcrxEax ROADWAY DESIGN s.e 1* V= 60 MPH JANUARY 20, 2017 ENGINEER ~roR �o PROFILE (HORIZONTAL) * TTST =4 DUAL 5 rpwM l0 5 0 l0 20 FUNC CLASS = LETTIIVG DATE: BRUCE PAYNE, PE MAJOR COLLECTOR JANUARY 16, ZO�H f'ROJECT DESIGN ENG7NEER PROFILE (VERTICAL) SUB REGIONAL TIER S7GNAT[IRE: DETAIL A DETAIL B CUT DITCH SPECIAL LATERAI 'V' DITCH � Hai ia s<aiel � Noi �o s�oi�� Di�cF Fw c�o�„d ?:i °F� "e� sioae A.� re� sioae � �r �nd 7.� F�o d D Min. D 2A ft. Min. D= 2.0 F. FROM -L- STA.11-�0 TO -L- STA.13-00 RT Mox.d= 1.0 F. Type of Liner- PSRM FROM -L- STA. 17 �-50 TO -L- STA. 22+00 LT DETAIL D ROGK FILL IN POND (No��o Scale) Propased `�� E�isting�� 3.Q� Elev.= 623.35 3 0' DETAIL C TOE PROTECTION � Noi �o Smle� `F\o��e No�urol �,� `�S�°Qe Gro��d �.- y—.{ F I I d b= i0 Ft. Geatexfile Type ofL'iner= B Rip kop �ROM -l- STA. 12+75 TO -L- STA. 13+25 RT =ROM -L- STA.12+75 TO -�- STA. 13 �-25 LT EO"h F'�� USE SHOULDER BERM GUTTER AT THE FOLLOWING LOCATIONS: Rock Fill �n�N.ws. -L- STA. 13+05.00 TO -L- 14+3425 �BEGIN APPROACH SLAB� LT. To ae.m _ eie..= ezzas -L- 16+68J5 (END APPROACH SL4B) TO -L- STA.17+37.00 LT. FROM -L- STA.13+90 TO -L- STA.14+40 LT 8 RT ES7 65 TONS CL II RIP RAP FROM -L- STA. 16+63 TO -L- STA.17+10 LT & RT EST 113 TONS CL II RIP RAP '�E\ � `` W ,- �— `Z.<"�-1 E— �_ — �� __ . _ �� Y�eos � _ � � o � �,,--,� � ,� �� _ 1 . _--.� _ ___,.� , . ; O � i L ?'oP�E iNVESiME'�75 LLC TOE PROTECTION SEE DETAIL C EST.18 TONS CLA55 "B" RIP _ E EST. 53 SY GEOTEf�IILE �. \ C ..... . - = � C ..— � `�� \ �� — C " . ,.,..__ � � � CUT DITCH SEE DETAIL A �n�� h,` �l��r:57MEN?5 �e O N � O Cb `' , .Xt �DENOTES IMPACTS IN SURFACE WATER (POND) '� ` '� '� DENOTES MECHANIZED � � �It * * "' '� CLEARING F F DENOTES FILL IN WETLAND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER E E T82GI � � �; 1� TOE PROTECTION SEE DETAIL C EST.18 TONS CLP.55 "B" RIPRAP EST.53 SY GEOTECTILE Pipe or Ditch ou�let A L Sq�are Prelo Scour Hole (F �R�p Rop �n bosin nor shown for clori PREFORMED SCOUR HOLE "NOT TO SCALE PLAN VIEW ��s.A« <E�E� A�o F��S� P E RM I T D RAW I N G W�T� �A'u�� GR�U�� S H E ET 4 O F 13 A J SECTION A-A F4 PIPE Id = 15" OR 18"� S��F � P50.M INFLOW NATURhI = GRO D LINER- C1A55 B RIPRAP � 9� WITH GEOTE%illE MiN.I'iUCK -L- STA.13'-13 LT HIGH ROCK LAKE az.cua � -�� ; r��r�Nc ��sc E E EXCAVATION LIMITS �� ROCK FILL IN POND FULL EMBANKMENT FOR QUANTITIES SEE DETAIL D HIGH ROCK LAKE B = 3.75' D- 1.0' W- 40' F ��`�� 'F �`� � � Fa t ��` �� `�� i��y�� ROCK FILL IN POND FUL�L EMBANKMENT FOR QUANTITIES SEE DETAIL D A.!„Cd3d PO�ER GENERATIf�G INC O Q � O O - SEE SHEET 8 OF 13 FOR ENLARGEMENT ^ -I- = N h �> � � WETL4ND5 �~ �•.___.. E PROIECT REFERENCE NO. SHEET NO. B-4808 4 RNJ SHEET NO. ROADWAY DESIGN NYDRAULICS ENGINEER ENGINEER IN�`O�I�LE E PLAN@ DO NOT f;SE FOR dW ACQUI9ITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED O .3��+�Y �1 KE7C�rE SPECIAL LATERAL V DITCH � SEE DETAIL B E5T.224 SY PSRM a �S F D � � RS�1 �t) G ( 7.,'' E\E � , �1 � . ,o .� ac o-' / �� . i I;; � - G`w � � R � � a�, P�F a t �� £� �� 1_� _ - -- .<— ; � �_ „I �� R �l ��.E „ � � .-- �.rari.. � f� — ��. ---- �---� - ��_ -H �� — � _ ;;---c-_ � — N – � `� � � ' ' ' i-'�- ! � �S�ooq S, �' � ,E � R� � -- - —F � °�S�Ry o Q F -- -.--__-� �_ ._- ` h �hv r: & �� " �, E � / �.PL..L �' �RO�Ch.'�! �'`� � � Z� _ O � �. �, t �. � 5 S 'r � �s; ? �� J - ' �; �- ., . _ ` �� U � � _ � � 1 i ; S � I/�' �SB"° � �g / �E ��I � � � �t.N.;.ih� "' ti �+�^s;'7Y' } v. C I)� 4 �B 595 P��q24A� �O � 1I i ,. co� I � / - . (� c�eo ,r F� �� o {� 01 � �3 � �' � - s'_ S I�� W c so / _ �,�p � � j� a � �� S RCP - "8'WD _ ��__R� u, � �� PIKf I 9J � c.�— _ � � � 2 �5'RCP_ _ �_ � �.�{ � ( CR / � --4L-:{ ��_ ��_ . Vi ` U " � � �� BST 5 j4yi- _ ~ s � �, �3 \I Pp �•� °�W _ E,Po ��— � ✓ �� 6, � Q O � ' 36' Co 2 _o - � . ° ° o�m �� "` ,,,.�, j a a ga al I_ " �; � DAyID R 8 ULLIE T�IORGAN �¢ Hre �i DB oT4 PG 184 �� $� �� PB 9995�TPG 3478 - � �EFFREY �LCq �i {r � p8 g99g p��g OR�,��, f � , �'. ir: ��.., � DETAIL A DETAIL B CUT DITCH SPECIAL LATERAI 'V' DITCH � Hai ia s<aiel � Noi �o s�oi�� Di�cF Fill G�ound ?:l AF\ �e, SIoPe � A.1 �e� Sloae � �r �nd 7.� F�o d D Min. D 2A ft. Min. D= 2.0 F. FROM -L- STA.11-�0 TO -L- STA.13-00 RT Mox.d= 1.0 F. Type of Liner- PSRM FROM -L- STA. 17 �-50 TO -L- STA. 22+00 LT PROIECT REFERENCE NO. SHEET NO. B-4808 4 PREFORMED SCOUR HOLE W'N SHEET NO. ROADWAY DESIGN NYDRAULICS "NOT TO SCALE ENGINEER ENGINEER PLAN ��EW PERMIT DRAWING y� �Ta INSTALL LEVEL ANO FlUSH IN�`O�I�LE E 1'LAY�II� W�T� �A'u�� GR�U�� S H E ET 5 O F 13 DO NOT f;SE FOR dW ACQUI9ITION I R 5R4or ling Pipe or Ditch � ou�let A �I � J ' % � DOCUMENT NOT CONSIDERED FINAL -. DETAIL D s°o�� Hole'�PSH�d � UNLESS ALL SIGNATURES COMPLETED ROGK FILL IN POND �[1 INo� s�eiel ^n;p aoa � bo:�� a, o shown�forcloriry� Se �� Propased g y. \`Q '� ��% �Elev.= 623.35 B= 3J5' 1 RS�1 �' E�istin9 3.0' 3.0, D- 1.0' O Eatlh F'�� USE SHOULDER BERM GUTTER AT THE FOLLOWING LOCATIONS: W- 4 �� Rock Fill �n�N.Ws. -L- STA. 13+05.00 TO -L- 14+3425 �BEGIN APPROACH SL4B� LT. SECTION A-A Z To a�.m ei�.,.= ezx.av -L- 16+6875 (END APPROACH SLAB) TO -L- STA.17+37.00 LT. � � F4 PIPE Id = 15" OR 18"� FROM -L- STA. 13+90 TO -L- SiA. 14+40 LT 8 RT s�o � E5T 65 TONS CL II RIP RAP F � PsaM HaruRn� - +lO LT & RT INFLOW � / . , fROM L- STA. 16+63 TO -L- STA. 17 � �� EST 113 TONS CL II RIP RAP - �� . . � = GRO D �� / \ / - \� LINER- C1A55 B RIPRAP � 9� � O _ \ \ WITH 6EOTE%illE MiN.I'iUGK �/ � 4 __ g3°' ��5�9_, .. � � % V F & LINDk i,i..Si:i�; � S � �. aoa � '�'`� ..�.--7 11��IY �1 KETCrf�E J � �9 � g zE�`.9 �� . -L- STA. 13 '-13 LT / . . ' �^S' . � �� '-.� --�, � ,f� O .. � � � O ' / m SPECIAL LATERAL V DITCH / SEE DETAIL B j ' if ` -EST. 224 SY PSRM �r �� r � iNE iNVE5r�1EN�5 �uC � HIGH ROCK LAKE � � � � t ``� �' �� F �� T PROTECTION /,✓ �^`�:,..�_ �y SE DETAIL C , �,� � : � i �� . \ . EST.18 TONS CLA55 „B„ RIP RAP � �t.C�A P .[.'�Pa[62a3'fIN� Ih§C , fk � �S F � I � —� --�_,_ E E �'f esr. s svi ceorec�ae �' E E E E E E � � � E � � � ��g° /f — � � � � � �� , ✓ � Y " "-�� l � � �� `� �"_� 4, _ �, ; . ' : � � r Q —�� eos ��` R - � R � ,;� � it n�� f�vc � , � �_�: - : , �-_.. � � � � - � -C' � - . r'' PSM� �. . � _ " �� _.,� � � _ , C,ysr, . f � � - . . "''�� . � �� A/ �'j � � � L E � � � � � _ _�-� --�� .. � � F E � eeMov , � / _ � ` � 6 � �: _ fr � — — �.,,, M,<< � - �� oW �- ,� 2 , _ - _ z�G , �. - � R � _ ��,� �� E.� — -� � �-- �- �- � � � _ � � �, .� R � __� _ � .,. - \ _ � _ „ � � —z T� �., ' `;'t -- <--� _ o % �i, P y:� � .. , . -__ b \ . — \ . . �`\ TB2GI ,.,.i � _ �.,�. , � . ' ' — _ _ ,.�-� i - � 6 ' � __ � % �� _ - J� ��. . � -i=� I V�i �� \ %� �"�-�._,il 531 _ ' ",.'' '�'cr�_� ,,. — — T _- � ._. �� • — -- — — _'_ ____._ _ ' �V � � i" . ,�, : � R _ � .. _ _ � _ _ ..�� _ . � C ,. . F ��.-.,-,., � `uT� �_�� `�_� �'� � _ - - ,� ' � ^ _,.�� — — Ex�s,�,ca�rv ., _� , -- -- . . \ �i� - ^, _ ` N � NT DITCH R � F R �F � �r.��r�^v"tr� "._. trt 7^>,-V_ � �-. ., /� � F �sk i Q � - 62� — - SEE DETAI� A .-' y . � >� �.,, - � _ _ �� STpKE.S h�� _ �� <n ( E � �a � � . ,,.. � � �` � �� E R -- - �-- ' EXCAVATION LIMITS � � �' � '� FIL WETLAl3p5 • ; = F � r �� / —�-....—�-� � .. � � , � ... ROCK FILL IN POND FULL EMBANKMENT ��' ry, . L�Y..v. -„ .:; . , � ' � - � TALl.,.QIN� �NV�ST�ENTS LC ;_, FOR QUANTITIES SEE DETAIL D ' \y,� � � � � \ R - �:.:. -, . . �r''� � Zt � � t � HIGH ROCK LAKE i � � � � �� `' -� ._-.'�� `�..,,,_e_ `� �; � _�� 3 � , ` � � ;� �� 2 O � �� __ ROCK FILL IN POND FULL MBANKMENT O � .� � � SEOEEDETAIL CION .,, I � FOR QUANTITIES SEE D AIL D .% U a L . � . "� EST.18 TONS CLP.55 "-B"�IPRAP � �LC0+1 POj�ER GENERATIf�G INC � `�� EST.53 SY GEOTECTILE . .. -- r Y � _;; O. � . � � � .._. / � � � � o� � � ((� � �.' "' m � �ERR ��y � � j i 2 ' �ARr �Y,�/� � O z �� , 6 �B 595 Pp'92d � % r � � � � 1 � / - � � � � � � ��.�� I � � �-, o',s BK D � � � �� SEE SHEET 9 OF 13 F6R��ENLAR�EMENT ��, , � �� ,�� I � � + �� 3 • co,r,- I � 6 0 N_' 9 c) I j� E� �(x� � �� ¢(� cd`i BQ ;" - r ExiSli— E V I I Q � i �' � � � '�" - � 01 {� � �� h '� °s' ,� _ �� ' �3 s. � ,_ _. : � c �� o � � _ �JG � �_�_�.�_ 5 ` `-�� I ,--�'i �RCP 98• �� DENOTES IMPACTS IN "' I • s '�" pK � �� "� _ SURFACE WATER (POND) Z o� 9(l �R E_, �� R�P,—=�_ �� ` - � �� . 4iL -� �Mt !f 3k ilt �'�� I{' . . � B57 5 34Yr �._, �; _ . . � � DENOTES MECHANIZED � " � � � I � 0,,6�•� E,Po �� '" * "` '� CLEARING � � � � P ' � — � Q �° m N� �.� O � o' J a 36' Co 65 ��2 =� — F F DENOTES FILL IN ° o °�m �_ . "` � WETLAND a g� al I Ayl� R & ULUE T . �IORGAH � - �a � e`�& � DENOTES TEMPORARY �� N HrR6` �n� DB o74 PG iB - ,. a � �� IMPACTS IN SURFACE WATER I �a 99��e;�+�e � m �EFFqEy A� r . - �.�'B 9998 p� g�OR�2,ig � �A' � ��g f� � � DETAIL B SPECIAL LATERAL 'V' DITCH ( Not to Scaie) � Fill ry Siope Natural 'y'� Gro�nd Z:) p d oeorexfile Min. D= 0.8 Ft. Type of Liner- Class I Rip-Rap Max. d= 0.8 H. FROM -DET- $TA. 14+00 TO STA. 14+60 LT i � �` � � �� F� �� LLC � _� DETAIL C SPECIAL LATERAL 'V' DITCH � Not to Scale� NaNrol � Fill Ground �.� Slope D Min. D= 0.8 Ft. FROM -DET- STA. 19+00 TO STA. 28+00 LT FROM -DET- STA. 19+50 TO STA. 20+21 RT SPECIAL LATERAL 'V' DITCH SEE DETAIL B TEMPORARY IMPACTS IN SURFACE WATER PHASE 1 TEMP WORKPAD E DETAIL D TOE PROTECTION 7;� (tJorto s�ale) ,�E� OR F� f F�/ FL9 O� �oPe S/ope�T�cR ,L.� ��\S d d= 0.6 Ft. /�TT�NG Type of Liner- MATTING FROM -DET- STA. 14+00 TO STA. 14+60 RT — � T T � L T STANDARD V DITCH I SEE DETAIL E - _ � , i � �-_'_-L---1 --�--�-I - � _ M��. _ / TOE PROTECTION SEE DETAIL D � DENOTES TEMPORARY IMPACTS IN SURFACE WATER S ITE 1 E DETAIL E STANDARD 'V' DITCH ( Not to Smle) Noturol Nat�rol Gro�nd 1.� ,1.� Ground D d Geotextile Min. D= 0.6 Ft. of Liner- Closs I Rip-Rop Maa. d= Ob Ft. FROM -DET- STA. 14+60 TO STA. 15+12 RT FROM -DET- STA. 18 + 43 TO STA. 18 + 80 RT DETAIL F STANDARD 'V' DITCH ( Notto Scole) Naf�ral Notural Gro�nd z,� ,y.� Ground D Min. D= 0.9 Ft. FROM -DET- STA. 18+65 TO STA. 19+00 LT HIGH ROCK LAKE SEEC ETA�TCRAL 'V' DITCH - STANDARD 'V' DITCH SEE DETAIL F ALCOA PO E� ENERATING INC TEMPORARY IMPACTS IN SURFACE WATER E E E �- PHASE 2 TEMP WORKPAD - ---- ---- -� EXISTING R/ � TEMPORARY IMPACTS IN SURFACE WATER* HI�H ROCK LAKE � PROJECT REFERENCE NO. SHEET NO. B-4808 2B-1 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER I�V��14�LE E PLA�I� DO NOT I;SE FOR i W ACQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED y PERMIT DRAWING „ SHEET 6 OF 13 r �� II � 0 RSs�l�1 i ' ° � I E ,� � ___,_�_ >� , �-,ti�..��,�� _— T---T —L�� i STANDARD 'V' DITCH � SEE DETAIL E I� — 1— — —1 — — -5---=- --r 81 91 81 � �_ ° -�--- -��- �� *TEMPORARY IMPACTS FOR POSSIBLE RIP RAP ON BANKS DUE TO DITCH BETWEEN EXISTING ROADWAY EMBANKMENT AND TEMPORARY CAUSEWAYS. OVERALL POSTIVE SLOPE HAS BEEN VERIFIED FROM -DET- STA 14 + 60 RT TO STA 15 + 86 RT ON BRIDGE BEGIN SIDE AND -DET- STA 17+64 RT TO STA 18+80 RT ON BRIDGE END SIDE, THOUGH IT WILL BE UP TO THE CONTRACTOR TO ENSURE THAT WATER DOES NOT POND BETWEEN THE TWO EMBANKMENTS. i _ . � � i � r�� -i -� i - 1� / � � � � � �\ � J � \� � m ��j��\_�' E- � �� , � � ��\� � � � � I, � � � ,' � SPECIAL LATERAL 'V' DITCH SEE DETAIL C JERATING INC � � � -� .� :..::� � DETAIL B SPECIAL LATERAL 'V' DITCH ( Not to Scaie) � Fill ry Siope Natural 'y'� Gro�nd Z:) p d oeorexfile Min. D= 0.8 Ft. Type of Liner- Class I Rip-Rap Max. d= 0.8 H. FROM -DET- $TA. 14+00 TO STA. 14+60 LT i � �� `� \ � .i�'�� .� � � LLC �� _� DETAIL C SPECIAL LATERAL 'V' DITCH � Not to Scale� NaNrol � Fill Ground �.� Slope D Min. D= 0.8 Ft. FROM -DET- STA 19+00 TO STA 28+00 LT DETAIL D TOE PROTECTION 7;� (tJorto s�ale) ,�E� OR F� f F�/ FL9 O� �oPe S/ope�T�cR ,L.� ��\S d d= 0.6 Ft. /�TT�NG Type of Liner- MATTING FROM -DET- STA. 19+50 TO STA. 20+21 RT FROM -DET- STA. 14+00 TO STA. 14+60 RT SPECIAL LATERAL 'V' DITCH SEE DETAIL B TEMPORARY IMPACTS IN SURFACE WATER PHASE 1 TEMP WORKPAD E � ' ,� T —T —� L _L STANDARD 'V' DITCH i SEE DETAIL E I — —� - — --'_-L---1 --�--r—I /j M��. _ I I � �-- �� . � � w� z� J � . z � � �, �� 0 �� TOE OTECTION SEE ETAIL D DENOTES TEMPORARY IMPACTS IN SURFACE WATER S ITE 1 E DETAIL E STANDARD 'V' DITCH ( Not to Smle) Noturol Nat�rol Gro�nd 1.� ,1.� Ground D d Geotextile Min. D= 0.6 Ft. Type of Liner- Closs I Rip-Rop Maa. d= Ob Ft. FROM -DET- STA. 14+60 TO STA. 15+12 RT FROM -DET- STA. 18 + 43 TO STA. 18 + 80 RT DETAIL F STANDARD 'V' DITCH ( Notto Scole) Naf�ral Notural Gro�nd z,� ,y.� Ground D Min. D= 0.9 Ft. FROM -DET- STA. 18+65 TO STA. 19+00 LT HIGH ROCK LAKE SEECDETAILTCRAL 'V' DIT�H STANDARD 'V' DITCH � SEE DETAIL F i ALCOA PO E� ENERATING INC TEMPORARY IMPACTS �'i IN SURFACE WATER E E E � __�_ __�_ �� EXISTING R/ � TEMPORARY IMPACTS IN SURFACE WATER* HI�H ROCK LAKE PHASE 2 TEMP WORKPAD � PROJECT REFERENCE NO. SHEET NO. B-4808 2B-1 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER I�V��14�LE E PLA�I� DO NOT I;SE FOR i W ACQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED y PERMIT DRAWING „ SHEET 7 OF 13 ~ z� � � � �, RSs�l�1 �c w �' o `Y' ., _ N i ' ° � I �� _ - -�-!- � _._. _ - — -� r�� .� .. ,� i � � _ � _ _ . — . — — — STANDARD 'V' DITCH � SEE DETAIL E � I� 1_ _ _1 — \ — -s---=--- -r� � 81 81 0l '�\ `_�� _____ — _ " � ----� - � � - � -r� �� \ � � �� E �� 1 �� ` \ �1�� v� \ F � � � � � � `\ � \� � � J�\ i�� , � � . �, SPECIAL LATE L 'V' DITCH SEE DETAIL C 'FRATING INC �\ 2 0�. 0' 2 0' 40' 60' *TEMPORARY IMPACTS FOR POSSIBLE RIP RAP ON BANKS DUE TO DITCH BETWEEN EXISTING ROADWAY EMBANKMENT AND TEMPORARY CAUSEWAYS. OVERALL POSTIVE SLOPE HAS BEEN VERIFIED FROM -DET- STA 14 + 60 RT TO STA 15 + 86 RT ON BRIDGE BEGIN SIDE AND -DET- STA 17+64 RT TO STA 18+80 RT ON BRIDGE END SIDE, THOUGH IT WILL BE UP TO THE CONTRACTOR TO ENSURE THAT WATER DOES NOT POND BETWEEN THE TWO EMBANKMENTS. DETAIL B SPECIAL LATER.4L 'V' DITCH �Norto Scole� Typ PREFORMED SCOUR HOLE "NOT TO SCALE PLAN VIEW DETAIL C TOE PROTECTION (Norta Scale) DETAIL D ROCK FILL IN POND ( Not to Scole) PROJECT REFERENCE NO. SHEET NO. B-4808 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER DENOTES TEMPORARY IMPACTS IN SURFACE WATER � ► 2 0' 0' 2 0' 40' 60' DETAIL B SPECIAL LATER.4L 'V' DITCH �Norto Scole� Fill Notural p'� �yt Slope Ground 2:� D F\o� d Min. D= 2A Ft. Max. d = 1.0 Ft. Typc of Liner= PSRM ROM -L- STA. 17+50 TO -L- STA. 22+00 LT i � ;��^ �� L` � L I V L � RV 1 SEE DETAI PREFORMED SCOUR HOLE "NOT TO SCALE PLAN VIEW SECTION A—A fy PIPE (d — 15" OR 18") 4s�Og �o PSRM � DENOTES IMPACTS IN SURFACE WATER (POND) DENOTES MECHANIZED CLEARING DENOTES FILL IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER INSTALI LEVfL ANO FLUSH WIiH NATURAL GROUND DETAIL C TOE PROTECTION (Norta Scale) F��e( Nat�ral ,L.��°;�S\oPe Ground 6 . I. .I d d= lA Ft. 6= 2.0 F}. Geotextile FROM —L— STA. 12+75 TO —L— STA. 13+25 Rl FROM —l— STA. 12+75 TO —L— STA.13+25 LT DETAIL D ROCK FILL IN POND ( Not to Scole) Proposed `�� Elev.= 623,35' I � Existing \ �3.0' 3.0'—'i ]c\ � Eanh Fill � Rock Fill I�N.W.S. ^ �'? r� eP.m ,. ��_.. _ �„ �t FROM —L— STA. 16+63 TO —L— STA. 77+10 LT & RT EST 113 TONS CL II RIP RAP HIGH ROCK LAKE S I T E 1 HI�H ROCK LAKE — --- ----� PROJECT REFERENCE NO. SHEET NO. B-4808 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER I�V��14�LE E PLA�I� DO NOT I;SE FOR i W ACQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \`'\� � ,y\� � �� l\� � � � � , �� ,' � ROCK FILL IN ALCOA POWER GENERATING INC �ND FULL EMBANKMENT S DETAIL D \ �� 2 OY��. 0' 2 0' 40' 60' ' �. �. �. �. �. �. . . �. . . . �. . . �. �. �. � �. �. �. �. �. �. i. �. �. �. I. �. �. . �. �. �. �. �. �. �. . �. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROIECT REFERENCE NO. SHEET NO. x B-4808 6 �� _ �;. p �. �. ^ � . �. . .. .. ... , .. , .�. �. .�. .��.�. .�.�.�.�. �.�.��. �.�. �. �.�. �.�.�.�. �.�.�.�. . .�.�.�.�. �. �.... ROADWAY DESIGN HYDRAULICS 60O P E RM IT D I VlW I N G I I ENGINEER ENGINEER � � II' , ' � : S H E ET 10 O F 13 � � � p��g�z� ��.�� I� I� '� � i I! '! ow Q. . i.�.. . . . . . . . . . . . . i li . . . . � I � . . � II . . I . . I . . . I � . . I � . . . . �, . DO NOT USE FOR ACQUISITION � .. I. .. . .. , .. . . .. I, .. .. I .. I . . I . .. I� .. .. I� .. i, . N .. . .. .. .. .. . .... ... . .. . .. i. .. I .. . I . . i. .. . i, .. I . 670 + I'i � 0 Q �� - T- �� , �� DE v~i __-- �� : : : . : : I � I� i � � i, ; I I I i i li i i 66O � � � � � � � � � � � i � � � I � � I � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL � � I � � � � � � UNLESS ALL SIGNATURES COMPLETED � � � .. �.�. .. .�.�. .�.�. �.�. �.�. �. .i..� W �. .�. �I�.�. �.�.i �. �. �I �i � i.�.�. �. W �, �.�. �. .. �. . �.�. .. .�. �.�. �. .�. �. �. � i O I i I I i p � I � i W i i i i i O � i 650 Q N �� w W o � Pi = 20+�9.00 '� �� a o �� a a �I EL = 634.26' 650 �o Pl = 13+62.00 � �� i �� VC = 302' ? ii EL = 629.39' m+ li li� I' m� i K= 79 _— `� ( w � VC = l46' _'� i i o Q V= 45 tiIPH �= ' 640 mw �_ 4� MPN m� _rEMPOR -- _ _ . I zti � 68'• _ _ r-. g628� 640 _ RY CAUS WAY onTe oF suRv v ansqa i W� _— � I (70 EL V 623.5' T'�'P ) /� +J0.6781% , — -,� � �+l .000 � i i � i ii � � � o � 630 - - - r-�i.i4a3i r+�a �a�i �� \I i / , _ __ �. - f o �M � 630 �+ 24600% - 2p2% o , � "' i — - \ ' N iN y, M: �. ( J l.0 00% - � • r - � � _ - - -...�.� - _ ( -J l 000% - � i i � � -� �� : � 3./ � - ,i i � �� /�� I � � � -' - � i � i � �� Nco N� � � � . . .. 0 . ( ) -� i i . � . . � �� . .. � _ . . c\}I N . . i . . . . � po 000 `;� ' �. i i i � -' �� i b�i � it q i`i u � 620 �' o R � 0 8 poo ', �. _, , ', . . � ' I o n, " ;, � ri II�., � w �i , 620 �o o � ^x� _ :� ` � � ti i o`j i� � i ��o; N� r�� :oN �+-i i �/� STA AR i i Q � � �`'�' �� oN N� -� Q � i I i q il � i �, ' q� u n o� �� i � i i i i �° EN , ST NDARD h�C N N 0 � b ti�, Q � rn u`i � N ii I 6�O �� o � W �� o � i ii i ii ii ii i i N ,, ,�, ITCH GR D�' I� O�' o ,. Q �u � �+ � ci ` +�, ii I 6�O � c� �~'� - --- -- � W �� E� r 62 .0 ? tl�. RT E� T 6�2.39 8-r4 O RT Q p J �'I � p` • Q�� W I II � �� II'� � - � ~ � � . � q �i � �.� V1 . i � m��W I I p��o �I'� o a�:W Qb C�� OW�a '.� � Io: � pI bOO ; 600 � I� � � � N z � z,�, � �; , I � . . �. � . . . . . . . . -� I N . -� i i I� CL� ' V�� I � �N � . � . . . � i� �-DET 5�14.14f 0.00� RT I �+ �' i' ? i- u a w" `n W�' `D �i � W EL - 626.c�4' i ' I ` o O c� w , rJ � n w u i z'w' °� �Qi w p�¢ J 590 Q�W ,I ' I� w, m. � w w�� , W 590 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 700 , , ', 00 7 690 , 690 � 680 �I �'I �I I',I 680 � � - T- � � � � DE � � �' � � � � �� _. �, = , 670 Pl = 25+79.00 _ 670 , EL = 656.74' � , , � r VC = 344' I I _ K = /5/ I�i _ i i i I �i _ __: � �� I �� V=45MPH � _ _ _ a, .... __ __. . . ...... . .. ..... .... ... I . i .. i. . . i .. . i i .. ... . , .. . . . . . .. . .. .. . _ ... : i i i � 660 _ - _ __ � � �� I �� _-- -- 660 � ; �'12.218 - - :z „ - � I � - - � ( 49 8�/ __ - - 455 � - - , , I' __I� __ � ___ � - --- - - - - -- -- -- - -- u. +)4. �+1 2 i i i ,, g io5' �- --� - o I � I I �i � �I � - 650 r,� � � � � �. oo �- � � � � i � � � � � � � � � � � . _ � +� 3 I I� N � _ __i� _ I -- c 650 4g62 � � i-,�-= —; �, , __ _ _ _ __ _ -_ _ � � _ I ' � I I � L- -- . u> ,L=- ___' � Q - - -- -- -- - -- -- +� � : : i 64� .. . / _�_�I ___: _.__P _ ____._ _j.- . . �_ � � . lii . . i . . i �. . I� . . i �i . � �. �. . . .. . . . . . . . . . . . . . . :.:_ . i 8�^ D_ i_ N I � � � F--- ' � I � �, � � � � 640 � + in _ �- i � � � �7 lfl —. _.EL W __._ _ _. , . � N_ . � ii . i �. �. i . �. I �. �. Ii �. Ii �. �. . �. �. �. �. �. �. �. �. �. : �. �. �. �. �. �. :: -- . . � ----- �— : . . . . . _ �. . . . 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SHEET NO. <+ ,�'-481"l8 5 �i ..... .. .. ....... ...... ....... ....... .... ... . .. . . .. .. .... .. . .. .. .... . ..... ..... ..... . ..... ....... ROADWAY DESIGN HYDRAULICS ..... .. . .. .... ..... ....... ...... .... ... . .. I� . .. .. . . . . .. .. . ..... .... ....... ..... ....... ENGINEER ENGINEER . �. � . . ._.. .. .. . .. . .. . .. .. .. .. . . �. �. �. �' I_.�'I� .. I . �. �. i I� �. �. I �. i �. I . �. I� �. �. I I �. �.�.�. .. �.�. . �.�.�. �.�.�. �.�.�. .�.�. �. . �.�. I �.. ..-.. ..- I I �.�. �.�. .�, �.�. �. . . .�.�. �.�. , . _ � � L � � � ��1��.�� ..�� .� . I � I � I I . . DO NOT USE FOR CONSTRUCTION _. .. . . . . ... .. .. . . . . . . . . . . . . . .. . . . . . .. .. . . . . . . . . . . . . . . . . . . �, . . . ! . . . . . . . ', i��, I � I . �i . ..i. . II� .. .. � .. � . ... ... .. I�I . . . II III IIIII �.. �I . II .. I . I .. �II III, � . �. �. . . �. �. �. . �. �. �. . . �. �. �. . ' �. �. �. . �. �. �. . . '. . DOCUMENT NOT CONSIDERED FINAL . �Ii �. . �. �. �. i� i� �. . �. �. Ii �. �. �. �. �. �. �. �. . IIi �. �i �li .. II Ii ��I �. IIi � . IIi Ii �. �. ��i �. �. I�Ii �. �. i �. �. . �. �. �. �. �. �. �. �. �. �. UNLESS ALL SIGNATURES COMPLETED I III II ; - , , /T H -. D C LEGEND I i III� I li ii I� _ � I -� I= � �I ' i� RIGHT DITCH ----------- I � : ii -- -i , i � i li � i� � � � i � , � LEFT DITCN -— � , --- - �i - - _ : 'i ii - . � � 680 680 , PIER IT D I - - _ � _ _ _ __ �I- �, _�� _ _ I� _ _ ------ - ---_ _--- - M RAW N G - — — -- --- ---�-- - � -- W --- �� -- � - ------ --- - — --- - � . . N . i i . � � , i , � �i.� li I�� ....... ... .. .. ... ....... ....... .... . ... .. � .. .. ..�.i�.. .��... � � . . i i . �.il�... ..... . .. .. . ... ... .... , i , ,�, , , , SHEET 11 OF 13 670 �I� w �v � � , 670 , � m� � , � � ov � I , � �� I ��i � m � _- � -- -�- - �i- z � - -i- t3M 2 � ii � I� BM l �, zcn i li ii - W c,� i I ELEVATION = 665.47' -- - ii i 660 � � � c�EVArioN = 66i.o�� i �� N 67i2�6 E i599�i5 I � � � � � �� 660 N o72602 E 159740/ � � i' i i� T' �� BL STATION 29+j6.00 � ii � END GRADE �� BL STATION 5+04.00 63' LEFT 'i , �', S 56"07'42e20" E Dlst 2//e23' i -- ; RR SP/KE /N SW ROOT OF A -- - - r� srA i5+,l.so � - ---i- ALUM/NUM CAP /N CONCRCTE ilW -- _-L- STA.2I+50.00 _ _ _I I EL = 642.47' ; � � �� 4" WILD CHERRY TREE � � � � 3 � �o� � � �� INCLUDES 3" S9.5B � � � � � � 65 0 ,q„coREo s�Aes I . 65 0 .. .. BRTDGF WI1H 4'_0"CAPS .. .. . .. .. .. . .. .. .. .. . .- . . BEGIN GRADE �,Ew r�o ii 'ii Pl = l9+10.00 -'� i � E�E,�.= ��0.40 , -L- STA. 11+00.00 - __ . Pl = l + - ___ _ _ _ _ � ___I - __ I _ - '--- ----- -- _ - � _ , � : -- 3 50.00 EL 63/.62 --- �---- -- - ---- - - _ � EL = 63/.7P - 7/' � � , � � I I I EL 629. ; E�� _ ' 640 /NCLUDES 3" S9.5B VC = ll0' `<<'� I I I VC = 902' _ -; .-, � 640 � �i t, �� K- 96 i K= 96 -- � i5 = i, � � �i OS - 50 MPH +)45� �+) DS 50 MPH i .. , I -- - -- .5937% _ _ '' _ __ _ _ _ _ _ _ , - --__ ��il- — - - - (-J .80/7% ( J0.3420% I f J0.34�0% . _ _ _ - - - (+) i 630 --- -- ---- I -��' ___ ;_.- � � I�I 630 -- ------- --- --_ , __- _.- ti � - - - - --- ----- - - --- ---- -�- - - - - - - - � 10.94 0% - - -- -- _ �' ° � .,t E� �u r � -r-�-- -k-� ��- --� --�� ,_ � � ;� li� � T � �� " , j1 �� 4 45�� - - � �E �r��tt �t� T�•. ,��a � - � �- -- l- - 620 r__ X� , .I �,� , � oo � 620 � o ��,s t Fz �r r ��',' --� � � � �' I I I' -_= I I' � o_ I �o � - r� �i � �� i i i I I i�� . � O� J � I � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - - i RU_.TIJF FP..I. �If� . , �I�I - . . . . . � �l . . . I � . . i- , . . . . . . . . . . �_ . � . � . . � pl v • '. � � '� I�. , ' . �� _ � , � *� , , ,� � �N" I O N . � �. �. �. . . . . . . � � � � I I . . . i � . . .. � � �. �. i �. Q i �. . � N � �I �. �. �. W N n'� � �. �. �. �. � . 7 6� � . . . . . . . �. U O . . . O . �. . II I II I �I i I�I �I , � � N . . . . ¢ I I �I . . . �. Q � � . �. li . . . . 6 1 � O . . . . 2 . . . . . . � . . � N . . � I . . . � V1 \ � I y � o ti I � i � : � o� O� N TEMPO ARY CAUS WAY �� Z ,iI iI I Q c�o � � W I �� I � O �1 ` � � i I li - . .�.�. �.�. ... �.�..�. . . .....�.�. �.�..�. � �. .�.�..... . . . . � .. . �.�. I U ..i �.�. .. �. �I� i� � . �. . � . I �.�. � w � W .. �.... �.�. � . �. . .�. - 600 : c� �� j�� (Tp EL V 623.5' P.) i ti i,� I� �n � 600 � ?� " U� ° STR �o ,, I �w _ � � o � UCTURE HYDRAUUC DATA o ' I y.. . .. ... m J W . ... �.. W J W ..�. ..� . '. ¢ O .. . . I .. .. . . � .. ._ . . . . . . . - -- � � � � . I� . . . : . . ��I'i . . .. � : DESIGN DISCHARGE - 4800---- CFS 'i , ' W� cv II� � !i i � i I I = _ �� i � � � i � � � 590 � � . � 5 0 DESI�N FREOUENCY 25 YRS � ti N � � 9 � DESIGN HW ELEVATION = 62/.6__ FT I I Q Q� I, , I� � i � I BASE DISCHARGE = 6600--- CFS ' � r v� i u i � i a _ :: -- : il BASE FREQUENCY =(00 YRS i W �,, I -- � 580 - -- --- - BASE HW ELEVATION = 622,82__ FT I� m i w , 580 � --- - OVERTOPPING DISCHARGE _(7,950__ CFS ' li �i �i � ,.; ___ _ _ _ � OVERTOPPING FREQUENCY= �500 YRS I I ' :- _ ___ ___- -- --- -- - - -- - - --- -- -- -- --_ _�__ __� _ � ___ Ir-_ -- - -- - : � -- -- -- - OVERTOPPING ELEVATION = 629.9___ FT I I � � __ _ ___ __ _ ____ _ __ ____ - ___ � c _ -_ ___ �-__ _ -- - �-- ___ -'_ - I� i� i� i� � _- - 570 _—� - + -� - � - � � � � _ 570 f.° __ _ _� - --- -i - - -- - -- -- _ _- ---,--- � � _ �� _ _ - _ i i � �� _ � _ __ _ -. __ _ . � .._ : �. : �. � ---- --- I�.__..-____.,._ : � -- : : :- ._. _ �_ � i . .��.. I i ii _ i . i il . . ._.: . iil .. .. .. .. . .. �. �. �li �. �i . �ii . �. �. �. �. . �. �. �. �. �. �. �. �. �. . �. . . . ... . ... . ... . .. . . . . :--- -:_� :_ - -- -__ .. -- --- ---- -�- _-II_ ___._ ---_ �_ :_ . . - � �_._ __- __- -- -- -- -- --- --- ---- -- - ---- — --- - ---- c_._.. . ..., _ ._ ....I_ �-- -__i . . . _.. . i . ..I... . i.. . i .. . � i... i... .. . .. . .. . ... . .. . . . . . .. . .. .... _ _- ^ i �. .. ... . i � . ii... ��.. .�i ..�.� . ii il . i.. _ - 3 ... . _ _ - . .. . .. . . .. . .. .. .. . ___ � ... ..�:. - -. '�. __ .. ... . i .. .. i.. . i . i . .. .. . .. . .. .. .. .. ... .. . .. � 560 � -_ - .___ �__ � , � � � � � � � __ —___ 560 o , � _ __ _ � __ � � � � -- --_ __,__ _ __ � � � � � __ _ _ ___ � - _ __ ,-:_ -- � � � _ _ ___ y. . . . . . . . . . . . . .- —. . --- . -_ I . . I .-.. I . . �li . . I . I . I . . . . . . . . . . . --- -- - - -- .--_ .__ ... � I � ... _--- -- . -._ --- ... .�.. ��. _ . _ � _- .- ---I _ _. . I _. -- � -- I _ . 41 .. .. .. — . _.-__ . .... ...... .... . . .. . , .. . .. .. ... . .. . . .. .. ... .... .. . ... E... ... -_. -__ _ ... ... ... -_. . . .. . . .. . . .. ... . .. . . . ... ... .. .. . _.- . � 550 - . .- 550 � � � � � � � s - :. - ---- : -_ -- � � � I I � � � � -- � _ __ � w _ . -- --- , , I I � � , , - _ _ - - -- , ��--- -- — — — -- --- -- - -�- - __ ��-- - --� _ __ _,,. ___ � - -_ - I __ -- � -- -I -- -------- ---- -- --- _- - __ -- ----- ----- - -- _ _. _ _ _ . .--- _ _ _ --- _ _ _ _ _ _ _ _ _ _ _ _, � � � , � � � , _ � rJ4� . ---- -- _ l '� I �� FOR -L- PLAN VIEW, SEE SHEET NO. 4 540 � � � � � --- .-- : -- . i i i i i i i i � � : -_ - : - --. � �� I � I I ° _ _- - ---- �'_ - - ------ ---- -- - - --- ' '; - - -'r- - -� - � __�_- ' ----�_ ', --� . --- -- ---- - -�- -- _ _ ---- ---__ �° 530 � I� � I I I I � 530 Na" � � � � ; � � , � �� '�^ 10 11 12 13 14 15 16 17 18 19 20 21 22 23 �° � - � , ---- ---- - O 2.5 5 PROI.REFERENCE NO. SHEET NO. � B-4808 X-1 ` i I I_ ' _ -------- ---_ i .---- . ._------ ---- --�----- �-------'------ --�---- -----'- ----- ------ ----- ------ �-- ------ ----- --- ------- ---- '� " ! � �- ---- p � i � �I � , Ii I �I � � i , � ---I � - ---- ;---- ',--- i --�---- � � _ � , _ _ _._ , � i - � I � ; i _ __--� , . -- I i - - -- - - - -- _ - -- - - - --- , � - - - -- -- _._.-- ---� - r-- ----- i -- --- --- -- i� I I ---!-- - --II----- __— _ _ _ _ - ,-- I ',I -- -�— � , ------ - �— ----- ------ ----- � ------ ---- ---- - � - ---- � ---- � --' ------ --- ------ '', � PE RMIT D RAW I N G - i � � -- -___.--- � � � � � ; , SHEET 12 OF 13 ., I I , ; , I I I , - -- � - - - _ - - --- - -- -- - -- ---- i i -�-- � ----�- - -.. _ _ I _ _. _.. , ; � , I , � � I � � _ - —T-- - _ _ _ ; �, � � � �,, ;, I I �, � I I� �� Ii I I- r - - I �� - - , I, I� I I� I I I� I � I� '� , �,' � � �'' ' I, '� I - -- -, - �-_::. _ I -'' I _- --- __ -: ----_ - _ _: - _ _ _ _- _-- _ _- - _ - --_-- � _ � I � ' � � �� I ;� �' � � I�I j �� - I� � �� _�- � _-_ -- - - -- ---- -__ _-- --- � ; �, - � _i _- -- _�_ il_ __I -__ li _ �I . _._ _I .__ -__. � ___i .__ � . -_ � .. _. _-- _ _ _ � . __- - _ -- - _.. __ .. .-._ - __ _ ._. i __ I .. _ �_-�_ . _i- _ __ I - +� �_ - � .. - . .: . . ,. �.. . . il. .. : . i . . . .. ii �. �. i �. � � i . �. �. �. �. �. . i �. �. �. � �. i . ii ...: . ---- .. -�� --- - - - - :: --- -- --- �. �. i �. 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Channel Channel Natural Site Station Structure FillIn FillIn 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 -L- 13+89 to 14+72 LT & RT Proposed Bridge Embankment 0.02 1 -L- 16+32 to 17+46 LT & RT Proposed Bridge Embankment 0.05 1 -L- 14+72 to 15+20 LT & RT Temporary Causeway (Phase 3) 0.05 1 -L- 15+72 to 16+32 LT & RT Temporary Causeway (Phase 4) 0.06 1 -L- 17+18 RT Roadway Embankment < 0.01 < 0.01 1 -DET- 14+62 LT Rip Rap on Banks < 0.01 1 -DET- 15+85 RT Rip Rap on Banks < 0.01 1 -DET- 17+68 RT Rip Rap on Banks < 0.01 1 -DET- 18+62 LT Rip Rap on Banks < 0.01 1 -DET- 14+75 to 16+52 LT & RT Temporary Causeway (Phase 1) 0.16 1 -DET- 16+88 to 18+58 LT & RT Temporary Causeway (Phase 2) 0.16 TOTALS*: < 0.01 < 0.01 0.08 0.44 0 0 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 �f � � •� � V � � O V See Sheet 9 A For I ndex of Sheets See Sheet 1 B For Conventlonol Symbology ��JI� :�.'� J�� CC� 1� �� J�'�I� l� �° 1� J�$ C� lI �.I �� .� �� RO WA1�l CO U1�lTY LOCATION: BRIDGE 141 OVER SOUTH SEC0111D CREEK 011t SR 1004 (STOKES FERRY ROAD) TYPE OF WORK GRADIIIIG, DRAI11tAGE, PAVING, A11tD STRUCTURE BEGIN DETOUR CONSTRUCTION -DET- POC STA 10 + 25.00 Tp�� /BEGIN TIP PROJECT B-4808 -L- POT STA. Il + 00.00 THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. ' CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III BEGIN BRIDGE -DET- POT STA. 14 + 60.00 HIGM RCL'K LAKE DET- -L- _,_ \ wcH Rarc �aee �'+��1�E�1 ��=�';�. ��i�►��l��Rr i1 �� t rr ri'i►'r'�►�,�� fR•��`�1�� +��' � � `-o �� s� END DETOUR CONSTRUCTI011t �ti� -DET- POC STA 28+I2.00 END BRIDGE -DET- POT STA. I8 + 80.00 Z SR 1004 STOKES FERRY RD. END BRIDGE -L- POT STA.16+57J5 BEGIN BRIDGE -L- POT STA. 14 + 45.25 �� /. i� � � �i i � i� � T7-_-_ '_ f� � �'T--__ \ � � �1 -_,_`_ IiI r0 �C 8 � _�, END TIP PROJECT B-4808 -L- POT STA. 21 +50.00 PRELIMINARY PL.�NS DO NOT VSE FOR CONSTRVCTiOPi Prepo�ed in i� Office of: H1'DRAULICS ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH STATE OF NORTH CAROLINA ADT 2018 = 4,ao9 DIVISI0111 OF HIGHWAYS 5� z5 0 50 ��0 1000 Birch Ridge Dr., Raleigh NC, 276l0 ��op kURPac' �-'-�'-'-�I� ADT 2038 = 5,975 LENGTH ROADWAY TIP PROJECT B-4808 = 0.159 MILES D H V = � 3 % 2012 STANDARD SPECIFICAT70NS e�' '�' PLANS D= 65 % �NGTH STRUCTURE TIP PROJECT B-4808 = 0.040 MILES m 50 25 0 50 l00 T- q o/o * RIGHT OF WAY DATE: GARY LOVERING, PE srcxaruns: } a V= 60 MPH TOTAL LEIVGTH TIP PROJECT B-4808 = 0.199 MILES �ANUARY 31, 2017 ��r o�' PROfECT ENGINEER ROADWAY DESIGN P` 4 PROFILE (HORIZONTAL) * TTST =4 DUAL 5 ENGINEER oF Tww�,e� l0 5 0 l0 2o FUNC CLA55 = I,ETTING DATE: BRUCE PAYNE, PE MAJOR COLLECTOR JANUARY 16, 2018 �Ro�Ecr DEsrcN ExcrxEEn PROFILE (VERTICAL) SUB REGIONAL TIER SlGNATURE: Note: Not to Scale *S. U.E. = Subsurface Utiliay Engineering BOUNDARIES AND PROPERTY.• State Line —�•�• •�•�— County Line Township Line --- --- City Line - - Reservation Line — — — Property Line Existing Iron Pin � Property Corner —K Property Monument � Parcel/Sequence Number iz3 Existing Fence Line -x x x- Proposed Woven Wire Fence B Proposed Chain Link Fence B Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -•�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E•a Existing Endangered Plant Boundary E°� Known Soil Contamination: Area or Site �? � Potential Soil Contamination: Area or Site �?� � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine 'SZ' Foundation 0 Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water — — Hydro, Pool or Reservoir �____ J Jurisdictional Stream —�S — Buffer Zone 1 ez i Buffer Zone 2 az z Flow Arrow E - - Disappearing Stream — Spring p�- �_.-� Wetland � Proposed Lateral, Tail, Head Ditch � � ,�. False Sump � �`�[� ��JI°lE �1F ��]I�°I[[°l�i �C�1�$�1L1I�.� �2�� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standard Gauge �-�--� CSX TRANSPoR7A7/ON RR Signal Milepost MILEPo T 35 Switch 0 swrrcn RR Abandoned -� � -� � RR Dismantled -------- RIGHT OF Wf1Y.• Baseline Control Point � Existing Right of Way Marker � Existing Right of Way Line Proposed Right of Way Line � Proposed Right of Way Line with � Iron Pin and Cap Marker Proposed Right of Way Line with � Concrete or Granite Marker Existing Control of Access —��— Proposed Control of Access � Existing Easement Line --E-- Proposed Temporary Construction Easement - E Proposed Temporary Drainage Easement TDE Proposed Permanent Drainage Easement PDE Proposed Permanent Drainage /Utility Easement oue Proposed Permanent Utility Easement Pue Proposed Temporary Utility Easement ruE Proposed Aerial Utility Easement auE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol 0 Pavement Removal � T�EGETfITION.• Single Tree �3 $ingle Shrub � Hedge Woods Line -``.'1.,'-`"'-``.'1-''-' Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: {3 f3 (? f3 vineyaro CONC — � CONC WW I � CONC HW �--------� � c8 s0 � • O ►/ r .—• Q: Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole OO Telephone Booth ❑O Telephone Pedestal ❑O Telephone Cell Tower � U/G Telephone Cable Hand Hole "H Recorded U/G Telephone Cable ' Designated U/G Telephone Cable (S.U.E.*) — - - - -�- - - - Recorded U/G Telephone Conduit �_ Designated U/G Telephone Conduit (S.U.E.*� - - - -'�- - - - Recorded U/G Fiber Optics Cable '°� Designated U/G Fiber Optics Cable (S.U.E.'"� - - - -� ��- - - WATER: Water Manhole O Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line • Designated U/G Water Line (S.U.E.*�— - - - -•- - - - Above Ground Water Line A•c Wate� rv: TV Satellite Dish C� TV Pedestal ❑O TV Tower � U/G TV Cable Hand Hole HH Recorded U/G TV Cable �° Designated WG N Cable (S.U.E.*) - - - -�°- - - - Recorded U/G Fiber Optic Cable '° °� Designated U/G Fiber Optic Cable (S.U.E.*r- ----�� F�- -- GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line °�c `°s SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0+ U/G Sanitary Sewer Line ss Above Ground Sanitary Sewer A�c sa�,ta�Y sewa� Recorded SS Forced Main Line �s� Designated SS Forced Main Line (S.U.E.*) — - - - -��s- - - - MISCELLANEOUS: Utility Pole • Utility Pole with Base ❑ Utility Located Object p Utility Traffic $ignal Box ❑s Utility Unknown U/G Line ��*�— U/G Tank; Water, Gas, Oil � Underground Storage Tank, Approx. Loc. �sr A/G Tank; Water, Gas, Oil � Geoenvironmental Boring � U/G Test Hole (S.U.E.*) � Abandoned According to Utility Records AATUR End of Information E.O.I. �, a a N a a � ro m � � m� ,. �� oa� PAVEMENT SCHEDULE NOTE: PAVEMENT E�GE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. PROP. APPRO%. 2" ASPHALT CONCRETE SURFACE COURSE, TVPE S9.SB� C 1 AT AN AVERAGE RATE OF 112 LBS. PEF SQ. V�. C 2 PROP. APPROX. 3" ASPHALT CONCfiETE SURFACE COURSE, TYPE 59.56, AT AN AVERAGE RATE OF 168 LBS. PER S�. Y�. IN EACH OF TWO �AVERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TVPE 59.56, C`3 AT AN AVERAGE FATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAVERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TVPE I19.OB, AT AN AVERAGE RATE OF 456 LBS. PEF S�. VD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D2 TVPE I19.06, AT AN AVERAGE RATE OF 114 LBS. PER SQ. VD. PER 1" DEPTH, TO BE PLACE� IN LAYERS NOT lESS THAN 2�/p" IN DEPTH OR GREATER THAN 4" IN DEPTH. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TVPE B25.08, E 1 AT AN AVERAGE FATE OF 456 LBS� PER SQ. V�. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TVPE B25.0B, E 2 AT AN AVERAGE RATE OF 114 LBS. PER S0. V0. PER 1" DEPTH. TO BE PLACED IN LAVERS NOT LESS THAN 3�� IN �EPTH OR GREATER THAN 5%p" IN �EPTH. �J PflOP. 8" AGGREGATE BASE COURSE. R SHOULDER BERM GUTTER. T EARTN MATERIAL. �J EXISTING PAVEMENT. NI wEociNc IY-6" E W/GR ' *8 —6 I PS � `_8 I ,�—Z I .� 02 T GRADE TO THIS LINE TYPICAL SECTIOIV IIVSERT A: USE IN CONJUCTION WITH TYP7CAL SECTlON NO. 1 C�r 2: —L— STA. I2+51.50 TO 14+45.25 (BEGIN BRlDGE) LT. —L— STA.76+57J5 (END BRIDGE) TO l8+01.50 LT. EOP 8,_6» 2,_4„ 6,_2» FDPS � l . �2 02 ORIGINAL GROUN- t� VARIABLE SLOPE ORIGINAL GROUND � 6:1 ORIGINAL GROUND � /� VARIA6LE 3 SLOPE ORIGINAL GROUND ORIGINAL ,L.1 U U U GROUND SHO ULDER BERM G UTTER DETAIL -L- STA.73+05.00 TO 14+34.25 (BEGIN APPROACH SLAB) LT. -L- STA. 16+68.75 (END APPROACH SLAB) TO l7+37.00 LT. 6'-0" E 9'W/GR 4,_Q„ FDPS C '��8 ��—� 6'-0" E 1 9' W/GR 4,_�„ FDPS .� 08 .`Z �-L- I 24�_��. � 72,_�„ 12,_�„ C2 �GRADE I W t ( AOINT � \ .� 02 I .0 �2 �\\ — — — — — — — — — — — — — �/ \II.O" W 11.0",/ U � � GRADE TO THIS L/NE � TYPICAL SECTI011t NO.1 C2 � GRADE I t C2 ) POINT I C .`z .�z 11.�„ I GRADE TO THIS LINE TYPICAL SECTI0IV 1V0.2 6'-0" � 9'W/GR 4,_�» FDPS �, .02 .p �g 7 GROUND PROJECT REFERENCE NO. SHEET NO. B-4808 2A—1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINAIiY PLANS DO NOT L'SE POR CONSTRL�CTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED USE TYPlCAL SECTlON NO.1: -L- STA. 17+00.00 TO /2+75.00 -L- STA. 20+00.00 TO 21+50.00 (50' INCIDENTAL MILLING FOR TlE-ENDS AS DIRECTED BY THE DIVISION CONSTR(1CTION ENGINEER) 6'-0" � 9'W/GR 4,_Q» FDPS .0�2 ,p �g �-L- I 39'-0" " 36'-6" CLEAR ROADWAY 2„ * g,_6„ 12,_p„ 12,_�„ q, EXTRA WLD TH ' FOR SPREAD I C2 � W C2 GRADE ' � W 5%a" Si�4�, .O2 POINT I S/a„ .02 00 00 00 00 00 00 00 b0 00 00 00 00 00 I 2L,_y,> I 17,_3„ TYPICAL SECTI0IV 11t0.3 USE TYPICAL SECTION NO. 3: -L- STA. 14+45.25 TO 16+57.75 —n �� ORIGINAL GROUND USE TYPlCAL SECTION NO. 2: —L— STA. 12+75.00 TO 14+45.25 (BEG. BRIDGE) —L— STA. 16+57.75 (END BRIDGE) TO 20+00.00 � SURVEY DETAIL SHOWI11tG METHOD OF WEDG711tG I J � � ti O Z ti O � i w O � o � W � � a O � w � � � W U ti O Q a � 0 0 0 � 0 � W 2 � � i N P � � DETAIL A � SPECIAL LATERAL 'V' DITCH � No++o s�oia� Na�ural � Fill G.ou�d 1.� Slope D Min. D= 0.9 Ff. FROM -0ET- STA.11+00 TO STA.14-F00 LT — � I � �� BEGIN _nFT DETAIL B SPECIAL LATERAL 'V' DITCH �Horm s�oie� ,�1 F�II 3� � Slope Graund ?'� p d Geo+e.�ue Min. D- 0.8 Ft. Type of Liner= Class I Rip-Rap Man. d= 0.8 Ff. FROM -0ET- STA. 14+00 TO STA. 14+60 LT � C • � � "`_�; - —�� 3��- _ DETAIL C SPECIAL LATERAL 'V' DITCH I Na� �o s�a�� No�ural � Fill Ground 2.� Slape D Min. D= 0.8 F. FROM -0ET- STA. 19+00 TO STA. 28+00 LT FROM -DET- STA. 18+60 TO STA.20+21 RT DETAIL D DETAIL E DETAIL F TOE PROTECTION 2�� No>>o s�ae� ,�¢R STANDARD 'V' DITCH STANDARD 'V' DITCH F�q F� O�F P¢ 1 Not �o Scalel ( No� �a Scale� �� SO/� P ti, F`S G�oun 2.� ,`� Grounl No�urol 1 No�urol Pd �� Ground Z� D ,�1 Gro�nd d= 0.6 Ft. MATfING Min. D- 0.9 Ft. Min. D= 0.6 Ft. Type of Liner- MATfING T e of Liner= Class I Ri -Ra Ma.. d- 0.6 Ft. FROM -DET- STA. 18+65 TO STA. 19+00 LT FROM -0ET- STA. 14+00 TO STA. 14+60 RT FROM -0ET- STA.14+60 TO STA. 15+12 RT FROM -0ET- STA. 18+43 TO STA.18+80 RT SPECIAL LATERAL 'V' DITCH SEE DETAIL A � � * �, d � �� I O BEGIN BRIOGE -DET- POT STA l4+sQ()p �' � I � 70 � 2"��'�\� SPECIAL LATERAL � ��- '2f '§\�� 'V'DITCH �'tm�� %F � SEE DETAII B N I �� TALL PINE _z-� iNVESTMENTS LLC DB �0�3 PG �B `� � T I � � -� G � �►-- ^ � TYPE II \� � �"�- � � GRAU 350 TL-2 .. . A �SS-�.. �• - �-c. ,-... ....... , � —__ �- —,_ - _ _ � � � _ —_��_ — _�J � — _ �� T� os ..�,�r,�"'1� � � � --- `�"'��- _ ---i—T =— �,, �L� � . o = v,��'l � UCTION 10 +25.00 TALL PINE INVESTMENT$ LLC OB i043 PG �B �� END BRIOGE -DET- POT iy�!.�;1 {i�%/ !( i_/iK�L OB BT6 PG Q8 ALCOA POWER GENERATING INC STANDARD 'V' DITCH SEE DETAIL F �I � -DET- 0401 � I 15" SIDE DRAIM? -REMOVE m / �a �A FO�JB CA JiMMY M KETCNiE / �Y� D8 620 PG i8 /� SPECIAL LATERAL � � V' DITCH SEE DETAIL C � � 15" � SIDE DRAIN �� Q � �REMOVE � '� �s F � a � PROIECT REFERENCE NO. SHEET NO. B-4808 2B-1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT 45E FOR CURSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED /7�I/t�1li 1��7fi�1�AU% i / , g � � y i � � � %�., —_� �q � Q PE-III -�1 � n�/M � � GRAU 5� T�L-2 � 10' R � ir � 3F' � Oa0 �� / �'o l� � � � � �m W 9' 325' E a _� ; �� rr i� �3 �� oW r� <n � - E-T_ - R �� 2 ��%ww Z — �`" =JT_ = F �i�� 1�l � —L� = €i��_�� =-- 5 � G ��`� O �i .. Nai �� —r=� � _ -_ /'q � � ^ Ti ___ _ _ _ � I I I ��L h�N _ �4� ' , �. , + . — -- �ei� — _ —____ � � ` E' 0.1g� `� �—e�� —�� ' - � ��s N�� — Ex�S,�N� P.w — � � N / � � STANDARD 'V' DITCH HIGH ROCK LAKE SEE DETAIL E TOE PROTECTION SEE DETAIL D —�— -DET - -Ph�SIo-I�+B�3 -Pl-S�b-�B+Bh.4Q- Pl Sfa 11+70.49 Pl Sto 2/+/7Jl p= l0' 49' l62' fLT1 p= lT l5' 5/5' fRTI �-�-�49`tf�'- �--�P-14'-38�.9`- D= 3' l0' S92' D= 8' 03' 305' t�8��`- �P89�B4' L= 33996' L= 21424' �4` �-=--14�.@Y T = 170.49' T = 10799' � � SE =�0� SE =�0� � � r - _ � � ��,��,�� ,�,,,�� - � � � �� ,��- - — ;��SR,004 ' _ ` � �- � � � m `�'-`"`�� s�ER� IQ �� 3 �� _ ao. h � � �.,, � � � � DAViD R & � � �4;� ' 1 � � .� ULL1E T MORGAN ��''- � � � F� �� - �f,� � � /� R�DB o7� P6 �B5 .� . � � �� "��, Y �y �� J �,, F,� -'� _ i -Y � � i 'y �� STANDARD \�� 'it,�c,,.. � r L � � �� 'V' DITCH \ `� F� / � �,�� 7� T SEE DETAII E �� , ;` ALCOA POWER GENERATING MC Saean� uiesni 'v' oiiCH � DB 876 PC 48 SEE DETAIL C � � -DET- PC E�ttr w ��°� �5• Fi � SIDE ORAIN MARY C-l/m r� /� MORGAN-. � � j oe wi �' I I ' � PG 927 �, � � _ - -.,�� I / i� � l I �,a'� � � I� C _ew � Y4R�y�Y M' 8 —_� � 5� ��4N EPS CIAt--- TERAL is gK 'v' oliC� SEE DET IL C z�� n �� a � � � �I ¢ � � �` � Iq.l - C 10' R� ��f:, ,,,w/, �� z� 4� � m � ( I ° �4zEeo � _�g� � � � �-151DE DRAIN w z3ses� _ �� ' ; i ��f uau � so J ��0 _ _ � �--- t �_�� . - - �, �'. q -J�? '_ _ _ � � 9R^WD � __ �_-�___ � = ��: Z , 9L �_� ' - � �- Fi� K�-�_ �� - i Ex�s. - 15• ,Nc sc�� _ _ � � �R R.— 3 �� ET� - \ j �w REMOVE (� �. ,; es s sa•u.o- � l� C J � '�. I O.I6o W _ EIF�'rw..,,- �_ - � O � f� �� P RETAIN REMOVE �Z� � c � a a Lyo, 36"CONC v � S. m �M. oa II � �% q �w ��S � � DAVID R b ULLIE T MORCAN �� I �+rR '�� ,,,� � ,�� o o � � E CONSTR UCTION � ��;� 3,Te � ��'�FFR�E�q�L4N E— POC STA 28+I2.00 I II� � ss� � 5g8�4N FOR -DET- PROFILE SEE SHEET NO. 6 I I tor ? j��a 'FOR STRUCTURE PLANS, SEE SHEET NO. S-? THRU S-? `y COMPUTED BY: T.R. HOWELL DATE:1 2/1 32 01 2 PROIECT REFERENCE NO. SHEET NO. � CHECKED BY: 1 Bruxton DATE:1V42013 �'�'��'�°q ��q �� (�� `�� B-4808 3B �]��]��]�� 1�]��r]��V�i�'� SUMMARY OF EARTHWORK (IN CUBIC YARDS) STATION STATION UNCL. BORROW WASTE ExCAV. EMBANK. % -L- 11+00.00 -L- 14+45.25�Beg.BR.) 180 281 101 L- 16 �+� 57.75�End BR. -L- 21 � 50.00 125 1,748 1,623 TOTAL: 305 2,029 1,724 SHOULDER MATERIAL ?q2 242 PROIECT TOTALS: 305 2,277 1,966 EST.S% TO REPIACE TOP SOII ON BORROW PIT 98 GRAND TOTALS: 305 2,271 2,064 SAY: 310 2,070 *ROCK PLATING 222 SY `UNDERCUT FOR EMBANKMENT STAB. 500 CY 'UNDERCUT FOR SUBGRADE STABILIZATION 250 CY SHALLOW UNDERCUT FOR SUBGRADE STAB 300 CY 'GEOTE%TILE FOR SOIL STABILIZATION 200 SY "CL455 IV SUBGRADE STABILIZATION 570 TONS 'RECOMMENDED FOR INCLUSION IN THE CONTRACT AS A CONTINGENCY ITEM PER GEOTECHNICAL'S LETTE2 DATED APRIL 2, 2073 Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit. Note: Approximate quantities only. Undassified Excavation, Borrow, Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement, will be paid for at the contract lump sum price for "Grading." "N" = DISTANCE FROM EDGE OF L4NE TO FACE Of GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G= GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 LENGTH SURVEY LINE BEG. STA. END STA. LOCATION C m E -L- 12+51.50 -L- 16+57.75 �END - -L- 12 �i 51.50 c -L- 1b-57.75 �END 0 STRAIGHT SHOP DOUBLE CURVED FACED 14 i� 45 25 (BEG. BR) lT 193.75' 18+01.50 lT 143.75' 14+4525 (BEG. BR.) RT 193.75' 20+14.00 RT 356.25' SUBTOTAL: 887.50' NCHOR DEDUCTION: -275.00' TOTAL 612.50' SAY' 625.00' SHOULDER BERM GUTTER SUMMARY SURVEY STATION STATION LENGTH LINE -L-, LT 13+05.00 14+34.25 129.25 -L-, LT 16+68.75 17+37.00 68.25 TOTAL: 197.5 SAY: 200.00 REMOVAL OF EXISTI11lG ASPHALT PAVEMENT S UMMARY �� ----- ----- ----- ----- ----� - � GUARDRAIL SUMMARY WARRANT POINT '�N" FLARE LENGTH W ANCHORS IMPACT REMOVE DIST. TOTAL ATTENUATOR SINGLE REMOVE AND FROM SHOUL. TYPE 350 FACED EXISTING STOCKPILE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRP,ILING %1 GRAU y� GUARDRAIL GUARDRAIL EXISTING E.O.L. %I M-350 NPE III CAT-1 BIC AT-1 GUARDRAIL END END END END END END MOD 350 TL-3 MOD EA G NG 13 �r 76.50 8.5' 17.5' S0' �• 1 1 193' 16+76.50 8.5' 11.5' S0' 1' � 7 1 14C' 13�i�76.50 6' 9' ��5� 3' 1 1 168' 18+89.00 6' 9' 337.5' 3' 7 1 7qq' REMARKS � �+-00.00 -DET- ao.oa� r EX. ILW � �\ 7 �^r- Q _ ��'�=��" . Z - = O ^, �- N � ' W �`^ Y ;� _ � � � � _ O �. u � W h � ? Q D L'�� T 17�T jl �1 h � 4 O � � 8 � � � �� N � ; v �r � 0 � m o p c� . / o f0' i 1 PROIECT REFERENCE NO. SMEET NO. DETAIL A DETAIL C PREFORMED SCOUR HOLE B-4BOB 4 CUT DITCH TOE PROTECTION 'NOT TO SCALE �Ho�eo s�oie� �No�ro s�oie) RNJ SHEET NO. F`ane PLAN VIEW ROADWAY DESIGN HYDRAULICS Di�ch P��g` INSTALL LEVEL AND FLUSH Ha+�.al � p�� siope Qs ENGINEER ENGINEER Groun ?�� p F��e Gr�ound b �'`f��s\� �'ITH NATURALGROUND M�� o z.o F� d_ �a F� �� d ^' '"s °' PRELIMINARY IDLANS 6= 2.0 Ft. Gcofex�ile P'ipe or D'ilch DO ,\'OT VSE FOA CONSTR['CTION FROM -L- STA. 11+50 TO -L- STA. 13+00 RT Ou11e1 Type of Liner= B Rip-Rop A FROM -L- STA. 12 �� 75 TO -L- STA. 13+25 RT L � / FROM -L- STA. 12+75 TO -L- STA. 13+25 LT BEGIN TIP PROJECT B-4808 DETAIL B DETAIL D Sq�o�e P�efe�med � / SPEGIAL LATERAL 'V' DITCH ROCK FILL IN POND sco�r nola �PSH� -L- POT STA.11 + 00.00 � No,.o s�e�e, ,�o„o s�a�e, ,a p Raa �� ba„� 0 Fn P,apo.�d "° 'h°`"" f°` `�°"n� Se UNLE33 ALL SIGNATURE$ COMPLETED r+ow�oi d� °` siape / � T �e� ��` � Elev.- 623.35' B- 3.75� Ground Z:/ O F�� 3.0' �/ Exisli 9 �3.0' �- 1.0� R d �Eanh Fill -� ��7 W= 4.0' � Min. D= 2.0 Ft. _ ao�k FIII '�n i 0, `N.w.S. SECTION A-A � Max.d= 1.0 F. Ta eerm Elev.- 622.35' X Q. Type of Liner= PSRM � l F PIPE �d - 15" OR 18"� , � FROM -L- STA.17+50 TO -L- STA.22+00 LT FROM -L- STA.13+90 TO -L- S7A.74<40 LT 8 RT ��s<p p EST 65 TONS CL II RIP RAP F PSRM END TIP PROJECT B-4808 � FROM -L- STA. 16 � 63 TO -L- STA. 17+10 LT 8 RT iHF�ow qr �L � Q � �: E5T 113 TONS CL II RIP RAP ,. �� e� � -L- POT STA. 21 + 50.00 Z Q USE SHOULDER BERM GUTTER AT THE FOLLOWING LOCATIONS: uNER�. CLnsS B RiPRnr * -L- STA.13+05.00 TO -L- 14+3425 (BEGIN APPROACH StP.B) LT. wirn ceoTexme MiN.rrucK p -L- 16 i-66.75 (END APPROACH SLAB) TO -L- STA. 17+37.00 LT. 0 � 308 O I^ � � BEGIN APPROACH SLAB / a, �- srn.,s �,s �T � 4 p x ti -L- POC STA14+3425 � �� Q d�MMv M KET�HiE � � � � � � STEVE F 6 `� � `v OB 620 PG �8 N o �� BEGIN BRIOGE �� * ur+oa s wasoH 3 i„ o � �� F9 ; � -L- POT STA14+4525 � � o0 oe �ozs Pc %o ��ia � 18 I 91.00 � ��f�1 c��F � HIG,�� OCK LAKE / /� p 90.00' � z SPECIAL LATERAL V DITCH / � / 3 �^"li_,.,-�� `l O o��F, ��} � i (j� +96.00 i SEE DETAILB Q M / � 97.00' J ^/� EST. 224 SY PSRM /�� P�� s�� DB B76 aC 48 +te.00 m m i TALL PME � ALCOA POWER CENERATINC INC z� � ss-oo' o% `� � � /� oo.oa v �.00 � iNVESTMENTS LLC � ( ' +sz.00 � 29 9P � , `� �.00' � � Ip�j P( �8 � I +56.34 105.00 � /�� /'j \ 4'/ � q � \ +40.00 'Z 00 00 J 100.00' \ +ss.oa � % 3v�' __�I '` 61.41' E O E .165A0'� � 93.00' / +88.00 � F D -E 26.67, �j E ro PROTKTION E E E E E i j +noo E z 4saz�j +oo.00 �as.ss �'^�'' m� o. SEE DETAIL C Z'�, � �-j �, 76� /�J�I f � 45A0' +34.00 45Q� � 6 ' - INC. Ql I R EST.lB TONS CLASS "B'�IP RP,� I // �n J 040 +05.00 /, z� J �� i 71.00' 128.87 ' � ��'� ST 53 SY GEOTECTILE 040 � � �' bg� c i � 9z" C� � +� 68 00 45.00' ,/'N� - �� _%� A S. f c� / 68.00' +65.00 0' /� 0= - _ ? R � �i � 30 00 A i .i � �i �, +1�.00 N � � -- � - , _� �� / � "� o � m aa 9e F �, .,� � F a .00�s � +ei oo H r -__�s , _ � !` PSH� 2GI.0401 ncr . ^, � �'c ,z �F � �T ' RCP�IL . F . io F � GRAU 358-�� ': a � 62 00' JvV l�. � � �ap GR_AU �5 � ; . , � - __ _ REMOV _ :rxr / _ � _ E x ' ---_ M - . _ . � � .. m.. _zisTirvc aiw i 10' R - REhib R Q UF f +� �� +26.78 z � � N - �� 2 ! 040 _ _ �! � ; � i� 30. 1' � �� - - _ i i�� ? . '' V \ 2G -__ .. - i � _ � TL R �10' R - _ � -�58.00+54. � O - 5 �= 45 00' ,/ 2A0 - __ C 'n- r, . �c -��i � - - , o n�i wl- I - u b� �o,R -- . R � lrj p ' _ �U 3 � � TYPE-III � �TYPE-II � O O o �VA�� _� _ � _ _� . ' �-i 350 iL . - [ n. & STr = _ N l. _tn 8i- ..- 10' � N � Ij ^ �_ � o w -- '_`�'-'- ��=,r v.,,,,,,,. � � � Mr� p -- � �� . i- a � -`"�`��.�. - ------ - • - :00.00 � ' L �-�_: __._ . P- . [xicTwcuiw � -.. -.-r�.-� a� � - -- GRAU350iL-3 BIiaPER � N ` � �/ O v I - � - _ 30.09, t 50' TAPER CUT DITCH J R i � F � e � F . ^Lr�' -rwr� ��t�.:1' :�..... -� � n� w .� ;�_ l T SEf DETAIL A �`r /C . � � -��. . �� F M z.67' _ =iGoa T �` Q � GK � in�r�nai $ RT +so.00 I �^-�r,� , � �� '� . F i E I � E F .. R t6a N 77pz ----- _�F a°.--` h 7'�T�Sr 39.00' � � }. +60.00 �� - � �� \ � 26.67' � �", in �c nn +so.ao � � � � , � � DAViO R 8 E �� I � � ROCK FILI IN POND FULL EMBANKMENT 50.00' �.'1- � N INC. ��c,K LRL�E T MORGAN � _� � TALL PINE �NVESTMENTS LLC oo FOR QUANTITIES SEE DETAIL D �� '1��, � ?' t� .� pg pT� P� 185 " �� i� / �I ROCK PLATING �- �0�3 PC �8 �3 T75 00 ,, �� SEE DETAIL � � � - � � � A � �' � � S � j� ei �a� Hl�, � , �'iGCK LAKE +ezoo �" �� „ � � � \ � �9 � �� , � +oo.ao � � > 2 ;� ;� es.00� � � ;, � � �'ti`c, � � r o �, �x,i � ,^� ROCK FILL IN POND FULL EMBANKMENT \��`� +50.00 5p rQPER 299g = TOE PROTECTION +56.34 q'� - C� SEE DETAIL C / END BRIDGE FOR QUANTITIES SEE DETAIL D 50.00' �� / � r RT � U a EST.18 TONS CL455 "B" R��4P -L- POT STAIB'FS7.%J� A�COA POWER GENERATINC iNC +oo.oa 50.00' & +so.00r � �, � EST.53 SY GEOTECTILE DB 876 PG �28 50.00' +00.00 � / 65.00' 65.00' S0.008 29.98' END APPROACH SLAB O � -L- POT STAl6+5g+75 Q -L- PoT Sio.23+00.00 ' � •`' -=c�c`T- �;v:z-'•+'''rt'� -L - - n� � ERBtr YI P° A�4R�RRy w 8 Pl Sto /3+07A3 Pl S�o 20+0%42 e,,�.� o,�� MORcnii�� s�' ��+z;'1� 7 � _ /0' 39' 079' 2T1 0 = /2' /6' 02l lRT1 � °B 61 � - � �� D = 3' 49' �/A' D = 4 l4' 38.9' „ _ z. ,,,. �., -8-�-�A3' 3�.� � �, - ?c ezi ,� � � � - i s eK o � � / � L = 278.87' L = 289.04' �,r �� ..E � ^�� 1 � +as.sa -�er- T=/39.84' T= I45A7' �yr. �.gq� �- i� � f ��" �� so.00• R = 1,500,0p' R = 1,350A0' SE = OA6 SE = OA6 �s� �r� ry ' �� ° �ml � t� `�� ` +az.ae - Er_ ��eo �, Q�,n, e� �i Q -( _ _ � � � x. ww ' �� I V) "' o� � �1 � TYPE-I I I � n�i � -L - N � TYPE-III BEGIN BRIDGE ,� -L- POT STA.14+45.25 � r d � BEGIN APPROACH SLAB -L- POC STA.14+34.25 l� oi �� i . � C7 I �� 4:� � � i `°�zas-e�r �,�� 1� w so I �-*�9.4o I � 34.54' ) ��__ -�-� RCe ` I 9g WD R l __ I 2 9� � �_ SPIKE _ �� i � E- I�"kCP�_ -L GR �- � - �3 � � � Na�� _ � � / �W 3 �_ U v� „a BS7 S 39°//'Op�- `�� /� � '�. I 0.76' _ EIFO �-vw� � � � �p � N _ � � � ro Nc q � ' �z � , �� \ s^y i Q I .� 36" CONC �' i �% w Q�m �� - " 4> � a b i I I � -_� � � �'y - DAVID R 6 LILUE T MORCAN �� n- . li PB 9995 PC 3 78 �� $. '�FpREy __ 5. �ot � At�a � FOR -DET- PLAN VIEW, SEE SHEET NO. 2B-1 � I" ��ss95 � Ssq�aN FOR -L- PROFILE, SEE SHEET NO. 5 I �or ? 3+�a FOR STRUCTURE PLANS, SEE SHEETS NO. S-? THRU S-?