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HomeMy WebLinkAbout20131248 Ver 1_Application_20131202 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY December 2, 2013 North Carolina Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 ATTN: Mr. Rob Ridings NCDOT Division 5 Project Coordinator SUBJECT: Application for Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters for the I-40/440 Pavement Reconstruction – 3-Lane Maintenance of Traffic (MOT) Project, Wake County, North Carolina. Federal Aid Project Nos. IMS -040- 4(147)298 and IMS -0440(13), TIP No s. I-5338 and I-5311. Debit $240.00 from WBS Element No. 46157.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I- 40/440 from the I-40/US 64 Interchange west of SR 1319 (Jones Franklin Road), continuing along I- 440/US 64 to north of US 64/US 264. During the duration of pavement reconstruction along the I-40 portion of the project, NCDOT will be required to maintain 3 lanes of traffic in both directions during peak travel times. In order to accommodate this 3-lane maintenance of traffic (MOT) requirement, initial construction will consist of temporary road widening and permanent bridge widening along the project corridor. Construction of the road widening, drainage, retaining walls, and bridge widening will be performed as part of the MOT project. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters are being requested at this time for impacts associated with this work. Subsequent applications/modifications for Section 404 Nationwide Permits and 401 Water Quality Certifications and requests to modify the Neuse River Riparian Buffer Authorization will be submitted for the remaining work associated with the pavement reconstruction as project design progresses. Please find enclosed the Pre-construction Notification (PCN), U.S. Army Corps of Engineers (USACE) Jurisdictional Determinations, North Carolina Ecosystem Enhancement Program (EEP) Mitigation Acceptance Letters, pre-application meeting minutes, permit drawings, buffer drawings, and roadway design plans for the initial MOT project. A Categorical Exclusion (CE) was completed for I-5338 in December 2012 and for I-5311 in February 2012. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT SECTION 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG PHYSICAL ADDRESS: Century Center - Building B 1020 Birch Ridge Dr Raleigh, NC 27610-4328 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: I-40/440 Pavement Reconstruction - Maintenance of Traffic (MOT) Project 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: TIP# I-5338 and TIP# I-5311 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.753786 Longitude: - 78.644015 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 680 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Crabtree Creek and Walnut Creek 2b. Water Quality Classification of nearest receiving water: C;NSW (Crabtree Lake [Crabtree Creek], Lake Johnson, & Lake Raleigh [both Walnut Creek] are B;NSW) 2c. River basin: Neuse 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: Both I-40 and I-440 are classified as Interstate based on the North Carolina Functional Classification System. The project area consists of maintained NCDOT right-of-way along I-40/440 and is primarily composed of maintained fill slopes, paved shoulders and interchanges, and forested edges adjacent to the roadway. Land use within the vicinity includes forested, commercial, industrial, medium- to high-density residential, agricultural, recreational, and infrastructure-related. 3b. List the total estimated acreage of all existing wetlands on the property: 4.9 acres jurisdictional wetland; 0.27 acre non-jursidictional, isolated wetland 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 12,248 LF 3d. Explain the purpose of the proposed project: The purpose of the pavement reconstruction project is to address deteriorating road conditions by replacing deficient pavement and road-bed material in order to improve the quality of the road along the project corridor, while still maintaining traffic during project construction. The purpose of the initial maintenance of traffic (MOT) project is to complete temporary road widening, drainage, retaining walls, and bridge widening required to maintain 3 lanes of traffic in both directions along I-40 during peak travel times for the duration of the pavement reconstruction. 3e. Describe the overall project in detail, including the type of equipment to be used: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I-40/440 from the I- 40/US 64 Interchange west of SR 1319 (Jones Franklin Road), continuing along I-440/US 64 to north of US 64/US 264. For the MOT project, the roadway will be temporarily widened approximately 4 feet through grading and paving. Temporary funnel drains and rip rap pads will be installed during the MOT project. These drains will act as temporary access devices and will be removed in a few years when the entire pavement reconstruction is completed. All practical alternatives will be utilized to minimize the project footprint associated with the temporary MOT widening. Standard road building equipment such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: See attachments Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Jim Mason (I-5311); Elizabeth Workman- Maurer (I-5338) Agency/Consultant Company: NCDOT (I-5311); RK&K (I- 5338 Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. I-5311 Preliminary JD issued April 19, 2013 and updated on October 2, 2013; I-5338 Approved JD issued on April 1, 2013 3 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. n/a 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. This larger pavement reconstruction project will be completed as three smaller projects. This buffer authorization and isolated wetland permit request is part of the initial MOT temporary widening project, which will allow NCDOT to maintain 3 lanes of traffic on I-40 during peak travel times throughout the duration of pavement reconstruction. Subsequent Section 404/401 permit applications/modifications and requests to modify the riparian buffer authorization will be submitted for the remaining two smaller projects when final design on those road sections is complete The remaining smaller projects will be: 1) Area 3 (from Station 440+00 near the beginning of the I-40/440 interchange east to station 628+60 north of the I- 440/US 264 interchange and 2) Areas 1,2A, 2B beginning at station 19+02 near the I-40/US 1 interchange west to station 444+00 just west of the I-40/440 interchange. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Perm. Fill Basin Wetland Yes No Corps DWQ 0.27 Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g. Total wetland impacts Perm.: 0.27 Temp.: 0 2h. Comments: No 404 jurisdictional wetland impacts will result from the proposed MOT temporary widening project. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T PER INT Corps DWQ Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ Site 5 P T PER INT Corps DWQ Site 6 P T PER INT Corps DWQ 3h. Total stream and tributary impacts Perm.: 0 Temp.: 0 3i. Comments: No stream impacts will result from the proposed MOT temporary widening project. 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts Perm.: 0 Temp.: 0 4g. Comments: No open water impacts will result from the proposed MOT temporary widening project. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 19,995 29,948 6i. Comments: See the attached buffer impact table for site-by-site impacts. 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. For the MOT project, impacts to jurisdictional wetlands and streams have been avoided. The locations of impacts and the specific side of roadway selected to be widened were carefully chosen to minimze impacts to riparian buffers. Widening into the median was utilized wherever feasible. All culverts and outlet protection have been redirected outside of existing buffers and impacts have been limited to areas associated with the widening. Due to the proximity of the man-made, isolated wetland feature (Wetland WO) within the Hammond Road interchange, avoidance of this feature is not feasible due to the construction of a temporary ramp associated with the MOT plan and the required drainage improvements required for final project construction. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Use of Best Management Practices (BMP) and measures will be used to reduce stormwater impacts to receiving waters and minimize erosion and runoff from the temporary construction sites. All equipment and material staging areas will be located outside of protected riparian buffers and within uplands. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 26,064 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: n/a 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. n/a 8 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 Parallel Impacts 5,601 3 (2 for Catawba) 16,803 Zone 2 Parallel Impacts 6,174 1.5 9,261 6f. Total buffer mitigation required: 26,064 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). Mitigation will come from EEP. EEP Mitigation Acceptance Letters attached. 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: See attached permit drawings. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: A stormwater management plan is not required in conjuction with the temporary widening associated with the MOT construction. However, a stormwater management plan will be prepared as part of future permit submittals for the two remaining construction projects associated with the pavement resconstruction. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: n/a 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No n/a 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): n/a 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. The proposed resurfacing project will modernize and improve existing transportation facilities but will not increase traffic volumes or result in additional development. Specifically, the MOT temporary widening project is being proposed only to maintain current traffic volumes during the resurfacing project. 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. n/a 11 6b. 6c.6d.6e.6f.6g. Site  Number TIP #Buffer Impact  Permanent (P) or  Temporary (T) Reason for ImpactStream nameBuffer  mitigation  required? Zone 1  impact  (square  feet) Zone 2  impact  (square  feet 1101I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SD)No6491936 1102I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SF)No3024266 1501I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SK)No01503 2001I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SN)No1721127 2201I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SQ)No9002914 2301I‐5338PParallel Walnut Creek (SDD)Yes156451 2302I‐5338PRoad Crossing Walnut Creek (SDD)No31401036 2303I‐5338PParallel Walnut Creek (SDD)Yes38894474 2304I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SR)No1191927 2305I‐5338PParallel Unnamed Trib to Walnut  Creek (SR)Yes1481649 2601I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (ST)No55066895 2801I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SU)No25281363 3001I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SX)No6788 3201I‐5338PRoad Crossing Unnamed Trib to Walnut  Creek (SZ)No01019 1999529948 6i. Comments 6h. Total Buffer Impacts     I‐40/440 Pavement Reconstruction Project  1 MEETING MINUTES    Meeting/Project Name: I40/440 Initial Permit Meeting    Date of Meeting:   (MM/DD/YYYY)  06/28/2013 Time: 10:00 AM US (EST)  Prepared By: Chad Rogers Location: District Drive RE Office ‐ 4005  District Drive, Raleigh  1. Meeting Objective    Kick‐off meeting with Permitting Agencies to discuss schedule and permitting strategies  2. Attendance at Meeting   Name Organization Email  Alan Shapiro NCDOT – Division 5 awshapiro@ncdot.gov  Lonnie Brooks NCDOT – DB lbrooks@ncdot.gov  Ryan Holloway Granite Construction ryan.holloway@gcinc.com  Beth Reed Kimley‐Horn beth.reed@kimley‐horn.com  Dan Robinson Kimley‐Horn dan.robinson@kimley‐horn.com  Chad Rogers RS&H chad.rogers@rsandh.com  Rob Ridings NCDWQ Rob.ridings@ncdenr.gov  Eric Alsmeyer USACE Eric.c.alsmeyer@usace.army.mil  Dennis Jernigan NCDOT – Division 5 dwjernigan@ncdot.gov  Mike Tuszynski Granite Construction Mike.tuszynski@gcinc.com  Chris Murray NCDOT – Division 5 cmurray@ncdot.gov  Jim Mason NCDOT PDEA‐NES jsmason@ncdot.gov  Deanna Riffey NCDOT PDEA‐NES driffey@ncdot.gov  Jason Talley RS&H Jason.talley@rsandh.com  Mark Schwandt Granite Construction Mark.schwandt@gcinc.com  Teresa Bruton NCDOT – DB tbruton@ncdot.gov  Clinton Pruett NCDOT – DB cbpruett@ncdot.gov  Chad Hinnant NCDOT – Division 5 cdhinnant@ncdot.gov  3. Administration  Topic Owner  Introductions All  4. Old Business  Previous Action Items Update /STATUS Owner Due Date  N/A First Meeting with Agencies    5. New Business  Topic   Importance of Partnering – Mike Tuszynski – Mike Tuszynski summarized the Team’s desire to partner throughout the project. Everyone agreed that partnering to solve and overcome obstacles is an important step in a successful project.  Project Overview – Dennis Jernigan summarized the recent developments in changing the scope of the project from the original two-lane MOT requirement to a three-lane MOT plan. NCDOT desires to maintain the Granite-RS&H Design Build Team’s original end construction date of August 2016. This meeting has been scheduled so that ideas can be     I‐40/440 Pavement Reconstruction Project  2 developed to help assists the Design-Build Team in mitigating schedule delays due to the recent scope change. The goal of the meeting is to determine the appropriate approach to beginning work as soon as possible.  Permit Split – In regards to splitting the permit in order to facilitate schedule (west of the I- 40/440 split), the jurisdictional impacts associated with each permit should be the same as the impact areas documented in the CE/PCE for each project. However, the project areas don’t have to coincide for each section as long as there are no jurisdictional impacts (i.e. if split is extended to the west to account for asphalt plant, etc. and there are no wetland/stream impacts in that extended area).  Discussions followed:  Agencies have jurisdiction of environmentally sensitive areas. Areas outside these ESAs, upland areas, are not monitored by the agencies. Any work inside an ESA will need the proper permits in place prior to beginning work. Any work outside the ESAs, which continues through the ESAs, is done so at the risk of NCDOT and the Design-Build Team if the ESA area has not been issued the proper Environmental Permit.  Neuse River riparian buffer limits need to end at the existing transportation facility (ETF) - (NCDOT maintenance limits -i.e. maintained grass shoulder, where mowing maintenance is likely to occur; approximately at the shoulder hinge point of fill slopes; and approximately 6’ offset from back of cut ditch slopes). Utilize aerials and field verification (where needed) to approximate this limit. The extent of the buffers need to be revised on the plans to reflect the ETF and impact quantities calculated based off of this limit.  Impacts in Preliminary buffer application should be based upon the plan view of the slope stake limits of traffic control plans.  For Final permit application, include utility impact areas on permit drawings and show all impacts in one complete permit application; show any impacts associated with temporary access; utilities (including gas line); E/C.  Final Application will have 2 sets of permit drawings: 1) Stream and Wetland impacts and 2) Neuse buffer impacts  Wetland (WO) located within the Hammond Rd. interchange has been determined to be “isolated” by the USACE; therefore is not subject to Section 404 permitting but will require an Isolated Permit from NCDWQ. NCDWQ does not require mitigation for isolated wetland impacts less than one-acre. Preliminary permit submittal can also include the Isolated Wetland impact for WO.  Project will likely be authorized under a Nationwide #23 permit – there are no specific wetland/stream impact thresholds for this nationwide; impacts are considered minor by the approval of the CE document and if impacts do not exceed those presented in the CE the project should qualify for authorization under NWP #23.  Evaluate 1.5:1 slopes in impact riparian buffer areas to reduce impacts where feasible, particularly in areas with parallel buffer impacts. In areas where grading is proposed in Zone 2; if reforestation plan is proposed (woody shrubs or trees; not grass); NCDWQ would likely not require buffer mitigation for these impact areas. NCDWQ wants to see a reforestation detail in permit application for new buffer impacts.  Label non-buffered streams on the plans  Where pipe slip lining is proposed; include temporary stream/buffer impacts for staging areas up and downstream of the pipes.     I‐40/440 Pavement Reconstruction Project  3      For latex modified overlays – do not allow discharge or runoff into streams; only appears to be an issue for bridge over Crabtree Creek.  For impact calculations, include an additional 10-foot outside of proposed slope stakes to account for E/C and clearing measures.  For pre-permit activities, submit Preliminary Buffer Authorization permit to NCDWQ. The Preliminary Buffer Authorization permit will be submitted based on impacts to Buffer Zones associated with temporary roadway widening and permanent bridge widening to facilitate a 3-lane MOT scheme. This permit will be acquired which will only show impacts to Buffer Zones. The DB Team does not anticipate any additional impacts to Environmentally Sensitive Areas beyond those anticipated for the original scope of work based on the I-5311 and I-5338 CE Documents. The DB Team and NCDOT will meet separately to determine the best course of action to assure the impacts stated in the Preliminary Buffer Authorization permit are an accurate representation of the temporary work to be performed.  Once final roadway design and drainage plans are completed for entire project, submit a Final/Modified permit submittal for all temporary and permanent wetland/stream impacts, as well as any additional riparian buffer impacts that were not accounted for in Preliminary permit submittal. The final permit application should include a stormwater plan as well as any impacts associated with utilities (including gas line).  Preliminary and final permit application package should be reviewed by Chris Murray (Div. 5 Environmental Supervisor) and Jim Mason (NES-Permit PM) prior to submittal to agencies. Prior to submittal of the Preliminary Buffer Authorization permit, a pre-application meeting with NCDWQ (Rob Ridings) is recommended to streamline the permit review time and resolve any questions.  Permitting agencies prefers to reduce the number of preformed scour holes proposed by the Design-Build Team. Only use these type of pipe outlet treatments when outfalling near an ESA and other outfall treatments are not practical. 6. Action Items     Action Owner Due Date  NCDOT to verify the current wet file is the latest file NCDOT 7/5/13  Design‐Build Team to verify and adjust Buffer Zone limits per discussions DB Team Prior to Permit  Submittal      8. Next Meeting (if applicable)  Date:  (MM/DD/YYYY) No immediate Agency  meeting scheduled  Time:    Location:     Objective:         I‐40/440 Pavement Reconstruction Project  1 MEETING MINUTES    Meeting/Project Name: I40/440 Preliminary Buffer Authorization Permit Meeting    Date of Meeting:   (MM/DD/YYYY)  08/23/2013 Time: 9:00 AM US (EST)  Prepared By: Beth Reed Location: Granite Project Office ‐ Raleigh  1. Meeting Objective    Review Preliminary Buffer Authorization permit drawings and discuss temporary/permanent impact approach to reach concurrence  and streamline NCDOT and NCDWQ permit review.  2. Attendance at Meeting   Name Organization Email  Rob Ridings NCDWQ Rob.ridings@ncdenr.gov  Chris Murray NCDOT – Division 5 cmurray@ncdot.gov  Rachelle Beauregard NCDOT‐ NES rbeauregard@ncdot.gov  Beth Reed Kimley‐Horn beth.reed@kimley‐horn.com  Dan Robinson Kimley‐Horn dan.robinson@kimley‐horn.com  Joel Madden RS&H joel.madden@rsandh.com  Bryan Vickery Kimley‐Horn bryan.vickery@kimley‐horn.com  Mike Tuszynski Granite Construction Mike.tuszynski@gcinc.com  Chad Hinnant NCDOT – Division 5 cdhinnant@ncdot.gov  3. Administration  Topic Owner  N/A   4. Old Business  Previous Action Items Update /STATUS Owner Due Date  N/A First meeting with NCDOT, NCDWQ and USACE on  6/13/13 – discussion of expedited preliminary buffer  permit for temporary widening to facilitate MOT     5. New Business  Topic   Hydro/Roadway Design Sections – Dan Robinson explained that the hydrologic design for the project was being done by KHA and RS&H and that the design split occurs on Sheet 24 at station 320+00 (RS&H design from the beginning of the project at I-40/US 1 interchange to station 320+00 and KHA from the bridge to the end of the project beyond Crabtree Creek – station 645+00). Dan assured NCDOT and NCDWQ that the permit drawings and impact quantities would be consistently presented in the permit submittal.  Proposed Widening – D. Robinson discussed that the widening and drainage proposed in the Preliminary Buffer Authorization permit submittal were temporary and associated with the 3 land Maintenance of Traffic (MOT) plan. It was explained that the proposed funnel drains (NCDOT standard 820.01) would be utilized in conjunction with temporary 12” corrugated slope drain pipe for erosion control and MOT drainage but the pipes would ultimately be removed (although they could be in place for +/- 1 year).     I‐40/440 Pavement Reconstruction Project  2  Discussions followed:  Beth Reed questioned NCDOT/NCDWQ regarding how they wanted to see the buffer impacts associated with the funnel drains and their riprap outlet pads presented in the buffer authorization application (temporary or permanent impact). Chris Murray indicated that buffer impacts should not be separated by temporary or permanent impact; rather just quantified as an impact. Questions were raised by NCDOT and NCDWQ regarding how the pipes could be installed without clearing within the buffers. Joel Madden explained that the pipes are flexible 12” HDPE that would be placed on top of the ground surface only requiring minimal hand clearing for installation. Brian Vickery confirmed that the each pipe would drain < 1/10th acre with an average flow of 0.5 cfs with an estimated velocity of 13 ft/sec which would require the riprap pads to prevent erosion. The pipes would need to outlet at the toe of the slopes. J. Madden explained that the amount of riprap for each pipe would be minimal and would be installed using a Gator or similar equipment. These outfall locations will be designated with ID numbers with the following format, “T-sheet #-1”, for example, on sheet 1, the outfalls will be labeled as T-1-1, T-1-2, etc. and on sheet 2 the outfalls will be labeled as T-2-1, T-2-2, etc.  Rob Ridings confirmed that NCDWQ would not consider the funnel drains as an impact to the buffer but that square footage of riprap for each pipe should be quantified and considered as a buffer impact.  Chris Murray suggested that KHA/RS&H use hatching in the final permit submittal to indicate “previously permitted impact areas” so it would be clear to the reviewer which areas were authorized under the Preliminary permit versus the final permit. This will prevent double counting impacts.  Rob Ridings confirmed that no stormwater management plan would be required for the Preliminary Buffer Authorization application but that it would be required as part of the final permit submittal. He also confirmed that the funnel drains, because of their temporary nature, would not be considered new stormwater conveyances in the buffers.  Rob Riding also indicated that impact ID #s should be per stream and that the same ID # should be used for impacts at drainage structure inlets and outlets. If impact areas extend onto two sheets, the ID label should be for the sheet that the area was first shown.  Rachelle Beauregard question KHA/RS&H’s use of sheet numbers as buffer impact ID’s since it is not NCDOT’s standard numbering protocol (typically use Site 1, Site 2, etc.). While R. Beauregard was concerned that the numbering system being used for this application is not standard NCDOT protocol, she agreed to the modified system noting that it would benefit others overseeing/reviewing the project by helping differentiate preliminary impacts and final impacts. R. Ridings and C. Murray agreed that the sheet number identification was the best approach considering we would have separate permit packages for the Preliminary Buffer impacts and the final permit.  Include Work Breakdown Structure (WBS) #’s in the permit application  It was confirmed that NCDOT would be the applicant and that they would transmit the permit application to NCDWQ and the USACE (electronically)  D. Robinson indicated the critical schedule for the Preliminary Buffer review and that the draft permit application submittal was scheduled to be submitted to NCDOT on 09/20/13     I‐40/440 Pavement Reconstruction Project  3 with the goal of the submittal going to NCDWQ on 9/30/13. NCDOT and NCDWQ agreed to expedite their reviews as much as possible. It was agreed that Granite should submit a hard copy of the Preliminary Buffer application including pink slip transmittal, to Lonnie Brooks. L. Brooks will route the application to C. Murray and R. Beauregard (NES) for review. NES will ultimately to transmit the application to NCDWQ. However, in order to help expedite the NCDOT review, it was suggested that concurrent with Granite’s submittal of the hard copy application, an electronic copy should be sent to C. Murray and R. Beauregard with L. Brooks copied on the transmittal.  The permit drawings should show all areas with pipes/outlet pads within 50’ of an ESA, even if the areas are not impacted (including funnel drains in buffers) to help NCDOT with compliance reviews. Add a general note to the plans to indicate that all the sheets included do not have impact sites but are included for compliance field reviews.  Due to there being a Preliminary and final permit submittal; NCDOT suggested that their typical permit drawing sheet numbering (i.e. 1 of 6) be left off of the permit drawings.  NCDOT will submit a courtesy copy of the Preliminary Buffer Authorization permit package to Eric Alsmeyer (USACE).  C. Murray requested another project team meeting (no agency representatives) prior to the final interagency permit meeting (planned for 10/17/13) to discuss the presentation of impacts in the final permit.  D. Robinson noted that construction was scheduled to begin in Area 3 in Jan. 2014 and in Area 2 in March 2014 and that each section would have its own final permit submittal. It is anticipated that two separate interagency meetings will be held prior to each permit submittal. C. Murray noted that L. Brooks should get on the interagency meeting schedule by mid-September in order to get on the 10/17/13 agenda. Specific Comments on Permit Drawings:  Permit cover sheet: Spell out Maintenance of Traffic (MOT) in title for permit reviewers; confirm Sites 0801 and 0802 are either missing from permit sheets or impacts have been avoided; either way, if ESA is located on sheet, it should be included in permit drawings.  For all Permit Sheets: Funnel drains and associated riprap pads should be located at least 10’ from buffers/ESAs to ensure no impacts; Division 5 Environmental Supervisors will need to field verify locations of pipes and riprap pads; contractors should GPS end of pipe outlets or set stake at outlets. No orange fencing is required if pipes/pads are located outside the buffers; if within buffers orange fencing will be required.  Sheet 11 - number downstream impact site 1102 (near station 105+13.28); renumber downstream site (at station 114+50.00) from 1104to 1103; upstream – angle pipe at Site 1103 (downstream) so that pipe and riprap pad is located 10’outside of buffer.  Sheet 12 – renumber site from 1104 to 1103; angle funnel drain pipe and riprap so that it outlets straight into the ditch.  Sheet 15 – Site 1501 (upstream); eliminate pipe junction, consider dual parallel pipes with outlets outside of buffers; make sure pipes are 10’ offset from buffers; (downstream); renumber site from 1502 to 1501; rotate pipes to be 10’ outside of buffers; for all pipes that outlet near jurisdictional streams a note needs to be added to the permit plans stating “Do not extend riprap pad below top of bank/ordinary high water mark (OHWM) of stream. C. Murray emphasized that the USACE would have to get involved if there are any     I‐40/440 Pavement Reconstruction Project  4     temp/permanent stream or wetland impacts proposed. The USACE cannot approve a Preliminary permit and that would impact the proposed construction schedule.  Sheet 17 – Site 1701; remove pipe junction, consider dual parallel pipes with outlets outside buffers; if joints are required within a buffer consider wrapping joints to prevent indirect discharge into buffer; pipe at approximate station 206+00 needs to be moved 10’ outside of buffer or extend pipe so that riprap is 10’outside of buffer.  Sheet 22 – all pipes/riprap pads need to be rotated or shortened to stay outside of wetlands; wetland boundaries need to be staked in the field. Note needs to be added to plans indicated impacts cannot occur in wetlands and contractor may need to install additional energy dissipater device (as directed by engineer) to ensure no indirect scour impacts to wetlands. Add note to plans that displays the average cfs for the drainage pipes for USACE information. Remove pipe junction and move all pipes outlets outside of buffers. Renumber downstream site from 2202 to 2201.  Sheet 26 – Stream TOB is approximated; update TOB survey asap; eliminate pipe impact area hatching since pipes will not be considered impact; relocate pipes and outlets 10’outside of buffers; surveyor should include staking/labeling #s for all outlets located within 50’ of ESAs, suggested labeling i.e. T26-1, T26-2, etc. These labels should be included on the permit drawings.  Sheet 28 – Site 2801 would be “bridge” impact; need updated survey and impact area for construction; realign pipe outside of buffer to get 10’ offset.  Sheet 30 – no comments  Buffer Impact Summary - For the Buffer Impact Summary table, there is one bridge impact (sheet 28) and the remaining impacts would be considered road crossings. All impacts would be considered “allowable” (less than 150’ and 1/3 acre). 6. Action Items     Action Owner Due Date  Meet with Hydro group to review permit drawings prior to submittal to NCDOT on  9/20/13.  DB Team Prior to 9/20/13  Coordinate with L. Brooks to get on 10/17/13 interagency meeting schedule by  mid‐ Sept.    DB Team       8. Next Meeting (if applicable)  Date:  09/09/2013 Meet with NCDOT‐  Hydro group to review  permit drawings  Time:    1:00pm Location:     NCDOT‐ TPMU Pamlico  Conference Room  Objective:     Copyright (C) 2009 MyTopo 078° 44' 00.00" W 078° 44' 00.00" W 078° 40' 00.00" W 078° 40' 00.00" W 078° 36' 00.00" W 078° 36' 00.00" W 035° 49' 00.00" N 035° 49' 00.00" N 035° 48' 00.00" N 035° 48' 00.00" N 035° 47' 00.00" N 035° 47' 00.00" N 035° 46' 00.00" N 035° 46' 00.00" N 035° 45' 00.00" N 035° 45' 00.00" N 035° 44' 00.00" N 035° 44' 00.00" N SCALE 1:50000 0 10000 20000 30000 FEET Np Hand Existing Existing Permanent Temp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlandsin Wetlands Wetlands impacts impactsPermanentTemp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 2501339+21/340+83 -L1-FILL 0.27* TOTALS:0.27 *Wetland (WO) is an isolated wetland ATN Revised 3/31/05 SHEET 1 of 1 11/14/2013 DIVISION OF HIGHWAYS WAKE COUNTY WBS - 46265.3.1 (I-5338/I-5311) WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS NC DEPARTMENT OF TRANSPORTATION Copyright (C) 2009 MyTopo 078° 44' 00.00" W 078° 44' 00.00" W 078° 40' 00.00" W 078° 40' 00.00" W 078° 36' 00.00" W 078° 36' 00.00" W 035° 49' 00.00" N 035° 49' 00.00" N 035° 48' 00.00" N 035° 48' 00.00" N 035° 47' 00.00" N 035° 47' 00.00" N 035° 46' 00.00" N 035° 46' 00.00" N 035° 45' 00.00" N 035° 45' 00.00" N 035° 44' 00.00" N 035° 44' 00.00" N SCALE 1:50000 0 10000 20000 30000 FEET Np ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1101 ROADWAY 102+25 to 103+45 -L1-X 649 1936 2585 1102 ROADWAY 113+60 to 116+10 -L1-X 302 4266 4568 1501 ROADWAY 176+05 to 177+70 -L1-X 0 1503 1503 2001 ROADWAY 238+90 to 240+10 -L1-X 172 1127 1299 2201 ROADWAY 285+65 to 287+40 -L1-X 900 2914 3814 2301 ROADWAY 295+95 to 299+25 -L1-X 1564 51 1615 2302 ROADWAY 301+20 to 304+30 -L1-X 3140 1036 4176 2303 ROADWAY 305+10 to 316+30 -L1-X 3889 4474 8363 2304 ROADWAY 302+10 to 305+10 -L1-X 1191 927 2118 2305 ROADWAY 306+05 to 314+35 -L1-X 148 1649 1797 2601 ROADWAY 365+48 to 366+70 -L1-X 5506 6895 12401 2801 ROADWAY 387+63 to 388+41 -L1-X 2528 1363 3891 3001 ROADWAY 438+03 to 439+00 -L1-X 6 788 794 3201 ROADWAY 457+50 to 458+29 -L2RT-X 0 1019 1019 TOTAL:14394 23774 38168 5601 6174 11775 SHEET 1 OF 1 PROJECT: 46265.3.1 (I5338/I5311) 11/14/2013 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT Rev. May 2006 De t a i l A - S p e c i a l C u t D i t c h Di t c h R a n g e St a t i o n E l e v a t i o n O f f s e t 28 + 0 0 - 3 1 + 2 5 L1 2 8 + 0 0 . 0 0 L T 46 0 . 3 4 -9 2 . 3 2 L1 2 9 + 0 0 . 0 0 L T 46 0 . 0 4 -9 5 . 0 0 L1 3 1 + 2 5 . 0 0 L T 45 8 . 9 1 -9 9 . 3 3 31 + 5 0 - 3 6 + 0 0 L1 3 1 + 5 0 . 0 0 R T 46 0 . 5 2 94 . 8 6 L1 3 3 + 5 0 . 0 0 R T 45 9 . 5 2 94 . 5 1 L1 3 4 + 0 0 . 0 0 R T 45 9 . 2 6 95 . 9 9 L1 3 6 + 0 0 . 0 0 R T 45 8 . 2 6 94 . 7 1 53 + 0 0 - 5 4 + 8 0 L1 5 3 + 0 0 . 0 0 L T 43 5 . 8 9 -9 5 . 1 9 L1 5 4 + 0 0 . 0 0 L T 43 4 . 8 3 -9 3 . 8 8 L1 5 4 + 8 0 . 0 0 L T 43 4 . 0 4 -9 1 . 1 6 55 + 8 0 - 5 7 + 7 7 L1 5 5 + 8 0 . 0 0 L T 43 3 . 2 0 -9 2 . 1 3 L1 5 6 + 5 0 . 0 0 L T 43 2 . 4 9 -8 9 . 5 1 L1 5 7 + 7 5 . 0 0 L T 43 0 . 9 8 -9 1 . 2 8 54 + 0 0 - 5 5 + 5 0 L1 5 4 + 0 0 . 0 0 R T 44 2 . 9 0 92 . 6 1 L1 5 4 + 9 0 . 0 0 R T 44 1 . 7 5 94 . 7 8 L1 5 5 + 5 0 . 0 0 R T 44 1 . 3 5 92 . 6 1 55 + 9 6 - 5 7 + 5 0 L1 5 5 + 9 6 . 0 0 R T 44 1 . 1 0 92 . 0 1 L1 5 7 + 0 0 . 0 0 R T 43 9 . 7 0 90 . 4 5 L1 5 7 + 5 0 . 0 0 R T 43 9 . 1 8 90 . 4 6 88 + 5 0 - 9 6 + 0 7 L1 8 8 + 5 0 . 0 0 R T 40 2 . 4 3 94 . 2 3 L1 8 9 + 5 0 . 0 0 R T 40 1 . 1 6 90 . 4 3 L1 9 0 + 5 0 . 0 0 R T 40 0 . 1 8 91 . 0 1 L1 9 1 + 5 0 . 0 0 R T 39 9 . 1 4 89 . 5 5 L1 9 2 + 5 0 . 0 0 R T 39 8 . 0 2 95 . 0 0 L1 9 3 + 5 0 . 0 0 R T 39 7 . 1 0 10 2 . 0 7 L1 9 4 + 5 0 . 0 0 R T 39 6 . 4 3 10 1 . 5 7 L1 9 6 + 0 7 . 0 0 R T 39 5 . 6 8 10 2 . 4 7 10 0 + 5 0 - 9 6 + 0 7 L1 1 0 0 + 5 0 . 0 0 R T 39 9 . 6 6 10 0 . 0 0 L1 9 9 + 5 0 . 0 0 R T 39 8 . 3 5 10 1 . 0 0 L1 9 8 + 5 0 . 0 0 R T 39 7 . 8 0 10 1 . 0 0 L1 9 7 + 5 0 . 0 0 R T 39 7 . 0 5 10 1 . 0 0 L1 9 6 + 5 0 . 0 0 R T 39 6 . 0 3 10 1 . 0 0 L1 9 6 + 0 7 . 0 0 R T 39 5 . 6 8 10 2 . 4 7 90 + 2 2 - 9 5 + 0 0 L1 9 0 + 2 2 . 0 0 L T 40 3 . 4 1 -8 8 . 9 1 L1 9 1 + 2 5 . 0 0 L T 40 3 . 3 2 -8 9 . 2 0 L1 9 2 + 0 0 . 0 0 L T 40 2 . 7 0 -8 9 . 4 9 L1 9 3 + 0 0 . 0 0 L T 40 2 . 2 7 -1 0 0 . 2 0 L1 9 4 + 0 0 . 0 0 L T 40 1 . 6 7 -1 0 0 . 4 0 L1 9 5 + 0 0 . 0 0 L T 40 0 . 5 8 -1 0 1 . 6 0 10 0 + 0 0 - 9 6 + 2 6 L1 1 0 0 + 0 0 . 0 0 L T 39 9 . 5 1 -1 0 0 . 7 0 L1 9 9 + 0 0 . 0 0 L T 39 9 . 0 1 -1 0 2 . 0 5 L1 9 8 + 5 0 . 0 0 L T 39 8 . 7 6 -1 0 2 . 9 3 L1 9 7 + 7 5 . 0 0 L T 40 0 . 2 6 -1 0 1 . 8 3 L1 9 6 + 2 5 . 0 0 L T 39 9 . 5 0 -1 0 1 . 3 3 12 6 + 5 0 - 1 2 6 + 0 9 L1 1 2 6 + 5 0 . 0 0 R T 43 9 . 7 6 89 . 4 1 L1 1 2 6 + 0 9 . 0 0 R T 43 9 . 5 6 90 . 1 4 12 5 + 6 0 - 1 2 4 + 0 0 L1 1 2 5 + 6 0 . 0 0 R T 43 9 . 5 0 89 . 9 6 L1 1 2 5 + 0 0 . 0 0 R T 43 9 . 1 4 88 . 0 0 L1 1 2 4 + 0 0 . 0 0 R T 43 6 . 9 9 89 . 3 8 12 6 + 2 4 - 1 2 3 + 5 0 L1 1 2 6 + 2 4 . 0 0 L T 43 5 . 8 8 -9 9 . 0 5 L1 1 2 6 + 0 0 . 0 0 L T 43 5 . 5 2 -1 0 0 . 0 1 L1 1 2 5 + 0 0 . 0 0 L T 43 4 . 6 0 -9 9 . 0 0 L1 1 2 4 + 0 0 . 0 0 L T 43 3 . 6 4 -1 0 4 . 5 8 L1 1 2 3 + 5 0 . 0 0 L T 43 2 . 7 8 -1 0 6 . 8 6 15 8 + 0 0 - 1 6 1 + 0 0 L1 1 5 8 + 0 0 . 0 0 R T 41 0 . 5 6 11 3 . 1 2 L1 1 5 9 + 0 0 . 0 0 R T 40 9 . 2 7 10 5 . 1 2 L1 1 6 0 + 0 0 . 0 0 R T 40 7 . 7 1 99 . 9 1 L1 1 6 1 + 0 0 . 0 0 R T 4 0 6 . 1 0 9 8 . 0 0 Di t c h R a n g e St a t i o n E l e v a t i o n O f f s e t 16 1 + 8 4 - 1 6 4 + 0 0 L1 1 6 1 + 8 4 . 0 0 R T 40 4 . 8 4 97 . 0 1 L1 1 6 2 + 0 0 . 0 0 R T 40 4 . 6 3 10 0 . 0 0 L1 1 6 3 + 0 0 . 0 0 R T 40 3 . 0 0 97 . 2 1 L1 1 6 4 + 0 0 . 0 0 R T 40 1 . 0 3 10 3 . 6 1 18 6 + 0 0 - 1 8 7 + 0 0 L1 1 8 6 + 0 0 . 0 0 L T 36 5 . 1 5 -1 0 0 . 0 0 L1 1 8 7 + 0 0 . 0 0 L T 36 3 . 5 4 -1 0 0 . 2 2 18 9 + 5 0 - 1 9 1 + 5 0 L1 1 8 9 + 5 0 . 0 0 L T 35 9 . 7 8 -1 0 0 . 0 0 L1 1 9 0 + 5 0 . 0 0 L T 35 7 . 6 2 -1 0 1 . 2 4 L1 1 9 1 + 0 0 . 0 0 L T 35 6 . 6 2 -1 0 1 . 8 2 L1 1 9 1 + 5 0 . 0 0 L T 35 6 . 3 5 -1 0 0 . 7 3 19 1 + 0 0 - 1 9 3 + 0 0 L1 1 9 1 + 0 0 . 0 0 R T 35 5 . 9 5 10 3 . 3 1 L1 1 9 2 + 0 0 . 0 0 R T 35 4 . 9 5 10 2 . 2 5 L1 1 9 3 + 0 0 . 0 0 R T 35 3 . 9 1 10 1 . 0 9 25 0 + 2 5 - 2 5 0 + 5 0 L1 2 5 0 + 2 5 . 0 0 R T 26 6 . 1 7 86 . 2 1 L1 2 5 0 + 5 0 . 0 0 R T 26 5 . 8 5 86 . 2 2 25 1 + 6 0 - 2 5 3 + 0 0 L1 2 5 1 + 6 0 . 0 0 R T 26 4 . 7 7 84 . 7 7 L1 2 5 2 + 0 0 . 0 0 R T 26 4 . 1 6 86 . 1 3 L1 2 5 3 + 0 0 . 0 0 R T 26 3 . 2 7 90 . 6 9 27 5 + 2 5 - 2 7 3 + 9 0 L1 2 7 5 + 2 5 . 0 0 R T 25 1 . 0 0 88 . 6 4 L1 2 7 5 + 0 0 . 0 0 R T 24 9 . 9 0 90 . 0 0 L1 2 7 3 + 9 0 . 0 0 R T 24 9 . 3 1 98 . 0 9 27 5 + 2 5 - 2 7 6 + 0 0 L1 2 7 5 + 2 5 . 0 0 R T 25 1 . 0 0 88 . 6 4 L1 2 7 6 + 0 0 . 0 0 R T 24 9 . 6 1 87 . 9 8 27 7 + 0 2 - 2 7 7 + 9 3 L1 2 7 7 + 0 2 . 0 0 R T 25 0 . 9 3 85 . 8 5 L1 2 7 7 + 9 3 . 0 0 R T 24 8 . 7 0 96 . 0 2 27 5 + 2 4 - 2 7 3 + 8 1 L1 2 7 5 + 2 5 . 0 0 R T 25 4 . 2 2 -8 8 . 4 4 L1 2 7 4 + 8 2 . 0 0 R T 25 4 . 0 0 -9 1 . 2 8 L1 2 7 4 + 5 0 . 0 0 R T 25 4 . 2 2 -9 0 . 6 6 L1 2 7 3 + 8 1 . 0 0 R T 25 3 . 6 2 -1 0 0 . 2 5 36 9 + 0 0 - 3 7 2 + 0 0 L 1 3 6 9 + 0 0 . 0 0 R T 2 5 5 . 8 9 8 8 . 4 1 L1 3 6 9 + 5 0 . 0 0 R T 2 5 4 . 9 4 8 8 . 3 8 L1 3 7 0 + 0 0 . 0 0 R T 2 5 4 . 0 1 8 8 . 3 6 L1 3 7 0 + 5 0 . 0 0 R T 2 5 3 . 1 2 8 8 . 3 3 L1 3 7 1 + 0 0 . 0 0 R T 2 5 2 . 4 1 8 8 . 3 1 L1 3 7 1 + 5 0 . 0 0 R T 2 5 1 . 8 6 8 8 . 2 8 37 2 + 0 0 - 3 7 7 + 5 0 L 1 3 7 2 + 0 0 . 0 0 R T 2 5 1 . 4 3 8 8 . 2 6 L1 3 7 2 + 5 0 . 0 0 R T 2 5 1 . 6 0 8 8 . 2 3 L1 3 7 3 + 0 0 . 0 0 R T 2 5 2 . 0 8 8 8 . 2 2 L1 3 7 3 + 5 0 . 0 0 R T 2 5 2 . 6 0 8 8 . 2 2 L1 3 7 4 + 0 0 . 0 0 R T 2 5 3 . 0 3 8 8 . 2 1 L1 3 7 4 + 5 0 . 0 0 R T 2 5 3 . 4 5 8 8 . 2 0 L1 3 7 5 + 0 0 . 0 0 R T 2 5 4 . 0 0 8 8 . 1 9 L1 3 7 5 + 5 0 . 0 0 R T 2 5 4 . 5 6 8 8 . 1 6 L1 3 7 6 + 0 0 . 0 0 R T 2 5 5 . 0 6 8 8 . 1 8 L1 3 7 6 + 5 0 . 0 0 R T 2 5 5 . 4 6 8 8 . 1 7 L1 3 7 7 + 0 0 . 0 0 R T 2 5 5 . 9 8 8 8 . 2 2 37 7 + 5 0 - 3 8 3 + 5 0 L 1 3 7 7 + 5 0 . 0 0 R T 2 5 6 . 4 1 8 8 . 2 2 L1 3 7 8 + 0 0 . 0 0 R T 2 5 6 . 2 9 8 8 . 2 2 L1 3 7 8 + 5 0 . 0 0 R T 2 5 6 . 0 6 8 8 . 2 2 L1 3 7 9 + 0 0 . 0 0 R T 2 5 5 . 7 9 8 8 . 2 2 L1 3 7 9 + 5 0 . 0 0 R T 2 5 5 . 4 6 8 8 . 2 2 L1 3 8 0 + 0 0 . 0 0 R T 2 5 5 . 2 7 8 8 . 2 2 L1 3 8 0 + 5 0 . 0 0 R T 2 5 5 . 0 1 8 8 . 2 2 L1 3 8 1 + 0 0 . 0 0 R T 2 5 4 . 7 6 8 8 . 2 2 L1 3 8 1 + 5 0 . 0 0 R T 2 5 4 . 5 1 8 8 . 2 2 L1 3 8 2 + 0 0 . 0 0 R T 2 5 4 . 2 9 8 8 . 2 2 L1 3 8 2 + 5 0 . 0 0 R T 2 5 3 . 9 9 8 8 . 2 2 L1 3 8 3 + 0 0 . 0 0 R T 2 5 3 . 8 5 8 8 . 2 2 L1 3 8 3 + 5 0 . 0 0 R T 2 5 3 . 3 8 8 8 . 3 8 De t a i l A - S p e c i a l C u t D i t c h De t a i l B - S p e c i a l L a t e r a l V D i t c h Di t c h R a n g e St a t i o n E l e v a t i o n O f f s e t 49 + 5 0 - 5 0 + 5 0 L 1 4 9 + 5 0 . 0 0 R T 4 4 5 . 3 5 9 7 . 4 3 L1 5 0 + 0 0 . 0 0 R T 4 4 4 . 3 3 1 0 1 . 1 0 L1 5 0 + 5 0 . 0 0 R T 4 4 4 . 2 1 9 9 . 8 1 16 0 + 5 0 - 1 6 1 + 6 2 L 1 1 6 0 + 5 0 . 0 0 L T 4 0 4 . 6 2 - 9 4 . 9 2 L1 1 6 1 + 0 0 . 0 0 L T 4 0 3 . 9 4 - 9 0 . 0 8 L1 1 6 1 + 6 2 . 0 0 L T 40 3 . 0 2 -8 8 . 9 7 18 2 + 5 0 - 1 8 6 + 0 0 L 1 1 8 2 + 5 0 . 0 0 L T 3 7 0 . 5 2 - 1 0 0 . 1 2 L1 1 8 3 + 5 0 . 0 0 L T 3 6 8 . 7 0 - 1 0 0 . 6 7 L1 1 8 4 + 5 0 . 0 0 L T 3 6 7 . 1 6 - 1 0 0 . 6 8 L1 1 8 5 + 5 0 . 0 0 L T 3 6 5 . 9 3 - 1 0 0 . 0 4 L1 1 8 6 + 0 0 . 0 0 L T 3 6 5 . 1 5 - 1 0 0 . 0 0 18 7 + 0 0 - 1 8 9 + 5 0 L 1 1 8 7 + 0 0 . 0 0 L T 3 6 3 . 5 4 - 1 0 0 . 2 2 L1 1 8 7 + 5 0 . 0 0 L T 36 2 . 6 1 -1 0 0 . 5 8 L1 1 8 8 + 5 0 . 0 0 L T 3 6 1 . 3 1 - 1 0 0 . 0 6 L1 1 8 9 + 5 0 . 0 0 L T 3 5 9 . 7 8 - 1 0 0 . 0 0 19 1 + 5 0 - 1 9 2 + 5 0 L 1 1 9 1 + 5 0 . 0 0 L T 3 5 6 . 3 5 - 1 0 0 . 7 3 L1 1 9 2 + 5 0 . 0 0 L T 3 5 4 . 5 9 - 9 6 . 9 3 18 7 + 0 0 - 1 9 0 + 5 0 L 1 1 8 7 + 0 0 . 0 0 R T 3 6 3 . 4 8 1 0 0 . 6 4 L1 1 8 8 + 0 0 . 0 0 R T 3 6 1 . 7 4 1 0 1 . 0 0 L1 1 8 9 + 0 0 . 0 0 R T 3 6 0 . 3 5 1 0 0 . 6 8 L1 1 9 0 + 0 0 . 0 0 R T 3 5 8 . 0 1 1 0 2 . 3 1 L1 1 9 0 + 5 0 . 0 0 R T 3 5 6 . 4 5 1 0 3 . 8 3 Detail C - Special Cut Base Ditch Ditch RangeStationElevationOffset 247+50-250+21L1 247+50.00 RT269.6291.06 L1 248+50.00 RT268.5187.37 L1 249+50.00 RT267.1087.29 L1 250+25.00 RT266.1786.21 276+72-276+00L1 276+72.00 RT249.9788.04 L1 276+00.00 RT249.6187.98 277+25-276+74L1 277+25.00 LT253.94-90.90 L1 276+74.00 LT253.61-94.75 StationAlignmentLocationDeck Drain size (FT)345+04-L1-Lt0.5 345+01-L1-Lt0.5 344+98-L1-Lt0.5 344+95-L1-Lt0.5 344+92-L1-Lt0.5 344+89-L1-Lt0.5 344+86-L1-Lt0.5 344+83-L1-Lt0.5 344+80-L1-Lt0.5 344+77-L1-Lt0.5 344+74-L1-Lt0.5 344+71-L1-Lt0.5 344+68-L1-Lt0.5 344+65-L1-Lt0.5 344+62-L1-Lt0.5 344+59-L1-Lt0.5 344+56-L1-Lt0.5 344+53-L1-Lt0.5 343+90-L1-Lt0.5 343+87-L1-Lt0.5 343+84-L1-Lt0.5 343+80-L1-Lt0.5 343+77-L1-Lt0.5 343+74-L1-Lt0.5 343+71-L1-Lt0.5 343+08-L1-Lt0.5 343+05-L1-Lt0.5 343+02-L1-Lt0.5 342+99-L1-Lt0.5 342+96-L1-Lt0.5 342+93-L1-Lt0.5 342+90-L1-Lt0.5 342+87-L1-Lt0.5 342+84-L1-Lt0.5 342+81-L1-Lt0.5 342+78-L1-Lt0.5 342+75-L1-Lt0.5 342+72-L1-Lt0.5 342+69-L1-Lt0.5 Deck Drains Required on Bridge =39Hammond Road Bridge (West Bound)StationAlignmentLocationDeck Drain size (FT)366+90-L1-Rt0.5 366+99-L1-Rt0.5 367+08-L1-Rt0.5 367+17-L1-Rt0.5 367+26-L1-Rt0.5 367+81-L1-Rt0.5 367+90-L1-Rt0.5 367+99-L1-Rt0.5 368+34-L1-Rt0.5 Deck Drains Required on Bridge =9Hadley Road Bridge (East Bound)StationAlignmentLocationDeck Drain size (FT)366+69-L1-Lt0.5 366+75-L1-Lt0.5 366+81-L1-Lt0.5 366+87-L1-Lt0.5 366+93-L1-Lt0.5 366+99-L1-Lt0.5 367+05-L1-Lt0.5 367+11-L1-Lt0.5 367+17-L1-Lt0.5 367+71-L1-Lt0.5 367+77-L1-Lt0.5 367+83-L1-Lt0.5 367+89-L1-Lt0.5 367+95-L1-Lt0.5 368+01-L1-Lt0.5 Deck Drains Required on Bridge =15Hadley Road Bridge (West Bound) St a t i o n A l i g n m e n t L o c a t i o n De c k D r a i n si z e ( F T ) 14 1 + 4 7 - L 1 - L t 0 . 5 14 1 + 5 1 - L 1 - L t 0 . 5 14 1 + 5 5 - L 1 - L t 0 . 5 14 1 + 5 9 - L 1 - L t 0 . 5 14 1 + 6 3 - L 1 - L t 0 . 5 14 1 + 6 7 - L 1 - L t 0 . 5 14 1 + 7 1 - L 1 - L t 0 . 5 14 1 + 7 5 - L 1 - L t 0 . 5 14 1 + 7 9 - L 1 - L t 0 . 5 14 1 + 8 3 - L 1 - L t 0 . 5 14 1 + 8 7 - L 1 - L t 0 . 5 14 1 + 9 1 - L 1 - L t 0 . 5 14 1 + 9 5 - L 1 - L t 0 . 5 14 1 + 9 9 - L 1 - L t 0 . 5 14 2 + 0 3 - L 1 - L t 0 . 5 14 2 + 6 0 - L 1 - L t 0 . 5 14 2 + 6 4 - L 1 - L t 0 . 5 14 2 + 6 8 - L 1 - L t 0 . 5 14 2 + 7 2 - L 1 - L t 0 . 5 14 3 + 1 9 - L 1 - L t 0 . 5 14 3 + 2 7 - L 1 - L t 0 . 5 14 3 + 3 5 - L 1 - L t 0 . 5 14 3 + 4 3 - L 1 - L t 0 . 5 14 3 + 5 1 - L 1 - L t 0 . 5 14 3 + 5 9 - L 1 - L t 0 . 5 14 3 + 6 7 - L 1 - L t 0 . 5 De c k D r a i n s R e q u i r e d o n B r i d g e = 2 6 Go r m a n S t r e e t B r i d g e ( W e s t B o u n d ) ST R # S T A R T / L T S I Z E L E N G T H 24 0 1 3 1 9 + 0 0 R T 1 2 i n 4 9 24 0 2 3 1 9 + 3 5 R T 1 2 i n 3 8 24 0 3 3 1 9 + 6 5 R T 1 2 i n 3 7 24 0 4 3 1 9 + 9 5 R T 1 2 i n 3 4 24 0 5 3 2 0 + 2 5 R T 1 2 i n 3 4 24 0 6 3 2 0 + 5 0 R T 1 2 i n 3 9 24 0 7 3 2 1 + 3 5 R T 1 2 i n 3 1 24 0 8 3 2 3 + 7 0 R T 1 2 i n 6 0 24 1 1 3 2 2 + 3 5 R T 1 2 i n 4 0 25 0 1 3 4 2 + 6 0 L T 1 2 i n 4 6 25 0 4 3 4 6 + 1 8 L T 1 2 i n 5 0 25 0 5 3 4 6 + 5 8 L T 1 2 i n 5 0 25 0 6 3 4 9 + 9 5 L T 1 2 i n 5 3 25 0 7 3 4 7 + 3 2 L T 1 2 i n 4 7 25 0 8 3 4 7 + 6 5 L T 1 2 i n 5 4 25 0 9 3 5 4 + 8 5 L T 1 2 i n 5 0 26 0 1 3 5 9 + 6 0 L T 1 2 i n 2 7 26 0 2 3 6 0 + 5 0 L T 1 2 i n 2 5 26 0 3 3 6 1 + 2 0 L T 1 2 i n 4 0 26 0 4 3 6 1 + 6 9 L T 1 2 i n 4 5 26 0 5 3 6 2 + 0 0 L T 1 2 i n 4 5 26 0 7 3 6 2 + 9 5 L T 1 2 i n 6 0 26 0 8 3 6 3 + 5 2 L T 1 2 i n 6 0 26 0 9 3 6 4 + 1 5 L T 1 2 i n 6 3 26 1 0 3 6 4 + 8 0 L T 1 2 i n 7 3 26 1 1 3 6 5 + 4 5 L T 1 2 i n 8 6 26 2 0 3 6 8 + 3 5 R T 1 2 i n 4 4 28 0 2 3 8 8 + 8 5 R T 1 2 i n 4 0 I5 3 3 8 / I - 5 3 1 1 F U N N E L D R A I N S U M M A R Y *N O T E : A L L P I P E S H D P E ST R # S T A R T / L T S I Z E L E N G T H 08 0 6 7 2 + 3 0 R T 1 2 i n 9 7 08 0 7 7 3 + 4 0 R T 1 2 i n 7 4 11 0 1 1 0 2 + 5 0 L T 1 2 i n 2 1 11 0 2 1 0 4 + 0 0 L T 1 2 i n 6 4 11 0 3 1 0 4 + 6 5 L T 1 2 i n 9 5 11 0 4 1 1 3 + 2 0 L T 1 2 i n 5 8 12 0 1 1 1 5 + 0 0 L T 1 2 i n 6 7 15 0 1 1 7 6 + 0 5 L T 1 2 i n 7 3 15 0 2 1 7 6 + 7 0 L T 1 2 i n 1 2 6 15 0 3 1 7 7 + 3 5 L T 1 2 i n 7 8 15 0 4 1 7 8 + 0 0 L T 1 2 i n 5 1 15 0 5 1 7 8 + 6 5 L T 1 2 i n 5 0 15 0 6 1 7 9 + 2 5 L T 1 2 i n 6 6 15 0 7 1 7 9 + 6 0 L T 1 2 i n 8 3 15 0 8 1 7 9 + 1 5 R T 1 2 i n 6 1 15 0 9 1 7 9 + 8 0 R T 1 2 i n 1 0 1 15 1 0 1 8 0 + 5 0 R T 1 2 i n 5 4 17 0 1 1 9 8 + 6 5 R T 1 2 i n 1 0 3 17 0 2 1 9 9 + 2 5 R T 1 2 i n 1 4 2 17 0 3 1 9 9 + 9 0 R T 1 2 i n 1 0 9 17 0 4 2 0 0 + 5 0 R T 1 2 i n 8 0 17 0 5 2 0 1 + 0 0 R T 1 2 i n 7 8 17 0 6 2 0 5 + 6 0 R T 1 2 i n 5 0 17 0 7 2 0 6 + 3 0 R T 1 2 i n 6 8 17 0 8 2 0 6 + 9 5 R T 1 2 i n 3 7 17 0 9 2 0 7 + 3 0 R T 1 2 i n 4 8 17 1 0 2 0 0 + 9 0 L T 1 2 i n 5 0 17 1 1 2 0 3 + 0 8 L T 1 2 i n 5 0 17 1 2 2 0 4 + 5 3 L T 1 2 i n 7 5 17 1 3 2 0 6 + 3 5 L T 1 2 i n 4 7 22 0 1 2 8 5 + 9 0 L T 1 2 i n 5 7 22 0 2 2 8 6 + 2 9 L T 1 2 i n 6 6 22 0 3 2 8 6 + 5 9 L T 1 2 i n 8 0 22 0 4 2 8 6 + 9 4 L T 1 2 i n 1 0 4 22 0 5 2 8 7 + 4 0 L T 1 2 i n 8 0 22 0 6 2 8 5 + 2 0 R T 1 2 i n 3 8 22 0 7 2 8 5 + 6 0 R T 1 2 i n 5 2 22 0 8 2 8 5 + 9 0 R T 1 2 i n 7 0 22 0 9 2 8 6 + 2 0 R T 1 2 i n 9 0 22 1 0 2 8 6 + 5 0 R T 1 2 i n 1 0 7 22 1 1 2 8 6 + 8 5 R T 1 2 i n 8 4 22 1 2 2 8 7 + 2 0 R T 1 2 i n 6 9 23 0 2 3 1 5 + 5 0 R T 1 2 i n 5 2 23 0 3 3 1 6 + 7 5 R T 1 2 i n 5 7 23 0 4 3 1 7 + 2 5 R T 1 2 i n 5 4 23 0 5 3 1 7 + 6 5 R T 1 2 i n 5 0 23 0 6 3 1 8 + 0 0 R T 1 2 i n 5 3 23 0 7 3 1 8 + 3 1 R T 1 2 i n 4 9 23 0 8 3 1 8 + 6 5 R T 1 2 i n 5 0 I5 3 3 8 / I - 5 3 1 1 F U N N E L D R A I N S U M M A R Y *N O T E : A L L P I P E S H D P E S T A T I O N LOCATION (LT, RT, OR CL)' STRUCTURE NO. TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL S I D E D R A I N P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) C . S . P I P E LI S T O F P I P E S , E N D W A L L S , E T C . ( F O R P I P E S 4 8 I N C H E S & UNDER)G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE EN D W A L L S QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') C.B. STD. 840.01 OR STD. 840.02 CONCRETE TRANSITIONAL SECTION FR A M E , GR A T E S , AN D H O O D S T A N D A R D 84 0 . 0 3 ** " R.C. PIPE (CLASS V) ***" RC PIPE CULVERTS, CONTRACTOR DESIGN R . C . P I P E C L A S S I I I R . C . P I P E C L A S S I V CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT T.B.J.B. TRAFFIC BEARING JUNCTION BOX STD. 840.34 G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL S I Z E TH I C K N E S S OR G A U G E E F G L1 3 1 + 2 7 L T 0 5 0 1 4 5 8 . 9 1 L1 3 3 + 7 1 R T 0 5 0 2 4 5 9 . 3 9 L1 3 6 + 0 0 R T 0 6 0 1 4 5 8 . 2 6 1 11 06 0 1 0 5 0 2 4 5 5 . 2 4 4 5 2 . 5 0 23 0 L1 3 7 + 5 0 L T 0 6 0 3 4 5 3 . 5 0 1 11 06 0 3 0 6 0 4 4 4 8 . 5 0 4 4 6 . 4 8 54 L1 3 8 + 0 5 L T 0 6 0 4 4 5 1 . 8 8 1 L1 4 3 + 3 0 R T 0 6 0 5 0.399 L1 4 3 + 2 9 R T 0 6 0 6 4 5 1 . 7 2 1 11 RT 0 6 0 6 0 6 0 5 4 4 8 . 9 7 4 4 8 . 8 5 6 L1 4 9 + 9 8 R T 0 7 0 1 0.4465 L1 4 9 + 9 7 R T 0 7 0 2 4 4 4 . 3 9 1 11 RT 0 7 0 2 0 7 0 1 4 4 1 . 6 1 4 4 1 . 5 1 4 L1 5 4 + 8 0 L T 0 7 0 3 4 3 4 . 0 4 1 1 . 4 11 L1 5 4 + 8 5 R T 0 7 0 4 4 4 1 . 7 5 1 11 07 0 4 0 7 0 5 4 3 7 . 6 5 4 3 7 . 5 3 6 L1 5 4 + 9 3 R T 0 7 0 5 4 4 1 . 6 5 1 L1 6 4 + 8 7 L T 0 8 0 1 4 2 8 . 0 0 1 11 08 0 1 0 8 0 2 4 2 4 . 3 1 4 2 3 . 2 0 11 1 L1 6 6 + 0 2 L T 0 8 0 2 4 2 6 . 8 6 1 4 . 5 2 11 L1 6 8 + 0 0 L T 0 8 0 3 4 2 5 . 6 4 1 11 08 0 3 0 8 0 2 4 2 0 . 6 2 4 1 9 . 6 4 19 5 L1 6 8 + 5 0 L T 0 8 0 4 4 2 5 . 4 3 1 11 08 0 4 0 8 0 3 4 2 0 . 9 5 4 2 0 . 7 2 46 L1 6 9 + 5 0 L T 0 8 0 5 4 2 5 . 2 2 1 11 08 0 5 0 8 0 4 4 2 1 . 5 3 4 2 1 . 0 5 97 L1 7 1 + 0 4 L T 0 8 0 8 1 L1 9 6 + 2 6 L T 1 0 0 2 3 9 9 . 5 0 1 11 10 0 2 1 0 0 1 3 9 6 . 3 3 3 9 6 . 0 0 9 L1 9 6 + 1 6 L T 1 0 0 1 3 9 9 . 2 9 1 L1 9 6 + 0 9 R T 1 0 0 3 3 9 5 . 6 4 1 11 10 0 3 1 0 0 4 3 9 3 . 0 6 3 9 2 . 9 9 8 L1 9 6 + 1 4 R T 1 0 0 4 0.4465 L1 9 8 + 4 5 L T 1 0 0 6 3 9 8 . 7 6 1 11 L1 9 8 + 4 5 L T 1 0 0 7 3 9 8 . 6 7 1 L1 9 4 + 5 0 R T 1 0 0 9 3 9 6 . 4 3 1 11 10 0 9 1 0 1 0 3 9 3 . 7 6 3 9 3 . 7 1 10 L1 9 4 + 6 2 R T 1 0 1 0 3 9 6 . 4 3 1 L1 9 0 + 5 0 R T 1 0 1 1 4 0 0 . 1 8 1 11 10 1 1 1 0 1 2 3 9 6 . 6 0 3 9 6 . 0 6 10 5 L1 9 1 + 5 6 R T 1 0 1 2 3 9 9 . 1 4 L1 1 2 6 + 2 7 R T 1 2 0 3 4 3 9 . 5 4 1 11 12 0 3 1 2 0 2 4 3 6 . 0 4 4 3 5 . 7 8 8 L1 1 2 6 + 1 9 R T 1 2 0 2 4 4 0 . 6 3 1 Y1 1 6 1 + 0 0 R T 1 4 0 1 4 0 6 . 1 0 1 11 14 0 1 1 4 0 2 4 0 3 . 5 2 4 0 3 . 3 9 10 Y1 1 6 1 + 1 2 R T 1 4 0 2 4 0 6 . 4 4 1 L1 1 6 1 + 5 0 L T 1 4 0 3 4 0 3 . 1 4 1 11 L1 1 8 6 + 5 0 L T 1 6 0 5 3 6 4 . 1 2 1 11 16 0 5 1 6 0 4 3 6 0 . 9 5 3 6 0 . 8 5 10 S H E E T T O T A L S 88 7 1 2 18 5 . 9 2 152135581.292 S T A T I O N LOCATION (LT, RT, OR CL)' STRUCTURE NO. TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL S I D E D R A I N P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) C . S . P I P E FROM TO 12 ' ' 1 5 ' ' 1 8 ' ' 2 4 ' ' .064 30 ' ' 3 6 ' ' 4 2 ' ' 4 8 ' ' DO NOT USE RCP DO NOT USE CSP 12 ' ' 1 5 ' ' 1 8 ' ' 2 4 ' ' 3 0 ' ' 18 ' ' 2 4 ' ' 3 0 ' ' 3 6 ' ' 4 2 ' ' 4 8 ' ' 30 ' ' 3 6 ' ' 4 2 ' ' .079 .079 .109 .10948 ' ' 1 2 ' ' G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 TY P E O F GR A T E ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE EN D W A L L S QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') C.B. STD. 840.01 OR STD. 840.02 B CU . Y A R D S R.C.P. C.S.P. 5.0' THRU 10.0' 10.0' AND ABOVE CONCRETE TRANSITIONAL SECTION FR A M E , GR A T E S , AN D H O O D S T A N D A R D 84 0 . 0 3 A DO NOT USE CAAP DO NOT USE HDPE 12 ' ' 1 5 ' ' 1 8 ' ' 2 4 ' ' .064 .064 .064 ** " R.C. PIPE (CLASS V) ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 42 ' ' 4 8 ' ' R . C . P I P E C L A S S I I I R . C . P I P E C L A S S I V 36 ' ' 15 ' ' CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS S T D . 8 3 8 . 0 1 83 8 . 1 1 O R S T D . 8 3 8 . 8 0 (U N L E S S NO T E D OT H E R W I S E ) C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOX PER EACH (0' THRU 5.0') LI N . F T . DROP INLET CATCH BASIN B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT T.B.J.B. TRAFFIC BEARING JUNCTION BOX STD. 840.34 G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL CONVERT EX. D.I. TO BLIND T.B.J.B.EXTEND EXISTING PIPE TO TIE TO STR.; INSTALL FALSE SUMP EXTEND EXISTING PIPE TO TIE TO STR.; INSTALL FALSE SUMP TIE TO EX. 30" CMPREMARKSTIE TO EX. D.I. (STR. 0502)T.B.G.D.I. STD. 840.35; INSTALL FALSE SUMP TIE TO EX. D.I. (STR. 0604)ADJUST EXISTING DI INVERT TO ELEVATION LISTED ADJUST EXISTING DI INVERT TO ELEVATION LISTED; TIE PROP. PIPE INTO STR.T.B.G.D.I. STD. 840.35; INSTALL FALSE SUMP T.B.G.D.I STD. 840.36 T.B.G.D.I STD. 840.35T.B.G.D.I STD. 840.36TIE TO EX. D.I. (STR. 0705)CONVERT EX. D.I. TO BLIND T.B.J.B.T.B.G.D.I STD. 840.36 T.B.G.D.I STD. 840.36T.B.G.D.I STD. 840.36; TIE TO EX. 24" RCP CONVERT EX. D.I. TO T.B.J.B.W/MH T.B.G.D.I STD. 840.35; INSTALL FALSE SUMP TIE TO EX. D.I. (STR. 1010); INVERTS ASSUMED CONVERT EX. D.I. TO BLIND T.B.J.B.TIE TO EX. D.I. (STR. 1202)ADJUST EXISTING DI INVERT TO ELEVATION LISTEDTIE TO EX. D.I. (STR. 1001)CONVERT EX. D.I. TO BLIND T.B.J.B.EXTEND EXISTING PIPE TO TIE TO STR.T.B.G.D.I STD. 840.35; TIE TO EX. D.I. (STR. 1007)CONVERT EX. D.I. TO BLIND T.B.J.B.CONVERT EX. D.I. TO BLIND T.B.J.B.TIE TO EX. D.I. (STR. 1402)CONVERT EX. D.I. TO BLIND T.B.J.B.TIE TO EX. D.I. (STR. 1604)T.B.G.D.I. STD. 840.35; INSTALL FALSE SUMP R . C . P I P E C L A S S I I I R . C . P I P E C L A S S I V LI S T O F P I P E S , E N D W A L L S , E T C . ( F O R P I P E S 4 8 I N C H E S & UNDER) S T A T I O N LOCATION (LT, RT, OR CL)' STRUCTURE NO. TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL S I D E D R A I N P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) C . S . P I P E ** " R.C. PIPE (CLASS V) ***" RC PIPE CULVERTS, CONTRACTOR DESIGN G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. TYPE "A" STD. 840.17 OR 840.26 ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE EN D W A L L S G.D.I. TYPE "B" STD. 840.18 OR 840.27 C.B. STD. 840.01 OR STD. 840.02 CONCRETE TRANSITIONAL SECTION FR A M E , GR A T E S , AN D H O O D S T A N D A R D 84 0 . 0 3 QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 S I Z E TH I C K N E S S OR G A U G E E F G L1 1 8 6 + 3 8 L T 1 6 0 4 3 6 3 . 7 8 1 L1 1 9 0 + 6 7 L T 1 6 0 6 3 5 7 . 2 8 1 11 L1 1 9 0 + 6 8 L T 1 6 0 7 0.399 LT 1 6 0 6 1 6 0 7 3 5 4 . 1 1 3 5 4 . 0 8 6 L1 2 4 6 + 0 8 R T 2 0 0 2 2 7 2 . 0 0 1 11 L1 2 5 0 + 2 5 R T 2 0 0 5 2 6 6 . 7 5 1 11 20 0 5 2 0 0 6 2 6 4 . 0 8 2 6 4 . 0 3 12 L1 2 5 0 + 4 0 R T 2 0 0 6 2 6 6 . 4 8 1 L1 2 7 4 + 8 4 L T 2 1 0 1 2 5 4 . 0 0 L1 2 7 6 + 7 2 L T 2 1 0 2 2 5 3 . 6 1 L1 2 7 6 + 0 0 R T 2 1 0 3 2 4 9 . 6 1 RP 7 C 1 5 + 4 8 R T 2 2 1 3 2 6 4 . 6 0 1 11 22 1 3 2 2 1 4 2 6 1 . 6 0 2 4 5 . 0 0 1 0 5 RP 7 C 1 8 + 3 3 R T 2 2 1 5 2 6 9 . 4 0 1 11 22 1 5 2 2 1 6 2 6 5 . 5 3 2 4 0 . 0 0 6 1 L1 3 4 5 + 7 6 L T 2 5 0 3 2 7 6 . 4 1 11 25 0 3 2 5 0 2 2 7 2 . 4 1 2 7 2 . 0 1 20 L1 3 4 5 + 5 2 L T 2 5 0 2 2 7 6 . 0 8 1 11 25 0 2 O U T 2 7 2 . 0 1 2 3 4 . 0 3 7 7 2 @ 18" L1 3 4 7 + 9 5 L T 2 5 1 2 2 7 8 . 6 0 1 11 25 1 2 O U T 2 7 4 . 6 0 2 5 4 . 0 0 6 9 2 @ 15" R P 9 C T 1 1 + 9 2 L T 2 5 1 3 2 4 1 . 0 0 1 11 25 1 3 E X D I 2 3 8 . 2 5 N O T E 1 6 R P 9 C T 1 2 + 0 0 R T 2 5 1 4 2 5 0 . 5 4 1 11 25 1 4 E X D I 2 4 7 . 7 9 N O T E 60 L1 3 5 6 + 2 4 L T 2 5 1 0 2 7 6 . 5 1 1 5 0 . 5 1 11 25 1 0 O U T 2 6 6 . 0 0 2 6 0 . 4 3 4 7 2 @ 15" L1 3 5 8 + 5 0 L T 2 5 1 1 2 7 6 . 6 3 1 11 25 1 1 O U T 2 7 2 . 6 3 2 6 5 . 0 0 2 2 L1 3 6 2 + 4 4 L T 2 6 0 6 2 7 0 . 6 8 1 11 26 0 6 O U T 2 6 6 . 6 8 2 4 2 . 3 7 5 7 2 @ 15" L1 3 6 5 + 8 0 R T 2 6 1 3 2 6 4 . 0 7 1 11 26 1 3 2 6 1 4 2 6 0 . 0 7 2 6 0 . 0 0 2 L1 3 6 5 + 8 0 R T 2 6 1 4 2 6 3 . 8 2 1 1 1 26 1 4 2 6 1 5 2 6 0 . 0 0 2 5 8 . 4 0 67 L1 3 6 6 + 5 0 R T 2 6 2 3 2 6 2 . 4 6 1 11 26 2 3 2 6 1 5 2 5 8 . 4 6 2 5 8 . 4 0 2 L1 3 6 6 + 5 0 R T 2 6 1 5 2 6 2 . 2 1 1 5 1 . 0 5 1 1 26 1 5 2 6 2 7 2 5 1 . 1 6 2 3 2 . 0 5 3 9 L1 3 6 6 + 5 7 R T 2 6 2 7 2 3 9 . 0 0 1 1 . 9 5 11 L1 3 6 6 + 2 9 L T 2 6 2 4 2 6 1 . 9 9 1 11 26 2 4 2 6 1 2 2 5 4 . 6 0 2 5 4 . 5 0 2 L1 3 6 6 + 2 8 L T 2 6 1 2 2 6 1 . 9 1 1 5 1 . 4 1 1 1 26 1 2 2 6 2 8 2 5 0 . 5 0 2 2 7 . 3 3 5 8 2 @ 15" L1 3 6 9 + 4 5 L T 2 6 2 5 2 5 5 . 4 8 1 11 26 2 5 2 6 2 6 2 5 1 . 4 8 2 5 1 . 4 0 2 L1 3 6 9 + 4 5 L T 2 6 2 6 2 5 5 . 2 3 1 1 1 26 2 6 2 6 1 9 2 5 1 . 4 0 2 5 0 . 9 8 42 L1 3 9 6 + 0 0 L T 2 6 1 8 2 5 6 . 2 3 1 11 26 1 8 2 6 1 9 2 5 2 . 2 3 2 5 2 . 1 0 2 S H E E T T O T A L S 47 4 7 7 78 1 3 9 22 1 6 . 9 5 2 . 9 7 4 3 1 1 4 1 1 1 4 1 3 1 3 2 0 . 3 9 9 CONVERT EX. D.I. TO BLIND T.B.J.B.SURVEY FOR EX. D.I. NOT AVAILABLE, FIELD VERIFY C.B. STD. 840.01 E J.B. STD. 840.31 T.B.G.D.I. STD. 840.36T.B.G.D.I. STD. 840.35; TIE TO EX. 30" RCP; INSTALL FALSE SUMP T.B.G.D.I. STD. 840.35 TIE TO EX. D.I. (STR. 2006)CONVERT EX. D.I. TO BLIND T.B.J.B.ADJUST EXISTING DI INVERT TO ELEVATION LISTED ADJUST EXISTING DI INVERT TO ELEVATION LISTED ADJUST EXISTING DI INVERT TO ELEVATION LISTED T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36T.B.G.D.I. STD. 840.36 G.D.I. STD. 840.27 SURVEY FOR EX. D.I. NOT AVAILABLE, FIELD VERIFY T.B.G.D.I. STD. 840.35 TO R . C . P I P E C L A S S I I I R . C . P I P E C L A S S I V 12 ' ' 1 5 ' ' 1 8 ' ' 2 4 ' ' 15 ' ' 1 8 ' ' 2 4 ' ' .064 30 ' ' 15 ' ' .109 .109 S T A T I O N LOCATION (LT, RT, OR CL)' STRUCTURE NO. TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL S I D E D R A I N P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) C . S . P I P E FROM 18 ' ' 2 4 ' ' 3 0 ' ' 3 6 ' ' 4 2 ' ' 4 8 ' ' .064 .064 48 ' ' 1 2 ' ' .079 .079 DO NOT USE CSP DO NOT USE CAAP DO NOT USE HDPE 12 ' ' 4 2 ' ' 36 ' ' .064 30 ' ' 3 6 ' ' 4 2 ' ' 4 8 ' ' DO NOT USE RCP 30 ' ' 12 ' ' 1 5 ' ' 4 2 ' ' 4 8 ' ' C U . Y A R D S 36 ' ' ** " R.C. PIPE (CLASS V) ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 18 ' ' 2 4 ' ' REMARKSG.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOX B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. TYPE "A" STD. 840.17 OR 840.26 R.C.P. C.S.P. 5.0' THRU 10.0' 10.0' AND ABOVE S T D . 8 3 8 . 0 1 83 8 . 1 1 O R S T D . 8 3 8 . 8 0 ( U N L E S S NO T E D OT H E R W I S E ) PER EACH (0' THRU 5.0') LI N . FT . DROP INLET CATCH BASIN ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE EN D W A L L S A G.D.I. TYPE "B" STD. 840.18 OR 840.27 TY P E O F GR A T E C.B. STD. 840.01 OR STD. 840.02 B CONCRETE TRANSITIONAL SECTION FR A M E , GR A T E S , AN D H O O D S T A N D A R D 84 0 . 0 3 T.B.G.D.I. STD. 840.36C.B. STD. 840.01 E C.B. STD. 840.01 ET.B.G.D.I. STD. 840.36T.B.G.D.I. STD. 840.36 C.B. STD. 840.01 F T.B.G.D.I. STD. 840.36EXTEND EXISTING PIPE TO TIE TO STR.; INSTALL FALSE SUMP QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 S T A T I O N LOCATION (LT, RT, OR CL)' STRUCTURE NO. TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL S I D E D R A I N P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) C . S . P I P E ** " R.C. PIPE (CLASS V) L I S T O F P I P E S , E N D W A L L S , E T C . ( F O R P I P E S 4 8 I N C H E S & UNDER) ***" RC PIPE CULVERTS, CONTRACTOR DESIGN R . C . P I P E C L A S S I I I R . C . P I P E C L A S S I V ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONVERT EXISTING DI TO BLIND T.B.J.B.G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 FR A M E , GR A T E S , AN D H O O D S T A N D A R D 84 0 . 0 3 EN D W A L L S QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') C.B. STD. 840.01 OR STD. 840.02 PIPE REMOVAL LIN. FT.ABBREVIATIONS CONCRETE TRANSITIONAL SECTION D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 CONC. COLLARS CL. "B" C.Y. STD. 840.72 S I Z E TH I C K N E S S OR G A U G E E F G L1 3 6 9 + 0 0 L T 2 6 1 9 2 5 5 . 9 8 1 1 1 26 1 9 2 6 1 6 2 5 0 . 9 8 2 5 0 . 3 9 59 L1 3 6 8 + 3 8 L T 2 6 1 7 2 5 7 . 3 6 1 11 26 1 7 2 6 1 6 2 5 3 . 3 6 2 5 3 . 3 0 2 L1 3 6 8 + 3 8 L T 2 6 1 6 2 5 7 . 1 1 1 5 0 . 9 1 1 1 26 1 6 2 6 2 9 2 4 6 . 2 0 2 3 2 . 7 2 3 8 2 @ 15" L1 3 7 0 + 9 2 R T 2 6 2 1 2 5 2 . 5 0 1 11 26 2 1 E X D I 2 4 9 . 7 5 2 4 9 . 5 2 8 L1 3 7 2 + 0 0 R T 2 6 2 2 2 5 1 . 4 0 1 11 26 2 2 2 7 0 1 2 4 9 . 4 8 2 4 9 . 1 5 2 4 0 L1 3 7 4 + 4 5 R T 2 7 0 1 2 5 3 . 4 0 1 11 27 0 1 E X D I 2 4 9 . 1 5 2 4 9 . 1 1 8 L1 3 7 6 + 4 4 R T 2 7 0 2 2 5 5 . 4 0 1 11 27 0 2 E X D I 2 5 1 . 2 0 2 5 1 . 0 2 8 L1 3 8 0 + 3 0 R T 2 7 0 3 2 5 5 . 1 0 1 11 27 0 3 E X D I 2 5 0 . 1 0 2 4 6 . 4 5 1 2 L1 3 8 3 + 4 3 R T 2 7 0 4 2 5 3 . 5 0 1 11 27 0 4 E X D I 2 5 0 . 7 5 2 4 8 . 8 6 8 L1 3 8 6 + 3 0 R T 2 7 0 6 2 4 8 . 8 8 1 5 2 . 0 1 11 27 0 6 E X D I 2 3 6 . 8 7 2 2 2 . 6 8 5 9 L1 4 1 5 + 5 0 L T 2 9 0 1 2 4 0 . 2 5 1 11 29 0 1 E X D I 2 3 8 . 3 3 2 3 7 . 8 9 9 2 S H E E T T O T A L S 47 3 61 11 1 0 2 . 9 2 2 2 5 2 7 2 2 GR A N D T O T A L S 94 7 7 7 96 5 2 0 0 51 3 2 . 8 7 5 . 8 9 6 3 1 2 6 2 1 9 8 1 1 2 1 7 2 0 2 0 1 0 1 . 6 9 1 TIE TO EX. D.I.G.D.I. STD. 840.28 TIE TO EX. D.I.G.D.I. STD. 840.27 S T A T I O N LOCATION (LT, RT, OR CL)' STRUCTURE NO. TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL S I D E D R A I N P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) C . S . P I P E FROM TO .064 ** " R.C. PIPE (CLASS V) 42 ' ' 4 8 ' ' 30 ' ' 3 6 ' ' .079 .079 .109 .109 12 ' ' ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 12 ' ' 1 5 ' ' 1 8 ' ' 2 4 ' ' 18 ' ' 2 4 ' ' R . C . P I P E C L A S S I I I R . C . P I P E C L A S S I V 24 ' ' 3 0 ' ' 3 6 ' ' 30 ' ' 3 6 ' ' 4 2 ' ' 4 8 ' ' DO NOT USE RCP DO NOT USE CSP 42 ' ' 4 8 ' ' DROP INLET .064 .064 .064 42 ' ' 4 8 ' ' 12 ' ' 1 5 ' ' 1 8 ' ' 2 4 ' ' 3 0 ' ' 3 6 ' ' 18 ' ' ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE 15 ' ' DO NOT USE CAAP DO NOT USE HDPE 12 ' ' 1 5 ' ' ST D . 8 3 8 . 0 1 83 8 . 1 1 O R ST D . 8 3 8 . 8 0 (U N L E S S NO T E D OT H E R W I S E ) PER EACH (0' THRU 5.0') LI N . FT . B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONVERT EXISTING DI TO BLIND T.B.J.B.G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 CU . Y A R D S A B CATCH BASIN TY P E O F GR A T E FR A M E , GR A T E S , AN D H O O D S T A N D A R D 84 0 . 0 3 EN D W A L L S QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') C.B. STD. 840.01 OR STD. 840.02 G.D.I. STD. 840.27 TIE TO EX. D.I.REMARKS C.B. STD. 840.01 G T.B.G.D.I. STD. 840.36 R.C.P. C.S.P. 5.0' THRU 10.0' 10.0' AND ABOVE PIPE REMOVAL LIN. FT.ABBREVIATIONS C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOXCONCRETE TRANSITIONAL SECTION D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 CONC. COLLARS CL. "B" C.Y. STD. 840.72 G.D.I. STD. 840.28TIE TO EX. D.I.G.D.I. STD. 840.27C.B. STD. 840.01 G G.D.I. STD. 840.27 TIE TO EX. D.I.G.D.I. STD. 840.27 TIE TO EX. D.I.TIE TO EX. D.I.T.B.G.D.I. STD. 840.36 M ATCHLIN E SHEET 5 -L1- STA. 21+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_4.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -L1- CURVE DATAPI Sta 10+39.93DL = 2,622.42’T = 1,334.52’R = 5,738.34’-LRT1- CURVE DATA-LLT1- CU R V E D A T A PI Sta 19+ 5 1 . 4 3 DL = 769.7 3 ’ T = 385. 4 3 ’ R = 5,78 7 . 9 4 ’ PI Sta 19+44.75DL = 756.40’T = 378.75’R = 5,704.20’V = 74 MPHV = 73 MPHV = 74 M P H SE = 04SE = 04SE = 04 - L 1 - S T A . 1 5 + 6 6 . 0 0 B E G I N T I P P R O J E C T I - 5 3 3 8 T Y P E B - 7 7 E X I S T . E O T E X I S T . E O T 80.5’ T Y P E B - 7 7 - L 1 - S t a . 1 8 + 8 2 . 6 1 B E G I N T E M P O R A R Y W I D E N I N G L T B E G I N C O N S T R U C T I O N L T - L 1 - S t a . 1 8 + 7 7 . 3 5 B E G I N T E M P O R A R Y W I D E N I N G R T B E G I N C O N S T R U C T I O N R T 79.1’ - L 1- - L R T 1- - L L T 1- - L R T 1 - P C S t a . 1 5 + 6 6 . 0 0 ( 4 6 . 0 0 ’ R T ) - L 1 - P O C S t a . 1 5 + 6 6 . 0 0 = - L L T 1 - P C S t a . 1 5 + 6 6 . 0 0 ( 4 6 . 0 0 ’ L T ) - L 1 - P O C S t a . 1 5 + 6 6 . 0 0 = 20+00 15+00 10+00-L1- S S S TOP=431.26 ’ TOP=434.07’TOP=433.20’TOP=432.49’TOP=433.58’INV=418.12’ T O P = 4 3 5.3 5’ T O P = 4 3 8 .2 2 ’ 36" RCP36" RCP30" RCP30" RCP 30" RCP D I INV IN=425.22 ’ INV OUT=425.01’INV OUT=424.62’INV IN=424.63’DI INV IN=424.12’INV OUT=424.08’DI INV IN=423.76’INV OUT=423.73’DI INV IN=423.29’INV OUT=423.28’DI IN V O U T = 4 3 4 .4 9 ’ C B INV= 4 2 2.6 7’ 36" RCPTOP=421.51’TOP=426.01’TOP=429.00’DI DI DI 15" C MP I N V I N A C C E S SI B L E ( F U L L O F D E B RIS) INV IN=414.6 7’ INV OUT=415.66’INV O U T = 4 1 4. 3 2’ DIINV IN=424.06’(W)INV IN=411.41’(S)INV OUT=411.19’(N) TOP=431.34’ T O P = 4 4 9 . 9 2 ’ T O P = 4 5 0 . 0 2 ’ T O P = 4 4 7 . 7 7 ’ T O P = 4 4 8 . 9 6 ’ T O P = 4 4 9 . 2 9 ’ TOP=418.57’ (APPROX.)NOT LOCATEDU/G JB ( A P P R O X. ) N O T L O C A T E D U/ G J B S D M H S D M H 15" DIP 15" RCP 18" RCP 18" DIP 18" RCP P IP E S IZ E /TY P E UNKNOW N DI INV IN=425.90’ INV OUT=425.88’ 24" RCP 30" RCP I N V O U T = 4 4 5 . 9 7 ’ C B I N V O U T = 4 4 5 . 7 9 ’ I N V I N = 4 4 5 . 8 9 ’ D I I N V I N = 4 4 3 . 7 4 ’ I N V O U T = 4 4 3 . 6 6 ’ I N V I N = 4 4 1. 3 9 ’ I N V O U T = 4 4 1. 3 4 ’ INV OUT=413.77’INV IN=RECESSED INV IN=RECESSED END NOT FOUNDEND NOT FOUNDSTOP=436.46’INV OUT=422.66’INV IN=422.68’SDMH T O P = 4 5 4 . 7 2 ’ D I T O P = 4 5 5 . 3 8 ’ T O P = 4 5 2 . 2 8 ’ D I S D M H T O P = 4 5 4 . 7 3 ’ 15 " R C P 15" RCP 18" RCP D I I N V O U T = 4 5 2 . 2 2 ’ T O P = 4 3 0 . 7 5 ’ D II N V I N = 4 2 5 . 7 5 ’ ( S W ) I N V I N = 4 5 2 . 2 2 ’ ( N W ) I N V O U T = 4 5 2 . 2 2 ’ ( N E ) 18 " R C P 24" RCP 30" RCP ( A P P R O X. ) N O T L O C A T E D U/ G J B ( A P P R O X. ) N O T L O C A T E D U/ G J B 30" RCP 36" RCP I N V O U T = 4 4 6 . 9 3 ’ ( N E ) I N V I N = 4 5 2 . 8 7 ’ ( S W) I N V I N = 4 4 7 . 1 6 ’ ( S ) 18 " C M P I N V I N = 4 4 6 . 0 9 ’ I N V O U T = 4 4 5 . 7 8 ’ TOP=411.25’ 1 8 " R C P INV IN=405.75’(W ) INV IN=404.17’(N) INV OUT=404.17’(E) DI INV IN=408.77(NW) 8" HDPE I N V I N = 4 4 9 . 5 4 ’ 36" RCP36" RCP 36" RCP36" RC P15" RCP 24" RCP(OUT OF LIMITS)END NOT LOCATED (OUT OF LIMITS)END NOT LOCATED (OUT OF LIMITS)END NOT LOCATED ( O U T O F L I M I T S ) E N D N O T L O C A T E D ( O U T O F L I M I T S ) E N D N O T L O C A T E D END NOT FOUND G U A R D R AI L G U A R D R A I L G U A R D R A I L G U A R D R A I L S I G N SIGN OVERHEAD SIGNOVERHEAD 2.5’ C&G 2 . 5 ’ C & G 2. 5 ’ C & G GUARDRAIL S I G N G U A R D R A I L G U A R D R A I L CONC CONCCONCCONC C O N C C O N C C O N C -BL- 102 BL-103 -BLA- 111 -BLA- 110 5 4 F F F N A D 8 3 / N S RS 2 0 0 7 S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H M ATCHLINE SHEET 4 -L1- STA. 21+00.00 M ATCHLINE SHEET 6 -L1- STA. 34+50.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 5 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_5.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N - L L T 1 - C U R V E D A T A P I s S t a 2 4 + 2 7 . 8 4 L s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 0 1 ’ S T = 1 0 0 . 0 1 ’ P I s S t a 2 4 + 3 5 . 7 3 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 0 1 ’ S T = 1 0 0 . 0 1 ’ P I s S t a 2 4 + 2 2 . 4 0 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 0 1 ’ S T = 1 0 0 . 0 1 ’ - L R T 1 - C U R V E D A T A - L 1 - C U R V E D A T A F E X I S T . E O T E X I S T . E O T G RA U 3 5 0 TL- 3 -L1- CS Sta. 23+27.83 - L 1 - T S S t a . 3 3 + 1 0 . 6 6 - L 1 - S T S t a . 2 6 + 2 7 . 8 3 - L1- -LRT1--LLT1- - LR T 1- - LLT 1- -LRT1- CS Sta. 23+22.40 -LLT1- CS S t a . 2 3 + 3 5 . 7 3 - L L T 1 - S T S t a . 2 6 + 3 5 . 7 3 -LRT1 - S T S t a . 2 6 + 2 2 . 4 0 30+00 25+00 -L1- - L L T 1 - S t a . 3 1 + 8 2 . 4 3 ( 2 3 . 0 0 ’ L T ) - L 1 - P O T S t a . 3 1 + 7 6 . 0 0 = B E G I N 2 2 ’ M E D I A N - L R T 1 - P O T S t a . 3 1 + 6 9 . 9 0 ( 2 3 . 0 0 ’ R T ) - L 1 - P O T S t a . 3 1 + 7 6 . 0 0 = B E G I N 2 2 ’ M E D I A N 0 5 0 1 A d j . D I 0 5 0 2 A d j . D I 15 " RC P- III E R G S II R E O O W N E R L L C B M 19 8 5 P G 2 0 6 8 D B 14 6 18 P G 10 6 6 K SI C A R Y 483 L L C B M 1990 P G 999 D B 8588 P G 317 S 8 7 2 0’ 3 4" E 16 8. 4 8’ S 58 46’25" W 106.36’ EIP EI P R/ W M O N R/ W M O N R/ W M O N R/ W M O N E X IS T IN G R / W E X IS T ING R / W EXISTING R/W 20’ SEWER EASEMENT BM 1985 PG 2068 E A S E ME NT B M 19 8 5 P G 2 0 6 8 G U A R D R A IL G U A R D R A IL G U A R D R A IL OVERHEAD SIGN B L - 8 8 S D I T O P = 4 6 0 .0 5 ’ (B L IN D ) O F B O X = 4 15 .5 2 ’ IN V T O C E N T E R IN V O U T = 4 5 0 .7 0 ’ IN V IN = 4 5 3 .2 4 ’ T O P = 4 5 6 .7 0 ’ D ID I SS T O P = 4 5 9 .6 4 ’ T O P = 4 5 8 .4 0 ’ T O P = 4 5 9 .4 1’ T O P = 4 5 6 .6 4 ’ T O P = 4 6 0 .0 6 ’ T O P = 4 3 0 .3 5 ’ TOP=446.59’INV=440.86’TOP=458.61’TOP=458.28’TOP=460.31’ D I IN V IN = IN A C C E S S IB L E IN V O U T IN A C C E S S IB L E (O V E R 4 0 ’ D E E P ) IN V IN = 4 4 8 .4 1(E )15" RCP IN V O U T = 4 5 0 .6 4 ’ IN V IN = 4 5 1.18 ’ D I S D MH 15 " R C P D I IN V O U T = 4 5 5 .4 0 ’ (A P P R O X .) NO T L O C A T E D U / G J B 78" CMP 78" CMP 18" C MP IN V IN = 4 5 4 .6 4 ’ (N ) IN V IN = 4 5 4 .8 1’(E ) IN V O U T = 4 5 4 .5 2 ’(S W) IN V O U T = 4 5 6 .9 9 ’ D I INV OUT=442.79’CB15" CMP IN V O U T = 4 2 3 .2 8 ’DI IN V =4 4 6 .7 0 ’ 18" CMP15" RCP15" RCP DIINV OUT=457.40’DI INV OUT=453.83’INV IN=453.64’DIINV IN=452.79’INV OUT=452.66’TOP=454.73’INV OUT=452.22’TOP=446.19’DITOP=456.90 ’CB C / L O F B O X E L E V . = 4 0 7 . 0 3 ’ P IP E S A R E R E C E S S E D 10 ’ + / - IN V E R T S IN N A C C E S S IB L E I N V =426. 05’ INV OUT=443.26’INV IN=443.97’15" CMPINV OUT=449.98’18" CMP 36" CM P SS 2.5’ C&G2.5’ C&G CONCCONCCONCCONCCONCCONC CON C 18" MATERIAL TYPE UNKNOWN OVERHEAD TRANSM ISSION OVERHEAD TRANSM ISSION OWNER - TOWN OF APEX -BL- 101 -BLA- 112 6 30" CMP 36" C M P U N K N O W N E N D O F 8 4 " C M P 8 4 " C M P I N V =407. 15’ T O P 414. 16 H W 72" CMP T O P 418. 52 S T O R M M H I N V = 40 7. 02’ S 7 8 " C M P IN V = 3 9 6 . 4 0 ’ 18" RCP F C CCF F C F F C C N A D 83/ N SR S 2007 SEE DETAIL A SPECIAL CUT DITCH S E E D E T A I L D I N S T A L L F A L S E S U M P R E M O V E R E M O V E M ATC H LIN E SH EET 7 -L1- STA. 48+00.00 MATCHLINE SHEET 5 -L1- STA. 34+50.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 6 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_6.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -EBCD- CURVE DATA-WBCD- CURVE DATA - L 1 - C U R V E D A T A P I s S t a 3 6 + 4 4 . 2 0 FL s = 5 0 0 . 0 0 ’ L T = 3 3 3 . 5 4 ’ S T = 1 6 6 . 8 6 ’ V = 72 MPHV = 80 MPHSE = 08SE = 08 PI Sta 18+02.89DL = 1,429.36’T = 732.25’R = 2,670.00’PI Sta 18+64.14DL = 1,579.23’T = 833.37’R = 2,000.00’ C A T- 1 GRAU 350 TL-3 G RA U 3 5 0 TL- 3 EXIST. EOT E X I S T . E O T E X I S T . E O T 84’+50.74 S T A . 3 8 + 1 4 . 7 0 E N D T E M P . W I D E N I N G S T A . 3 9 + 7 7 . 3 7 B E G I N T E M P . W I D E N I N G S T A . 4 0 + 3 0 . 3 0 B E G I N T E M P . W I D E N I N G STA. 39+1 4 . 7 8 END TEMP . W I D E N I N G 86’85.6’EXIST. EOTGRAU 350 TL-3+17.15 - E B C D - -L1- SC Sta. 38+10.66 -WB C D - - E B C D- - W B C D - - L 1- -L1--EBCD- PT Sta. 25+00.00 (99.76’ RT)-L1- POC Sta. 37+91.95 = -WBC D - P T S t a . 2 6 + 1 0 . 0 0 ( 1 1 1 . 9 0 ’ L T . ) - L 1 - P O C S t a . 3 7 + 6 2 . 1 2 = -EBCD- 15+00 45+00 -WBCD- 20+00 -EBCD- 20+00 40+00 -WBCD- 25+00 35+00TB 2GI TB 2GI0601 06030604 0 6 0 5 0 6 0 6 T O B L I N D T B J B C O N V E R T E X . D I 15" RCP-III15" RCP-III E X T E N D C O L L A R A N D 15" RCP-III T B 2 G I C A R Y P R O P E R T I E S L L C B M 19 9 0 P G 9 9 9 D B 8 4 3 9 P G 5 6 2 B UI LD ER S FI R S T LLC B M 19 8 6 P G 1 0 2 9 D B 1 3 3 1 7 P G 7 7 2 P F R S C R O S S R O A D S L A N D C O R P B M 1 9 9 0 P G 9 9 9 D B 1 3 0 7 4 P G 2 1 3 2 S 74 2 4 ’0 2 " W294 .3 5 ’ EI P EI P EI P EI P EI P EIP R/W MON R/ W M O N R/ W M O N E X IS T IN G R / W E XI S T I N G R/ W E XIS T IN G R / W 20 ’ S A N IT A R Y E A S E ME NT B M 19 8 6 P G 10 2 9 2 0 ’ U T I L IT Y A N D P I P E L IN E E A S E M E N T B M 19 9 9 P G 19 0 9 E A S E M E N T N C D O T P R O J E C T # 8 . 14 7 5 4 0 1 GUARDRAIL G U A R D R A I L OVERHEAD SIGN B L - 8 7 B L - 8 6 2 4 " R C P 2 4 " R C P 18" RCP 15" RCPT O P = 4 5 1. 2 5 ’ T O P = 4 4 8 . 9 7 ’ DI D I D I I N V I N = 4 4 5 . 9 7 ’ I N V O U T = 4 4 5 . 9 4 ’ I N V O U T = 4 4 8 . 8 5 ’ D I T O P = 4 5 2 .2 4 ’ T O P = 4 5 6 . 4 9 ’ TO P = 4 5 1.8 8 ’ IN V O U T = 4 5 2 . 14 ’ IN V O U T = 4 4 9 . 13 ’ IN V IN = 4 4 9 .9 5 ’ D I IN V O U T = 4 4 6 .3 8 ’ D I IN V IN = 4 4 3 .9 5 ’ IN V IN = 4 4 3 .6 6 ’ IN V O U T = 4 4 3 .6 0 ’ T O P = 4 4 7 .7 9 ’ T O P = 4 4 2 . 6 9 ’ IN V IN = 4 3 8 . 5 5 ’ IN V IN = 4 3 8 . 14 ’ IN V O U T = 4 3 7 . 9 2 ’ T O P = 4 4 1. 3 6 ’ D II N V I N = 4 3 4 . 9 6 ’ I N V O U T = 4 3 4 . 0 4 ’ -BLA - 113 TOP 433.16HWINV=429.27’ I N V = 4 4 1. 4 9 ’ FES 24" RCP I N V = 4 2 8. 0 2 ’ FES 36" RCP F C F C C F C N A D 83/ N SRS 2007 D R A I N G R A D E T O D R A I N G R A D E T O S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H SEE DETAIL B SPECIAL LATERAL V D I T C H SEE DETAIL D INSTALL FALSE SUMP R E T A I N REMOVEMATCHLINE SHEET 6 -L1- STA. 48+00.00 M ATCH LIN E SH EET 8 -L1- STA. 61+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 7 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_7.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N - L 1 - C U R V E D A T A P I S t a 5 0 + 1 3 . 3 7 DL = 2 , 2 1 4 . 8 0 ’ T = 1 , 2 0 2 . 7 0 ’ R = 2 , 2 8 9 . 2 9 ’ V = 6 8 M P H S E = 0 8 -EBCD- CURVE D A T A V = 76 MPH PI Sta 10+35.3 2 DL = 70.64’T = 35.32’R = 2,336.29 ’ SE = 08 -WBCD- CURVE DATAV = 75 MPH PI Sta 10+15.39DL = 30.77’T = 15.39’R = 2,242.29’SE = 08 E X I S T . E O T E X I S T . E O T P O R T A B L E C O N C . B A R R I E R T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I P O R T A B L E C O N C . B A R R I E R -Y1- JONES FRANKLIN RD -EBCD--WBCD--L1- - L 1- - Y 1 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 1 - P O T S t a . 1 4 + 7 7 . 5 2 - W B C D - P C S t a . 1 0 + 0 0 . 0 0 ( 4 7 . 0 0 ’ L T ) - L 1 - P O C S t a . 5 4 + 2 0 . 0 0 = -EBCD- PC Sta. 10+00.00 ( 4 7 . 0 0 ’ R T ) -L1- POC Sta. 5 2 + 5 0 . 0 0 = - W B C D - P C C S t a . 1 0 + 3 0 . 7 7 -EBCD- PCC Sta. 10+70 . 6 4 60+00 55+00 50+ 0 0 -WBCD- 15+00-EBCD- 15+00 - Y 1 - P O T S t a . 1 1 + 9 8 . 5 8 - L 1 - P O C S t a . 5 5 + 6 4 . 3 4 = - L 1 - C S S t a . 6 0 + 2 5 . 4 6 TB 2GI TO BLIN D JB C O N VERT EX. D I 07010702 0 7 0 5 0 7 0 4 15" R C P-III 0 7 0 3 EXTEND COLLAR AND18" RCP-III T B 2 G I T B 2 G I 12" DIP 12" DIP THE APARTMENTS AT CROSSROA D S L L C BM 2008 PG 1683DB 12346 PG 583 MI L L E R B UI L T C O N S T R U C T I O N I N C B M 1 9 5 3 P G 7 8 D B 1 4 2 8 1 P G 1 9 7 0 J M A R K I N V E S T M E N T S L L C B M 2 0 0 1 P G 1 1 8 6 D B 1 1 1 3 1 P G 2 4 1 3 P I N N A C L E P A R T N E R S L L C B M 1 9 9 9 P G 1 1 3 0 D B 8 3 5 6 P G 2 4 3 0 B M 2 0 0 0 P G 2 2 6 3 D B 1 3 2 6 2 P G 7 9 6 R AI A S E L F S T O R A G E M O N T VI L L E L L C W E S T RI D G E T O W N H O U S E S H O M E O W N E R S KE VI N D A T KI NS O N B M 1990 P G 851 D B 12902 P G 764B M 1990 P G 851 D B 12262 P G 1465 AS A D S HE H A D E H BM 1990 PG 851 DB 14705 PG 2294 BM 1990 PG 851 DB 12022 PG 1198 SUDIP & BAKULA PANDYA JEFF A. CALLENDER N 15 19’38" E 206.24’ N 55 14’51" E 78.50’ S 3445’09" E 37.00’ 9.00’ S 55 14’51" W 69.50’ 15.00’N 3445’09" W 37.00’ S 55 14’51" W 84.50’37.00’ S3445’09"E N 1636’39" W 36.90’ N7325’15"E N 15 22’58" E 80.10’ S 7315’42" E110.01’ S 14 51’37" W 20.12’ S 14 28’50" W 52.67’S 14 28’50" W 138.65’ 17 2 . 6 3 ’ S 15 46’12" W 266.19’ EIP EI P EI P EI P EI P EI P S 7 4 13 ’ 0 6 " E 110 . 4 9 ’ S 7 3 13 ’ 5 1" E 2 6 7 . 2 3 ’ EI P R/ W M O N R/ W M O N EI P R/ W M O N R/ W M O N R/ W M O N E X IS T ING R / W E X I S T IN G R / W EXISTING R/W EXISTING R/W EXISTING R/W E X IS T IN G R / W EXISTING R/W 20’ SANITARY EASEMENT BM 1986 PG 1029 JONES FRANKLIN ROAD JONES FRANKLIN ROAD 20’ UTILITY AND PIPELINE EASEMENT BM 2001 PG 1295 SANITARY EASEMENT BM 2001 PG 1295 2 0 ’ S A NIT A RY E AS E ME NT BM 2 0 0 6 P G 7 4 8 GUARDRAIL G U A R D R A IL I440 VARIBLE WID T H B S T I440 VARIBLE WIDTH BST B R ID G E C O L U M N S B R ID G E C O L U M N S B R ID G E C O L U M N S B L - 8 5 B L - 4 7 B L - 1 v v 15" RCP T O P = 4 3 3 . 9 8 ’ 3 6 " R C P 3 6 " R C P T O P = 4 3 0 . 9 8 ’ T O P = 4 3 4 .6 6 ’ TOP=442.22’ T O P = 4 4 0 .2 1’ T O P = 4 3 7 .15 ’ DIINV OUT=438.90’INV IN=438.99’ D I IN V O U T = 4 2 7 .2 4 ’ IN V IN = 4 2 7 .3 6 ’ IN V IN = 4 3 2 .7 8 ’ DI IN V IN = 4 3 3 .2 3 ’ IN V O U T = 4 3 3 .2 3 ’ 15" RCP IN V IN = 4 2 4 . 2 1’ IN V IN = 4 2 5 . 2 3 ’ IN V O U T = 4 2 3 . 4 0 ’ D I INV IN =4 3 4 .7 9 ’ INV O U T = 4 3 4 .7 3 ’ D I I N V O U T = 4 3 0 . 2 8 ’ D I TOP=444.33’18" RCPINV OUT=441.51’DI 15 " RCP 15" CMP 24" R C P IN V = 4 4 4 .2 7 ’ T O P = 4 4 2 .5 0 ’ D I INV IN = 4 3 7 .8 3 ’ INV O U T = 4 3 7 .4 5 ’ T O P = 4 2 7 . 3 4 ’ I N V I N = 4 2 0 . 3 9 ’ I N V O U T = 4 2 0 . 0 1’ INV IN=4 3 4 .2 4 ’ INV OUT = 4 3 3 .5 2 ’ TOP=437 .6 7 ’ DI INV IN= 4 3 0 .4 8 ’ IN V IN = 4 2 9 .6 5 ’ IN V O U T = 4 2 9 .4 6 ’ D I T O P = 4 3 5 .6 0 ’ I N V I N = R E C E S S E D ( S ) 15" CM P I N V = 4 4 8 . 3 3 ’ 18" CMP 18 " C MP 24" CMP 3 0 " C MP 12" DIP 12" DIP I N V = 4 6 0 . 3 0 ’ T O P = 4 6 2 . 5 0 ’ D I 1 5 " R C P T O P = 4 6 2 . 6 9 ’ IN V = 4 5 9 . 7 4 ’ D I 15" CMP F C C F F F C C F N AD 83/ N SRS 2007 7 3 + 4 0 E N D A S P H A L T S B G 7 1 + 2 0 B E G I N A S P H A L T S B G ( T Y P . ) 1 2 " EX. NOISE WALLEX. NOISE WALL 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D ( T Y P I C A L ) E S T 4 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P J B w / M H C o n v . D I T O M ATCHLIN E SHEET 7 -L1- STA. 61+00.00 M ATCHLIN E SHEET 9 -L1- STA. 74+50.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 8 I - 5 3 3 8 / I - 5 3 3 1 26-NOV-2013 16:20I5338_Rdy_psh_8.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N PIs Sta 69+78.63FLs = 240.00’LT = 160.00’ST = 80.00’-L1- CURVE DATAPIs Sta 61+92.31Ls = 500.00’LT = 333.54’ST = 166.86’FTYPE B-77 T Y P E B - 7 7 E X I S T . E O T E X I S T . E O T .04CROSS SLOPEEXIST.MATCH .04.04 .04 .04 .04 .04 .04 .04 .04 .03 .02 .01 0.0 .01 .02 .03 C R O S S S L O P E E X I S T . M A T C H 84’ 84’ +08.47 84’ +66.85 +24.07 -L1- - L 1 - S T S t a . 6 5 + 2 5 . 4 6 - L 1 - T S S t a . 6 8 + 1 8 . 6 2 - L 1 - S C S t a . 7 0 + 5 8 . 6 2 - L 1 - 70+00 65+00 T B 2 G I 0 8 0 1 0 8 0 2 0 8 0 3 0 8 0 4 0 8 0 5 0 8 0 6 0 8 0 7 1 5 " R C P - I I I G R A D E T O D R A I N G RA D E T O D R A I N 0 8 0 8 1 5 " R C P - I I I 1 5 " R C P - I I I T B 2 G I T B 2 G I T B 2 G I T B 2 G I 1 5 " R C P - I I I WESTRIDGE TOWNHOUSES HOMEOWNERSBM 1984 PG 1846DB 4969 PG 700BM 1990 PG 851 DB 14705 PG 2294 BM 1990 PG 851 DB 12022 PG 1198JUSTIN SMITH SUDIP & BAKULA PANDYA BM 1990 PG 851 DB 8497 PG 1148 JEFF A. CALLENDER BM 1990 PG 851 DB 11071 PG 669 JOSE T ASCENCIO-IBANEZBM 1990 PG 851 DB 14045 PG 259 MICHAEL C. BURRIS A S H B O R O U G H I N V E S T O R S L L C B M 2 0 0 0 P G 3 5 6 D B 112 15 P G 15 6 WAYNERIDGE TOWNES ASSO C I A T E S BM 1984 PG 275DB 3411 PG 921 W A Y N E R I D G E T O W N E S A S S O C I A T E S B M 19 8 4 P G 2 7 5 D B 3 4 11 P G 9 2 1 M A R T I N M C I N N I S I N C B M 19 8 4 P G 19 3 8 D B 3 2 8 5 P G 2 3 2 K A R L V G O D E T T E B M 19 8 3 P G 4 2 6 D B 12 9 5 3 P G 2 6 2 2 B M 19 8 3 P G 4 2 6 D B 7 6 9 7 P G 4 4 4 4 T E R R Y G H O L T H A U S S 5340’10" W203.22’ N 1636’39" W78.29’S 1633’20" E77.68’N 1632’03" W 78.32’N 1633’20" W 86.90’N 1633’20" W 86.90’N 1633’12" W 78.30’N 1645’06" W8.58’8.60’36.90’21.60’35.63’N 7326’40" E21.60’21.60’N7325’15"E 1.41’36.90’21.60’21.60’S 7326’40" W21.60’S7326’40"W36.79’S7327’21"W S1634’35"E S8031’04"E S 06 28’00" W 78.40’ S 15 46’49" W436.07’ S 03 54’00" W 215.66’ S 0610’00" E 160.19’ S 2926’00" E 122.00’ S 7 1 5 3 ’10 " E 14 5 .0 0 ’ N 1349’40" W 166.21’ S 5 9 3 8 ’3 3 " E 8 4 .7 6 ’ S 18 26’00" W 162.00’ N 1349’40" W 163.85’ N 2517’54" W 382.08’ 34.08’ S02 24’19"W EIP E I P E I P E I P EIP EIPR/W MON R / W M O N R / W M O N R / W M O N R / W M O N R / W M O N R / W M O N E X I S T IN G R / W C O NSE R V ATIO N B UFFE R B M 1983 P G 426 20’ D R AIN A G E E AS E M E N T B M 1983 P G 426 20’ DRAINAGE EASEMENT BM 1983 PG 426 2 0 ’ D R A IN A GE E A S E ME N T B M 19 8 3 P G 4 2 6 B M 19 8 4 P G 2 7 6 C O N S E R V A T I O N B U F F E R E A S E M E N T N C D O T P R O J E C T # 8 . 14 7 5 4 0 1 # 8 . 14 7 5 4 0 1 N C D O T P R O J E C T E A S E M E N T I 4 4 0 V A R I B L E WID T H B S T I 4 4 0 V A R IB LE WID T H B S T C U R B G U A R D R A I L G U A R D R A IL G U A R D R A I L GUARDRAIL G U A R D R A IL BL-46 B L - 2 TOP=433.98’TOP=430.30’36" RCP T O P = 4 2 5 . 7 4 ’ 18" RCP T O P = 4 2 5 . 6 6 ’ TOP=426 . 0 6 ’ T O P = 4 2 3 . 6 0 ’ INV OUT=430.28’INV IN=427.20’ L O C A T E P I P E U N A B L E T O DI DI INV IN= 4 16 . 5 6 ’ INV OU T = 4 16 . 3 6 ’ DI I N V O U T = 4 2 2 . 14 ’ D I I N V I N = 4 2 1. 0 7 ’ I N V O U T = 4 2 0 . 7 3 ’ D I D I TOP=427.34’INV IN=420.39’INV OUT=420.01’INV IN=RECESSED (S)INV OUT=426.61’ 18" RCP I N V O U T = 4 2 0 . 4 8 ’ I N V I N = 4 2 0 . 3 1’ 18" CM P 54" C MP 54" C M P T O P 3 8 1. 15 H W I N V = 3 7 6 . 0 9 ’ U N K N O W N E N D O F 15 " C M P 15" CM P I N V = 3 9 9 . 6 8 ’ I N V = 3 9 9 . 4 2 ’ 24" RCP I N V = 4 17 . 3 4 ’ I N V = 4 15 . 17 ’ 4 2 " R C P 15" RCP D I T O P = 4 2 0 . 3 2 ’ I N V = 4 16 . 12 ’ F F F F N AD 83/ N SRS 2007 M ATCH LIN E SH EET 8 -L1- STA. 74+50.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 9 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_9.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N M ATCHLINE SHEET 10 -L1- STA. 88+00.00 PI Sta 83+86.57DL = 2,609.82’T = 1,327.95’R = 5,729.58’V = 73 MPHSE = 04 -L1- CURVE DATA E X I S T . E O T E X I S T . E O T 84’ 84’ -L1- - L1- 85+00 75+00 80+00 WAKE COUNTY BOARD OF EDUCATIONBM 1995 PG 1640DB 13625 PG 1724 W A L T E R K E R R Y M C D A D E B M 1 9 6 7 P G 1 1 8 D B 8 2 6 0 P G 2 0 7 CI T Y O F R A L EI G H D B 2 4 3 7 P G 4 7 9 H E R C U L A N O P A T I N O B M 1 9 8 6 P G 1 4 1 9 D B 1 0 6 1 4 P G 4 9 4 F R A N C E S S S MI T H B M 1 9 8 6 P G 1 4 2 0 B M 1 9 8 5 P G 7 6 2 CI T Y O F R A L EI G H D B 2 8 8 0 P G 3 6 2 T H O M A S C B R A Y B M 1 9 5 9 P G 3 D B 2 9 6 9 P G 2 6 THOM AS C BRAY BM 1959 PG 3 DB 1475 PG 352 CITY OF RALEIGHDB 2437 PG 479 S 0118’29" W 110.00’ S 8 8 4 7 ’ 4 2 " E 1 8 5. 9 1’ S 12 50’52" W 136.63’ S 17 01’44" W 271.67’ S 16 51’50" W 260.39’TO R/W 1.32’ EIP TO R/W 0.94’ EIPN 20 36’12" E 72.80’ S 8 4 3 4 ’ 4 8 " E 5 9 . 5 8 ’ N 0415’47" W 200.10’ EI P EI P EI P R/ W M O N EXISTING R/W E XI S T I N G R/ W EXISTING R/W EXISTING R/W E XI S T I N G R/ W EXISTING R/W E X IS T IN G R / W E X IS T I N G R / W OLIVE ROAD 60’ R/W BM 1967 PG 118 GR E E N VALLE Y D R IVE 6 0 ’ R /W B M 19 6 7 P G 118 E A S E M E N T N C D O T P R O J E C T # 8 . 14 7 5 4 0 1 GUARDRAIL G U A R D R A IL B L - 4 5 B L - 4 4 v v v v v v v v T O P = 4 0 8 . 2 2 ’ 15 " R C P T O P = 4 0 9 . 4 3 ’ T O P = 4 0 3 . 3 5 ’ 15" RCP T O P = 4 0 5 . 0 3 ’ TOP=415.44’ T O P = 4 0 6 . 7 5 ’ INV OUT=412.24’DI IN V IN = 4 0 4 . 0 2 ’ IN V O U T = 4 0 3 . 8 1’ D I I N V O U T = 4 0 4 . 9 5 ’ D I IN V O U T = 4 0 0 . 0 3 ’ D I IN V IN = 3 9 9 . 12 ’ IN V O U T = 3 9 8 . 5 3 ’ D I IN V IN = 3 9 7 . 10 ’ IN V O U T = 3 9 7 . 0 2 ’ D I D I T O P = 4 10 . 4 3 ’ IN V IN = 4 0 2 . 8 9 ’ IN V O U T = 4 0 2 . 6 8 ’ 18 " RCP 36" RCP 36" RCP 54" CMP I N V = 3 8 4. 1 7 ’ I N V = 3 6 7. 8 5 ’ 18" CM P INV=380.55’PAVED DITCHINV=370.53’54" CMP THOMAS C BRAY I N V = 4 0 0. 2 0 ’ 18" RCP I N V = 3 9 5 . 15 ’ 18" CMP 18" RCP CF C C F F C F F C C F F F SEE DETAIL A SPECIAL CUT DITCH S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L D IN S T A L L F A L S E S U M P DRAIN GRADE TO D R A I N G R A D E T O T O B L I N D T B J B C O N V E R T E X . D I T O B L I N D T B J B C O N V E R T E X . D I T O B L I N D T B J B C O N V E R T E X . D I SEE DETAIL A SPECIAL CUT DITCH S E E D E T A I L A S P E C I A L C U T D I T C H REMOVEREMOVE R E M O V E M ATCHLIN E SHEET 9 -L1- STA. 88+00.00 M ATCHLINE SHEET 11 -L1- STA. 101+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 26-NOV-2013 16:20I5338_Rdy_psh_10.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 0 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_10.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N PI Sta 12+27.89DL = 434.91’T = 218.52’R = 1,800.00’-Y2- CURVE DATAPIs Sta 97+48.44FLs = 240.00’LT = 160.00’ST = 80.00’-L1- CURVE DATA G RAU 3 5 0 TL- 3 C A T - 1 G RA U 3 5 0 TL- 3 E X I S T . E O T E X I S T . E O T 9 2 . 0 0 ’ R T + 0 0 . 0 0 8 2 . 0 0 ’ R T + 2 0 . 0 0 9 2 . 0 0 ’ L T + 0 0 . 0 0 8 2 . 0 0 ’ L T + 2 0 . 0 0 84’84’ 94’ 94’ T Y P E - I I I TYPE- I I I T Y P E - I I I -Y2- AVE NT FERRY RD-L1- - L1- - Y 2 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 2 - P C S t a . 1 0 + 0 9 . 3 7 -Y2- PT Sta. 14+44. 2 8 -Y2- POT Sta. 15 + 7 6 . 4 9 90+00 95+00 15 + 0 0 100+00 - L 1 - C S S t a . 9 6 + 6 8 . 4 4 - L 1 - S T S t a . 9 9 + 0 8 . 4 4 - Y 2 - P O C S t a . 1 2 + 8 4 . 3 9 - L 1 - P O C S t a . 9 1 + 8 4 . 6 2 = T B 2 G I TB 2 G I TB 2 G I TB 2 G I 1 0 0 6 1 0 0 7 1 0 0 2 1 0 0 1 1 0 0 4 1 0 0 3 1 0 0 9 1 0 1 0 1 5 " R C P-III 1 5 " R C P-III 101110 1 2 Ad j . 2 G I 15" RCP-III E X T E N D C O L L A R A N D 18" RCP-III TB 2GIANGELA VICTORIA BRAYBM 1959 PG 3 CI T Y O F R A L EI G H B M 19 8 8 P G 4 6 7 D B 4 2 8 3 P G 117 M A T T H E W S T C L A IR B M 2 0 0 0 P G 5 4 3 D B 115 4 8 P G 2 6 4 4 B M 2 0 0 0 P G 5 4 3 D B 9 0 0 0 P G 17 4 6 S A N D R A K A Y D A R D E N LISA J FULLER BM 2001 PG 363DB 13534 PG 1626 BM 2001 PG 363DB 9477 PG 2023 BM 2001 PG 363DB 10091 PG 2363 BM 2001 PG 363DB 13152 PG 2421CURTIS G KIRKHOFF M ARIA P RAM IREZ STEPHEN C REECE BM 2001 PG 363DB 9043 PG 56 JOYCE L RAICHEL M ICHAEL C HARRIS BM 2000 PG 543 DB 10180 PG 1411 S 6 3 4 6 ’ 2 1" E 9 2 . 8 2 ’ N 6 3 4 6 ’ 3 6 " W 9 3 . 0 0 ’ N 26 28’06" E 42.06’ S 6 3 5 0 ’4 6 " E 9 3 . 10 ’ N 6 3 4 6 ’ 3 6 " W 9 3 . 0 0 ’ S 26 22’50" W 37.11’ N 05 29’51" E 93.00’ S 05 40’04" W 93.13’ S 16 36’46" W 93.01’ S 8 3 5 1’ 3 1" E 2 2. 2 8 ’ S 16 36’46" W 93.01’ S 16 37’41" W 92.99’ S 16 37’26" W 93.04’ S 16 37’35" W 93.00’ S 16 37’35" W 73.81’ S 7 3 2 6 ’ 0 9 " E 2 2 . 0 5 ’ S 7 3 19 ’ 14 " E 2 2 . 0 2 ’ S 7 3 3 1’ 15 " E 2 1. 9 9 ’ S 7 3 15 ’ 5 2 " E 2 2 . 0 0 ’ S 7 3 11’ 14 " E 3 2 . 3 4 ’ S 23 22’54" W130.56’S 6637’06" E150.00’ EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP R/ W M O N R/ W M O N R/ W M O N R/W MONR/W MONEXISTING R/W EXISTING R/W EXISTING R/W E X IS T IN G R / W E X IS T IN G R / W EXISTING R/WAVENT FERRY ROAD AVENT FERRY ROAD E A S E M E N T N C D O T P R O J E C T # 8 .14 7 5 4 0 1 I440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST G U A R D R A IL B L - 3 B L - 4 vv v v TOP=401.72’15" RCPINV=422 . 9 4 ’ 18" CMP 18" RCP 18" RCP T O P = 4 0 1 . 6 4 ’ TOP=401.79’ T O P = 3 9 5 .8 2 ’ 18" R CP 18 " R C P T O P = 3 9 7 .5 6 ’ T O P = 4 0 0 .11’ T O P = 3 9 8 .6 7 ’ 18 " R C P T O P = 3 9 9 .2 9 ’ 15" RCP T O P = 4 0 3 . 3 2 ’ DIINV OUT=398.67’ D I IN V O U T = 3 9 5 .6 3 ’ IN V O U T = 3 9 6 . 9 1’ IN V IN = 3 9 7 . 0 7 ’ D I IN V O U T = 4 0 0 . 2 8 ’ IN V IN = 4 0 0 . 5 8 ’ IN V IN = 4 0 0 . 3 0 ’ D I INV OUT=398.10’INV IN=398.53’DI 15" RCP 15" CMP T O P = 3 9 6 . 4 3 ’ IN V = 4 0 1. 7 7 ’ 24" C M P IN V IN = 3 8 9 .3 4 ’ IN V O U T = 3 8 9 .14 ’ D I IN V O U T = 3 9 5 .6 9 ’ D I D I D I IN V O U T = 3 9 2 .9 9 ’ IN V O U T = 3 9 1.2 9 ’ IN V IN = 3 9 1.5 4 ’ D I D I O F B O X = 3 9 7 .4 6 ’ IN V T O C E N T E R TOP=403.41’INV OUT=401.01’DI T O P = 3 9 9 .6 6 ’ IN V IN = 3 9 5 .6 6 ’ IN V IN = 3 9 6 .0 6 ’ 18" RCP 2 4 " R C P IN V = 3 7 2 .10 ’ 3 6 " C M P IN V = 3 7 3 .6 4 ’ 24" RCP IN V = 3 7 7 .4 9 ’ 30" R C P IN V = 3 7 7 .6 2 ’ THOMAS C BRAYBM 1959 PG 3DB 1475 PG 352 IN V = 3 9 2 . 4 3 ’ (IN ) C C F F C C F F C CF N AD 83/ N SRS 2007 1 0 6 + 0 0 E N D A S P H A L T S B G 102+50 BEGIN ASPHALT SBG 1 1 3 + 2 0 B E G I N A S P H A L T S B G (TYP.)12" 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D (TYPICAL)EST 5 SY GEO EST 1 TON CLASS ’B’ RIP RAP M ATCHLIN E SHEET 12 -L1- STA. 114+50.00 M ATCHLINE SHEET 10 -L1- STA. 101+00.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 1 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_11.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N PIs Sta 104+33.29FLs = 240.00’LT = 160.00’ST = 80.00’-L1- CURVE DATAGRAU 350 TL-3 CAT-1 E X I S T . E O T E X I S T . E O T 92.00’ RT +00.0082.00’ RT +80.00 STA. 102+00.00 (99.00’ LT)RETAINING WALL RWL1 BEGIN TEMPORARYSTA. 101+50.00 (99.00’ RT)RETAINING WALL RWR1 BEGIN TEMPORARY S T A . 1 0 7 + 0 0 . 0 0 ( 8 9 . 0 0 ’ R T ) R E T A I N I N G W A L L R W R 1 E N D T E M P O R A R Y S T A . 1 1 3 + 5 0 . 0 0 ( 8 9 . 0 0 ’ L T ) R E T A I N I N G W A L L R W L 2 B E G I N T E M P O R A R Y 94’94’92.00’ LT +00.00 84’84’ 99.00’ RT +00.0089.04’ RT +80.00 99.00’ LT +00.0089.00’ L T +80.0 0 S T A . 1 0 5 + 5 0 . 0 0 ( 8 9 . 0 0 ’ L T ) R E T A I N I N G W A L L R W L 1 E N D T E M P O R A R Y 1102 1 1 0 4 1101 1 1 0 3 CI T Y O F R A L EI G H D B 2 6 5 4 P G 2 7 9 D B 2 0 17 P G 2 4 9 C R E S C E N T RI D G E P R O P E R T Y H O M E O W N E R S B M 2 0 0 4 P G 9 4 D B 12 18 9 P G 12 9 6 C R E S C E N T RI D G E P R O P E R T Y H O M E O W N E R S B M 2 0 0 4 P G 9 4 D B 12 18 9 P G 12 9 6 B M 2004 P G 94 D B 11043 P G 1086 JE N NIFE R E N O RT O N B M 2004 P G 94 D B 11036 P G 373 B M 2004 P G 94 D B 14741 P G 800 B M 2004 P G 95 D B 14700 P G 2080 B M 2004 P G 95 D B 14685 P G 231 T A M AT H A L J O Y NER S U NIL B H A R D W AJ JE N NIFER M U N N FE DE R AL N ATIO N AL MT G ASS N K A TIE L M C M A H O N N 4 4 11’2 5 " W 112 .4 7 ’ S 8014’58" W 64.91’ N 6 4 5 1 ’ 0 6 " W 2 5 . 4 7 ’ N 8008’46" E 80.89’ S 8009’40" W 78.51’ S 8009’40" W 77.22’ S 8009’40" W 77.00’ S 8009’40" W 77.00’ S 0 9 4 4’2 7" E 16.4 7’ N 0 9 5 9’4 6" W 16.2 9’ N 0 9 5 7’0 2" W 16.2 6’ N 0 9 3 9’2 7" W 6.3 1’ N 0 9 3 9’2 7" W 16.4 8’ & S O N I N C J. T. H O B B Y N 4 5 5 7 ’18 " E 2 8 0. 9 8 ’ N 2148’39" E 64.79’ N 4 9 3 2 ’4 0 " W 116 .2 2 ’ N 4 5 2 7 ’5 9 " E EIP EIP EIP EIPEIP EIP EIP EIP EIP EIP R/ W M O N E X IS T IN G R / W EXISTING R/W E XIS TI N G R/ W E X IS T IN G R / W E A S E ME N T N C D O T P R O J E C T # 8 .14 7 5 4 0 1 EASEMENT NCDOT PROJECT# 8.1475401 EASEMENT NCDOT PROJECT# 8.1475401 8.14 7 5 4 0 1 N C D O T P R OJ # E A S E M E N T I440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST C U R B GUARDRAIL G U A R D R A IL G U A R D R A IL B L - 4 3 B L - 4 2 I N V = 3 8 6 . 0 7 ’ 10" CMPIN V = 4 18 . 7 6 ’ L O C A T E P I P E U N A B L E T O 24" CM P TOP=400.11’ T O P = 4 0 7 .0 3 ’ T O P = 4 13 . 7 1’ 15" RCP T O P = 4 12 .0 0 ’ 18" RCP 18 " R C P OF BOX=397.46’ INV TO CENTER IN V = 4 0 6 .0 1’ O F B O X = 4 0 4 .3 2 ’ IN V T O C E N T E R IN V O U T = 4 0 6 . 7 9 ’ D I IN V IN = 4 0 8 .7 5 ’ IN V O U T = 4 0 9 .5 0 ’ D I IN V O U T = 4 10 . 6 2 ’ D I T O P = 4 19 . 6 6 ’ IN V O U T = 4 15 . 6 3 ’ D I IN V = 4 0 3 .2 6 ’ T O P = 4 10 . 3 4 ’ IN V IN = 4 0 7 . 0 3 ’ I N V = 3 8 8 . 7 5 ’ D I 36" CMP 42" CMP 36" CMP IN V = 3 5 6 .2 6 ’ TOP 3 6 0 . 9 HWINV= 3 5 5 .9 7 ’ IN V = 3 6 4 .9 8 ’ INV=374.73’ 15" CMP IN V = 3 8 6 .4 9 ’ FFC F F C C C F F C CF N AD 83/ N SRS 2007 116+00 END ASPHALT SBG (TYP.)12" D R A I N G R A D E T O D R A I N G R A D E T O 2-B (TYP.)SEE DETAIL SHEET FUNNEL DRAIN FUNNEL AND S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H (TYPICAL)EST 5 SY GEO EST 1 TON CLASS ’B’ RIP RAP T O B L I N D J B C O N V E R T E X . D I M ATCHLINE SHEET 11 -L1- STA. 114+50.00 M ATCHLIN E SHEET 13 -L1- STA. 127+50.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 2 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:20I5338_Rdy_psh_12.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -RP4B- CU R V E D A T A -L1- CURVE DATAPI Sta 115+66.75DL = 2,083.66’T = 1,053.47’R = 5,729.58’PI Sta 10+42.77DL = 85.54’T = 42.77’R = 5,682.58’ P I s S t a 1 2 + 1 0 . 1 9 FFL s = 2 0 4 . 0 0 ’ L T = 1 2 4 . 6 5 ’ S T = 7 9 . 5 3 ’ PIs Sta 127+03.62FFLs = 240.00’LT = 133.34’ST = 106.68’V = 73 MPHV = 75 MPHSE = 04SE = 04 G R A U 3 5 0 T L - 3 EXIST. EOT EXIST. EOT STA. 116+00.00 (89.00’ LT)RETAINING WALL RWL2 END TEMPORARY 84’84’ STA. 1 1 7 + 5 0 . 0 0 ( 8 9 . 0 0 ’ R T ) RETA I N I N G W A L L R W R 2 END T E M P O R A R Y STA. 114+00.00 (89.00’ RT)RETAINING WALL RWR2 BEGIN TEMPORARY -Y3 - LAKE DAM RD -Y3 - LAKE DAM RD -L1- - L 1- - Y 3 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 3 - P O T S t a . 1 5 + 0 1 . 2 0 - L 1 - C S S t a . 1 2 5 + 9 6 . 9 5 - R P 4 B - - R P 4 C - - R P 4 C - S T S t a . 1 0 + 0 0 . 0 0 ( 4 7 . 0 0 ’ R T ) - L 1 - P O T S t a . 1 2 5 + 9 6 . 9 5 = - R P 4 B - P C S t a . 1 0 + 0 0 . 0 0 ( 4 7 . 0 0 ’ L T ) - L 1 - P O T S t a . 1 2 5 + 1 0 . 7 0 = S t a . 1 0 + 5 2 . 5 9 - R P 4 C - T S 125+00 120+00 115+00 - Y 3 - P O T S t a . 1 2 + 9 5 . 4 2 - L 1 - P O S S t a . 1 2 6 + 1 5 . 3 7 = - R P 4 B - C S S t a . 1 0 + 8 5 . 5 4 1201 1 2 0 2 1 2 0 3 15" RC P-III T B 2 G I H H H H M E T E R P O W E R DB 2017 PG 249CITY OF RA L E I G H BM 1984 P G 8 4 8 DB 3405 P G 3 5 6 M B R E MI N G T O N P L A C E L L C D B 1 1 7 8 5 P G 2 3 8 4 BM 2004 PG 32DB 12726 PG 542CHAD RAY LOTZBM 2004 PG 32DB 11649 PG 2651BM 2004 PG 32DB 11659 PG 450BM 2004 PG 32DB 13274 PG 1270 KATIE L MCMAHONROBERT W COOPERAARON L ARMSTRONG U N I T E D S T A T E S P O S T A L S E R V I C E D B 8 1 6 3 P G 7 4 N 8 9 5 6 ’ 2 6 " E 5 0 5. 9 6 ’ S 4 5 5 2’ 4 2" W 3 3 8. 5 3’ N 8258’55" E82.57’S 8258’55" W77.25’S 8258’55" W75.30’S 8258’55" W75.20’S 8258’55" W76.93’S 8258’55" W81.98’21.01’16.33’S 0700’04" E 16.33’16.33’21.00’& SON INCJ.T. HOBBY N 4932’40" WN 45 27’59" E126.14’ N 1725’51" W 142.07’ N 06 35’03" E 137.97’ EIPEIP EIP E I P E I P E I P E I P R/W MON R/ W M O N R/ W M O N R/ W M O N E X IS T IN G R / W EX IST ING R /W EX IST ING R /W EX IST ING R /W E X IS T IN G R / W EXISTING R/W LAKE DAM ROAD LAKE DAM ROAD 2 0 ’ SAN ITARY EASEMENT BM 199 7 PG 16 53 8.1475401NCDOT PROJ#EASEMENT I 4 4 0 V A R I B L E WI D T H B S T I 4 4 0 V A R I B L E WI D T H B S T CURBGUARDRAILGUARDRAILGUARDRAILBL-5 B L - 6 B L - 4 1 B L - 4 0 T O P = 4 3 9 . 10 ’ 15 " RCP T O P = 4 3 9 . 2 5 ’ 15" R C P T O P = 4 4 0 . 6 3 ’ T O P = 4 3 7 . 6 9 ’ 18 " R C P 18 " R C P T O P = 4 3 2 . 4 0 ’ 18" RCP 2 4 " R C P T O P = 4 2 7 . 0 3 ’ 24" RCPT O P = 4 3 0 . 11’ 15" RCP T O P = 4 3 7 . 4 1’ IN V O U T = 4 2 1. 9 4 ’ IN V IN = 4 2 2 . 5 3 ’ D I IN V O U T = 4 2 6 . 2 1’ IN V IN = 4 2 6 . 6 1’ D I IN V IN = 4 2 9 . 4 5 ’ IN V O U T = 4 2 9 . 2 0 ’ D I IN V O U T = 4 3 2 . 3 8 ’ IN V I N = 4 3 2 . 3 9 ’ D I D I I N V I N = 4 3 4 . 0 4 ’ I N V O U T = 4 3 4 . 0 0 ’ I N V I N = 4 3 4 . 0 2 ’ I N V O U T = 4 3 4 . 0 0 ’ D I I N V O U T = 4 3 4 . 7 8 ’ D I IN V = 4 2 1.3 9 ’ D I IN V O U T = 4 3 3 . 4 1’ ( W) IN V IN = 4 3 5 . 7 8 ’ ( S ) IN V IN = 4 3 3 . 4 3 ’ ( N ) DI TOP=465 .56’ INV OUT=462 .16’ 15" CMP H H H H M E T E R P O W E R INV=398.74’CCF F C F F C C C F F C N AD 83/ N SRS 2007 S E E S H E E T 2 - D F O R L O C A T I O N S 2 6 - 6 " D I A . D E C K D R A I N S R E Q U I R E D M ATCHLIN E SHEET 14 -L1- STA. 155+50.00 MATCHLINE SHEET 12 -L1- STA. 127+50.00 F O R - R P 4 D - P R O F I L E , S E E S H E E T N O . 9 3 C H E C K E D B Y : D A T E : P L A N S 0 H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . PR O J E C T R E F E R E N C E N O . IN C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N DO N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 1 3 6/2/9926-NOV-2013 16:20I5338_Rdy_psh_13.dgn$$$$USERNAME$$$$ D E S I G N E D B Y : T I P N O . : G R A P H I C S C A L E C O U N T Y : L O C A T I O N : I - 5 3 3 8 / I - 5 3 1 1 5 0 2 5 5 0 1 0 0 -RP4B- CURVE DATAPI Sta 15+82.23DL = 573.21’T = 292.69’R = 1,150.00’PIs Sta 19+30.80FLs = 204.00’LT = 136.06’ST = 68.05’PIs Sta 25+05.79FLs = 240.00’LT = 160.34’ST = 80.31’PI Sta 26+73.54DL = 174.91’T = 88.08’R = 600.00’V = 59 MPHV = 45 MPHSE = 08SE = 08-RP4C- CURVE DATAPIs Sta 11+85.96FLs = 200.00’LT = 133.37’ST = 66.70’PI Sta 14+27.86DL = 348.79’T = 175.27’R = 1,430.00’PIs Sta 16+68.08FLs = 200.00’LT = 133.37’ST = 66.70’PIs Sta 20+79.10FLs = 200.00’LT = 133.38’ST = 66.71’PI Sta 23+34.23DL = 373.98’T = 188.52’R = 1,200.00’V = 64 MPHV = 44 MPHSE = 08SE = 06 - L 1 - C U R V E D A T A P I S t a 1 5 0 + 3 1 . 1 9 DL = 4 , 3 3 6 . 0 0 ’ T = 2 , 1 9 4 . 2 5 ’ R = 1 1 , 4 5 9 . 1 6 ’ V = 7 2 M P H S E = 0 2 - R P 4 D - C U R V E D A T A V = 5 0 M P H V = 4 0 M P H P I S t a 1 6 + 5 8 . 6 9 DL = 4 3 4 . 5 4 ’ T = 2 1 8 . 6 9 ’ R = 1 , 5 6 0 . 0 0 ’ P I s S t a 1 9 + 5 4 . 5 9 FL s = 2 4 0 . 0 0 ’ L T = 1 6 0 . 0 5 ’ S T = 8 0 . 0 5 ’ P I s S t a 2 2 + 7 4 . 6 7 FL s = 2 4 0 . 0 0 ’ L T = 1 6 0 . 1 3 ’ S T = 8 0 . 1 2 ’ P I S t a 2 5 + 6 0 . 3 8 DL = 4 0 5 . 6 0 ’ T = 2 0 5 . 8 4 ’ R = 9 6 5 . 0 0 ’ S E = 0 6 S E = 0 6 - R P 4 A - C U R V E D A T A P I S t a 1 5 + 2 1 . 5 4 DL = 5 0 1 . 4 4 ’ T = 2 5 6 . 6 4 ’ R = 9 5 5 . 0 0 ’ P I s S t a 1 8 + 3 3 . 0 7 FL s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 1 ’ S T = 6 6 . 7 4 ’ P I s S t a 2 0 + 9 9 . 7 3 FL s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 9 ’ S T = 6 6 . 7 2 ’ P I S t a 2 3 + 8 4 . 4 9 DL = 4 3 0 . 7 2 ’ T = 2 1 8 . 1 5 ’ R = 1 , 1 0 0 . 0 0 ’ V = 5 5 M P H V = 4 2 M P H S E = 0 6 S E = 0 8 GRAU 350 TL-3CAT-1 GRAU 350 TL-3 CAT-1 T Y P E B - 7 7 T Y P E B - 7 7 T Y P E B - 7 7 T Y P E B - 7 7 C A T- 1 G RAU 3 5 0 TL- 3 EXIST. EOTEXIST. EOT 84’84’ 84’ 88.2’ 84’ 78.6’ 87.7’ 84’ 84’ 86.4’ 79.7’ 80’ +06.24 + 4 4 .4 3 +71.76 +37.37 +12.05 +61.21 STA. 128+08.97 END TEMP. WIDENING 84’ S T A . 1 4 1 + 4 0 . 9 4 E N D T E M P . W I D E N I N G S T A . 1 4 1 + 1 9 . 9 3 E N D T E M P . W I D E N I N G S T A . 1 4 3 + 7 5 . 4 4 B E G I N T E M P . W I D E N I N G S T A . 1 4 3 + 4 3 . 7 9 B E G I N T E M P . W I D E N I N G S T A . 1 5 4 + 3 6 . 2 7 E N D T E M P . W I D E N I N G STA. 129+66.81 BEGIN TEMP. WIDENINGSTA. 130+13.22 END TEMP. WIDENING STA. 130+13.40 BEGIN TEMP. WIDENING TYPE B- 7 7 - R P 4 D- -Y4- GORMAN ST -L1--RP4C--RP4C- SC Sta. 12+52.59 -RP4C- CS Sta. 16+01.39-RP4C- ST Sta. 18+01.39-RP4C- TS S t a . 1 9 + 4 5 . 7 1 - R P 4 C - S C S t a . 2 1 + 4 5 . 7 1 - R P 4 C - P T S t a . 2 5 + 1 9 . 7 0 - L 1- -R P 4 A- - R P 4 A - C S S t a . 1 7 + 6 6 . 3 3 - R P 4 A - S C S t a . 2 1 + 6 6 . 3 3 - R P 4 A - P T S t a . 2 5 + 9 7 . 0 5 - Y 4 - P O T S t a . 1 0 + 0 0 . 0 0 - R P 4 A - S R S S t a . 1 9 + 6 6 . 3 3 - R P 4 B - P T S t a . 2 7 + 6 0 . 3 6 - R P 4 B - S C S t a . 2 5 + 8 5 . 4 6 - R P 4 B - T S S t a . 2 3 + 4 5 . 4 6 -RP4B--L1- SC Sta. 128+36.95 -RP4B- SC Sta. 12+89.54 - L R T 2 - P O T S t a . 1 4 0 + 0 0 . 0 0 ( 2 3 . 0 0 ’ R T ) - L 1 - S t a . P O T 1 4 0 + 0 0 . 0 0 = - L R T 2 - P O T S t a . 1 4 1 + 0 0 . 2 1 ( 2 4 . 0 0 ’ R T ) - L 1 - P O T S t a . 1 4 1 + 0 0 . 0 0 = - L L T 2 - P O T S t a . 1 4 0 + 0 0 . 0 0 ( 2 3 . 0 0 ’ L T ) - L 1 - S t a . P O T 1 4 0 + 0 0 . 0 0 = - L L T 2 - P O T S t a . 1 4 1 + 0 0 . 2 1 ( 2 4 . 0 0 ’ L T ) - L 1 - P O T S t a . 1 4 1 + 0 0 . 0 0 = - L L T 3 - P O T S t a . 1 4 4 + 0 0 . 0 0 ( 2 4 . 0 0 ’ L T ) - L 1 - S t a . P O T 1 4 4 + 0 0 . 0 0 = - L L T 3 - P O T S t a . 1 4 4 + 9 9 . 8 0 ( 2 3 . 0 0 ’ L T ) - L 1 - S t a . P O T 1 4 5 + 0 0 . 0 0 = T Y P E B - 7 7 - L R T 3 - P O T S t a . 1 4 4 + 0 0 . 0 0 ( 2 4 . 0 0 ’ R T ) - L 1 - S t a . P O T 1 4 4 + 0 0 . 0 0 = - L R T 3 - P O T S t a . 1 4 5 + 0 0 . 2 1 ( 2 3 . 0 0 ’ R T ) - L 1 - P O T S t a . 1 4 5 + 0 0 . 0 0 = - R P 4 A - P O T S t a . 2 7 + 1 1 . 1 2 ( 0 . 0 0 ’ ) - Y 4 - P O T S t a . 1 1 + 3 4 . 0 0 = - R P 4 C - P O T S t a . 2 6 + 8 9 . 7 0 ( 0 . 0 0 ’ ) - Y 4 - P O T S t a . 2 2 + 8 8 . 0 0 = - R P 4 D - P O T S t a . 2 9 + 0 4 . 9 9 ( 0 . 0 0 ’ ) - Y 4 - P O T S t a . 2 2 + 9 4 . 5 0 = - R P 4 B - P O T S t a . 2 9 + 4 3 . 4 3 ( 0 . 0 0 ’ ) - Y 4 - P O T S t a . 1 1 + 3 0 . 0 0 = - R P 4 D - P T S t a . 2 7 + 6 0 . 1 5 - R P 4 D - S C S t a . 2 3 + 5 4 . 5 4 - R P 4 D - S R S S t a . 2 1 + 1 4 . 5 4 - R P 4 D - C S S t a . 1 8 + 7 4 . 5 4 - R P 4 D - S C S t a . 1 4 + 4 0 . 0 0 155+00 15+00 20 +00 25+00 140+00 145+00 150+00 25+00 20+00130+00 15+00 25+00 20+00 135+00 B AD C -RP4B- ST Sta. 20+66.75-RP4B- CS Sta. 18+62.7515+00 25+00 20+00 - LLT 2 - - LR T 2 - - L R T 3 - - L L T 3 - 15+00 - Y 4 - P O T S t a . 1 9 + 2 8 . 8 2 - L 1 - P O C S t a . 1 4 2 + 4 7 . 9 5 = HH H H HH HH HH HH HH HH HH HH M E T E R PO W E R C A B N E T P O W E R M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R FO M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R FO S HH EOI 12" PVC 12" PVC UNDER CONSTRUCTION 4020 TRYON LLCBM 1997 PG 1653 DB 14155 PG 698BM 2006 PG 1133 DB 13185 PG 1612 TRYON ROAD INVESTORS LLC38 0 0 T R Y O N L L C B M 1 9 7 9 P G 5 7 D B 1 4 3 1 7 P G 1 3 1 5 G&I VI WALNUT CREEK LPBM 1994 PG 1134 BM 1985 PG 775 DB 12992 PG 496 T R Y O N R O A D H O L D I N G S L L C B M 2 0 0 1 P G 5 0 2 D B 1 3 2 7 5 P G 7 6 1 N D H L L C D B 8 5 8 4 P G 1 2 4 6 B M 1 9 9 1 P G 8 6 3 D B 1 1 9 6 1 P G 7 5 4 N D H L L C B M 1 9 9 9 P G 1 2 4 D B 1 2 5 3 4 P G 8 0 7 C A M P U S E D G E R A L E I G H J V L L C S 28 35’49" W295.56’N 6124’11" W 199.50’ N 1052’20" W 125.49’ N 5154’45" W 31.86’N 07 44’14" E N 04 00’36" E 72.71’ S 7 7 5 2’2 8" E 2 0 8 .0 0 ’ S 0117’37" E 391.28’S 28 21’02" W319.63’ S 75 0 6 ’0 7" E 2 8 3.3 7 ’ EIPEIP E I P E I P EI P E I P E I P E I P E I P E I P E I P E I P E I P R/W MON R / W M O N R / W M O N R / W M O N R / W M O N R/W MON R/W MON EXISTING R/W EXIST ING R/W E XIS TI N G R/ W E XIS TING R/W EXISTING R/W EXIS TING R/W E XI S T I N G R/ W EXISTING R/W EXISTING R/W EXISTING R/W20’ SANITARY EASEMENT BM 1997 PG 165320’ SANITARY EASEMENT BM 2006 PG 1133 MONOL IT HIC ISLAND VARIBLE WIDTH CONC GORMAN ST RAMP V A RIB LE WI D T H C O N C G O R M A N S T R A MP VARIBLE WIDTH CONC GORMAN ST RAMP VARIB LE WID T H C O N C GOR M A N S T R A MP IS LAND MO NOLIT HIC GUAR DR A IL GUA R DRAIL G U A RDRAIL G U A R D R AIL GUAR DR AIL G U A R D R A I L G U A R D R A I L G U A R DR A IL GUARDRAIL BL-7BL-8 B L - 5 9 B L - 5 8 B L -57 B L - 5 6 B L - 9 B L - 10 BRIDGE B R IDGE 15 " R C P 8" CM P INV=405.55’LO CA TE PIPE UNABLE TO IN V = 3 7 8 . 3 7 ’ 18" R C P 1 8 " R C P T OP =38 6 .2 4 ’ 18 " R CP T O P = 3 9 0 . 8 8 ’ T O P = 3 8 6 . 5 9 ’ 15" RCP L O C A T E P I P E U N A B L E T O 18" RCP TOP=398.19’ 2 4 " R C P TOP=400.72’ 2 4 " RCP INV=382.93’ 2 4 " R C P TOP=397.36’ T O P = 3 8 9 . 1 8 ’ T O P = 4 3 2 . 2 8 ’ T OP =4 3 6 .2 4 ’ 15 " R CP 1 5 " C M P T O P = 4 3 3 . 1 4 ’ IN V = 4 1 0 . 9 6 ’ T O P = 3 9 8 . 7 7 ’ 15" RCPT O P = 4 2 0 . 8 7 ’ 18 " R C P 18" RCP TOP=428.95’ 15" CMPINV=407.03’TOP=440.21’15" RCP TOP=440.82’ 18" CMP 15" RCP 15" RCP 18" RCPTOP=435.42’TOP=432.84’INV=426.53’INV OUT=434.78’INV OUT=437.41’DI INV IN=437.08’INV OUT=436.42’DI INV IN=432.62’INV OUT=432.40’DIINV IN=429.98’INV OUT=429.96’DI IN V O U T = 3 8 6 . 0 8 ’ D I I N V = 3 6 4.0 2’ IN V O U T = 3 8 2 . 7 7 ’ IN V I N = 3 8 2 . 8 5 ’ D I IN V I N = 3 8 0 . 6 8 ’ IN V O U T = 3 8 0 . 6 2 ’ D I INV OUT =37 9.6 4 ’ INV IN=3 8 0 .0 4 ’ D I INV IN=394.59’INV OUT=394.17’ INV IN=394.82’ INV IN=392.65’ INV OUT=392.44’ DI DI INV IN=395.31’ INV OUT=394.91’ DI IN V O U T = 4 2 9 . 1 8 ’ I N V I N = 4 3 0 . 3 4 ’ D I IN V O U T = 4 3 3 .5 6 ’ D I I N V O U T = 4 1 4 . 4 7 ’ IN V I N = 4 1 4 . 7 4 ’ INV IN=419.40’INV OUT=418.90’ INV OUT =4 15 .7 4 ’ D I D I DI T OP =4 18 .5 4 ’ I N V = 3 8 2 . 1 8 ’ IN V O U T = 3 9 5 . 5 6 ’ D I I N V = 3 8 8. 6 5 ’ IN V IN = 4 0 9 . 3 3 ’ D I IN V O U T = 4 2 8 . 4 8 ’ D I D I T OP = 4 19 . 19 ’ IN V O U T = 4 16 . 3 5 ’ INV=404.43’ DITOP=410.17’ INV IN=406.16’ INV OUT=405.97’ TOP=410.68’ DI INV IN=407.25’ INV OUT=406.85’ DI TOP=410.26’INV OUT=407.83’ 15 " RCP 15 " RCP 15" RCP (NOT LOCATED) U/G JUNCTION BOX POSSIBLE HH H H HH HH HH HH HH HH HH HH M E T E R PO W E R C A B N E T P O W E R M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R FO M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R FO S HH EOI 12" PVC 12" PVC UNDER CONSTRUCTION 24" RCP 42" RCP 18 " RC P 30" CM P 54" CM P I N V = 3 4 4 . 6 9 ’ 36 " CM P 36" CMP 36" CMP P A V E D D IT C H (C O V E R E D ) P A V E D D IT C H IN V = 4 1 6 . 2 1 ’ ( 1 5 " O U T ) T O P = 4 1 8 . 8 2 ’ D I 15" CMP 15" RCP T O P = 4 3 1 . 0 5 ’ D I IN V O U T = 4 2 6 . 7 6 ’ IN V I N = 4 2 7 . 0 0 ’ T O P = 4 13 . 0 4 ’ IN V O U T = 4 0 8 . 9 4 ’ I N V = 4 0 6 . 2 5 ’ T O P = 4 0 8 . 7 9 ’ D I 15 " C M P 24" RCPIN V = 3 9 9 . 7 2 ’ 24" R C P 15" C M P (P O S SI B L E B LI N D J B) PIP E C O N N E C TIVIT Y U N K N O W N ( P O S S IB L E B L IN D J B ) P IP E C O N NE C T IV IT Y U NK N O WN ( P OS S IB L E B L IN D J B ) P IP E C O N NE C T IV IT Y U NKN O WN PIPE CONNECTIVITY UNKNOWN FFF F F F F F F F F NAD 83/ NSRS 2007 G R A D E T O D R A I N G R A D E T O D R A I N S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L B S P E C I A L L A T E R A L V D I T C H T O B L I N D J B C O N V E R T E X . D I M ATCHLINE SHEET 13 -L1- STA. 155+50.00 M ATCHLIN E SHEET 15 -L1- STA. 169+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 4 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_14.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -RP4A- CURVE DATA-RP4D- CURVE DATAPI Sta 10+12.45DL = 24.90’T = 12.45’R = 11,412.16’PIs Sta 11+78.89FFLs = 240.00’LT = 153.99’ST = 86.33’ST = 80.05’PIs Sta 13+60.05FLs = 240.00’LT = 160.05’V = 73 MPHSE = 02 GRAU 350 TL-3 C AT- 1 E X I S T . E O T E X I S T . E O T EXIST. EOT 84’ 97.8’ 93’ 93’ +01.15 +57.23 84’+53.72 84’S T A . 1 5 8 + 6 8 . 7 2 B E G I N T E M P . W I D E N I N G STA. 155+66.58 END TEMP. WIDENINGSTA. 157+36.07 BEGIN TEMP. WIDENING -RP4A- -Y 5 - T R A ILW O O D S D R -L1- - Y 5 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 5 - P O T S t a . 1 5 + 3 8 . 6 5 - R P 4 A - C S S t a . 1 0 + 2 4 . 9 0 -RP4A- SC Sta. 12+64.90 - L 1- -RP4D- POT Sta. 10+00.00 (47.00’ R T ) -L1- POC Sta. 159+50.00 = - R P 4 A - P C S t a . 1 0 + 0 0 . 0 0 ( 4 7 . 0 0 ’ L T ) - L 1 - P O C S t a . 1 5 9 + 6 0 . 1 2 = -RP4D--RP4D- TS Sta. 12+00.00 165+00 160+00 - Y 5 - P O T S t a . 1 2 + 7 8 . 1 5 - L 1 - P O C S t a . 1 6 1 + 8 4 . 0 3 = 1 4 0 1 1 4 0 2 1 5 " R C P - I I I 1 4 0 3 T B 2 G I T B 2 G I MA R KE R WA T E R MA R KE R WA T E R 12" UNKNOWN MARY LANGSTONBM 1987 PG 1262 (BACK) DB 4084 PG 8 4 4 R O B IN E P IP KIN D B 114 7 9 P G 1111 G R A D Y L A N G S T O N D B 19 5 7 P G 5 9 0 CENTENNIAL CONDOMINIUMS UNIVERSITY WOODS ATBM 2001 PG 2107 DB 9507 PG 2330 S T A T E O F N O R T H C A R O L IN A D B 10 5 2 2 P G 8 4 2 S 0 4 5 8 ’2 2 " W5 2 . 0 0 ’ S 8 5 0 1’3 8 " E 4 1.7 9 ’ N 2228’22" E344.72’ S 5710’30" E145.00’S 2134’31" W 54.0 7’ S 2 13 4’31" W 188.94’ S 8 6 15 ’17 " E 16 3 .3 0 ’ EIP R/W MON R /W MON R / W MO N R / W MO N R/W MON EXISTING R/W EXISTING R/W E XISTIN G R/ W E X IS T ING R /W EX IS T ING R /W E X IS T IN G R/ W EXISTING R/W TR A ILWOOD S D R IV E T RA ILW OOD S DR IV E PROJECT# 8.1475401 EASE MENT NCDOT I4 4 0 VAR IB LE WID T H B S T I4 4 0 VAR IB LE WID T H B S T 15" RCP 15" RCP 3 0 " R C P 15" RCP 15 " R C P T O P = 4 0 4 .9 2 ’ 18" RCP 2 4 " R C P 18 " R C P 18" R C P 15" RCPINV OUT=405.82’TOP=408.82’DI TOP=405.60’INV IN=403.81’INV OUT=403.02’DI T O P = 4 0 3 .11’ IN V IN = 4 0 0 .8 1’ IN V IN = 3 9 9 .3 4 ’ IN V O U T = 3 9 8 .4 1’ D I IN V O U T = 4 0 1.6 2 ’ IN V IN = 4 0 2 .4 1’ D I T O P = 4 0 6 .4 4 ’ IN V IN = 4 0 3 .3 4 ’ IN V O U T = 4 0 3 .2 9 ’ D I T O P = 4 2 6 .5 6 ’ IN V O U T = 4 2 3 .0 2 ’ D I T O P = 4 0 5 .0 1’ IN V IN = 4 0 0 .4 1’ IN V O U T = 4 0 1.0 4 ’ D I D I F U L L O F D E B R IS U N A B L E T O A C C E S S T O P = 3 9 4 .4 4 ’ IN V IN = 3 9 1.4 8 ’ IN V O U T = 3 9 0 .9 4 ’ D I D I T O P = 3 9 3 . 6 0 ’ IN V IN = 3 8 8 . 8 1’ IN V IN = 3 8 8 .6 0 ’ IN V O U T = 3 8 8 .2 6 ’ T O P = 3 9 5 .5 3 ’ MA R KE R WA T E R MA R KE R WA T E R 12" UNKNOWN FF F C C F F F C C NAD 83 / NSRS 2007 1 7 5 + 4 0 B E G I N A S P H A L T S B G 1 7 8 + 5 0 B E G I N A S P H A L T S B G 1 8 0 + 5 0 E N D A S P H A L T S B G 1 7 9 + 6 0 E N D A S P H A L T S B G ( T Y P . ) 1 2 " ( T Y P . ) 1 2 " 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D (T Y P I C A L ) E S T 5 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P E S T 5 S Y G E O ( T Y P I C A L ) E S T 1 T O N C L A S S ’ B ’ R I P R A P R I P A R I A N B U F F E R R U L E S N O T S U B J E C T T O M ATCHLIN E SHEET 14 -L1- STA. 169+00.00 M ATCHLIN E SHEET 16 -L1- STA. 183+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 5 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_15.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -L1- CURVE DATAPIs Sta 172+52.95FLs = 240.00’LT = 160.00’ST = 80.00’ G RA U 3 5 0 TL- 3 E X I S T . E O T E X I S T . E O T 8 2 . 0 0 ’ L T + 2 0 . 0 0 9 2 . 0 0 ’ L T + 0 0 . 0 0 S T A . 1 7 5 + 0 0 . 0 0 ( 8 9 . 0 0 ’ L T ) R E T A I N I N G W A L L R W L 3 B E G I N T E M P O R A R Y S T A . 1 8 0 + 0 0 . 0 0 ( 8 9 . 0 0 ’ L T ) R E T A I N I N G W A L L R W L 3 E N D T E M P O R A R Y 84’ 94’ -L1- - L 1 - -L1- CS Sta. 171+72.95 -L 1 - S T S t a . 1 7 4 + 1 2 . 9 5 180+00 175+00 170+00 1 5 0 1 1 5 0 2 1 5 0 3 1 5 0 5 1 5 0 7 1 5 0 8 1 5 0 9 1 5 0 4 1 5 0 6 1 5 1 0 RALEIGH LLC UNIVERSITY APARTMENTSBM 1996 PG 194 DB 14632 PG 1183 T A D D WA L T E R S B M 19 8 8 P G 13 5 5 D B 8 4 3 9 P G 2 6 2 3 B M 19 8 8 P G 13 5 5 D B 5 5 2 0 P G 6 4 3 B M 19 8 8 P G 13 5 5 D B 13 19 9 P G 10 3 5 B M 19 8 8 P G 13 5 5 D B 13 8 11 P G 8 6 4 H O L D IN G S L L C D R B R E A L E S T A T E B M 19 8 8 P G 13 5 5 D B 12 2 4 1 P G 5 3 9 P U R T A B R IE N N E S B M 19 8 8 P G 13 5 5 DB 13 7 14 P G 2 0 3 4 G O L D S T E P HE N S HIL L M IT Z IE R B M 19 8 8 P G 13 5 5 D B 7 0 5 6 P G 8 4 2 C O N D O M IN IU M A S S O C , IN C T R A IL WO O D HE IG H T S C O N D O M IN IU MS T R A IL WO O D H E IG HT S C F 19 9 9 P G 2 11- D 3 - D 9 D B 8 9 2 3 P G 2 14 9 C F 19 9 9 P G 2 11- B 7 - C 4 D B 12 9 16 P G 9 9 8 N 0 4 5 2 ’4 3 " E8 1. 0 0 ’ S 5109’57" E 145.43’S 5953’23" E113.27’ S 2815’50" W 125.39’ S 4716’11" E 85.50’ S 4331’58" W 114.05’ N 0 4 5 6 ’5 1 " E4 3 .19 ’ TO E IP 0 .2 1’ R /W R IC HA R D S O N T IM O T HY L G R P L L C R T P P R O P E R T Y S 3543’01" E 142.46’ S 2225’18" E 118.86’ S 0547’32" E 119.68’ S 14 4 3’ 3 9" W 14 8. 3 3’ S 4711’55" E 76.84’ TO EIP 0.17’ R/W TO EIP 0.16’ R/W T O EI P 0. 16’ R/ W TO EIP 0.30’ R/W S 8 5 10 ’4 8 " E 6 3 .6 8 ’ S 5441’09" E 127.01’ S 0 4 5 6 ’4 5 " W5 1. 18 ’ E IP E IP E IP E IP E IP R/W MON R / W MO N R / W MO N R/W MON E X I S T I N G R / W EXISTING R/W B M 1 9 8 8 P G 1 3 5 5 2 0 ’ S A N I T A R Y E A S E M E N T D E E P F OR E S T T R AIL 2 0 ’ S A N IT A R Y E A S E ME N T B M 19 9 6 P G 19 4 P R OJ E C T# 8.1475401 E A S E M E N T N C D O T P R O J E C T # 8 . 1 4 7 5 4 0 1 E A S E M E N T N C D O T C U R B C U R B G U A R D R A I L G U A R D R A I L G U A R D R A I L BL-54 B L - 5 5 BL-11 B L - 1 2 v IN V = 3 7 4 . 9 9 ’ 8" CMP 15" CMP 8" CM P INV = 3 8 1.14 ’ 8" CMP L O C A T E P IP E U N A B L E T O IN V = 3 7 7 . 8 4 ’ 18" RCP 30" RCPDI L O C A T E P IP E U N A B L E T O INV IN=383.53’TOP=386.96’INV OUT=383.19’DI I N V = 3 8 4 . 1 3 ’ 8" CMP IN V = 3 4 8 . 2 5 ’ D I T O P = 3 8 0 . 2 5 ’ IN V O U T = 3 7 7 . 7 5 ’ T O P = 3 7 2 . 3 6 ’ IN V O U T = 3 6 9 . 2 8 ’ D I L O C A T E P IP E U N A B L E T O TOP=389.99’INV IN=385.19’INV OUT=384.61’INV=380.35’INV=384.91’ I N V = 3 3 9 . 4 5 ’ 15" CMP IN V = 3 4 4 .0 2 ’ 42" CMP IN V = 3 6 4 .9 8 ’ 18" RCP INV=371.64’ F F F C C F NAD 83 / NSRS 2007 S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H SEE DETAIL B SPECIAL LATERAL V DITCH S E E D E T A I L B S P E C I A L L A T E R A L V D I T C H S E E D E T A I L B S P E C I A L L A T E R A L V D I T C H SEE D E T A I L E INSTA L L F A L S E S U M P S E E D E T A I L E I N S T A L L F A L S E S U M P TO BLIND TBJB CONVERT EX. DI R E M O V E SEE DETAIL A SPECIAL CUT DITCHMATCHLINE SHEET 15 -L1- STA. 183+00.00 M ATCHLIN E SHEET 17 -L1- STA. 197+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 6 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_16.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N CAT-1 C A T - 1 G RA U 3 5 0 TL- 3 E X I S T . E O T E X I S T . E O T 9 2 . 0 0 ’ L T + 0 0 . 0 0 92.00’ RT +00.0082.00’ RT +20.00 8 2 . 0 0 ’ R T + 8 0 . 0 0 9 2 . 0 0 ’ R T + 0 0 . 0 0 8 2 . 0 0 ’ L T + 8 0 . 0 0 84’94’ 84’ 84’ 94’-L1- - L 1 - 195+00 190+00 185+00TB 2GI T B 2 G I 1604 1605 1 6 0 6 1 6 0 7 15" RCP-III E X T E N D C O L L A R A N D 15" RCP-III CONDOMINIUMS TRAILWOOD HEIGHTSCF 1999 PG 211-D3-D9 DB 8923 PG 2149CONDOMINIUMSTRAILWOOD HEIGHTSCF 1999 PG 211-C5-D2 DB 8755 PG 1992CONDOMINIUMSTRAILWOOD HEIG HT S CF 1999 PG 211-E1- E 7 DB 9259 PG 272 8 N O R T H C A R O L IN A S T A T E O F B M 19 8 5 P G 2 2 9 4 D B 7 9 9 P G 8 2 N 8826’15" W148.64’N 8826’15" W203.30’N 8826 ’15 " W 173.86 ’ N 0134’07" E145.53’S 0126’19" W169.73’ S 0338’45" E 137.87’ S T A T E O F N O R T H C A R O L IN A D B 10 5 2 2 P G 8 4 2 R / W MO N E X I S T I N G R / W E X I S T I N G R / W I 4 4 0 V A R I B L E W I D T H B S T I 4 4 0 V A R I B L E W I D T H B S T GUARDRAILBL-13 B L - 5 3 B L - 1 4 B L - 5 2 2 4 " R C P 24" RCP 1 8 " R C P 15" RCP 18" CMP18" RCP TOP=363.78’TOP=364.90’INV OUT=36 0 . 6 8 ’ INV IN=363.7 8 ’ DIINV OUT=360.04’INV IN=359.32’DI D I T O P = 3 5 7 . 4 3 ’ IN V IN = 3 5 3 . 3 6 ’ IN V O U T = 3 5 2 . 7 6 ’ D I T O P = 3 5 0 . 5 6 ’ I N V I N = 3 4 6 . 1 6 ’ I N V O U T = 3 4 5 . 7 4 ’ D I T O P = 3 5 1 . 2 8 ’ I N V I N = 3 4 8 . 0 9 ’ IN V O U T = 3 4 7 . 5 3 ’ D I IN V = 3 4 4 . 19 ’ INV=367.66’ T O P = 3 5 7 . 2 8 ’ IN V O U T = 3 5 4 . 0 8 ’ 24" RCPINV=356.06’ F F F F F C C F F C C CCFF NAD 83 / NSRS 2007 198+00 BEGIN ASPHALT SBG 2 0 7 + 3 0 E N D A S P H A L T S B G FOR TEMPORARY DRAINAGE RETAIN EXIST STRUCTURE F O R T E M P O R A R Y D R A I N A G E R E T A I N E X I S T S T R U C T U R E F O R T E M P O R A R Y D R A I N A G E R E T A I N E X I S T S T R U C T U R E 2 0 1 + 0 0 E N D A S P H A L T S B G 2 0 5 + 0 0 B E G I N A S P H A L T S B G ( T Y P . ) 1 2 " ( T Y P . ) 1 2 " 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D 2-B (TYP.)SEE DETAIL SHEET FUNNEL DRAIN FUNNEL AND (T Y P I C A L ) E S T 5 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P ( T Y P I C A L ) E S T 5 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P M ATCHLIN E SHEET 16 -L1- STA. 197+00.00 M ATCHLIN E SHEET 18 -L1- STA. 211+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 7 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_17.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N E X I S T . E O T E X I S T . E O T 84’+06.5784’ 82’+72.85 -L1- - L 1 - 210+00 205+00 200+00170117021704 1 7 0 5 1 7 0 7 1 7 0 6 1703 1 7 0 8 1 7 0 9 1 7 1 0 1 7 1 1 1 7 1 2 1 7 1 3 S T A T E O F N O R T H C A R O L IN A D B 8 13 1 P G 2 7 14 S T A T E O F N O R T H C A R O L IN A D B 8 13 1 P G 2 7 14 LIMITED PARTNERSHIP ORCHARD POINTBM 1994 PG 1912 DB 6324 PG 263 B M 19 8 8 P G 10 9 3 D B 7 6 5 5 P G 6 4 3 B A IL E Y D A R L E N E D O R T HY K H A T IB K H A L E D A L I B M 19 8 8 P G 10 9 3 D B 114 9 2 P G 4 3 4 C A R L IS L E J A C K J B M 19 8 8 P G 10 9 3 D B 7 5 9 2 P G 5 6 9 B U E HR E R WA Y N E R B M 19 8 8 P G 10 9 3 D B 14 0 8 4 P G 15 2 1 MO HA ME D A D E L MO U S S A B M 19 8 8 P G 10 9 3 D B 14 5 6 7 P G 10 3 4 P IN T O G E O R G E J E F F R E Y B M 19 8 8 P G 10 9 3 D B 8 5 8 1 P G 15 19 P IN T O G E O R G E J E F F R E Y B M 19 8 8 P G 10 9 3 D B 8 5 8 1 P G 15 19 P IN T O G E O R G E J E F F R E Y B M 19 8 8 P G 10 9 3 D B 8 5 8 1 P G 15 19 P IN T O G E O R G E J E F F R E Y B M 19 8 8 P G 10 9 3 D B 8 5 8 1 P G 15 19 A M IR A S A J D IE H B M 19 8 8 P G 10 9 3 D B 13 4 8 7 P G 9 2 B M 19 8 8 P G 10 9 3 D B 1119 4 P G 2 19 A WA D F A D Y S A B E T B M 19 8 8 P G 10 9 3 D B 10 8 5 5 P G 17 8 2 C A MP E A U G E O R G E HA L E Y N 8 5 13 ’0 4 " E 12 7 .2 8 ’ S 3031’47" W193.88’ S 3848’37" W S 1530’14" E 103.55’ S 7336’36" E 138.26’ S 5 8 0 7 ’ 0 0 " W S 2731’37" E 146.54’ S 5203’37" E 178.30’ S 1823’36" E 142.29’ S 1446’31" E 143.35’ S 1052’14" E 148.81’ S 0 3 2 7 ’2 0 " W16 6 .9 5 ’ S 2 0 2 2’12" W 2 2 0.0 9’ S 1530’13" E 77.65’ S 3131’00" E 125.87’ S 1 7 2 8’ 3 1" W 15 3. 6 5’ S 0 13 7 ’12 " W 10 2 .10 ’ TO EIP 0.37’ R/W TO EIP 0.36’ R/W TO EIP 0.27’ R/W TO E IP 0 .3 7 ’ R /W T O EI P 0.3 6’ R/ W TO EIP 0.23’ R/W TO EIP 0.36’ R/W S 0126 ’38" E 352 .28’ TO R/W 5 .38’ MON N 75 39’23" W 746.58’ EIPEIP E IP E IP E IP E IP E IP E IP R/W MONR/W MON E X I S T I N G R / W 2 0 ’ S E WE R E A S E ME N T B M 198 3 P G 114 7 20’ SANITARY EASEMENT BM 1985 PG 2294 BM 1985 PG 2294 20’ SANITARY EASEMENT B M 19 8 5 P G 2 2 9 4 2 0 ’ S A N I T A R Y E A S E M E N T BM 1988 PG 1093 20’ SANITARY EASEMENT BM 1988 PG 1093 30’ SANITARY EASEMENT P R OJ E C T# 8.1475401 E A S E M E N T N C D O T PROJECT# 8.1475401 EASEM ENT NCDOT CURB C U R B G U A R D R A I L G U A R D R A I L G U A R D R A IL B L - 5 1 B L - 5 0 8" CMP IN V = 3 0 3 . 9 2 ’ 8" CM P IN V = 3 3 9 . 17 ’ 15" CMP 8" CMP LOCATE P I P E UNABLE T O L O C A T E P IP E U N A B L E T O INV=309.48’TOP=343.26’DI T O P = 3 3 6 . 8 1’ IN V O U T = 3 3 3 . 8 5 ’ D I IN V = 3 0 1.8 0 ’ L O C A T E P I P E U N A B L E T O 8" CMP IN V = 3 4 2 . 5 5 ’ IN V = 3 0 3 .19 ’ IN V = 3 3 6 . 7 7 ’ IN V = 3 3 4 . 2 3 ’ B O X C UL VERT 42" CMP IN V = 3 17 .7 4 ’ A/G SE WER M AIN T O P = 3 0 1.8 3 ’ S S MH 6 ’ X 8 ’ B O X C U L V E R T T O P H W = 3 0 2 . 8 4 I N V = 2 9 4 . 6 6 ’ S S MH T O P = 3 15 .4 5 SSMHTOP=315.14SSMHTOP=315.42 BURIED60" CMP(BURIED PIPE)UNKNOWN END 60" CMPINV=297.99’CL STREAM INV=298.27’TOP HW=306.45’A/G SEWER MAIN 15" CMP INV=319.01’INV=317.55’INV OUT=340.67’12" CMP F F NAD 83 / NSRS 2007 M ATCHLIN E SHEET 19 -L1- STA. 225+00.00 M ATCHLIN E SHEET 17 -L1- STA. 211+00.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 8 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_18.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N E X I S T . E O T E X I S T . E O T 82’84’ S T A . 2 2 2 + 9 3 . 5 5 E N D T E M P . W I D E N I N G 82’ -L1- - L 1 - 225+00 220+00 215+00 STATE OF NOR T H C A R O L IN A DB 8131 P G 2 7 14 BM 1984 PG 1089 DB 13189 PG 2257 OSAMA SHAIKHBM 1983 PG 1147 DB 13321 PG 2690 COSTIN JENNIFERSINGH GARCHA INDER MOHANBM 1983 PG 1147 DB 3357 PG 388LAMMTONY GLENNBM 1983 PG 1147 DB 13192 PG 2647 SLY RICHARD ABM 1983 PG 1147 DB 13911 PG 1375 B M 19 8 3 P G 114 7 D B 9 4 3 7 P G 17 2 7 M E D L E Y J O HN D N E WT O N J O HN N Y MA C K B M 19 8 3 P G 114 7 D B 4 5 5 3 P G 7 18 B M 19 8 3 P G 114 7 D B 4 10 6 P G 6 6 8 D A N W KIL C U P B U R K H A R T A A R O N T B M 19 8 3 P G 114 7 D B 13 8 6 2 P G 5 4 7 Y A N C E Y WIL L IE J B M 19 8 3 P G 114 7 D B 4 0 4 5 P G 2 7 L O N G J D A V ID B M 19 8 3 P G 114 8 D B 9 2 8 0 P G 2 15 2 P R IT C HA R D S HE R R I W B M 19 8 3 P G 114 8 D B 13 4 8 7 P G 9 2 WA L T E R S B R IA N C B M 19 8 3 P G 114 8 D B 115 6 1 P G 9 3 6 B M 19 8 3 P G 114 8 D B 112 3 7 P G 19 4 8 KE V IN P N E A L M IK E P S HU M A K E N 7241’06" W 426.00’ S 0130’01" W318.81’ TO R /W 0.82’ MO N N 7309’00" W 136.43’ S 8126’25" E165.81’S 3927’03" E 155.20’S 06 54’49" W135.67’N 4623’32" E164.25’S 0418’11" E 46.92’S 0418’11" E 242.38’S 0642’51" E S 2536’57" E 216.78’ S 0322’30" E 212.19’ N 3831’12" E S 2050’48" E 80.54’ S 2050’48" E 37.63’ TO EIP 0.48’ R/WTO EIP0.12’ R/WTO EIP 0.02’ R/W TO EIP 0.05’ R/W TO R/W 0.07’ EIP TO R/W 0.06’ EIP TO R/W 0.09’ EIP TO R/W 0.13’ EIP TO R/W 0.44’ EIP TO R/W 0 .18’ EIP EIPEIPEIP E IP E IP E IP E IP E IP E IP E IP E IP TO R/W 0.23’ EIP TO R/W 0.98’ EIP E IP R/W MO N R / W MO N E X IS T ING R / W 10 0 ’ C P & L E A S E M E N T B M 19 8 3 P G 5 4 7 10 0 ’ C P & L E A S E M E N T B M 19 8 3 P G 114 7 20’ SEWER EASEMENT BM 1983 PG 1147 20’ DRAINAGE EASEMENT BM 1983 PG 1147COURIER COURT 20’ DRAINAGE EASE MENT B M 1983 PG 1148 I440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST GUARDRAIL 3 6 " R C P 15" CM P 3 0 " R C P 18 " RCP 15" RCP 18" RCP 18" RCP L O C A T E P I P E U N A B L E T O 18" RCP 15" RCP 15" CM PTOP=324.29’INV OUT=319.62’DIINV IN=318.90’INV OUT=318.81’DITOP=325.50’INV IN=318.85’ IN V = 3 6 9 . 2 0 ’ 8 " H D P E T O P = 3 1 6 . 3 5 ’ I N V I N = 3 1 2 . 8 1 ’ I N V I N = 3 1 3 . 0 5 ’ I N V O U T = 3 1 2 . 7 5 ’ D I T O P = 3 1 7 . 7 6 ’ I N V O U T = 3 1 1 . 4 6 ’ I N V I N = 3 1 1 . 9 1 ’ I N V I N = 3 1 1 . 9 4 ’ D I D I I N V O U T = 3 1 2 . 4 8 ’ T O P = 3 1 6 . 2 9 ’ T O P = 3 10 . 2 7 ’ IN V O U T = 3 0 5 . 5 1’ T O P = 3 0 9 . 8 4 ’ I N V O U T = 3 0 3 . 7 4 ’ I N V I N = 3 0 4 . 0 0 ’ I N V I N = 3 0 4 . 0 4 ’ I N V I N = 3 0 3 . 8 0 ’ D I T O P = 3 0 8 . 3 7 ’ IN V O U T = 3 0 5 . 3 3 ’ D I L O C A T E P I P E U N A B L E T O TOP=324.20’INV OUT=318.99’ D I F F NAD 83 / NSRS 2007 M ATCHLIN E SHEET 18 -L1- STA. 225+00.00 M ATCHLIN E SHEET 20 -L1- STA. 238+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 9 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_19.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N ST = 70.06’PIs Sta 11+40.06FLs = 210.00’LT = 140.06’-RP6C- CURVE DATA - L 1 - C U R V E D A T A P I s S t a 2 3 6 + 8 2 . 3 2 FL s = 2 4 0 . 0 0 ’ L T = 1 6 0 . 0 0 ’ S T = 8 0 . 0 0 ’ PI Sta 13+76.42DL = 330.54’T = 166.42’R = 1,150.00’V = 59 MPHSE = 08 G RA U 3 5 0 TL- 3 G R A U 3 5 0 TL- 3 E X I S T . E O T E X I S T . E O T 84’+30.49 84’ S T A . 2 3 3 + 5 0 . 0 0 B E G I N T E M P . W I D E N I N G 82’ S T A . 2 3 1 + 9 0 . 0 3 E N D T E M P . W I D E N I N G -L1- - R P 6 C - S C S t a . 1 2 + 1 0 . 0 0 - R P 6 C - T S S t a . 1 0 + 0 0 . 0 0 ( 4 7 . 0 0 ’ R T ) - L 1 - P O T S t a . 2 3 2 + 1 0 . 0 0 = - R P 6 C - - R P 6 B - - L 1 - T S S t a . 2 3 5 + 2 2 . 3 2 - R P 6 B - P O T S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L 1 - P O T S t a . 2 3 5 + 2 2 . 3 2 = - L 1 - S C S t a . 2 3 7 + 6 2 . 3 2 - L 1 - - R P 6 C - C S S t a . 1 5 + 4 0 . 5 4 235+00 230+00 225+00 - R P 6 B - T S S t a . 1 1 + 8 0 . 0 0 1 5 + 0 0 AERIAL AERIAL AERIAL A E R IA L AERIAL AERIAL STATE OF NORTH CAROLINADB 10522 PG 842WILLIAM NEWSOMEBM 1983 PG 1051 DB 7536 PG 630BILLY G TART, JRBM 1983 PG 1051 DB 8156 PG 378 N O R T H C A R O L IN A S T A T E O F D B 4 8 12 P G 7 S 3933’22" E 217.90’S 1318’35" E S 7251’47" E 56.96’S 7251’47" E 93.55’EIP E IP R / W MO N E X IS T IN G R / W E X IS T IN G R / W G U A R D R A IL B L - 4 9 B L - 4 8 T O P = 2 8 2 .5 7 ’ 15" RCP 18" RCP T O P = 2 9 1. 4 3 ’ 3 6 " R C P 3 6 " R C P 3 6 " R C P T O P = 2 9 4 . 18 ’ 15" RCP 36 " R C P 18" RCP15" RCP DITOP=303.70’INV IN=297.99’INV OUT=297.71’DI8" HDPETOP=303.27’INV IN=299.97’INV IN=299.73’INV OUT=299.67’DILOCATE PIPEUNABLE TO D I T O P = 2 9 5 . 2 2 ’ I N V I N = 2 9 2 . 3 4 ’ I N V O U T = 2 9 2 . 2 7 ’ T O P = 2 9 7 . 0 1’ IN V IN = 2 9 1. 0 3 ’ IN V O U T = 2 9 0 . 9 6 ’ IN V IN = 2 9 1. 2 6 ’ D I IN V O U T = 2 8 7 . 19 ’ IN V IN = 2 8 7 . 9 0 ’ D I D I T O P = 2 8 9 . 5 4 ’ IN V IN = 2 8 1. 9 7 ’ IN V IN = 2 8 2 . 4 8 ’ IN V O U T = 2 8 1. 9 6 ’ IN V = 2 8 0 . 19 ’ IN V IN = 2 8 4 . 2 9 ’ IN V O U T = 2 8 3 . 7 5 ’ D I D I T O P = 2 8 8 .2 3 ’ IN V O U T = 2 8 5 .0 8 ’ IN V O U T = 2 8 0 .0 2 ’ D I AERIAL AERIAL AERIAL A E R IA L AERIAL AERIAL 72" C MP 15" C MP INV =2 7 8 .6 8 ’ IN V = 2 7 5 .5 1’ INV=299.35’TOP=302.57’15" RCPINV IN=298.00’INV IN=298.32’ (15") F F F F NAD 83 / NSRS 2007 G R A D E T O D R A I N S E E D E T A I L A S P E C I A L C U T D I T C H SE E D E T A I L D IN S T A L L F A L S E S U M P T O B L I N D J B C O N V E R T E X . D I SE E D E T A I L C S P E C I A L C U T B A S E D I T C H M ATCHLIN E SHEET 19 -L1- STA. 238+00.00 MATCHL INE SHEET 21 -L1 - STA . 266+ 00 .00 26-NOV-2013 16:21I5338_Rdy_psh_20.dgn$$$$USERNAME$$$$ 6/2/99 P L A N S 0 G R A P H I C S C A L E D E S I G N E D B Y : C H E C K E D B Y : T I P N O . : C O U N T Y : D A T E : L O C A T I O N : H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . PR O J E C T R E F E R E N C E N O . IN C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N DO N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 2 0 I - 5 3 3 8 / I - 5 3 1 1 5 0 2 5 5 0 1 0 0 - R P 6 A - C U R V E D A T A - R P 6 D - C U R V E D A T A P I S t a 1 4 + 3 6 . 7 7 DL = 8 0 6 . 1 2 ’ T = 4 0 5 . 1 1 ’ R = 3 , 2 7 5 . 0 0 ’ P I S t a 2 0 + 0 2 . 4 0 DL = 3 2 8 . 5 6 ’ T = 1 6 4 . 6 2 ’ R = 2 , 1 0 0 . 0 0 ’ - Y 6 - C U R V E D A T A - L 1 - C U R V E D A T A P I s S t a 1 9 + 3 9 . 9 7 FL s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 6 ’ S T = 6 6 . 6 9 ’ P I S t a 1 5 + 6 6 . 7 5 DL = 6 2 0 . 9 8 ’ T = 3 1 4 . 4 5 ’ R = 1 , 6 0 0 . 0 0 ’ P I s S t a 1 1 + 7 1 . 0 7 FFL s = 2 0 0 . 0 0 ’ L T = 1 1 8 . 7 7 ’ S T = 8 1 . 3 3 ’ V = 7 4 M P H V = 5 4 M P H V = 6 7 M P H P I S t a 2 5 8 + 7 6 . 3 8 DL = 4 , 0 5 2 . 1 1 ’ T = 2 , 1 1 4 . 0 6 ’ R = 5 , 7 5 7 . 0 0 ’ P I s S t a 1 4 + 3 3 . 4 0 FL s = 2 4 0 . 0 0 ’ L T = 1 6 0 . 0 2 ’ S T = 8 0 . 0 2 ’ P I S t a 1 7 + 6 7 . 0 4 DL = 5 0 5 . 4 4 ’ T = 2 5 3 . 6 6 ’ R = 2 , 4 0 0 . 0 0 ’ -RP6B- CURVE DATA - R P 6 C - C U R V E D A T A P I S t a 2 3 + 4 7 . 9 7 DL = 2 8 6 . 8 1 ’ T = 1 4 4 . 0 9 ’ R = 1 , 2 0 0 . 0 0 ’ P I s S t a 2 1 + 2 3 . 9 6 FL s = 2 4 0 . 0 0 ’ L T = 1 6 0 . 0 8 ’ S T = 8 0 . 0 8 ’ PIs S t a 1 6 + 1 0 . 6 0 FLs = 2 1 0 . 0 0 ’ LT = 1 4 0 . 0 6 ’ ST = 7 0 . 0 6 ’ V = 3 8 M P H V = 47 MPHV = 55 MPH PIs Sta 13+40.75FLs = 240.00’LT = 160.06’ST = 80.05’PI Sta 16+00.80DL = 358.45’T = 180.11’R = 1,480.00’PIs Sta 18+49.18FLs = 210.00’LT = 140.04’ST = 70.03’PIs Sta 21+49.43FLs = 240.00’LT = 160.29’ST = 80.26’PI Sta 24+54.25DL = 433.42’T = 225.11’R = 650.00’SE = 07SE = 08 S E = 0 5 S E = 0 4 S E = 0 5 S E = 0 8 C AT-1 G RAU 350 TL-3 G RAU 350 TL-3 C AT-1 E X I S T . E O T E X I S T . E O T 82’84’ 82’ 84’ STA. 239+42.41 BEGIN TEMP. WIDENING S T A . 2 5 9 + 7 3 . 8 8 E N D T E M P . W I D E N I N G S T A . 2 6 0 + 5 0 . 4 0 E N D T E M P . W I D E N I N G S T A . 2 6 2 + 3 7 . 1 9 E N D T E M P . W I D E N I N G S T A . 2 6 2 + 4 3 . 1 7 B E G I N T E M P . W I D E N I N G 82’ - Y6- LAK E W H E E LE R RD -L1--RP6C--RP6B--RP6C- ST Sta. 17+50.54-RP6C- SC Sta. 22+03.87 -RP6C- TS Sta. 19+63.87-RP6C - P T S t a . 2 4 + 9 0 . 6 9 - Y 6 - P O T S t a . 2 3 + 0 4 . 3 4 - Y 6 - P T S t a . 2 1 + 6 6 . 3 4 - Y 6 - P C C S t a . 1 8 + 3 7 . 7 8 - Y6- LAK E W H E E LE R RD - Y 6 - P C S t a . 1 0 + 3 1 . 6 6 - Y 6 - P O T S t a . 1 0 + 0 0 . 0 0 - R P 6 D - S T S t a . 2 0 + 7 3 . 2 8 - R P 6 D - C S S t a . 1 8 + 7 3 . 2 8 - R P 6 D - S C S t a . 1 2 + 5 2 . 3 0 - R P 6 D - - L1- - R P 6 A- - R P 6 B - P 0 T S t a . 2 9 + 9 5 . 7 1 ( 0 . 0 0 ’ ) - Y 6 - P O T S t a . 1 1 + 9 1 . 0 0 = - R P 6 A - P 0 T S t a . 2 3 + 3 8 . 0 5 ( 0 . 0 0 ’ ) - Y 6 - P O T S t a . 1 1 + 8 4 . 0 0 = - R P 6 C - P 0 T S t a . 2 7 + 3 5 . 2 7 ( 0 . 0 0 ’ ) - Y 6 - P O T S t a . 2 1 + 0 2 . 0 0 = - R P 6 D - P 0 T S t a . 2 7 + 4 8 . 2 6 ( 0 . 0 0 ’ ) - Y 6 - P O T S t a . 2 0 + 9 0 . 0 0 = 265+00 260+00 15+00 20+00 250+00 25+00 240+00 255+00 - R P 6 A - T S S t a . 1 2 + 7 3 . 3 8 - R P 6 A - S C S t a . 1 5 + 1 3 . 3 8 - R P 6 A - P T S t a . 2 0 + 1 8 . 8 2 245+00 A B C D -RP6B- SRS Sta. 19+88.7 1 -RP6B- CS Sta. 17+78.71 - R P 6 B - S C S t a . 2 2 + 2 8 . 7 1 - R P 6 B - P T S t a . 2 6 + 6 2 . 2 4 -RP6B- SC Sta. 14+20.0015+00 20+00 25+00 2 0 +0 0 15 + 0 0 25+00 20+00 2 0 0 2 2 0 0 5 2 0 0 6 1 8 " R C P - III T B 2 G I T B 2 G I T T HH HH HH HH HH H H M A R K E R W A T E R M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O EOI EOI E O I E OI E OI AERIAL AERIAL 12 " D I 12" DI 12" DI S T A T E O F N O R T H C A R O L I N A D B 1 0 5 2 2 P G 8 4 2 BM 2001 PG 1838 DB 13222 PG 1 HRA VILLAGE GREEN LLC GROUP LLC KIA INVESTMENTBM 1979 PG 445 DB 12955 PG 2400 G R O U P L L C KI A I N V E S T M E N T B M 1 9 7 7 P G 3 5 4 DB 1 2 9 5 5 P G 2 4 0 0 G R O U P L L C K I A I N V E S T M E N T B M 1 9 7 7 P G 3 5 4 D B 1 2 9 5 5 P G 2 4 0 0 S T A N L E Y E V E L Y N B B M 1 9 7 0 P G 3 4 ( B A C K ) D B 2 6 0 0 P G 3 2 7 A N D S A L E S C O M P A N Y E L E C T R I C A L R E A L T Y B M 1 9 8 4 P G 1 1 3 D B 3 3 4 1 P G 8 9 7 N O R T H C A R O L I N A S T A T E O F D B 8 7 6 2 P G 3 0 6 R K R E A L T Y L L C B M 1 9 8 4 P G 1 3 4 3 D B 8 6 3 7 P G 1 2 3 2 T H E E L E C T R I C C O M P A N Y B M 1 9 8 7 P G 6 1 5 D B 5 5 2 0 P G 5 1 S 4942’00" W6.26’S 4934’51" W81.21’S 4943’42" W312.53’N 7148’27" W554.99’N 7152’16" W N 7 1 5 5 ’0 7 " W N 6847’02" W 11.59’S 66 33’21" E 426.37’ S 66 35’47" E 64.08’ S 60 07’55" E 2.93’ S 60 26’16" E 140.25’ S 60 20’46" E 89.86’ S 60 26’08" E 7.43’ TO R/W 0.34’ EIP T O R /W 0.0 5’ EIP TO R/W 0.42’ EIP TO R/W 0.06’ EIP N 8 9 0 7 ’ 3 3 " E 3 8 0 . 7 4 ’ N 8 8 3 3 ’2 9 " E 2 4 1 . 3 2 ’ N 4519’20" E20.02’ S 4116’56" W 25.74’ S 4008’29" W 54.36’ S 07 28’29" W 224.49’ S 8 4 0 3 ’ 0 8 " W 18 8 . 8 2 ’ S 8 9 5 1 ’ 0 3 " E 2 6 3 . 9 2 ’ S 07 53’00" W 255.39’ S 0339’40" E 35.00’ S 0336’26" E 172.97’ S 5000’40" W 199.55’ N 4003’59" W 391.88’ EIP EIPEIPEIPEIPE I P E I P EIP E I P E I P E I P E I P E I P E I P E I P E I P S 1024’40" E 194.34’ E I P R/W MON R / W M O N R / W M O N R / W M O N R / W M O N R/W MON R/W MONEXISTING R/W EX ISTING R/W E XI S T I N G R/ W EXIS TING R/W EXIST ING R/W E XISTIN G R/ W EXISTING R/ W EXISTING R/ W EXISTING R/W LAKE WHEELER ROAD D I G G S D R I V E 20’ S ANITAR Y EASE ME NT B M 1984 P G 113 20 ’ SANITARY EAS EMENT BM 19 84 P G 113 P R OJECT# 8.1475401 E ASE ME NT NC D OT P ROJECT # 8.147 5 40 1 E AS EMENT NCDOT I440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST I440 VARIBLE WIDTH B S T I440 VARIB LE WIDTH B ST 2.5’ C &G 2 .5’ C&G 2 .5 ’ C &G M ONOLIT HIC IS L AND 2.5’ C&G 2 . 5 ’ C & G 2 . 5 ’ C & G 2.5’ C & G 2 .5 ’ C& G 23’ CONCLAKE WHEELER RD RAMP VARIB LE WID TH CONC LAKE WHEELER R D R A MP VARIBLE WIDTH CONC LAKE WHEELER RD RAMP CURB 2 3 ’ C O N C L A K E W H E E L E R R D R AMP GUARDRAIL GUARDRAIL G U A R DRA IL G U A R D R AI L GUARDRAIL GUA RDRAIL GUARDRAIL B L - 16 BL-15 BL-61 B L- 6 0 24" RCP 8" CMP INV=2 46 .84 ’ 24" RCP 15" RCP 18" RCP T O P = 2 6 1 . 7 8 ’ 18" RCP T O P = 2 6 7 . 8 8 ’ 18" RCP T O P = 2 6 7 . 7 0 ’ 18" R CP 30" RCP IN V = 2 8 1 . 5 5 ’ 24" RCP18" RCP INV OUT=285.96’LOCATE PIPEUNABLE TO LOCATE PIPEUNABLE TO LOCATE PIPEUNABLE TO8" CMP 8" CMPDITOP=278.63’TOP=278.77’INV IN=269.16’DITOP=276.24’INV OUT=269.84’INV IN=270.05’DIDITOP=280.70’INV IN=276.95’INV OUT=276.70’DIINV=316.42’15" CMP T O P =2 7 2 . 5 9 ’ IN V IN = 2 6 4 . 8 2 ’ IN V O U T = 2 6 2 . 6 8 ’ IN V I N = 2 6 2 . 6 9 ’ D I I N V I N = 2 6 3 . 2 6 ’ I N V O U T = 2 6 3 . 0 8 ’ D I T O P = 2 6 6 . 4 8 ’ IN V O U T = 2 6 3 . 9 3 ’ D I I N V I N = 2 5 7 . 7 4 ’ I N V O U T = 2 5 7 . 6 1 ’ D I T OP =2 6 3 .8 6 ’ INV OUT =2 6 1.0 4 ’ D I T O P = 2 6 3 .5 5 ’ INV IN=2 6 0 .5 0 ’ INV O UT = 2 6 0 .3 9 ’ D I D I T OP =2 5 2 .5 7 ’ INV OUT =2 4 9 .3 2 ’ T OP =2 6 0 .15 ’ INV IN= 2 4 7 .7 5 ’ INV OUT =2 4 7 .7 2 ’ D I IN V =247.36’ 18" RCP I N V = 2 5 1. 6 0 ’ T OP =25 8 .7 4 ’ INV IN=2 4 9 .2 3’ INV OUT =24 9.18 ’ D I 24" RCP DI TOP =25 5 .71’ INV OUT =2 53 .6 6 ’ 15" CMP TOP=278.54’INV IN=275.28’INV OUT=274.98’ D I INV IN=267.87’INV OUT=267.63’INV OUT=269.12’INV=260.02’ I N V = 2 5 0 . 6 2 ’ (B U R I E D ) L O C A T E P I P E U N A B L E T O DITOP=278.65’INV IN=274.27’INV OUT=273.66’ IN V E R T OUT UNA B L E T O S E E 30" RCP30" RCP INV=252.99’ INV=280.36’INV=283.21’ T T HH HH HH HH HH H H M A R K E R W A T E R M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O M A R K E R F O EOI EOI E O I E OI E OI AERIAL AERIAL 12 " D I 12" DI 12" DI 2 4 " R CP INV= 2 4 7.89 ’ INV =249.17’ IN V = 2 4 9 . 6 5 ’ 18 " R C P U N K N O W N E N D 18 " R C P 18" CMP I N V = 2 5 7 . 7 5 ’ T O P = 2 6 0 . 8 5 ’ D I P A V ED D IT C H 36" CMP 30" RCP 18" RC P I N V = 2 8 5 . 5 0 ’ P A V E D D I T C H INV=263.61’15" CMP INV=267.21’INV=281.30’TOP=284.48’DIFF F C C F F F C C F F F F F F NAD 83/ NSRS 2007 C O N S T R U C T I O N R A I L R O A D B R I D G E D U R I N G P O S I T I V E D R A I N A G E U N D E R C O N T R A C T O R T O M A I N T A I N G R A D E T O D R A I N G R A D E T O D R A I N S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S T A . 2 7 5 + 5 6 . 4 1 H I G H P O I N T A T T E M P . D I T C H S T A . 2 7 7 + 0 1 . 9 4 H I G H P O I N T A T T E M P . D I T C H S E E D E T A I L C S P E C I A L C U T B A S E D I T C H S E E D E T A I L C S P E C I A L C U T B A S E D I T C H S E E D E T A I L C S P E C I A L C U T B A S E D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H S E E D E T A I L A S P E C I A L C U T D I T C H M ATCH LIN E SHEET 20 -L1- STA. 266+00.00 M ATCHLINE SHEET 22 -L1- STA. 280+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 2 1 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_21.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N GRAU 350 TL-3 C A T- 1 C A T- 1 EXIST. EOTEXIST. EOT 82’+59.28 +29.93 82’ +05.29 82’+62.91 82’ +78.21 88.4’+95.32 95’-L1--RP6D- CS Sta. 10+52.30 -RP6D- POT Sta. 10+00.00 (59.00’ RT)-L1- POT Sta. 267+10.00 = -RP6A- POT Sta. 10+00.00 (59.00’ LT)-L1- POT Sta. 266+10.00 = -RP6D- - L 1 - C S S t a . 2 7 8 + 1 4 . 4 3 - L1- - R R 0 1 - P O T S t a . 1 0 + 0 0 . 0 0 - R R 0 1 - P O T S t a . 1 8 + 3 2 . 3 0 275+00 270+00 280+00 NORTHFOLK SOUTHERN RAILROAD - R R 0 1 - P O T S t a . 1 4 + 0 7 . 6 2 - L 1 - P O C S t a . 2 7 6 + 1 2 . 3 6 = 2 1 0 2 2 1 0 1 G RA D E TO D RAIN G RAD E TO D RAIN G RA D E TO D RA IN A d j . D I 2 1 0 3 A d j . D I A d j . D I THE LAMPE COMPANY INCBM 1987 PG 615DB 13009 PG 527 D U N N P R O P E R TI E S L L C B M 2 0 0 3 P G 14 0 0 B M 19 9 8 P G 3 9 0 D B 7 9 7 6 P G 8 4 1 D U N N P R O P E R TI E S L L C B M 2 0 0 3 P G 14 0 0 B M 19 9 8 P G 3 9 0 D B 7 9 7 6 P G 8 4 1 T U R N E R I N V E S T M E N T S L L C B M 19 8 8 P G 12 3 1 D B 8 2 6 1 P G 9 9 0 J & S WI L LI A M S L L C B M 19 8 8 P G 12 3 1 D B 14 13 5 P G 2 2 0 5 S 0008’10" E 293.85’ S 02 41’07" W 159.80’ N 8 7 15’ 3 9 " W 1 16. 2 6’ S 02 47’56" W 413.76’ S 02 40’35" W 298.67’ EIP EIP R/ W M O N R/ W M O N R/ W M O N R/W MON E X IS T IN G R / W EXISTING R/W E X IS T IN G R / W EXISTING R/W E XI S TI N G R/ W E X IS T IN G R / W EXISTING R/W EXISTING R/W E X IS T IN G R / W 20’ SANITARY EASEMENT BM 2003 PG 1400 I4 4 0 VAR IB LE WID T H B S T I4 4 0 VAR IB LE WID T H B S T G U A R D R A IL 3 6 " R C P 3 6" R C P 15" RCP 15" RCP T O P = 2 5 4 . 7 0 ’ T O P = 2 5 0 . 6 1’15" RCP 3 0 " R C P 18" RCP 18" RCP 2 4 " R C P 3 0 " R C P 18" RCP 15" RCP 48" RCP TOP=253.79’INV IN=245.97’INV OUT=245.96’DI 48" RCP T O P = 2 5 1. 7 5 ’ D I I N V O U T = 2 4 8 . 2 0 ’ T O P = 2 4 9 . 5 6 ’ IN V I N = 2 4 5 . 16 ’ I N V O U T = 2 4 5 . 0 1’ D I T O P = 2 4 9 . 3 1’ I N V IN = 2 4 4 . 11’ I N V IN = 2 4 4 . 10 ’ IN V O U T = 2 4 4 . 0 2 ’ D I D I T O P = 2 5 1. 3 0 ’ IN V IN = 2 4 8 . 4 6 ’ IN V O U T = 2 4 8 . 4 5 ’ T O P = 2 5 3 . 6 2 ’ I N V O U T = 2 5 0 . 9 3 ’ D I IN V = 2 4 1.0 9 ’ I N V O U T = 2 5 1 . 3 4 ’ D I IN V O U T = 2 4 7 . 5 5 ’ IN V IN = 2 4 7 . 6 1’ D I T O P = 2 5 0 . 2 2 ’ IN V IN = 2 4 3 . 4 7 ’ IN V IN = 2 4 3 . 4 7 ’ IN V O U T = 2 4 3 . 2 7 ’ D I T O P = 2 4 8 .5 0 ’ IN V O U T = 2 4 2 .2 1’ IN V IN = 2 4 2 .4 2 ’ D I 36" RCP T O P = 2 5 0 . 5 4 ’ IN V O U T = 2 4 6 . 3 9 ’ IN V IN = 2 4 6 . 6 5 ’ D I T O P = 2 5 3 . 9 1’ IN V O U T = 2 5 0 .6 6 ’ D I (N O T L O C A T E D ) J U N C T IO N B O X P O S S IB L E U / G INV=247.72’INV=244.91’ F C C F C C F C F C N AD 83/ N SRS 2007 2 9 0 + 9 7 B E G I N P R O P O S E D S B G 2 8 5 + 2 0 B E G I N A S P H A L T S B G 2 8 7 + 5 0 E N D A S P H A L T S B G 2 8 5 + 9 0 B E G I N A S P H A L T S B G 2 8 7 + 8 0 E N D A S P H A L T S B G ( T Y P . ) 1 2 " ( T Y P . ) 1 2 " 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D 2 - B ( T Y P . ) S E E D E T A I L S H E E T F U N N E L D R A I N F U N N E L A N D (T Y P I C A L ) E S T 5 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P (T Y P I C A L ) E S T 5 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P M ATCHLIN E SHEET 21 -L1- STA. 280+00.00 M ATCHLIN E SHEET 23 -L1- STA. 294+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 2 2 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_22.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N - R P 7 B - C U R V E D A T A V = 5 1 M P H S E = 0 7 P I S t a 1 3 + 6 2 . 2 4 DL = 3 6 1 . 9 1 ’ T = 1 8 2 . 2 4 ’ R = 1 , 2 4 2 . 0 0 ’ PIs Sta 11+20.03FLs = 180.00’LT = 120.03’ST = 60.03’ P I s S t a 1 6 + 0 1 . 9 4 FL s = 1 8 0 . 0 0 ’ L T = 1 2 0 . 0 3 ’ S T = 6 0 . 0 3 ’ - R P 7 C - C U R V E D A T A V = 6 0 M P H S E = 0 2 P I S t a 1 1 + 5 6 . 8 8 DL = 3 1 3 . 7 3 ’ T = 1 5 6 . 8 8 ’ R = 8 , 5 0 0 . 0 0 ’ GRAU 350 TL-3 CAT-1 E X I S T . E O T EXIST . E O T E X I S T . E O T - R P 7 C - S T A . 1 5 + 5 9 . 9 8 ( 2 8 . 0 0 ’ R T ) - L 1 - S T A . 2 9 1 + 1 2 . 5 0 ( 1 0 1 . 9 1 ’ R T ) R E T A I N I N G W A L L R W R 3 B E G I N P E R M A N E N T - R P 7 C - S T A . 1 8 + 2 8 . 2 0 ( 2 8 . 0 0 ’ R T ) - L 1 - S T A . 2 9 3 + 7 5 . 0 0 ( 1 1 7 . 3 5 ’ R T ) R E T A I N I N G W A L L R W R 3 E N D P E R M A N E N T W A L L P R OP . R E T AIN I N G 95’+07.90 82’+05.29 88.4’+95.3295’+00.1687.5’+66.43+66.43 84’ S T A . 2 9 0 + 0 3 . 2 5 E N D T E M P . W I D E N I N G S T A . 2 9 4 + 9 7 . 0 7 E N D T E M P . W I D E N I N G S T A . 2 9 0 + 0 4 . 0 7 B E G I N T E M P . W I D E N I N G -L1- ST Sta. 280+54.43 - L 1 - T S S t a . 2 9 0 + 4 6 . 1 7 - L 1- -L1- - R P 7 C - P T S t a . 1 3 + 1 3 . 7 3 -RP7C- PC St a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ R T ) -L1 - P O T S t a . 2 8 5 5 4 . 0 0 = - R P 7 B - T S S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L 1 - P O T S t a . 2 8 7 + 2 5 = - R P 7 B - - R P 7 C - 290+00 285+00 15+00 - RP7 B- S T Sta. 17+21.91 - R P 7 B - S C S t a . 1 1 + 8 0 . 0 0 - R P 7 B - C S S t a . 1 5 + 4 1 . 9 1 B 15+00 280+00 10 15 -L1- POT St a . 2 8 5 + 0 0 . 0 0 BE G I N A R E A 2 B E N D A R E A 2 A 2 2 0 1 2 2 0 3 2 2 0 4 2 2 0 6 2 2 0 7 2 2 1 1 2 2 1 2 2 2 1 3 2 2 0 5 2 2 0 2 2 2 0 8 2 2 0 9 2 2 1 0 2 2 1 4 2 2 1 6 2 2 1 5 15" CSP 15" C SP T B 2 G I T B 2 G I SI G N NC EQUIPMENT COMPANYDB 1450 PG 135 N C E Q UIP M E N T C O M P A N Y D B 1450 P G 135 R/ W M O N R/ W M O N R/ W M O N R/ W M O N R/W MONEXISTING R/W E X IS T ING R / W E X IS T I N G R / W GUARDRAIL G U A R D R A IL G U A R D R A IL G U A R D R A IL G U A R D R A IL v v 15 " CM P IN V = 2 5 5 . 6 5 ’ INV=238.62’15" CMPTOP=251.83’DIINV OUT=248.41’ T O P = 2 5 7 . 9 3 ’ IN V O U T = 2 5 3 . 6 3 ’ D I T O P = 2 6 1 . 7 9 ’ IN V O U T = 2 5 7 . 5 4 ’ D I BOX CULVERT SI G N 30 " CMP I N V = 2 4 1 . 1 5 ’ I N V = 2 3 9 . 8 9 ’ I N V = 2 3 9 . 0 5 ’ 2 BARREL 6 ’x6’ RCBC 15" CMP I N V = 2 3 8 . 1 0 ’ I N V = 2 3 8 . 0 1 ’ IN V = 2 3 9 . 5 7 ’ F C C F F F F N AD 83/ N SRS 2007 MATCHLINE SHEET 22 -L1- STA. 294+00.00 M ATCH LIN E SH EET 24 -L1- STA. 320+00.00 - R P 7 D - C U R V E D A T A - R P 7 A - C U R V E D A T A F O R - R P 7 A - P R O F I L E , S E E S H E E T N O . 9 8 F O R - R P 7 B - P R O F I L E , S E E S H E E T N O . 9 9 26-NOV-2013 18:02I5338_Rdy_psh_23.dgn$$$$USERNAME$$$$TO PLO T FULL SIZE 62"X34" REVISIONS6/2/99 H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 2 3 D E S I G N E D B Y : C H E C K E D B Y : C O U N T Y : T I P N O . : D A T E : P L A N S 0 G R A P H I C S C A L E L O C A T I O N : I - 5 3 3 8 / I - 5 3 1 1 F O R - L 1 - L T P R O F I L E , S E E S H E E T N O . 6 6 , 6 7 F O R - L 1 - R T P R O F I L E , S E E S H E E T N O . 6 6 , 6 7 -L1- CURVE DATAPIs Sta 293+66.36FLs = 480.00’LT = 320.19’ST = 160.17’PI Sta 302+58.43DL = 1,416.56’T = 732.26’R = 2,267.00’PIs Sta 311+02.90FLs = 480.00’LT = 320.19’ST = 160.17’V = 67 MPH 5 0 2 5 5 0 1 0 0 P I s S t a 1 1 + 2 0 . 0 4 FL s = 1 8 0 . 0 0 ’ L T = 1 2 0 . 0 4 ’ S T = 6 0 . 0 3 ’ P I S t a 1 4 + 8 1 . 1 4 DL = 5 8 9 . 9 0 ’ T = 3 0 1 . 1 4 ’ R = 1 , 1 9 0 . 0 0 ’ P I s S t a 1 8 + 2 9 . 9 3 FL s = 1 8 0 . 0 0 ’ L T = 1 2 0 . 0 4 ’ S T = 6 0 . 0 3 ’ - R P 7 A S P U R - C U R V E D A T A P I s S t a 1 1 + 2 0 . 0 4 FL s = 1 8 0 . 0 0 ’ L T = 1 2 0 . 0 4 ’ S T = 6 0 . 0 3 ’ P I S t a 1 2 + 8 8 . 0 5 DL = 2 1 5 . 5 3 ’ T = 1 0 8 . 0 5 ’ R = 1 , 2 0 0 . 0 0 ’ P I s S t a 1 4 + 5 5 . 5 6 FL s = 1 8 0 . 0 0 ’ L T = 1 2 0 . 0 4 ’ S T = 6 0 . 0 3 ’ - R P 7 D S P U R - C U R V E D A T A - Y 7 - C U R V E D A T A P I S t a 1 8 + 0 8 . 1 6 DL = 3 4 0 . 0 7 ’ T = 1 7 0 . 0 5 ’ R = 9 , 9 9 9 . 0 0 ’ - Y 7 N B - C U R V E D A T A P I S t a 1 0 + 9 4 . 6 7 DL = 6 7 . 1 3 ’ T = 3 3 . 8 3 ’ R = 2 2 0 . 0 0 ’ P I S t a 1 2 + 0 8 . 9 7 DL = 1 5 5 . 7 5 ’ T = 8 0 . 9 9 ’ R = 2 3 0 . 0 0 ’ P I S t a 1 4 + 3 4 . 8 6 DL = 7 5 . 6 8 ’ T = 3 8 . 3 0 ’ R = 2 0 0 . 0 0 ’ P I S t a 1 9 + 6 0 . 3 2 DL = 1 0 3 . 4 5 ’ T = 5 2 . 9 1 ’ R = 2 0 0 . 0 0 ’ P I S t a 1 7 + 5 6 . 1 2 DL = 1 0 6 . 9 2 ’ T = 5 4 . 2 9 ’ R = 2 5 0 . 0 0 ’ P I S t a 1 5 + 8 7 . 0 4 DL = 2 2 9 . 5 8 ’ T = 1 1 4 . 8 0 ’ R = 1 0 , 0 1 6 . 0 0 ’ P I S t a 2 2 + 6 7 . 2 4 DL = 7 7 . 1 5 ’ T = 3 8 . 5 9 ’ R = 1 , 0 0 0 . 0 0 ’ - Y 7 S B - C U R V E D A T A P I S t a 1 0 + 7 4 . 0 9 DL = 5 7 . 2 6 ’ T = 2 8 . 8 6 ’ R = 1 8 5 . 0 0 ’ P I S t a 1 1 + 8 9 . 4 3 DL = 1 6 6 . 2 5 ’ T = 8 6 . 9 5 ’ R = 2 3 0 . 0 0 ’ P I S t a 1 4 + 2 5 . 3 7 DL = 8 1 . 5 9 ’ T = 4 1 . 3 7 ’ R = 2 0 0 . 0 0 ’ P I S t a 1 6 + 0 5 . 6 1 DL = 2 8 0 . 0 1 ’ T = 1 4 0 . 0 1 ’ R = 9 , 9 7 1 . 0 0 ’ P I S t a 1 7 + 8 2 . 1 9 DL = 7 2 . 3 8 ’ T = 3 6 . 5 9 ’ R = 2 0 0 . 0 0 ’ P I S t a 2 0 + 0 4 . 9 2 DL = 1 3 0 . 4 9 ’ T = 6 7 . 6 6 ’ R = 2 0 0 . 0 0 ’ P I S t a 2 0 + 9 3 . 7 5 DL = 5 1 . 6 8 ’ T = 2 6 . 0 1 ’ R = 1 8 5 . 0 0 ’ -RP7CSPUR- CURVE DATA -RP7BSPUR- CURVE DATAPI Sta 28+63.49DL = 337.73’T = 282.45’R = 160.00’ T = 2 6 9 . 9 9 ’ P I S t a 2 2 + 3 0 . 8 9 DL = 3 7 3 . 2 9 ’ R = 2 0 0 . 0 0 ’ L = 2 4 4 . 0 6 ’ P I S t a 1 2 + 8 7 . 2 1 DT = 1 4 2 . 1 3 ’ R = 1 9 0 . 0 0 ’ -RP7BSHIFT- CURVE DATAV = 25 MPHSE = 02V = 25 MPHSE = 02 V = 5 6 M P H S E = 0 2 V = 2 5 M P H S E = 0 2 V = 5 6 M P H S E = 0 2 V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H V = 5 6 M P H V = 2 5 M P H V = 2 5 M P H V = 2 5 M P H S E = 0 2 S E = 0 2 -RP7CSHIFT- CURVE DATAV = 25 MPHV = 25 MPH - R P 7 A S H I F T - C U R V E D A T A V = 5 0 M P H V = 2 5 M P H V = 2 5 M P H - R P 7 D S H I F T - C U R V E D A T A V = 2 5 M P H V = 2 5 M P H V = 5 0 M P H V = 5 0 M P H S E = 0 7 S E = 0 7 S E = 0 7 F O R - R P 7 A S H I F T - P R O F I L E , S E E S H E E T N O . 9 9 F O R - R P 7 A S P U R - P R O F I L E , S E E S H E E T N O . 9 9 F O R - R P 7 B S H I F T - P R O F I L E , S E E S H E E T N O . 1 0 0 F O R - R P 7 C S H I F T - P R O F I L E , S E E S H E E T N O . 1 0 1 F O R - R P 7 D S H I F T - P R O F I L E , S E E S H E E T N O . 1 0 2 F O R - R P 7 D S P U R - P R O F I L E , S E E S H E E T N O . 1 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 S E = 0 2 SE = 02SE = 02SE = 08 F O R - Y 7 - P R O F I L E , S E E S H E E T N O . 9 1 F O R - R P 7 B S P U R - P R O F I L E , S E E S H E E T N O . 1 0 0 F O R - R P 7 C - P R O F I L E , S E E S H E E T N O . 1 0 0 , 1 0 1 F O R - R P 7 C S P U R - P R O F I L E , S E E S H E E T N O . 1 0 1 F O R - R P 7 D - P R O F I L E , S E E S H E E T N O . 1 0 1 SAUNDERS STREET -Y7- SOUTH T = 102.67’PI Sta 13+23.03DL = 187.47’R = 185.00’PI Sta 11+79.75DL = 242.64’T = 147.20’R = 170.00’PI Sta 24+21.69DL = 320.91’T = 201.23’R = 210.00’ P I S t a 1 8 + 3 8 . 0 0 DL = 2 9 3 . 4 1 ’ T = 1 4 7 . 4 5 ’ R = 1 , 1 9 0 . 0 0 ’ P I S t a 2 5 + 1 4 . 6 6 DL = 4 7 1 . 7 7 ’ T = 3 6 3 . 5 2 ’ R = 2 3 8 . 0 0 ’ P I S t a 1 3 + 4 7 . 4 4 DL = 1 9 7 . 3 6 ’ T = 1 0 9 . 2 4 ’ R = 1 8 5 . 0 0 ’ S H E E T F O R - Y 7 - S O U T H S A U N D E R S S T R E E T A T - L 1 - , S H E E T 2 - F F O R A D D I T I O N A L I N F O R M A T I O N S E E D I M E N S I O N I N G D E T A I L H H HH H H HH H H H H H H H H HH HH H H HH H H HH H H HH T T B O X S IG N A L T R A F F IC B O X S IG N A L T R A F F IC S T A T IO N T E S T G A S M A R K E R F O M A R K E R F O MA R K E R F O M A R K E R F O M A R K E R F O S IG N EOI EOI E O I EOI E O I E O I E OI EOI EOI EOI EOI EOI 12" DIP 12" DIP 12" DIP A E RIA L AE RIAL A E R IA L 4 " P L A S T IC 6" STEEL 6" STEEL 6" STEEL 315+00 310+00 295+00 2 5 + 0 0 - Y7 - 300+00 15+00 20+00 2 0 + 0 0 2 0 + 0 0 2 5 2 5 15+00 20+00 20+00-L- SC Sta. 295+26.17-L1- - L 1 - C S S t a . 3 0 9 + 4 2 . 7 3 - L 1 - S T S t a . 3 1 4 + 2 2 . 7 3 - L 1- - L 1- - Y 7 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 7 - P C S t a . 1 6 + 3 8 . 1 1 - Y 7 - P T S t a . 1 9 + 7 8 . 1 8 -Y7- POT S t a . 2 5 + 5 8 . 6 2 - Y 7 N B - P C S t a . 1 0 + 6 0 . 8 5 - Y 7 N B - P R C S t a . 1 1 + 2 7 . 9 7 - Y 7 N B - P C S t a . 1 3 + 9 6 . 5 6 - Y 7 N B - P C C S t a . 1 4 + 7 2 . 2 4 - Y 7 N B - P C C S t a . 1 7 + 0 1 . 8 2 - Y 7 N B - P T S t a . 1 8 + 0 8 . 7 5 - Y 7 N B - P C S t a . 1 9 + 0 7 . 4 1 - Y 7 N B - P C S t a . 2 2 + 2 8 . 6 5 - Y 7 N B - P T S t a . 2 3 + 0 5 . 8 0 -Y7SB - P R C S t a . 1 1 + 0 2 . 4 9 -Y 7 S B - P C S t a . 1 0 + 4 5 . 2 3 - Y 7 S B - P R C S t a . 1 4 + 6 5 . 5 9 - Y 7 S B - P C S t a . 1 3 + 8 4 . 0 0 - Y 7 S B - P T S t a . 1 2 + 6 8 . 7 4 - Y 7 S B - P T S t a . 1 8 + 1 7 . 9 8 - Y 7 S B - P R C S t a . 2 0 + 6 7 . 7 4 - Y 7 S B - P T S t a . 2 1 + 1 9 . 4 2 - R P 7 A - S C S t a . 1 1 + 8 0 . 0 0 - R P 7 A - C S S t a . 1 7 + 6 9 . 9 0 - R P 7 A - S T S t a . 1 9 + 4 9 . 9 0 - R P 7 A - P O T S t a . 1 9 + 6 0 . 3 8 - R P 7 A S P U R - P C S t a . 1 1 + 4 5 . 0 8 - R P 7 A S P U R - P T S t a . 1 3 + 8 9 . 1 4 - R P 7 A S H I F T - P C S t a . 1 9 + 6 0 . 9 0 S t a . 1 9 + 3 7 . 2 6 - Y 7 S B - P C S t a . 2 0 + 1 0 . 8 6 - Y 7 N B - P T - R P 7 D- -RP7DSP UR- -R P7D SH IFT- -RP7C- -R P 7C S H IF T - -RP7CSPU R- -Y7NB- -Y 7NB - -Y7NB- -Y7SB- -Y7SB- -Y7SB- - R P 7 A- -R P 7 AS P U R - -RP7ASHIFT- -RP7B- -R P 7 B S H IF T - - R P 7 B S P U R - S t a . 1 4 + 3 5 . 5 6 - R P 7 D S P U R - P T A C D - L 1 - T S S t a . 3 1 9 + 5 4 . 2 7 - R P 7 A - T S S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 L T ) - L 1 - P O T S t a . 3 1 5 + 7 5 . 0 0 = - R P 7 D S H I F T - P O T S t a . 1 9 + 9 9 . 8 7 ( 1 2 . 0 0 ’ L T ) - R P 7 D - P O T S t a . 1 9 + 9 9 . 8 7 = -RP7CSHIFT- POT Sta. 25+67.98 SHIFT (15.00’ LT)-RP7C- POT Sta. 25+21.99 =-RP7CSHIFT- PC Sta. 25+81 . 0 4 -RP7C- POT Sta. 25+67.98 - Y 7 N B - P O T S t a . 2 3 + 6 7 . 2 8 ( 3 1 . 2 0 ’ L T ) - Y 7 - P O T S t a . 2 5 + 1 8 . 4 7 = -Y7SB- PO T S t a . 2 1 + 6 6 . 8 1 ( 2 7 . 7 9 ’ R T ) - Y 7 - P O T S t a . 2 3 + 1 8 . 7 2 = - Y 7 S B - P R C S t a . 1 7 + 4 5 . 6 0 - R P 7 C S H I F T - P T S t a . 2 9 + 1 8 . 7 7 ( 0 . 0 0 ’ ) - Y 7 N B - P O C S t a . 1 6 + 8 0 . 7 3 = - Y 7 - P O C S t a . 1 7 + 6 3 . 6 3 - L 1 - P O C S t a . 3 0 2 + 8 7 . 9 0 = - R P 7 D S H I F T - P T S t a . 2 6 + 2 2 . 9 1 ( 1 3 . 0 0 ’ L T ) - Y 7 S B - P O C S t a . 1 7 + 3 3 . 8 7 = - R P 7 A S H I F T - P O T S t a . 1 9 + 6 0 . 3 8 ( 1 5 . 0 0 ’ R T ) - R P 7 A - P O T S t a . 1 9 + 6 0 . 3 8 = - R P 7 A S H I F T - P T S t a . 2 3 + 3 4 . 1 9 ( 0 . 0 0 ’ ) - Y 7 S B - P O C S t a . 1 5 + 0 5 . 2 7 = - R P 7 A S P U R - P O T S t a . 1 0 + 0 0 . 0 0 ( 1 5 . 0 0 ’ R T ) - R P 7 A - P O T S t a . 1 9 + 6 0 . 3 8 = - Y 7 N B - P T S t a . 1 2 + 8 3 . 7 2 - Y 7 N B - P O T S t a . 1 0 + 0 0 . 0 0 ( 3 7 . 1 3 ’ L T ) - Y 7 - P O T S t a . 1 1 + 8 0 . 7 4 = - R P 7 B S H I F T - P T S t a . 2 5 + 4 1 . 3 8 ( 2 8 . 3 7 ’ R T ) - Y 7 N B - P O C S t a . 1 4 + 4 3 . 0 9 = -Y7 S B - P O T S t a . 1 0 + 0 0 . 0 0 ( 3 0 . 8 7 ’ R T ) - Y 7 - P O T S t a . 1 1 + 8 0 . 1 4 = -RP7B- POT Sta. 20+50.59 SHIFT = 12’-RP7BSHIFT- POT Sta. 20+50.59-RP7B- ST Sta. 17+21.91 -RP7BS P U R - P T S t a . 1 2 + 7 5 . 1 8 - R P 7 B S P U R - P C S t a . 1 0 + 3 2 . 5 4 -RP7B S P U R - P O T S t a . 1 0 + 0 0 . 0 0 -RP7BSHI F T - P O T S t a . 2 2 + 2 0 . 4 6 = - R P 7 D - C S S t a . 1 3 + 9 5 . 5 3 - R P 7 D - S T S t a . 1 0 + 0 0 . 0 0 - R P 7 D - S C S t a . 1 1 + 8 0 . 0 0 - R P 7 D - S T S t a . 1 5 + 7 5 . 5 3 - R P 7 D - P C S t a . 1 6 + 9 0 . 5 5 - R P 7 D - P T S t a . 1 9 + 8 3 . 9 6 - R P 7 D - P O T S t a . 1 9 + 9 9 . 8 7 - R P 7 D S P U R - P O T S t a . 1 0 + 0 0 . 0 0 - R P 7 D S H I F T - P O T S t a . 2 1 + 5 1 . 1 4 = - R P 7 D S P U R - P C S t a . 1 2 + 3 8 . 2 0 -RP 7 C S P U R - P C S t a . 1 2 + 2 0 . 3 5 - R P 7 C S P U R - P T S t a . 1 4 + 0 7 . 8 2 -RP7CSPUR- POT Sta. 25+21.99 SHIFT (15.00’ RT)-RP7C- POT Sta. 25+21.99 =B SAUNDERS STREET -Y7- SOUTH-Y7- -Y7- FLOWSERVE US INCDB 9538 PG 1859 P E N N Y M A R IO N C B M 19 6 7 P G 4 9 D B 14 2 17 P G 2 7 9 3 F M W R R I I L L C B M 19 9 7 P G 6 3 3 D B 14 4 7 0 P G 18 6 0 B U S IN E S S T R U S T S A M S R E A L E S T A T E D B 9 9 3 5 P G 12 1 M A R IO N C P E N N Y B M 2 0 10 P G 118 1 D B 14 2 17 P G 2 7 9 3 B O T T L IN G C O M P A N Y IN C C O C A C O L A D B 12 4 4 P G 8 2 S 0716’25" E 86.89’ N 8 8 2 9 ’11" E 14 3 . 9 5 ’ N 0130’49" W 100.00’ S 0133’19" E 419.69’ S 8 8 2 6 ’5 9 " W 2 8 0 . 0 8 ’ 160.22’ E I P R/W MON R / W M O N R / W M O N R / W M O NR / W MO N R / W MO N R / W M O N R / W MO N R / W MO N R / W MO N R / W MO N R / W M O N EXISTING R/W EXISTING R/W E XI S TI N G R/ W EXISTING R/ W E X I S T I N G R / W E X IS T ING R / W E X IS T IN G R / W EXISTING R/W EXISTING R/W E X IS T IN G R / W I440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST I 4 4 0 V A R I B L E WI D T H B S T I 4 4 0 V A R I B L E WI D T H B S T 2.5’ C & G 2 .5 ’ C & G 2.5’ C&G 2 .5 ’ C & G 2 .5 ’ C & G 2 .5 ’ C & G 2. 5 ’ C & G C U R B C U R B 31’ CONC HWY 70 RAMP 18 ’ C ON C H WY 7 0 R AMP 31’ CONC HWY 70 RAMP VAR IB LE WID T H CON C H WY 7 0 R AMP V A R I B L E WI D T H C O N C H W Y 7 0 R A M P 2.5’ C&G 2 .5 ’ C & G VAR IB LE WID T H B S T H WY 7 0 R AMP GUARDRAIL G U A R D R A IL GUARDRAIL GUARDRAIL G U A R D R A IL G U A R D R A I L G U A R D R A IL G U A R D R A IL G U A R D R A IL GUARDRAILBL-32 B L - 3 1 B L - 1 7 B L - 1 8 v v B R ID G E B R ID G E 1 5 " C M P I N V = 2 4 8.2 1’ I N V = 2 5 5.9 3’ 15" HDPE IN V = 2 4 8 .4 4 ’ 15" C M P I N V = 2 3 0. 6 8 ’ T O P = 2 3 9 .7 5 ’ 18" RCP TOP=267 .6 2 ’ 15" RCP INV=254.14’15" RCPTOP=267.18’TOP=264.49’15" CMPTOP = 2 5 4 .9 8 ’ 24" RCPTOP=246.31’DIINV OUT=240.64’INV=234.49’INV=249.56’INV O U T = 2 5 1.5 3 ’ DI INV=251.70’DIDI D I C B S D M H DIINV IN=26 5 .7 1’ D I IN V = 232.67’ IN V = 2 3 7 .3 2 ’ T O P = 2 3 9 .4 1’ IN V IN = 2 3 5 .9 0 ’ IN V O U T = 2 3 5 .2 5 ’ D I D I T O P = 2 6 2. 9 5 ’ T O P = 2 5 1.3 5 ’ IN V O U T = 2 4 5 .8 7 ’ D I T O P = 2 5 9. 5 9 ’ DI DIT O P = 2 5 8. 7 5 ’ I N V O U T = 2 5 5. 0 0 ’ T O P = 2 5 8. 1 3 ’ I N V I N = 2 5 3. 1 3 ’ DI 18" CM P C B T O P = 2 3 9 .0 9 ’ C B I N V = 2 5 3 . 6 2 ’ T O P = 2 5 9. 2 5 ’ F U L L O F D E B RI S DI 15" CMP 15 " C M P HH H H HH H H H H H H H H HH HH H H HH H H HH H H T T B O X S IG N A L T R A F F IC B O X S IG N A L T R A F F IC S T A T IO N T E S T G A S M A R K E R F O M A R K E R F O MA R K E R F O M A R K E R F O M A R K E R F O S IG N EOI EOI E O I EOI E O I E O I E OI EOI EOI EOI EOI EOI 12" DIP 12" DIP 12" DIP A E RIA L AE RIAL A E R IA L 4 " P L A S T IC 6" STEEL 6" STEEL 6" STEEL IN V = 2 3 7 .6 9 ’ 15" CMP B L IN D J B 15 " C M P C B T O P = 2 4 0 .9 2 ’ 18" RCP S 2 4 " R C P S T O R M M H T O P = 3 4 0 .4 9 ’ C U L 4 C U L 3 C UL 2 C UL 1 C E 1 H W1 C O N C H W 2@9’X 6’ R C B C 18" RCP T O P = 2 3 9 .4 0 ’ C B IN V O U T = 2 3 3 .7 1’ IN V IN = 2 3 5 .2 1’ T O P = 2 3 9 .6 6 ’ S S M H 4’ C/L # C Z 7 8 / B J G U Y P O S T B IL L B O A R D WO O D S CONCRETE SIDEWALK 12" CLAY 45.5’ BST S. SAUNDERS ST. 34.5’ BST S. SAUNDERS ST. 15" RCP D IT C H P A V E D WO O D S B O X S IG N A L T R A F F IC WA T E R V A U L T C O N C P A D S S M H T O P = 2 3 7 .6 4 ’ IN V O U T = 2 3 2 .14 ’ IN V IN = 2 3 2 .2 9 ’ # C Z 7 9 / B J C B T O P = 2 4 0 .0 2 ’ 1 5 " R C P 4 ’ C / L # C Z 8 0 / B J T O P = 2 3 9 .7 1’ C B 12 " C L A Y 15 " R C PC B T O P = 2 3 9 .18 ’ 15 " R C P C U L 8 C U L 7 C U L 6 C U L5 H W 2 C E 2 C O N C H W S D I T O P = 2 4 3 .3 7 ’ V A L V E R E L E A S E A IR 18" RCP 30" RCP SSMHTOP=249.74’30" RCPSSMHTOP=248.41’ 3 0 " R C P 3 0 " R C P B O X V A L V E B O X M E T E R 1S F B U S V A U L T WA T E R P O L E F L A G A R E A L A N D S C A P E B O X S IG N A L T R A F F IC T O P = 2 5 1.5 1’ D I 35.5’ BST S. SAUNDERS ST. 35.5’ BST S. SAUNDERS ST. A R E A L A N D S C A P E 12" CLAY 3’ CONC. ISLAND 15" R C P 18 " R C P 18" RCP # R D J 8 9 T O P = 2 4 7 .9 9 ’ D I 2.5’ C&G CONCRETE SIDEWALK S IG N 2 .0 ’ C &G AS P H D R IVE 2 .0 ’ C &G T AS P H P AR K IN G LOT 2.5’ C&G CONCRETE SIDEWALK D I T O P = 2 4 8 .4 6 ’ IN V = 2 4 5 .11’C B T O P = 2 4 7 .9 0 ’ 18" RCP T O P = 2 4 5 .5 4 ’ D I T O P = 2 4 5 .3 6 ’ D I 2 .0 ’ C & G INV=229.21’ (IN)INV=229.11’ (OUT)INV=229.54’ (IN)INV=229.41’ (OUT) T O P = 2 4 7 .3 3 ’ S S M H 10" CLAY IN V = 2 4 0 .2 5 ’ ( IN ) IN V = 2 4 0 .2 2 ’ (O U T ) 3 0 " R C P 24" RCP # E Y 3 7 / B J H H V A U L T F / OC U L 6 HW1C UL 5 C U L 4 C E 1 C U L 3 C U L 2 C U L 1 C U L 7 C U L 8 C U L 9 C E 2 C U L 1 0 C U L 1 1 C U L 1 2 3 0 " R C P 12" RCP 3 0 " R C P P AVE D WALK WAY T O P = 2 4 4 .0 6 ’ S S M H IN V = 2 2 6 .9 4 ’ (O U T ) IN V = 2 2 7 .11’ ( IN ) S 30" RCP 3 0 " R C P 3 @12 ’X 12 ’ R C B C C O N C W A L L C O N C WA L L C O N C HW HW2 IN V = 2 4 1.4 7 ’ C O N C WA L L C O N C WA L K C O N C WA L K T O P = 2 4 5 .5 8 ’ D I S S M H IN V = 2 3 9 .4 1’ ( IN ) IN V = 2 2 7 .6 5 ’ ( IN ) IN V = 2 2 7 .5 3 ’ (O U T ) S T O P = 2 4 5 .4 5 ’ S S M H IN V = 2 2 6 .6 0 ’ S T O R M M H S T O R M M H T O P = 2 6 3 . 11’ 15 " R C P 18" CMP IN V = 2 2 9 .6 7 ’ 18" CMP 18" CM P IN V = 2 3 0 .9 0 ’ IN V IN = 2 4 6 .2 0 ’ (18 ") IN V = 2 3 3 .2 9 ’ 15" CMP 18" CMP 1 8 " R C P T O P = 2 3 5 .0 9 ’ D I IN V IN = 2 3 1.8 3 ’ (15 ") IN V O U T = 2 3 1.8 0 ’ (18 ") D I T O P = 2 6 3 .6 2 ’ 15" C M P D I T O P = 2 4 2 .2 0 ’ 15" RCP 15 " R C P 15" RCP T O P = 2 4 2 .5 8 ’ D I 15" RCP T O P = 2 4 1.0 1’ IN V = 2 3 7 .9 2 ’ (15 " C M P IN ) 15 " C MP IN V = 2 3 9 .0 0 ’ 15" RCP T O P = 2 4 3 .0 8 ’ R CP 15" S 18 " RCP T O P 2 4 6 .6 1’ T O P = 2 4 1.9 7 ’ IN V = 2 2 6 .9 7 ’ CULVERT) (DRAINS TO 15" RCP F F F F C F C C C C C F C C C C C F F C FC C C F F C C C F F F C CC F F C C C C C C C CC C C C C F F F F C C C C C C C C C C F F F F F F F FFC NAD 83/ NSRS 2007 (TYPICAL)EST 4 SY GEO EST 1 TON CLASS ’B’ RIP R A P T I E T O E X I S T S B G 3 2 3 + 7 5 E N D A S P H A L T S B G T E M P O R A R Y D R A I N A G E S T R U C T U R E S F O R R E T A I N E X I S T S B G A N D FILL SLOPE (TYPI C A L ) TEMPORARY WID E N I N G (TYPICAL)12" ( 7 @ 6 ’ O N C E N T E R ) R E T A I N E X I S T D E C K D R A I N S ( 7 @ 6 ’ O N C E N T E R ) R E T A I N E X I S T D E C K D R A I N S FINAL CONDITION)(TO BE REMOVED IN TO BLIND TBJB REMOVE OR CONVERTSEE DETAIL ( T Y P ) FUNNEL DRA I N FUNNEL AN D R I P A R I A N B U F F E R R U L E S N O T S U B J E C T T O M ATCH LIN E SH EET 23 -L1- STA. 319+00.00 MATCHLINE SHEET 25 -L1- STA . 332+00 .00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 2 4 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:21I5338_Rdy_psh_24.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N - R P 9 C - C U R V E D A T A P I S t a 1 0 + 3 0 . 8 8 DL = 6 1 . 7 6 ’ T = 3 0 . 8 8 ’ R = 2 , 7 8 7 . 0 0 ’ V = 7 2 M P H S E = 0 7 -L1- CURVE DATAPIs Sta 322+34.35FLs = 420.00’LT = 280.08’ST = 140.07’PI Sta 331+46.03DL = 1,507.28’T = 771.76’R = 2,846.00’V = 70 MPHSE = 07 E X I S T . E O T EXIST. EO T E X I S T . E O T E X I S T . E O T STA. 3 2 3 + 5 0 . 0 0 ( 9 5 . 2 3 ’ R T ) RETAI N I N G W A L L R W R 4 END T E M P O R A R Y 95’ +00 .00 82’ 82’ +63.06 89.2’ 95’+89.60 82’ S T A . 3 2 4 + 5 5 . 9 7 E N D T E M P . W I D E N I N G S T A . 3 2 5 + 1 8 . 4 9 E N D T E M P . W I D E N I N G S T A . 3 2 6 + 9 2 . 7 5 B E G I N T E M P . W I D E N I N G 86.1’ + 5 7 .9 4 6 4 . 6 9 ’ L T 3 3 0 + 6 8 . 2 4 6 4 . 6 9 ’ L T 3 3 0 + 6 8 . 2 9 S T A . 3 2 7 + 8 6 . 1 3 B E G I N T E M P . W I D E N I N G S T A . 3 3 2 + 7 5 . 7 2 E N D T E M P . W I D E N I N G S T A . 3 3 2 + 7 5 . 7 7 B E G I N T E M P . W I D E N I N G 100.21’+65.52 TYP E B - 7 7 T Y P E B - 7 7 T Y P E B - 7 7 - Y 8- S O U T H W I LM I N G T O N S T -L1--L1- SC S t a . 3 2 3 + 7 4 . 2 7 - Y 8 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 8 - P O T S t a . 1 5 + 7 4 . 4 8 - R P 9 B - P O T S t a . 1 0 + 0 0 . 0 0 ( 6 6 . 0 0 ’ L T ) - L 1 - P O T S t a . 3 2 9 + 3 0 . 0 0 = - R P 9 C - P O T S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ R T ) - L 1 - P O T S t a . 3 2 8 + 0 0 . 0 0 = - L1- - R P 9 C - - R P 9 B - TYP E B- 7 7 - R P 9 B - T S S t a . 1 1 + 7 5 . 0 0 - Y 8 - P O T S t a . 1 3 + 0 4 . 9 2 - L 1 - P O C S t a . 3 2 6 + 1 6 . 1 7 = -L1- TS Sta. 319+54.27 330+00 15+ 00 325+00 320+00 - R P 9 C - P C C S t a . 1 0 + 6 1 . 7 6 F O R T E M P O R A R Y D R A I N A G E R E T A I N E X I S T S T R U C T U R E 240124022403240424052406 2407 2 4 0 8 2 4 0 9 2 4 1 0 2 4 1 1 6 " D IP 12" U N K N O W N 12" D I P 2 0 " C I 4 " P L A S T IC 4 " P L A S T IC 2 " P L A S T IC PARTNERSHIP O’NEAL FAMILY P A R T N E R S H IP O ’N E A L F A M IL Y E S T A T E L L C F M O R E A L D B 14 0 0 8 P G 16 3 4 R A L E IG H P O R T F O L IO S L L L C B M 2 0 0 4 P G 15 2 5 D B 117 7 8 P G 2 0 2 2 C IT Y O F R A L E IG H B M 19 5 9 P G 14 1 D B 3 2 18 P G 3 6 0 PARTNERSHIP O’NEAL FAMILY N 75 2 5 ’11" W 14.28’ S 2 9 0 4 ’5 7 " W 4 7 .5 3 ’ N 8749’18" E115.20’N 8750’42" E114.98’S 0228’15" E 104.81’S 0221’00" E 104.86’N 8755’59" E88.98’N 8746’41" E178.53’S 13 09’11" W128.89’S 0213’55" E 160.22’ N 00 09’18" E 230.01’ S 74 43’0 0 " E 273.78’ E IP EIP EIP EIP EIPR/W MON R / W MO N R / W MO N R / W MO N R / W MO N R / W MO N R / W MO N R/W MONEXISTING R/W E X IS T IN G R/ W E X I S T IN G R/W E XIS T IN G R / W E X IS T IN G R/ W E XIS T IN G R / W EXISTING R/W S O U T H W I LM I N G T O N S T R E E T S O U T H W I LM IN G T O N S T R E E T B M 19 9 6 P G 15 2 4 D B 5 0 6 7 P G 3 8 7 BM 1996 PG 1524 DB 5067 PG 387 BM 1996 PG 1524 DB 5067 PG 387 BM 1996 PG 1524 DB 5067 PG 387 3 0 ’ C P & L E A S E ME N T B M 2 0 0 4 P G 15 2 5 C U R B G U A R D R A I L G U A R D R A I L G U A R D R A I L v B R ID G E B R ID G E IN V = 2 3 3 .13 ’ 15" CMP 15 " CMP T O P = 2 5 8 . 6 1’ 15" CMP INV=253.62’15" CM P T O P = 2 6 0 .2 2 ’ D I IN V O U T = 2 5 7 .12 ’ DI D I IN V O U T = 2 5 0 . 18 ’ INV=244.31’D II N V O U T = 2 5 7 . 2 4 ’ TOP=262.55’INV OUT=259.15’DI T O P = 2 6 1. 0 7 ’ I N V = 2 3 5 . 0 6 ’ T O P = 2 5 5 .5 5 ’ IN V O U T =2 5 2 .2 0 ’ 6 " D IP 12" U N K N O W N 12" D I P 2 0 " C I 4 " P L A S T IC 4 " P L A S T IC 2 " P L A S T IC 15" CMP I N V = 2 2 7 . 5 1 ’ I N V O U T = 2 6 1. 0 6 ’ T O P = 2 6 3 . 7 2 ’ D I 15" CMP 18" R C P 15 " R C P IN V = 2 3 5 .0 3 ’ (15 " C MP ) T O P = 2 3 7 .5 0 ’ D I IN V = 2 3 3 .4 7 ’ (15 " R C P ) IN V = 2 3 3 .4 1’ (O U T ) IN V = 2 3 4 .5 1’ T O P = 2 3 6 .6 8 ’ D I T O P = 2 3 7 .8 3 ’ IN V = 2 3 5 .2 1’ C B 15" R C P 18" R C P IN V = 2 2 9 .7 0 ’ IN V = 2 2 8 .9 9 ’ T O P = 2 3 4 .0 4 ’ D I 18 " R C P C F F F F C F F NAD 83/ NSRS 2007 (T Y P I C A L ) E S T 4 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P D R A I N A G E R E A C H E S D I F L U M E A N D E N S U R E R E T A I N E X I S T C O N C R E T E FILL SLOPE (TYPICAL)TEMPORARY WIDENINGFILL S L O P E ( T Y P I C A L ) TEM P O R A R Y W I D E N I N G F O R T E M P O R A R Y D R A I N A G E O R I N S T A L L F I N A L C O N D I T I O N R E T A I N E X I S T S T R U C T U R E FO R T E M P O R A R Y D R A I N A G E O R I N S T A L L F I N A L C O N D I T I O N RE T A I N E X I S T S T R U C T U R E E S T 5 S Y G E O ES T 1 T O N C L A S S ’ B ’ R I P R A P N O D E C K D R A I N S R E Q U I R E D S T A . 3 4 2 + 0 5 T O 3 4 5 + 4 5 TE M P O R A R Y B A R R I E R F R O M F R O M F L O W I N G T H R O U G H CO N T R A C T O R T O K E E P W A T E R A N D G U T T E R IN T O E X I S T I N G C U R B T O B E I N S T A L L E D FU N N E L D R A I N (T Y P I C A L ) 1 2 " O F R A M P C O N S T R U C T I O N P H A S I N G C O N D I T I O N B A S E D O N D R A I N A G E F O R T E M P O R A R Y U S E E X I S T I N G A N D F I N A L T O B L I N D T B J B C O N V E R T E X I S T 2 G I T O B L I N D T B J B C O N V E R T E X I S T 2 G I 18 " C M P T E M P O R A R Y E S T 7 S Y G E O E S T 2 T O N C L A S S ’ B ’ R I P R A P O R R E M O V E T O B L I N D T B J B C O N V E R T E X I S T 2 G I IN S T A L L E D O U T L E T P I P E T O B E S T U C T U R E A N D F I N A L C O N D I T I O N F U N N E L D R A I N O R F O R L O C A T I O N S R E Q U I R E D S E E S H E E T 2 - D 3 9 - 6 " D I A . D E C K D R A I N S R E T A I N D I SE E D E T A I L A / S H E E T 2 - C SP E C I A L C U T D I T C H S E E D E T A I L F / S H E E T 2 - C E S T 4 0 S Y P S R M TO E P R O T E C T I O N SE E D E T A I L ( T Y P ) FU N N E L D R A I N FU N N E L A N D C O N V E R T D I T O B L I N D J B 1 5 " R C P T B 2 G I 1 5 " R C P 2 G I D I T O B L I N D T B J B C O N V E R T E X I S T W A T E R I N T O G O R E A R E A O R C U T C U R B T O A L L O W T O F L O W T O E X I S T S T R U C T U R E A L L O W R A M P D R A I N A G E G R A D E T O D R A I N R E M O V E E X I S T 2 G I 3 5 8 + 4 5 B E G I N S B G 15 " R C P - I V T B J B T O P R O P 2 G I C O N V E R T E D B L I N D 1 8 " R C P - I V C O N N E C T C O N N E C T O R S R O D S , & L U G 1 8 " W / E L B O W S , SY S T E M T I E T O E X I S T C O N N E C T O R S R O D , & L U G 1 5 " W / E L B O W S , E S T 5 S Y G E O E S T 1 T O N CL A S S ’ B ’ R I P R P A S T A . 3 4 5 + 3 5 B E G I N S B G 2 G I T O B L I N D T B J B C O N V E R T E X I S T S T A . 3 4 7 + 9 7 E N D S B G T B J B T O P R O P 2 G I C O N V E R T E D B L I N D 1 5 " R C P - I V C O N N E C T SE E D E T A I L F / S H E E T 2 - C E S T 1 1 5 S Y P S R M T O E P R O T E C T I O N M ATCHLIN E SHEET 24 -L1- STA. 332+00.00 M ATCHLIN E SHEET 26 -L1- STA. 359+00.00 M A T C H L I N E S H E E T 4 3 - Y 9 - S T A . 1 5 + 5 0 . 0 0 M A T C H L I N E S H E E T 4 4 - Y 9 - S T A . 3 0 + 0 0 . 0 0 TO PLO T FULL SIZE 62"X34" REVISIONS6/2/9926-NOV-2013 16:22I5338_Rdy_psh_25.dgn$$$$USERNAME$$$$ D E S I G N E D B Y : C H E C K E D B Y : P L A N S 0 G R A P H I C S C A L E C O U N T Y : L O C A T I O N : T I P N O . : D A T E : H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . PR O J E C T R E F E R E N C E N O . IN C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N DO N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 2 5 I - 5 3 3 8 / I - 5 3 1 1 2 5 5 0 5 0 1 0 0 -RP9C- CURVE DATA-LP9C- CURVE DATAST = 51.06’PIs Sta 13+10.51FLs = 150.00’LT = 101.16’PI Sta 17+03.85DL = 646.57’T = 344.50’R = 161.00’PIs Sta 20+56.98FLs = 150.00’LT = 101.16’ST = 51.06’PI Sta 15+87.16DL = 990.91’T = 525.40’R = 1,205.00’PIs Sta 21+19.37FLs = 200.00’LT = 133.38’ST = 66.71’PI Sta 26+05.79DL = 128.36’T = 66.07’R = 220.00’V = 50 MPHV = 15 MPHSE = 03SE = 07V = 27 MPHSE = 08 -RP9BSPUR- CURVE DATA -RP9B- CURVE DATAPI Sta 10+12.80DL = 25.59’T = 12.80R = 1,518.00’PI Sta 16+35.12DL = 289.38’T = 145.12’R = 1,530.00’PIs Sta 13+85.12PI Sta 16+63.32DL = 1,172.36’T = 637.73’R = 1,200.00’V = 56 MPHV = 56 MPHV = 50 MPH PIs Sta 18+29.39FLs = 150.00’LT = 100.01’ST = 50.01’SE = 07SE = 07 SE = 07 PI Sta 22+75.98DL = 329.35’T = 171.60’R = 475.00’PIs Sta 20+46.25ST = 58.52’V = 29 MPHSE = 06 Ls = 175.00’LT = 116.87’Ls = 315.00’LT = 210.12’ST = 105.11’FF P I S t a 3 1 + 7 2 . 3 5 DL = 7 2 7 . 3 6 ’ T = 3 6 4 . 3 6 ’ R = 4 , 8 5 0 . 0 0 ’ - Y 9 - C U R V E D A T A P I S t a 3 5 4 + 8 8 . 4 0 DL = 1 , 0 5 4 . 0 7 ’ T = 5 3 0 . 4 1 ’ R = 3 , 8 1 9 . 7 2 ’ V = 7 5 M P H S E = 0 6 - L 1 - C U R V E D A T A P I s S t a 3 4 0 + 2 1 . 6 2 FL s = 4 2 0 . 0 0 ’ L T = 2 8 0 . 0 8 ’ S T = 1 4 0 . 0 7 ’ P I s S t a 3 4 8 + 5 8 . 0 1 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 0 2 ’ S T = 1 0 0 . 0 1 ’ S T = 6 6 . 7 7 ’ P I s S t a 1 6 + 1 8 . 4 4 FL s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 4 ’ - R P 9 D - C U R V E D A T A - R P 9 A - C U R V E D A T A P I S t a 1 0 + 2 4 . 4 6 L = 4 8 . 9 2 ’ T = 2 4 . 4 6 R = 3 , 7 6 0 . 7 2 ’ P I s S t a 1 1 + 5 5 . 4 2 FL s = 1 8 0 . 0 0 ’ L T = 1 0 6 . 5 0 ’ S T = 7 3 . 6 5 ’ P I S t a 1 8 + 9 6 . 2 5 DL = 1 , 1 9 9 . 6 7 ’ T = 6 6 7 . 3 3 ’ R = 1 , 1 0 0 . 0 0 ’ F P I s S t a 2 5 + 1 2 . 0 8 L s = 1 8 0 . 0 0 ’ S T = 8 3 . 4 9 ’ R = 1 , 7 2 5 . 0 0 ’ P I S t a 2 7 + 5 3 . 6 1 DL = 2 8 9 . 3 6 ’ T = 1 4 5 . 0 2 ’ P I S t a 2 0 + 0 0 . 5 2 DL = 6 0 1 . 0 8 ’ T = 3 1 5 . 5 2 ’ R = 8 0 0 . 0 0 ’ P I S t a 2 5 + 3 3 . 2 8 DR = 1 , 1 4 5 . 0 0 ’ V = 7 6 M P H V = 5 8 M P H V = 5 3 M P H V = 5 1 M P H V = 5 9 M P H L T = 9 6 . 7 8 ’ L = 4 8 6 . 9 3 T = 2 4 7 . 2 0 S E = 0 8 S E = 0 5 S E = 0 8 S E = 0 8 - R P 9 A S P U R - C U R V E D A T A L = 6 5 . 4 2 ’ P I S t a 1 4 + 6 4 . 5 5 DT = 3 2 . 7 8 ’ R = 4 0 0 . 0 0 ’ D V = 1 5 M P H S E = 0 3 S E = 0 6 F P I s S t a 2 9 + 6 4 . 6 4 L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 6 ’ S T = 6 6 . 6 9 ’ -RP9BT- CURVE DATAPI Sta 10+50.99L = 101.97’T = 50.99’R = 2,928.00’PIs Sta 11+81.98FLs = 240.00’LT = 160.01’ST = 80.01’PIs Sta 15+02.73FLs = 240.00’LT = 160.76’ST = 80.69’PI Sta 17+26.11DL = 276.70’T = 144.14’R = 400.00’ P I S t a 1 9 + 4 9 . 0 9 DL = 1 7 2 . 3 0 ’ T = 9 0 . 4 2 ’ R = 2 3 0 . 0 0 ’ V = 56 MPHV = 35 MPH V = 2 5 M P H D GRAU 350 TL-3 TYPE B-7 7 C AT-1 TYPE B-77 T Y P E B - 7 7 TYPE B- 7 7 TYPE B- 7 7 ATTEN U ATO R CAT-1 T YP E B - 7 7 TYP E B - 7 7 TYP E B- 7 7 EXIST. EOTEXIST. EOT E X I S T . E O T E X I S T . E O T E X I S T . E O T E X I S T . E O T E X I S T . E O T - R P 9 D - S T A . 1 4 + 2 1 . 2 1 ( 3 0 . 3 7 ’ L T ) - L 1 - S T A . 3 5 4 + 5 0 . 0 0 ( 1 1 2 . 0 0 ’ R T ) R E T A I N I N G W A L L R W R 5 E N D P E R M A N E N T W A L L PR O P . R E T A I N I N G S T A . 3 5 6 + 2 5 . 0 0 ( 8 7 . 8 8 ’ L T ) R E T A I N I N G W A L L R W L 5 B E G I N P E R M A N E N T S T A . 3 5 6 + 5 0 . 0 0 ( 8 8 . 4 5 ’ L T ) R E T A I N I N G W A L L R W L 5 E N D P E R M A N E N T T Y P E B-77 TYP E B - 7 7 +00.0084’ 84’ 84’+78.77 84’ 84’ 84’ 84’ 84’+55.51 93’ 95’ STA. 332+75.72END TEMP. WIDENINGSTA. 332+75.77BEGIN TEMP. WIDENING S T A . 3 4 3 + 0 6 . 2 6 E N D T E M P . W I D E N I N G S T A . 3 4 2 + 1 5 . 1 7 B E G I N T E M P . W I D E N I N G S T A . 3 4 1 + 3 2 . 2 1 E N D T E M P . W I D E N I N G 84’ 84’ 84’ 84’ 84’ S T A . 3 4 8 + 6 2 . 8 7 E N D T E M P . W I D E N I N G 84’ 84’ S T A . 3 5 3 + 0 9 . 0 9 E N D T E M P . W I D E N I N G S T A . 3 5 4 + 7 7 . 6 0 B E G I N T E M P . W I D E N I N G S T A . 3 5 6 + 5 2 . 7 8 E N D T E M P . W I D E N I N G 82’ 93’ S T A . 3 5 6 + 7 8 . 2 0 E N D T E M P . W I D E N I N G 84’ S T A . 3 5 2 + 1 5 . 7 4 E N D T E M P . W I D E N I N G S T A . 3 5 8 + 2 0 . 3 9 B E G I N T E M P . W I D E N I N G S T A . 3 4 8 + 2 2 . 3 6 E N D T E M P . W I D E N I N G S T A . 3 4 9 + 4 7 . 4 3 B E G I N T E M P . W I D E N I N G S T A . 3 4 9 + 9 9 . 5 1 B E G I N T E M P . W I D E N I N G E X I S T . E O T S T A . 3 4 5 + 0 6 . 4 5 B E G I N T E M P . W I D E N I N G S T A . 3 5 8 + 3 8 . 2 1 B E G I N T E M P . W I D E N I N G - R P 9 D - S T A . 1 7 + 1 4 . 2 3 ( 2 4 . 1 8 ’ L T ) - L 1 - S T A . 3 5 1 + 7 5 . 0 0 ( 1 5 9 . 1 7 ’ R T ) R E T A I N I N G W A L L R W R 5 B E G I N P E R M A N E N T S T A . 3 4 5 + 4 9 . 7 7 B E G I N T E M P . W I D E N I N G S T A . 3 5 5 + 1 1 . 9 5 B E G I N T E M P . W I D E N I N G S T A . 3 4 2 + 6 4 . 5 7 E N D T E M P . W I D E N I N G TYPE B-7 7 ATTEN U ATO R -L1--RP9C--RP9B--L1- CS Sta. 338+81.54 -RP9BSPUR- - R P 9 B - -Y9- HAMMOND RD - L P 9 C - P O T S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ R T ) - L 1 - P O T S t a . 3 4 5 + 1 0 . 0 0 = - RP9 D- - R P 9 D - P O T S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ R T ) - L 1 - P O T S t a . 3 5 9 + 0 0 . 0 0 = -Y10- GARNER RD - Y 1 0 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 1 0 - P O T S t a . 1 5 + 6 7 . 8 7 - L 1 - T S S t a . 3 4 6 + 5 8 . 0 0 -RP9ASPUR-- L 1 - S C S t a . 3 4 9 + 5 8 . 0 0 -RP9A- - R P 9 A - - R P 9 A - P C S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ L T ) - L 1 - P O T S t a . 3 5 7 + 0 0 . 0 0 = - R P 9 D- -RP9C- - L P 9 C - - LP 9 C- - L 1- - L 1 - S T S t a . 3 4 3 + 0 1 . 5 4 25 -RP9BSPUR- PC Sta. 10+00.00 (12.00’ LT)-RP9B- POC 16+50.00 = -RP9B- SC Sta. 21+ 0 4 . 3 8 -RP9BSPUR- PCC Sta. 10+25.59-RP9B- CS Sta. 17+79.38 -RP9B- SRS Sta. 19+29.38 - R P 9 B - P T S t a . 2 4 + 3 3 . 7 3 -RP9B- SC Sta. 14+90.00 - R P 9 A S P U R - P O T S t a . 1 0 + 0 0 . 0 0 ( 0 . 0 0 ’ ) - R P 9 A - P O T S t a . 1 8 + 7 0 . 0 0 = - R P 9 A - C S S t a . 2 4 + 2 8 . 5 9 - R P 9 A - S C S t a . 2 6 + 0 8 . 5 9 - R P 9 B - P O T S t a . 2 5 + 4 5 . 2 2 ( 0 . 0 0 ’ ) - Y 9 - P O T S t a . 1 8 + 4 0 . 0 0 = - R P 9 A S P U R - P O T S t a . 1 6 + 0 0 . 3 9 ( 0 . 0 0 ’ ) - Y 9 - P O T S t a . 1 8 + 4 0 . 0 0 = - R P 9 A S P U R - P T S t a . 1 4 + 9 7 . 1 9 - R P 9 A S P U R - P C S t a . 1 4 + 3 1 . 7 7 - L P 9 C - S T S t a . 2 1 + 5 5 . 9 2 ( 5 7 . 0 0 ’ R T ) - Y 9 - P O T S t a . 2 4 + 3 8 . 4 1 = - L P 9 C - S C S t a . 1 3 + 5 9 . 3 5 - L P 9 C - T S S t a . 1 2 + 0 9 . 3 5 - L P 9 C - C S S t a . 2 0 + 0 5 . 9 2 - R P 9 A - C S S t a . 1 0 + 4 8 . 9 2 - R P 9 A - S C S t a . 1 2 + 2 8 . 9 2 - R P 9 D - T S S t a . 1 4 + 8 5 . 0 0 - R P 9 D - S C S t a . 1 6 + 8 5 . 0 0 - R P 9 D - P C C S t a . 2 2 + 8 6 . 0 8 B A D C - Y 9 - P O T S t a . 2 3 + 3 4 . 3 4 - L 1 - P O T S t a . 3 4 4 + 0 2 . 1 9 = - Y 1 0 - P O T S t a . 1 2 + 8 0 . 5 7 - L 1 - P O C S t a . 3 5 7 + 4 9 . 1 4 = -RP9A- 1 5 + 0 0 15+00 355+00 350+00 20+00 20+00 340+00 345+00 2 0 + 0 0 20+00 15+00 15+00 3 0 + 0 0 -RP9C- CS Sta. 20+52.66-RP9C- ST Sta. 22+52 . 6 6 - R P 9 C - P C S t a . 2 5 + 3 9 . 7 2 S t a . 2 6 + 6 8 . 0 8 - R P 9 C - P T - R P 9 C - P 0 T S t a . 2 7 + 4 7 . 4 7 ( 0 . 0 0 ’ ) - Y 9 - P O T S t a . 2 7 + 4 8 . 0 8 = - Y 9 - P T S t a . 2 8 + 0 7 . 9 8 20+00 2 5 + 0 0 335+0015+00 2 5 + 0 0 15+ 00 H Y D R A U L I C D A T A = 0 . 8 8 HW / D = 2 5 1 . 3 2 ’ H W E L E V A T I O N = 3 . 9 C F S Q 5 0 = 1 . 1 A C D R A I N A G E A R E A 2 5 0 1 2 5 0 2 2 5 0 3 2 5 0 4 2 5 0 5 2 5 0 6 2 5 0 7 2 5 0 8 2 5 0 9 2 5 1 0 2 5 1 1 T E M P O R A R Y 1 8 " C M P RRR RRR QQQ QQQ 2 5 1 4 2 5 1 3 2 5 1 2 T B 2 G I T B 2 G I T B 2 G I T B 2 G I T B 2 G I H H T H H H H H H H H H H H H M A R K E R F O H H S EOI 8 " U N K N O W N 12" UNKNOWN 4 " S T E E L 3" STEEL 3" STEEL RALEIGH PORTFOLIO SL LLCBM 2004 PG 1525DB 11778 PG 2022RALEIGH P O R T F O L I O S L L L C BM 2 0 0 4 P G 15 2 5 DB 117 7 8 P G 2 0 2 2 CITY OF RALEIGHBM 1959 PG 141DB 3218 PG 360 CITY OF RALEIGHBM 1959 PG 141DB 3218 PG 360 O F A M E R I C A U N I T E D S T A T E S N O D E E D O N R E C O R D N O R T H C A R O L I N A S T A T E O F N O D E E D O N R E C O R D A L L I E D I N S T A L L A T I O N L L C B M 19 4 6 P G 3 1 D B 13 2 6 6 P G 2 10 & C O M P A N Y J O E M O O R E & C O M P A N Y J O E M O O R E B M 19 4 6 P G 10 D B 19 5 2 P G 6 2 9 S MI T H M A S O N N A R G R E T T A B M 19 5 7 P G 7 4 D B 14 6 8 6 P G 18 0 6 B M 19 5 7 P G 7 4 D B 10 3 3 6 P G 5 4 4 H O L L O W A Y E N O C H B M 19 4 6 P G 10 D B 18 6 4 P G 3 11 S 0140’04" W 125.73’ S 0140’04" W 125.73’ S 7439’59" E1178.40’ N 03 12’19" E 120.00’ N 8935’00" E354.75’N 2840’00" W 215.85’N 3000’00" W18.25’S 1100’00" E 28.16’ S 8 9 0 9 ’ 3 0 " E 2 4 9. 7 6 ’ N 0014’51" W 250.54’ E I P E I P S 8 8 3 3 ’ 0 0 " E 15 0 . 0 0 ’ E I P E I P R/ W MO N R/ W M O N R/ W M O N R/ W M O N R/ W M O N R/ W MO N R/ W M O N R/ W M O N R/W MO N R/W MON EXISTING R/W EXISTING R/W E XISTIN G R/ W EXISTING R/W E XIS T IN G R/ W E XIS T IN G R/ W E XIS T IN G R/ W EXISTING R/W EXISTING R/W E X I S T I NG R/ W E XIS T IN G R/ W EXISTING R/W EXISTING R/W E X I S T I N G R/ W EXIST ING R/W EXISTING R/W E XIS T IN G R R S P U R - L IN E R/ W B M 19 4 6 P G 10 EXISTING RR R/W BM 1946 PG 31 EXISTING R/W BM 1946 PG 10 GARNER ROAD GARNER ROAD B M 2 0 0 0 P G 6 6 4 P E R M A N E N T D R AI N A G E E A S E M E N T B M 2 0 0 0 P G 6 6 5 P E R MA N E N T D R AIN A G E E A S E M E N T 30’ CP&L EASEMENT BM 2004 PG 1525 50’ CP&L EASE MENT NCDOT PROJ#8.1475501 GUARDRAIL GUARDRAIL GUARDRAIL GUARDRAIL GUAR DRAIL G U A R DR A IL G U A R D R A I L G U A R DR AIL GU ARDRA IL GUARDRAIL GUARDRAILGUARDRAILI440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BSTCURB CURB CURB VARIBLE WIDTH CONC HAMMOND RD. RAMP 2 3’ CONC H A M M OND RD. RAM P 2 3 ’ CONC HAMMOND RD. R AMP VARIBLE WIDTH CONC H AMMOND RD. RAMP 2 3 ’ C ON C H AMMON D R D. R A M P 23’ CONC HAMMOND RD. RAMP BL-19 BL-20v BRIDGE BRIDGE B R IDGE B R IDGE B R I D GE B R I D G E B R IDG E B R ID G E BRIDGE 15 " R C P T O P = 2 7 9 . 7 8 ’ T O P = 2 7 9 . 2 7 ’ T OP =2 8 1.0 4 ’ 15" RCP TOP=278.96’ TOP=256.30’ 15" RCP TOP=257.02’ 15" R C P TOP=250.27’ TOP=249.20’ TOP=2 6 4 .8 2 ’ TOP=260.44’TOP=259.39’15" RCP T OP =27 2.3 8 ’ T O P = 2 7 6 .2 4 ’ 18" RCPT O P =2 76 .8 3 ’ T OP =2 7 8 .7 3 ’ T OP =2 7 5 .3 9 ’ 15" CMP TOP=272.60’ INV=25 1.8 9 ’ TOP=256.11’ 15 " C MP 15" CMP 1 5 " C M P T OP =2 7 8 .11’ 15" RCP I N V = 2 6 0 . 4 1’ T O P = 2 7 5. 0 0 ’ 18" CMP 15" RCP T O P = 2 7 6 . 4 0 ’ DII N V O U T = 2 7 2. 3 0 ’ IN V IN = 2 7 0 . 6 5 ’ I N V O U T = 2 7 0 . 0 6 ’ C B INV IN = 2 7 5 . 4 7 ’ IN V O U T = 2 7 4 . 7 2 ’ D I IN V O U T = 2 7 6 . 9 4 ’ D I INV=2 5 8 .7 4’ CB INV O UT=2 72 .39 ’ DIINV OUT=269.60’ FOUND END NOT TOP=253.17’ DI INV OUT=253.21’ INV IN=249.67’ INV IN=249.82’ INV OUT=249.59’ DI DIINV OUT=275.64’ DI INV OUT=253.26’ INV IN=251.92’ INV OUT=251.67’ DI INV OUT =2 7 4 .2 9 ’ D I IN V IN = 2 7 2 .3 9 ’ INV OUT =2 7 2 .14 ’ D I INV OUT =2 7 1.9 8 ’ D I D I INV IN=2 7 1.0 9 ’ INV O U T =2 7 1.0 4 ’ INV OUT =2 7 2 .3 5 ’ D I INV OUT=246.37’DI INV IN=245.25’ DI INV O U T = 2 6 9 .2 3’ D I INV OUT =2 6 0 .0 0 ’ DIINV OUT=257.34’DI INV=254.98’INV OUT=256.04’DI IN V = 2 6 0 . 4 3 ’ D I T O P =2 3 7 .2 8 ’ INV IN=2 3 4 .0 3 ’ INV OUT =2 3 3 .3 8 ’ (B U RIED S T RUCT UR E) END NOT F O U ND INV OUT=244.97’ H H T H H H H H H H H H H H H M A R K E R F O H H S EOI 8 " U N K N O W N 12" UNKNOWN 4 " S T E E L 3" STEEL 3" STEEL APPROX 5’ DEEP)(PIPE IS BUIRED POSSIBLE 15" RCP 15" CMP IN V = 2 6 7 . 3 2 ’ 15" CMP INV=2 5 4 . 2 2 ’ T O P = 2 7 4 . 0 7 ’ D I 18" CMP IN V = 2 5 4 . 6 5 ’ 15" RCP IN V = 2 5 4 . 1 8 ’ INV=218 .0 2 ’ INV=217 .9 5’ 15" CMP I N V = 2 6 2 . 6 5 ’ 15" RCP IN V = 2 7 0 . 4 6 ’ T O P = 2 7 3 . 5 6 ’ D I IN V = 2 3 1 . 0 5 ’ 12" CMP IN V = 2 3 0 . 1 3 ’ IN V = 2 2 6 . 4 3 ’ IN V = 2 2 5 . 9 5 ’ T O P = 2 3 3 . 8 5 ’ D I 24 " C M P I N V = 2 2 6 . 0 5 ’ 24 " C MP 15" RCPIN V = 2 3 7 . 0 3 ’ INV=235.89’15" RCP INV=22 1.17 ’ INV=2 21.2 5 ’ INV=222.87’APPROX 3’ DEEP)(PIPE IS BURIEDPOSSIBLE 30" RCP15" CMP INV=236.52’ 18" RCP I N V = 2 3 7. 4 5 ’ T O P = 2 4 3. 5 5 ’ D I 15" RCP S U RF AC E DRAIN INV IN=2 7 2 .0 3 ’ 15" RCP IN V = 2 7 0 . 8 7 ’ ( I N ) IN V = 2 7 0 . 3 6 ’ ( O U T ) 15 " RCP EX P AVED DITCH 15" CMP E X D I 2 @ 9’X9’ RCBC 2 @ 9’X9’ RCBC 2 @ 9 ’X9’ RCBC 1 5 " 15" 2 @ 9’X 9 ’ RCBC 2 @ 9 ’X9 ’ RCBC 15 " CMP 18" RCP C F F F F F F F F F F F F C F F C C C F F F FFF F F F F CC C C C C F F F C F F F F F FF (T Y P I C A L ) E S T 4 S Y G E O E S T 1 T O N C L A S S ’ B ’ R I P R A P D R A I N A G E R E A C H E S D I F L U M E A N D E N S U R E R E T A I N E X I S T C O N C R E T E FILL SLOPE (TYPICAL)TEMPORARY WIDENINGFILL S L O P E ( T Y P I C A L ) TEM P O R A R Y W I D E N I N G F O R T E M P O R A R Y D R A I N A G E O R I N S T A L L F I N A L C O N D I T I O N R E T A I N E X I S T S T R U C T U R E FO R T E M P O R A R Y D R A I N A G E O R I N S T A L L F I N A L C O N D I T I O N RE T A I N E X I S T S T R U C T U R E E S T 5 S Y G E O ES T 1 T O N C L A S S ’ B ’ R I P R A P N O D E C K D R A I N S R E Q U I R E D S T A . 3 4 2 + 0 5 T O 3 4 5 + 4 5 TE M P O R A R Y B A R R I E R F R O M F R O M F L O W I N G T H R O U G H CO N T R A C T O R T O K E E P W A T E R A N D G U T T E R IN T O E X I S T I N G C U R B T O B E I N S T A L L E D FU N N E L D R A I N (T Y P I C A L ) 1 2 " O F R A M P C O N S T R U C T I O N P H A S I N G C O N D I T I O N B A S E D O N D R A I N A G E F O R T E M P O R A R Y U S E E X I S T I N G A N D F I N A L T O B L I N D T B J B C O N V E R T E X I S T 2 G I T O B L I N D T B J B C O N V E R T E X I S T 2 G I 18 " C M P T E M P O R A R Y E S T 7 S Y G E O E S T 2 T O N C L A S S ’ B ’ R I P R A P O R R E M O V E T O B L I N D T B J B C O N V E R T E X I S T 2 G I IN S T A L L E D O U T L E T P I P E T O B E S T U C T U R E A N D F I N A L C O N D I T I O N F U N N E L D R A I N O R F O R L O C A T I O N S R E Q U I R E D S E E S H E E T 2 - D 3 9 - 6 " D I A . D E C K D R A I N S R E T A I N D I SE E D E T A I L A / S H E E T 2 - C SP E C I A L C U T D I T C H S E E D E T A I L F / S H E E T 2 - C E S T 4 0 S Y P S R M TO E P R O T E C T I O N SE E D E T A I L ( T Y P ) FU N N E L D R A I N FU N N E L A N D C O N V E R T D I T O B L I N D J B 1 5 " R C P T B 2 G I 1 5 " R C P 2 G I D I T O B L I N D T B J B C O N V E R T E X I S T W A T E R I N T O G O R E A R E A O R C U T C U R B T O A L L O W T O F L O W T O E X I S T S T R U C T U R E A L L O W R A M P D R A I N A G E G R A D E T O D R A I N R E M O V E E X I S T 2 G I 3 5 8 + 4 5 B E G I N S B G 15 " R C P - I V T B J B T O P R O P 2 G I C O N V E R T E D B L I N D 1 8 " R C P - I V C O N N E C T C O N N E C T O R S R O D S , & L U G 1 8 " W / E L B O W S , SY S T E M T I E T O E X I S T C O N N E C T O R S R O D , & L U G 1 5 " W / E L B O W S , E S T 5 S Y G E O E S T 1 T O N CL A S S ’ B ’ R I P R P A S T A . 3 4 5 + 3 5 B E G I N S B G 2 G I T O B L I N D T B J B C O N V E R T E X I S T S T A . 3 4 7 + 9 7 E N D S B G T B J B T O P R O P 2 G I C O N V E R T E D B L I N D 1 5 " R C P - I V C O N N E C T SE E D E T A I L F / S H E E T 2 - C E S T 1 1 5 S Y P S R M T O E P R O T E C T I O N M ATCHLIN E SHEET 24 -L1- STA. 332+00.00 M ATCHLIN E SHEET 26 -L1- STA. 359+00.00 M A T C H L I N E S H E E T 4 3 - Y 9 - S T A . 1 5 + 5 0 . 0 0 M A T C H L I N E S H E E T 4 4 - Y 9 - S T A . 3 0 + 0 0 . 0 0 TO PLO T FULL SIZE 62"X34" REVISIONS6/2/9926-NOV-2013 16:22I5338_Rdy_psh_25_phase2.dgn$$$$USERNAME$$$$ D E S I G N E D B Y : C H E C K E D B Y : P L A N S 0 G R A P H I C S C A L E C O U N T Y : L O C A T I O N : T I P N O . : D A T E : H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . PR O J E C T R E F E R E N C E N O . IN C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N DO N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 2 5 I - 5 3 3 8 / I - 5 3 1 1 2 5 5 0 5 0 1 0 0 S T = 6 6 . 7 7 ’ P I s S t a 1 6 + 1 8 . 4 4 FL s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 4 ’ - R P 9 D - C U R V E D A T A P I S t a 2 0 + 0 0 . 5 2 DL = 6 0 1 . 0 8 ’ T = 3 1 5 . 5 2 ’ R = 8 0 0 . 0 0 ’ P I S t a 2 5 + 3 3 . 2 8 DR = 1 , 1 4 5 . 0 0 ’ V = 5 1 M P H V = 5 9 M P H L = 4 8 6 . 9 3 T = 2 4 7 . 2 0 S E = 0 8 S E = 0 8 - R P 9 A - C U R V E D A T A P I S t a 1 8 + 9 6 . 2 5 L = 1 , 1 9 9 . 6 7 ’ T = 6 6 7 . 3 3 ’ R = 1 , 1 0 0 . 0 0 ’ F P I s S t a 2 5 + 1 2 . 0 8 L s = 1 8 0 . 0 0 ’ S T = 8 3 . 4 9 ’ R = 1 , 7 2 5 . 0 0 ’ P I S t a 2 7 + 5 3 . 6 1 DL = 2 8 9 . 3 6 ’ T = 1 4 5 . 0 2 ’ F P I s S t a 2 9 + 6 4 . 6 4 L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 6 ’ S T = 6 6 . 6 9 ’ L T = 9 6 . 7 8 ’ P I S t a 1 0 + 2 4 . 4 6 DL = 4 8 . 9 2 ’ T = 2 4 . 4 6 R = 3 , 7 6 0 . 7 2 ’ P I s S t a 1 1 + 5 5 . 4 2 FL s = 1 8 0 . 0 0 ’ L T = 1 0 6 . 5 0 ’ S T = 7 3 . 6 5 ’ D V = 7 6 M P H V = 5 8 M P H V = 5 3 M P H S E = 0 6 S E = 0 8 S E = 0 5 P I S t a 3 1 + 7 2 . 3 5 DL = 7 2 7 . 3 6 ’ T = 3 6 4 . 3 6 ’ R = 4 , 8 5 0 . 0 0 ’ - Y 9 - C U R V E D A T A - L 1 - C U R V E D A T A P I s S t a 3 4 0 + 2 1 . 6 2 FL s = 4 2 0 . 0 0 ’ L T = 2 8 0 . 0 8 ’ S T = 1 4 0 . 0 7 ’ P I s S t a 3 4 8 + 5 8 . 0 1 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 0 2 ’ S T = 1 0 0 . 0 1 ’ P I S t a 3 5 4 + 8 8 . 4 0 DL = 1 , 0 5 4 . 0 7 ’ T = 5 3 0 . 4 1 ’ R = 3 , 8 1 9 . 7 2 ’ V = 7 5 M P H S E = 0 6 -RP9C- CURVE DATA-LP9C- CURVE DATAST = 51.06’PIs Sta 13+10.51FLs = 150.00’LT = 101.16’PI Sta 17+03.85DL = 646.57’T = 344.50’R = 161.00’PIs Sta 20+56.98FLs = 150.00’LT = 101.16’ST = 51.06’PI Sta 15+87.16DL = 990.91’T = 525.40’R = 1,205.00’PIs Sta 21+19.37FLs = 200.00’LT = 133.38’ST = 66.71’PI Sta 26+05.79DL = 128.36’T = 66.07’R = 220.00’V = 50 MPHV = 15 MPHV = 27 MPH SE = 03SE = 07SE = 08 -RP9BSPUR- CURVE DATA -RP9B- CURVE DATAPI Sta 10+12.80DL = 25.59’T = 12.80R = 1,518.00’PI Sta 16+35.12DL = 289.38’T = 145.12’R = 1,530.00’PIs Sta 13+85.12Ls = 315.00’LT = 210.12’ST = 105.11’PI Sta 16+63.32DL = 1,172.36’T = 637.73’R = 1,200.00’V = 56 MPHV = 56 MPHV = 50 MPH PIs Sta 18+29.39FLs = 150.00’LT = 100.01’ST = 50.01’SE = 07SE = 07 SE = 07 PI Sta 22+75.98DL = 329.35’T = 171.60’R = 475.00’V = 29 MPH PIs Sta 20+46.25FLs = 175.00’LT = 116.87’ST = 58.52’SE = 06 F - R P 9 A S P U R - C U R V E D A T A L = 6 5 . 4 2 ’ P I S t a 1 4 + 6 4 . 5 5 T = 3 2 . 7 8 ’ R = 4 0 0 . 0 0 ’ V = 1 5 M P H S E = 0 3 D V = 5 5 M P H V = 3 7 M P H V = 2 5 M P H - R P 9 B T 2 - C U R V E D A T A L T = 1 4 0 . 0 1 ’ P I s S t a 1 1 + 4 8 . 6 5 FL s = 2 1 0 . 0 0 ’ S T = 7 0 . 0 1 ’ L s = 2 4 0 . 0 0 ’ P I s S t a 1 4 + 4 9 . 2 5 FL T = 1 6 0 . 6 0 ’ S T = 8 0 . 5 5 ’ P I S t a 1 7 + 0 5 . 8 4 DL = 3 3 7 . 6 1 ’ T = 1 7 7 . 2 0 ’ R = 4 5 0 . 0 0 ’ R = 2 3 0 . 0 0 ’ P I S t a 1 9 + 6 1 . 7 1 DL = 1 8 0 . 9 4 ’ T = 9 5 . 4 5 ’ R = 2 , 8 9 6 . 0 0 ’ P I S t a 1 0 + 3 9 . 3 3 L = 7 8 . 6 5 ’ T = 3 9 . 3 3 ’ D P I S t a 1 0 + 5 0 . 8 1 DL = 1 0 1 . 4 8 ’ T = 5 0 . 8 1 ’ R = 8 0 0 . 0 0 ’ P I S t a 1 2 + 3 7 . 1 3 DL = 2 5 4 . 7 9 ’ T = 1 3 5 . 6 5 ’ R = 3 0 0 . 0 0 ’ - R P 9 D T - C U R V E D A T A RALEIGH PORTFOLIO SL LLCBM 2004 PG 1525DB 11778 PG 2022RALEIGH P O R T F O L I O S L L L C BM 2 0 0 4 P G 15 2 5 DB 117 7 8 P G 2 0 2 2 CITY OF RALEIGHBM 1959 PG 141DB 3218 PG 360 CITY OF RALEIGHBM 1959 PG 141DB 3218 PG 360 O F A M E R I C A U N I T E D S T A T E S N O D E E D O N R E C O R D N O R T H C A R O L I N A S T A T E O F N O D E E D O N R E C O R D A L L I E D I N S T A L L A T I O N L L C B M 19 4 6 P G 3 1 D B 13 2 6 6 P G 2 10 & C O M P A N Y J O E M O O R E & C O M P A N Y J O E M O O R E B M 19 4 6 P G 10 D B 19 5 2 P G 6 2 9 S MI T H M A S O N N A R G R E T T A B M 19 5 7 P G 7 4 D B 14 6 8 6 P G 18 0 6 B M 19 5 7 P G 7 4 D B 10 3 3 6 P G 5 4 4 H O L L O W A Y E N O C H B M 19 4 6 P G 10 D B 18 6 4 P G 3 11 S 0140’04" W 125.73’ S 0140’04" W 125.73’ S 7439’59" E1178.40’ N 03 12’19" E 120.00’ N 8935’00" E354.75’N 2840’00" W 215.85’N 3000’00" W18.25’S 1100’00" E 28.16’ S 8 9 0 9 ’ 3 0 " E 2 4 9. 7 6 ’ N 0014’51" W 250.54’ E I P E I P S 8 8 3 3 ’ 0 0 " E 15 0 . 0 0 ’ E I P E I P R/ W MO N R/ W M O N R/ W M O N R/ W M O N R/ W M O N R/ W MO N R/ W M O N R/ W M O N R/W MO N R/W MON EXISTING R/W EXISTING R/W E XISTIN G R/ W EXISTING R/W E XIS T IN G R/ W E XIS T IN G R/ W E XIS T IN G R/ W EXISTING R/W EXISTING R/W E X I S T I NG R/ W E XIS T IN G R/ W EXISTING R/W EXISTING R/W E X I S T I N G R/ W EXIST ING R/W EXISTING R/W E XIS T IN G R R S P U R - L IN E R/ W B M 19 4 6 P G 10 EXISTING RR R/W BM 1946 PG 31 EXISTING R/W BM 1946 PG 10 GARNER ROAD GARNER ROAD B M 2 0 0 0 P G 6 6 4 P E R M A N E N T D R AI N A G E E A S E M E N T B M 2 0 0 0 P G 6 6 5 P E R MA N E N T D R AIN A G E E A S E M E N T 30’ CP&L EASEMENT BM 2004 PG 1525 50’ CP&L EASE MENT NCDOT PROJ#8.1475501 GUARDRAIL GUARDRAIL GUARDRAIL GUARDRAIL GUAR DRAIL G U A R DR A IL G U A R D R A I L G U A R DR AIL GU ARDRA IL GUARDRAIL GUARDRAILGUARDRAILI440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BSTCURB CURB CURB VARIBLE WIDTH CONC HAMMOND RD. RAMP 2 3’ CONC H A M M OND RD. RAM P 2 3 ’ CONC HAMMOND RD. R AMP VARIBLE WIDTH CONC H AMMOND RD. RAMP 2 3 ’ C ON C H AMMON D R D. R A M P 23’ CONC HAMMOND RD. RAMP BL-19 BL-20v BRIDGE BRIDGE B R IDGE B R IDGE B R I D GE B R I D G E B R IDG E B R ID G E BRIDGE 15 " R C P T O P = 2 7 9 . 7 8 ’ T O P = 2 7 9 . 2 7 ’ T OP =2 8 1.0 4 ’ 15" RCP TOP=278.96’ TOP=256.30’ 15" RCP TOP=257.02’ 15" R C P TOP=250.27’ TOP=249.20’ TOP=2 6 4 .8 2 ’ TOP=260.44’TOP=259.39’15" RCP T OP =27 2.3 8 ’ T O P = 2 7 6 .2 4 ’ 18" RCPT O P =2 76 .8 3 ’ T OP =2 7 8 .7 3 ’ T OP =2 7 5 .3 9 ’ 15" CMP TOP=272.60’ INV=25 1.8 9 ’ TOP=256.11’ 15 " C MP 15" CMP 1 5 " C M P T OP =2 7 8 .11’ 15" RCP I N V = 2 6 0 . 4 1’ T O P = 2 7 5. 0 0 ’ 18" CMP 15" RCP T O P = 2 7 6 . 4 0 ’ DII N V O U T = 2 7 2. 3 0 ’ IN V IN = 2 7 0 . 6 5 ’ I N V O U T = 2 7 0 . 0 6 ’ C B INV IN = 2 7 5 . 4 7 ’ IN V O U T = 2 7 4 . 7 2 ’ D I IN V O U T = 2 7 6 . 9 4 ’ D I INV=2 5 8 .7 4’ CB INV O UT=2 72 .39 ’ DIINV OUT=269.60’ FOUND END NOT TOP=253.17’ DI INV OUT=253.21’ INV IN=249.67’ INV IN=249.82’ INV OUT=249.59’ DI DIINV OUT=275.64’ DI INV OUT=253.26’ INV IN=251.92’ INV OUT=251.67’ DI INV OUT =2 7 4 .2 9 ’ D I IN V IN = 2 7 2 .3 9 ’ INV OUT =2 7 2 .14 ’ D I INV OUT =2 7 1.9 8 ’ D I D I INV IN=2 7 1.0 9 ’ INV O U T =2 7 1.0 4 ’ INV OUT =2 7 2 .3 5 ’ D I INV OUT=246.37’DI INV IN=245.25’ DI INV O U T = 2 6 9 .2 3’ D I INV OUT =2 6 0 .0 0 ’ DIINV OUT=257.34’DI INV=254.98’INV OUT=256.04’DI IN V = 2 6 0 . 4 3 ’ D I T O P =2 3 7 .2 8 ’ INV IN=2 3 4 .0 3 ’ INV OUT =2 3 3 .3 8 ’ (B U RIED S T RUCT UR E) END NOT F O U ND INV OUT=244.97’ H H T H H H H H H H H H H H H M A R K E R F O H H S EOI 8 " U N K N O W N 12" UNKNOWN 4 " S T E E L 3" STEEL 3" STEEL APPROX 5’ DEEP)(PIPE IS BUIRED POSSIBLE 15" RCP 15" CMP IN V = 2 6 7 . 3 2 ’ 15" CMP INV=2 5 4 . 2 2 ’ T O P = 2 7 4 . 0 7 ’ D I 18" CMP IN V = 2 5 4 . 6 5 ’ 15" RCP IN V = 2 5 4 . 1 8 ’ INV=218 .0 2 ’ INV=217 .9 5’ 15" CMP I N V = 2 6 2 . 6 5 ’ 15" RCP IN V = 2 7 0 . 4 6 ’ T O P = 2 7 3 . 5 6 ’ D I IN V = 2 3 1 . 0 5 ’ 12" CMP IN V = 2 3 0 . 1 3 ’ IN V = 2 2 6 . 4 3 ’ IN V = 2 2 5 . 9 5 ’ T O P = 2 3 3 . 8 5 ’ D I 24 " C M P I N V = 2 2 6 . 0 5 ’ 24 " C MP 15" RCPIN V = 2 3 7 . 0 3 ’ INV=235.89’15" RCP INV=22 1.17 ’ INV=2 21.2 5 ’ INV=222.87’APPROX 3’ DEEP)(PIPE IS BURIEDPOSSIBLE 30" RCP15" CMP INV=236.52’ 18" RCP I N V = 2 3 7. 4 5 ’ T O P = 2 4 3. 5 5 ’ D I 15" RCP S U RF AC E DRAIN INV IN=2 7 2 .0 3 ’ 15" RCP IN V = 2 7 0 . 8 7 ’ ( I N ) IN V = 2 7 0 . 3 6 ’ ( O U T ) 15 " RCP EX P AVED DITCH 15" CMP E X D I 2 @ 9’X9’ RCBC 2 @ 9’X9’ RCBC 2 @ 9 ’X9’ RCBC 1 5 " 15" 2 @ 9’X 9 ’ RCBC 2 @ 9 ’X9 ’ RCBC 15 " CMP 18" RCP 2 0 3 0 1 5 15 20 15 15 20 25 20 -Y9- HAMMOND RD 335 340 345 350 355 -L1--RP9C--RP9B--RP9B- SC Sta. 14+84.51-RP9C- CS Sta. 20+52.86-RP9C- ST Sta. 22+62.86 - R P 9 C - P C S t a . 2 5 + 6 9 . 3 6 - R P 9 C - P T S t a . 2 6 + 9 9 . 7 3 -RP9B- PT Sta. 19+14.15 -RP9B- PC Sta . 2 0 + 7 6 . 1 5 -L1- CS Sta. 338+81.54-RP9BSPUR- PC Sta. 10+00.00 -RP9BSPUR- PCC Sta. 10+60.62 -RP9BSPUR- - R P 9 B - - R P 9 B - P T S t a . 2 5 + 1 3 . 7 8 -Y9- HAMMOND RD - L P 9 C - P O T S t a . 1 0 + 0 0 . 0 0 ( 6 6 . 0 0 ’ R T ) - L 1 - P O T S t a . 3 4 5 + 1 0 . 0 0 = - L P 9 C - P 0 T S t a . 2 1 + 9 5 . 7 9 - L P 9 C - S T S t a . 2 1 + 6 6 . 1 4 - L P 9 C - C S S t a . 1 9 + 8 6 . 1 4 - L P 9 C - T S S t a . 1 2 + 0 9 . 5 2 - L P 9 C - S C S t a . 1 3 + 5 9 . 5 2 - Y 9 - P C S t a . 2 8 + 0 7 . 9 8 - R P 9 D - P C C S t a . 2 2 + 2 1 . 6 3 - RP9 D- - R P 9 D - S C S t a . 1 6 + 2 1 . 4 8 - R P 9 D - T S S t a . 1 4 + 2 1 . 4 8 - R P 9 D - P O T S t a . 1 0 + 0 0 . 0 0 ( 6 6 . 0 0 ’ R T ) - L 1 - P O T S t a . 3 5 8 + 1 0 . 0 0 = -Y10- GARNER RD - Y 1 0 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 1 0 - P O T S t a . 1 5 + 6 7 . 8 7 - L 1 - T S S t a . 3 4 6 + 5 8 . 0 0 - R P 9 A S P U R - P T S t a . 1 4 + 9 0 . 4 4 - R P 9 A S P U R - P C S t a . 1 4 + 2 4 . 2 6 - R P 9 A S P U R - P 0 T S t a . 1 0 + 0 0 . 0 0 -RP9ASPUR-- L 1 - S C S t a . 3 4 9 + 5 8 . 0 0 -RP9A- - R P 9 A - - R P 9 A - P C S t a . 1 0 + 0 0 . 0 0 ( 6 6 . 0 0 ’ L T ) - L 1 - P O T S t a . 3 5 7 + 0 0 . 0 0 = - R P 9 A - S C S t a . 1 2 + 6 6 . 4 1 - R P 9 A - C S S t a . 1 0 + 6 6 . 4 1 - R P 9 A - C S S t a . 2 3 + 7 2 . 5 0 - R P 9 A - S C S t a . 2 5 + 7 2 . 5 0 - R P 9 D- -RP9C- - L P 9 C- - LP 9 C- - L 1- - R P 9 A S P U R - P 0 T S t a . 1 5 + 9 5 . 5 3 ( O . O O ’ ) - Y 9 - P O T S t a . 1 8 + 4 0 . 0 0 = - R P 9 B - P T S t a . 2 6 + 1 6 . 7 8 ( 0 . 0 0 ’ ) - Y 9 - P O T S t a . 1 8 + 6 8 . 0 0 = - R P 9 C - P 0 T S t a . 2 7 + 8 5 . 7 3 ( 0 . 0 0 ’ ) - Y 9 - P O T S t a . 2 8 + 7 8 . 0 0 = Sta. 12+54.51-RP9B- SRS 10 15 20 - L 1 - T S S t a . 3 4 3 + 0 1 . 5 4 GRAU 350 TL-3 TYPE B-7 7 C AT-1 TYPE B-77 TYPE B-7 7 TYPE B-77 TYPE B- 7 7 ATTEN U ATO R CAT-1 TYP E B- 7 7 T YP E B- 7 7 TYP E B- 7 7 10 15 20 PC Sta. 10+00.00 CS Sta. 10+78.65SRS Sta. 12+88.65 SC Sta. 15+2 8 . 6 5 P R C S t a . 1 8 + 6 6 . 2 6 P T S t a . 2 0 + 4 7 . 2 0 10 PT Sta. 13+04.11 EXIST. EOTEXIST. EOT E X I S T . E O T E X I S T . E O T E X I S T . E O T E X I S T . E O T E X I S T . E O T E X I S T . E O T S T A. 3 5 1+ 7 5 .0 0 ( 15 9 .17 ’ R T ) R E T A IN I N G WALL R WR 5 B E GIN P E R MAN E N T S T A . 3 5 4 + 2 5 .0 0 ( 113 .8 2 ’ R T ) R E T AIN IN G WA LL R WR 5 E N D P E R MAN E N T S T A . 3 5 6 + 2 5 . 0 0 ( 9 0 . 7 3 ’ L T ) R E T A I N I N G W A L L R W L 5 B E G I N P E R M A N E N T S T A . 3 5 6 + 5 0 . 0 0 ( 9 0 . 7 3 ’ L T ) R E T A I N I N G W A L L R W L 5 E N D P E R M A N E N T S T A. 3 5 8 + 2 5. 0 0 ( 9 0. 6 8 ’ L T ) R E T AI NI N G W A L L R W L 6 B E GI N P E R M A N E N T - R P 9 D T - P C S t a . 1 0 + 0 0 . 0 0 - R P 9 D T - P R C S t a . 1 0 + 4 9 . 0 8 H Y D R A U L I C D A T A = 0 . 8 8 HW / D = 2 5 1 . 3 2 ’ H W E L E V A T I O N = 3 . 9 C F S Q 5 0 = 1 . 1 A C D R A I N A G E A R E A 2 5 0 1 2 5 0 2 2 5 0 3 2 5 0 4 2 5 0 5 2 5 0 6 2 5 0 7 2 5 0 8 2 5 0 9 2 5 1 0 2 5 1 1 T E M P O R A R Y 1 8 " C M P 2 5 1 4 2 5 1 3 2 5 1 2 T B 2 G I T B 2 G I T B 2 G I T B 2 G I T B 2 G I H H T H H H H H H H H H H H H M A R K E R F O H H S EOI 8 " U N K N O W N 12" UNKNOWN 4 " S T E E L 3" STEEL 3" STEEL C F F F F F F F F F F F F C F F C C C F F F FFF F F F F CC C C C C F F F C F F F F F FF N AD 83/ N SRS 2007NAD 83/ N SRS 2007 (TYPICAL)EST 4 SY GEO EST 1 TON CLASS ’B’ RIP RAPFILL SLOPE (TYPICAL)TEMPORARY WIDENINGFILL SLOPE (TYPICAL)TEMPORARY WIDENING 1 5 " H D P E E X I S T S Y S T E M W I T H T I E P R O P 2 G I T O 2 G I T Y P E D 1 5 " H D P E (TYPICAL)12" T O B L I N D T B J B C O N V E R T E X I S T D I T O B L I N D T B J B C O N V E R T E X I S T 2 G I TO BLIND TBJB CONVERT EXIST 2GI T O B L I N D T B J B C O N V E R T E X I S T 2 G I F O R L O C A T I O N S R E Q U I R E D S E E S H E E T 2 - D 1 5 - 6 " D I A . D E C K D R A I N S F O R L O C A T I O N S R E Q U I R E D S E E S H E E T 2 - D 9 - 6 " D I A . D E C K D R A I N S T B J B 2 G I T O B L I N D C O N V E R T E X I S T S E E D E T A I L A / S H E E T 2 - C S E C T I O N S F O R E L E V A T I O N S T O 3 8 3 + 5 0 S E E C R O S S D I T C H F R O M 3 6 8 + 5 0 I N S T A L L 1 ’ D E E P S P E C I A L C U T S E E D E T A I L D / S H E E T 2 - C IN S T A L L F A L S E S U M P SEE DETAIL (TYP)FUNNEL DRAIN FUNNEL AND A N D 1 8 " C M P R E M O V E E X I S T 2 G I SY S T E M T I E T O E X I S T S Y S T E M T I E T O E X I S T T B J B T O P R O P 2 G I C O N V E R T E D B L I N D 1 5 " R C P - I V C O N N E C T TBJB TO PROP 2GI CONVERTED BLIND 15" RCP-IV CONNECT EST 5 SY GEO EST 1 TON CLASS ’B’ RIP RAPCONNECTORSROD, & LUG 15" W/ELBOWS, C O N N E C T O R S R O D , & L U G 1 5 " W / E L B O W S , C O N N E C T O R S R O D , & L U G 1 5 " W / E L B O W S , C O N N E C T O R S R O D , & L U G 1 5 " W / E L B O W S , 1 5 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V T O B L I N D T B J B C O N V E R T E X I S T D I S E E T Y P I C A L S E C T I O N N O . 2 S T A . 3 6 5 + 6 0 T O 3 6 6 + 3 0 @ 1 0 ’ O N C E N T E R S F R O M P E R M A N E N T T R A F F I C B A R R I E R P L A C E 8 " X 3 " S L O T S I N S T A . 3 6 5 + 0 0 B E G I N B A R R I E R W A L L S E E T Y P I C A L S E C T I O N N O . 2 S T A . 3 6 5 + 1 0 T O 3 6 6 + 5 0 @ 1 0 ’ O N C E N T E R S F R O M P E R M A N E N T T R A F F I C B A R R I E R P L A C E 8 " X 3 " S L O T S I N S E E T Y P I C A L S E C T I O N N O . 2 S T A . 3 6 8 + 5 0 T O 3 6 9 + 4 0 @ 1 0 ’ O N C E N T E R S F R O M P E R M A N E N T T R A F F I C B A R R I E R P L A C E 8 " X 3 " S L O T S I N S T A . 3 6 9 + 5 0 E N D B A R R I E R W A L L S T A . 3 6 6 + 8 1 W A L L E N D B A R R I E R W A L L S T A . 3 6 6 + 5 5 E N D S B G / B E G I N B A R R I E R S T A . 3 6 6 + 6 2 W A L L E N D B A R R I E R S T A . 3 6 8 + 0 8 W A L L B E G I N B A R R I E R M ATCHLINE SHEET 25 -L1- STA. 359+00.00 M ATCHLIN E SHEET 27 -L1- STA. 373+00.00 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 2 6 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:22I5338_Rdy_psh_26.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -L1- CURVE DATAPI Sta 354+88.40DL = 1,054.07’T = 530.41’R = 3,819.72’PIs Sta 361+12.08FLs = 300.00’LT = 200.02’ST = 100.01’PIs Sta 375+82.24FLs = 300.00’LT = 200.12’ST = 100.10’V = 70 MPH E X I S T . E O T E X I S T . E O T E X I S T . E O T E X I S T . E O T STA. 359+25.00 (100.00’ RT)RETAINING WALL RWR6 BEGIN TEMPORARYSTA. 362+00. 0 0 ( 9 7 . 7 4 ’ R T ) RETAINING W A L L R W R 6 END TEMPOR A R Y S T A . 3 6 9 + 5 0 . 0 0 ( 8 8 . 7 8 ’ L T ) R E T A I N I N G W A L L R W L 7 E N D P E R M A N E N T STA. 3 6 5 + 2 5 . 0 0 ( 8 8 . 6 2 ’ L T ) RETA I N I N G W A L L R W L 6 BEGI N P E R M A N E N T S T A . 3 6 6 + 5 5 . 0 8 ( 8 8 . 6 2 ’ L T ) R E T A I N I N G W A L L R W L 6 E N D P E R M A N E N T S T A . 3 6 5 + 0 0 . 0 0 ( 9 0 . 8 7 ’ R T ) R E T A I N I N G W A L L R W R 7 B E G I N P E R M A N E N T S T A . 3 6 6 + 7 4 . 9 7 ( 8 8 . 6 3 ’ R T ) R E T A I N I N G W A L L R W R 7 E N D P E R M A N E N T W A L L P R OP . R E T AIN I N G W A L L P R OP . R E T A IN IN G W A L L P R O P . R E T A IN IN G S T A . 3 6 8 + 1 3 . 7 2 ( 8 8 . 7 8 ’ L T ) R E T A I N I N G W A L L R W L 7 B E G I N P E R M A N E N T 95’+25.84 84’+20.34 84’+34.9084’ 84’ S T A . 3 6 6 + 6 2 . 4 0 E N D T E M P . W I D E N I N G S T A . 3 6 6 + 8 1 . 2 4 E N D T E M P . W I D E N I N G S T A . 3 6 8 + 0 9 . 4 8 B E G I N T E M P . W I D E N I N G S T A . 3 6 8 + 0 7 . 7 7 B E G I N T E M P . W I D E N I N G T Y P E B - 7 7 -Y11- HADLEY RD -L1- CS Sta. 360+12.07 - L 1 - S T S t a . 3 6 3 + 1 2 . 0 7 -L1- - Y 1 1 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 1 1 - P O T S t a . 1 4 + 6 0 . 4 8 - L 1 - - Y 1 1 - P O T S t a . 1 2 + 7 7 . 4 1 - L 1 - P O T S t a . 3 6 7 + 4 4 . 0 9 = 370+00 365+00 360+0026012602260326042605260 6 2 6 0 7 2 6 0 8 2 6 0 9 2 6 1 0 2 6 1 1 2 6 1 2 2 6 1 3 2 6 1 4 2 6 2 3 2 6 2 0 2 6 1 6 2 6 1 7 2 6 1 8 2 6 1 9 2 6 2 1 2 6 2 2 T T T T T T S S S S S S 2 6 1 5 C B C B 2 G I 2 G I 2 6 2 4 2 6 2 5 2 6 2 6 C B C B C B C B M H J B W / 1 5 " R C P - I V 2 6 2 7 2 6 2 8 1 5 " R C P - I V 1 5 " R C P - I V TB2GI T B 2 G I T B 2 G I T B 2 G I T B 2 G I M H J B W / 6" DIP3" STEEL 3" STEEL 2 " S T E E L 2 " P L A S T IC BM 1963 PG 197DB 7229 PG 435 SOUTHLIGHT INC BM 1957 PG 74DB 10336 PG 544HOLLOWAYENOCHBM 1957 PG 74DB 8832 PG 1946WILLIAMSGLADYS JWALLERSUE LEEBM 1957 PG 74DB 13516 PG 87HARRIS TRUSTKAREN LBM 1957 PG 74DB 2915 PG 183(BACK)BM 1957 PG 74DB 8011 PG 675SMITH RENEEBM 1957 PG 74DB 1291 PG 37HEWITTJ SAMUEL B M 19 5 7 P G 7 4 D B 10 9 0 6 P G 8 2 C O X G WE N D O L Y N W B M 19 5 7 P G 7 4 D B 8 15 0 P G 17 2 5 E L L IO T T P H Y L L IS B M 19 5 7 P G 7 4 D B 2 8 2 7 P G 4 4 1 H IC K S S M IT H N E M E T A B B M 19 5 7 P G 7 4 ( B A C K ) D B 13 0 1 P G 5 13 L IN D S E Y L A W R E N C E A B M 19 5 7 P G 7 4 D B 13 15 3 P G 5 6 9 B R A D L E Y L A WR E N C E G J A C K S O N P R IM R O S E R O G E R S B M 19 5 7 P G 7 4 D B 4 6 6 2 P G 5 5 0 J O Y C E C R E S S B M 19 5 7 P G 7 4 D B 13 7 12 P G 2 6 8 3 W A L T E R C H A V E Z B M 19 5 7 P G 7 5 D B 12 6 9 1 P G 13 19 WIL K IN S , J R H A M L E T B B M 19 5 7 P G 7 5 B M 19 5 7 P G 7 5 H I C K S W IL L IE T B M 19 5 7 P G 7 4 D B 9 12 1 P G 10 8 0 P A R K E R W E T O N A H R IC E B M 19 6 0 P G 3 8 D B 17 5 8 P G 4 0 2 J O N E S W IL L IE E B M 19 6 0 P G 3 8 D B 14 2 9 P G 3 0 7 E V A N S J A M E S P B M 19 6 0 P G 3 8 D B 9 3 5 9 P G 14 0 A L L E N E D N A M M A C H IN G A K IM A R IE B M 19 6 0 P G 3 8 D B 14 6 7 5 P G 2 5 6 7 C U R T IS A U S T IN B M 19 6 0 P G 3 8 D B 2 7 0 5 P G 2 3 3 B M 19 6 0 P G 3 8 D B 2 3 4 6 P G 3 9 1 S C H L IM M E J O H N B M 19 6 0 P G 3 8 D B 13 9 5 4 P G 16 9 8 B M 19 6 0 P G 3 8 D B 118 3 1 P G 7 9 9 P I P K I N R O B I N B M 19 6 0 P G 3 8 D B 9 17 7 P G 2 3 9 6 C O W A N E L N E A T E R H B M 19 6 0 P G 3 8 D B 10 3 8 0 P G 6 3 7 B R Y A N T S A U N D R A M B M 19 6 0 P G 3 8 D B 13 16 6 P G 12 3 5 2 0 0 8 L L C H O M E R E A C H B M 19 6 0 P G 5 9 D B 9 6 5 9 P G 18 5 8 B R Y A N T S A U N D R A M P A R K S R A Y M O N D PRO P ER TY L INE = C L O F BRANCH S 8 3 3 5 ’ 0 7 " W 12 7 . 0 3 ’ S 7 8 4 9 ’ 2 6 " W 16 6 . 6 7 ’ S 6 9 1 6 ’ 1 6 " W 1 5 4. 3 9 ’ N 8 1 5 9 ’ 5 4 " E 13 0 . 3 5 ’ N 12 23 ’22" E 72 .25 ’N 12 09 ’18" E 34 .65 ’ N 2830’37" W 170.42’ N 3251’52" W 99.34’ N 5316’30" E 106.39’ T O E I P 1. 2 0 ’ R / W N 03 12’18" E 120.00’ N 03 12’18" E 120.00’ N 03 12’18" E 120.00’ N 03 12’18" E 120.15’ N 03 12’18" E 120.17’ N 03 12’18" E120.20’N 03 12’18" E120.23’N 03 12’18" E120.00’N 03 12’18" E120.26’N 03 12’07" E120.25’ N 03 07’00" E 119.99’ S 03 07’00" W 119.98’ N 03 07’00" E 119.97’ N 03 07’00" E 119.97’ N 03 07’00" E 119.96’ TO EIP 0.39’ R/W N 1148’06" E 47 .95 ’ N 2526’47" W 182.45’ N 1543’27" W 147.98’ N 0759’41" W 131.23’ N 0033’04" W 126.79’ S 0117’24" W150.00’ E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P E I P EIP EIP R / W M O N R / W MO N EXISTING R/W E X IS T IN G R / W EXISTING R/W EXISTING R/W E X IS T IN G R / W E X IS T IN G R / W E X IS T IN G R / W EXISTING R/W E X IS T IN G R / W E XIS T IN G R / W EXISTING R/W EXISTING R/W8’ DRAINAGE EA S E M E NT B M 19 5 7 P G 7 4 20’ DRAINAGE EASEMENT BM 1957 PG 74 C ALLOWAY D R IVE 6 0 ’ R / W B M 19 5 7 P G 7 4 HADLEY ROAD 60R/W BM 1957 PG 74 2 0 ’ E A S E ME N T B M 19 6 0 P G 3 8 20’ EASEMENT BM 1960 PG 38 20 ’ EASEMENT BM 1960 PG 38 20’ E ASE ME NT B M 1960 P G 38 HADLEY ROAD 60 R/W BM 1960 PG 38 BM 2000 PG 664PERMANENT DRAINAGE EASEMENT GUARDRA I L GUARDRAIL GUARDRAILI440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST C U R B C U R B 2 . 5 ’ C & G B R I D G E B R I D G E 15" RCPT O P = 2 5 3 . 4 2 ’ T O P = 2 5 3 . 0 3 ’ T O P = 2 5 8 . 2 7 ’ 15" RCP T O P = 2 5 7 . 6 0 ’ 15" RCP T O P = 2 5 3 . 4 0 ’ I N V O U T = 2 4 9 . 5 1 ’ T O P = 2 5 2 . 1 1 ’ D I D I IN V O U T = 2 4 9 . 5 2 ’ D I I N V I N = 2 4 8 . 9 3 ’ I N V O U T = 2 4 8 . 2 8 ’ D I D I IN V O U T = 2 5 3 . 7 2 ’ F O U N D E N D N O T 1 8 " R C P F O U N D E N D N O T 18 " R C P F O U N D E N D N O T 1 5 " C M P I N V O U T = 2 5 3 . 4 0 ’ D I I N V O U T = 2 5 8 . 1 5 ’ T O P = 2 6 1 . 8 0 ’ D I I N V O U T = 2 5 4 . 7 1 ’ I N V I N = 2 5 4 . 8 6 ’ T O P = 2 6 1 . 3 6 ’ D I INV OUT=26 7 . 9 1 ’ TOP=271.16’DI 15" RCP 6" DIP 3" STEEL 3" STEEL 2 " S T E E L 2 " P L A S T IC 1@ 7’x6’ RCBC T O P H W = 2 3 4 . 0 6 ’ P A V E D D IT C H I N V = 2 2 5 . 2 4 ’ T O P H W = 2 3 4 . 2 1 ’ I N V = 2 2 7 . 3 3 ’ 15" CMP I N V = 2 2 7 . 1 7 ’ IN V IN = 2 4 3 . 5 2 ’ IN V O U T = 2 4 3 . 4 2 ’ 15" RCP IN V = 2 4 0 . 2 5 ’ (18 ") IN V = 2 4 1. 3 4 ’ ( 15 ") T O P = 2 4 6 . 9 2 ’ 18 " R C P 24" RCP IN V = 2 2 9 . 3 5 ’ IN V = 2 3 0 . 3 2 ’ ( 18 ") T O P = 2 3 4 . 6 6 ’ IN V = 2 2 9 . 8 6 ’ ( 2 4 ") D I T O P = 2 4 5 . 0 3 ’ IN V = 2 4 0 . 0 5 ’ 15 " C M P 15 " C M P T O P = 2 4 0 . 5 1’ C B IN V = 2 3 7 . 5 5 ’ IN V = 2 3 7 . 5 2 ’ IN V = 2 3 5 . 4 4 ’ T O P = 2 4 0 . 18 ’ IN V = 2 3 7 . 2 4 ’ C B IN V = 2 2 9 . 5 5 ’ 18 " C M P INV=264.04 ’ TOP=270.3 5 ’ CB 15" CMP INV=245.40’INV=242.37’ T W= 2 4 6 . 8 5 T W= 2 4 7 . 7 1 T W= 2 5 0 . 5 1 T W = 2 5 3 . 2 3 T W= 2 5 7 . 0 4 T W= 2 6 1. 4 0 T W= 2 6 3 . 7 7 T W= 2 6 7 . 4 7 T W= 2 6 9 . 4 6 T W = 2 7 2 . 19 T W= 2 7 4 . 4 4 T W= 2 7 4 . 8 0 T W= 2 7 5 . 5 3 C O N C . R E T A IN IN G WA L L C O N C . N O IS E WA L L CCF F C C C C C C CF NAD 83/ NSRS 2007 FOR T E M P O R A R Y D R A I N A G E RET A I N E X I S T S T R U C T U R E FOR TEMPORARY DRAINAGE RETAIN EXIST STRUCTURE F I L L S L O P E ( T Y P I C A L ) T E M P O R A R Y W I D E N I N G F I L L S L O P E ( T Y P I C A L ) T E M P O R A R Y W I D E N I N G 15" HDPE EXIST SYSTEM WITH TIE PROP 2GI TO 1 5 " H D P E E X I S T S Y S T E M W I T H T I E P R O P 2 G I T O 1 5 " H D P E E X I S T S Y S T E M W I T H T I E P R O P 2 G I T O 1 5 " H D P E E X I S T S Y S T E M W I T H T I E P R O P 2 G I T O TO BLIND TBJB CONVERT EXIST DI T O B L I N D T B J B C O N V E R T E X I S T D I T O B L I N D T B J B C O N V E R T E X I S T D I T O B L I N D T B J B C O N V E R T E X I S T D I T O B L I N D T B J B C O N V E R T E X I S T D I S E E D E T A I L A / S H E E T 2 - C S E C T I O N S F O R E L E V A T I O N S T O 3 8 3 + 5 0 S E E C R O S S D I T C H F R O M 3 6 8 + 5 0 I N S T A L L 1 ’ D E E P S P E C I A L C U T 15" HDPESEE DETAIL E / SHEET 2-C INSTALL FALSE SUMP S E E D E T A I L E / S H E E 2 - H I N S T A L L F A L S E S U M P S E E D E T A I L D / S H E E T 2 - C IN S T A L L F A L S E S U M P SY S T E M T I E T O E X I S T C O N N E C T O R S R O D , & L U G 1 5 " W / E L B O W S , P A V E M E N T A F T E R M O T P H A S E T O M A T C H F I N A L E D G E O F S T R U C T U R E T O B E L O W E R E D W A L L D U R I N G M O T P H A S E . P I P E U N D E R P E R M A N E N T R E T A I N I N G IN S T A L L F I N A L T B 2 G I A N D O U T L E T MATCHLINE SHEET 26 -L1- STA. 373+00.00REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 2 7 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:22I5338_Rdy_psh_27.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -L1- STA. 387+00.00 M ATC H LIN E SH EET 28 -L1- CURVE DATAPIs Sta 375+82.24FLs = 300.00’LT = 200.12’ST = 100.10’PI Sta 380+48.87DL = 718.06’T = 366.74’R = 1,432.39’PIs Sta 385+00.29FLs = 300.00’LT = 200.12’ST = 100.10’ - Y 1 2 - C U R V E D A T A P I S t a 1 4 + 5 5 . 7 0 DL = 3 2 6 . 0 6 ’ T = 1 6 9 . 0 7 ’ R = 5 0 0 . 0 0 ’ V = 65 MPH E X I S T . E O T E X I S T . E O T S T A . 3 8 5 + 1 2 . 5 0 ( 8 8 . 6 7 ’ R T ) R E T A I N I N G W A L L R W R 8 B E G I N P E R M A N E N T S T A . 3 8 6 + 5 1 . 3 2 ( 8 8 . 6 7 ’ R T ) R E T A I N I N G W A L L R W R 8 E N D P E R M A N E N T 82’ 84’ 84’ S T A. 3 8 6 + 6 0. 2 7 E N D T E M P. WI D E NI N G T Y P E B- 7 7 -L1--L1- TS Sta. 373+82.13 - L 1 - S C S t a . 3 7 6 + 8 2 . 1 3 - L 1 - C S S t a . 3 8 4 + 0 0 . 1 8 - L 1- - Y 1 2 - P T S t a . 1 6 + 1 2 . 6 9 - Y 1 2 - P O T S t a . 1 6 + 3 1 . 0 1 385+00 380+00 375+002701270 2 2 7 0 3 2 7 0 4 2705 2 7 0 6 T B 2 G I BM 1957 PG 74 DB 9121 PG 1080 PARKER WETONAH RICELESLIE WRIGHTBM 1957 PG 74 DB 1315 PG 202PROPERTIES LLC C & EBM 1957 PG 74 DB 12539 PG 665 BM 1957 PG 74 DB 6272 PG 342 COOLEY SIDNEY WALTER B O A R D O F E D U C A T IO N WA K E C O U N T Y B M 19 6 0 P G 16 2 D B 13 6 2 5 P G 17 2 4 BM 1960 PG 59 DB 9659 PG 1858 BRYANT SAUNDRA MPITCHFORDEVELYN DBM 1960 PG 59 DB 4340 PG 171BM 1960 PG 59 DB 1414 PG 409 RICHARDSONROSCOEBM 1960 PG 59 DB 1417 PG 357 STEWART DESSIE CARLIANBM 1960 PG 59 DB 1417 PG 696 SANDERSFRED DBM 1960 PG 59 DB 1419 PG 353 GREENE GEORGE RSCOTTLINDA BBM 1960 PG 59 DB 8532 PG 140 2 B M 19 6 0 P G 5 9 D B 9 7 4 2 P G 14 2 3 B R O WN C A T H E R IN E P B M 19 6 0 P G 5 9 D B 14 7 0 1 P G 10 8 4 B A N K N A WE L L S F A R G O B M 19 6 0 P G 5 9 D B 115 8 0 P G 7 3 1 I L L C D L R E S T O R A T IO N B M 19 6 0 P G 5 9 D B 10 8 12 P G 9 5 4 MIL L E R C A S E Y O B M 19 6 0 P G 5 9 D B 114 2 6 P G 8 7 7 N O WE L L M A R Y V B M 19 6 0 P G 12 4 D B 14 7 5 P G 3 6 2 B M 19 6 0 P G 12 4 D B 4 9 5 8 P G 9 2 8 B A R B O U R , JR H U B E R T L O A N M T G C O R P F E D E R A L H O M E B M 19 6 0 P G 12 4 D B 14 5 4 3 P G 6 13 D U R HA M V A N D B M 19 6 0 P G 12 4 D B 14 5 4 P G 5 5 0 (B A C K ) B M 19 6 0 P G 12 4 D B 12 4 3 7 P G 8 3 4 R A B E L R A MS E S P E E B L E S H O WA R D B M 19 6 0 P G 12 4 D B 15 3 0 P G 5 0 5 H IC K S A R C H IE W B M 19 6 0 P G 12 4 D B 12 19 2 P G 2 4 6 0 B M 19 6 0 P G 12 4 D B 14 2 0 3 P G 15 4 2 R O A D A S S O C L L C G R E E N P A T H HIN T O N M A R C IA M B M 19 6 0 P G 2 7 4 D B 2 6 5 6 P G 6 8 P R O P L L C IN V E S T M E N T R O A D R U N N E R N 8558’54" E119.72’S 0409’14" E 99.95’N 03 07’00" E119.89’N 03 07’00" E119.89’N 0424’00" W 120.93’N 0019’55" W 126.29’N 0026’34" W 125.41’N 0006’42" W 125.02’N 00 19’57" E125.25’N 00 25’57" E130.45’N 0018’38" W 137.91’N 00 17’10 " E1 4 8 . 5 6 ’ N 0517 ’53 " W 157 .52 ’ N 1222’15" W 160.40’ N 1951’06" W 157.18’ N 2637’05" W 147.59’ N 2710’41" W 135.28’ N 04 32 ’31" W 206 .43 ’ N 1053’43" W 178.35’ N 2150’19" W 142.42’ N 2137’16" W 123.11’ N 2649’14" W 117.59’ N 2715’05" W 118.14’ N 2753’34" W 121.27’ N 2811’53" W 127.27’ EIPEIPEIPEIPEIP E IP E IP E IP E IP E IP E IP E IP E IP E IP E IP E IP EIPEIPR/W MON R /W MO N R /W MON EXISTING R/W E X I S T I N G R / W E XIS T ING R / W E X IS T IN G R/ W E XISTI N G R/ W E XIS TI N G R/ W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WBUNCHE DRIVE BM 1960 PG 59 2 0’ S A N S EW ER E A S EM ENT BM 19 6 0 P G 2 7 4 GUARDRAIL G U A R D R AI L G U A R D R AI L GUARDRAIL I 4 4 0 VAR I B L E WI D T H B S T I 4 4 0 V A R I B L E WID T H B S T T O P = 2 4 4. 6 5’ 36" CMP T O P = 2 2 7. 9 9 ’ 3 6 " R C P T O P = 2 4 0. 6 6’ T O P = 2 3 8 . 2 2 ’ 18" RCP 3 0 " R C P T O P = 2 4 5. 8 3 ’ 3 0 " R C P 18" RCP 3 0 " R C P 15" RCP T O P = 2 5 4 .8 3 ’ T O P = 2 4 8 .4 3 ’ 18" RCP 18" RCP T O P = 2 5 3 . 6 8 ’ T O P = 2 5 4 . 2 0 ’ 18" RCP TO P = 2 4 9 .4 8 ’ 18" RCPTOP=254.7 8 ’ 15" RCPT O P = 2 5 2. 6 0 ’ 18" RCPTOP=253.15’15" RCP 18" RCP 24" RCP DI DII N V I N = 2 3 1. 6 6’ I N V O U T = 2 3 1. 3 1’ I N V I N = 2 3 2 . 6 6 ’ I N V I N = 2 3 4 . 3 2 ’ I N V O U T = 2 3 2 . 4 7 ’ D I I N V I N = 2 4 3. 3 3 ’ I N V O U T = 2 4 2. 6 1’ DI D II N V O U T = 2 4 8. 8 6 ’ IN V O U T = 2 4 5 . 9 5 ’ D I D I I N V I N = 2 4 6 . 4 5 ’ I N V O U T = 2 4 6 . 4 0 ’ T O P = 2 4 8 . 8 2 ’ IN V IN = 2 4 5 . 9 7 ’ IN V O U T = 2 4 5 . 2 7 ’ D I T O P = 2 4 0 . 0 9 ’ IN V O U T = 2 3 4 . 5 9 ’ IN V IN = 2 3 4 . 7 9 ’ IN V IN = 2 3 5 . 6 9 ’ D I D I IN V O U T = 2 5 0 .9 8 ’ D I IN V IN = 2 4 3 .7 3 ’ IN V O U T = 2 4 3 .2 3 ’ T O P = 2 4 0 .9 7 ’ IN V IN = 2 3 6 .9 9 ’ IN V IN = 2 3 5 .7 2 ’ IN V O U T = 2 3 5 .4 2 ’ D I DIINV OUT=25 1.0 2 ’ INV IN = 2 4 4 .7 8 ’ INV O U T = 2 4 4 .3 8 ’ DI F O UN D E N D N O T DI TOP=248.97’INV IN=243.17’INV OUT=242.62’DIINV OUT=246.25’INV IN=246.84’TOP=250.69’DIDIINV IN=249.27’INV OUT=249.11’INV OUT=249.51’ I N V O U T = 2 4 1. 8 0’ DI 15 " R C P I N V = 2 2 2. 6 8 ’ T O P = 2 2 5. 4 0 ’ DI 15" CM P I N V I N = 2 2 2. 3 0 ’ ( 3 6 ") I N V I N = 2 2 3. 2 9 ’ ( 1 5 ") I N V O U T = 2 2 1. 9 0 ’ 3 6" R C P 15" CMP INV=268.03’TOP=247.13’INV IN=241.81’ (15")INV IN=241.79’ (24")INV OUT=241.18’TW=275.53TW=275.76TW=276.74TW=278.55 TW=281.05 TW=282.96 TW=284.40 TW=284.74 CONC. RETAINING WALL CONC. NOISE WALL C F F C C F F C C F F C C F F N A D 8 3 / N S R S 2 0 0 7 F I L L S L O P E ( T Y P I C A L ) T E M P O R A R Y W I D E N I N G 388+35 BEGIN ASPHALT SBG(TYPICAL)EST 4 SY GEO EST 1 TON CLASS ’B’ RIP RAP 2’ CURB & G U T T E R RETAIN EXIS T RETAIN EXIST 2GI R E T A I N E X I S T C B DECK DRAINS RETAIN EXIST388+90 END ASPHALT SBG(TYPICAL)12"SEE DETAIL (TYP)FUNNEL DRAIN FUNNEL ANDMATCHLINE SHEET 27 -L1- STA. 387+00.00 M ATCHLINE SHEET 29 -L1- STA. 401+00.00 R = 500.00’PI Sta 14+55.70DL = 326.06’T = 169.07’-Y12- CURVE DATAREVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 2 8 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:22I5338_Rdy_psh_28.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N - L 1 - C U R V E D A T A P I s S t a 3 8 5 + 0 0 . 2 9 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 1 2 ’ S T = 1 0 0 . 1 0 ’ P I s S t a 3 9 6 + 2 3 . 3 0 FL s = 4 8 0 . 0 0 ’ L T = 3 2 0 . 1 2 ’ S T = 1 6 0 . 1 1 ’ P I S t a 4 0 2 + 8 9 . 6 1 DL = 1 , 0 0 2 . 4 9 ’ T = 5 0 6 . 4 2 ’ R = 2 , 8 6 4 . 7 9 ’ V = 7 0 M P H E X I S T . E O T E X I S T . E O T 82’ 84’ 82’STA. 387+11.59 END TEMP. WIDENING82’84’STA. 388+46.65 BEGIN TEMP. WIDENINGSTA. 388+08.24 BEGIN TEMP. WIDENING S T A . 3 9 2 + 6 9 . 8 1 E N D T E M P . W I D E N I N G TYPE B-77 -Y12- SOUTH STATE ST-L1- - L1- -Y12- POT Sta. 10+00.00 - L 1 - T S S t a . 3 9 3 + 0 3 . 1 8 - L 1 - S C S t a . 3 9 7 + 8 3 . 1 8 -Y12- PC Sta. 12+86.63-Y12- POC Sta. 13+01.72 -L1- POT Sta. 387+61.16 = 400+00 395+00 390+0015+00 -L1- ST Sta. 387+00.1828022801 2 8 0 3 BM 1960 PG 274 DB 3907 PG 629 CAROL BUNCH POPE CRYSTAL M BM 2002 PG 172 DB 10816 PG 1973 BM 2002 PG 172 DB 10818 PG 1295 JOHNSON ASONDRA F BM 2002 PG 172 DB 10327 PG 445 M ASON SHANDA BM 2002 PG 172 DB 14562 PG 668 RUSSELL TRUSTEE KATHIE L BM 2002 PG 172 DB 11872 PG 329 TUNISIA COOPER BM 2002 PG 173 DB 10327 PG 557 ANGELA W ATSON BM 2003 PG 119 DB 10952 PG 347 COUNCIL TRIANGLE GREENWAYS HEIRS ETHEL G YOUNG BM 2009 PG 870 BM 1983 PG 703 BM 1969 PG 292 N 6 1 3 6 ’4 0 " E 12 5 .0 0 ’ N 80 43’14" E 31.42’ S 3652’14" E 56.33’ S 18 4 1’3 9 " E 7 2 .3 3 ’ N 6 5 17 ’5 9 " E 2 2 3 .4 5 ’ S 6 5 17 ’5 9 " W 2 13 .9 0 ’ S 1728’57" W 201.81’ S 5704’30" E 120.83’ S 6229’36" E 42.89’ S 2900’58" E 50.79’ S 6229’36" E 38.68’ S 4858’12" E 121.03’ N 00 12’52" W 104.75’N 8946’58" E 63.00’ N 8946’44" E 133.00’ S 00 13’12" E 120.00’ N 00 13’12" W 104.63’ N 8450’10" E 205.82’N 4127’10" E144.08’N 8946’48" E 73.00’N 8946’48" E 48.62’N 8217’31" E 86.23’ T O EIP 0.01’ R/ W TO EIP 0.07’ R/W EIP EIP R/W MONR/W MON R/W M ON R/W M ON R/W M ON R/W M ON R/W MONR/W MON EXISTING R/W E X IS T I N G R / W E X IS T IN G R / W EXISTING R/W SOUTH STATE STREET 60’ R/W BM 1969 PG 292 2 0 ’ S A N IT A RY S E WE R E A S E ME NT B M 19 8 3 P G 7 0 3 20’ SANITARY EASEMENT BM 2002 PG 172 20’ STORM EASEMENT BM 2002 PG 172 30’ SEWER EASEMENT BM 2002 PG 172 20’ STORM EASEMENT BM 2002 PG 172 3 0 ’ IN G RE S S / E GR E S S E AS E ME NT B M 2 0 0 2 P G 17 3 20’ SANITARY EASEMENT BM 2002 PG 173 G U A R D R A IL G U A R D R A IL GUARDRAIL GUARDRAIL GUARDRAIL I 4 4 0 V A R I B L E WI D T H B S T I 4 4 0 V A R I B L E WI D T H B S T 2.0’ C&G B L - 2 1 BRIDGE BRIDGE 15 " R C P T O P = 2 4 0 . 6 0 ’ T O P = 2 4 1 . 1 3 ’ T O P = 2 4 0 . 5 4 ’ 15" RCP TOP=243.49’TOP=227.99’ T O P = 2 4 2 .9 1’ D I IN V O U T = 2 3 9 .4 0 ’ D I I N V O U T = 2 3 9 . 1 8 ’ D I IN V O U T = 2 3 5 . 8 5 ’ IN V IN = 2 3 6 . 2 5 ’ T O P = 2 4 0 . 6 4 ’ D I I N V O U T = 2 3 7 . 3 1’ 15 " R C P C B I N V O U T = 2 3 8 . 2 9 ’ F O U N D E N D N O T INV IN=238.99’INV OUT=238.74’DITOP=243.30’DIINV OUT=240.36’15" RCP INV=219.76’INV=217.69’INV=218.97’TOP HW=226.11’15" RCPINV=220.94’66" RCP IN V =213.25’ 15" CMP 15" CMP IN V =215.22’ I N V = 2 2 5 . 5 6 ’ 42" CMP 42" CM P I N V = 2 12 . 0 5 ’ 24" CMP I N V = 2 13 . 0 3 ’ INV IN=222.30’ (36")INV IN=223.29’ (15")INV OUT=221.90’36" RCP24" RCP 24" RCP INV=217.40’INV=217.47’F C C F F C CF N A D 83/ N S RS 2007 S Y S T E M I N D I T C H R E T A I N E X I S T D I R E T A I N E X I S T 2 G I R E Q U I R E D S E E C R O S S - S E C T I O N S R E T A I N I N G W A L L W H E R E IN S T A L L T E M P O R A R Y B A R R I E R / G R A D E T O D R A I N A N D R E Q U I R E D S E E C R O S S - S E C T I O N S R E T A I N I N G W A L L W H E R E IN S T A L L T E M P O R A R Y B A R R I E R / G R A D E T O D R A I N A N D S E E C R O S S - S E C T I O N S T I E T O E X I S T D I T C H G R A D E T O D R A I N SE E C R O S S - S E C T I O N S T I E T O E X I S T D I T C H G R A D E T O D R A I N T O B L I N D T B J B C O N V E R T E X I S T D I 2 G I - D S E E C R O S S - S E C T I O N S G R A D E T O D R A I N H D P E 1 5 " 26-NOV-2013 16:22I5338_Rdy_psh_29.dgn$$$$USERNAME$$$$ L O C A T I O N : D E S I G N E D B Y : C H E C K E D B Y : C O U N T Y : T I P N O . : D A T E : P L A N S 0 G R A P H I C S C A L E REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . PR O J E C T R E F E R E N C E N O . 6/2/99 IN C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N DO N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S M ATCH LIN E SH EET 29 -L1- STA. 401+00.00 MATCHLINE SHEET 30 -L1- STA . 429+00 .00 -Y13- CURVE DATAL = 134.44’PI Sta 21+51.43DT = 67.36’R = 850.00’-RP13A- CURVE DATA -RP13B- CURVE DATA - L P 1 3 B - C U R V E D A T A - L P 1 3 C - C U R V E D A T A -RP13C- CURVE DATA 2 9 I - 5 3 3 8 / I - 5 3 1 1 -L1- CURVE DATAPI Sta 402+89.61DL = 1,002.49’T = 506.42’R = 2,864.79’PIs Sta 408+92.38FFLs = 240.00’LT = 133.37’ST = 106.70’PI Sta 424+83.47DL = 2,855.00’T = 1,457.79’R = 5,729.58’PIs Sta 13+50.17FLs = 300.00’LT = 200.17’ST = 100.15’PI Sta 15+25.38DL = 150.56’T = 75.38’R = 1,190.00’PIs Sta 16+70.61FLs = 210.00’LT = 140.06’ST = 70.05’PIs Sta 19+50.72FLs = 210.00’LT = 140.16’ST = 70.14’PI Sta 21+61.61DL = 278.53’T = 141.05’R = 715.00’PI Sta 10+18.97DL = 37.93’T = 18.97’R = 2,805.79’PI Sta 13+73.54DL = 645.71’T = 335.61’R = 960.00’PIs Sta 17+63.77FLs = 240.00’LT = 160.13’ST = 80.12’PIs Sta 20+83.88FLs = 240.00’LT = 160.24’ST = 80.22’PI Sta 22+90.54DL = 251.16’T = 126.89’R = 715.00’PI Sta 10+28.41DL = 56.81’T = 28.41’R = 5,670.58’PIs S t a 1 1 + 9 0 . 7 7 FFLs = 2 0 0 . 0 0 ’ LT = 1 3 3 . 9 6 ’ ST = 7 1 . 0 3 ’ P I S t a 1 4 + 6 6 . 8 4 DL = 3 0 5 . 8 7 ’ T = 2 1 0 . 0 3 ’ R = 1 7 4 . 0 0 ’ P I s S t a 1 6 + 7 0 . 3 4 FL s = 3 0 0 . 0 0 ’ L T = 2 0 8 . 3 8 ’ S T = 1 0 7 . 6 6 ’ P I s S t a 1 3 + 3 5 . 9 9 FL s = 2 0 0 . 0 0 ’ L T = 1 3 5 . 9 9 ’ S T = 6 9 . 0 9 ’ P I S t a 1 6 + 1 0 . 2 7 DL = 2 9 8 . 8 0 ’ T = 2 1 0 . 2 7 ’ R = 1 6 5 . 0 0 ’ P I s S t a 1 7 + 6 7 . 8 9 FL s = 2 0 0 . 0 0 ’ L T = 1 3 5 . 9 9 ’ S T = 6 9 . 0 9 ’ P I S t a 2 0 + 1 1 . 3 4 DL = 1 4 6 . 7 7 ’ T = 9 2 . 5 8 ’ R = 9 5 . 0 0 ’ PIs Sta 13+06.75FLs = 280.00’LT = 186.75’ST = 93.40’PI Sta 15+56.50DL = 311.95’T = 156.50’R = 1,560.00’PIs Sta 18+12.04FLs = 300.00’LT = 200.10’ST = 100.09’PIs Sta 22+12.94FLs = 300.00’LT = 200.99’ST = 100.90’PI Sta 23+89.27DL = 153.38’T = 77.32’R = 490.00’ P I S t a 2 5 + 6 8 . 7 2 DL = 1 0 6 . 4 1 ’ T = 6 4 . 3 9 ’ R = 7 5 . 0 0 ’ V = 70 MPHV = 70 MPH V = 50 MPHV = 25 MPH V = 1 5 M P H V = 50 MPHV = 35 MPHV = 60 MPHV = 55 MPHV = 35 MPHV = 70 MPH V = 2 5 M P H V = 2 5 M P H V = 2 0 M P H 5 0 2 5 5 0 1 0 0 CAT-1 G RA U 3 5 0 TL- 3 G RAU 3 50 TL-3 C A T - 1 E X I S T . E O T E X I S T . E O T EXIST. EOTEXIST. EOT E X I S T . E O T E X I S T . E O T 82’86’ 86’ +42.03 82’+85.88 96’ +98.48 82’ 83’ 96’ +08.85 96’ +69.99 85’ +76 .53 STA. 404+92.02 END TEMP. WIDENING STA. 406+17.66 BEGIN TEMP. WIDENINGSTA. 405+38.02 BEGIN TEMP. WIDENING S T A . 4 1 5 + 1 5 . 9 7 E N D T E M P . W I D E N I N G S T A . 4 1 6 + 3 1 . 6 3 B E G I N T E M P . W I D E N I N G 8 9 . 3 5 ’ L T 4 1 9 + 0 0 . 0 0 7 6 . 0 0 ’ L T 4 1 9 + 0 0 . 0 0 S T A . 4 2 7 + 4 2 . 6 3 E N D T E M P . W I D E N I N G -Y13- ROCK QUARRY RD -L1--L1- CS S t a . 4 0 7 + 8 5 . 6 8 - L 1 - S C S t a . 4 1 0 + 2 5 . 6 8 - Y 1 3 - P O T S t a . 2 2 + 2 5 . 4 0 - Y 1 3 - P T S t a . 2 2 + 1 8 . 5 1 - Y 1 3 - P C S t a . 2 0 + 8 4 . 0 7 - L P 1 3 C - P C S t a . 1 0 + 0 0 . 0 0 ( 5 9 . 0 0 ’ R T ) - L 1 - P O T S t a . 4 1 7 + 0 0 . 0 0 = -LP13C- - L P 1 3 C - -RP13B--RP13C- - Y 1 3 - P O T S t a . 1 0 + 0 0 . 0 0 - LP 1 3 B- -R P 13 A- - L1- - R P 1 3 B - P O T S t a . 2 4 + 7 1 . 1 3 ( 0 . 0 0 ’ ) - Y 1 3 - P O T S t a . 1 1 + 5 3 . 0 0 = - R P 1 3 C - P O T S t a . 2 5 + 6 4 . 8 1 ( 0 . 0 0 ’ ) - Y 1 3 - P O T S t a . 2 0 + 8 5 . 0 0 = -RP13C- PCC Sta. 10+37.93-RP13C- PC Sta. 10+00.00 (59.00’ RT)-L1- POC Sta. 402+35.00 = -RP13C- CS Sta. 16+83 . 6 5 - R P 1 3 C - S R S S t a . 1 9 + 2 3 . 6 5 - R P 1 3 C - S C S t a . 2 1 + 6 3 . 6 5 - R P 1 3 C - P T S t a . 2 4 + 1 4 . 8 1 -RP13B- TS Sta. 11+50.00 -RP13B- SC Sta. 14+50.00 -RP13B- CS Sta. 16+00.56 -RP13B- SRS Sta. 1 8 + 1 0 . 5 6 - R P 1 3 B - S C S t a . 2 0 + 2 0 . 5 6 - L P 1 3 C - C S S t a . 1 5 + 6 2 . 6 8 - L P 1 3 B - T S S t a . 1 2 + 0 0 . 0 0 - L P 1 3 B - S C S t a . 1 4 + 0 0 . 0 0 - R P 1 3 B - P T S t a . 2 2 + 9 9 . 0 8 - L P 1 3 B - C S S t a . 1 6 + 9 8 . 8 0 - L P 1 3 B - P C S t a . 1 9 + 1 8 . 7 6 - L P 1 3 B - S T S t a . 1 8 + 9 8 . 8 0 - L P 1 3 C - S C S t a . 1 2 + 5 6 . 8 1 - L P 1 3 C - C S S t a . 1 0 + 5 6 . 8 1 - L P 1 3 B - S T S t a . 1 8 + 6 2 . 6 8 - L P 1 3 C - P O T S t a . 1 9 + 4 1 . 7 3 ( 0 . 0 0 ’ ) - Y 1 3 - P O T S t a . 1 9 + 4 1 . 7 3 = - L P 1 3 B - P O T S t a . 1 0 + 0 0 . 0 0 ( 7 1 . 0 0 ’ L T ) - L 1 - P O C S t a . 4 1 7 + 5 0 . 0 0 = - R P 1 3 A - S C S t a . 1 3 + 0 0 . 0 0 - R P 1 3 A - T S S t a . 1 1 + 2 0 . 0 0 - R P 1 3 A - C S S t a . 1 6 + 5 6 . 2 5 - R P 1 3 A - S R S S t a . 1 8 + 9 6 . 2 5 - R P 1 3 A - S C S t a . 2 1 + 3 6 . 2 5 - R P 1 3 A - P T S t a . 2 3 + 2 7 . 4 3 - R P 1 3 A - P C S t a . 2 3 + 7 3 . 2 2 - R P 1 3 A - P T S t a . 2 4 + 7 9 . 6 3 - R P 1 3 A - P O T S t a . 2 5 + 3 4 . 6 3 ( 4 4 . 9 9 ’ L T ) - Y 1 3 - P O T S t a . 1 0 + 2 6 . 0 2 = -RP13B- POT Sta. 10+00.00 (71.00’ LT)-L1- POT Sta. 403+50.00 B A C - Y 1 3 - P O T S t a . 1 6 + 3 5 . 7 6 - L 1 - P O C S t a . 4 1 7 + 3 2 . 3 2 = 15+ 00 425+00 2 0 + 0 0 420+00 415+00 20+00 410+00 15+0015+00 405+00 2 0 + 0 0 25+00 2 0+ 0 0 15+00 - R P 13 C- - R P 13 B- -R P 13 A- D - L P 1 3 B - P O T S t a . 2 0 + 3 8 . 3 5 ( 0 . 0 0 ’ ) - Y 1 3 - P O T S t a . 1 1 + 8 3 . 1 2 = 2 9 0 1 ZZZ ZZZ YYY YYY IN CONDUIT IN CONDUIT HH HH T T HH HH HH HH HH ME T ER P OWER MET E R P OWE R CABNE T P OWER CABNE T P OWER MAR KER GAS MAR KE R FO MARKER F O MAR KE R FO MAR KE R FO MA RKER FO S IGN E OI EOI EOI E OI EOI EOI EOI EOI EOI EOI EOI EOI EOI 16" D IP 12" DIP SIZE & TYPE UNKNOWN 6" STEEL 6" STEEL 6" STEEL 12" DI 12" DI 12" DI PRO PO SED P O LE CAMERA QUARRY ROAD LLC MCGE ROCKDB 11684 PG 1805 QUARRY ROAD LLC MCGE ROCKBM 1988 PG 1806 DB 11684 PG 1805 DE VEL O P E R S L LC S O UT HV IEW B M 19 8 4 P G 15 5 9 DB 12 0 13 P G 2 3 7 6 BM 19 8 6 P G 2 2 5 4 DB 13 6 2 5 P G 17 2 4 B O A R D O F E D UCA T IO N WA KE C OU NT Y C URT IS DRIV E L L C D B 10 3 3 7 P G 2 4 0 9 BM 2 0 0 2 P G 14 3 1 DB 118 9 2 P G 15 6 1 S HA ME E M S YE D MAHMO OD B M 2 0 0 2 P G 14 3 1 DB 118 9 2 P G 15 6 1 S HAMEE M S Y ED MA HMOO D BM 2 0 0 2 P G 14 3 1 DB 118 9 2 P G 15 6 1 S HAME EM S Y E D MA HMO OD B M 2 0 0 2 P G 14 3 1 D B 118 9 2 P G 15 6 1 S HA ME E M S YE D MAHM O O D B M 2 0 0 2 P G 14 3 1 DB 118 9 2 P G 15 6 1 S HAMEE M S Y ED MA HMOO D T R US T S AN DRINGHA M S 12 15’46" W136.52’S 2149’54" W72.26’S 20 27’43" W694.80’S 0142’55" E 446.28’ S 03 42’12" W S 86 2 5’0 2 " E 2 0 5 .73 ’ S 86 2 0 ’3 7 " E 2 0 0 .14’ S 03 42’38" W 338.98’ N 03 37’58" E 255.00’ N 86 2 2 ’0 7 " W 9 9.9 3 ’ N 7 0 11’ 10 " E 8 1. 6 6 ’ S 03 40’03" W 71.93’ S 00 23’30" W 121.79’ S 30 53’01" W 97.95’ S 3259’17" E 128.07’ S 6308’16" E 112.48’ S 8 6 2 4’5 5" E 10 0 .8 5’ S 03 34’47" W 72.51’S 03 34’48" W 58.79’ S 0 10 3 ’5 9 " E 12 .6 8 ’ S 0 3 2 9’5 2 " W 13 .0 7 ’ T O EIP 0 .0 8 ’ R/ W T O EIP 0 .0 6 ’ R/ W S 04 23’25" W 117.29’ N 8 6 3 6 ’13" W 33 2.3 1’ EIP E I P E I P EIPR/W MON R/W MON R/W MON R / W MON R/ W MON R/ W MON R/ W MON R/ W MON R/ W MON R/ W MON R/ W MON R/ W MON R/ W MON R/ W MON R / W MON R/ W MON R / W MON R/ W MON R/ W MON R/W MONR/W MON EXISTING R/W E XIS T IN G R / W EXISTING R/W E XIS T IN G R/ W EXIS TING R/ W E X IS T ING R / W E XIS TING R/W E XIS TI N G R/ W B M 19 8 2 P G 4 3 0 DB 14 4 4 0 P G 2 2 5 9 BM 19 86 PG 22 5 4 DRAINAGE EASEMENT 30’ CP& L ELECTRICAL EASEMENT BM 1986 PG 2254 ROCK QUARRY ROAD GU A R D R A I L G U A R D R AIL I4 4 0 VAR IB LE WIDT H B S T I4 4 0 VARIB LE WID T H B S T ROCK QUARRY RD. RAMP 23’ CONC R O C K Q U A R R Y R D. C O N C R A M P V A R BI L E WI D T H R O C K Q U A R R Y R D. C O N C R A M P V A R B I L E WI D T H VARIBLE WIDTH CONC ROCK QUARRY R D. R AMP VAR I B LE WI DT H CON C R O C K Q UAR R Y R D. R A MP MO N O L IT IC IS L A N D 2.5’ C & G 2 .5 ’ C & G M O N O L I T H I C I S L A N D BL-22 B L -2 3 B L- 2 4 24" RCP 24" RCP T OP =2 3 0 .2 1’ TOP =2 3 3 .2 4 ’ T OP =2 3 2 .5 2 ’ 30" RCP 2 4 " RC P T O P = 2 2 8 .8 5 ’ 15" RCP T O P = 2 4 0 . 7 8 ’ 15" RCPT O P = 2 3 6 . 7 8 ’ 15" RCP 1 8 " R C P 18" RCP 24" RCP T O P = 2 3 2 . 9 6 ’ 24 " R CP 30" R CP T O P = 2 3 8 . 0 9 ’ 15" RCP T O P = 2 3 0 . 6 6 ’ 4 2 " R C P 3 0 " R CP TOP= 2 3 3 . 2 7 ’ 15" RCP24" RCP 24" RCP 15" RCPTOP=234.80’TOP=243.13’ 15" CMPINV=256.23’ 15" RCP 18" RCP S S T OP =23 1.50 ’ INV IN=2 2 1.3 8 ’ INV O UT=2 21.3 1’ T OP =2 2 6 .6 3 ’ D I INV OUT =22 6 .2 1’ D I D I INV OUT=2 28 .75 ’ INV O UT = 2 3 1.2 4 ’ D I INV IN=2 2 2 .8 2 ’ INV OUT =2 2 2 .8 2 ’ D I INV IN=2 2 3 .0 0 ’ INV IN=2 2 3 .8 8 ’ IN V O UT=2 2 2 .9 8 ’ D I D I T O P = 2 3 0 .3 5 ’ TOP=256.53’SDMH D I I N V I N = 2 3 3 . 9 3 ’ INV OUT =2 3 3 . 7 3 ’ D I T O P = 2 3 4 . 16 ’ D I IN V IN = 2 3 1. 4 6 ’ INV O U T = 2 3 1. 2 6 ’ INV O UT = 2 2 9 . 5 8 ’ T O P = 2 3 4 . 4 8 ’ D I D I INV IN=2 2 8 . 8 1’ IN V IN= 2 2 8 . 7 3 ’ IN V O U T = 2 2 8 . 3 6 ’ T O P =2 3 5 . 7 6 ’ D I INV IN= 2 2 7 . 8 3 ’ IN V O U T = 2 2 7 . 8 3 ’ D I IN V O U T = 2 3 5 . 3 9 ’ IN V IN = 2 2 5 . 7 3 ’ INV IN= 2 2 5 . 7 3 ’ INV O U T = 2 2 5 . 4 1’ D I D I T O P = 2 3 0 . 0 6 ’ INV IN= 2 2 3 . 6 6 ’ INV OUT =2 2 3 .6 3 ’ D I TOP=241.4 5 ’ DIINV OUT= 2 3 8. 8 9 ’ INV O U T = 2 2 6 . 4 4 ’ INV I N = 2 2 6 . 4 9 ’ INV I N = 2 2 8 . 2 5 ’ DITOP=232.31’DIINV IN=227.85’INV OUT=227.75’DIINV OUT=239.15’DIINV IN=230.00’INV OUT=229.60’TOP=242.91’INV OUT=239.40’ INV OUT=250.03’ INV IN=250.83’ INV IN=250.93’ INVERTS INACCESSIBLETOP=259.02’SDMH INV=2 2 9.6 3 ’ INV=2 3 7 .6 8 ’ 36" RCP 30" RCP 36" RCP U /G JUNTION BOX AP P R OX. 2 4 " R C P IN CONDUIT IN CONDUIT HH HH T T HH HH HH HH HH ME T ER P OWERMET E R P O WE R CAB NET P O WE R CABNE T P OWER MAR KER GAS MAR KE R F O MARKER F O MAR KE R FO MARKER F O MARKER F O S IGN E OI EOI EOI E OI EOI EOI EOI EOI EOI EOI EOI EOI EOI 16" D IP 12" DIP SIZE & TYPE UNKNOWN 6" STEEL 6" STEEL 6" STEEL 12" DI 12" DI 12" DI PRO PO SED 2 4 " R C P D I T OP =2 2 5 .4 0 ’ IN V = 2 2 0 .4 2 ’ INV=2 2 0 .2 9 ’ T O P = 2 3 9 . 5 8 ’ I N V = 2 3 9 . 6 5 ’ D I 15" CMP IN V IN=2 2 6 .2 7 ’ INV OUT =2 2 4 .9 5 ’ 30" RCP P O S S IBL E B L IND J B T O DI WIT H T OP EL E V 2 3 3 .8 3 ’ BL IND J B T O DI, B UT DO ES NOT C O NT IN U E 15 " R CP C ONN EC T S F ROM P OS S IB LE 30" RCP INV=2 2 1. 6 3 (OUT ) INV=2 2 6 .16 (15 " CMP ) INV =2 2 1.7 3 ’ (3 0 " R C P ) INV =2 2 7 .2 4 ’ (15 ") T OP =2 3 3 .8 3 ’ D I 3 6" RCP IN V = 2 2 1 . 1 6 ’ INV = 2 3 0 .4 8 ’ (O U T ) INV=2 3 0 .6 3 ’ (IN) T OP =2 3 4 .3 2 ’ D I T O P = 2 3 6 . 8 7 ’ IN V = 2 3 4 . 4 8 ’ D I I N V = 2 3 7 . 8 9 ’ IN V = 2 3 0 . 3 9 ’ T O P = 2 2 9 . 2 9 ’ IN V O U T = 2 2 1.8 9 ’ (5 4 ") IN V I N = 2 2 3 . 2 8 ’ ( 3 0 " ) I N V I N = 2 2 2 . 4 0 ’ ( 3 6 " ) I N V I N = 2 2 2 . 4 8 ’ ( 4 2 " ) IN V O U T = 2 3 6 . 5 8 ’ T O P = 2 3 9 . 6 6 ’ D I 54" RCP 18" C M P 54" RCP 54" RCP 2 4 " R C P IN V O U T = 2 2 5 . 13 ’ T O P = 2 2 9 . 5 4 ’ D I D E P T H U N K N O W N O F B L I N D J B A P P R O X L O C A T I O N I N V O U T = 2 2 1. 4 3 ’ I N V IN = 2 3 6 . 3 5 ’ T O P = 2 4 2 . 3 5 ’ C B IN V = 2 16 . 3 7 ’ 15" C MP 30" CMP 3 0" RCP F F F F F F F C C F F C C F F F F F C C F C F NAD 83/ NSRS 2007 F I L L S L O P E ( T Y P I C A L ) T E M P O R A R Y W I D E N I N G M ATCH LIN E SH EET 29 -L1- STA. 429+00.00 M ATCHLIN E SHEET 31 -L1- STA. 443+00.00 -RP13A- CURVE DATAREVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 3 0 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:22I5338_Rdy_psh_30.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N -L1- CURVE DATAPIs Sta 43 9 + 6 0 . 6 8 FLs = 240. 0 0 ’ LT = 160. 0 0 ’ ST = 80.0 0 ’ PI Sta 424+83.47DL = 2,855.00’T = 1,457.79’R = 5,729.58’PIs Sta 13+06.75FLs = 280.00’LT = 186.75’ST = 93.40’V = 70 MPH E X I S T . E O T E X I S T . E O T 83’ 85’ S T A. 4 3 3 + 7 2.4 3 B E GI N T E M P. WI D E NI N G -L1- - L 1 - S T S t a . 4 4 1 + 2 0 . 6 8 - L 1 - -RP13A- - L 1 - L T G R A D E P O I N T S H I F T 2 3 ’ L T T O 4 7 ’ L T - L 1 - C S S t a . 4 3 8 + 8 0 . 6 8 440+00 435+00 430+00 = 3 31’ 25"-RP13A- POT Sta. 10+00.00 (83.00’ LT)-L1- POT Sta. 430+00.00 =SIGN PROPOSEDCATHERAL OF LOVETRUSTEES OF DELIVERANCEDB 4708 PG 412FOUNTAIN D RI V E L L C DB 12527 P G 5 8 9 C I T Y O F R A L E I G H D B 1 9 8 8 P G 2 6 8 S 7 7 0 3 ’ 5 3 " E 10 0 . 0 0 ’ S 8 0 5 6 ’ 5 8 " E 6 4 . 7 7 ’ S 8 8 4 2 ’ 4 8 " E 6 4. 8 2 ’ N 8 1 3 9’0 3" E 5 6.4 9’ S 0118’05" W 197.27’ S 12 35’36" W 5.38’ S 3 6 4 8 ’3 2 " W 15 0. 0 2 ’ S 6101’39" W 55.00’S 4 9 2 9’ 3 8" W 9 7. 7 9’ S 8 8 5 5 ’ 2 5 " E 6 1 2. 9 9 ’ R/W MON R/ W M O N R/ W M O N R/ W M O N R/W MONR/W MON E X I S T IN G R / W EXISTING R/W E XI S T I N G R/ W E XIS T IN G R / W E X I S T I N G R / W B M 19 8 6 P G 2 2 5 4 D R A IN A G E E A S E M E N T GUARDRAILGUARDRAIL B L - 3 0 v 2 4 " RCP 30" RCP 24" RCP T O P = 2 2 4 . 9 0 ’ 24" RCP 18" RCP T O P = 2 2 3 . 1 4 ’ 15" RCP D I I N V O U T = 2 2 2 . 0 2 ’ D I I N V O U T = 2 1 9 . 7 4 ’ T O P = 2 2 6 . 4 6 ’ D I I N V I N = 2 16 . 2 1’ I N V O U T = 2 16 . 11’ T O P = 2 2 2 . 15 ’ I N V I N = 2 16 . 2 5 ’ I N V O U T = 2 16 . 10 ’ D I TOP=228.10’INV OUT=223.99’DI I N V = 2 15 . 6 8 ’ I N V = 2 10 . 5 6 ’ I N V = 2 1 1 . 5 3 ’ SIGN PROPOSED I N V = 2 0 8 . 1 4 ’ I N V = 2 0 8 . 1 8 ’ I N V = 2 0 9 . 5 2 ’ I N V = 2 0 9 . 6 5 ’ I N V = 2 1 3 . 5 8 ’ I N V = 2 1 2 . 6 0 ’ DITOP=222.19’INV=216.79’ (OUT)INV=216.84’ (24" IN)INV=217.16’ (15" IN)24" RCP 8’X8’ RCBC WITH METAL GRATES 2 @ 10’X6’ RCBC W/ SIDE TAPERED INLET F F F C C F F N AD 83/ N SRS 2007 A N D R E L O C A T E D C U T D I T C H . A N D W I L L C O N N E C T T O P R O P O S E D S Y S T E M C O V E R T O T I E T O E X I S T 3 6 " C M P O U T L E T J B W / M H P R I O R T O E X I S T 2 G I . P R O P O S E D H O L E E X I S T 3 6 " C M P O U T L E T S I N T O S C O U R T I E T O E X I S T D I T C H T A B L E S H E E T 3 - A M A I N T E N A N C E S E E D R A I N A G E * M - 2 2 8 M A I N T E N A N C E T A B L E S H E E T 3 - A * M - 2 2 9 S E E D R A I N A G E RE T A I N 3 6 " R C P - I V T O J B W / M H C O V E R C O N V E R T E X I S T 2 G I P I P E W O R K P L A N S F O R R E M A I N D E R O F S E E A R E A 3 F I N A L D R A I N A G E A S N E C E S S A R Y D U R I N G M O T 3 6 " R C P - I V C O N S T R U C T I O N C O N T R A C T O R T O P H A S E P L A N S F O R D I T C H P R O F I L E S S E E A R E A 3 F I N A L D R A I N A G E S E E D E T A I L G / S H E E T 2 - C S P E C I A L C U T D I T C H w / H I N G E R I P A R I A N B U F F E R R U L E S N O T S U B J E C T T O M ATCHLIN E SHEET 30 -L1- STA. 443+00.00-L2RT- CURVE DATA - R P 1 4 C - C U R V E D A T A REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 3 1 I - 5 3 3 8 / I - 5 3 1 1 26-NOV-2013 16:22I5338_Rdy_psh_31.dgn$$$$USERNAME$$$$8/17/99 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N PIs Sta 457+00.33FLs = 360.00’LT = 240.03’ST = 120.02’PI Sta 451+71.60DL = 820.30’T = 411.60’R = 4,000.00’PIs Sta 446+40.03FLs = 360.00’LT = 240.03’ST = 120.02’ -L2 - RT STA . 4 5 7+ 0 0 .0 0 MATCHL IN E SH EET 3 2 -L2- LT STA. 457+00.00 M ATCHLIN E SHEET 32 P I S t a 1 4 + 6 1 . 7 5 DL = 9 1 9 . 3 0 ’ T = 4 6 1 . 7 5 ’ R = 3 , 9 4 0 . 0 0 ’ V = 70 MPH V = 7 0 M P H EXIST. EOT E X I S T . E O T E X I S T . E O T 36’ -L1--L2RT- - L2 R T - - L 2 R T - S C S t a . 4 4 7 + 6 0 . 0 0 -L2LT- - L 2 R T - C S S t a . 4 5 5 + 8 0 . 3 0 TYPE B- 7 7 - L 2 L T - - L I 4 0 E - P C S t a . 1 0 + 0 0 . 0 0 ( 1 2 . 0 0 ’ R T . ) - L 2 R T - P O C S t a . 4 5 5 + 6 0 . 0 0 = -L1- POT Sta. 444+00.00 445+00 455+00 -L2LT- 450+00 455+00 -L2RT - -L2LT- POT Sta. 444+00.00 (47.00’ LT)-L1- POT Sta. 444+00.00 = BEGIN AREA 3 END AREA 2B-L2RT- TS Sta. 444+00.00 (23.00’ RT.)-L1- POT Sta. 444+00.00 = BEGIN AREA 3 END AREA 2B 3 G I - A C O V E R J B W / M H H H H H S I G N S I G N P O L E C A M E R A HOMEO W N E R S A S S O C I A T I O N I N C G R A NI T E RI D G E B M 2 0 0 2 P G 1 2 3 7 D B 9 5 8 6 P G 2 1 7 3 B M 2 0 0 2 P G 1 2 3 7 D B 1 0 2 3 0 P G 5 3 3 C O O P E R F R A N D R E K A B M 2 0 0 2 P G 1 2 3 7 D B 1 1 1 2 1 P G 1 2 1 3 W A T S O N D E B R A P BM 2003 PG 1862DB 10685 PG 1345JUDY T HARRISBM 2003 PG 1862DB 10712 PG 2663CAROL M LEWISBM 2003 PG 1862DB 10708 PG 383SHARON DOCKERYB M 2 0 0 3 P G 1 8 6 2 D B 1 2 9 0 6 P G 1 4 1 4 TA M M Y S I M M O N S B M 2 0 0 3 P G 1 8 6 2 D B 1 0 8 2 2 P G 2 5 0 2 Z AI N A B D A R A M Y F AI R L E Y A N G E L A V G A N D Z A L I R O G E R MI S S I E B M 2 0 0 3 P G 1 8 6 2 D B 1 0 8 1 1 P G 1 3 2 3 P E T E R E M M A N B M 2 0 0 3 P G 1 8 6 2 D B 1 4 6 0 6 P G 2 3 6 6 H U M A NI T Y O F W A K E H A BI T A T F O R B M 2 0 0 3 P G 1 8 6 2 D B 1 1 3 1 6 P G 2 1 0 N D U N G’ U K E N N E T H G B M 2 0 0 3 P G 1 8 6 2 D B 1 0 8 2 2 P G 2 4 8 6 G L O R I A M E J I A H O M E O W N E R S A S S O CI A T I O N I N C G R A NI T E R I D G E B M 2 0 0 0 P G 8 5 5 D B 8 6 2 9 P G 2 3 2 0 D E B R A J O H N S O N B M 1 9 5 7 P G 1 0 1 D B 9 5 0 7 P G 1 1 9 2 W A D E, III C H A R L I E G O R D O N B M 1 9 5 7 P G 1 0 1 C L I N T O N E D DI E B E R N A R D B M 1 9 5 7 P G 1 0 1 D B 3 1 4 9 P G 6 2 4 R O B E R T E W O O D B M 1 9 5 7 P G 1 0 1 D B 1 4 7 4 2 P G 2 3 9 8 N 0100’42" E92.45’N 6920’32" E149.28’N 5723’23" E192.41’N 44 55’30" E146.16’N 26 13’40" E119.57’ S 16 01’56" W 123.74’ N 16 01’56" E 124.25’ S 16 01’56" W 124.70’ S 16 01’56" W 125.16’ N 3 9 4 4’ 4 7 " E 116. 9 0 ’ N 0449’53" W 114.65’ S 3223’08" E 189.82’N 6 2 18 ’0 4 " W 10 4 .9 6 ’ S 8 7 5 7 ’ 5 9 " W 2 0 0. 0 0 ’ N 0151’51" W 22.77’ N 0204’55" W 80.23’ S 8 7 5 7 ’ 5 9 " W 2 0 0. 0 0 ’ N 0211’52" W 52.92’ S 8 7 5 7 ’ 5 9 " W 1 1 7. 8 7 ’ S 4049’01" E 69.73’ S 0534’19" E 37.01’ B M 2 0 0 3 P G 1 8 6 2 D B 1 0 6 8 5 P G 1 3 2 9 B M 2 0 0 3 P G 1 8 6 2 D B 1 1 4 8 0 P G 5 6 6 S 5938’54" W S 32 2 9 ’0 1" W13 1 .6 6 ’ S 14 58’52" W S 6 7 4 4 ’0 5 " E 7 1.0 0 ’ S 6 7 4 4 ’2 0 " E 4 0 .0 1’ S 3428’52" E 48.99’ S 0847’09" E N 22 16’30" E 62.00’ S 7 3 3 4 ’ 1 1 " E 7 0 . 1 2 ’ S 7 6 4 7 ’ 4 3 " E 17 7 . 4 8 ’ S 8 2 3 2 ’ 5 2 " E 5 2 . 3 4 ’ S 8 2 3 2 ’ 5 2 " E 8 0 . 7 0 ’ S 6 4 4 3 ’5 1" E 4 1.5 6 ’ S 5941’33" E249.11’S 6429’59" E66.01’S 7352’39" E65.21’S 7703’53" E E I P EI P E I P E I P E I P E I P R/W MONR/W MON R/ W M O N R/ W M O N R/ W M O N R/ W M O N R/W MON E X IS T ING R / W E X IS T ING R / W E X IS T ING R / W ROSE LANE 60’ R/W BM 1957 PG 101 BM 2003 PG 1862 20’ DRAINAGE EASEMENT BM 2003 PG 1862 40’ DRAINAGE EASEMENT G U A R D R A IL I440 VARIBLE WIDTH BSTI440 VARIBLE WIDTH BST BL-29 T O P = 2 12 . 6 7 ’ 48" RCP 36" RCP T O P = 2 14 . 0 2 ’ T O P = 2 0 9 .9 7 ’ 36" RCP 24" RCP T O P = 2 12 .6 4 ’ 24" R CP 3 6 " R C P 18" RCP TOP=217.28’ 2 4 " R C P TOP=219.28’TOP=216.67’ IN V IN = U N A V A IL A B L E IN V O U T = 2 0 5 .4 7 ’ D I T O P = 2 14 .5 3 ’ IN V IN = 2 0 4 .8 3 ’ IN V O U T = 2 0 3 .7 8 ’ D I IN V IN = 2 0 3 . 6 2 ’ IN V IN = 2 0 3 . 7 7 ’ IN V O U T = 2 0 3 . 6 0 ’ D I IN V IN = 2 0 3 . 2 5 ’ IN V O U T = 2 0 3 . 2 5 ’ D I T O P = 2 14 . 2 1’ D I IN V O U T = 2 10 . 8 6 ’ IN V IN = 2 0 9 . 9 2 ’ IN V O U T = 2 0 9 .3 4 ’ D I T O P = 2 15 . 7 1’ D I IN V IN = 2 0 7 . 3 6 ’ IN V IN = 2 0 7 . 5 7 ’ IN V IN = 2 0 8 . 8 4 ’ IN V O U T = 2 0 7 . 2 6 ’ DIINV OUT=214.22’INV IN=212.35’INV IN=212.46’INV OUT=212.35’DI DIBOTTOM OF BOXINV=214.41’18" RCP H H H H S I G N S I G N IN V O U T = 2 0 2 . 2 1’ IN V IN = 2 0 2 . 5 1’ T O P = 2 0 8 . 2 1 ’ D I I N V = 2 2 3 . 5 0 ’ C H A N N E L C O N C T O P 2 2 7 . 6 5 C O N C H / W 18" RCP 36" CMP 48" RCP I N V = 2 3 4. 3 1’ FF N AD 83/ N SRS 2007 15" RCP-IVTO JB W/ MH COVER CONVERT EXIST 2GIRETAIN 18" RCP-IVTO JB W/ MH COVER CONVERT EXIST 2GISEE DETAIL G / SHEET 2-C SPECIAL CUT DITCH w/HINGETIE TO EXIST DITCHTABLE SHEET 3-C MAINTENANCE SEE DRAINAGE *M-235 REPAIR 3GI RETAIN PIPE WORK PLANS FOR REMAINDER OF SEE AREA 3 FINAL DRAINAGE AS NECESSARY DURING MOT 42" RCP-IV CONSTRUCTION CONTRACTOR TO PHASEPLANS FOR DITCH PROFILES SEE AREA 3 FINAL DRAINAGE SEE DETAIL G / SHEET 2-C SPECIAL CUT DITCH w/HINGE 26-NOV-2013 16:22I5338_Rdy_psh_32.dgn$$$$USERNAME$$$$ L O C A T I O N : D E S I G N E D B Y : C H E C K E D B Y : C O U N T Y : T I P N O . : D A T E : P L A N S 0 G R A P H I C S C A L E REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . PR O J E C T R E F E R E N C E N O . 6/2/99TO PLO T FULL SIZE 62"X34" IN C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N DO N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S -L2- RT STA. 486+00.00 M ATCH LIN E SH EET 33 -L2- LT STA. 485+00.00 M ATCHLINE SHEET 33 - R P 1 4 B - C U R V E D A T A - L 2 L T - C U R V E D A T A - R P 1 4 D - C U R V E D A T A -L2RT- CURVE DATA - R P 1 4 C - C U R V E D A T A 3 2 I - 5 3 3 8 / I - 5 3 1 1 PIs Sta 457+00.33FLs = 360.00’LT = 240.03’ST = 120.02’PIs Sta 461+80.33FLs = 360.00’LT = 240.03’ST = 120.02’PI Sta 465+55.48DL = 509.65’T = 255.17’R = 4,000.00’PIs Sta 468+73.92FFLs = 120.00’LT = 63.96’ST = 56.05’PI Sta 474+08.87DL = 947.82’T = 478.91’R = 2,680.00’PIs Sta 479+97.84FLs = 360.00’LT = 240.06’ST = 120.05’PI s S t a 4 8 3 + 1 7 . 7 8 FL s = 1 2 0 . 0 0 ’ L T = 8 0 . 0 0 ’ S T = 4 0 . 0 0 ’ P I S t a 4 8 7 + 4 4 . 5 3 DL = 7 7 3 . 2 7 ’ T = 3 8 6 . 7 5 ’ R = 1 3 , 0 0 0 . 0 0 ’ P I s S t a 1 2 + 0 0 . 0 9 FL s = 3 0 0 . 0 0 ’ L T = 2 0 0 . 0 9 ’ S T = 1 0 0 . 0 8 ’ P I S t a 1 5 + 5 2 . 0 5 DL = 5 0 0 . 0 0 ’ T = 2 5 2 . 0 5 ’ R = 1 , 6 0 0 . 0 0 ’ P I s S t a 4 8 4 + 8 3 . 4 1 FL s = 5 0 0 . 0 0 ’ L T = 3 3 3 . 4 1 ’ S T = 1 6 6 . 7 4 ’ P I s S t a 4 8 6 + 6 3 . 2 1 FL s = 3 6 0 . 0 0 ’ L T = 2 4 0 . 0 4 ’ S T = 1 2 0 . 0 4 ’ P I s S t a 2 5 + 1 5 . 9 1 FL s = 6 0 0 . 0 0 ’ L T = 4 0 1 . 4 7 ’ S T = 2 0 1 . 3 4 ’ P I S t a 2 8 + 5 7 . 9 8 DL = 2 8 5 . 5 6 ’ T = 1 4 3 . 5 4 ’ R = 1 , 1 3 5 . 0 0 ’ - L 3 - C U R V E D A T A -L2- RT STA. 457+00.00MATCHLINE SHEET 31 -L2- LT STA. 457+00.00MATCHLINE SHEET 31 P I S t a 1 4 + 6 1 . 7 5 DL = 9 1 9 . 3 0 ’ T = 4 6 1 . 7 5 ’ R = 3 , 9 4 0 . 0 0 ’ V = 70 MPHV = 70 MPH V = 7 0 M P H V = 7 0 M P H V = 6 5 M P H 5 0 2 5 5 0 1 0 0 C A T-1 STA. 461+70.63 END TEMP. WIDENING - L 3 - T S S t a . 4 8 1 + 5 0 . 0 0 - L 3 - -LI40E--L2RT- - L 2 R T- -L2RT- SRS Sta. 459+40.30-L2RT- SC Sta. 463+00.30 - L 2 R T - C S S t a . 4 6 8 + 0 9 . 9 6 - L 2 R T - S C S t a . 4 6 9 + 2 9 . 9 6 - L 2 L T - T S S t a . 4 8 4 + 2 3 . 1 7 -LI40W- PT Sta. 18+00.00 -LI40W- SC Sta. 13+00.00 - L 2 R T - S R S S t a . 4 8 2 + 3 7 . 7 8 - L 2 R T - C S S t a . 4 7 8 + 7 7 . 7 8 - L 2 R T - S C S t a . 4 8 3 + 5 7 . 7 8 -L2LT- - L 2 L T - -LI40W- ST Sta. 10+00.00 (0.00’) -L2LT- POT Sta. 457+31.22 = -LI40E- PT Sta. 19+19.30 - L 2 L T - S t a . 4 8 0 + 5 1 . 8 9 ( 4 0 . 2 5 ’ R T . ) - L 3 - P O T S t a . 4 8 0 + 5 0 . 0 0 = 460 -L2- LT - L 2 R T - 475+00 -L2- RT 480+00 -L2- RT 485+00 -L2- RT 15+00 465+00 470+00 475+00 -L2- LT 480+00 -L2- LT 485+00 485+00 470+00 465+00 -L2- RT 15+00460+00 -L2- RT-LI40W--LI40E- - R P140 D- - R P 1 4 0 D - S C S t a . 2 7 + 1 4 . 4 4 -RP140D- BC A D - R P 1 4 D - P T S t a . 3 0 + 0 0 . 0 0 I- 4 0 E B / I- 4 4 0 W B F L YOVE R CC1’0.0’1’C-C3’EXISTING INFALL 2GI18" RCP-IV2GI 2GIBM 1957 PG 101DB 4937 PG 551DB 14497 PG 1158 CLINTONEDDIE BERNARDBM 1957 PG 101DB 3149 PG 624CLINTONEDDIE BERNARDDB 10765 PG 883BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265 T. W. BRANDBM 1957 PG 101DB 1758 PG 203T. W. BRANDBM 1957 PG 101DB 2415 PG 685 T. W. BRANDBM 1957 PG 101DB 1758 PG 203BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265 S 0211’02" E 109.85’N 8751’50" E110.42’S 0214’29" E 109.67’N 8754’00" E179.85’S 0206’00" E 110.00’N 8757’22" E180.38’S 0206’00" E 110.00’N 8754’00" E N 8747’18" E180.49’N 8740’56" E75.48’N 0212’42" W 83.36’S 8748’58" W11.03’N 0222’18" W 1072.32’EIPEIPEIPEIPEIPEIPEIPR/W MON R/W MON EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WKING ARTHUR ROAD 60’ R/W BM 1957 PG 101 KING ARTHUR ROAD 60’ R/W BM 1957 PG 101GUARDRAILGUARDRAIL I4 4 0 VARIB LE WID T H BS T I4 4 0 V A R I B L E W I D T H B S T I-40 WEST RAMP VARIBLE WIDTH CONC BL-28 B L- 2 6 B L - 2 7 v v v T O P = 2 2 0 . 6 6 ’ T O P = 2 16. 4 3 ’ 15" RCP 4 2 " R C P 4 2 " R C P T O P = 2 1 0 . 0 3 ’ 3 0 " R C P 30" RCP T O P = 2 2 3 . 4 4 ’ T O P = 2 2 1 . 0 7 ’ IN V I N = 2 1 5 . 7 2 ’ I N V O U T = 2 1 5 . 5 7 ’ 15" RCP T O P = 2 2 8 .6 6 ’ 2 4 " R C P 2 4 " R C P T O P = 2 2 6 . 3 1 ’ I N V I N = 2 2 0 . 3 4 ’ IN V O U T = 2 2 0 . 1 1 ’ 24" RCP 15" R CP T O P = 2 2 9 . 5 2 ’ 30" RCP 36" RCP T O P = 2 2 8 . 5 7 ’ T O P = 2 1 3 . 1 2 ’ 42" RCP 30" RCPTOP=210.83’TOP=209.61’15" RCPTOP=207.26’ D I I N V O U T = 2 1 4 . 0 4 ’ DII N V O U T = 2 0 9. 2 2 ’ I N V O U T = 2 0 5. 7 3 ’ T O P = 2 13. 0 3 ’ DI T O P = 2 1 6 . 4 4 ’ D I I N V O U T = 2 1 3 . 0 9 ’ D I D I IN V O U T = 2 0 3 . 8 1 ’ D I T O P = 2 10 . 2 2 ’ IN V O U T = 2 0 5 . 8 2 ’T O P = 2 1 3 . 8 9 ’ IN V I N = 2 0 9 . 0 7 ’ D I D I I N V O U T = 2 2 0 . 0 4 ’ D I D I I N V O U T = 2 2 5 . 9 7 ’ D I IN V I N = 2 2 2 . 5 2 ’ I N V I N = 2 2 1 . 6 2 ’ IN V I N = 2 2 2 . 4 0 ’ IN V O U T = 2 2 1 . 7 4 ’ T O P = 2 2 9 . 3 0 ’ D I INV OUT = 2 2 5 . 5 5 ’ D I IN V IN = 2 2 3 .6 1’ IN V O U T = 2 2 3 . 6 1’ IN V O U T = 2 2 1 . 1 9 ’ I N V I N = 2 2 2 . 2 9 ’ I N V I N = 2 2 0 . 7 3 ’ T O P = 2 2 6 . 7 9 ’ D I D I D I DIDIINV IN=205.84’INV OUT=205.08’INV=204.51’BOTTOM OF BOX DIINV OUT=204.36’ IN V = 2 16 . 4 5 ’ T O P = 2 2 6 . 7 6 ’ IN V I N = 2 1 9 . 6 6 ’ IN V O U T = 2 1 9 . 5 1 ’ D I T O P = 2 4 0 . 8 4 ’ I N V I N = 2 3 5 . 1 4 ’ IN V O U T = 2 3 4 . 9 4 ’ T O P = 2 3 8 . 8 2 ’ D I I N V O U T = 2 3 5 . 1 7 ’ 42" RCP 18" RCP 18 " R C P I N V = 2 1 4. 8 5 ’ IN V I N = 2 1 4 . 8 1 ’ 30" RCP B L I N D J B I N V I N = 2 10. 2 9 ’ I N V I N = 2 0 8 . 2 3 ( 15 " ) I N V I N = 2 0 6 . 6 3 ’ ( 4 2 ") 42" RCP IN V = 2 18 . 7 3 ’ IN V O U T = 2 0 6 . 9 7 ’ IN V I N = 2 0 7 . 3 7 ’ IN V I N ( S ) = 2 0 4 . 3 8 ’ IN V I N ( 3 0 " ) = 2 0 4 . 5 5 ’ IN V I N ( E ) = 2 0 4 . 2 7 ’ 54" RCP 15 " CMP I N V = 2 5 6. 3 2 ’ T O P = 2 6 0. 5 3 ’ 54" RCP IN V O U T = 2 0 2 . 4 2 ’ IN V I N = 2 0 2 . 4 7 ’ T O P = 2 0 8 . 7 6 ’ D I 54" RCP IN V = 2 0 0 . 4 9 ’ IN V IN = 2 0 5 . 9 6 ’ I N V O U T = 2 0 8 . 6 3 ’ 3 0" CM P IN V = 2 1 8. 8 4 ’ IN V = 2 1 8. 2 4 ’ I N V = 2 1 8. 5 8 ’ C H A N N E L C O N C 30" R CP 30" RCP INV=203.65’INV=203.70’TOP=207.65’DI 36" RCP INV=203.64’INV=203.73’ 18 " R C P D I T O P = 2 1 2 . 0 6 ’ IN V = 2 0 8 . 9 6 ’ INV=203.21’CONC H/W 30" RCP INV=199.36’INV OUT = 202.43’INV IN = 202.75’TOP=208.43’DI INV OUT = 202.21’INV IN = 202.51’TOP=208.21’DIINV=211.30’INV=211.64’H/W CONC 42" RCP INV=201.85’INV=201.95’TOP=211.05’DI42" RCP TOP=207.71’INV=202.23’INV=202.04’DIINV=201.81’INV=201.66’TOP=207.72’DI 42" RCP42" RCP INV=201.05’INV=201.02’ 15" CMP I N V = 2 4 3 . 9 7 ’ T O P = 2 4 8 . 1 9 ’ D I 4 2 " R C P 42" RCP 30" RCP I N V I N = 2 0 3 . 7 8 ( 5 4 " ) I N V I N = 2 0 3 . 9 8 ’ ( 1 5 " ) T O P = 2 1 2 . 2 1 ’ D I I N V O U T = 2 0 3 . 6 6 ’ 42" RCP42" CMP42" CMP 36" RCP 42" RCP P A V E D D I T C H 18" RCP N5734’32"E 54.80’ N5734’29"E 50.00’ N5734’29"E 50.00’N3225’31"W 100.00’ N3225’31"W 100.00’N3225’31"W 100.00’ S5734’28" W 199.75’ S6232’57"W 57.22’ N3225’31"W 87.58’ EI P EI P EIPR/W MONR/W MON R/ W M O N R/ W M O N R/ W M O N R/ W M O N EXISTING R/W EXIS TING R/W EXISTING R/W E XISTING R/ W EXISTING R/ W E XISTING R/ W T R I A N G L E G R E E N W A Y S C O U N C I L B M 2 0 1 2 P G 2 0 3 D B 1 4 6 9 3 P G 1 1 0 9 U N D E R H I L L P R O P E R T I E S F A M I L Y L I M I T E D P A R T N E R S H I P D B 8 7 8 7 P G 3 7 6 L I V E O A K H O M E S I N C D B 1 3 7 6 3 P G 2 2 9 1 B M 2 0 0 5 P G 2 4 4 6 V I C T O R M O R E N O , M I R A N D A H J M A N U E L , D B 1 2 6 2 1 P G 1 2 0 4 B M 2 0 0 5 P G 2 4 4 6 B M 2 0 0 5 P G 2 4 4 6 D B 1 2 6 1 6 P G 8 2 9 M U S A M A N N E H R O D E R I C K J & H E L A I N E F A N T H O N Y D B 1 2 5 8 3 P G 1 4 2 1 B M 2 0 0 5 P G 2 4 4 6 E M P E R A T R I Z D E L G A D O P N AD 83/ N SRS 2007