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Home My WebLink About20140350 Ver 1_Application_20140408 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY April 8, 2014 Mr. Brad Shaver U. S. Army Corps of Engineers Regulatory Field Office 69 Darlington Avenue Wilmington, North Carolina 28403 Dear Sir: Subject: Application for Section 404 Nationwide Permit (NWP) 23 and Section 401 Water Quality Certification for the widening of Kerr Avenue (SR 1175) from Randall Parkway to Martin Luther King, Jr. Parkway (SR 2649); TIP Project U-3338B; Federal Aid Project No. STP-1175(8), Debit $240 from WBS No. 34932.1.1. Please find enclosed PCN, permit drawings, stormwater management plan, and roadway plans for the above referenced project proposed by the North Carolina Department of Transportation (NCDOT). A Federal Categorical Exclusion (CE) was completed for this project on May 28, 2008 that included both Sections B and C of this project, and distributed shortly thereafter. An addendum to this CE was completed on March 28, 2011. A Right-of-Way Consultation was completed for this project on May 7, 2012. The NCDOT proposes to widen Kerr Avenue from Randall Parkway to Martin Luther King, Jr. Parkway (Section B), and that section of the project is the subject of this application. The improvements will widen Kerr Avenue to a four-lane facility with a raised 23-foot median, five- foot sidewalks and four-foot bicycle lanes. Widening locations were evaluated on each side of Kerr Avenue and then selected on either the east or west side to accommodate the best alignment, minimize impact, and permit maintenance of traffic during construction. A new- location connector road will extend from Market Street (at Wilmington Avenue) to Kerr Avenue (at Birchwood Drive) to provide the quadrant intersection design for Market Street evaluated in the CE Addendum. Section C includes improvements to the intersection of Kerr Avenue and Martin Luther King, Jr. Parkway, and is not currently funded for construction. The NCDOT will submit a separate permit application for that section at a later date. Proposed permanent impacts to wetlands from project construction are 0.05 acre for roadway fill, and less than 0.01 acre of excavation in wetlands. Permanent stream impacts include 36 feet. Utility relocations will not impact wetlands or streams. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 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: 23 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (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: Kerr Avenue Widening and Improvements from Randall Parkway to MLK Jr. Parkway 2b. County: New Hanover 2c. Nearest municipality / town: Wilmington 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: U-3338B 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) 707-6107 3g. Fax no.: (919) 431-2002 3h. Email address: gcashin@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: 34.242797, Longitude: -77.890127 1c. Property size: 112.1 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Smith Creek and Spring Branch 2b. Water Quality Classification of nearest receiving water: C SW 2c. River basin: Cape Fear River Basin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Residential and commercial development along roadways, and forest along stream and wetland corridors. 3b. List the total estimated acreage of all existing wetlands on the property: 1.29 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,000 3d. Explain the purpose of the proposed project: The primary purpose of the project is to increase capacity and improve traffic flow along Kerr Avenue. Improvements are needed to increase capacity in order to raise level of service conditions at most intersections in the project area. 3e. Describe the overall project in detail, including the type of equipment to be used: Widening of Kerr Avenue with sidewalks and bike lines and constructing a new connector to Market Street. 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: 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): Cindy Carr Agency/Consultant Company: NCDOT Other: Mulkey 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. May 14, 2010 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 3 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 3 P T fill Non-riparian Yes No Corps DWQ 0.01 Site 4 P T excavation riparian Yes No Corps DWQ <0.01 Site 8 P T fill riparian Yes No Corps DWQ 0.04 2g. Total wetland impacts 0.05 Perm. 2h. Comments: There will be 0.07 ac of hand clearing. Additionally, there will be 0.01 ac of temporary fill in hand clearing areas for erosion control measures. 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 4 P T 30” RCP An intermittent stream with abutting wetlands beginning at a pipe outlet and extending to the twin pipes at McLelland Drive; an unnamed tributary of Spring Branch PER INT Corps DWQ 5 36 Site 4 P T “ “ PER INT Corps DWQ 5 13 3h. Total stream and tributary impacts 36 Perm 13 Temp 3i. Comments: Site 4 is an intermittent stream not identified in the NRTR, but identified in a later field review with the agencies. 4 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 Jurisdictional ditch (DD) drains through a pipe to Burnt Mill Creek 103” x 71” arch pipe Trib. to waters of the U.S. <0.01 O1 P T “ “ “ 0.04 O2 P T Jurisdictional ditch (DA) drains to the City of Wilmington’s enclosed stormwater system 48” RCP Trib. to waters of the U.S. <0.01 O2 P T “ “ “ <0.01 O4 P T Unnamed tributary of Spring Branch 30” RCP An intermittent stream with abutting wetlands beginning at a pipe outlet and extending to the twin pipes at McLelland Drive <0.01 O4 P T “ “ “ <0.01 O6 P T Jurisdictional ditch (DB) drains to perennial stream SC, an unnamed tributary of Spring Branch 24” RCP Trib. to waters of the U.S. 0.04 O6 P T “ “ “ 0.02 4f. Total open water impacts 0.05 Permanent 0.07 Temporary 4g. Comments: : The NRTR addendum identifies four maintained ditches that were determined to be jurisdictional during the September 22, 2009 field verification. The NRTR addendum identifies them as DA, DB, DC, DD. Of these, DA, DB & DD are tributaries to waters, so only surface water impacts are shown. DC was dropped as a jurisdictional feature. Site 4 is an intermittent stream not identified in the NRTR, but identified in a later field review with the agencies.. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 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. Widening along the existing roadway using a “best-fit” alignment. 3:1 slopes in jurisdictional areas. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for the Protection of Surface Waters and erosion control measures will be utilized. 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: During preparation of the CE addendum, it was determined that the linear water features are subject to Section 404/401 permitting, but not subject to requirements for compensatory mitigation. Due to the minimal amount of wetland impacts, compensatory mitigation for wetlands is not proposed. 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: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 8 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management 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 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): 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 study area is nearly built-out and local planners do not expect the improvements to change land use patterns or encourage substantial new development. Therefore, a detailed indirect or cumulative effects study is not required." (CE Addendum, p. 39) 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 11 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 -L- Sta 30+55 Rt 103" x 71" Arch Pipe <0.01 0.04 2 -L- Sta 43+50 Rt 48" RCP <0.01 <0.01 3 -Y1- Sta 13+70 Rt Roadway Fill 0.01 <0.01 0.02 4 -Y7A- Sta 13+35 Lt 30" RCP <0.01 <0.01 0.01 <0.01 <0.01 36 13 6 -Y17- Sta 12+65 Lt/Rt 24" RCP 0.04 0.02 8 -SRI- Sta 14+00 Rt Roadway Fill 0.04 0.04 TOTALS:0.05 0.01 <0.01 0.07 0.05 0.07 36 13 NOTE: 0.01 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures ATN Revised 3/31/05 SHEET 4/8/2014 NEW HANOVER COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WBS - 34932.1.1 (U-3338B) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS Permit Drawing Sheet 20 of 20 ARTMEN N A S O H W I L M I N G T O N - S R 1 1 7 5 ( K E R R A V E ) F R O M G R A D I N G , P A V I N G , R E S U R F A C I N G , C U R B & G U T T E R , D R A I N A G E , A N D S I G N A L S 102040 20102040 202 DHVDTV ======9 555 50 %%MPH ADTADT% * 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 000PROFILE (HORIZONTAL) 3 4 9 3 2 . 1 . 1 P . E . S T P - 1 1 7 5 ( 8 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 09/08/99 U - 3 3 3 8 B D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 00 See Sheet 1-A For Index of Sheets21-JAN-2014 07:01R:\Roadw ay\Proj\u3338b_rdy_tsh.dgn$$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CON TRACT:TIP PROJECT:U -3338B DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA See Sheet 1-B For Conventional SymbolsVICINITY MAP PROJECT BEGIN PROJECT ENDRAILROADCSXSpringCSXWILMINGTONBranchKerrN.Ave.Hayne Rd.Rd.Kerr Ave.MarketSt.Independence CollegeRd.OleanderDr.WestS.E%17%76 %74%117 dR$40(132InF (133At Wilmington University ofNorth Carolina SR 1175 New HanoverCounty Airport RAILROADS. College76%74%17 %117 (132 117%132( N E W H A N O V E R C O U N T Y Blvd.* ( TTST 1%+DUAL 4%) M I M I THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE C I T Y O F W I L M I N G T O N . TO MASONBORO K E R R A V E. S R 1 1 7 5 - L- L U T H E R K I N G , J R . P A R K W A Y ) FUNC. CLASS = ARTERIAL -Y1- RANDALL P A R K W A Y - Y 2 - G R E E N W A Y A V E - Y 3 - E M E R S O N S T - Y 4 - F R A N K L I N A V E - Y 5 - C I N E M A D R - Y 7 - B I R C H W O O D D R - Y 9 - Y E S T E R O A K S D R - Y 1 0 - F A I R L A W N D R - Y 1 1 - S U N G L O W D R - Y 1 2 - N E W C E N T R E D R M A R K E T S T - Y 6 - U S 1 7 - Y 8 - M c C L E L L A N D D R 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 OleanderDr.WrightsvilleAve.BurntMillCreekRandallPkwy.RAILROADCSX SR 2649LIMITSCITYWILMINGTONMartinLutherKingJr.Pkwy. - Y 1 5 - P R I N C E S S P L A C E D R TO M U RR A Y S V ILL E 448 1 9 R A N D A L L P A R K W A Y T O S R 2 6 4 9 ( M A R T I N 74%17-Y- PATRICK AVE-YA- PATRICK AVE - S R 1 - B R E N D A M O O R E , P E 30 3 6 2014203428,35029,350 J U N E 2 9 , 2 0 1 2 24 34 3 3 3 1 25 C I N E M A D R - Y 5 B - 35 - Y 1 7 - - Y 1 6 - W I L M I N G T O N A V E E X T E N S I O N - Y 7 A - W I L M I N G T O N A V E REGIONAL TIER T A T I A L . W H I T E , P E TO T A L L E N G T H O F T I P P R O J E C T U - 3 3 3 8 B LE N G T H O F R O A D W A Y T I P P R O J E C T U - 3 3 3 8 B = 1 . 6 4 0 = 1 . 6 4 0 BEGIN TIP PROJECT U- 3 3 3 8 B STA. 10+10.00 -L- E N D T I P P R O J E C T U - 3 3 3 8 B S T A . 9 1 + 2 0 . 0 0 - L - E N D C O N S T R U C T I O N S T A . 9 6 + 7 0 . 8 7 - L - C S X R A I L R O A D 3 4 9 3 2 . 2 . 2 S T P - 1 1 7 5 ( 1 0 ) R / W & U T I L I T I E S REVISED SIGNALPROPOSED SIGNAL 20 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S M A R T I N L U T H E R K I N G , J R . P A R K W A Y U S 7 4 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIM I T S E S T A B L I S H E D B Y M E T H O D I I I . 32 2122 23 26 27 28 29 37 38 39 4 0 4 1 - Y 1 3 - S A G E D A L E D R 22A N O V E M B E R 1 8 , 2 0 1 4 RAILS U N D E R A S P H A L T MAIL BOXESCONC. PAD/ N A D 8 3 / 9 5 Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equalit y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t Propos e d T e m p o r a r y D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t U t i l i t y E a s e m e n t HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : ROA D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R}T pQle]/b H - F r a m e P o l e O O P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W v v D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U / G T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 - B U - 3 3 3 8 B A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 04/16/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos e d T e m p o r a r y U t i l i t y E a s e m e n t T U E Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E Propos e d A e r i a l U t i l i t y E a s e m e n t C R Propos e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S CO N V E N T I O N A L P L A N S H E E T S Y M B O L S U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos e d C o n t r o l o f A c c e s s L i n e w i t h - Y 15 - - Y 13 - - S R 1- -Y- -Y5- -Y6- -Y8 - -Y9 - -Y11- GREENWAY DRIVE NCDOT BASEL INE STAT ION BY8 -29 NCDO T BASEL INE STAT ION BY9 -30 NCDO T BASEL INE STAT ION BL -25 NCDOT BASELINE STATION BL-10STATION BL-11 NCDOT BASELINE NCDOT BASELINE STATION BL-15 NCGS MON. "FRANKLIN" NCDOT BASELINE STATION BL-17 NCDOT BASELINE STATION BL-18 N C D O T B A S E L I N E S T A T I O N B Y 5 - 2 3 NCDO T BASEL INE STAT ION BL -19 NCDO T BASEL INE STAT ION BY 6 -25 NCDO T BASEL INE STAT ION BL -20 S T A T IO N B L - 2 1 N C D O T B A S E L IN E S T A T IO N B L - 2 3 N C D O T B A S E L IN E NCDO T BASEL INE STAT ION BL -24 -Y10 - COLLEGIATE DRIVERANDALL PARKWAY RANDALL PARKWAYEMERSON STREET -Y4- CINEMA DRIVE S R 130 1 - P R I N C E S S P L A C E D R I V E -Y 7- N EW C E N T R E D RI V E S A G E D A LE D R I V E - L- - L- - L- -L-STA. 10+10.00 -L- BEGIN TIP PROJECT U - 3 3 3 8 B -YA--Y1--Y1--Y2-WKD#14EIP BY1032PK NAIL BY1033 LG. REBAR LG. REBAR U33382 FRANKLIN1NCGS MON. NCGS MON. WKD#14EIP BY1032PK NAIL BY1033 LG. REBAR LG. REBAR U33381CM / BRASS CAPU33382 FRANKLIN1NCGS MON. NCGS MON. NCDO T BASEL INE STAT ION BL -22 NCDOT BASELINE STATION BY-8 NCDOT BAS E L I N E S T A T I O N B Y 2 - 1 7 -Y3- NCDOT BASELINE STATION BL-16 US 17 - MARKET STREET SUNGLOW DRIVE NCDOT GPS MONUMENT U3338-2NCDOT BASELINE STATION BY-9STATION BL-12NCDOT BASELINESTATION BY-10 NCDOT BASELINENCDOT BASELINE STATION BL-13 NCDOT BASELINE STATION BY4-19 NCDOT BASELINE STATION BY-12NCDOT BASELINE STATION BY-13NCDOT BASELINE STATION BY-14 NCDOT BASELINE STATION BL-14NCDOT BASELINE STATION B Y 1 - 1 6 NCDOT BASELINE STATION BY3-18 N C D O T B A S E L I N E S T A T I O N B Y 5 - 2 1 N C G S M O N . " K E R R " N C D O T B A S E L I N E S T A T I O N B Y 5 - 2 4 -Y6-US 17 - MARKET STREET NCDO T BASEL INE STAT ION BY7 -26 NCDO T BASEL INE STAT ION BY7 -28 NCDO T BASEL INE STAT ION BY10 -32 NCDO T BASEL INE STAT ION BL -31 S T A T ION B Y 10 - 3 3 N C DO T B A S E L IN E S R 117 5 - NO R T H KE RR A V E N U E M cCLE LL AND DR IVE M cCLELL AND DR IVE -Y8 - YESTEROAKS DR IVE FA IRLAWN DR IVE FRANKLIN AVENUE NCDOT GPS MONUMENT U3338-1 NCDOT GPS MONUMENT REBAR & CAP NCDOT GPS MONUMENT REBAR & CAP U33386U33386 NCGS MON.NCGS MON. NCGS MON.NCGS MON. NCGS MON.NCGS MON. U33384U33384 NCDOT GPS MONUMENT REBAR & CAP U33381CM / BRASS CAP U33381CM / BRASS CAPPATRICK AVENUE PATRICK AVENUE - L - - L - S T A T I O N B Y 5 - 2 2 N C D O T B A S E L I N E D R IV E B IR C H WO O D - Y 12- S T A T ION B Y 11- 3 5 N C DO T B A S E L IN E S T A T ION B Y 11- 3 4 N C DO T B A S E L IN E SR 1175 - S O U T H K E R R A V E N U E S T A . 9 1 + 2 0 . 0 0 - L - E N D T I P P R O J E C T U - 3 3 3 8 B INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROLBY THE NCDOT LOCATION AND SURVEYS UNIT.PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN(HIGH ACCURACY REFERENCE NETWORK) NAD 83/95 ADJUSTMENT. THIS CALIBRATIONWILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHENUSING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHERSYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIESMAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTINGPROJECT CONTROL DATA AT:IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION HTTP://WWW.NCDOT.ORG/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/THE FILES TO BE FOUND ARE AS FOLLOWS:SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.NOTES: 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 . L o c a t i o n a n d S u r v e y s 1 C N O T E : D R A W I N G N O T T O S C A L E N C D O T G P S M O N U M E N T U 3 3 3 8 - 4 N C G S M O N U M E N T " I L M A " N C G S M O N U M E N T " I L M B " N C D O T G P S M O N U M E N T U 3 3 3 8 - 6 N C G S M O N U M E N T " C A M A " NAD 83 /95 NC GR ID U33383U33383 NCDOT GPS MONUMENT REBAR & CAP N C D O T G P S M O N U M E N T U 3 3 3 8 - 3 U3338B_LS_CONTROL_090428.TXT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c o n s t r u c t i o n l a y o u t . T h i s f i l e i s t o a i d i n t h e u s e o f R e a l T i m e K i n e m a t i c ( R T K ) G P S d u r i n g t h e t w o s y s t e m s . P l e a s e t a k e c a r e i n u t i l i z i n g t h e s e c o o r d i n a t e s t o e l i m i n a t e c o n f u s i o n o f d e r i v e d . w h i c h i s v e r y s i m i l a r t o N o r t h C a r o l i n a Z o n e 3 2 0 0 f r o m w h i c h i t i s C o o r d i n a t e S y s t e m T h e N o r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n u s e s a L o c a l i z e d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H e i g h t - 2 5 . 5 1 9 m S i t e S c a l e F a c t o r 0 . 9 9 9 9 7 0 0 0 1 0 L o n g i t u d e 7 7 * 5 2 ’ 5 7 . 4 4 2 9 1 " W L a t i t u d e 3 4 * 1 3 ’ 1 9 . 5 7 5 2 6 " N L o c a l i z e d a r o u n d U 4 7 1 8 - 5 L O C A L S I T E I N F O R M A T I O N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H e i g h t U n i t s U S s u r v e y f e e t D i s t a n c e U n i t s U S s u r v e y f e e t C o o r d i n a t e U n i t s U S s u r v e y f e e t S u b G r i d V e r t i c a l D a t u m N A V D 8 8 G e o i d M o d e l G e o i d 0 3 ( C o n u s ) N C H o r i z o n t a l D a t u m N A D 1 9 8 3 / 9 5 ( C o n u s ) 1 9 8 3 ( a t g r o u n d ) 3 2 0 0 C o o r d i n a t e S y s t e m U S S t a t e P l a n e Z o n e N o r t h C a r o l i n a T I P N u m b e r U - 3 3 3 8 G P S C a l i b r a t i o n R e p o r t U - 3 3 3 8 - B D A T U M D E S C R I P T I O N T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T IS B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y N C D O T F O R M O N U M E N T " U 4 7 1 8 - 5 " W I T H N A D 8 3 / 9 5 S T A T E P L A N E G R I D C O O R D I N A T E S O F N O R T H I N G : 1 7 3 , 7 2 8 . 0 0 5 ’ ( f t ) E A S T I N G : 2 , 3 3 7 , 7 9 5 . 8 4 0 ’ ( f t ) E L E V A T I O N : 3 7 . 6 5 6 ’ ( f t ) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T ( G R O U N D T O G R I D ) I S : 1 . 0 0 0 0 2 9 9 9 9 9 T H E N . C . L A M B E R T G R I D B E A R I N G A N D L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M " U 4 7 1 8 - 5 " T O - L - S T A T I O N 5 + 0 0 . 0 0 I S N 2 7 2 4 ’ 1 9 " W 2 , 7 3 4 . 1 7 0 ’ A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S V E R T I C A L D A T U M U S E D I S N A V D 8 8 S U R V E Y C O N T R O L S H E E T U - 3 3 3 8 - B N O T E : D R A W I N G N O T T O S C A L E INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROLBY THE NCDOT LOCATION AND SURVEYS UNIT.PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN(HIGH ACCURACY REFERENCE NETWORK) NAD 83/95 ADJUSTMENT. THIS CALIBRATIONWILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHENUSING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHERSYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIESMAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTINGIS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION HTTP://WWW.NCDOT.ORG/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.PROJECT CONTROL DATA AT:THE FILES TO BE FOUND ARE AS FOLLOWS:NOTES: 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 . L o c a t i o n a n d S u r v e y s 1 E BY417 BY4-17 180082.4922 2335683.7889 39.31 15+90.45 38. 8 3 L T BY419 BY4-19 179916.2760 2335115.8837 39.02 10+00.00 0 . 0 0 ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSE T BY4 BY318 BY3-18 179744.5968 2336332.9834 39.37 OUTSIDE PROJECT LIMITS BY316 BY3-16 179612.7201 2335786.5225 36.79 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSE T BY3 BY214 BY2-14 178704.5974 2335984.9549 34.10 15+87.33 0 . 0 0 BY217 BY2-17 178396.7494 2334570.6595 35.00 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSE T BY2 BY116 BY1-16 178440.8101 2337049.3797 38.10 OUTSIDE PROJECT LIMITS BY113 BY1-13 178315.5055 2336069.9919 36.24 10+00.00 0. 0 0 R T ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSE T BY1 BY14 BY-14 177466.5947 2337325.7463 39.11 28+99.76 0 . 0 0 BY13 BY-13 177456.9654 2336819.5654 38.56 23+92.70 0. 7 7 R T BY12 BY-12 177410.9902 2336536.0185 37.38 21+05.26 0. 4 2 R T BY11 BY-11 177283.2704 2336260.7555 37.01 18+07.93 61. 6 2 R T BY10 BY-10 177239.0001 2335839.3391 30.68 13+87.32 3. 0 4 R T BY9 BY-9 177147.7303 2335625.2314 29.96 11+53.72 0 . 0 0 BY8 BY-8 176968.1864 2335246.6047 30.85 OUTSIDE PROJECT LIMITS U33382 U3338-2 176815.3425 2334862.2876 32.97 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSE T BY BL10 BL-10 176751.6070 2336376.3996 36.02 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION YA STATION OFFSE T BL BL10 BL-10 176751.6070 2336376.3996 36.02 11+61.16 3. 7 3 R T ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION Y STATION OFFSE T BL ILMB1 NCGS ILM B 189210.8582 2335309.7000 8.48 OUTSIDE PROJECT LIMITS ILMA1 NCGS ILM A 189756.6495 2332699.6837 26.29 OUTSIDE PROJECT LIMITS U33386 U3338-6 185689.8529 2339349.6781 19.01 103+34.42 3693.67 8 8 R T U33385 U3338-5 185575.2836 2338177.2299 18.67 101+63.31 2528.13 9 9 R T U33384 U3338-4 185860.4900 2331254.2131 29.41 101+13.51 4400.57 0 3 L T U33383 U3338-3 185305.8906 2332347.7416 32.81 96+12.43 3281.51 0 0 L T BL25 BL-25 184925.6892 2335576.1580 29.07 93+88.74 38. 4 9 L T BL24 BL-24 184622.0398 2335573.0594 29.94 90+85.29 26. 9 0 L T CAMA1 NCGS CAMA 183540.3786 2346038.5285 40.92 85+10.81 10478.61 8 4 R T BL23 BL-23 183978.9108 2335537.5822 32.33 84+41.20 31. 2 5 L T BL31 BL-31 183475.4431 2335513.8465 35.19 79+37.17 30. 6 2 L T BL22 BL-22 183315.8606 2335566.0821 36.16 77+80.30 29. 2 7 R T BL21 BL-21 182587.9705 2335476.6217 35.94 70+48.94 24. 9 0 L T BL20 BL-20 182247.5226 2335454.4098 36.85 67+07.81 30. 6 3 L T BL19 BL-19 181886.5648 2335493.6304 37.42 63+49.18 26. 0 0 R T KERR1 NCGS KERR 181239.1825 2335403.2979 40.46 57+03.49 43 . 7 7 L T BL18 BL-18 180571.0904 2335577.4305 38.98 50+18.89 4. 4 6 L T BL17 BL-17 180082.4922 2335683.7889 39.32 45+18.85 3. 8 3 L T FRANKLIN1 NCGS FRANKLIN 179887.5296 2335751.4725 39.58 43+13.99 21 . 1 0 R T BL16 BL-16 179612.7201 2335786.5225 36.80 40+37.98 2. 7 5 L T BL15 BL-15 179338.2014 2335872.6590 36.62 37+51.46 23. 3 8 R T BL14 BL-14 178704.5974 2335984.9549 34.10 31+08.43 0. 8 4 L T BL13 BL-13 178315.5055 2336069.9919 36.25 27+10.16 0. 0 0 L T BL12 BL-12 177901.0270 2336136.0069 36.54 22+91.09 23. 1 2 L T U33381 U3338-1 176940.5726 2333752.3135 28.77 18+56.41 2556. 0 1 L T BL11 BL-11 177283.2704 2336260.7555 37.05 16+60.93 31. 8 3 L T BL10 BL-10 176751.6070 2336376.3996 36.02 11+16.83 31. 2 2 L T ------------ ---------------- ---------------- ---------------- ---------------- ---------------- --------- - - - - - - - POINT DESC. NORTH EAST ELEVATION L STATION OFFSE T BL B Y 1 1 3 5 B Y 1 1 - 3 5 1 8 4 7 7 5 . 0 9 4 1 2 3 3 6 1 1 4 . 4 3 5 8 2 5 . 8 3 1 5 + 1 6 . 2 8 0 . 0 0 B Y 1 1 3 4 B Y 1 1 - 3 4 1 8 4 8 8 7 . 9 5 4 8 2 3 3 5 6 6 0 . 9 2 6 2 2 7 . 5 5 1 0 + 4 8 . 9 4 0 . 0 0 B Y 1 1 2 5 B Y 1 1 - 2 5 1 8 4 9 2 5 . 6 8 9 2 2 3 3 5 5 7 6 . 1 5 8 0 2 9 . 0 7 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 1 3 S T A T I O N O F F S E T B Y 1 1 B Y 1 0 3 3 B Y 1 0 - 3 3 1 8 3 9 0 6 . 8 4 5 0 2 3 3 5 9 6 2 . 6 3 2 3 3 0 . 5 5 1 4 + 0 4 . 3 7 2 2 . 5 7 R T B Y 1 0 2 3 B Y 1 0 - 2 3 1 8 3 9 7 8 . 9 1 0 8 2 3 3 5 5 3 7 . 5 8 2 2 3 2 . 3 0 O U T S I D E P R O J E C T L I M I T S B Y 1 0 3 2 B Y 1 0 - 3 2 1 8 3 9 9 3 . 9 4 3 4 2 3 3 5 3 4 4 . 2 8 1 8 3 0 . 5 6 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 1 2 S T A T I O N O F F S E T B Y 1 0 B Y 1 0 3 3 B Y 1 0 - 3 3 1 8 3 9 0 6 . 8 4 5 0 2 3 3 5 9 6 2 . 6 3 2 3 3 0 . 5 5 O U T S I D E P R O J E C T L I M I T S B Y 1 0 2 3 B Y 1 0 - 2 3 1 8 3 9 7 8 . 9 1 0 8 2 3 3 5 5 3 7 . 5 8 2 2 3 2 . 3 0 1 3 + 5 2 . 5 0 2 3 . 6 3 R T B Y 1 0 3 2 B Y 1 0 - 3 2 1 8 3 9 9 3 . 9 4 3 4 2 3 3 5 3 4 4 . 2 8 1 8 3 0 . 5 6 1 1 + 5 3 . 3 0 0 . 0 1 L T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 1 1 S T A T I O N O F F S E T B Y 1 0 B Y 9 3 1 B Y 9 - 3 1 1 8 3 4 7 5 . 4 4 3 1 2 3 3 5 5 1 3 . 8 4 6 5 3 5 . 1 9 1 3 + 6 9 . 5 0 0 . 0 0 L T B Y 9 3 0 B Y 9 - 3 0 1 8 3 4 9 6 . 3 6 5 0 2 3 3 5 0 8 4 . 2 2 9 4 3 3 . 8 6 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 1 0 S T A T I O N O F F S E T B Y 9 B Y 8 2 9 B Y 8 - 2 9 1 8 3 3 0 6 . 0 5 2 4 2 3 3 5 7 7 1 . 1 0 0 8 3 4 . 6 6 1 2 + 3 4 . 5 2 0 . 0 0 B Y 8 2 2 B Y 8 - 2 2 1 8 3 3 1 5 . 8 6 0 6 2 3 3 5 5 6 6 . 0 8 2 1 3 6 . 1 5 1 0 + 2 9 . 2 7 0 . 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 9 S T A T I O N O F F S E T B Y 8 B Y 7 2 8 B Y 7 - 2 8 1 8 2 5 7 5 . 8 6 9 6 2 3 3 5 8 9 6 . 7 3 7 1 3 6 . 1 9 1 8 + 5 6 . 1 3 1 9 . 8 7 R T B Y 7 2 1 B Y 7 - 2 1 1 8 2 5 8 7 . 9 7 0 5 2 3 3 5 4 7 6 . 6 2 1 7 3 5 . 9 4 1 4 + 3 5 . 9 2 2 8 . 2 1 R T B Y 7 2 6 B Y 7 - 2 6 1 8 2 6 3 7 . 3 3 5 7 2 3 3 5 0 4 2 . 5 9 0 2 3 5 . 9 6 1 0 + 0 0 . 0 0 0 . 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 8 S T A T I O N O F F S E T B Y 7 B Y 6 2 0 B Y 6 - 2 0 1 8 2 2 4 7 . 5 2 2 6 2 3 3 5 4 5 4 . 4 0 9 8 3 6 . 8 4 1 3 + 7 3 . 5 3 0 . 5 2 R T B Y 6 2 5 B Y 6 - 2 5 1 8 2 1 4 2 . 7 3 4 9 2 3 3 5 2 2 6 . 1 6 4 2 3 6 . 8 9 1 1 + 2 6 . 0 7 3 0 . 9 7 L T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 7 S T A T I O N O F F S E T B Y 6 B Y 5 2 4 B Y 5 - 2 4 1 8 1 4 6 1 . 3 0 1 4 2 3 3 6 4 4 1 . 2 4 6 4 4 1 . 3 3 3 0 + 8 8 . 8 8 4 2 . 6 5 L T B Y 5 2 3 B Y 5 - 2 3 1 8 1 3 4 8 . 0 2 2 4 2 3 3 5 9 0 6 . 5 5 9 0 4 0 . 8 8 2 5 + 4 2 . 3 4 4 6 . 0 6 L T A K E R R 1 N C G S K E R R 1 8 1 2 3 9 . 1 8 2 5 2 3 3 5 4 0 3 . 2 9 7 9 4 0 . 4 6 2 0 + 2 7 . 4 4 4 7 . 1 1 L T B Y 5 2 2 B Y 5 - 2 2 1 8 1 1 1 6 . 1 5 3 8 2 3 3 4 8 9 8 . 0 7 2 3 4 0 . 4 9 1 5 + 0 7 . 6 0 3 4 . 7 1 L T B Y 5 2 1 B Y 5 - 2 1 1 8 1 0 1 2 . 9 2 7 3 2 3 3 4 3 8 0 . 9 2 7 9 3 9 . 8 0 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N Y 6 S T A T I O N O F F S E T B Y 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 1 9 + 3 4 0 R I G H T N 1 8 3 9 7 9 E 2 3 3 5 5 3 8 B L 2 3 E L E V A T I O N = 3 2 . 3 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R L S T A T I O N 7 1 + 8 9 0 R I G H T N 1 8 3 3 1 6 E 2 3 3 5 5 6 6 B L 2 2 E L E V A T I O N = 3 6 . 1 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 6 4 + 5 5 0 R I G H T N 1 8 2 5 8 8 E 2 3 3 5 4 7 7 B L 2 1 E L E V A T I O N = 3 5 . 9 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R L S T A T I O N 6 1 + 1 4 0 R I G H T N 1 8 2 2 4 8 E 2 3 3 5 4 5 4 B L 2 0 E L E V A T I O N = 3 6 . 8 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 5 7 + 5 1 0 R I G H T N 1 8 1 8 8 7 E 2 3 3 5 4 9 4 B L 1 9 E L E V A T I O N = 3 7 . 4 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H B R A S S C A P L S T A T I O N 4 8 + 9 2 0 R I G H T N 1 8 0 5 7 1 E 2 3 3 5 5 7 7 B L 1 8 E L E V A T I O N = 3 8 . 9 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H B R A S S C A P L S T A T I O N 3 9 + 0 7 0 R I G H T N 1 8 0 0 8 2 E 2 3 3 5 6 8 4 B L 1 7 E L E V A T I O N = 3 9 . 3 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H B R A S S C A P L S T A T I O N 3 4 + 2 3 0 R I G H T N 1 7 9 6 1 3 E 2 3 3 5 7 8 7 B L 1 6 E L E V A T I O N = 3 6 . 8 0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 3 6 + 2 5 0 R I G H T N 1 7 9 3 3 8 E 2 3 3 5 8 7 3 B L 1 5 E L E V A T I O N = 3 6 . 6 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R L S T A T I O N 2 9 + 8 1 0 R I G H T N 1 7 8 7 0 5 E 2 3 3 5 9 8 5 B L 1 4 E L E V A T I O N = 3 4 . 1 0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H B R A S S C A P L S T A T I O N 2 0 + 9 4 0 R I G H T N 1 7 8 3 1 6 E 2 3 3 6 0 7 0 B L 1 3 E L E V A T I O N = 3 6 . 2 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 1 6 + 7 4 0 R I G H T N 1 7 7 9 0 1 E 2 3 3 6 1 3 6 B L 1 2 E L E V A T I O N = 3 6 . 5 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 1 0 + 4 4 0 R I G H T N 1 7 7 2 8 3 E 2 3 3 6 2 6 1 B L 1 1 E L E V A T I O N = 3 7 . 0 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R L S T A T I O N 5 + 0 0 0 R I G H T N 1 7 6 7 5 2 E 2 3 3 6 3 7 6 B L 1 0 E L E V A T I O N = 3 6 . 0 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B E N C H M A R K S * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 5 S T A T I O N 1 0 + 0 0 0 R I G H T N 1 7 9 9 1 6 E 2 3 3 5 1 1 6 B Y 4 1 9 E L E V A T I O N = 3 9 . 0 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H I R O N P I N S 7 7 4 3 ’ 1 2 . 2 " W D i s t 8 6 0 . 0 9 Y 3 S T A T I O N 1 0 + 0 0 N 1 7 8 3 9 7 E 2 3 3 4 5 7 1 B Y 2 1 7 E L E V A T I O N = 3 5 . 0 0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C D O T G P S M O N U M E N T R E B A R & C A P S 6 8 1 4 ’ 2 6 . 6 " W D i s t 6 8 0 . 2 8 Y 1 S T A T I O N 1 0 + 0 0 N 1 7 6 8 1 5 E 2 3 3 4 8 6 2 U 3 3 3 8 2 E L E V A T I O N = 3 2 . 9 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 1 S T A T I O N 2 9 + 0 0 0 R I G H T N 1 7 7 4 6 7 E 2 3 3 7 3 2 6 B Y 1 4 E L E V A T I O N = 3 9 . 1 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 1 S T A T I O N 2 1 + 0 5 0 R I G H T N 1 7 7 4 1 1 E 2 3 3 6 5 3 6 B Y 1 2 E L E V A T I O N = 3 7 . 3 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 1 S T A T I O N 1 3 + 8 7 3 R I G H T N 1 7 7 2 3 9 E 2 3 3 5 8 3 9 B Y 1 0 E L E V A T I O N = 3 0 . 6 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 1 S T A T I O N 1 1 + 5 4 0 R I G H T N 1 7 7 1 4 8 E 2 3 3 5 6 2 5 B Y 9 E L E V A T I O N = 2 9 . 9 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R S 6 8 0 7 ’ 4 7 . 7 " W D i s t 2 6 6 . 6 9 Y 1 S T A T I O N 1 0 + 0 0 N 1 7 6 9 6 8 E 2 3 3 5 2 4 7 B Y 8 E L E V A T I O N = 3 0 . 8 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H I R O N P I P E N 8 2 4 2 ’ 3 2 . 7 " E D i s t 3 2 9 . 7 2 Y 2 S T A T I O N 1 6 + 5 8 N 1 7 8 4 4 1 E 2 3 3 7 0 4 9 B Y 1 1 6 E L E V A T I O N = 3 8 . 1 0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G S M O N U M E N T " K E R R " L S T A T I O N 5 5 + 8 2 0 R I G H T N 1 8 1 2 3 9 E 2 3 3 5 4 0 3 K E R R 1 E L E V A T I O N = 4 0 . 4 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G S M O N U M E N T " F R A N K L I N " L S T A T I O N 4 1 + 8 8 0 R I G H T N 1 7 9 8 8 8 E 2 3 3 5 7 5 1 F R A N K L I N 1 E L E V A T I O N = 3 9 . 5 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R L S T A T I O N 1 1 + 9 8 0 R I G H T N 1 8 3 4 7 5 E 2 3 3 5 5 1 4 B L 3 1 E L E V A T I O N = 3 5 . 1 9 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 8 8 + 0 8 0 R I G H T N 1 8 4 9 2 6 E 2 3 3 5 5 7 6 B L 2 5 E L E V A T I O N = 2 9 . 0 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R E B A R & C A P L S T A T I O N 8 5 + 0 5 0 R I G H T N 1 8 4 6 2 2 E 2 3 3 5 5 7 3 B L 2 4 E L E V A T I O N = 2 9 . 9 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B E N C H M A R K S * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H B R A S S C A P S 8 5 4 9 ’ 5 2 . 3 " W D i s t 1 7 4 6 . 4 0 Y 1 S T A T I O N 1 0 + 0 0 N 1 7 6 9 4 1 E 2 3 3 3 7 5 2 U 3 3 3 8 1 E L E V A T I O N = 2 8 . 7 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C D O T G P S M O N U M E N T R E B A R & C A P L S T A T I O N 1 0 3 + 3 4 3 6 9 4 R I G H T N 1 8 5 6 9 0 E 2 3 3 9 3 5 0 U 3 3 3 8 6 E L E V A T I O N = 1 9 . 0 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C D O T G P S M O N U M E N T R E B A R & C A P L S T A T I O N 1 0 1 + 6 3 2 5 2 8 R I G H T N 1 8 5 5 7 5 E 2 3 3 8 1 7 7 U 3 3 3 8 5 E L E V A T I O N = 1 8 . 6 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C D O T G P S M O N U M E N T R E B A R & C A P L S T A T I O N 1 0 1 + 1 4 4 4 0 1 L E F T N 1 8 5 8 6 0 E 2 3 3 1 2 5 4 U 3 3 3 8 4 E L E V A T I O N = 2 9 . 4 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C D O T G P S M O N U M E N T R E B A R & C A P L S T A T I O N 9 6 + 1 2 3 2 8 2 L E F T N 1 8 5 3 0 6 E 2 3 3 2 3 4 8 U 3 3 3 8 3 E L E V A T I O N = 3 2 . 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G S M O N U M E N T " I L M B " N 1 8 2 3 ’ 1 9 . 8 " W D i s t 2 1 6 3 . 1 5 L S T A T I O N 1 1 6 + 8 5 N 1 8 9 2 1 1 E 2 3 3 5 3 1 0 I L M B 1 E L E V A T I O N = 8 . 4 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G S M O N U M E N T " I L M A " N 5 1 4 3 ’ 0 5 . 7 " W D i s t 4 1 9 4 . 3 0 L S T A T I O N 1 1 6 + 8 5 N 1 8 9 7 5 7 E 2 3 3 2 7 0 0 I L M A 1 E L E V A T I O N = 2 6 . 2 9 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G S M O N U M E N T " F R A N K L I N " L S T A T I O N 4 3 + 1 4 2 1 R I G H T N 1 7 9 8 8 8 E 2 3 3 5 7 5 1 F R A N K L I N 1 E L E V A T I O N = 3 9 . 5 8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * N C G S M O N U M E N T " C A M A " L S T A T I O N 8 5 + 1 1 1 0 4 7 9 R I G H T N 1 8 3 5 4 0 E 2 3 4 6 0 3 9 C A M A 1 E L E V A T I O N = 4 0 . 9 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H L A R G E R E B A R Y 1 3 S T A T I O N 1 5 + 1 6 0 R I G H T N 1 8 4 7 7 5 E 2 3 3 6 1 1 4 B Y 1 1 3 5 E L E V A T I O N = 2 5 . 8 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H L A R G E R E B A R Y 1 3 S T A T I O N 1 0 + 4 9 0 R I G H T N 1 8 4 8 8 8 E 2 3 3 5 6 6 1 B Y 1 1 3 4 E L E V A T I O N = 2 7 . 5 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R N 8 7 1 2 ’ 4 3 . 1 " W D i s t 6 0 . 6 3 Y 1 0 S T A T I O N 1 0 + 0 0 N 1 8 3 4 9 6 E 2 3 3 5 0 8 4 B Y 9 3 0 E L E V A T I O N = 3 3 . 8 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 9 S T A T I O N 1 2 + 3 5 0 R I G H T N 1 8 3 3 0 6 E 2 3 3 5 7 7 1 B Y 8 2 9 E L E V A T I O N = 3 4 . 6 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C R E T E M O N U M E N T W I T H R E B A R Y 8 S T A T I O N 1 0 + 0 0 0 R I G H T N 1 8 2 6 3 7 E 2 3 3 5 0 4 3 B Y 7 2 6 E L E V A T I O N = 3 5 . 9 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B E N C H M A R K S U3338B_LS_CONTROL_090428.TXT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c o n s t r u c t i o n l a y o u t . T h i s f i l e i s t o a i d i n t h e u s e o f R e a l T i m e K i n e m a t i c ( R T K ) G P S d u r i n g t h e t w o s y s t e m s . P l e a s e t a k e c a r e i n u t i l i z i n g t h e s e c o o r d i n a t e s t o e l i m i n a t e c o n f u s i o n o f d e r i v e d . w h i c h i s v e r y s i m i l a r t o N o r t h C a r o l i n a Z o n e 3 2 0 0 f r o m w h i c h i t i s C o o r d i n a t e S y s t e m T h e N o r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n u s e s a L o c a l i z e d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H e i g h t - 2 5 . 5 1 9 m S i t e S c a l e F a c t o r 0 . 9 9 9 9 7 0 0 0 1 0 L o n g i t u d e 7 7 * 5 2 ’ 5 7 . 4 4 2 9 1 " W L a t i t u d e 3 4 * 1 3 ’ 1 9 . 5 7 5 2 6 " N L o c a l i z e d a r o u n d U 4 7 1 8 - 5 L O C A L S I T E I N F O R M A T I O N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H e i g h t U n i t s U S s u r v e y f e e t D i s t a n c e U n i t s U S s u r v e y f e e t C o o r d i n a t e U n i t s U S s u r v e y f e e t S u b G r i d V e r t i c a l D a t u m N A V D 8 8 G e o i d M o d e l G e o i d 0 3 ( C o n u s ) N C H o r i z o n t a l D a t u m N A D 1 9 8 3 / 9 5 ( C o n u s ) 1 9 8 3 ( a t g r o u n d ) 3 2 0 0 C o o r d i n a t e S y s t e m U S S t a t e P l a n e Z o n e N o r t h C a r o l i n a T I P N u m b e r U - 3 3 3 8 G P S C a l i b r a t i o n R e p o r t D A T U M D E S C R I P T I O N T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y N C D O T F O R M O N U M E N T " U 4 7 1 8 - 5 " W I T H N A D 8 3 / 9 5 S T A T E P L A N E G R I D C O O R D I N A T E S O F N O R T H I N G : 1 7 3 , 7 2 8 . 0 0 5 ’ ( f t ) E A S T I N G : 2 , 3 3 7 , 7 9 5 . 8 4 0 ’ ( f t ) E L E V A T I O N : 3 7 . 6 5 6 ’ ( f t ) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T ( G R O U N D T O G R I D ) I S : 1 . 0 0 0 0 2 9 9 9 9 9 T H E N . C . L A M B E R T G R I D B E A R I N G A N D L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M " U 4 7 1 8 - 5 " T O - L - S T A T I O N 5 + 0 0 . 0 0 I S N 2 7 2 4 ’ 1 9 " W 2 , 7 3 4 . 1 7 0 ’ A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S V E R T I C A L D A T U M U S E D I S N A V D 8 8 U - 3 3 3 8 - B S U R V E Y C O N T R O L S H E E T U - 3 3 3 8 - B D O N O T U S E F O R C O N S T R U C T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 U - 3 3 3 8 B P A V E M E N T D E S I G N 6/2/9921-JAN-2014 07:01R:\Roadway\Proj\u3338b_rdy_typ.dgn$$$$USERNAM E$$$$(FINAL PAVEMENT DESIGN) / / / / / / / / / / / / M I N . U 3 " M I N . M I N . M I N . 3 " D e t a i l S h o w i n g M e t h o d o f W e d g i n g L D 2 D 1 D 2 D 1 U 2 . 5 " 2 . 5 " C S U R V E Y - L - C 2 C 3 C 3 C 2 E 3 E 3 / / / / / / / / / / / / M I N . U 3 " M I N . M I N . M I N . 3 " D e t a i l S h o w i n g M e t h o d o f W e d g i n g L U 2 . 5 " 2 . 5 " C 4 C 6 C 6 C 4 E 5 E 5 C S U R V E Y - Y 6 - / / / / / / / / / / / / M I N . U 3 " M I N . M I N . M I N . 3 " D e t a i l S h o w i n g M e t h o d o f W e d g i n g L D 2 D 1 D 2 D 1 U 2 . 5 " 2 . 5 " C 1 C 3 C 3 C 1 E 3 E 3 C S U R V E Y - Y 1 - D 3 D 4 D 3 D 4 U M I N . M I N . D e t a i l S h o w i n g M e t h o d o f W e d g i n g L U C 1 C 3 C 3 C 1 E 3 E 3 C S U R V E Y O T H E R Y - L I N E S 3 " 3 " R11’-6" CONCRETE CURB AND GUTTER.EARTH MATERIAL.T EXISTING PAVEMENT.U NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TOTHAN 2" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATERVARIABLE DEPTH ASPHALT PAVEMENT.W (SEE WEDGING DETAIL)R22’-6" CONCRETE CURB AND GUTTER.S 4" CONCRETE SIDEWALK R45" MONOLITHIC ISLAND (KEYED IN)PAVEMENT SCHEDULEPROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. C1PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.C2C3PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,THAN 2" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,C6 PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. C4PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.C5PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,D3TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,D4GREATER THAN 4" IN DEPTH.DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH OR TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,D1TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,D2GREATER THAN 4" IN DEPTH.DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH OR TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E2PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOTHAN 5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE3AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E4PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOTHAN 5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE5R3EXPRESSWAY CURB AND GUTTER 0 . 0 2 0 . 0 2 CL G R A D E P O I N T G R A D E T O T H I S L I N E E 1 E 1 T Y P I C A L S E C T I O N N O . 1 U S E T Y P I C A L S E C T I O N N O . 1 - L - 0 . 0 2 0 . 0 2 5 0 . 0 2 5 0 . 0 2 1 0 ’ 1 0 ’ 2 ’ 9 " 9 " 2 ’ 5 ’ 5 ’ EXIST. G R O U N D E X I S T . G R O U N D 0 . 0 2 0 . 0 2 CL G R A D E P O I N T G R A D E T O T H I S L I N E R 2 R 2 T Y P I C A L S E C T I O N N O . 2 - L - 0 . 0 2 0 . 0 2 5 0 . 0 2 5 0 . 0 2 1 0 ’ 1 0 ’ 1 2 ’ 2 ’ 9 " 9 " 2 ’ 1 2 ’ 5 ’ 5 ’ EXI S T . G R O U N D U S E T Y P I C A L S E C T I O N N O . 2 D 1 E 1 D 1 E 1 D 1 D 1 R 2 R 2 R 1 R 1 6 :1 6 :1 6 :1 E X I S T . G R O U N D 6 :1 6 " 6 " 1 1 " V A R I A B L E S L O P E S L O P E V A R I A B L E V A R I A B L E S L O P E V A R I A B L E S L O P E 4 . 5 ’ T U W S 4 . 5 ’ S T W 6 " S S T 6 " T 4 . 5 ’ 4 . 5 ’ 1 1 " 1 1 " 6 " 6 " 6 " 6 " 1 1 " R 1 R 1 - L - S T A . 6 1 + 5 0 . 0 0 T O - L - S T A . 6 4 + 5 0 . 0 0 - L - S T A . 5 0 + 0 0 . 0 0 T O - L - S T A . 5 3 + 0 0 . 0 0 - L - S T A . 1 3 + 5 0 . 0 0 T O - L - S T A . 1 8 + 5 0 . 0 0 1 6 ’ 1 6 ’ 1 6 ’ 1 6 ’ 1 2 ’ U 1 2 ’ CLGRADEPOINT-L-0.0250.025 9"UWW 12’U 12’INSET C V A R . 1 7 . 5 ’ T O 3 1 . 5 ’ 17.5 TO 31.5’ - L - S T A . 6 4 + 5 0 . 0 0 T O - L - S T A . 9 6 + 7 0 . 8 7 - L - S T A . 5 3 + 0 0 . 0 0 T O - L - S T A . 6 1 + 5 0 . 0 0 - L - S T A . 1 8 + 5 0 . 0 0 T O - L - S T A . 5 0 + 0 0 . 0 0 - L - S T A . 1 0 + 1 0 . 0 0 T O - L - S T A . 1 3 + 5 0 . 0 0 USE WITH TYPICAL SECTION NO. 1 & NO. 2*SEE PLANS FOR WIDTH AND LOCATION *VAR. V A R . 1 7 . 5 ’ T O 3 1 . 5 ’ 3: 1 3: 1 3: 1 3: 1 R4-L- STA. 85+09.17 TO -L- STA. 96+70.87 -L- STA. 83+43.90 TO -L- STA. 84+24.55 -L- STA. 67+55.54 TO -L- STA. 71+27.92 -L- STA. 57+41.62 TO -L- STA. 66+46.00 -L- STA. 45+18.10 TO -L- STA. 55+84.36 -L- STA. 37+95.17 TO -L- STA. 44+41.97 -L- STA. 31+46.45 TO -L- STA. 32+27.11 -L- STA. 29+89.67 TO -L- STA. 30+70.28 -L- STA. 17+71.35 TO -L- STA. 23+90.71 -L- STA. 13+42.00 TO -L- STA. 16+74.92 E 1 0 . 0 2 5 0 . 0 2 2 ’ R 2 6 : 1 6 " T S 3 :1 D 1 1 3 ’ 1 0 ’ 0 . 5 ’ 2 . 5 ’ I N S E T A U S E W I T H T Y P I C A L S E C T I O N N O . 1 & N O . 2 - L - S T A . 1 1 + 5 0 . 0 0 T O - L - S T A . 1 6 + 5 0 . 0 0 L T . R E M O V E E X I S T I N G P A V E M E N T M I L L O R W E D G E A S N E C E S S A R Y M I L L O R W E D G E A S N E C E S S A R Y (FINAL PAVEMENT DESIGN) C 2 C 2 C 2 C 2 C 2 C2C2 D O N O T U S E F O R C O N S T R U C T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 - A U - 3 3 3 8 B P A V E M E N T D E S I G N 6/2/9921-JAN-2014 07:01R:\Roadway\Proj\u3338b_rdy_typ.dgn$$$$USERNAM E$$$$ E 1 0 . 0 2 5 0 . 0 2 2 ’ 6 :1 6 " T 3: 1 D 1 1 0 ’ C 2 R 3 I N S E T B - L - S T A . 8 6 + 7 5 . 0 0 T O - L - S T A . 8 7 + 3 5 . 0 0 R T . U S E W I T H T Y P I C A L S E C T I O N N O . 1 - L - S T A . 8 8 + 9 0 . 0 0 T O - L - S T A . 8 9 + 5 0 . 0 0 R T . - L - S T A . 9 0 + 0 0 . 0 0 T O - L - S T A . 9 0 + 6 0 . 0 0 L T . C2VAR. I19.0CR22’-6" C & GS 4" SIDEWALK PAVEMENT SCHEDULE4" B25.0CVAR. B25.0CT EARTH MATERIALU EXIST. PAVEMENTW WEDGING R11’ 6" C & G C1UNLESS SHOWN OTHERWISE.NOTE: PAVEMENT EDGE SLOPES ARE 1:1 5" MONO. ISLAND (KEYED IN)R4 1" S9.5B3" S9.5BC31" S9.5C3" S9.5CC6 VAR. S9.5BC4C5D3D4VAR. S9.5CD1D24" I19.0BVAR. I19.0B4" I19.0CE14" B25.0B5" B25.0BE2E3VAR. B25.0BE4E5R3EXPRESSWAY C & G R E M O V E R E M O V E S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 RETAIN RETAIN R E M O V E R E T A I N GROUND NATURAL S l o p e D i t c h F r o n t M ATCHLIN E -L- STA.15+00 SEE SHEET 4 M ATCHLIN E -L- STA.20+50 SEE SHEET 6 REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 22-NOV-2013 09:49R:\Roadway\Proj\u3338b_rdy_psh_s05.dgn$$$$USERNAME$$$$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 5 U - 3 3 3 8 B M A T C H LI N E - Y 1 - S T A . 1 6 + 5 0 S E E S H E E T 2 1 M A T C H LI N E - Y 1 - S T A . 2 0 + 0 0 S E E S H E E T 2 2 F O R - Y 1 - P R O F I L E S E E S H E E T 5 1 F O R - L - P R O F I L E S E E S H E E T 4 2 Randall Parkway-Y1- -L- Kerr Ave2001620312 5245 4945 21786 1749096108210296082975611790111902536320623652550252034 ADT 2014 ADT R E V I S E D S I G N A L CO RRECTED THE TCE STATION AT -Y1- STATION 16+88.18 ON PARCEL 6. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 6, 12 AND 13; CO RRECTED THE RIGHT O F W AY AND DUE AT -L- STATION 18+46.52 ON PARCEL 16; AND 12/12/12 - R/W REVISIONS: REDUCED THE PUE AND CONVERTED THE REM AINDER TO AUE FRO M -L- STA. 19+77.50 TO STA. 23+79.50 AND REVISED THE DUE ON PARCEL 18. - PJS05/13/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E, DEED REFERENCES AND EXISTING R/W ON PARCEL 6; ADDED A DRIVEW AY AT -L- STA. 15+00+/- RT. ON PARCEL 10;CO M BINED PARCEL 14 INTO PARCEL 19 ELIM INATING PARCEL 14. - PJS08/16/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 19. - JBW 11/22/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 13. - PJS S 1 8 " R C P 72" WD C O N C 15" RCP 48" CHL SOIL SOIL 8’ BST C O N C OBS454 39 .23 3/30" OAKS 24 " PECAN 36 " MAGNO LIA 24 " PECAN S R 1 1 7 5 S . K E R R A V E . 3 4 B S T RANDALL PKWY BST RANDALL PKWY BST BSTBST 24" CONC CURB24" CONC CURBLANDSCAPE AREAs CT T H H # 1 T E S T H O L E C O RC D I D I 1 8 " R C P 15" RCP D I 18 " R C P 15" RCP E I P 124.55’ 103.13’ 13 5 .3 7 ’ 99.69’ 1 4 9 . 1 1 ’ N 1 2 1 2 ’ 1 3 " W EIP EIP DB 4931 PG 2281DB 4623 PG 499 DB 4890 PG 703 C I T Y O F W I L M I N G T O N D B 5 0 5 0 P G 2 2 0 3 D B 7 1 9 P G 5 2 1 R I C H A R D A . B R O W N , H E I R S D B 6 8 4 P G 5 9 1 D B 1 4 9 0 P G 4 5 5 R O B E R T E . J O H N S O N , E T U X D B 8 0 1 P G 5 0 1 D B 1 5 0 6 P G 7 9 9 D B 1 5 0 6 P G 1 3 9 8 D B 1 7 9 2 P G 0 7 2 MB 35 PG 321 CITY OF WILMINGTON D B 1 2 8 2 P G 1 8 5 6 D B 1 4 6 0 P G 8 4 3 ABRAHAM CRU M M Y DB 1536 PG 5 3 6 DB 1562 PG 7 6 2 DB 1494 PG 1 7 8 4 EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W E X I S T I N G R / W EXISTING R/W E X IS T ING R / W -BY- 11 -BL- 11 DB 1451 PG 192 D B 2 3 7 8 P G 0 5 4 H O M E O W N E R S A S S O C . I N C . G R E E N W A Y V I L L A G E M B 2 5 P G 5 6 M B 3 5 P G 3 2 0 M B 3 5 P G 3 2 1 M B 3 5 P G 3 6 9 M B 3 6 P G 1 8 9 M B 3 6 P G 9 1 M B 3 6 P G 2 8 3 H O M E O W N E R S A S S O C . I N C . G R E E N W A Y V I L L A G E D B 2 3 7 8 P G 0 5 4 M B 2 5 P G 5 6 M B 3 5 P G 3 2 0 M B 3 5 P G 3 2 1 M B 3 5 P G 3 6 9 M B 3 6 P G 1 8 9 M B 3 6 P G 9 1 M B 3 6 P G 2 8 3 D B 2 6 2 1 P G 5 5 3 M B 6 7 1 P G 5 9 7 CUONG NGUYENDB 5298 PG 1819 BRENDA L BURLIN DB 4998 PG 2357 D B 5 5 8 4 P G 1 4 5 6 48" OAK 50" OAKRAD:50’RAD:60’EXISTING R/WMAIL BOXES CONC. PAD/24"C&G 24"C&GDB 5567 PG 4 7 9 DB 908 PG 7 0 1 EXISTING R/W RANDALL PKWY CT T H H 1 2 " D I P # 1 T E S T H O L E KERR CROSSING UOADB 5535 PG 636 DB 5307 PG 717 DB 5546 PG 2776 DB 4931 PG 2286 D B 5 6 4 5 P G 2 2 7 8 D B 5 6 8 4 P G 7 8 7 D B 5 6 4 4 P G 2 7 7 0 M B 1 3 P G 3 3 D B 5 6 4 5 P G 2 2 7 8 D B 5 6 8 4 P G 7 8 7 D B 5 6 4 4 P G 2 7 7 0 R P P H O L D I N G S , L L C D B 5 7 5 1 P G 9 1 D B 5 7 5 1 P G 9 1 R P P H O L D I N G S , L L C L O N G L E Y S U P P L Y C O . D B 5 7 6 0 P G 2 2 5 6 C B M I N D E P T H C B M I N D E P T H C B M I N D E P T H H W 0 5 0 1 0 5 0 2 0 5 0 4 0 5 0 5 0 5 0 6 0 5 0 7 0 5 0 8 0 5 0 8 0 5 0 9 2 0 0 1 0 5 0 3 0 5 0 9 0 5 1 0 0 5 1 1 D I D I D I 18" 1 8 " C B 18" 1 5 " R C P - I V S E E N O T E 1 C B J B w / M H C L I R I P R A P C O L L A R S E E D E T A I L 2 S P E C I A L C U T B A S E D I T C H 60" TB 2GI 0513JB w/MH051260"SPECIAL BACK OF CURB CUT DITCH(NOT TO SCALE)8%FROM -Y1- STA. 15+00 TO STA. 17+18 RT 3:1 3:1 DB ( N o t t o S c a l e ) S P E C I A L C U T B A S E D I T C H Flatter 3:1 or F R O M - Y 1 - S T A . 1 9 + 3 5 T O S T A . 2 4 + 0 0 L T D E T A I L 2 B = 4 F t . M i n . D = 2 F t . G r o u n d N a t u r a l 1 5 " R C P - V 1 2 " R C P - V SEE DETAIL 1 OF CURB CUT DITCH SPECIAL BACK W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : TB 2GI 2114 12" RCP-V DETAIL 1 F E S R E M O V E F E S R E M O V E 60" CAAP 12" 12" 1 8 " R C P - V 12" C B M I N D E P T H 1 0 S Y G E O T E X T I L E E S T . 4 T O N S C B M I N D E P T H 1 8 " R C P - V 15" RCP-V JB w/MH 15 20 0 0 0 1 0 1 0 1 0 2 0 0 0 0 0 1 0 1 025025 025025 - L - P O T S t a . 1 7 + 2 3 . 1 6 - Y 1 - P O T S t a . 1 8 + 4 0 . 9 9 15 0 2 - L - 6 2 ’ 6 2 ’ 2 8 ’ 12’16’ 28’ 5 O.S.120-40-120 5 O . S . 12 0 - 4 0 - 12 0 1 6 ’ D R 1 6 ’ D R 1 6 ’ D R 51.75’12’12’12’16’ 39.5’ 1 2 ’ 1 6 ’ 1 2 ’ 1 1 ’ 1 1 ’ 1 6 ’ 1 2 ’ 12’12’16’12’ 16’12’ + 4 7 . 6 0 + 6 2 . 0 0 + 1 2 . 0 0 6 ’ PROP. 2’-6" CONC C&G PROP. 2’-6" CONC C&G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G 3 ’ R 3’ R 3 ’ R 12’+89.5545.75’7.5’+09.52 12’ +56.67 60’ 7.5’64’ INC. +36.70 +63.85 -Y1- + 5 9 . 5 3 - Y 1 - + 0 9 . 8 8 - Y 1 - +14.21 -Y1- PROP. 2’-6" CONC C&G 2 ’ 5 O.S.120-45-120 5 O . S . 1 2 0 - 4 5 - 1 2 0 55’ 5 ’ S I D E W A L K 5 ’ S I D E W A L K +44.00 +00.00 6’ MONOLITHIC ISLAND 6 ’ M O N O L I T H I C I S L A N D 10’ MULTIUSE PATH 10’ MULTIUSE PATH 5’ SIDEWALK DO NOT DISTURB TREEC R C R C R C R C R C R CRCR 3.5’ MONOLITHIC ISLAND 3 . 5 ’ 2 ’ 16’ DR16’ DR 65’ LT -L- +85 EX I S T . R / W - Y 1 - + 0 9 6 5 ’ L T - Y 1 - + 1 3 . 4 1 7 7 ’ L T - L - + 4 0 8 3 ’ L T - L - + 5 0 9 0 ’ L T 8 6 ’ L T 7 7 ’ L T - L - + 9 5 9 0 ’ L T 8 7 ’ L T 7 7 ’ L T - L - + 1 5 69’ RT -L- +0981.66’ RT -L- +2260’ RT -Y1- + 6 4 66.91’ RT -Y1- +5765’ RT -Y1- +00 1 3 3 ’ L T - Y 1 - + 0 0 1 4 0 ’ L T 1 3 3 ’ L T - Y 1 - + 5 5 5 7 ’ R T - L - + 5 7 7 7 ’ L T - L - + 3 6 8 6 . 8 3 ’ L T - L - + 4 3 610 1 1 1 2 1 3 1 9 15 1 6 1 7 1 8 1 0 3 . 7 1 ’ L T - L - + 1 2 7 0 ’ R T 5 7 ’ R T - L - + 6 5 6 2 ’ R T 5 7 ’ R T - L - + 0 0 77.67’ LT -L- +87 1 0 4 ’ L T 8 1 . 9 3 ’ L T 7 7 ’ L T - L - + 5 0 1 8 85’ LT -L- EXIST. R/W 130’ RT EXIST. R/W -Y1- +35 EX I S T . R / W - L - + 4 6 . 5 2 EXIST. R/W -Y1- +88.18 6 2 ’ R T 5 7 ’ R T - L - + 2 8 6 2 ’ R T 5 7 ’ R T - L - + 4 8 6 2 ’ R T - L - + 7 8 . 3 2 5 7 ’ R T - L - + 7 8 . 7 8 7 0 . 9 8 ’ R T - L - + 7 7 . 5 0 FF F F F C FFF C C CF F F F F F C F N A D 8 3 / 9 5 M ATCHLIN E -L- STA.20+50 SEE SHEET 5 M ATCHLIN E -L- STA.26+00 SEE SHEET 7 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 . P R O J E C T R E F E R E N C E N O . 15-AUG-2013 14:43R:\Roadway\Proj\u3338b_rdy_psh_s06.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 6 U - 3 3 3 8 B F O R - L - P R O F I L E S E E S H E E T 4 3 09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 20 AND 21; AND ADJUSTED THE PUE FRO M -L- STATION 22+59 TO -L- STATION 23+12 RT. ON PARCEL 18. - JBW12/12/12 - R/W REVISIONS: REDUCED THE PUE AND CONVERTED THE REM AINDER TO AUE FRO M -L- STA. 19+77.50 TO STA. 23+79.50 AND REVISED THE DUE ON PARCEL 18; REVISED THE PUEON PARCEL 23. - PJS05/13/13 - R/W REVISIONS: CO M BINED PARCELS 14 AND 20 THROUGH 22 INTO PARCEL 19 ELIM INATING PARCELS 14 AND 20 THROUGH 22. - PJS06/14/13 - R/W REVISIONS: REVISED THE DRIVEW AY AT -L- STA. 22+90 LEFT FRO M 16’ TO 32’ ON PARCEL 19; REM OVED THE DRIVEW AY AT -L- STA. 21+80 AND STA. 23+75 LEFT ON PARCEL 19. - JBW08/16/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 19. - JBW48" CONC48" CONC 72" CONC WALL48" CONC 48" CHLSOIL24" C&G48" CONCLT SR 1175 S. KERR AVE. 34 BST CONC 72" WD CONC B S T 4 8 " C O N C SOIL SOIL 36" CHL 72" CHL C O N C C & G BST L T 24" C&G 24" C&G 2 4 " C & G 4 8 " C O N C BST 72" CON C WA L L 7 2 " C O N C W A L L L T 4 8 " C O N C S 10’ CONC S 4 8 " C H L S R 1 1 7 5 S K E R R A V E B S T S T C C T TMETERELECTRIC C O C O 1 2 " V C P 1 2 " V C P 15" RCPINV=32.99’INV=33.04’ E I P 155.58’ E I P E I P E I P 310.09’ L E T H I A S . H A N K I N S D B 1 2 8 2 P G 1 8 0 7 M B 6 7 1 P G 5 9 7 M B 6 7 1 P G 5 9 7 L I N D A P . A L S T O N , E T V I R D B 1 2 3 6 P G 1 8 8 1 REBAR EIP E I P D B 1 0 8 8 P G 6 5 4 E I P 168.90’223.79’79.32’ 222.24’ 221.03’ FOR TIES, BEARINGS AND DISTANCES.NOTE: SEE MB 35 PG 321S 77 55’ 36" W 10.30’ 2 3 3 . 7 1 ’ 91.69’ 10.49’S 77 55’ 36" W S 1 2 1 2 ’ 1 3 " E 60.00’ E X I S T I N G R / W E X I S T I N G R / W D B 2 3 7 8 P G 0 5 4 D B 2 6 2 1 P G 5 5 3 H O M E O W N E R S A S S O C . IN C . G R E E N W A Y V IL L A G E M B 2 5 P G 5 6 M B 3 5 P G 3 2 0 M B 3 5 P G 3 2 1 M B 3 5 P G 3 6 9 M B 3 6 P G 1 8 9 M B 3 6 P G 9 1 M B 3 6 P G 2 8 3 M B 6 7 1 P G 5 9 7 DB 1792 PG 072 DB 1506 PG 1398 DB 675 PG 309PATRICIA C. WILLIAMSDB 2113 PG 404MB 35 PG 321CHARLES WHITE, ET UXDB 5014 PG 1694MB 35 PG 321 S & D FOSTER FAMILY, LLC.DB 2399 PG 756MB 35 PG 321WILLIAM M. STOCKS, ET UXDB 3080 PG 031MB 35 PG 321MB 35 PG 321 DB 4836 PG 301 THOMAS P. WHITE WILLIAM R. JONES, ET UX MB 35 PG 321MB 35 PG 321 D B 1 2 8 2 P G 1 8 5 6 D B 1 4 6 0 P G 8 4 3 DB 1282 PG 1856DB 1460 PG 843 C A R L O . S A N D E R S , E T U X D B 7 1 3 P G 2 6 7 M B 6 7 1 P G 5 9 7 M B 3 5 P G 3 2 0 EXISTING R/WEXISTING R/W E X I S T I N G R / W EXISTING R/W - B L - 1 2 CANOPY MTL1SFDFLAGPOLE 1 S F D 1 S F D 1 S F D S 1 S B K D 1 S B K D 1 S F A P T CONDOS 1SFCON D O S VIL L A G E GREE N W A Y FOR TIES, BEARING S A N D D I S T A N C E S . NOTE: SEE M B 3 5 P G 3 2 1 CONDOS VILLAGE GREENWAYCONDOS1SFBSTDB 3031 PG 665 BAILEY R. ETHRIDGEDB 5328 PG 2892 DB 5584 PG 1456 T C C T TMETERELECTRIC 12" DIP 4.5" PVC TH-3A TH-3B TH-3C DB 5645 PG 2278 DB 5684 PG 787 DB 5644 PG 2770 MB 13 PG 33DB 5645 PG 2278 DB 5684 PG 787 DB 5644 PG 2770 DB 5645 PG 2278 DB 5684 PG 787 DB 5644 PG 2770 D B 5 6 4 5 P G 2 2 7 8 D B 5 6 8 4 P G 7 8 7 D B 5 6 4 4 P G 2 7 7 0 D B 5 6 4 5 P G 2 2 7 8 D B 5 6 8 4 P G 7 8 7 D B 5 6 4 4 P G 2 7 7 0 D B 3 1 3 5 P G 5 7 4 D B 5 6 4 5 P G 2 2 7 8 D B 5 6 8 4 P G 7 8 7 D B 5 6 4 4 P G 2 7 7 0 M B 1 3 P G 3 3 DB 5751 PG 91 RPP HOLDINGS, LLC DB 5751 PG 91 RPP HOLDINGS, LLCDB 5751 PG 91 RPP HOLDINGS, LLC D B 5 7 5 1 P G 9 1 R P P H O L D I N G S , L L C D B 5 7 5 1 P G 9 1 R P P H O L D I N G S , L L C R P P H O L D I N G S , L L C D B 5 7 5 1 P G 9 1 2 4 " 24" DI D I 0604 0 6 0 5 0 6 0 6 0 6 0 1 0603 0607 0 6 0 8 D I D I 12"C B MIN D E P T H 18"CB MIN DE P T H C B M I N D E P T H 0 6 0 2 12 " 12"D I REMOVE15" RCP-IV Ground Natural3:13:1 D ( Not to Scale)Ground Natural DITCH CLEANOUTMin. D=1.0 Ft.2’BASE DITCH CLEANOUT: 18’, s=0.3%, DDE=19 CY DITCH CLEAN OUT: -L- STA. 20+80 LT.,CL B RIP RAP 1 2 " R C P - V 15" RCP-V DETAIL 3 15 " RC P- V 15" RCP-V C B M I N D E P T H NORTH OF SAG ON -L-CB #0504 LOCATED 3.8 FT NOTE:NORTH OF SAG ON -L-CB #0507 LOCATED 3.8 FT NOTE:7 SY GEOTEXTILE EST. 2 TONS 25 025025 025025 - L - 40’ 3 0 ’ R 3 0 ’ R 1 6 ’ D R 1 6 ’ D R 3 2 ’ 51.5’39.5’ C & G T I E T O E X I S T . PROP. 2’-6" CONC C&GPROP. 2’-6" CONC C&G P R O P . 2 ’ - 6 " C O N C C & G 64’7.5’28’60’39.5’ 40’ +27.32 +31.84 +86 +90.71 28’ 64’ 28’23’ P R OP . 2 ’- 6 " C ON C C & G 5’ SIDEWALK 5 ’ S ID E WALK 5 ’ S I D E W A L K 5’ SIDEWALK 6’ MONOLITHIC ISLAND 32.96’ +71.35 2 0 0 ’ L T A N D R T L A N E T A P E R C R C R 1 5 ’ R 1 5 ’ R +58.53 +20.53 86.83’ LT -L- +74 136’ LT -L- +78136’ LT -L- +0977’ LT -L- +67 8 4 ’ L T - L - + 7 0 7 7 ’ L T - L - + 7 2 7 9 ’ L T - L - + 0 0 6 2 ’ L T - L - + 0 0 5 7 ’ L T - L - + 7 2 5 7 ’ R T - L - + 3 1 8 4 ’ R T - L - + 0 7 6 9 ’ R T - L - + 8 7 19 1 8 1919 1 9 1 9 1 9 2 3 2 4 2 5 118’ LT -L- +9577’ LT -L- +80 90’ LT 77’ LT -L- +9586.08’ LT -L- +83.3273’ RT -L- +2682’ RT -L- +24 88’ RT 73’ RT -L- +39 62’ RT 57’ RT -L- +906 2 ’ R T 5 7 ’ R T - L - + 1 0 7 9 ’ R T 7 3 ’ R T - L - + 4 0 9 4 ’ R T - L - + 5 4 8 9 ’ R T - L - + 6 3 8 0 ’ R T 6 9 ’ R T - L - + 4 5 8 0 ’ R T 6 9 ’ R T - L - + 6 5 9 0 ’ R T 8 0 ’ R T - L - + 5 3 9 0 ’ R T 8 0 ’ R T - L - + 7 3 1 1 1 ’ L T 9 0 ’ L T 8 4 ’ L T 7 7 ’ L T - L - + 1 5 18 1 8 123.36’ LT -L- +69 187’ LT -L- +83178’ LT -L- +17 8 2 ’ R T 5 9 . 0 2 ’ R T - L - + 5 9 7 6 . 4 0 ’ R T - L - + 5 9 7 9 ’ R T - L - + 1 2 6 2 ’ R T - L - + 3 0 . 8 0 8 0 ’ R T 7 3 . 5 0 ’ R T - L - + 7 9 . 5 0 F F F FF F F C F C C F F N A D 8 3 / 9 5 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 R E T A I N RE T A I N R E P L A C E w / 3 0 " R E M O V E 2 4 " R E P L A C E C B R E M O V E & S E E D E T A I L 4 S P E C I A L C U T D I T C H R E M O V E C A A P 1 0 G A 1 0 3 " x 7 1 " RE T A I N R E T A I N R E T A I N 5 3 . 6 0 ’ S l o p e D i t c h F r o n t M ATCHLIN E -L- STA.26+00 SEE SHEET 6REVISIONS 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 . 11-OCT-2013 10:12R:\Roadway\Proj\u3338b_rdy_psh_s07.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 7 U - 3 3 3 8 B - L - K e r r A v e 2 0 0 2 0 0 - L - K e r r A v e Greenway Ave -Y2- Em erson St -Y3- 2 9 6 0 8 2 9 7 5 6 3 0 1 9 4 3 0 0 4 6 1 1 7 9 7 3 4 1 7 7 1 1 1 7 8 5 9 4 4 4 6 2 0 3 4 A D T 2 0 1 4 A D T 3 0 1 9 4 3 0 0 4 5 9 8 6 6 9 0 7 8 6 4 9 0 3 0 7 8 6 3 0 4 9 0 2 0 3 4 A D T 2 0 1 4 A D T F O R - Y 2 - & - Y 3 - P R O F I L E S S E E S H E E T 5 3 F O R - L - P R O F I L E S E E S H E E T 4 3 M ATCHLIN E -L- STA.31+60 SEE SHEET 8 MATCH LINE -Y2- STA.12+00 SEE SHEET 23 09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 19, 25 AND 27; EXTENDED THE PUE TO PRO PO SED R/W AT -L- STATION 27+51.21 ON PARCEL 27; AND DELETED THEPDE RIGHT O F -Y2- STATION 11+25 AND ADJUSTED THE TCE ON PARCEL 25. - JBW05/13/13 - R/W REVISIONS: ADDED A DRIVEW AY AT -L- STA. 30+15+/- RT. ON PARCEL 29. - PJS08/16/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 19. - JBW10/10/13 - R/W REVISION: ADDED "DO NO T DISTURB PAVEM ENT" NO TE ON PARCEL 29. - TEM 5 4 " R C P 72" WD 48" WD CONC 48" CHL 48" CHL 1SFD B S T C O N C C O N C W 20’ CONC S C O N C 6 " C O N C C U R B L T L T 6" CONC CURB 6" CONC CURB S CONC 33 T T T C O C O CO8" VCP 1 2 " V C P 1 2 " V C P 8" VCP 1 2 " V C P 24" RCP S D I 30 " R C P 3 0 " R C P 15 " RC P S 15" RCP 3 6 " R C P D I J B P L U G E D 3 6 " R C P 90" CMP 73"x55" CMAP 5 4 " R C P S 1 5 " R C P C B 12 " C MP 12 " C M P D I C B 1 5 " R C P C B C B D I 18 " R C P R I P - R A P H W C O N C & CMAP 42" CMAP 42" EIPCARL O. SANDERS, ET UXDB 713 PG 267MB 671 PG 597MB 35 PG 320 D RAINA G E EA SEMEN T DRA INA G E EA SEM ENT DB 128 2 P G 1 8 5 6 DB 146 0 P G 8 4 3 C M W I L L I A M C R U M M Y , E T U X D B 6 P G 9 8 W I L L I A M M . B I S H O P , E T U X D B 1 2 4 6 P G 1 2 5 2 EIP E I P E I P 196.38’ 302.64’ J A N I C E P . H Y M A N W I L L 9 9 9 3 P G E 1 5 2 60.00’EXISTING R/W EXISTING R/W EX I S T I N G R / W EXISTING R/W EXISTING R/W E X I S T I N G R / W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W D B 6 P G 9 8 8 0. 00’ 106.65’ DB 1543 P G 41 9 ( DEE D OF R EL E AS E) L ONGL E Y S UP P L Y C O. 5 6 . 0 0 ’ -BY1- 13 -BL- 13 - B Y 2 - 1 4 - B L - 1 4 D B 1 5 4 3 P G 4 2 5 ( D R A I N A G E E A S E M E N T ) C I T Y O F W I L M I N G T O N D B 8 0 1 P G 3 9 3 W I L L I A M C R U M M Y , E T U X CARPORTCARPORT 1 S F D 1 S M T L B U S L E O N B . H A R R E L L I I I D B 5 6 1 2 P G 1 4 3 6 GREENWAY AVE. 19’ BST P B R E 2 C O R P O R A T I O N D B 5 1 4 1 P G 7 9 8 D B 4 2 7 4 P G 8 6 1 D B 9 8 2 P G 1 8 0 SR 1175 S. KERR AVE. 34 BST EMERSON ST 23’ BST T T T 1 2 " D I P 12" DIP 8" DIP TH-5 TH-4 DB 5645 P G 2 2 7 8 DB 5684 P G 7 8 7 DB 5644 P G 2 7 7 0 MB 13 P G 3 3 W W RPP HOL D I N G S , L L C DB 575 1 P G 9 1 A d j . C B 1 5 " J B 07010702 0 7 0 4 0 7 0 5 0 7 0 8 0 7 0 6 0 7 0 7 0 8 1 1 0 7 0 9 0 7 1 0 0 7 1 1 0 7 1 2 0 7 1 3 0 7 1 4 0 7 1 6 D I C B C B C B C B C B 18" J B 0 7 0 8 J B w / M H R E M O V E & R E P L A C E J B w / M H R E M O V E & R E P L A C E 30" J B w / M H S P E C I A L D E T A I L R E P L A C E w / R E M O V E J B & R E M O V E R E M O V E R E M O V E WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: 3 0 " 0 7 1 7 0 7 1 8 C B 1 5 " R C P - V 18" RCP-V 1 5 " R C P - V 66 " RC P- V 1 2 " R C P - V 12"CB CB15" RCP-V 1 5 " R C P - V A S D I R E C T E D B Y E N G I N E E R . A D J U S T # 0 7 0 8 A S R E Q U I R E D A N D S P E C I A L D E T A I L J B , S T R # 0 7 0 8 . O F 9 0 " C M P B E F O R E I N S T A L L I N G E X I S T I N G U P S T R E A M E N D C O N D I T I O N , A N D E L E V A T I O N O F V E R I F Y S I Z E , L O C A T I O N , 1 5 " 1 5 " 3 0 " R C P - V Flatter 4:1 or D 3:1 ( N o t t o S c a l e ) C U T D I T C H F R O M - Y 2 - S T A . 1 1 + 0 7 T O S T A . 1 2 + 0 0 L T M i n . D = 1 F t . D E T A I L 4 G r o u n d N a t u r a l H W 1 2 " R C P - V 6 6 " RC P-V 30 -L- P O T S t a . 2 7 + 1 0 . 7 6 -Y2- P O T S t a . 1 0 + 0 0 . 0 0 - Y 3 - P O T S t a . 1 5 + 8 8 . 1 7 - L - P O T S t a . 3 1 + 0 8 . 4 3 - Y 3 - P O T S t a . 1 4 + 4 0 . 0 0 B E G I N C O N S T R U C T I O N 0 2 3 010100020102025025 0 3 6 0 2 7 0 1 9 0 1 0 1 2 0 1 0 3 6 0 0 025025 025025 - L - 150’ TAPER 30’ 3 2 ’ 11’ 12’ 12’ 28’ 28’ 16’51.5’12’12’16’12’ 2 0 ’ D R 16’12’ 12’16’12’ 2 4 ’ D R 4 0 ’ R 5 0 ’ R 5 0 ’ R 50’ R 40’28’ +89.67 12.5’+26.63 E N D P R O P . C & G - Y 3 - + 8 6 . 7 5 -Y2- +07.47 END PROP. C&G PROP. 2’-6" CONC C&G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 1 ’ - 6 " C O N C C & G 2 ’ R 2 ’ R 1 0 0 ’ T A P E R +18.45 -Y3- +36.19 23’39.5’ +67.70 +84.24-Y2- - Y 3 - + 9 6 . 3 1 5’ SIDEWALK 5 ’ S I D E W A L K 5’ SIDEWALK +70.28 +46.45 M O N O L I T H I C I S L A N D 12.6’ +57.08 1 0 0 ’ L T L A N E T A P E R B E G 8 " X 1 8 " C U R B B E G . 2 ’ - 6 " C & G - Y 3 - + 8 6 . 7 5 L T . 19’2’R2’R15’15’2’R +15.00 3 5 ’ 2 0 ’ CRCR C R C R -Y2- +00.00 BE GIN P R O P . C & G 3 0 ’ D R 5 ’ S I D E W A L K R E P A I R I N K I N D . I F D A M A G E D , R E P L A C E O R D O N O T D I S T U R B P A V E M E N T . 62’ LT -L- +0063’ L T -L- + 6 7 6 7 ’ L T - L - + 7 3 6 6 ’ L T - L - + 5 0 7 1 . 0 4 ’ L T - L - + 9 4 5 7 ’ L T - L - + 5 5 E X I S T . R / W - Y 3 - + 8 6 . 7 5 69’ RT -L- +36EXIST. R/W -Y2- +08 EXIST. R / W -Y2- + 8 5 5 7 ’ R T - L - + 6 8 5 7 ’ R T - L - + 1 5 1 0 0 ’ R T 6 9 ’ R T 5 7 ’ R T - L - + 0 0 7 0 ’ R T - L - + 3 5 1 9 2 6 2 7 2 8 2 9 3 0 1 0 0 ’ R T 6 9 ’ R T 5 7 ’ R T - L - + 3 2 8 5 ’ L T - L - + 9 5 5 7 ’ L T - L - + 8 8 8 0 ’ L T - L - + 1 5 5 7 ’ L T - L - + 0 9 EX I S T . R / W - Y 3 - + 7 3 62’ RT -Y2- +93EXIST. R/W -Y2- +96 7 1 ’ R T - L - + 7 9 6 9 . 2 4 ’ R T - L - + 0 2 1 1 4 ’ R T - L - + 1 1 1 8 5 ’ R T - L - + 1 1 1 8 5 ’ R T - L - + 9 6 1 0 0 ’ R T - L - + 9 3 8 1 . 4 7 ’ L T - L - + 2 3 1 0 1 ’ L T - L - + 2 3 6 5 ’ L T - L - + 9 0 6 4 . 6 7 ’ L T - L - + 1 1 42.9’ RT -Y2- +97 3 3 ’ L T EX I S T . R / W - Y 3 - + 8 6 . 7 5 77.30’ RT -L- +4425 8 0 ’ R T - L - + 5 0 4 7 . 1 3 ’ L T - Y 3 - + 8 6 . 7 5 7 1 . 2 2 ’ R T - L - + 5 1 . 2 1 EXIST R/W -Y2- +50.00 C CCFFFC F C F C F C F C F C C C FFF N A D 8 3 / 9 5 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 SEE NOTE 1 SEE NOTE 1SEE NOTE 1SEE NOTE 1 S E E N O T E 1 R E T A I N R E T A I N R E T A I N S E E N O T E 1 R E M O V E R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N SEE NOTE 1 M ATCHLIN E -L- STA.37+00 SEE SHEET 9 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 . P R O J E C T R E F E R E N C E N O . 10-DEC-2013 09:59R:\Roadway\Proj\u3338b_rdy_psh_s08.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 8 U - 3 3 3 8 B F O R - L - P R O F I L E S E E S H E E T 4 4 M ATCHLIN E -L- STA.31+60 SEE SHEET 7AND 36. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCEL 26; ADDED PDE AT -L- STATIONS 31+88 AND 32+77 ON PARCEL 26; AND ADJUSTED THE PUE ON PARCELS 35 05/13/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 31; REVISED THE DRIVEW AY AT -L- STA. 32+10+/- RT. FRO M 24’ TO 30’ ON PARCEL 32. - PJS06/14/13 - R/W REVISIONS: REVISED THE DRIVEW AY AT -L- STA. 32+10 RIGHT FRO M 30’ TO 40’ ON PARCEL 32. - JBW12/09/13 - R/W REVISIONS: ADDED PARCEL 33i TO PARCEL 33. - PJS 5 4 " R C P C O N C CONC B S T 96" CHL 9 6 " C H L B S T C O N C CONC C O N C 9 6 " W D 72" CHL B S T B S T 96" CHL 9 6 " C H L 72" CHL SS S C O N C B S T S 6 0 " C O N C 2 4 " C & G S 24" C&G 24" C&G 2 4 " C & G 24" C&G 9 6 " C O N C 48" CONC P L A N T E R S 2 4 " C & G 2 4 " C & G L T 2 4 " C & G G R T T C O 1 2 " V C P 1 2 " V C P 1 2 " V C P 1 2 " V C P 10" PVC 18" RCP 5 4 " R C P D I D I C O N C 12 " RC P D I 1 5 " R C P D I 24" RCP 18" R CP D I S 15" RCP 5 4 " R C P 5 4 " R C P D I 12" R CP D I DI15" RCP 18" RCPDI54" RCPDI12" CMP CB E I P 400.00’ EIP E I P E I P EIP R E A L P R O P E R T I E S , L L C . D B 4 9 7 6 P G 1 6 6 8 DB 1513 PG 410DB 1297 PG 340 E I P E I P D B 1 6 9 3 P G 3 7 9 A L L I S O N P R O P E R T I E S , I N C . 30’ PERPETUAL EASEMENT AND RIGHT OF WAY P K AX LE T I M O T H Y D . S M I T H D B 1 8 0 8 P G 8 9 9 D B 2 1 3 5 P G 0 2 3 B R U C E A . K U B E C K , E T U X 1 4 2 . 6 4 ’ 159.32’ 157.76’ 174.75’ 6 9 .9 5 ’ M B 5 P G 1 9 EXISTING R/W60.00’EXISTING R/W D B 4 4 3 5 P G 2 3 9 M B 3 1 P G 3 2 9 M B 3 5 P G 2 9 2 TIMOTHY D. SMITH 1SMTLBUS 1 S M B U S S 1 S M B U S S H T R 1 S M B U S 1 S B K M T L B U S B S T B S T GRGR B S T B S T B S T LEON B. HARRELL IIIDB 5612 PG 1436LEISURE INC.WILMINGTON LAWN &DB 5472 PG 2392 D B 9 8 2 P G 1 8 0 D B 4 2 7 4 P G 8 6 1 D B 5 1 4 1 P G 7 9 8 P B R E 2 C O R P O R A T I O N S R 1 1 7 5 S . K E R R A V E . 3 4 B S T T T B O X H O T 1 2 " D I P TH-7 TH-6 2 1 2 S . K E R R A V E . L L C . D B 5 7 0 0 P G 1 0 5 1 M B 3 9 P G 3 4 1 REMOV E 0 8 0 1 0 8 0 5 0 8 0 6 08070808 08090810 0 8 1 4 0815 DICBDI C B CB C B C B 12 " 12" CB D I 0 8 1 6 WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: D I 1 5 " R C P - V 6 6 " R C P - V 15" RCP-V 66" RCP-V 66" RCP-V12" RCP-V 6 6 " RC P- V 66" RC P- V C B CB 0 8 0 2 C O L L A R R E P L w / R E M O V E M H 12" RCP-V 6 6 " R C P - V 6 6 " R C P - V 15"15" 1 2 " 15 " RC P- V 15" RCP-V 0 8 0 4 0 8 1 3 0 8 0 3 0 8 1 2 35 025025 025 025 - L - 100’ T A P E R 40’+98.44 +98.44 11’40’ DR 3 6 ’ D R 3 6 ’ D R 3 6 ’ D R 2 8 ’ D R 39.5’ 28’ 28’ 12’+27.11 12’12’16’12’PROP. 2’-6" CONC C&G P R O P . 2 ’ - 6 " C O N C C & G PROP. 2’-6" CONC C&G P R O P . 1 ’ - 6 " C O N C C & G PROP. 1’-6" CONC C&G PROP. 8" x 18" CONC. CURB 2 8 ’ D R 2 0 ’ D R +48.37 28’ +20.97 5’ SIDEWALK 5 ’ S I D E W A L K 5’ SIDEWALK 5 ’ S I D E W A L K MONO. ISLAND 1 0 0 ’ R T L A N E T A P E R 2 0 0 ’ L T L A N E T A P E R 50’ R T A P E R L A N E 1 0 0 ’ R T E N D 8 " x 1 8 " C O N C . C U R B - L - + 9 2 . 9 4 L T . E N D 2 ’ - 6 " C & G - L - + 5 6 . 8 0 L T . P R O P . 2 ’ - 6 " C & G P R O P . 2 ’ - 6 " C & G B E G . 2 ’ - 6 " C & G - L - + 2 8 . 9 4 L T . B E G . 2 ’ - 6 " C & G - L - + 9 2 . 8 0 L T . BEG. 8" x 18" CUR B -L- +06.24 RT. E N D 8 " x 1 8 " C U R B - L - + 5 4 . 5 6 R T . B E G . 2 ’ - 6 " C & G - L - + 9 0 . 5 6 R T . P R O P . 2 ’ - 6 " C & G E N D 2 - 6 " C & G - L - + 1 4 . 0 9 R T . B E G . 2 - 6 " C & G - L - + 7 2 . 5 5 R T . 20’ 2 6 30 3 1 32 3 3 3 4 3 5 3 6 1 1 2 ’ L T - L - + 8 7 1 1 1 ’ L T - L - + 0 7 6 9 ’ R T - L - + 9 2 77’ RT -L- +75 6 6 ’ L T - L - + 8 5 . 3 4 6 6 ’ L T - L - + 0 5 . 3 5 78’ LT -L- +50 6 6 ’ L T - L - + 5 0 68.50’ LT -L- +49.1068.50’ LT -L- +74.31 5 6 . 5 0 ’ L T - L - + 4 9 . 1 2 5 6 . 5 0 ’ L T - L - + 8 5 5 6 . 5 0 ’ L T - L - + 0 5 6 9 ’ R T 5 6 . 5 0 ’ R T - L - + 1 4 6 9 ’ R T 5 6 . 5 0 ’ R T - L - + 3 4 5 6 . 5 0 ’ R T - L - + 1 9 . 2 5 47.13’ LT -Y3- +86.7570’ RT -L- +70 56.50’ RT -L- +9069’ RT -L- +95 78’ LT 68.50’ LT -L- +98.00 78’ LT 68.50’ LT -L- +7875.96’ LT 66.35’ LT -L- +67.0073.56’ L T 63.95’ L T -L- +8 7 . 0 0 8 0 . 0 0 ’ R T 6 6 . 4 9 ’ R T - L - + 6 8 8 1 . 7 8 ’ R T 7 0 . 5 9 ’ R T - L - + 8 8 3 3 i F F F F F F F F F F F F F N A D 8 3 / 9 5 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1SEE NOTE 1 SEE NOTE 1 SEE N O T E 1 SEE NOTE 1& 15" RCP REMOVE JBRETAINRETAIN S E E N O T E 1 R E T A I N S E E N O T E 1 R E T A I N R E T A I N R E T A I N R E T A I N RETAINRETAINSEE NOTE 1 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 . P R O J E C T R E F E R E N C E N O . 04-APR-2014 12:29R:\Roadway\Proj\u3338b_rdy_psh_s09.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 9 U - 3 3 3 8 B - L - K e r r A v e Franklin Ave -Y4- M ATCHLIN E -L- STA.42+50 SEE SHEET 10 3 0 7 8 6 3 0 4 8 9 3 0 5 7 9 3 0 1 3 4 1 4 6 8 8 0 1 3 1 4 1 1 9 5 6 1 6 7 5 1 1 5 6 2 0 3 4 A D T 2 0 1 4 A D T F O R - Y 4 - P R O F I L E S E E S H E E T 5 3 F O R - L - P R O F I L E S E E S H E E T 4 4 09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 31, 37, 39 AND 41. - JBWMATCHLINE -L- STA. 37+00 SEE SHEET 811/09/12 - R/W REVISION: CHANGED THE PUE TO AUE FRO M -L- STA. 40+99.00 TO STA. 41+65.47 LEFT ON PARCEL 38. - PJS05/13/13 - R/W REVISION: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 31; UPDATED PRO PERTY O W NER NAM E ON PARCEL 37. - PJS04/09/14 - R/W REVISIONS: UPDATED DEED REFERENCE ON PARCEL 42. - JBW CONC DI18" RCPDISBST1SBKBUS B S T B S T B S T B S T B S T CONC C O N C C O N C B S T B S T B S T 24" C&G 1 S F B U S BST B S T BSTCONC72" WD 18" RCPSLT72" CHL S 96" CHL & BWBST CONC C O N C 2 4 " C & G 2 4" C & G S 6 0 " C O N C L T S 2 4 " C & G C O N C 2 4 " C & G S 60" CONC 24" C&G 24" C&G 60" CONC L T 60" CONC 60" CONC S P O S T S W D S 60" CONC60" CONC L T LT LTS LTLT24" C&G 24" C&G72" WD 6 " C O N C C U R B ( C A R W A S H ) 1 S B K B U S BST 24" C&G 6 " C O N C C U R B C U R B T C T T M E T E R E L E C T R I C COCO 12" VCP12" VCP 1 2 " V C P 1 2 " V C P 1 2 " V C P 8" VCP 8" VCP 8" V C P 8" VCP S S D I 15" RCP D I D I 12" R C P 15" RC P 1 5 " R C P C B 5 4 " R C P D I 5 4 " R C P 5 4 " R C P 18" RCP 15" RCP 15" RCP DI D I C B 1 5 " R C P 15" RCP 15" R CPD I 1 2 " R C P 18" RCP D I D I S 5 4 " R C P 54" RCPDIDI18" RCP 18" RCP18" RCP15" RCPS15" RCP15" RCP15" RCP DIDIDI15" RCP15" RCP DIDI DI18" RCP18" RCP DIS15" RCP TO 54" RCP 15" RCP POSSIBLE JB K E R R S T A T I O N V I L L A G E , L L C E I P N A I L 400.00’ 275.01’ 37.00’ 5 8. 03 ’ D B 4 4 3 5 P G 2 3 9 M B 3 1 P G 3 2 9 M B 3 5 P G 2 9 2 18’ ACCESS EASEMENT 18’ ACCESS EASEMENT U T I L I T Y E A S E M E N T 1 0 ’ X 2 0 ’ EIP191.55’249.60’ D B 1 6 3 6 P G 4 1 2 D B 1 9 1 3 P G 4 0 6 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’ E X I S T I N G R / W E X I S T I N G R / W -BL- 15 - B Y 3 - 1 6 - B L - 1 6 TIMOTHY D. SMITHDB 1808 PG 899MB 5 PG 19 D B 2 0 9 1 P G 4 4 0 V E N T U R E S I I , L L C . M A R T I N D B 4 0 9 5 P G 4 9 8 D B 2 6 0 0 P G 1 7 8 M B 3 1 P G 3 2 9 M B 3 5 P G 2 9 2 M B 3 9 P G 3 4 1 D B 2 3 5 1 P G 0 1 4 D B 2 7 4 7 P G 9 0 7 M B 3 1 P G 3 2 9 M B 3 5 P G 2 9 2 M B 3 9 P G 3 4 1 1 S M T L B U S D B 3 2 3 4 P G 9 2 9 M B 2 9 P G 5 3 M B 5 P G 1 7 M B 5 P G 1 9 1 S B L K B U S DB 1680 PG 565MB 29 PG 53MB 5 PG 17MB 5 PG 19 1 S B K B U S 1SFM T L B U S 1 S B K M T L B U S B S T C U R B C O N C B S T CONCBST215 S. KERR LLC.DB 5328 PG 2854 M O R E L A G L L C . D B 5 3 3 8 P G 1 8 2 8 M B 3 9 P G 3 4 1 M B 3 5 P G 2 9 2 M B 3 1 P G 3 2 9 D B 1 6 3 5 P G 3 1 4 D B 1 6 4 1 P G 4 4 1 D B 1 5 5 4 P G 3 8 5 D B 1 9 1 3 P G 4 0 6 H O L D I N G S L L C . H & S F A M I L Y D B 5 4 1 9 P G 2 4 9 0 FRANKLIN AVE. 33.5’ BST S R 1 1 7 5 S . K E R R A V E . 3 4 B S T 2 4 " C & G 4 " P L A S T I C T C T T BOX HOT M E T E R E L E C T R I C 1 2 " D I P 6" DIP 8" DIP #5 TEST HOLE TH-9 TH-8 TH-10A TH-10B D B 5 7 0 0 P G 1 0 5 1 M B 3 9 P G 3 4 1 212 S . K E R R A V E . L L C . S O U T H K E R R B U S I N E S S O W N E R S A S S O C I A T I O N D B 5 7 9 4 P G 6 0 0 9 0 2 0 9 0 3 0 9 0 4 0 9 0 5 0 9 0 1 0 9 0 8 0 9 1 0 0 9 0 9 0912 0 9 1 3 0915091609180919 C B C B C B C B C B CB C B CBCB D I CB15" 12" 30" SEE NOTE 1 D I 24" WITH FLOWA B L E F I L L PLUG AND F I L L F U L L NOTE 1: 3 6 " R C P - V 2 4 " R C P - V C B CB NORTH OF SAG ON -L-CB #0916 LOCATED 23.4 FT SOUTH OF SAG ON -L-CB #0918 LOCATED 37.6 FT SOUTH OF SAG ON -L-CB #0912 LOCATED 12 FT NOTE: 6 0 " R C P - V 6 0 " R C P - V 6 0 " R C P - V 60" RCP-V60" RCP-V66" RCP-V 12 " 15" RCP-V 36" RCP-V 3 0 " R C P - V 30" 15" RCP-V 36" RCP-V 0917 0 9 1 4 0911 0 9 0 7 40 - Y 4 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 4 0 + 3 7 . 9 8 E N D C O N S T R U C T I O N 0 1 0 2 0 3 0 1 0 2 0 3 0 0 0 0 0 3 0 3 025025 025025 - L - 3 4 ’ 60’ 28’ 64’36’ DR 3 6 ’ D R 3 6 ’ D R 4 8 ’ D R 39.5’ 12’12’ 39.5’ 5 0 ’ R 5 0 ’ R P R O P . 8 " x 1 8 " C O N C . C U R B 12’16’ PROP. 2’-6" CONC C&GPROP. 2’-6" CO N C C & G PROP. 1’-6" CONC C&G36’ DR 40’+95.17 12’ - Y 4 - + 1 0 B E G I N P R O P . C & G - Y 4 - + 1 0 E N D P R O P . C & G 52’ 48’ 7.5’52’ +70.97 - Y 4 - P O T S t a . 1 1 + 1 0 . 0 0 5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K 5’ SIDEWALK6’ MON O L I T H I C I S L A N D 6 ’ M O N O L I T H I C I S L A N D 200’ LT LANE TAPER TAPER LANE 100’ RT END 2’-6" C&G -L- +39.11 LT.PROP. 2’-6" C&G BEG. 2’-6" C&G -L- +75.11 LT. E N D 2 ’ - 6 " C & G - L - + 9 0 . 5 5 L T . B E G . 2 ’ - 6 " C & G - L - + 2 6 . 5 5 L T . P R O P . 2 ’ - 6 " C & G E N D 2 ’ - 6 " C & G - L - + 4 2 . 1 7 L T . P R O P . 2 ’ - 6 " C & G B E G . 8 " x 1 8 " C U R B - Y 4 - + 1 0 . 0 0 R T . E N D 8 " x 1 8 " C U R B - L - + 3 9 . 8 5 R T . B E G . 8 " x 1 8 " C U R B - L - + 7 5 . 8 5 R T . 7’ 2 ’ R 2 ’ R 2 ’ R 17’ 17 ’ 2 4 ’ D R C R C R 4 4 ’ L T - Y 4 - + 0 2 36 3 1 3 7 3 8 3 9 40 4 1 4 2 7 3 ’ L T - L - + 6 5 8 1 ’ L T - L - + 8 3 6 9 ’ L T - L - + 8 8 87’ RT -L- +18 87’ RT -L- +7987’ RT 77’ RT -L- +3687’ RT 77’ RT -L- +56 8 3 ’ R T - L - + 4 0 9 5 ’ R T - L - + 4 4 102’ RT -L- +25 90’ RT -L- +21 6 6 ’ L T - L - + 6 3 . 7 3 4 2 ’ R T EX I S T . R / W - Y 4 - + 3 7 4 1 ’ R T EX I S T . R / W - Y 4 - + 7 3 4 1 ’ R T EX I S T . R / W - Y 4 - + 0 3 4 4 ’ L T 3 4 ’ L T EX I S T . R / W - Y 4 - + 1 0 5 6 . 5 0 ’ L T - L - + 6 2 77’ RT -L- +19.25 7 7 ’ R T - L - + 7 0 . 9 7 3 4 ’ R T E X I S T . R / W - Y 4 - + 1 0 4 6 . 0 0 ’ R T - Y 4 - + 9 8 3 4 ’ L T - Y 4 - + 9 7 . 9 9 6 5 ’ R T - L - + 0 4 . 9 7 8 6 ’ R T 8 3 ’ R T 7 7 ’ R T - L - + 0 3 8 6 ’ R T 8 3 ’ R T 7 7 ’ R T - L - + 8 3 8 3 ’ R T - L - + 7 6 . 9 7 7 8 ’ L T 6 5 ’ L T - L - + 0 9 5 8 ’ L T 4 3 . 9 9 ’ L T - L - + 8 8 F F FF F F F F F F F F F F F F N A D 8 3 / 9 5 R E T A I N REMOVE 36" RCP & 12" RCP REMOVE 2 MH’s S E E N O T E 1 S E E N O T E 1 RETAIN R E T A I N R E T A I N R E T A I N S E E N O T E 1 R E T A I N R E T A I N R E T A I N R E T A I N S E E N O T E 1 S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 S l o p e F i l l M ATCHLIN E -L- STA.42+50 SEE SHEET 9REVISIONS 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 . 04-APR-2014 12:29R:\Roadway\Proj\u3338b_rdy_psh_s10.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 1 0 U - 3 3 3 8 B 2 9 4 0 0 2 9 4 0 0 - L - K e r r A v e Cinem a Dr -Y5- 2 0 0 2 0 0 2 0 0 2 0 0 1 0 0 - 1 0 0 M ATCHLIN E -L- STA.48+00 SEE SHEET 11 M A T C H LI N E - Y 5 - S T A . 1 4 + 0 0 S E E S H E E T 2 4 2 0 3 4 A D T 2 0 1 4 A D T 6 5 0 7 9 3 4 6 3 4 1 5 7 1 9 7 8 2 1 6 3 1 4 2 3 5 9 4 4 4 6 F O R - Y 5 - P R O F I L E S E E S H E E T 5 4 F O R - L - P R O F I L E S E E S H E E T 4 5 P R O P O S E D S I G N A L AND ELIM INATED CLAIM ON PARCEL 43. - JBWAT -L- STATION 47+73.18 LT.; ADDED DUE FRO M -Y5- STATION 14+51 TO 15+02.37 LT. ON PARCEL 45; ADDED TDE FRO M -L- STATION 44+75 TO 45+16 ON PARCEL 46;09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 39, 42 AND 44 THROUGH 46; CO RRECTED AN O FFSET AT -L- STATION 45+60 LT.; CO RRECTED THE STATION AND O FFSET 10/10/13 - R/W REVISION: ADDED DRIVEW AY AT -L- STA. 43+06 +/- RT. ON PARCEL 42. - TEM04/09/14 - R/W REVISIONS: UPDATED DEED REFERENCE ON PARCEL 42. - JBW ABANDONED RAILROAD EASEMENT D I D I 60" CONCCONC24" C&G CSX RR S G U Y 24" C&G 24" C&G C O N C LT L T S S L T 2 4 " C & G M T L P O S T S CONC CURB C O N C C U R B C O N C C U R B B S T C O N C C U R B L T 24" C&G 24" C&G 48" WD 6 0 " C O N C C O N C 5 8 CURB S TT T TT C O C O 10" PVC 10" PVC 8 " V C P 8 " V C P S 15" CMP 15" RCP ? SS S S S S 18" RCP D I 12" TCP C B 15" RCP C B 3 6 " R C P 3 6 " R C P D I 15" C MP D I 1 8 " R C P 3 6 " R C P 3 6 " R C P 30" RCP 36" RCP 48" RCP 3 6 " R C P DI12" RCP36" RCP 54" RCP + / - D IR E C T IO N 1 2 " R C P BAR STEEL 275.00’MB 39 PG 341MB 35 PG 292MB 31 PG 329 DB 1635 PG 314 DB 1641 PG 441 DB 1554 PG 385"X" CUT IN CONCACCESS ENGRESS INGRESS EASEMENT 0.68’ R/W TO "X" CUT 367.69’ 75.00’DB 1913 PG 406 DB 1913 PG 406 CSX TRANSPORTATION, INC.60.00’EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W 60.00’ E X I S T I N G R / W E X I S T I N G R / W PKPK 100.00’KERR STATION VILLAGE, LLCDB 2091 PG 440DB 1636 PG 412DB 1913 PG 406 D B 5 3 1 6 P G 8 3 0 M B 3 6 P G 2 2 0 C I N E M A D R I V E , L L C 6 0 . 0 0 ’ 3 0 " C & G 8 " C O N C C U R B 8 " C O N C C U R B 8 " C O N C C U R B 8" CONC CURB -BL- FRANKLIN - B Y 4 - 1 7 - B L - 1 7 10’ NON-MUNICIPAL UTILITY EASEMENT 6 8 S O U T H K E R R , L L C D B 5 2 5 6 P G 5 6 3 B S T 1 S M B U S C O N C B S T B S T 1 S B K B U S M A R K E T P L A Z A C E N T E R , L L C . D B 5 3 6 4 P G 1 7 7 7 D B 7 9 1 P G 1 1 2 D B 8 1 5 P G 4 1 1 D B 7 9 0 P G 3 5 2 D B 7 8 9 P G 1 3 1 D B 1 6 3 7 P G 1 9 4 4 D B 1 9 1 3 P G 4 0 6 S HOLDINGS LLC.H & S FAMILYDB 5419 PG 2490RAILS UNDER ASPHALT EXISTING CSX R/W EXISTING CSX R/W EXISTING CSX R/W S R 1 1 7 5 S K E R R A V E B S T CINEMA DR 33’ BST 12 " C O N C 50.35’N 6413’01" E4" PLASTIC TT T TT B O X H O T 1 2 " D I P 8" DIP 4 " P L A S T IC 2" PLASTIC EOI TH-14 TH-13 TH-12TH-11DB 5794 PG 60 H W 1 0 1 0 1 0 0 2 1 0 0 5 1 0 0 6 1 0 0 7 1 0 0 8 1 0 0 9 1 0 1 1 1 0 1 2 1 0 1 3 1015 101 4 1017 10191018 1 0 2 0 1 0 2 1 C B C B C B C B C B CB C B CBCB C B S E E N O T E 1 12" W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : w / 1 2 " A N D E X T E N D C O L L A R 1 5 " R C P - V 1 5 " R C P - V 4 8 " R C P - V ( N o t t o S c a l e ) S P E C I A L L A T E R A L ’ V ’ D I T C H 3:1 D F R O M - Y 5 - S T A . 1 4 + 6 5 T O S T A . 1 4 + 9 3 L T . M i n . D = 0 . 5 F t . D E T A I L 2 4 G r o u n d N a t u r a l 3:1 S E E D E T A I L 2 4 S P E C I A L L A T E R A L ’ V ’ D I T C H B 3:1 3:1 D ( N o t t o S c a l e ) B A S E D I T C H C L E A N O U T D E T A I L 2 5 B = 2 F t . M i n . D = 1 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l 12" OUTL E T 15" OUTLET D D E : 7 C Y - L - S T A 4 4 + 2 0 R T . SEE DETAIL 2 5 BASE DITCH CLEANO U T N O R T H O F S A G O N - L - C B # 1 0 1 0 L O C A T E D 5 . 6 F T N O T E : 48 " RC P- V 5 4 " R C P - V 24" ( A ) 2 G I 5 4 " R C P - V 5 4 " R C P - V 54" RCP-V60" RCP-V 24" RCP-V 24" RCP-V 30" RCP-V 48"48" RCP-V 1 2 " R C P - V 1 5 " CL B RIP RAP7 SY GEOTEXTIL E EST. 2 TONSCL B RIP R A P 5 SY GEO T E X T I L E EST. 2 TO N S TB 2GI 15" RCP-V 1 0 2 3 T B 2 G I 1 0 2 2 2 G I T B 1 5 " R C P - V 1016 1 0 0 4 45 - L - P O T S t a . 4 4 + 8 0 .0 4 0 0 0 0 0 2 0 2 0 1 0 1 025025 025025 - L - 5 . 5 ’ 16’ 28’ 3 0 ’ 40’ 12’12’ 5 0 ’ R 12’12’ 30’R + 1 2 . 4 3 12’ 12’ PROP. 2’-6" CONC C&GPROP. 2’-6" CONC C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 8 " X 1 8 " C O N C C U R B P R O P . 8 " X 1 8 " C O N C C U R B 3 ’ R 100’ TAPER 30’R 12’ 39’48.5’16’12’7.5’+14 +35.51 40’R - Y 5 - + 9 3 . 0 2 16’12’ 39.5’51.5’ 2 4 ’ + 1 7 . 0 0 2 ’ R 0 2 5 0 2 5 15’ +57.44 E N D C O N S T R U C T I O N - Y5 - P O T S t a . 16 + 7 5 .8 2 - Y5 - P O T S t a . 15 + 9 4 .0 5 1 5 2 4 ’ B E G I N P R O P . C & G + 8 1 . 7 7 - Y 5 A - +30.00 +42.00 5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K 5’ SIDEWALK 6’ MONOLITHIC ISLAND 4’ MONOLITHIC ISLAND +13.99 +68.10 L A N E T A P E R 1 0 0 ’ L T & R T + 0 2 . 1 6 - Y 5 - + 7 7 . 7 3 - Y 5 A - E N D P R O P . C & G +22.65 B E G . 8 " x 1 8 " C U R B - Y 5 - + 9 3 . 0 2 L T . B E G . 8 " x 1 8 " C U R B - L - + 1 6 . 2 9 R T . C R C R C R C R C R C R C R C R 1 . 2 5 ’ R 17’ 025 +95.62 5 ’ R 2 5 ’ R 4 . 5 ’ M O N O L I T H I C I S L A N D 36’ DRBEG. 2’-6" C&G -L- +24.13 RT.END 8" x 18" CURB -L- +88.13 RT.5’ R 2 2 ’ 68’ LT -L- +10 4 2 ’ R T - Y 5 - + 0 0 89’ RT -L- +05 9 9 ’ R T - L - + 2 8 6 5 ’ R T - L - + 3 5 9 2 ’ R T - L - + 5 4 42 3943 4 4 4 5 4 6 69’ LT -L- +13 4 2 ’ R T - Y 5 - + 7 0 69’ RT -Y5- +7466’ RT -Y5- + 9 3 8 4 ’ L T - L - + 5 1 8 7 ’ L T - L - + 7 1 6 7 . 5 7 ’ L T - L - + 7 5 101’ RT -L- +21112’ RT -L- +22116’ RT -L- +47 6 9 ’ R T - L - + 8 0 78.33’ LT -L- +21 4 7 . 4 9 ’ R T - Y 5 - + 7 0 . 8 1 7 8 ’ L T - L - + 5 2 . 5 5 64’ LT 59.46’ LT -L- +3856.50’ LT -L- +13 4 5 ’ L T 3 3 ’ L T - Y 5 - + 9 3 . 0 2 7 8 ’ L T - L - + 5 7 . 3 6 6 8 . 5 0 ’ L T - L - + 5 5 6 8 . 5 0 ’ L T - L - + 6 9 . 5 4 6 8 . 8 2 ’ R T - L - + 2 2 . 6 8 5 6 . 5 0 ’ R T - L - + 7 7 . 3 5 6 0 ’ L T 5 0 ’ L T 4 5 ’ L T - Y 5 - + 5 1 78’ RT -L- +1978’ RT 65’ RT -L- +95 1 1 7 ’ R T 1 1 1 ’ R T - L - + 6 7 1 2 1 ’ R T - L - + 4 7 1 1 0 ’ R T - L - + 4 5 6 8 . 5 0 ’ L T - L - + 6 0 9 7 . 1 6 ’ R T 9 2 ’ R T - L - + 8 0 7 6 . 3 9 ’ L T - L - + 7 3 . 1 8 6 8 . 5 0 ’ L T - L - + 5 7 . 4 4 5 4 . 3 0 ’ L T - Y 5 - + 0 2 . 3 7 9 2 ’ R T - L - + 7 5 1 2 2 ’ R T - L - + 8 1 1 0 5 ’ R T - L - + 1 6 1 2 2 ’ R T - L - + 1 6 NO CLAIMF F F F FF F F F FF F F F F FF F C F N A D 8 3 / 9 5 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 R E T A I N R E T A I N R E T A I N 3 0 " R E P L A C E w / R E M O V E 2 4 " S E E N O T E 1 3 0 " R E P L A C E w / R E M O V E 1 8 " S E E N O T E 1 S E E N O T E 1 SEE NOTE 1 R E T A I N 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 . P R O J E C T R E F E R E N C E N O . 22-FEB-2013 12:37R:\Roadway\Proj\u3338b_rdy_psh_s11.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 1 1 U - 3 3 3 8 B F O R - L - P R O F I L E S E E S H E E T 4 5 M ATCHLIN E -L- STA.53+50 SEE SHEET 12 M ATCHLIN E -L- STA.48+00 SEE SHEET 1009/20/12 - R/W REVISION: ADJUSTED THE PUE AT -L- STATION 50+00 O FFSET 68’ RT. ON PARCEL 46. - JBW B S T 2 4 " C & G 2 4 " C & G L T L T C O N C C O N C C O N C 6 0 " C O N C 6 0 " C O N C 3 6 " R C P D I CONC BST S R 1 1 7 5 S K E R R A V E B S T 2 4 " C & G 1S M B U S L T LT CONC CONC B S T BST B S T BST B S T 24" C&G 24" C&G LT L T B S T B S T CONC CURBCONC CURB CONC CURB C O N C C U R B CONC CURB C O N C C U R B CONC CURB 6 0 " C O N C 3 0 " C & G C O N C CC T T S T A T IO N T E S T COCO CO 8" PVC 8" PVC 8" VCP 8 " V C P 8 " V C P 8 " V C P S S S S S S S N O I N V E R T S O R S I Z E S C A N N O T O P E N C O N C C A T C H B A S I N 15" R C P D I 1 5 " R C P 18" RCP 1 8 " R C P 1 5 " R C P C B 2 4 " R C P 24" RCP 2 4 " R C P D I 24" RCP 1 5 " R C P C B 3 6 " R C P 3 6 " R C P 18" RCP 18" RCP 3 6 " R C P D I 18" RCP D I 15" CMP 18" CMPI N V = 3 5 . 8 3 ’ D I INV=35.16’24" RCP + / - D I R E C T I O N 1 8 " R C P E X I S T I N G R / W E I P 20.00’GENERAL UTILITY EASEMENT E X IS T IN G R / W (V A R IE S ) 68 SOUTH KERR, LLCDB 5256 PG 563 D B 5 2 6 9 P G 2 8 5 8 D B 5 3 7 4 P G 4 2 1 M B 5 1 P G 3 9 0 20’ INGRESS & EGRESS EASEMENT L T 6" CONC WALL 8" CURB8" CURB8" CONC CURB 8" CONC CURB 8" CONC CURB 8" CONC CURB LT 8" CONC CURB8" CONC CURB 8" CONC CURB - B L - 1 8 C L I H O L D I N G S , L L C MARKET PLAZA CENTER, LLC.DB 5364 PG 1777DB 791 PG 112DB 815 PG 411DB 790 PG 352DB 789 PG 131DB 1637 PG 1944DB 1913 PG 406 M A R K E T P L A Z A C E N T E R , L L C . D B 5 3 6 4 P G 1 7 7 7 D B 7 9 1 P G 1 1 2 D B 8 1 5 P G 4 1 1 D B 7 9 0 P G 3 5 2 D B 7 8 9 P G 1 3 1 D B 1 6 3 7 P G 1 9 4 4 D B 1 9 1 3 P G 4 0 6 L T A T M 1 S M B U S 2 S M B U S B S T B S T B S T B S T B S T C A N O P Y M T L B S T S O I L 18 " RC P C B 26.66’26.66’ B U S I N E S S B U S I N E S S CC EOI T T S T A T IO N T E S T 12" DIP8" DIP 4 " P L A S T I C 2" PLASTIC TH-15 TH-16 TH-17 2 G I 2 4 " R C P - I I I 1 1 0 1 1 1 0 2 1 1 0 3 1 1 0 4 1 1 0 5 1 1 0 6 1 1 0 7 1 1 0 8 1109 1110 C B C B C B C B CB CB D I D I 1 8 " WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: R E T A I N R E T A I N R E T A I N S E E N O T E 1 S E E N O T E 1 1 5 " R C P - I I I 2 4 " R C P - I I I 2 4 " R C P - I I I 3 6 " R C P - I I I 4 2 " R C P - I I I 42" RCP-III42" RCP-III 36" RCP-III 2 4 " R C P - I I I 2 4 " R C P - I I I 1 5 " 15" RCP-V 42" RCP-III D I 50 025025 025 - L - 36’ DR36’ DR 2 4 ’ D R 3 6 ’ D R 3 6 ’ D R 28’54.75’28’ 12’12’16’ PROP . 2 ’ - 6 " C O N C C & G PROP. 2’-6" CO N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 8 " X 1 8 " C O N C C U R B PROP. 8"X 1 8 " C O N C C U R B PROP. 8"X18" CONC CURB P R O P . 8 " X 1 8 " C O N C C U R B 11’CONC CURB PROP. 8"X18" +68.1034.5’ 34.5’39.5’ 34.5’43’ +00 16’12’9.5’ 1 0 0 ’ T A P E R L T & R T 5’ SIDEWALK 5’ SIDEW A L K 5 ’ S I D E W A L K 6 . 7 5 ’ M O N O L I T H I C I S L A N D 100’ LT & RT LANE TAPER 5 ’ S I D E W A L K END 8" x 18" CURB -L- +71.66 LT.BEG. 8" x 18" C U R B -L- +09.20 L T . E N D 8 " x 1 8 " C U R B - L - + 3 5 . 0 2 L T . B E G . 8 " x 1 8 " C U R B - L - + 6 0 . 5 5 L T . E N D 8 " x 1 8 " C U R B - L - + 3 9 . 6 6 L T . B E G . 8 " x 1 8 " C U R B - L - + 7 7 . 1 9 L T . END 8" x 18" CURB -L- +01.69 RT.BEG. 8" x 18" CURB -L- +37.68 RT. E N D 8 " x 1 8 " C U R B - L - + 3 9 . 1 0 R T . 025 02 P R O P . 8 " X 1 8 " C O N C C U R B B E G . 8 " X 1 8 " C U R B - L - + 7 6 . 6 3 R T . +24.00 I N C . 2 4 ’ +46.00 1 ’ R 1’R 2’ 025 02525’ R +02.395’ R 2’2’ 6 8 ’ R T 6 0 ’ R T - L - + 3 8 4546 4 6 4 7 6 1 ’ L T - L - + 9 9 9 5 ’ L T - L - + 0 8 9 2 ’ L T - L - + 2 8 6 8 ’ R T - L - + 0 0 8 3 ’ R T 7 3 ’ R T - L - + 9 2 8 3 ’ R T 7 3 ’ R T 6 0 ’ R T - L - + 1 2 7 3 ’ R T 6 8 ’ R T - L - + 2 6 7 3 ’ R T 6 8 ’ R T - L - + 9 4 7 4 ’ R T 6 0 ’ R T - L - + 4 5 61’ LT -L- +70 5 0 ’ L T - L - + 0 0 6 7 ’ L T - L - + 3 0 51.50’ LT -L- +69.54 5 1 . 5 0 ’ L T - L - + 9 8 6 1 ’ L T 5 1 . 5 0 ’ L T - L - + 3 8 6 1 ’ L T 5 1 . 5 0 ’ L T - L - + 0 8 6 1 ’ L T 5 1 . 5 0 ’ L T - L - + 2 8 5 6 . 5 0 ’ R T - L - + 9 9 . 7 0 6 0 ’ R T - L - + 9 9 . 7 0 F FF F F F F F F F F F F N A D 8 3 / 9 5 G R O U N D N A T U R A L w/ TB 2GI REPLACE DI REMOVE &w/ 15"REPLACE PIPE REMOVE &RETAIN RETAIN S E E N O T E 1 R E T A I N SEE NOTE 1#1206 52+83, 94’RT TO CB EXIST DI AT -L- STA RETAIN 15" RCP FROM G RAD E TO D RAIN D R A I N G R A D E T O 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 . P R O J E C T R E F E R E N C E N O . 04-APR-2014 14:28R:\Roadway\Proj\u3338b_rdy_psh_s12.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 1 2 U - 3 3 3 8 B M ATCHLIN E -L- STA.53+50 SEE SHEET 11 MATCHLINE -L- STA.59+00 SEE SHEET 13 F O R - Y 6 - P R O F I L E S E E S H E E T 5 6 F O R - L - P R O F I L E S E E S H E E T 4 6 R E V I S E D S I G N A L M A T C H L I N E - Y 6 - S T A . 1 9 + 0 0 S E E S H E E T 2 7 M A T C H L I N E - Y 6 - S T A . 2 2 + 5 0 S E E S H E E T 2 8 3:1 3:1 S P E C I A L B A C K O F C U R B C U T G R A S S S W A L E ( N O T T O S C A L E ) - L - S T A . 5 8 + 0 0 T O S T A . 5 9 + 1 8 R T . D E T A I L 5 09/20/12 - R/W REVISION: ADJUSTED THE PDE AND TCE ON PARCEL 48. - JBWTHROUGH 50. - PJS11/09/12 - R/W REVISION: ADDED C/A FRO M -L- STA. 54+50.00 LEFT TO -Y6- STA. 18+30.00 RIGHT AND FRO M -Y6- STA. 18+92.00 LEFT TO -L- STA. 58+52.00 LEFT ON PARCELS 47ON PARCEL 52. - JBW04/09/14 - R/W REVISIONS: ADDED "DO NO T DISTURB AREA LIGHT" NO TE ON PARCEL 51; REVISED PUE, CO RRECTED STATION AND O FFSET AT -Y6- STA. 21+81.00, 85’ LT. AND ADDED AUE C & G CON C CONC CONCCONCCURB CONC 30" C&G 3 0 " C & G LTLT 24" C&G 60" CONC CONC CONC CON C LT CONC CURB C O N C C U R B CON C CONC 6 0 " C O N C 60" CONC P O L E F L A G 24" C&G 24" C&G 30" C&G SR 1175 S KERR AVE 56 BST S T 8" VCP 8 " V C P 8" R C P 10" PVC 10" PVC 10" PVC 10" PVC 15 " R C P 15 " R C P S S S 38.17 S S3190 37.39 18 " RC P 12" RCP 15 " R C P CB 15" RCP 12" R C P 12" RCP CB D I 12" RCPCB 12" RCP 12 " R C P 12" RCP DIDI 12 " R C P 12" RCPCBDI C B POSSIBLE JB POSSIBLE JB 15" RCP TO 15" RCP +/- DIRECTION6" CIP 6" PVC 200.00’ R / W M O N 137.00’ "X " C U T R/W MON CONC R/W MON CONC C M E I P 139.71’ 14 7 .7 9 ’ 10 0 . 0 0 ’ EXISTING R/W 10 0 . 0 0 ’ EXISTING R/W EXISTING R/W E XIS T IN G R/ W EXISTING R/W (VARIES) E X I S T I N G R / W ( V A R IE S ) EXISTING R/W (VARIES)SHED (BUS)VENDINGICE -EL- 15" RCP 30" C&G 8 4 " C O N C 2 4 " C & G 8" CONC CURB60" CONC 8" CONC CURB 8 " C O N C C U R B 8’ CONC CURB 6 " C O N C C U R B 6" CONC CURB 24 " C&G 24" C&G 2 4 " C & G 2 4 " C & G 2 4 " C & G 6" CONC CURB 6 0 " C O N C 60" CONC 6 0 " C O N C N C G S M O N . ( K E R R ) - B Y 5 - K E R R - B L - K E R R M A R K E T & K E R R , L L C . D B 5 3 7 8 P G 2 4 6 1 M B 4 P G 8 0 H. L. PR E V A T T E , E T U X DB 7 6 4 P G 3 5 4 1 S M B U S CONCMARKET PLAZA CENTER, LLC.DB 5364 PG 1777DB 791 PG 112DB 815 PG 411DB 790 PG 352DB 789 PG 131DB 1637 PG 1944DB 1913 PG 406 SBSTBSTLTCB L T S C B C B L O D G I N G E N T E R P R I S E S , L L C D B 5 4 3 3 P G 1 6 9 3 R I C S 5 D B 5 3 0 5 P G 1 0 9 4 L O D G I N G E N T E R P R I S E S , L L C D B 5 4 3 3 P G 1 6 9 3 L T L T B S T B S T M T L C A N O P Y U N D E R 8 G A S P U M P S 2 - I S L ’ S 1 S M B U S 1 S M B U S C O N C C A P S F I L L E R B S T B S T M T L C A N O P Y U N D E R 1 2 G A S P U M P S 2 - I S L ’ S 1 S B L K B U S C O N C B S T B S T B S T C O N C B S T CONC B S T C O N C C A P S F I L L E R B S T D B 5 3 0 5 P G 1 0 8 2 S CLI HOLDINGS, LLCDB 5269 PG 2858DB 5374 PG 421MB 51 PG 390LTEGRESS EASEMENT 30’ INGRESS & BSTCONC C O N C C O N C BST BSTLTLTBSTBST1SMBUSDB 1 1 3 1 P G 1 6 6 DB 1 1 3 1 P G 1 6 5 B S T B S T L T B S T B S T D I D I 1 5 " R C P L T CAPS FILLER EGRESS EASEMENT30’ INGRESS & C A P S F I L L E R EXISTING R/W E XIS T ING R / W 10 5 . 5 0 ’ *BL3125 *CL3125 60" CONC 60 " CON C R O W M T L P O S T 30" C&G 3 0 " C & G PLANTER P L A N T E R P L A N T E R CAMERA STOPLIGHT METER POWER W / S I G N C O N C 6 0 " C O N C LT L T DI C O N C BST B S T G A S P U M P I S L A N D S 4 ’ X 1 4 ’ G A S P U M P I S L A N D S 3 ’ X 6 ’ US 17 MARKET STREET 70 BST US 17 MARKET ST BST PIPESVENT R I C S 5 , L L C R I C S 5 , L L C S T B O X H O T 12" DIP 12" DIP 12" DIP 12 " D I P 6" STEEL 6" STEEL 2 " S T E EL 4 " P L A S T IC 4" PLASTIC CAMERA RED LIGHT TH-18 1 2 0 1 1 2 0 2 1 2 0 3 120412051206 1207 1 2 0 8 1 2 0 9 121 0 1211121212131214 1 2 1 7 1 2 1 6 12" DIDI S E E N O T E 1 SEE NOTE 1 SEE NOTE 1SEE NOTE 1 S E E N O T E 1 SEE N O TE 1 SEE N O TE 1 S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 CB CB TB 2 G I WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: 1 2 1 5 1 2 2 9 R E M O V E T B 2 G I C B T B 2 G I C B 12 19 12 2 0C B TB2 G I 12" RCP-V 15" RCP-V 24" N O T E 1 S E E N O T E 1 S E E D RA IN G RAD E TO D R A I N G R A D E T O 2 G I T B T B 2 G I C B C B C B CBCBCB CB1223 D I 1 2 2 4 D I 1 2 2 5 CB 1226 C B 1 2 2 7 CB1228 1 2 1 6 1 2 3 0 1 2 3 1 C B 1 2 3 2 C B T B 2 G I 15" RCP-V 2 4 " 15" RCP-V 2 4 " R C P - V 12" RCP-V 24" RC P-V 18" RCP-V 24" RCP-V 2 4 " 24" 2 4 " 12" 2 4 " 24"30"30"30" 12 " 1 5 " 15"15" 1 2 " R C P - V 15" R C P - V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15 " RC P- V W E S T O F S A G O N - Y 6 - C B # 1 2 3 1 L O C A T E D 1 8 . 5 F T N O T E : 63’ L T -L- + 0 0 7 4 . 1 8 ’ L T - L - + 5 5 6 8 ’ L T - Y 6 - + 5 8 7 3 ’ R T - L - + 8 0 6 7 ’ R T 6 0 . 1 3 ’ R T - Y 6 - + 5 2 5 9 ’ R T - L - + 1 1 6 0 ’ R T - L - + 6 2 . 0 1 6 8 ’ L T - Y 6 - + 4 8 4746 4 8 4 9 5 0 5 0 5 1 5 2 8 3 . 4 2 ’ L T - Y 6 - + 7 7 75’ RT -L- +14 7 4 . 8 0 ’ L T - L - + 5 6 7 3 ’ L T - L - + 3 5 6 6 ’ R T - Y 6 - + 7 7 5 1 . 5 0 ’ L T - L - + 3 3 68’ LT 61’ LT 51.50’ LT -L- +50 6 3 . 5 0 ’ L T - L - + 6 2 . 0 1 6 3 . 5 0 ’ L T - L - + 6 8 . 4 6 6 0 ’ R T - L - + 5 0 . 3 4 6 5 . 8 1 ’ R T - L - + 8 8 . 2 8 6 2 . 1 9 ’ R T - Y 6 - + 4 0 . 5 7 5 5 . 7 5 ’ R T - Y 6 - + 7 6 . 4 1 6 5 . 7 5 ’ L T - Y 6 - + 0 1 . 4 1 7 2 . 6 2 ’ L T - Y 6 - + 6 4 . 4 3 6 6 . 7 0 ’ R T - L - + 6 9 . 6 0 9 2 ’ L T 8 2 ’ L T - Y 6 - + 0 8 8 1 . 4 7 ’ L T - L - + 6 2 8 9 ’ L T - L - + 6 2 9 4 ’ L T - L - + 9 0 6 8 ’ R T - Y 6 - + 2 9 7 7 ’ R T - Y 6 - + 4 8 . 1 9 6 8 ’ R T - Y 6 - + 2 9 6 3 . 5 0 ’ L T - L - + 5 2 E N D C / A BEGIN C/A 8 5 ’ L T - Y 6 - + 8 1 . 0 0 55 - L - P O C S t a . 5 6 + 6 1 . 8 4 - Y 6 - P O T S t a . 2 0 + 6 6 . 1 0 0 2 5 0 2 5 2 0 PI Sta 57+06.06L = 313.71’T = 157.76’R = 1,200.00’-L- - L - 6 0 ’ 3 6 ’ 5 O . S . 12 0 - 4 0 - 12 0 5 O . S . 12 0 - 4 0 - 12 0 SE = 04RUNOFF = 192’V = 50 mph 40’ 2 4 ’ 5 8 ’ 28’16’12’ 46.5’ 2 4 ’ +40.30 + 3 4 . 0 0+ 7 8 . 0 0 12 ’ 12 ’ 10 ’ 10 ’ 12 ’ 12 ’ 12 ’ 12 ’ 12 ’ 1 1 ’ 1 1 ’ 12 ’ 12 ’ 14 ’ D 12’PROP. 2’-6" CONC C&GPROP. 2’-6" C O N C C & G P R OP . 2 ’- 6 " C ON C C & G 3 ’ R 34.5’43’9.5’ +33.82 +50.31 +78.00 34.5’ 43’ 12 ’ +68.46 +10.06 +09.00 40’ 40’ -Y6- P R OP . 8 "X 18 " C ON C C U R B + 7 6 . 4 1 - Y 6 - + 0 1 . 4 1 - Y 6 - + 5 8 . 6 0 - Y 6 - + 4 9 . 11 - Y 6 - 6.75’ 6.75’ 2’ 2’ - L - P C S t a . 5 5 + 4 8 . 3 0 - L - P T S t a . 5 8 + 6 2 . 0 1 5 O . S . 120 - 4 5 - 12 0 5’ SIDEWALK5’ SIDEWALK 5 O . S . 12 0 - 4 5 - 12 0 INC. 24’ + 5 1 . 0 0 +48.00 4 8 ’ IN C . 5 ’ S ID E WALK 5 ’ S ID E WALK 6.75’ MONOLITHIC ISLAND 6 .7 5 ’ MONO LIT H IC IS LAN D CONC CURBPROP. 8"X18" 4’ MONOLITHIC ISLAND END 8" x 18" CURB -L- +81.26 LT. B E G . 8 " x 1 8 " C U R B - L - + 6 8 . 4 6 L T . E N D 8 " x 1 8 " C U R B - L - + 3 6 . 6 8 L T . C R C R C R C R C R C R C R C R PROP. 2 ’ - 6 " C & G 01 02025 0001 01 00 02 01 025 01 01 0 2 5 0 2 5 0 2 0 2 0 2 5 0 2 5 0 2 0 2 34’ DR 32’ DRBEG. 2’-6" C&G -L- +58.25 RT.C&G TIE TO EXISTEND 2’-6" C&G -L- +10.44 RT.INC.48’INC . 48 ’ +96.00 +16.00 INC. 24’ A R E A L I G H T D I S T U R B D O N O T F F F F FF F F F F F F C F C C -L- Kerr AveMarket St-Y6- 29400 29400 N A D 8 3 / 9 5 2034 ADT 2014 ADT617195784047537956819480462329825224622065904667536156143459234 SEE NOTE 1SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 R E T A I N RE T A I N S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1SEE NOTE 1 G R A D E T O D R A I N R E T A I N G R A D E T O D R A I N R E T A I N D R O P I N L E T , S T D . 8 4 0 . 3 0 a n d C B . R E P L A C E w / 4 5 ’ D R I V E W A Y R E M O V E E X I S T I N G D I C H A N N E L D R A I N 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 . P R O J E C T R E F E R E N C E N O . 04-APR-2014 14:28R:\Roadway\Proj\u3338b_rdy_psh_s13.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 1 3 U - 3 3 3 8 B F O R - L - P R O F I L E S E E S H E E T 4 6 M ATCHLIN E -L- STA.59+00 SEE SHEET 12 M ATCHLIN E -L- STA.64+50 SEE SHEET 14 DUE TO -L- STATION 61+47.50 ON PARCEL 52. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 57 AND 58; AND ADDED PDE AT -L- STATION 59+18, REM OVED THE DUE AT -L- STATION 60+04 AND EXTENDED THE 01/09/13 - R/W REVISIONS: REDUCED THE DUE ON PARCEL 52 AND REM OVED THE DUE FRO M -L- STA. 61+67.50 TO STA. 61+78.00 RT. ON PARCEL 57; CONVERTED THE PUE TO AUE FRO M-L- STA. 60+41.00 TO STA. 61+53.00 RT. ON PARCEL 52. - PJS05/13/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 56; AND REVISED THE PUE TO AUE ON PARCEL 58. - PJS06/18/13 - R/W REVISIONS: ADDED TCE FRO M -L- STA. 60+25.00 TO STA. 60+98.00 RT. ON PARCEL 52. - PJS08/23/13 - R/W REVISIONS: REVISED A PUE TO AUE ON PARCEL 54. - JBW12/13/13 - R/W REVISIONS: CHANGED 20’ DRIVEW AY TO 36’ DRIVEW AY ON PARCEL 57. - JBW04/09/14 - R/W REVISIONS: REVISED PUE AND ADDED AUE ON PARCEL 52. - JBW B S T B S T C O N C C O N C B S T B S T C O N C G R 6 0 " C O N C G U Y 72" WD S S S S S S 48" CONC (ACCESS TO APARTMENTS) 27’ BST 3 0 " C & G C O N C 72" WOOD 8" PVC N O I N V E R T S O V E R P A V E D T T T T T C 15" RCP 1 5 " R C P 15" RCP8" PVC 8" PVC 8" PVC 8" PVC 8 " P V C 1 5 " R C P S C O N C D I 1 8 " R C P 1 8 " R C P 1 8 " R C P 1 8 " R C P C O N C D I D I 15" RCP D I D I 1 5 " R C P 15" RCP 15" RCP D I 1 8 " R C P 1 8 " R C P C B12" RCP D I 1 8 " R C P 18 " R C P 18" RCP 18" RCPCB C B POSSIBLE JB P O S S I B L E J B P O S S I B L E J B E I P E I P E I P E I P 258.80’ 249.96’ 534.73’ E I P 159.85’ 172.11’51.90’ A 30’ WATER & SEWER EASEMENT CB 7 PG 167 3 0 ’ W A T E R & S E W E R E A S E M E N T C B 7 P G 1 6 7 G R G R SR 1175 N KERR AVE 44’ BST 18" RCP 1 8 " R C P B S T 4 8 " C HL CANOPY C O N C C O N C CONC 54" C U R B 8 " C O N C 60" CONC CURB 8" CONC CONC C O N C - B L - 1 9 LODGING ENTERPRISES, LLCDB 5433 PG 1693 RA N D Y L . B L A N T O N D B 1 8 4 2 P G 7 2 0 A H E P A 4 0 8 , I N C . D B 2 1 0 2 P G 8 3 0 D B 2 3 7 6 P G 9 9 6 M B 3 6 P G 1 1 7 M B 3 6 P G 6 6 D B 2 9 0 9 P G 7 6 7 D B 3 2 6 6 P G 2 9 3 D B 3 5 3 4 P G 6 0 2 D B 2 3 5 9 P G 9 0 7 M B 4 3 P G 9 1 M B 4 4 P G 1 5 7 MARKET & K E R R , L L C . DB 5378 P G 2 4 6 1 MB 4 P G 8 0 N O R T H K E R R O F F I C E C O A , I N C . D B 1 2 8 6 P G 1 4 3 D B 1 3 0 8 P G 1 0 1 3 C B 7 P G 1 6 7 C B 7 P G 1 6 8 M B 4 P G 8 0 J O S E P H I N E J . R U S H E R , E T A L D B 4 4 4 5 P G 0 0 7 C B 7 P G 1 6 7 C B 7 P G 1 6 8 M B 4 P G 8 0 C B 7 P G 1 6 7 C B 7 P G 1 6 8 M B 4 P G 8 0 R U S H E R A C C O M M O D A T I O N , L L C . D B 5 2 4 6 P G 2 6 4 8 C B 7 P G 1 6 7 C B 7 P G 1 6 8 M B 4 P G 8 0 E V E R E T T A . R U S H E R D B 5 1 9 4 P G 1 0 6 9 NORTH KERR OFFICE COA, INC. S S B S T 1 S B K B U S B S T 1 S B K B U S D E N N I S W . A N D E R S O N D B 1 1 4 7 P G 2 5 8 B S T 1 S B K B U S B S T B S T B S T B S T 1 S B K B U S G R G R G R EASEMENT 20’ WATERLINE B A N K O F T H E O Z A R K S D B 5 6 0 0 P G 9 3 0 M B 4 P G 8 0 D B 2 2 7 8 P G 6 2 4 D I / C O N C T S SS 1 5 " R C P 15" RCP15" RCP 1 8 " R C P 18" RCP 15" RCP 1 5 " R C P 15" RCP60" CONC 6 0 " C O N C 48" CHL 48" CHL 48" CHL 48" CHL 1SBK BUS 30" C&G RIPRAP RIPRAP D I C H A N N E L D R A IN PLANTERPLANTERLTLT15" RCPDI SPIGOTS VALVES W/WATER CONCCOCOCOCOCOCOCOCOCO18" C&G CURB IS PARKING LOTALL 18" C&G CURB IS PARKING LOT ALL PLANTERMTL POSTMTL POST MTL POST102" WDCONCCONC CBCB CB BLK PAVERS BLK PAVERS BLK PAVERS BLK PAVERS CONC C O N C C O N C C O N C C O N C C O N C B S T CONC BST BST RETENTION POND 6" CONC 6" CONCCONC T T T TT T C T 12" DIP 1 2 " D I P 2" STEEL 10" PLASTIC 8" DIP TH-21 TH-52 TH-20 K E R R A V E . C O M M E R C I A L P R O P E R T Y L L C . D B 5 6 5 4 P G 1 9 6 2 M B 3 6 P G 6 6 D B 5 6 5 4 P G 19 6 2 MB 3 6 P G 6 6 WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: 1 3 1 7 13131315 1 3 1 8 1 3 2 0 1 3 1 9 1 3 2 2 1 3 2 1 1 3 1 0 1 3 0 8 13041301 1 3 0 9 1 3 0 7 1 3 0 5 CB 1300 C B C B D I D I D I C B C B C B 12" 12" 24" T B 2 G I M I N D D I 3 0 " RC P- V 3 0 " R C P - V CBMIN D24" RCP-V 18"1303 1302 3 0 " R C P - V CBMIN D131212" M I N D D I CB 30" RCP-VDI1311TB 2GI 3 0 " R C P - V 15" RCP-V 2 4 " R C P - V 1 3 3 1 13 3 0 1 3 1 6 C B 2 4 " R C P - V 2 4 " R C P - V 24" RCP-V 12" RCP-V 15 " 12" 2 4 " R C P - V 2 4 " R C P - V 1 2 " R C P - V 5 7 ’ L T - L - + 9 0 60’ RT -L- +55 7 4 ’ L T 6 2 . 7 9 ’ L T - L - + 0 0 6 9 ’ L T 6 6 ’ L T 5 7 ’ L T - L - + 2 8 6 9 ’ L T 6 5 ’ L T 5 7 ’ L T - L - + 0 8 52 50 5 3 5 4 5 5 5 6 5 7 5 8 9 4 ’ L T - L - + 4 1 7 4 ’ L T - L - + 3 8 7 4 ’ L T - L - + 6 4 8 7 ’ L T - L - + 3 9 6 9 . 5 8 ’ L T - L - + 4 4 5 9 . 7 7 ’ L T - L - + 4 7 77’ LT -L- +50 6 7 ’ L T - L - + 5 0 6 4 ’ L T - L - + 0 0 9 4 ’ L T 9 2 ’ L T - L - + 5 2 8 2 ’ L T - L - + 6 1 7 8 ’ R T - L - + 5 9 8 0 ’ R T - L - + 4 0 6 9 ’ R T - L - + 3 8 6 9 ’ R T - L - + 6 5 8 5 ’ L T 7 2 ’ L T 6 1 . 5 7 ’ L T - L - + 1 9 77’ LT 63.50’ LT -L- +0577’ LT 74’ LT 63.50’ LT -L- +25 7 4 ’ L T 6 3 . 5 0 ’ L T - L - + 2 3 6 3 . 5 0 ’ L T - L - + 8 9 5 6 . 5 0 ’ R T - L - + 2 7 6 9 ’ R T 5 6 . 5 0 ’ R T - L - + 4 8 6 9 ’ R T 5 6 . 5 0 ’ R T - L - + 6 8 6 6 ’ R T 5 6 . 5 0 ’ R T - L - + 0 6 6 6 ’ R T 5 6 . 5 0 ’ R T - L - + 2 6 94’ LT 84’ LT 63.50’ LT -L- +1068’ RT 60’ RT -L- +0868’ RT 60’ RT -L- +08 7 1 . 3 5 ’ R T 5 6 . 5 0 ’ R T - L - + 6 7 . 5 0 7 1 . 4 5 ’ R T 5 6 . 5 0 ’ R T - L - + 5 3 105’ RT -L- +35 82.96’ RT -L- +25 9 0 ’ R T 7 6 . 4 0 ’ R T - L - + 9 8 1 0 5 ’ R T - L - + 5 3 9 0 ’ R T - L - + 7 5 9 2 ’ L T 8 2 ’ L T 7 4 ’ L T - L - + 5 5 -L- +8070’ RT 70’ RT 60’ RT -L- +41 60 025 025 025 025 - L - 28’28’ 3 6 ’ D R 3 6 ’ D R 12’ 54.75’39.5’ 2 4 ’ D R PROP. 2’-6" CONC C&G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 8 " X 1 8 " C O N C C U R B 2 4 ’ D R 2 4 ’ D R 16’12’16’12’12’ 12’ +23.65 +43 +89.98 50’ CONC. T R A N S . +70.04 2’5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K +93.00 1 0 0 ’ R T L A N E T A P E R 1 5 0 ’ L T L A N E T A P E R BEG. 8" x 18" CURB -L- +24.02 LT. E N D 8 " x 1 8 " C U R B - L - + 2 1 . 7 8 L T . B E G . 8 " x 1 8 " C U R B - L - + 4 7 . 3 2 L T . E N D 8 " x 1 8 " C U R B - L - + 9 1 . 7 7 L T . P R O P . 8 " X 1 8 " C O N C C U R B E N D 8 " x 1 8 " C U R B - L - + 9 0 . 1 2 R T . B E G . 8 " x 1 8 " C U R B - L - + 1 0 . 3 6 R T . B E G . 8 " x 1 8 " C U R B - L - + 2 7 . 6 5 R T . E N D 8 " x 1 8 " C U R B - L - + 4 2 . 1 4 R T . 02025 +70.04 PROP. 2’-6" CONC C&G 2 ’ R 2 ’ R 2 ’ R 9.5’150’ TRANSITION RT. D O N O T D I S T U R B W A L L 2’ 2’ 1 6 . 5 ’ M O N O L I T H I C I S L A N D 11’ +76.00 +26.005 ’ R 2 5 ’ R 18 ’ 30’ R +20.04+20.04 3 3 ’ R +24.51 EXIST. C&G TIE TO 5’ SIDEWALK E X I S T . C & G T I E T O F F FF F F F F F F F F C C C F C C N A D 8 3 / 9 5 SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1 G R A D E T O D R A I N R E T A I N R E T A I N D R A I N G R A D E T O D R A I N T O G R A D E T m a x = 6 . 3 ’ G R O U N D N A T U R A L 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 . P R O J E C T R E F E R E N C E N O . 16-JUL-2013 08:00R:\Roadway\Proj\u3338b_rdy_psh_s14.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 1 4 U - 3 3 3 8 B M ATCHLIN E -L- STA.64+50 SEE SHEET 13 M ATCHLIN E -L- STA.70+00 SEE SHEET 15 M A T C H LI N E - Y 7 A - S T A . 1 2 + 0 0 S E E S H E E T 3 5 F O R - Y 7 A - P R O F I L E S E E S H E E T 5 8 F O R - Y 7 - P R O F I L E S E E S H E E T 5 8 F O R - L - P R O F I L E S E E S H E E T 4 7 M A T C H LIN E - Y7- ST A.12 +5 0 SE E S H E E T 3 4 P R O P O S E D S I G N A L 09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 56, 61, 62, 64, AND 65; AND CO RRECTED THE STATION ON AUE AT -Y7A- 10+99 RT. JBW REVISED THE PUE TO AUE ON PARCEL 58. - PJS 05/13/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM ES AND DEED REFERENCES ON PARCELS 56 AND 59; REVISED THE PRO PO SED R/W AND THE PDE ON PARCEL 62; AND 07/11/13 - R/W REVISIONS: REVISED TDE TO PDE FRO M -Y7A- STA. 11+92.00 TO STA. 13+10.00 LEFT ON PARCEL 64. - PJS CONC C O N C C O N C 1 S F D S 24" C&G 24" C&G 48" CONC 48" CONC 60" CONC 6 0 " C O N C 6 0 " W D 3 0 " C & G FLAGPOLE72" WD 30" C&G S R 1 1 7 5 N K E R R A V E 4 4 B S T T HH T T TT # 7 T E S T H O L E 8" PVC 15" RCP 1 5 " R C P 1 5 " R C P S S S S S 1 5 " C M P 2 4 " RC P 36" RCP 2 4 " R C P 36" RCP D I DI 36" RCP36" RCP 1 5 " R C P 2 4 " R C P 2 4 " R C P 2 4 " R C P 2 4 " R C P 2 4 " R C P D I 2 4 " R C P 2 4 " R C P 2 4 " R C P 2 4 " R C P 24" RCP15" RCPDIDICONC18" RCP C B C B C B C B 30’ PRIVATE UTILITY EASEMENT M B 4 4 P G 1 5 7 M B 4 3 P G 9 1 D B 2 3 5 9 P G 9 0 7 D B 3 5 3 4 P G 6 0 2 D B 3 2 6 6 P G 2 9 3 D B 2 9 0 9 P G 7 6 7 75.00’ 2 0 0 . 0 0 ’ 75.00’ E I P 7.00’ EGRESS, INGRESS, REGRESS EASEMENT 7.00’ EGRESS, INGRESS, REGRESS EASEMENT 323.61’ 300.22’ 300.00’ 632.64’ 639.50’646.36’ 60.00’ 60.00’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W 60.00’ E X I S T I N G R / W E X I S T I N G R / W CB72" WD - B Y 6 - 2 0 - B L - 2 0 D B 5 4 9 2 P G 2 7 0 9 M B 3 5 P G 2 3 9 R & M R E S T O R A T I O N S , L L C . D B 5 5 0 9 P G 1 8 0 9 M B 3 5 P G 2 3 9 LODGE 6 WOODMEN OF THE WORLDDB 1563 PG 376MB 4 PG 80 NORTH KERR OFFICE COA, INC.DB 1286 PG 143DB 1308 PG 1013CB 7 PG 167MORRIS R . S K I P P E R , E T U X DB 9 7 3 P G 2 3 0 M B 4 P G 8 0 D B 4 0 7 4 P G 7 7 5 D B 9 5 8 P G 8 2 0 M B 2 P G 1 3 2 M B 4 P G 8 0 M B 4 2 P G 1 2 4 M B 3 9 P G 1 9 5 M B 3 8 P G 2 8 1 C B 1 1 P G 2 5 8 C B 1 1 P G 2 3 4 L L C . H O L T O N P R O P E R T I E S , DB 2909 PG 767DB 3266 PG 293DB 3534 PG 602DB 2359 PG 907MB 43 PG 91MB 44 PG 157 C O N C 1SBKBUS 2 S F D BST G R C O N C L T S BIRCHWOOD DR 33’ BST 1 S F D 1 S F D 1 S B K D 1 S B K D D B 2 8 6 0 P G 3 6 8 M B 4 P G 8 0 W I L L I A M J . B U C K , E T U X C H A R L E S R . R A C K L E Y , E T A L D B 4 0 7 P G 3 4 1 D B 5 4 9 7 P G 4 7 9 M B 4 P G 8 0 G E N E V A C . E D G E D B 1 4 4 1 P G 1 1 9 2 D B 8 1 7 P G 7 0 6 M B 4 P G 8 0 C O N C S O I L G R C O N C BST CONC G R 24" RCP CB 7 PG 168, MB 4 PG 80 RCP 24" 2 4 " R C P 1 5 " C M P 6 0 " B K W A L L S T E V E N W I L L I A M B O N E S K E D B 5 5 5 3 P G 2 0 9 2 S R 1 1 7 5 N K E R R A V E 4 4 ’ B S T SR 1175 N KERR AVE 44’ BST 20’ DRAINAGE EASEMENT DB 2334 PG 730 BELLSOUTH SITE EASEMENT 20’ DRAINAGE EASEMENT T HH T T TT 12" DIP 1 2 " D I P # 7 T E S T H O L E TH-22 KERR AVE. COMMERCIAL PROPERTY LLC. K E R R A V E . C O M M E R C I A L P R O P E R T Y L L C . D B 5 6 5 4 P G 1 9 6 2 M B 3 6 P G 6 6 DB 5654 PG 1962 MB 36 PG 66 R E M O V E R E M O V E R E M O V E R E M O V E W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : C L B R I P R A P 140814071410 1 4 0 9 1 4 1 2 1 4 1 1 1 4 1 3 1 4 1 4 1 4 0 6 1 4 0 5 1 4 0 2 1 4 0 1 1 4 5 0 1 4 5 1 DID I D I D I D I C B 1 4 0 3 CB C B C B C B C B T B 2 G I 12" CB MIN D CB MIN D 12" 12" 12" 36" 12" RCP-V 3 0 " R C P - V T B 2 G I 1 4 5 2 18" 1 4 1 7 1 4 1 6 1 4 0 4 18" C B 1 4 1 8 3 0 " 1 4 5 3 3 0 " R C P - V 3 0 " R C P - V 3 6 " R C P - V C B C B Q10=19cfs, d=1.44’, v=3.05fps, Td=1.3 Q2=15cfs, d=1.32’, v=2.9fps <-- not GS s=1.42%, 3:1, 3:1, n=0.045 DA=2.75ac, C=0.9, I2=6.0in/hr, I5=7.0in/hr, I10=7.8in/hr DITCH DATA: -Y7A- STA. 11+81 TO STA. 13+35.4 LT. 3:1 3:1 S P E C I A L B A C K O F C U R B C U T G R A S S S W A L E ( N O T T O S C A L E ) - Y 7 A - S T A . 1 1 + 8 1 T O S T A . 1 3 + 3 5 . 4 L T . D E T A I L 6 30" RCP-V24" RCP-V24" RCP-V 2 4 " RC P- V 2 4 " R C P - V 2 4 " R C P - V 2 4 " R C P - V 15 " RC P - V 36" RCP-V 36" RCP-V 2 4 " R C P - V 2 1 S Y G E O T E X T I L E E S T . 8 T O N S 70 - L - P O T S t a . 6 7 + 0 9 . 0 0 -Y7- P T S t a . 1 3 + 6 1 . 4 2 025 025025 - L - 20’ DR 12’16’12’ 1 6 ’ D R PROP. 2’-6" C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G PROP. 2’-6" CONC C&G 0 2 5 0 2 5 0 0 0 0 - Y 7 A - P O T S t a . 1 0 + 0 0 . 0 0 - Y 7 - P O T S t a . 1 4 + 0 4 . 1 8 4 3 ’ 55.75’ 55.75’ 43.75’ P I S t a 1 2 + 5 3 . 2 3 DL = 2 6 1 . 1 0 ’ T = 1 5 2 . 9 1 ’ R = 2 0 0 . 0 0 ’ 5 0 ’ R 5 .0 O .S . 12 0 - 4 0 - 12 0 +11.24 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 4 ’ 2 4 ’ 2 4 ’ 1 6 ’ D R 12’12’12’16’12’ 40’ 12’ 28’ 3 ’ R 3 ’ R +73.00 30’ +34.86 +57.86 +88.08 2’ R 0 2 0 1 0 2 0 1 20’ 0 1 0 1 0 2 0 2 0 4 0 4 0 3 0 3 - Y 7 - 0 0 0 0 20’ PROP. 2’-6" CONC C&G PROP. 2’-6" CONC C&G 4 0 ’ R - Y 7 - + 2 0 . 6 3 + 1 0 . 7 9 - Y 7 A - + 0 7 . 4 5 - Y 7 A - 4 0 ’ R + 0 3. 0 5 5’ SIDEWALK5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K 4’ MONOLITHIC ISLAND 6 ’ M O N O L I T H I C I S L A N D +46.00 + 3 0 . 0 0 2 ’ R + 7 8 . 0 0 C R C R C R C R C R C R C R C R 025 5 7 ’ L T - L - + 3 4 4 4 ’ R T - Y 7 - + 0 3 3 4 ’ L T - Y 7 - + 2 0 7 3 ’ L T - L - + 5 8 9 4 ’ L T 7 9 ’ L T 7 3 ’ L T - L - + 0 0 9 4 ’ L T 8 6 ’ L T 7 3 ’ L T - L - + 6 6 6 7 ’ R T - L - + 2 2 . 3 1 7 0 ’ L T 6 3 ’ L T - Y 7 A - + 9 2 4 5 ’ L T - Y 7 A - + 0 8 7 3 ’ R T - L - + 8 9 58 56 5 9 6 0 61 6 2 6 3 6 4 6 5 6 6 57’ LT -L- +62 65’ LT -L- +62.5984’ LT -L- +6482’ LT -L- +8467’ LT -L- +82.8057’ LT -L- +82 5 1 ’ R T 4 4 ’ R T - Y 7 - + 7 4 4 2 . 0 5 ’ L T - Y 7 - + 2 8 . 6 3 5 1 . 4 3 ’ L T - Y 7 - + 2 7 . 6 8 3 9 . 6 9 ’ L T - Y 7 - + 0 5 4 0 ’ L T - Y 7 - + 5 0 4 0 ’ L T - Y 7 - + 7 2 4 0 ’ L T - Y 7 - + 8 9 8 6 ’ L T 8 1 ’ L T 7 3 ’ L T - L - + 9 5 64’ LT -L- +5064’ LT -L- +00 7 8 ’ L T - L - + 3 7 . 4 1 5 2 . 0 2 ’ L T - Y 7 A - + 0 1 5 1 ’ L T - Y 7 A - + 4 7 4 9 . 7 0 ’ R T - Y 7 A - + 0 6 8 0 ’ L T 6 3 ’ L T 4 5 ’ L T - Y 7 A - + 7 1 9 0 ’ R T 7 3 ’ R T - L - + 0 0 9 0 ’ R T 7 3 ’ R T - L - + 2 0 9 0 ’ R T 7 3 ’ R T - L - + 6 2 9 0 ’ R T 7 3 ’ R T - L - + 8 2 71’ RT -L- +61 7 4 ’ R T - Y 7 A - + 8 7 8 9 . 6 6 ’ R T - L - + 7 3 9 8 ’ R T 9 0 ’ R T - L - + 0 0 56.50’ R T -L- +1 2 68’ RT 56.50’ RT -L- +9067’ RT 56.50’ RT -L- +96 5 6 . 2 8 ’ R T 7 4 ’ R T - Y 7 A - + 9 9 6 7 4 2 . 6 1 ’ R T - Y 7 A - + 1 3 . 5 4 5 3 ’ R T 4 9 ’ R T 4 3 . 0 0 ’ R T - Y 7 A - + 3 0 5 3 ’ R T 4 3 . 4 9 ’ R T - Y 7 A - + 5 0 71.90 RT’-L- +70 68’ RT 56.50’ RT -L- +70 C C F C C F F F F F F F C C F F F F -L- Kerr Ave Birchwood Dr-Y7- N A D 8 3 / 9 5 ExtensionWilmington Ave-Y7A- 2034 ADT 2014 ADT236612514293070233182406238917052511926144 SEE NOTE 1SEE NOTE 1SEE NOTE 1SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1SEE NOTE 1SEE NOTE 1 S E E N O T E 1 G R A D E T O D R A I N REMOVE REMOVE GRADE TO DRAIN REMOVE S l o p e D i t c h F r o n t SEE DETAIL 7 CLEANOUT DITCH SEE DETAIL 9 CURB CUT GRASS S W A L E SPECIAL BACK OF S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 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 . P R O J E C T R E F E R E N C E N O . 22-NOV-2013 09:49R:\Roadway\Proj\u3338b_rdy_psh_s15.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 1 5 U - 3 3 3 8 B MATCHLINE -Y8- STA.13+00 SEE SHEET 37MATCHLINE -Y8- STA.16+50 SEE SHEET 38 - L - K e r r A v e M cClelland Dr -Y8- M ATCHLIN E -L- STA.70+00 SEE SHEET 14 M ATCHLINE -L- STA.75+50 SEE SHEET 16 F O R - Y 8 - P R O F I L E S E E S H E E T 6 0 F O R - L - P R O F I L E S E E S H E E T 4 7 2 0 3 4 A D T 2 0 1 4 A D T 2 4 8 6 8 2 6 2 0 0 2 6 5 0 1 6 5 0 2 7 4 9 1 7 7 1 2 5 3 0 3 3 0 2 1 3 3 5 2 4 0 0 1 2 0 0 5 1 3 0 5 3 6 2 0 3 1 9 8 3 6 9 5 2 3 9 5 -L- STATION 70+13 ON PARCEL 67. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 60, 67, AND 69 THROUGH 76; CO RRECTED THE PUE AT -L- STATION 70+27.87 RT.; AND ADDED PDE AT 08/16/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 69. - JBW11/22/13 - R/W REVISIONS: ADDED A DRIVEW AY AT -Y8- STA. 13+15.00 RT. ON PARCEL 67. - PJS 10’ R 10’ R - Y 8 - S T A . 1 3 + 1 5 . 0 0 R T . D E T A I L O F - D R 2 - A T 12 ’ 12’ 1 8 " R C P 1 S B K D 1 8 " R C P 18 " R C P 48" CHL SOIL SOIL 48" CHL 48" CHL M T L P O R C H 60" CONC60" CONC72" WD 60" BK WALL 30" C&G WALL60" BK 9 6 " W D 20’ CONC 3 6 " C O N C 24" C&G C O N C C O N C S R 1 1 7 5 N K E R R A V E 4 4 B S T T T T TT TT 15" RCP15" RCP10" PVC 1 5 " R C P 1 5 " R C P S S S 1 8 " R C P D I 1 2 " R C P 1 8 " R C P 1 8 " R C P D I D I 1 8 " R C P 1 8 " R C P 1 2 " R C P 1 8 " R C P D I D I 1 5 " R C P 1 8 " R C P 1 8 " R C P D I 1 8 " R C P 1 8 " R C P 15" RCP 15" RCP15" CMP 15" CMP15" RCP15" RCP15" RCP 18" RCPDI24" RCPDI 18" RCP 18" RCP 1 2 " R C P 24" RCP P O S S I B L E J B D O N A L D G . B L A K E , E T U X D B 9 9 1 P G 3 0 7 D B 1 0 5 0 P G 8 4 0 M B 4 P G 8 0 M B 4 P G 8 0 D B 2 1 8 6 P G 2 2 4 M B 4 P G 8 0 D E M O C R I T O T . S A N T O S , E T U X D B 1 2 8 6 P G 1 1 3 6 D B 2 7 0 7 P G 7 5 4 M B 4 P G 8 0 J E R R Y D . M O O R E , E T A L M B 6 P G 6 M B 6 P G 6 M B 6 P G 6 D B 3 6 9 3 P G 6 5 0 D B 1 3 5 1 P G 1 7 6 0 D B 1 2 6 7 P G 1 4 6 0 E L S I E A . W A T T S E I P E I P E I P EIP E I P E I P E I P 200.06’ 199.92’ 200.05’ 199.89’ HOLTON PROPERTIES, LLC.DB 4074 PG 775DB 958 PG 820MB 2 PG 132MB 4 PG 80 412.00’ 486.00’ 60.00’ E X I S T I N G R / W E X I S T I N G R / W 60.00’EXISTING R/WEXISTING R/W 60.00’EXISTING R/W EXISTING R/WMB 42 PG 124MB 39 PG 195MB 38 PG 281 -BY7- 21 -BL- 21 LLC.HOLTON PROPERTIES, M B 6 P G 6 D B 2 1 5 7 P G 8 1 5 C L A Y B O N R . J A C K S O N , E T U X R&M RESTORATIONS, LLC.DB 5509 PG 1809MB 35 PG 239GRCONC 60" WD15" CMP24" C&G SOIL CB 1SF D C Y N T H I A M I T C H E L L D B 1 9 6 1 P G 9 5 5 M B 6 P G 6 1 S B K D 1 S B K D 1 S B K D CB 11 PG 258CB 11 PG 234EXISTING R/W CB C O N C GR G R B S T S O I L 1 0 ’ B S T 1 S B K D 1 S B K D 1 S B K D 1 0 ’ B S T C O N C M T L C A N O P Y COTTA8" TERRA C O N C C O N C C O N C 1 0 ’ CB METER ELECTRIC DI G R V V E N A K I R B Y D B 9 9 1 1 P G 1 5 0 0 B A R B A R A B A R N H I L L D B 9 9 1 2 P G 2 6 1 0 D B 3 6 9 3 P G 6 5 0 DB 5492 PG 2709MB 35 PG 239 STEVEN WILLIAM BONESKEDB 5553 PG 2092McCLELLAND DR 18’ BSTMcCLELLAND DR 34’ BST 20’ NON-UTILITY EASEMENTDB 2334 PG 730 BELLSOUTH SITE ACCESS20’ NON-UTILITY EASEMENT T T T TT TT 12" DIP 1 2 " D I P 6" DIP8" PLASTIC METERELECTRIC TH-24 TH-23TH-25 K E V I N W I T H E R S D B 5 6 6 5 P G 6 4 5 R E M O V E R E M O V E R E M O V E W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 1518 1 5 2 3 1 5 2 2 1 5 2 0 1 5 1 9 1 5 0 1 1 5 0 2 1 5 0 5 1 5 0 4 1 5 0 6 1 5 0 7 1 5 0 9 1 5 0 8 1 5 1 1 1 5 1 3 1 5 1 2 1514 1515 15171527152615251524 1 5 1 0 D I D I D I D I D I D I D I D I DICBCB C B C B C B 1516 C B C B C B C B 1 5 2 1 1528DI 12" 1 5 " R C P - V 1 2 " DIMIN D 12"15"15"MIN D Adj. CBMIN D Adj. CB 18"15" RCP-V 15" D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S S W A L E Flatter 4:1 or - Y 8 - S T A . 1 2 + 5 0 T O S T A . 1 3 + 0 0 R T . - Y 8 - S T A . 1 2 + 3 3 . 6 T O S T A . 1 3 + 5 0 L T . G r o u n d N a t u r a l D E T A I L 8 M i n . D = 1 . 0 F t . C B 7 0 ’ @ s = 0 . 0 % , D D E = 4 C Y D I T C H C L E A N O U T : - Y 8 - S T A . 1 6 + 2 2 , 6 4 ’ R T . , M i n . D = 1 . 0 F t . G r o u n d N a t u r a l 3:1 3:1 D ( N o t t o S c a l e ) D E T A I L 7 G r o u n d N a t u r a l D I T C H C L E A N O U T S P E C I A L B A C K O F C U R B C U T G R A S S S W A L E 2 G I - D 12" 15" RCP-V 1 5 " R C P - V 24" RCP-V 24" RCP-V 2 4 " R C P - V 2 4 " RC P- V 15" 15 " RC P- V 12" 12" 12" 12" 15" 1 5 " R C P - V 12" 15 " RC P - V 7 SY GEOTEXTILE EST. 2 TONS CL B RIP RAP DI GRADE to DRAIN S O I L 2 0 ’ C O N C 111 T CO 18" RCP COTTA 8" TERRA McCLELLAND DR 18’ BST T 75 - L - P O T S t a . 7 0 + 7 7 . 1 4 - Y 8 - P O T S t a . 1 4 + 6 0 . 8 1 0000 0000 0101 0202 02502501020250250201025025 025025 - L - 15’17’15’ 28’ 28’28’ 28’ 1 6 ’ D R 1 6 ’ D R 1 6 ’ D R 1 6 ’ D R 1 6 ’ D R 1 6 ’ D R 50’ R12’ 39.5’39.5’ 12’23’ 12’ 16’12’ 1 6 ’ D R 12.5 12’16’ 16 ’ D R P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 1 ’ - 6 " C O N C C & G -Y8- +59.29 BEGIN P R O P . C & G 1 0 0 ’ T A P E R 13.5’51.5’ +42.17 +58.53 +27.92 12’ +15.34 +12.1712’12’12’16’12’ 28’ 40’ 50’ R+12.11+66.58 -Y8-40’ R+53.46 -Y8-5’ S I D E W A L K 5 ’ S I D E W A L K 5 ’ S I D E W A L K 5’ S I D E W A L K 6’ MONOLITHIC ISLAND 1 0 0 ’ R T L A N E T A P E R 150 ’ L T L A N E T A P E R T A P E R 1 0 0 ’ R T L A N E +15.34 150’ TAPER LT 150’ TAPER RT 150’ TAPER LT 15’2’R 23’2’R17’2’R 15’END PROP. C&G -Y8- +55.08+95.002’R2’R 2’R15’15’CRCRCRCR P I S t a 1 0 + 2 0 . 4 2 DL = 3 4 . 2 5 ’ T = 2 0 . 4 2 ’ R = 2 5 . 0 0 ’ P I S t a 1 0 + 5 4 . 6 8 DL = 3 4 . 2 6 ’ T = 2 0 . 4 3 ’ R = 2 5 . 0 0 ’ - D R 2 - SEE -DR2- DETAIL12’73’ RT -L- +12 73’ LT -L- +13EXIST. R/W -Y8- +67 EXIST. R/W -L- +59 6 9 ’ L T - L - + 4 3 7 9 ’ L T 7 6 ’ L T 6 9 ’ L T - L - + 9 9 7 9 ’ L T 7 6 ’ L T 6 9 ’ L T - L - + 1 9 6 9 ’ L T - L - + 4 2 5 7 ’ L T - L - + 4 3 7 3 ’ L T 6 9 ’ L T 6 0 . 0 9 ’ L T - L - + 1 7 6 8 ’ L T 6 6 ’ L T 5 7 ’ L T - L - + 9 9 6 8 ’ L T 6 6 ’ L T 5 7 ’ L T - L - + 1 9 6 7 ’ L T 6 5 ’ L T 5 7 ’ L T - L - + 2 0 74’ RT 40’ RT EXIST. R/W -Y8- +1243’ LT 34’ LT -Y8- +40 43’ LT 34’ LT -Y8- +20 34’ LT -Y8- +54 70’ RT -L- +32 5 7 ’ R T - L - + 3 3 5 7 ’ R T - L - + 1 5 7 4 ’ R T 6 5 . 7 5 ’ R T - L - + 6 5 66 60 67 6 8 6 9 7 0 7 1 7 2 7 4 7 5 7 6 7 3 81’ LT -L- +08.6373’ LT -L- +08 6 2 . 9 4 ’ L T - L - + 9 3 7 3 ’ L T - L - + 9 6 1 0 1 ’ L T - L - + 0 4 9 5 ’ L T - L - + 2 3 6 6 ’ L T - L - + 5 0 5 7 ’ L T - L - + 9 3 6 7 ’ L T - L - + 9 6 9 5 ’ L T - L - + 0 5 8 9 ’ L T - L - + 2 4 40’ RT -Y8- +57.55 75.42’ L T -L- + 3 6 82.22’ RT -L- +21 7 4 ’ R T 6 3 . 1 8 ’ R T - L - + 8 5 7 1 ’ R T 5 7 ’ R T - L - + 9 0 7 1 ’ R T 5 7 ’ R T - L - + 1 0 100’ RT -L- +20 88’ RT -L- +21 7 4 ’ R T 5 7 ’ R T - L - + 5 5 7 4 ’ R T 5 7 ’ R T - L - + 9 5 6 9 ’ R T 5 7 ’ R T - L - + 5 9 6 9 ’ R T 5 7 ’ R T - L - + 7 9 8 2 ’ R T 7 6 . 2 9 ’ R T - L - + 5 9 8 2 ’ R T 7 7 . 0 1 ’ R T - L - + 7 9 8 0 ’ R T - L - + 5 3 8 6 ’ R T - L - + 5 1 9 2 ’ R T - L - + 7 0 8 0 ’ R T - L - + 7 4 98’ RT 90’ RT -L- +00 87.8’ LT -L- +22.5EXIST. R/W -Y8- +5088’ RT -L- +27.87 30’ LT -Y8- +3552’ RT EXIST. R/W -Y8- +3774’ RT -Y8- +37 0 2 0 2 0 2 5 0 2 5 - D R 2 - P C S t a . 1 0 + 0 0 . 0 0 - D R 2 - P R C S t a . 1 0 + 3 4 . 2 5 - D R 2 - P T S t a . 1 0 + 6 8 . 5 0 - Y 8 - P O T S t a . 1 3 + 1 5 . 0 0 = - D R 2 - P O T S t a . 1 0 + 9 1 . 4 3 F CFC CFFCFFF F F F F F FFC FFFF F C F C C C C F F F F NAD 83/ 95 SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1DRAINGRADE TO D R A I N G R A D E T O RE T A I N S l o p e D i t c h F r o n t S E E D E T A I L 1 0 S P E C I A L C U T D I T C H S E E D E T A I L 1 0 S P E C I A L C U T D I T C H G R A D E T O D R A I N G R A D E T O D R A I N SEE NOTE 1 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 . P R O J E C T R E F E R E N C E N O . 14-JUN-2013 11:54R:\Roadway\Proj\u3338b_rdy_psh_s16.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 1 6 U - 3 3 3 8 B - L - K e r r A v e -L- Kerr Ave Yester O aks Dr -Y9- Fairlawn Dr-Y10- F O R - Y 9 - & - Y 1 0 - P R O F I L E S S E E S H E E T 6 1 F O R - L - P R O F I L E S E E S H E E T 4 8 2034 ADT 2014 ADT2133524000108538447553055689527842390425978 2 0 3 4 A D T 2 0 1 4 A D T 2 1 3 3 5 2 4 0 0 0 2 3 9 0 4 2 5 9 7 8 3 9 4 2 4 6 3 9 4 2 4 6 9 6 0 5 6 0 M A T C H L I N E - Y 1 0 - S T A . 1 2 + 0 0 S E E S H E E T 3 9 09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 76, 77, 78, 82, 84 AND 85; AND ADJUSTED THE RIGHT O F W AY AND ADDED TDE ON PARCEL 82. - JBWMATCHLINE -L- STA. 75+50 SEE SHEET 15 M ATCHLIN E -L- STA. 81+00 SEE SHEET 17 AND FRO M -Y9- STA. 11+02.00 TO STA. 11+70.83 LEFT ON PARCELS 82 AND 83. - PJS11/09/12 R/W REVISIONS: M OVED R/W M ONUM ENTS ON -Y9- TO STA. 11+04.77 RIGHT AND STA. 11+13.01 LEFT; CHANGED R/W TO TCE FRO M -Y9- STA. 10+98.11 TO STA. 10+70.83 RIGHT06/14/13 - R/W REVISIONS: UPDATED DEED REFERENCE ON PARCEL 80. - JBW C&G C&G CONC CONC WD 18" RCP18" RCP C O N C 2 S F D CONC C O N C S O I L 1 S F D YESTEROAKS DR 23’ BST 72" WD 48" CONC 48" CONC 6 0 " C O N C 3 0 " C & G 24" C&G 24" C&G 48" WD 4 8 " W D 48" WD 4 8 " W D G 72" WD S R 1 1 7 5 N K E R R A V E 3 6 ’ B S T 4 8 " C O N C 48" CHL B K P L A N T E R L T 2’ CONC 2’ CONC 123 T T CO15" RCP 1 5 " R C P 1 5 " R C P 8" PVC8 " P V C 8" PVC 1 5 " R C P 1 5 " R C P D I D I 15" RCP 1 8 " R C P 1 8 " R C P 1 8 " R C P 1 8 " R C P 1 8 " R C P D I D I 1 8 " R C P 1 8 " R C P 1 8 " R C P 1 8 " R C P 15 " R C P 18 " RC P C B 1 8 " R C P 1 8 " R C P D I 1 8 " R C P 1 8 " R C P D I 1 8 " R C P DI18" RCP18" RCP18" RCP18" RCPCBDB 4870 PG 3054MB 40 PG 89 MB 4 PG 80 DB 2257 PG 984DB 4870 PG 3057DB 4870 PG 3060DB 4890 PG 2283MB 42 PG 196 K I R K L A N D E . P U G H D B 4 8 7 0 P G 3 0 5 4 M B 4 0 P G 8 9 M B 4 P G 8 0 D B 2 2 5 7 P G 9 8 4 D B 4 8 7 0 P G 3 0 5 7 D B 4 8 7 0 P G 3 0 6 0 D B 4 8 9 0 P G 2 2 8 3 M B 4 2 P G 1 9 6 W I L L I A M L . B A Y R D , E T U X D B 2 3 2 0 P G 1 5 1 M B 4 P G 8 0 J U D Y P . F O R S Y T H E D B 2 4 7 9 P G 0 2 2 M B 4 P G 8 0 MB 6 PG 6 M B 6 P G 6 M B 6 P G 6 DB 4805 PG 372 DONALD W. HOBBS, ET UX J E S S S K I P P R O P E R T I E S , L L C D B 4 0 1 0 P G 7 3 2 M B 6 P G 6 E L S I E S . C A R T E R R A T C L I F F E E I P E I P E I P E I P 200.03’ 200.10’ 199.89’ 200.29’ 584.50’ 547.75’ 189 .29 ’ 5 0 . 0 0 ’ EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 5 0 . 0 0 ’ D B 5 0 7 P G 6 0 3 W I L L 9 9 0 2 P G E 1 5 4 60.00’EXIS T I N G R / W EXISTING R/W 60.00’E X I S T I N G R / W E X I S T I N G R / W 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W 200.08’ MB 6 PG 6 CLAYBON R. JACKSON, ET UXDB 2157 PG 815 D B 1 4 4 2 P G 1 8 6 D B 5 0 1 P G 1 3 8 M B 6 P G 6 CHARLES E. RATCLIFFE, ET UX189 .29’ - B Y 8 - 2 2 - B L - 2 2 - B Y 9 - 3 1 - B L - 3 1 DB 2707 PG 754MB 4 PG 80JERRY D. MOORE, ET AL 1 S B K D G C A N O P Y W A L L C O N C 12" RCP G 1 S F D 1 S F D 1SBKD1SBKDGR G R CONC 10’CONC 1 S B K D BST C O N C C O 2 S F D C B C B B S T 1 S B K D 1 2 ’ B S T C O N C 1 2 ’ C O N C G R C O N C G R C O N C P L A N T E R R I P R A P S 1SFD BSTCONC E T U X C H A R L E S E . R A T C L I F F E , D E E L O R E N Z E T T I D B 5 1 4 7 P G 2 9 5 7 M B 6 P G 6 D B 5 0 7 P G 6 0 3 S 8713’33" E 200.00’DB 4870 PG 3 0 5 4 MB 40 PG 89MB 4 PG 80 DB 2257 PG 9 8 4 DB 4870 PG 3 0 5 7 DB 4870 PG 3 0 6 0 DB 4890 PG 2 2 8 3 MB 42 PG 19 6 OF WILMINGTON, LLC CAROLINA MORTGAGE SOLUTIONS DB 5349 PG 281 OF WILMINGTON , L L C CAROLINA MORTGAG E S O L U T I O N S DB 5349 PG 3 1 2 D B 5 2 4 9 P G 2 8 3 6 FAIRLAWN DR 19’ BST T T 1 2 " D I P 1 2 " D I P 8" DIPTH-27 TH-268" PVC D B 7 6 6 P G 4 1 5 D B 5 4 3 7 P G 2 5 0 1 W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 160216011 6 0 3 16 0 4 1 6 0 6 1 6 0 5 1 6 0 8 1 6 0 7 1 6 1 0 1 6 0 9 1 6 2 1 1 6 2 0 1 6 1 9 1 6 1 8 1 6 1 6 1 6 1 5 1614 16 1 3 1 6 2 4 1 6 2 6 DI D I D I D I D I D I D I D I C B CB C B C B C B C B C B 12" 12" 12" 2 4 " RC P - V 1 5 " R C P - V 1 5 " R C P - V 12" 1 6 1 7 1 6 1 8 12" C B M I N D 1 6 2 8 12" 1611DI161215" RCP-V 12" 3:1 D 3:1 ( N o t t o S c a l e ) S P E C I A L C U T D I T C H - Y 1 0 - S T A . 1 1 + 4 8 . 6 T O S T A . 1 2 + 8 5 L T . - Y 1 0 - S T A . 9 + 6 0 T O S T A . 1 2 + 7 5 R T . D E T A I L 1 0 M i n . D = 1 . 0 F t . G r o u n d N a t u r a l 15" RCP-V 12" C B C B 18 " RC P - V 12" 1 8 " R C P - V 12" 1 8 " R C P - V 12" 15" RCP-IV 15" RCP-IV CB 12" 1 5 " R C P - V 2 4 " RC P - V 2 4 " R C P - V 80 - L - P O T S t a . 7 7 + 8 0 . 2 9 - Y 9 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 1 0 - P O T S t a . 1 4 + 0 0 . 1 2 - L - P O T S t a . 7 9 + 3 7 . 1 6 E N D C O N S T R U C T I O N 0 2 5 0 2 5 0 1 0 0 0 1 0 2 0 2 5 0 1 0 1 0 0 025025 025025 -L- 150’ TAPER 2 2 ’ 3 0 ’ 3 0 ’ 23’ 40’ 28’ 1 0 0 ’ T A P E R 40’ 16’ DR16’ DR 1 6 ’ D R 1 6 ’ D R 16’ DR16’ DR 28’ 40’ 5 0 ’ R 23’12’ 39.5’ 20’ 15’ + 3 0 . 0 0 16’12’12’ C & G T I E T O E X I S T . E N D P R O P . C & G - Y 1 0 - + 9 8 . 6 0 B E G I N P R O P . C & G - Y 1 0 - + 9 8 . 6 0 P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G PROP. 1’-6" CONC C&G +72.19 1 6 ’ D R 28’ 28’ 12’16’12’ 11’ + 0 1 . 4 6 - Y 9 - +15.34 50’ R + 8 9 . 5 4 - Y 9 - 50’ R +72.19 + 1 0 . 6 4 - Y 1 0 - +02.19 0 1 0 1 0 0 4 0 0 4 0 1 0 1 0 0 0 1 15’ + 1 8 . 6 2 5’ SIDEWALK5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K 69.37’ TAPER LT & RT 50’ R +45.34 100’ RT LANE TAPER 2 ’ R 19’2 ’ R 15 ’2 ’ R 15’ 15 ’ 2 ’ R 15’ 19’ 2 ’ R 2 ’ R C R C R C R C R C & G S I D E W A L K T I E T O E X I S T . -Y 9 - P O T S t a . 1 2 + 0 0 . 0 0 65’ LT 62’ LT 57’ LT -L- +9765’ LT 63’ LT 57’ LT -L- +17 6 7 ’ L T 6 5 ’ L T 5 7 ’ L T - L - + 0 6 6 7 ’ L T 6 5 ’ L T 5 7 ’ L T - L - + 2 6 5 7 ’ L T - L - + 7 2 E X I S T . R / W - Y 1 0 - + 9 8 E X I S T . R / W - Y 1 0 - + 9 8 6 9 ’ L T - L - + 0 3 7 7 ’ L T 7 5 ’ L T 6 9 ’ L T - L - + 3 1 7 7 ’ L T 7 5 ’ L T 6 9 ’ L T - L - + 5 1 69’ RT -L- +15 69’ RT -L- +1 5 7 8 ’ R T - L - + 2 5 . 1 5 5 7 ’ R T - L - + 4 6 727677 7 8 7 9 8 0 8 1 82 8 4 8 5 8 3 57’ LT -L- +94 65’ LT -L- +96 88’ LT -L- +04 8 2 ’ L T - L - + 2 3 65’ LT -L- +54 6 3 . 4 1 ’ L T - L - + 7 7 4 0 . 9 1 ’ R T - Y 1 0 - + 1 2 3 7 ’ R T - Y 1 0 - + 0 0 3 9 ’ R T - Y 1 0 - + 7 5 3 7 ’ R T - Y 1 0 - + 0 0 3 7 ’ L T - Y 1 0 - + 0 0 3 8 . 7 1 ’ L T - Y 1 0 - + 0 6 6 5 ’ R T 5 7 ’ R T - L - + 6 0 6 5 ’ R T 5 7 ’ R T - L - + 8 0 6 9 ’ R T 5 7 ’ R T - L - + 6 2 6 9 ’ R T 5 7 ’ R T - L - + 8 2 6 8 ’ R T 5 7 ’ R T - L - + 5 9 7 3 ’ R T - L - + 5 7 78’ RT 69’ RT -L- +50 78’ RT 69’ RT -L- +70 78’ RT 69’ RT -L- +00 6 5 ’ L T 6 3 ’ L T 5 7 ’ L T - L - + 1 7 95’ RT 85’ RT -L- +56 95’ RT 84’ RT -L- +76 3 3 ’ L T E X I S T . R / W - Y 9 - + 7 0 . 8 3 3 3 ’ L T - Y 9 - + 0 2 8 1 . 1 4 ’ R T - L - + 2 8 . 6 9 7 4 . 9 1 ’ R T - L - + 3 3 3 2 . 5 0 ’ R T EX I S T . R / W - Y 9 - + 7 0 . 8 3 3 2 . 5 0 ’ R T - Y 9 - + 9 8 . 1 1 7 3 . 5 2 ’ R T 6 8 ’ R T 5 7 ’ R T - L - + 7 9 EX I S T . R / W - Y 9 - + 0 0 . 0 0 156 EX I S T . R / W - Y 9 - + 1 3 . 0 1 E X I S T . R / W - Y 9 - + 0 4 . 7 7 F F C C C C FF FF F FC F F N A D 8 3 / 9 5 SEE NOTE 1SEE NOTE 1SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SEE NOTE 1SEE NOTE 1 R E T A I N R E T A I N D R A I N G R A D E T O 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:12R:\Roadway\Proj\u3338b_rdy_psh_s17.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 1 7 U - 3 3 3 8 B M ATCHLIN E -L- STA.81+00 SEE SHEET 16 M ATCHLIN E -L- STA.86+50 SEE SHEET 18 27104 29178 P R O P O S E D S I G N A L M A TC H LIN E - Y12 - S TA .12 + 5 0 S EE S H EE T 4 0 UTILITY EASEM ENT TO THE PRO PO SED RIGHT O F W AY LINE ON PARCEL 91; AND REM OVED PARCEL NUM BER 93 AND THE ASSO CIATED PRO PERTY O W NER INFO RM ATION FRO M THIS SHEET. - JBW 91 AND 92; ELIM INATED THE PUE, TCE AND CLAIM ON PARCEL 97; ADJUSTED THE TCE ON PARCEL 98; ELIM INATED THE RIGHT O F W AY AND CLAIM ON PARCEL 99; AND EXTENDED THE AERIAL09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 85, 91, 94 AND 95; ADJUSTED THE RIGHT O F W AY, PUE, PDE AND TCE ON PARCEL 96; ELIM INATED THE PUE ON PARCELS11/09/12 R/W REVISIONS: CHANGED THE TCE FRO M -L- STA. 83+26.16 TO STA. 83+85.00 RIGHT; ELIM INATED THE CLAIM ON PARCEL 98; CHANGED PARCEL 100 TO PARCEL 96. - PJS05/13/13 R/W REVISIONS: ELIM INATED THE TEM PO RARY CONSTRUCTION EASEM ENT AND CLAIM ON PARCEL 86. - PJS08/16/13 R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 95. - JBW10/10/13 R/W REVISION: ADDED "M AINTAIN -L- ACCESS UNTIL -SR1- IS O PEN TO TRAFFIC" NO TE FO R PARCEL 101. - TEM T O T R A F F I C F O R P A R C E L 1 0 1 M A I N T A I N - L - A C C E S S U N T I L - S R 1 - I S O P E N F O R - L - P R O F I L E S E E S H E E T 4 8 F O R - Y 1 1 - & - Y 1 2 - P R O F I L E S S E E S H E E T 6 1 48" CHL1SFDG SOIL 126 7 2 " W D 72" WD 7 2 " W D 72" WD 72" WD 72" WD 7 2 " W D 72" WD 30" C&G 30" C&G 30" C&G 3 0 " C & G 1SFD CONCCONC C O N C BST S 15 " RC P 15" RCP NEW CENTRE DR BST 60" CONC 60" CONC 6 0 " C O N C 6 0 " C O N C 6 0 " C O N C 6 0 " C O N C SR 1175 N KERR AVE 36’ BSTT T T TC CO 1 5 " R C P 1 5 " R C P 8" PV C 8" PVC 8" PVC 8" PVC 1 5 " R C P S D I D I 1 8 " R C P 1 8 " R C P 18" R C P D I 15 " RC P D I 1 8 " R C P 1 8 " R C P DI18" RCP 18" RCPDI18" RCP18" RCP D I 1 8 " R C P 1 8 " R C P DI 18" RCP TOP=31.77’ POSSIBLE JB P O S S I B L E J B 18" RCP +/- DIRECTIONDB 1297 PG 957MB 2 PG 132MB 2 PG 132 DB 4523 PG 0 8 1 DB 4437 PG 228MB 44 PG 188 MB 44 PG 1 8 8 DB 4519 PG 8 2 2 M B 4 4 P G 1 8 8 M B 4 4 P G 1 8 8 D B 4 5 9 9 P G 8 4 7 D B 4 5 7 7 P G 9 4 3 D B 4 6 5 5 P G 6 1 5 M B 4 3 P G 1 7 8 A W W P R O P E R T I E S L L C . D B 4 5 2 7 P G 2 0 6 M B 4 3 P G 1 7 8 M B 4 6 P G 1 6 5 D B 4 6 5 2 P G 8 2 1 W I L M O N K . A N D R E W S , E T U X 110.06’ 130.09’ 42.29’ R=170.00’ R=20.00’ R=20.00’ R=230.00’ 146.50’170.11’ 136 .35 ’ 159.75’ 6 0 . 0 0 ’ EXISTING R/W EXISTING R/W E I P EIP4.36’100.01’185.24’ 189 .19’ C M 323.00’ J A M E S M . H A R R E L L , E T U X D B 1 5 9 5 P G 3 3 4 D B 1 8 2 8 P G 2 5 7 M B 2 6 P G 3 4 13 .7 5 ’ 2 .2 5 ’ 16 .0 0 ’ 45 .33 ’ 40 .33’ 45 .33 ’ 2 2 .0 0 ’ 50 .46 ’ 11.0 0 ’ 11.0 0 ’ 45 .33’ 40 .33’ 16 .0 0 ’ 13 .7 5 ’ 2 .2 5 ’ 5 .0 0 ’ 5 .0 0 ’ 5 .0 0 ’ J A S O N M . L E W I S D B 4 8 9 7 P G 6 4 6 M B 4 7 P G 3 6 3 M B 4 7 P G 3 6 4 M B 4 7 P G 3 6 5 60.00’ E X I S T I N G R / W E X I S T I N G R / W 6 0 . 0 0 ’ 60.00’ E X I S T I N G R / W E X I S T I N G R / W M B 2 P G 1 3 2 MB 2 PG 132 MB 2 PG 1 3 2 M B 2 P G 1 3 2 M B 2 P G 1 3 2 M B 2 P G 1 3 2 M B 2 P G 1 3 2 M B 2 P G 1 3 2 203.90’CHARLES E. RATCLIFFE, ET UXDB 1442 PG 186DB 501 PG 138MB 6 PG 6189.29’ M B 4 7 P G 3 2 4 M B 4 7 P G 3 2 5 M B 4 7 P G 3 2 6 M B 4 7 P G 3 2 7 M B 4 7 P G 3 6 3 M B 4 7 P G 3 6 4 M B 4 7 P G 3 6 5 M B 2 P G 1 3 2 D B 4 7 7 7 P G 6 8 1 D B 4 7 6 0 P G 8 0 5 T O W N H O M E A S S O C . , I N C . S M I T H C R E E K V I L L A G E 30’ PROGRESS ENERGY EASEMENTNO DEED FOUNDMB 7 PG 17 - B Y 1 0 - 2 3 - B L - 2 3 TOWNHOME ASSOC ., INC . SMITH CREEK VILLAGE JUDY P. FORSYTHEDB 2479 PG 022MB 4 PG 80 R I C H A R D B . M I T C H E L , E T U X D B 4 8 9 3 P G 2 0 5 1 M B 4 7 P G 3 6 4 M B 4 7 P G 3 6 3 M B 4 7 P G 3 6 5 D B 4 8 8 3 P G 2 6 7 5 M B 4 7 P G 3 6 3 M B 4 7 P G 3 6 4 M B 4 7 P G 3 6 5 1SFD 1 S F D C O N C W D D K C O N C C O N C 1 S F D M A R G A R E T M . C L A R K , E T A L 1 S F D C O N C (60’ PUBLIC R/W)SUNGLOW DRIVE S 1 8 " R C P D I C O N C C O N C C O N C C O N C C O N C L T S H O R T F I S H B S T 2 S F D 2 S F D 2 S F D 2 S F D 2 S F D C O N C G R G R R/W EXISTING R/W EXISTING L T ET UX CHARLES E. RATCLIFFE,EVELYN PRYDE DAVISDB 9911 PG 1508DB 5358 PG 17 2 4 D O R I S R . C A S E Y T R U S T D B 5 4 9 8 P G 2 0 0 3 D B 5 2 6 7 P G 2 9 O L G A S E L L A R S D B 5 5 0 3 P G 1 1 4 9 TANYA BELL M I L L H O U S E DB 5291 PG 2 7 1 0 THOMAS A. BLOUNT, ET EXDB 5057 PG 534 E T U X W I L L I A M J . G R A B O F S K I , T T T TC 12" DIP 1 2 " D I P TH-28 8" DIP VANCE W. WRE N N DB 5358 PG 17 2 7 72" BST 72" BST 15’ACCESS EASEMENT W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 1 7 0 2 1 7 0 1 1 7 0 4 1 7 0 3 1 7 0 8 1 7 0 7 1 7 1 1 1709 1 7 0 5 D I D I D I C B C B C B C B 1 7 1 0 12" D I 15 " RC P -V 1 7 1 2 CB C B 3 0 " R C P - V 2 4 " R C P - V 15" 2 4 " RC P - V 12" C B 24" RCP-V24" RCP-V 2 4 " R C P - V 2 4 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 3 0 " RC P- V 18" RCP-V 18 " RC P- V 15" 3 0 " R C P - V 3 0 " R C P - V 85 - Y 1 2 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 8 4 + 6 2 . 5 5 - L - P O T S t a . 8 4 + 6 2 . 5 5 - Y 1 2 - - Y 1 1 - - Y 1 2 - P C S t a . 1 0 + 4 1 . 5 9 - Y 1 2 - P O T S t a . 1 1 + 3 5 . 7 6 E N D C O N S T R U C T I O N B E G I N C O N S T R U C T I O N 0 1 - Y 1 1 - P O T S t a . 1 3 + 8 2 . 0 7 - Y 1 1 - P T S t a . 1 2 + 7 5 . 9 5 - Y 1 1 - P O C S t a . 1 2 + 6 0 . 7 8 025025 025025 - Y12 - P T S ta . 12 + 16 .10 - L - P I S t a 1 1 + 2 8 . 9 6 DL = 1 7 4 . 5 2 ’ T = 8 7 . 3 7 ’ R = 1 , 4 0 0 . 0 0 ’ 52’ +22.55 40’11’16’16’ DR 3 3 .5 ’ 3 6 ’ 12 ’ 12 ’ 12 ’ 50’ TAPER 12’ +25.00 +10.00 +25.00 12’12’12’16’ 15’ 20’ 16’ DR 51.5’39.5’ S E = 0 2 S E = 0 2 P I S t a 1 2 + 3 6 . 2 5 DL = 8 0 . 5 0 ’ T = 4 0 . 8 0 ’ R = 2 0 0 . 0 0 ’ +25.00 3.5’12’ 28’ 12’16’12’ 40’ 28’ 28’ C & G T I E T O E X I S T . C & G T I E T O E X I S T . C & G T I E T O E X I S T . C & G T I E T O E X I S T . PROP. 2’-6" CONC C&G P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G PROP. 1’-6" CONC C&G 2 ’ R 3 ’ R 12.6’ 12’12’12’12’16’ 12’ + 0 7 .5 8 - Y12 - + 8 5 .7 6 - Y12 - +11.42 40’ R 0 1 0 0 0 1 0 1 0 1 4 0 2 0 2 0 2 0 1 0 2 0 0 0 1 0 1 0 1 0 1 +43.90 5’ SIDEWALK5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K M O N O L I T H I C I S L A N D M O N O L I T H I C I S L A N D 1 0 0 ’ R T L A N E T A P E R +88.97 - Y11 - + 9 4 .6 7 +11.26 40’ R +38.36 50’ R - Y11 - + 7 5 .3 8 1 0 0 ’ T A P E R +11.42 9.5’T A P E R L A N E 1 0 0 ’ R T L T & R T 4 0 0 ’ T A P E R +28 C R C R C R C R C R C R C R C R -L- S T A . 8 3 + 2 2 . 5 5 R T . BEG I N W A L L - L - S T A . 8 3 + 8 8 . 9 7 R T . E N D W A L L 5 0 ’ R 6 9 ’ L T - L - + 1 1 8 0 ’ L T 6 9 ’ L T - L - + 0 0 8 0 ’ L T - L - + 1 7 . 3 6 57’ RT -L- +22 7 5 ’ R T 7 1 . 4 2 ’ R T - L - + 5 0 8185 8687 8 8 8 9 9 0 9 1 9 2 9495 9 6 9 7 9 8 9 9 9 7 9 8 9 9 7 9 ’ L T - L - + 8 0 7 9 ’ L T - L - + 3 5 75’ LT -L- +50 79’ LT -L- +50 8 3 ’ R T 6 5 . 3 2 ’ R T - L - + 9 2 9 5 ’ R T - L - + 0 3 9 0 ’ R T - L - + 2 3 79’ RT -L- +1180’ RT -L- +12 1 0 1 7 5 ’ R T 7 2 . 6 3 ’ R T - L - + 7 0 - L- 3 9 .0 3 7 0 .7 6 ’ RT 3 5 ’ R T - Y 1 2 - + 0 8 3 5 ’ R T E X I S T R / W - Y 1 2 - + 3 5 . 7 6 EX I S T . R / W - Y 1 1 - + 6 0 . 7 8 8 9 ’ L T 8 0 . 6 5 ’ L T - L - + 3 9 . 0 6 EX I S T . R / W - Y 1 2 - + 3 5 . 7 6 L I N K F E N C E B E G I N C H A I N B E G I N C / A EX I S T . R / W - Y 1 1 - + 6 0 . 7 8 L I N K F E N C E B E G I N C H A I N B E G I N C / A 6 6 ’ R T - L - + 9 7 . 7 5 8 3 ’ R T 6 6 ’ R T - L - + 1 2 9 3 ’ L T 7 9 . 8 3 ’ L T - L - + 6 1 . 2 9 7 3 . 4 8 ’ R T - L - + 1 8 . 8 7 6 6 ’ R T - L - + 3 2 . 5 7 6 6 ’ R T - L - + 9 2 . 3 2 - L - + 5 8 7 8 . 1 1 ’ R T - L - + 0 1 . 5 3 7 8 . 1 1 ’ R T 6 9 . 5 0 ’ R T 6 6 ’ R T - L - + 8 5 - L - + 2 6 . 1 6 6 9 . 5 0 ’ R T N O C L A I M N O C L A I M - L - + 6 0 . 0 0 6 8 . 0 0 ’ R T N O C L A I M 9 6 75’ LT -L- P/L75’ LT -L- P/L NO CLAIM F F F F FFF F F C F F -L- Kerr AveNew Centre Dr-Y12- N A D 8 3 / 9 5 2034 ADT 2014 ADT 23904 25978 994846 23791934Sunglow Dr-Y11- 78649055414356827557562135801 SEE NOTE 1SEE NOTE 1 S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 R E M O V E R E M O V E R E M O V E R E T A I N RE T A I N R E M O V E w / 2 G I - D R E P L A C E D I R E M O V E & R E T A I N 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 . P R O J E C T R E F E R E N C E N O . 16-DEC-2013 11:56R:\Roadway\Proj\u3338b_rdy_psh_s18.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 1 8 U - 3 3 3 8 B M ATCHLIN E -L- STA.92+00 SEE SHEET 19 M ATCHLIN E -L- STA.86+50 SEE SHEET 17 M A T C H L I N E S E E S H E E T 2 0 AT -L- STATION 87+29 ON PARCEL 107. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 93 AND 103; ELIM INATED THE PUE ON PARCEL 93; AND ADDED A GATE AT THE CONTRO L O F ACCESS FENCESTORAGE O FF O F M AIN THO ROUGHFARE RIGHT ON PARCEL 107. - JBWFROM -L- STA. 86+75 TO STA. 87+35 AND FRO M -L- STA. 88+90 TO STA. 89+50 RIGHT ON PARCEL 107.; INSTALLED CHAIN LINK FENCE TO ACCO MM ODATE TRUCK 90+00 TO STA. 90+60 LEFT ON PARCEL 103; REVISED THE GATE FRO M 20’ TO 30’ AT -L- STA. 87+30 AND STA. 89+50 RIGHT ON PARCEL 107; INSTALLED EXPRESSW AY GUTTER 06/14/13 - R/W REVISIONS: SUBDIVIDED PARCEL 93 INTO PARCELS 93, 93A AND 93B; REVISED THE GATE FRO M 20’ TO 30’ AND INSTALLED EXPRESSW AY GUTTER FRO M -L- STA. F O R - L - P R O F I L E S E E S H E E T 4 9 T R A F F I C F O R P A R C E L S 1 0 1 A N D 1 0 7 T H R O U G H 1 1 0 M A I N T A I N - L - A C C E S S U N T I L - S R 1 - I S O P E N T O PARCEL 105; EXTENDED EXPRESSW AY GUTTER FRO M -L- STA. 87+35.00 RT. TO -L- STA. 87+75.00 RT. ON PARCEL 107. - TEM10/10/13 - R/W REVISIONS: ADDED "M AINTAIN -L- ACCESS UNTIL -SR1- IS O PEN TO TRAFFIC" NO TE FO R PARCELS 101 AND 107 THROUGH 110; UPDATED PRO PERTY O W NER NAM E ON 12/13/13 - R/W REVISIONS: REM OVED AUE FRO M PARCEL 103. - JBW 60" WD 60" CONCSR 1175 N KERR AVE 36 BST 8’ GR/SOIL T T T T 18 " RC P 1 8 " R C P D I D I 1 2 " R C P 12" RCP 1 8 " R C P C B C B 1 8 " R C P 2 4 " R C P 60" W D 3 0 " C & G 18 " R C P S R 1 1 7 5 N K E R R A V E B S T 8" PVC 8" PVC15" R C P C O C O 1 5 " R C P 1 5 " R C P 15" VCP D I D I 2 4 " R C P D I 18 " R C P 18" RCPDI18" RCP CB 24" RCP18" RCP 99 .09 ’ 284.70’ E I P PROGRESS ENERGYDB 486 PG 222DB 472 PG 626DB 546 PG 482DB 1875 PG 473DB 808 PG 623MB 38 PG 242 P R O G R E S S E N E R G Y D B 4 8 6 P G 2 2 2 D B 4 7 2 P G 6 2 6 D B 5 4 6 P G 4 8 2 D B 1 8 7 5 P G 4 7 3 D B 8 0 8 P G 6 2 3 M B 3 8 P G 2 4 2 D B 4 0 3 6 P G 2 8 1 D B 4 8 6 P G 2 2 2 D B 2 3 3 3 P G 0 7 3 D B 1 9 0 1 P G 1 6 2 T E D D Y A . P R O C T O R ACCESS INGRESS EGRESS EASEMENT 5 5 0 ’ X 15 ’ ACCESS INGRESS EGRESS EASEMENT 0 . 2 9 ’ EXISTING R/W 249 .86 ’ 249 .86’ M I C H A E L E . R A I N E S , E T A L D B 3 3 2 6 P G 8 8 7 D B 1 9 1 0 P G 7 8 3 M B 2 P G 1 3 2 M B 2 P G 1 3 2 M B 2 P G 1 3 2 MB 2 PG 132 622 .44 ’ R E B A R M B 2 P G 1 3 2 D B 1 8 7 5 P G 4 7 5 D B 5 2 3 P G 0 8 5 P R O G R E S S E N E R G Y D A V I D A . W I L L S , E T A L D B 1 8 4 0 P G 1 0 8 8 D B 1 9 1 3 P G 4 4 9 M B 2 P G 1 3 2 HAROLD P . LAING DB 924 PG 101DB 1869 PG 169MB 2 PG 132 M B 2 P G 1 3 2 D B 2 3 8 1 P G 7 3 9 D B 1 3 5 6 P G 1 4 2 0 C A M E R O N C O . L T D . UTILITY EASEMENT 2 0 .0 0 ’ 408 .73 ’ 100.00’ E X I S T I N G R / W E X I S T I N G R / W WILL 92E 888 1173 .95 ’ 1147 .95 ’ 673.25’ 692 .67 ’ MB 46 PG 165 MARLON K. ANDREWS, ET ALDB 4695 PG 817DB 4730 PG 215 E I P 156.21’284.70’MB 2 PG 132JAMES M. HARRELL, ET UXDB 1595 PG 334DB 1828 PG 257MB 26 PG 34MB 2 PG 132 - B L - 2 4 M B 2 P G 1 3 2 D B 1 9 5 9 P G 7 7 3 D B 4 4 0 6 P G 5 6 , D B 4 5 2 4 P G 8 2 6 D B 3 6 4 0 P G 7 3 D B 1 9 2 9 P G 6 1 J A M A R C O M P A N Y , L L C D B 4 6 5 1 P G 7 4 7 D B 1 9 0 1 P G 1 5 8 D B 1 9 5 8 P G 6 3 , D A V I D E . R A I N E S S 8 ’ S O I L C A N O P Y M T L S W C A N O P Y M T L 1 S F D G 1 S F D T A N K L P G R GR10’ GR EXISTING R/W (VAR I E S ) 2SFDCONC2SFDCONC 2SFDCONCCONC1SFD G R S O I L G R 1 5 " V C P 1 2 " R C P C B 1 8 " R C P R C P 2 4 " 194 .87 ’ S 1 S F D MTL 48" CHL 2 0 .0 0 ’ M B 2 P G 1 3 2 M B 5 5 P G 3 0 7 D B 3 5 6 P G 5 7 9 D B 3 5 6 P G 1 4 8 D B 1 9 2 8 P G 3 7 8 D B 2 0 6 9 P G 3 2 D B 5 5 6 5 P G 4 9 D B 5 2 8 8 P G 1 2 3 9 T T T T 12" DIP 1 2 " D I P TH-29 TH-30 30 " D IP MB 46 P G 1 6 5 MARLON K. A N D R E W S , E T A L DB 469 5 P G 8 1 7 DB 473 0 P G 2 1 5 MB 2 P G 1 3 2 N 8418’39" W 117.97’S 5704’15" W 153.94’MB 46 PG 165 MARLON K. ANDREWS, ET ALDB 4695 PG 817DB 4730 PG 215MB 2 PG 132 W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : G R A D E T O D R A I N 18021801 1 8 0 4 1 8 0 3 1 8 0 9 1808 1 8 1 1 DI CB C B C B C B 1 8 1 2 15 " 18" C B 1 8 1 0 2 G I - D 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 30" RCP-V D I TB 2GI 30" RCP-V30" RCP-V30" RCP-V30" RCP-V15" 3 0 " RC P - V A d j u s t C B 1 8 0 7 90 025025 025 03 025 03 036039 - L - 60’ 36.8’40 0 ’ T A P E R L T & R T 2 4 ’ 2 4 ’ +52.80 +67.20 22’32’ +25.00 11’11’10’11’11’ B E G I N R E S U R F A C I N G T I E T O E X I S T I N G C U R B & G U T T E R S T A . 9 1 + 2 0 . 0 0 - L - E N D T I P P R O J E C T U - 3 3 3 8 B T I E T O E X I S T . C & G T I E T O E X I S T . C & G +25 +25 MONOLITHIC ISLAND 4 . 5 ’ M O N O L I T H I C I S L A N D 100’ RT LANE TAPER 3 0 ’ G A T E 3 0 ’ G A T E 30’ GATE PROP. CONC EXPWY. GUTTER P R O P . C O N C E X P W Y. G U T T E R 6 0 ’ 100’ 6 0 ’ P R O P . 2 ’- 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G P R O P . C O N C E X P WY. G U T T E R +75.00 +90.00 +00.00 1 0 3 1 0 4 1 0 5 9 1 0 107 1 0 8 1 0 7 1 0 9 1 1 0 101 1 0 2 - L- + 4 9 .6 6 8 9 .4 2 ’ RT -L- +93.3574.96’ LT - L- + 5 9 .5 3 6 8 .8 3 ’ LT - L - + 1 2 . 2 7 8 0 . 5 2 ’ L T CHORD 8 8 ’ L T - L - + 1 6 8 4 ’ L T 6 9 . 7 3 ’ L T - L - + 3 5 70.59’ L T -L- +11 . 6 5 9393A 9 3 B 81.03’ RT83.45’ RT-L- +37.45147.83’ RT -L- +98.22140’ RT -L- +10.00-L- +50.31 F F F F N A D 8 3 / 9 5 RETAINRETAIN R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N RETAI N REMOVE R E M O V E R E M O V E R E M O V E R E M O V 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:32R:\Roadway\Proj\u3338b_rdy_psh_s19.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 1 9 U - 3 3 3 8 B M ATCHLIN E -L- STA.92+00 SEE SHEET 18 M A T C H L I N E S E E S H E E T 2 0 MATCHLINE A -Y13- STA. 12+ 5 5 .0 0 M A TC H LIN E A - Y13 - S TA . 12 + 5 5 .0 0 T R A F F I C F O R P A R C E L S 1 1 0 , 1 1 1 A N D 1 1 3 M A I N T A I N - L - A C C E S S U N T I L - S R 1 - I S O P E N T O 10/10/13 R/W REVISION: ADDED "M AINTAIN -L- ACCESS UNTIL -SR1- IS O PEN TO TRAFFIC" NO TE FO R PARCELS 110, 111 AND 113. - TEMT T T T T T 3 0 " R C P 1 8 " R C P 24" RCP 1 8 " R C P D I D I D I 1 8 " R C P 1 8 " R C P 12" RCP D I 1 8 " R C P 1 8 " R C P 18 " R C P DI18" R C P DIDIDI12" RCP 1 8 " R C P P O S S I B L E J B P O S S I B L E J B P O S S I B L E J B P O S S I B L E J B POSSIBLE JB C B C B C B C B C B 18" RCPDEBRISDEBRIS 30" C&G30" C& G 3 0 " C & G 3 0 " C & G 3 0 " C & G C B 3 0 " C & G 30" C&G 60" CONC 3 0 " C & G W/LT W /LT SAGEDALE DR 22’ BST G R G R 48 " CH L 48" CHL 4 8 " C H L 48" CHL S C O C O C O CO15" VCP 1 5 " V C P 1 5 " V C P THIS DIRECTION NEXT MANHOLE IN COULD NOT LOCATE 18" RCPMB 2 PG 132 DB 1913 PG 447 DB 1823 PG 866 DB 1066 PG 451 128 .84 ’ 200 .07’ 428 .05 ’ C L A Y T O N T . H E L D D B 2 0 4 6 P G 2 1 2 D B 1 9 1 3 P G 4 5 1 M B 2 P G 1 3 2 18 .0 0 ’ 30 .0 0 ’ PUBLIC UTILITY EASEMENT M B 2 P G 1 3 2 D B 2 3 9 5 P G 1 5 3 D B 2 5 6 4 P G 9 6 1 M B 3 8 P G 4 9 D B 1 8 8 1 P G 8 3 7 D B 3 0 6 3 P G 3 5 7 E L L A L . C A S E Y , E T A L M B 2 P G 1 3 2 M B 2 P G 1 3 2 MB 2 P G 1 3 2 D B 1 9 3 7 P G 6 2 0 D B 2 9 1 9 P G 1 7 4 7 R A Y M O N D C A R R I N O , J R . DB 19 5 9 P G 7 7 3 DB 44 0 6 P G 0 5 6 DB 19 5 8 P G 0 6 3 DB 45 2 4 P G 8 2 6 DB 190 1 P G 1 5 8 DB 36 4 0 P G 0 7 3 DB 19 2 9 P G 0 6 1 DB 465 1 P G 7 4 7 JAMAR CO M P A N Y , L L C 479 .77’ 330 .95 ’ EXISTING R/W VARIES 10’ NON-MUNICPAL EASEMENT 50.00’EXISTING R/W EXISTING R/W EXISTING R/W 10’ NON -MUN ICPAL EASEMENT ; ; ; ; ; ; 124.50’3.05’ ;; - B Y 1 1 - 2 5 - B L - 2 5 -BY11- 34 D B 3 5 7 7 P G 6 2 9 D B 2 8 8 4 P G 1 1 1 7 D B 2 4 1 7 P G 9 9 7 D B 2 3 9 5 P G 1 0 3 9 D B 2 3 9 5 P G 1 5 8 M B 2 P G 1 3 2 C B 1 2 P G 1 4 6 C B 1 2 P G 9 1 C B 1 2 P G 9 7 C B 1 2 P G 4 8 D B 3 5 7 7 P G 6 2 9 D B 2 8 8 4 P G 1 1 1 7 D B 2 4 1 7 P G 9 9 7 D B 2 3 9 5 P G 1 0 3 9 D B 2 3 9 5 P G 1 5 8 M B 2 P G 1 3 2 C B 1 1 P G 1 6 1 C B 1 2 P G 1 4 6 C B 1 2 P G 9 1 C B 1 2 P G 9 7 C B 1 2 P G 4 8 A S S O C . , I N C . C O R N E R S T O N E O W N E R S 622.44’ 1 S F D 1 S F D 1 S F D 1 S F D 1 S F D SOIL1SBKD SOILS S I G E X IS T IN G R / W (V A R IE S ) A S S O C . , I N C . C O R N E R S T O N E O W N E R S C B 1 1 P G 1 6 1 G R G R G R G R R C P 1 2 " S I G PRIVATE ACCESS EASEMENT 12" RCP GR GR 1SFD 1SBKD 1 2 " R C P E X I S T I N G R / W ( V A R I E S ) EX IS T ING R /W (V AR IE S ) G R S 1 2 " R C P WILLIAM CARTER CLAYTON, ET UXDB 5523 PG 922 T R A N S P O R T A T I O N N C D E P T . O F D B 5 5 4 0 P G 2 0 4 8 SR 1175 N KERR AVE BSTT T T T T T12" DIP 1 2 " D I P TH-33 TH-34A TH-34B TH-32 TH-34 TH-31A TH-31 8" PVC 1.5" PVC 12" DIP GRADE TO DRAIN 19131912 1 9 1 5 1 9 1 8 1 9 2 0 1 9 2 1 1 9 1 0 CB 1 9 1 6 TB2GI T B 2 G I CB 15" 18" C B C B C B C B C B C B 1 9 2 2 1 9 1 4 R E P L A C E D I R E M O V E & 1904 12" RCP-V 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 3 0 " R C P - V 30" RCP-V 30" RCP-V 95 - Y 1 3 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S t a . 9 3 + 6 4 . 6 5 -L- 32’ 43’ 10’11’11’11’11’11’ 71’ 6’ +68.62 PROP. 2’-6" CONC C&GTIE TO EXIST. CONC C&G 2 . 2 5 ’ R -Y13-25’ R25’ R 4.5’ MONOLITHIC ISLAND 4 . 5 ’ M O N O L I T H I C I S L A N D S T A . 9 6 + 9 7 . 5 5 - L - E N D C O N S T R U C T I O N 1 1 2 91 0 5 8 ’ L T - L - + 2 5 5 8 ’ L T - L - + 4 5 110 14 6 .4 1 ’ RT - L- + 6 6 .9 6 11 6 .9 9 ’ RT -L- +16.87112.54’ RT 1 1 6 1 1 5 1 1 3 9 0 1 111 5 8 . 1 7 ’ L T EX I S T . R / W - Y 1 3 - + 7 8 14 6 .4 1 ’ RT - L- + 9 7 .5 5 EN D C H A IN LIN K FEN C E - L- + 9 7 .5 5 EN D C /A S 525 .54 ’ S -Y13 - 25’ R 13 5 8 . 1 4 ’ L T EX I S T . R / W - Y 1 3 - + 0 0 N A D 8 3 / 9 5 M ATCHLINE SEE SHEET 19 M ATCHLINE SEE SHEET 1811-OCT-2013 10:12R:\Roadway\Proj\u3338b_rdy_psh_s20.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 1 0 2 0 2 0 4 0 G R A P H I C S C A L E H Y D R A U L I C S RO 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 0 U - 3 3 3 8 B 6/2/99 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 REVISIONS06/14/13 - R/W REVISIONS: LOCATED A HOUSE ON PARCEL 105. - JBW10/10/13 - R/W REVISION: UPDATED PROPERTY OW NER NAME ON PARCEL 105. - TEM 12" CM P 12" CMP 24" RCP 12" CMP D I C O N C 15" RCP C O N C D I 3 0 " R C P 12" CMP 66" R CP 9 . 1’ C O N C HW 0 . 5 ’ C O NC WW S GRSSSSS M T L M T L M T L M T L F U N N E L F U N N E L F U N N E L F U N N E L 3 6 " S H O U L D E R B E R M G U T T E R 3 6 " S H O U L D E R B E R M G U T T E R 4 8 " C H L 4 8 " C H L 4 8 " C H L 48" CHL RAYMOND CARRINO, JR.DB 2919 PG 1747DB 1937 PG 620MB 2 PG 132 REBAR EIP M B 2 P G 1 3 2 D B 1 9 5 9 P G 7 7 3 D B 4 4 0 6 P G 0 5 6 D B 1 9 5 8 P G 0 6 3 D B 4 5 2 4 P G 8 2 6 D B 1 9 0 1 P G 1 5 8 D B 3 6 4 0 P G 0 7 3 D B 1 9 2 9 P G 0 6 1 D B 4 6 5 1 P G 7 4 7 JA M A R C O M P A N Y , L L C DLG STONE DLG STONE 69.08’ 1.18’35.32’ 23.87’ 76.78’ 9.02’ 66.72’ 42.20’ 5 8.7 7’ 64.13’ 10 8 .9 3 ’ 8 . 8 4 ’ 114 7 .95 ’ 117 3.9 5 ’ 76 0 .86 ’ 171.13’102.49’194.87’199.51’ M B 2 7 P G 1 6 8 M B 7 P G 1 7 D B 2 1 0 7 P G 7 2 0 D B 1 3 4 4 P G 1 1 1 0 D B 1 0 5 0 P G 4 6 3 D B 6 5 8 P G 0 1 8 D B 2 3 6 9 P G 4 3 5 D B 2 3 0 0 P G 3 3 9 D B 2 0 0 6 P G 6 3 3 D B 2 0 0 6 P G 6 3 0 D B 8 2 3 P G 2 1 8 D B 5 8 0 P G 0 2 7 D B 1 6 5 3 P G 5 2 9 B R U C E B . C A M E R O N , T R U S T E E E XI S T I N G R/ W V A R I E S EXISTING R/W VARIES ; ; ; ;; ; H A R O L D P . L A I N G D B 9 2 4 P G 1 0 1 D B 1 8 6 9 P G 1 6 9 M B 2 P G 1 3 2 W I L L 9 2 E 8 8 8 DAVID A. WILLS, ET ALDB 1840 PG 1088DB 1913 PG 449MB 2 PG 132DB 1881 PG 837 DB 3063 PG 357 ELLA L. CASEY, ET ALMB 2 PG 132 U S 7 4 M. L.K. J r . P K WY 7 4 ’ B S T US 7 4 M. L.K. J r . P K WY 5 0 ’ B S T ISFD CHORDCHORD CHO RD -L- +34.73331.58’ LT - L - + 4 6 . 3 9 5 3 0 . 9 5 ’ L T 105 9 1 0 1 0 4 115116 -L- +12.30192.98’ LT E X I S T . P L - Y 1 4 - + 1 9 . 7 4 E N D C H A I N L I N K F E N C E E N D C / A NAD 83/ 95 RETAIN RETAIN RETAIN G R O U N D N A T U R A L 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 . P R O J E C T R E F E R E N C E N O . 15-JAN-2014 07:15R:\Roadway\Proj\u3338b_rdy_psh_s21.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 2 1 U - 3 3 3 8 B M ATCHLINE -Y1- STA.16+50 SEE SHEET 5 F O R - Y 1 - P R O F I L E S E E S H E E T 5 1 09/20/12 - R/W REVISIONS: CO RRECTED THE TCE AT -Y1- 15+13 AND AT -Y1- STATIO N 16+20.24 ON PARCEL 6 . - JBW05/13/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM ES AND DEED REFERENCES ON PARCELS 5 AND 6. - PJS08/16/13 - R/W REVISION: UPDATED PRO PERTY O W NER NAM E ON PARCEL 6; UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 19. - JBW01/17/14 - R/W REVISION: REM OVED A STRAY TCE FRO M -Y1- STA. 12+80.62 TO STA. 12+90.00 LT. ON PARCEL 19. - PJS 2 4 " C & G 2 4 " C & G LT18" C&G 18" C&G18" C&G 24" C&G R AN D ALL P KWY B S T R AN D ALL P K WY B S T 3 6 " RC P 3 6 " RC P HH S60" RCP60" RCP TOP=27.57’ E IP E IP R E B A R 59 . 04 ’ 58 . 51 ’ 4 0 0 .0 0 ’ 2 8 6 .4 6 ’ E I P 82 . 38 ’ 135 . 04 ’ ROBERT E. JOHNSON, ET UX DB 2112 PG 472MB 27 PG 12 MB 27 PG 11MB 13 PG 33MB 5 PG 92MB 6 PG 55 R O B E R T E . J O H N S O N , E T U X D B 1 5 0 6 P G 7 9 9 C I T Y O F W I L M I N G T O N - B Y - 1 0 -BY- 9 DB 1460 PG 843DB 1282 PG 1856MB 41 PG 73 D B 4 9 3 1 P G 2 2 8 1 D B 1 4 5 1 P G 1 9 2 D B 8 0 1 P G 5 0 1 CONC BSTSTORAGE1SF LT CB18" RCP 15" RCP DI R E T A I N I N G W A L L W I T H 8 " L A N D S C A P E B L O C K 4 8 " C H L 2 4 " C & G B S T S S H W C O N C R I P R A P JB RAD :50’ DB 2963 PG 170RANDALL PARKWAY SIDEWALK R/W E X IS T ING R / W E X IS T ING R / W E XIS T ING R / W E X IS T ING R/ W 2 4 "C & G DB 5561 PG 705 PUE CITY OF WILMINGTON D B 5 5 6 1 P G 7 0 5 C I T Y O F W I L M I N G T O N D B 5 5 4 6 P G 2 7 7 6 C I T Y O F W I L M I N G T O N HH DB 5287 PG 2869 DB 5287 PG 2857 MB 10 PG 5 DB 5645 PG 2278 DB 5684 PG 787 DB 5644 PG 2770 MB 13 PG 33 RPP HOLDINGS, LLCDB 5751 PG 91 D B 5 5 3 5 P G 6 3 6 D B 5 3 0 7 P G 7 17 D B 5 5 4 6 P G 2 7 7 6 D B 4 9 3 1 P G 2 2 8 6 G&I IV MILL CREEK LP K E R R C R O S S I N G U O A J B w / M H 2 0 0 1 2 0 0 2 2 0 0 5 2 0 0 9 2 0 0 4 2010 C B C B TB 2 G I TB 2 G I C B RETAIN & H E A D W A L L S R E M O V E 2 @ 3 6 " R C P S P E C I A L B A C K O F C U R B C U T D I T C H ( N O T T O S C A L E ) 8 % F R O M - Y 1 - S T A . 1 5 + 0 0 T O S T A . 1 7 + 1 8 R T 3 : 1 2 0 0 8 2 0 0 3 S E E D E T A I L 1 1 S P E C I A L B A C K O F C U R B C U T D I T C H D E T A I L 1 1 6 0 " C AA P 2003 20 0 1 12" RCP-V 15 " RC P- V 15" RCP-V 15" 2 G I ( A ) 60" CAAP2 BENDo 6 BE N D o 2 BEN D o 6 BEN D o 7 BEN D o & NEW DI BY OTHERS PIPE EXTENSION 23 LF of 18" RCP AND EXTENDED WITH REMOVED. PIPE COLLARED -Y1- STA 11+67, 45’ LT EXIST DI @DI& CB BY OTHERS 15" RCP 94 LF ofCB 60 " C AAP 6 0 " C AA P 12" RCP-V D I 2 0 0 7 15" RCP-V C B 2 0 0 6 18"2004 2006 2007 2 0 0 2 2005 JB w/MH 035 03 02 01 00 02 025 BEGIN CONSTRUCTION 15 03 025 01 - Y 1 - 28’ 62’ P I S t a 1 3 + 8 8 . 8 4 DL = 2 1 6 . 0 0 ’ T = 1 0 8 . 2 2 ’ R = 1 , 3 7 0 . 0 0 ’ P I S t a 1 2 + 1 7 . 4 5 DL = 1 2 6 . 5 9 ’ T = 6 3 . 4 3 ’ R = 8 0 0 . 0 0 ’ 5 5 ’ +04.35 2 7 .5 ’ +96.97 S E = 0 3 7 S E = 0 3 7 16’ 12’ 10’ 12’ 12’ 12’ 16’ P R OP . 2 ’- 6 " C ON C C & G P R O P . 2 ’ - 6 " C & G P R O P . 2 ’ - 6 " C & G 2’ - Y 1 - P T S t a . 1 4 + 9 6 . 6 1 -Y1- PCC Sta. 12+80.62 -Y1- POT Sta. 11+27.09 10 ’ M U LT IU S E P AT H 3 6 ’ D R 3.5’ 02 03 03 26.68’28.12’25.49 WORK DONE BY OTHERS10’ MULTIUSE PATH TIE TO EXIS T . C & G TIE TO EXIS T . C & G WORK DONE BY OTHERS -Y1- STA. 12+80.62 LT.DONE BY OTHERS TIE TO EXIST. EOP-Y1- STA. 11+27.09 RT.DONE BY OTHERS TIE TO EXIST. C & G EXIST.EXIST. MON O LIT H IC IS LAN D 2 0 0 ’ T A P E R L T & R T 2 7 .5 ’ +04.35 -Y1- STA. 12+80.62 RT.DONE BY OTHERS TIE TO EXIST. EOP -Y1- PC Sta. 11+54.02TRANSITION50’ TAPER & 7 4 ’ L T 7 1 ’ L T EX I S T . R / W - Y 1 - + 9 0 7 4 ’ L T 6 9 ’ L T EX I S T . R / W - Y 1 - + 1 0 19 1 1 5 6 E X I S T . R / W - Y 1 - + 8 0 . 6 2 8 9 ’ R T - Y 1 - + 0 0 EX I S T . R / W - Y 1 - + 1 3 9 5 ’ R T - Y 1 - + 5 0 1 0 4 ’ R T - Y 1 - + 0 0 6 7 ’ L T - Y 1 - + 5 0 6 7 ’ L T - Y 1 - + 0 0 6 8 ’ L T - Y 1 - + 0 0 8 6 ’ R T - Y 1 - + 5 0 1 5 7 1 5 7 EX I S T . R / W - Y 1 - + 2 0 . 2 4 F C F C C F F C C C F F C F C F F NA D 8 3 / 95 S l o p e D i t c h F r o n t 2 2 U - 3 3 3 8 B F O R - Y 1 - P R O F I L E S E E S H E E T 5 2 M ATCHLIN E -Y1- STA.20+00 SEE SHEET 5REVISIONS 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 . 12-JUL-2012 10:15R:\Roadway\Proj\u3338b_rdy_psh_s22.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 3’ BST 2 4 " C & G 2 4 " C & G RANDALL PKWY R A N D A L L P K WY B S T R A N D A L L P K WY B S T HH 593. 8 2 ’ 39.04’ 33.71’ 61.66’ 6 . 1 4 ’ 6 . 8 6 ’ 13 3.5 3’ E I P 100.53’ 96.82’ 27.28’ 5 5 8 . 7 1 ’ T H I E N N G U Y E N D B 4 6 2 3 P G 4 9 9 D B 4 8 9 0 P G 7 0 3 CITY OF WILMINGTON D B 4 0 7 3 P G 7 8 4 D B 2 1 0 9 P G 5 6 0 D B 1 5 4 0 P G 8 1 5 B . J . ’ S C O N S T R U C T I O N C O . D B 1 5 5 8 P G 1 1 2 6 E X IS T IN G R / W -BY- 12 - B Y - 1 3 R O B E R T W . S T E M K E , E T U X D B 4 8 5 6 P G 8 6 0 D B 4 8 5 6 P G 8 7 9 M B 2 5 P G 5 6 R I C H A R D A . B R O W N , H E I R S D B 7 1 9 P G 5 2 1 D B 1 5 3 6 P G 5 3 6 D B 1 5 6 2 P G 7 6 2 D B 1 4 9 4 P G 1 7 8 4 A B R A H A M C R U M M Y W O O D S R B D S T O N E H C S T O N E 3 . 9 4 ’ E I P E I P 7 . 4 4 ’ E I P R E B A R 2 . 6 0 ’ E I P 1 5 " R C P C B D I 1 5 " R C P " D L G " S T O N E E I P E I P P U E C I T Y O F W I L M I N G T O N DB 5567 PG 479DB 908 PG 701 D B 5 5 6 7 P G 4 7 9 D B 9 0 8 P G 7 0 1 E X IS T ING R / W R A D : 2 6 9 4 ’ D B 5 5 0 3 P G 1 2 6 6 D B 2 7 5 6 P G 5 0 8 EXISTING R/W E X IS T ING R / W E X IS T IN G R / W D B 5 5 2 2 P G 2 7 4 8 D B 4 8 5 6 P G 8 9 8 DB 5050 PG 2203 S E E D E T A I L 1 B A S E D I T C H S P E C I A L C U T 15" RCP-III 12" RCP-IV 12" RCP-IV 12" RCP-IV 12" RCP-IV 21162113 2112 21142115 2150CL I RIP RAPCBCBCB15" RCP-IV TB 2GITB 2GITB 2GI2117 3:1 DB ( N o t t o S c a l e ) S P E C I A L C U T B A S E D I T C H Flatter 3:1 or F R O M - Y 1 - S T A . 1 9 + 3 5 T O S T A . 2 4 + 0 0 L T D E T A I L 1 B = 4 F t . M i n . D = 2 F t . G r o u n d N a t u r a l 0201 0201025025 20 - Y 1 - L = 8 4 5 . 3 8 ’ P I S t a 2 4 + 7 9 . 6 4 DT = 4 2 6 . 0 5 ’ R = 2 , 7 5 0 . 0 0 ’ S E = 0 2 5 12’16’12’11’11’16’12’ W O R K D O N E B Y O T H E R S W O R K D O N E B Y O T H E R S PROP. 2’-6" CONC C&G -Y1- PC Sta. 20+53.59 PROP. 2’-6" CONC C&G 150’ TRANSITION LT. & RT.+45.00 WO R K D O N E B Y O T H E R S E N D C O N S T R U C T I O N - Y 1 - P O C S t a . 2 3 + 2 7 . 3 2 +27.32 WO R K D O N E B Y O T H E R S 2 8 2 . 3 2 ’ T A P E R L T . - Y 1 - S T A . 2 2 + 0 0 . 0 0 T I E T O E X I S T I N G I S L A N D 65’ RT-Y1- +0060’ RT -Y1- +53.59 133’ LT -Y1- +00 132’ LT -Y1- +0016 1 5 67’ RT -Y1- +00 6 5 ’ R T - Y 1 - + 5 0 6 0 ’ R T E X I S T . R / W - Y 1 - + 9 5 134’ LT -Y1- +50EXIST. R/W -Y1- +60CCCC C F F F NAD 83/ 95 RETAINRETAINRETAIN RETAIN RETAINRETAIN R E T A I N R E T A I N R E T A I N R E T A I N RETAIN R E T A I N R E T A I N Slope Ditch Front 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 . P R O J E C T R E F E R E N C E N O . 21-SEP-2012 15:08R:\Roadway\Proj\u3338b_rdy_psh_s23.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 2 3 U - 3 3 3 8 B F O R - Y 2 - P R O F I L E S E E S H E E T 5 3 M ATCHLIN E -Y2- STA.12+00 SEE SHEET 709/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 18, 27 AND 117. - JBW 1 8 " R C P 36" CHL 3 6 " C H L 36" CHL 72" WD72" WD 7 2 " W D 8" DIP 8 " D I P C O 8 " V C P 8" VCP 1 5 " R C P S S SS 1 8 " R C P 1 5 " R C P 1 5 " R C P 1 8 " R C P D I S +/- DIRECTION 18" CMP 18" CMPDICONC BOX 18" RCP18" RCP24" RCP 24" RCP 18" RCP C B E I P 283.01’ E I P EIP120.34’85.12’ 291.40’ EIP 102.53’ E X I S T I N G R / W E X I S T I N G R / W 60.00’ 8.18’ 199.08’ 199.03’ 197.62’ JANICE P. HYMANWILL 9993 PG E152 MB 6 PG 98LETHIA S. HANKINSDB 1282 PG 1807MB 671 PG 597 W ILLIAM CRUMM Y, ET UXDB 6 PG 98DB 801 PG 393HOMEOWNERS ASSOC. INC.GREENWAY VILLAGEDB 2621 PG 553DB 2378 PG 054MB 25 PG 56MB 671 PG 597MB 35 PG 320MB 35 PG 321MB 35 PG 369MB 36 PG 189MB 36 PG 91MB 36 PG 283 P E T E R M I L L S N O D E E D F O U N D MICHAEL W . B O Y D , E T U X DB 288 8 P G 1 7 9 MB 6 P G 9 8 J O N A T H A N O S H I T A , E T A L D B 5 0 2 0 P G 7 2 8 M B 6 P G 9 8 M B 6 7 1 P G 5 9 7 W D D K 1 S F D 1 S F D W D D K S 1 S F D W D D K C A R P O R T S O I L S O I L S O I L 1 S B K D 1 S B K D 2 0 ’ C O N C 1 S B K D S O I L POND H / W C O N C E I P E I P HW BLOCK CONC S G R E E N W A Y A V E . 1 9 ’ B S T Flatter4:1 orD3:1 ( Not to Scale)SPECIAL CUT DITCHFROM -Y2- STA. 11+07 TO STA. 12+00 LT DETAIL 4Min. D= Ft.Ground Natural -Y2- POT Sta. 16+57.65 END CONSTRUCTION 02502010250217’12.5’+57.47-Y2- POT Sta. 13+29.00 271864’ RT -Y2- +13 EXIST. R/W -Y2- +16 45’ LT -Y2- +12 11745’ LT EXIST. R/W -Y2- +29CFFFFF NAD 83/ 95 R E T A I N R E T A I N R E T A I N R E T A I N RETAIN R E T A I N RETAIN R E M O V E M ATCHLIN E -Y5- STA.14+00 SEE SHEET 10 U - 3 3 3 8 B 2 4 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 . P R O J E C T R E F E R E N C E N O . 16-DEC-2013 11:56R:\Roadway\Proj\u3338b_rdy_psh_s24.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 F O R - Y 5 - P R O F I L E S E E S H E E T 5 4 09/20/12 - R/W REVISION: ELIM INATED THE RIGHT O F W AY AND CLAIM ON PARCEL 154. - JBW05/13/13 - R/W REVISION: REVISED THE PRO PO SED R/W FRO M -Y5- STA. 8+96.66 TO STA. 13+00.00 RT. AND THE TCE FRO M -Y5- STA. 9+80.00 TO STA. 11+00.00 RT. ON PARCEL 44. - PJS12/13/13 - R/W REVISION: REVISED PRO PO SED R/W AND TCE FRO M APPR. -Y5- STA. 8+96.50 TO 9+15.59 AND ADDED "DO NO T DISTURB SIGN" ON PARCEL 44. - JBW C & G CONCC&GC&G L T 6 0 " C O N C B S T 1 8 " C & G 1 8 " C & G 1 8 " C & G 1 8 " C & G 6 0 " C O N C LT 2 4 " C & G 2 4 " C & G LT B S T 2 4 " C & G 2 4 " C & G B S T B S T 6 0 " C O N C C I N E M A D R 3 3 ’ B S T 8" HDPE +/- DIRECTION12" HDPECCTT T T T C O 10" PVC 10 " P V C 1 0 " P V C M H 24" RCP S S DI 1 8 " R C P D I D I 2 4 " R C P 18" RCP C B C B 1 8 " R C P 1 8 " R C P R E B A R E I P EIP E X I S T I N G R / W E X I S T I N G R / W EXISTING RAILROAD R/W D B 5 3 1 6 P G 8 3 0 C I N E M A D R I V E , L L C . M B 3 6 P G 2 2 0 6 8 S O U T H K E R R , L L C D B 5 2 5 6 P G 5 6 3 S 0126 ’17" E 190.37’R=1347.69’ 60.00’ 10’ NON-MUNICIPAL UTILITY EASEMENTCM18" C&G18" C&G18" C&G18" C&G 18" C&G 18" C&G18" C&G 60" CONC24" C&G 72" CHL & 3SBW 7 2 " C H L & 3 S B W 8" CONC CURB 8 " C O N C C U R B 8 " C O N C C U R B SPIRIT MASTER FUNDING II, LLCDB 4938 PG 2603MB 35 PG 333MB 37 PG 356AND PRESCHOOL, INC.ALL STAR DAY CARE DB 4748 PG 979MB 36 PG 220 100.00’ C S X T R A N S P O R T A T I O N , I N C . D B 1 9 1 3 P G 4 0 6 E X I S T I N G R A I L R O A D R/ W E X I S T I N G R A I L R O A D R/ W 2 7 5 . 0 0 ’ L T CONC B S T L T W D 6 0 " C O N C C O N C BST - B Y 4 - 1 9 1 S M B U S C O N C L T C&G 24"18" C&GBST 1 S M B U S 1SBLKBUS 1 0 ’ N O N - M U N I C I P A L U T I L I T Y E A S E M E N T 12" HDPEBSTDI15" RCP B S T 1 2 " R C P 1 2 " R C P 1 0 ’ N O N - M U N I C I P A L U T I L I T Y E A S E M E N T ( M B 3 5 P G 3 3 3 ) B S T 6 0 " C O N C CONC CCTT T T T 8 " D I P 8 " D I P 2 " P L A S T I C 2 " P L A S T I C 2 " P L A S T ICW I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 3 4 0 3 3 4 0 5 3 4 0 2 M i n D e p t h C B M i n D e p t h C B A d j u s t M H R E M O V E R E M O V E 3 4 0 1 C B M i n D e p t h C B 1 2 " R C P - V R E P L w / 1 5 " R C P - V R E M O V E 1 2 " 18" RCP-V 1 2 " R C P - V 3 4 0 4 E A S T O F S A G O N - Y 5 - C B # 3 4 0 4 L O C A T E D 4 . 5 F T E A S T O F S A G O N - Y 5 - C B # 3 4 0 3 L O C A T E D 2 . 5 F T N O T E : 48’ TIE TO EXIST. C&G 025025 BEGIN CONSTRUCTION 1010 -Y5- PT Sta. 10+00.01 -Y5- PC Sta. 9+15.59 P I S t a 9 + 5 7 . 9 6 DL = 8 4 . 4 2 ’ T = 4 2 . 3 7 ’ R = 4 0 0 . 0 0 ’ - Y 5 - 2 5 0 ’ T R A N S I T I O N L T . & R T . 2 5 0 ’ M E D I A N T A P E R L T . & R T . 25.5’28’ 24’24’ 5.5’ -Y5- POT Sta. 8+85.0033’026020025025EXIST. C&G TIE TO 40’ DR. 4 0 ’ D R . 4 0 ’ D R . 4 4 4 5 4 8 ’ R T - Y 5 - + 0 0 45’ LT EXIST. R/W -Y5- +8545’ LT -Y5- +15.5945’ LT -Y5- +00.0139’ RT -Y5- +15.5939’ RT -Y5- +00.0 1 4 5 ’ L T - Y 5 - + 5 5 4 9 ’ L T - Y 5 - + 0 0 5 1 ’ L T - Y 5 - + 0 0 5 4 ’ L T - Y 5 - + 8 5 4 6 ’ R T - Y 5 - + 0 0 15339’ RT -Y5- P/L EXIST. R/W -Y5- P/L154NO CLAIM 4 2 ’ R T 3 9 ’ R T - Y 5 - + 0 0 39’ RT -Y5- +80EXIST. R/WDO NOT DISTURB SIGN F F F F C C F F F F F F F F F F NAD 83 / 95 R E T A I N R E T A I N RETAIN RETAINRETAINRETAIN RETAINRETAIN R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N S E E N O T E 1 R E T A I N RETAIN RETAINREVISIONS 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 . 12-JUL-2012 10:15R:\Roadway\Proj\u3338b_rdy_psh_s25.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 2 5 U - 3 3 3 8 B F O R - Y 6 - P R O F I L E S E E S H E E T 5 4 M ATCHLIN E -Y6- STA.8+00 SEE SHEET 26 C&G C&G C & G C & G B S T CURB C & G CURB C&G C O N C C & G 1 S B K B U S C O N C C & G CHL D I G R E A S E T R A P 1SBLKBUSCANOPYMTL 2 S B K B U S 1SMTL/BKBUS s o i l 2 S B L K B U S C O N C B S T B S T B S T B S T B S T B S T B S T S S WESTSIG RD (PRIVATE) 17’ BST S B S T 72"CHL & 3SBW 6 0 " C O N C 6 0 " C O N C 6 0 " C O N C 6 0 " C O N C B S T B S T B S T B S T B S T B S T B S T 1 S B K B U S C O N C 1 S B K B U S C O N C C O N C B S T 1 S M B U S CONC CONC C O N C P A R K I N G S T O P S C O N C C O N C C O N C C O N C C O N C C O N C C O N C CONC C O N C C O N C C O N C C O N C 30"CONC CURB W / B A S E L T W / B A S E L T W / B A S E L T W / B A S E L T S S L T L T C O N C 72"CHL S P A R K I N G S T O P S C O N C 24"CONC CURB 24"CONC CURB 2 4 " C O N C C U R B 8"CONC CURB 8"CONC CURB 8"CONC CURB 8 " C O N C C U R B W / C A M E R A P O L E W / B A S E L T L T 3 0 " C & G 3 0 " C & G 60" CONC8" CONC CURBBST BST CURB 8" CONC CONCCONC30" C&G 3 0 " C & G 2 4 " C & G 30" C&GBST 8 " C O N C C U R B 3 0 " C & G 80" CONC 8"CONC CURB 80" CONC US 17 MARKET ST 60’ BST A R E A LAND S C A P E LANDSCA P E T IM B E R S 8" CONC CURB S S CONC S C B T T 6 " S T E E L 1 2 " D I P 12" DIP 6 " D I P 8 " V C P 8" VCP 8 " V C P 8 " V C P 8" VCP S 1 5 " R C P C B D I 1 5 " R C P C B 12 " R C P M H 12" RCP D I 12" RCP 18" RCP 12" RCP DI C B DIDI18" RCP 12" RCPCB DI12" RCP C B 2 4 " R C P 12" RCP C B D I 2 4 " R C P TEE D I T E E 1 2 " R C P 63 .12’143.15’136.30’ 388.35’ 285.11’ E X I S T I N G R / W EXISTING R/W E X I S T I N G R / W EXISTING R/W 100.00’ 100.00’ 340.61’ D B 3 3 3 0 P G 7 4 6 I R V I N G P A R K W A Y A S S O C . , L L C D B 3 8 0 9 P G 2 1 C A J U N P R O P E R T I E S , I N C DB 2675 PG 768 EVENTIDE PROPERTIES LLC 3 0 . 0 0 ’ EXISTING R/W EXISTING R/W 10.00’ E I P E I P C A M P B E L L F O O D S T O O , L L C E I P E I P E I P R/W MON L T 15" RCP 1 2 " R C P 12" RCP 12" RCP J B ? J B ? D B 1 9 9 1 P G 8 5 B U F F E R E A S E M E N T TRAC LIMITED PARTNERSHIP DB 4140 PG 463 MB 35 PG 302 P R E M I E R H O T E L S L L C D B 4 4 9 4 P G 4 8 7 R A I N B O W E A S T , L L C D B 5 3 4 9 P G 1 8 2 4 MARKET STREET LLCDB 4779 PG 465DB 2637 PG 205 D B 1 2 2 4 P G 9 4 2 P B 1 7 P G 1 8 & T R U S T C O , N A W A C H O V I A B A N K A d j . C B C B S P E C D E T A I L W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 3 6 0 3 3 6 0 2 G R A D E T O D R A I N 3 6 0 1 3 6 0 5 3 6 0 4 3 6 0 6 S E E N O T E 1 S E E N O T E 1 3 6 0 7 3 6 0 8 3 6 0 9 R E M O V E 18" RCP-IV 12"C B D I 1 8 " R C P - I V 12" C B D I 18 " RC P- I V C B 18 " RC P - I V C B 3 6 1 1 0202 T I E T O E X I S T . C & G T I E T O E X I S T . C & G -Y6- POT Sta. 5+00.00 59’ - Y 6 - P O T S t a . 5 + 9 0 . 0 0 B E G I N C O N S T R U C T I O N 70.5’ 1 0 0 ’ T A P E R L T & R T 2 8 ’ D R 1 6 ’ D R 1 6 ’ D R 025025 2 0 ’ D R 2 4 ’ D R 2 4 ’ D R 2 4 ’ 5 9 ’ L T 5 6 ’ L T EX I S T . R / W - Y 6 - + 4 9 5 9 ’ L T 5 5 ’ L T EX I S T . R / W - Y 6 - + 6 9 5 6 ’ R T EX I S T . R / W - Y 6 - + 9 0 6 2 ’ R T 5 6 ’ R T - Y 6 - + 7 5 6 3 ’ R T 5 6 ’ R T - Y 6 - + 9 5 6 5 ’ R T 5 6 ’ R T - Y 6 - + 5 8 6 5 ’ R T 5 6 ’ R T - Y 6 - + 7 8 1 1 8 1 2 1 1 4 5 1 4 6 1 4 7 1 4 8 5 6 ’ R T - Y 6 - + 2 7 5 3 ’ L T EX I S T . R / W - Y 6 - + 9 0 F F F F F F F F F NAD 83 / 95 RETAIN RETAINR E T A I N R E T A I N R E T A I N RE T A I N RETAIN RETAIN REMOVERE T A I N R E M O V E R E T A I N SEE NOTE 1SEE NOTE 1 RETAIN R E T A I N 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:13R:\Roadway\Proj\u3338b_rdy_psh_s26.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 2 6 U - 3 3 3 8 B M ATCHLIN E -Y6- STA. 8+00 SEE SHEET 25MATCHLINE -Y5B - S T A . 1 2 + 0 0 S E E S H E E T 3 1 F O R - Y 6 - P R O F I L E S E E S H E E T 5 5 F O R - Y 5 B - P R O F I L E S E E S H E E T 5 5 P R O P O S E D S I G N A L M ATCHLIN E -Y6- STA.13+50 SEE SHEET 27 11/09/12 R/W REVISION: ADDED C/A FRO M -Y6- STA. 8+85.00 TO STA. 10+45.00 LEFT ON PARCELS 118 AND 119. - PJS S EE S H EE T 3 2 M A TC H LIN E SEE SH EE T 32 M A T C H LIN E S E E S H E E T 27 & 32 - Y 15 - S T A. 12 + 00 M A T C H L IN E 05/13/13 R/W REVISION: ADDED AN EGRESS DRIVEW AY AT -Y6- STA. 11+20+/- RT ON PARCEL 122. - PJS05/17/13 R/W REVISION: REM OVED THE TCE AT -Y6- STA. 13+15+/- ON PARCEL 120. - PJS09/20/12 R/W REVISIONS: ADJUSTED THE TCE FRO M -Y6- STATION 9+47 TO -Y6- STATION 9+81 LT. ON PARCELS 118 AND 119. - JBW10/10/13 R/W REVISIONS: CONVERTED DRIVEW AY AT -Y6- STA. 11+23 +/- RT. TO RIGHT-IN/ RIGHT-OUT AND ADDED TCE FRO M -Y5B- STA. 11+05 TO -Y6- STA. 10+50 ON PARCEL 122. - TEMAdj. MH CB SPEC DETAILA d j u s t C B 2501 2 5 0 2 2 5 0 4 A D J M H 2 5 0 7 25082509 2 5 1 1 2 5 1 2 2510 2516 S P E C . D E T A I L C B C B C B DIGRADE TO DRAIN 1 2 " H D P E C O L L A R & E X T E N D 1 8 " R C P - I V T B 2 G I 2 5 1 3 T B 2 G I 2 5 1 4 T B 2 G I 2522 12 " MIN DEPTH CB 18" 2 5 0 3 1 8 " R C P - V 12" RCP-V 24" RCP-V 2 4 " R C P - V 15" RCP- V 12" RCP-V 2 5 1 7 C B 15" R E M O V E R E M O V E C & G C&G C&G C&G C & G C & G C & G C&G CURB CB 1 S B K M O R N I N G S T A R F E L L O W S H I P C H U R C H U S 1 7 M A R K E T S T B S T B S T B S T B S T 1 S M B U S B S T B S T C O N C C O N C C O N C CONC B S T B S T 1 S B K B U S 1 S M T L B U S C O N C C O N C C O N C 3 0 " C & G 2 4 " C & G 2 4 " C & G 24" C&G 2 4 " C & G CONC C&G S 60" CONC 6 0 " C O N C 6 0 " C O N C C O N C 6 0 " C O N C LT S24" C&G S 60" CONC 6 0 " C O N C 24" C&G 24" C&G 6 0 " C O N C O A K L I V E 4 8 " O A K L I V E 4 8 " 2 4 " C & G CONC BST1SBKBUSCONCCONC30"CONC CURB30"CONC CURB 30"CONC CURB8"CONC CURB 8"CONC CURB W/BASE LTW/BASE LT 3 0 " C & G 60" CONC 30"CONC CURB CINEMA DR. 33’ BST 60" CONC 30" C&G US 17 MARKET ST 60’ BSTFLAG POLE 12 " RC P T T 8 " P V C 8" PVC 8 " P V C A B A N D O N E D S Y S T E M ? ? 10" PVC 8" VCP S S C B MH15" RCP 15" RCP 15 " R C P 15 " R C P 10" PVC 12" RC P C B C B S 15" RCPCB DICB12" RCP15" RCP15" RCP MHCB 12" RCPCB200.60’WACHOVIA BANK & TRUST CO, NADB 1224 PG 942PB 17 PG 18TRAC LIMITED PARTNERSHIPDB 4140 PG 463MB 35 PG 302 10.00’10.00’ B U F F E R E A S E M E N T 10.00’ 1 0 . 0 0 ’ NON-MUNICIPAL UTILITY EASEMENT NON-MUNICIPAL UTILITY EASEMENT EXISTING R/W P N F R E A L I T Y , L L C D B 2 7 1 3 P G 0 4 2 M B 3 8 P G 3 4 6 D B 1 5 9 9 P G 2 5 7 E I P E I P 157.14’ 100.00’ E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R /W E X I S T I N G R / W EIP E I P E I S S 1222’04" E 260.00’ R E G I O N A L P R O P E R T Y G R O U P , L L C D B 5 3 4 3 P G 2 3 8 0 F E L L O W S H IP C H U R C H M O R N IN G S T A R D B 5 3 0 8 P G 1 2 9 8 60" CONC8’ CONC CURB 60" CONC LT 30" C&G 24" C&G 2 4 " C & G 3 0 " C & G 6 " C O N C C U R B 6 " C O N C C U R B 15" RCP -BY5- 21 MB 35 PG 302 BST BK CANOPY B S T CONCCONC 1SFMTLBUS BST R C P 1 5 " BST W/BASE LTW/BASE LTBST C U R B 6 " C O N C C U R B 6 " C O N C BUFFER EASEMENT L T C A N O P Y M T L O A K L I V E 4 8 " D I CB C B 8" PVC U S 1 7 M A R K E T S T B S T M O O R E S M IN I M A R T S IN C . D B 5 4 5 9 P G 2 3 5 4 NAIL 2 S B L K / F C H U R C H T 1 2 " D I P 1 2 " D I P 6 " D I P 6 " D I P 6 " S T E E L T 6" DIP 6" STEEL T H- 3 8 C U R B 6 " C O N C 025 025 10 3 6 ’ D R 2 8 ’ D R + 5 6 . 7 5 2’ R 1 2 ’ 1 2 ’ 1 2 ’ 12’ 4 ’ 50’ R +45.32 50’ R+91.82 12’12’12’12’12’ - Y 5 B - P O T S t a . 1 0 + 0 0 . 0 0 - Y 6 - P O T S t a . 9 + 6 8 . 5 9 P R O P . 2 ’ - 6 " C O N C C & G 1 6 ’ D R 36’ 12’12’12’ 025 0 4 0 4 0 3 0 3 0 2 0 1 0 0 0 1 25’ + 5 5 . 2 0 +15.50 5 ’ S I D E W A L K 5’ SIDEWALK 5’ SIDEWALK 4’ MONOLITHIC ISLAND 4 ’ M O N O L I T H I C I S L A N D CRCR C R C R C R CR 17’12’12’ 5 ’ S I D E W A L K P R O P . 2 ’ - 6 " C O N C C & G 24’ 1 2 0 ’ L T L A N E T A P E R 4.25’ 4 ’ M O N O . I S L A N D 16.5’ +90.00 +18.00 2 ’ R 2 8 ’ D R 2 ’ R 12’12’17’ 14’12’12’ 5’ RC U R B E X I S T . T I E T O P R O P . 8 " X 1 8 " C O N C C U R B 6 " C U R B E X I S T . T I E T O 58’ LT EXIST. R/W -Y6- +2756’ RT -Y6- +9144’ RT -Y5B- +10 4 4 ’ L T - Y 5 B - + 0 1 4 4 ’ L T - Y 5 B - + 6 7 5 5 ’ L T - Y 5 B - + 4 5 6 8 ’ R T - Y 6 - + 4 6 118 1 1 9 1 2 0 121 1 2 2 6 8 ’ R T - Y 6 - + 4 6 6 8 ’ R T - Y 6 - + 7 9 9 4 ’ R T - Y 6 - + 6 7 8 9 ’ R T - Y 6 - + 4 8 6 8 ’ R T - Y 6 - + 5 3 6 6 ’ L T 5 9 ’ L T - Y 6 - + 0 6 7 0 ’ L T - Y 6 - + 8 6 6 0 . 0 0 ’ L T - Y 6 - E X I S T . R / W 45.87’ RT -Y5B- +07 7 6 . 4 ’ R T - Y 6 - + 5 1 7 4 . 5 ’ R T - Y 6 - + 7 6 7 3 . 6 7 ’ R T - Y 6 - + 4 8 5 5 ’ L T 5 0 ’ L T 4 4 ’ L T - Y 5 B - + 3 5 5 0 . 7 9 ’ L T - Y 5 B - + 0 5 5 0 ’ L T - Y 5 B - + 5 5 4 9 ’ L T - Y 5 B - + 0 0 62.43’ RT -Y6- +95 1 2 3 6 0 ’ L T - Y 6 - + 8 3 5 8 ’ L T 5 2 ’ L T E X I S T . R / W -Y 6 - + 4 7 6 0 ’ L T 5 2 ’ L T EX I S T . R / W - Y 6 - + 8 1 EXIST. R/W -Y6- +85 BEGIN C/A EX I S T . R / W - Y 6 - + 4 5 E N D C / A 7 5 . 9 5 ’ R T - Y 6 - + 5 0 F FF F F F FCC C F F F F F F F F F F F F NAD 83 / 95 R E M O V E R E T A I N R E T A I N S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 SE E N O T E 1 SEE NOTE 1SEE NOTE 1REVISIONS 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 . 15-AUG-2013 14:45R:\Roadway\Proj\u3338b_rdy_psh_s27.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 2 7 U - 3 3 3 8 B M ATCHLIN E -Y6- STA. 13+50 SEE SHEET 2609/20/12 - R/W REVISION: ADDED TDE ON PARCEL 126; AND ADJUSTED THE TCE ON PARCEL 50. - JBW M ATCHLIN E -Y6- STA. 19+00 SEE SHEET 12 THROUGH 50; ADDED DRIVEW AY CONNECTIONS TO PARCELS 47 AND 50. - PJS11/09/12 R/W REVISIONS: ADDED C/A FRO M -L- STA. 54+50.00 LEFT TO -Y6- STA. 18+30.00 RIGHT AND FRO M -Y6- STA. 18+92.00 LEFT TO -L- STA. 58+52.00 LEFT ON PARCELS 47SEE SHEET 32MATCHLINE -Y15- STA. 14+00PARCELS 124 AND 125; REVISED THE PRO PO SED R/W ON PARCEL 126; ELIM INATED THE DUE ON PARCEL 125 AND 126; REVISED THE PUE ON PARCEL 125 AND 126. - PJS05/17/13 R/W REVISIONS: ELIM INATED THE TDE ON PARCEL 50 ; REVISED THE TDE ON PARCEL 126; ADDED THE TCE ON PARCELS 124 THROUGH 126; ELIM INATED THE PRO PO SED R/W ON08/16/13 - R/W REVISIONS: REM OVED TEM PO RARY CONSTRUCTION EASEM ENT ON PARCEL 124. - JBW U S E 8 ’ B E R M A N D 2 : 1 F I L L S L O P E F O R - D R 1 - S T A . 1 0 + 2 0 T O S T A . 1 0 + 5 0 L T . F O R - D R 1 - P R O F I L E S E E S H E E T 6 3 F O R - Y 1 5 - P R O F I L E S E E S H E E T 6 2 F O R - Y 6 - P R O F I L E S E E S H E E T 5 6 W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 2614 2 6 1 7 2 6 1 3 C B M I N D E P T H M I N D E P T H C B C B R E M O V E R E M O V E R E T A I N 2 6 1 2 2 6 1 6 R E T A I N 2 6 1 5 18" RCP-V 18" RCP-V S E E N O T E 1 S E E N O T E 1 2 6 2 0 2518 DI MIN DEPTH 15" RCP-V 15" RCP-V 1 5 " R C P - V 1 2 " R C P - V 1 2 " R C P - V 15" RCP-V 2 6 4 0 T B 2 G I M I N D E P T H 2 6 4 1 T B 2 G I M I N D E P T H C B M I N D E P T H 2 6 4 2 C B M I N D E P T H 2 6 4 3 2 6 4 4 C B M I N D E P T H CB MIN DEPTH 2645 2646 CB DI 264715"2631T B 2 G I 15 " 2 6 3 0 1 5 " R C P - V R E M O V E RETAIN15" S E E N O T E 1 RETAIN 1 5 " R C P - V 1 5 " R C P - V 12 " RC P- V 15" RCP-V C B 2 6 2 2 2 6 2 3 2 6 2 1 2 6 2 0 C L B R I P R A P 2 6 2 4 C B M I N D E P T H C B M I N D E P T H REMOVE C B M I N D E P T H 2619TB 2GI12" RCP-V 1 5 " R C P - V 1 2 " R C P - V CB 5 S Y G E O T E X T I L E E S T . 1 T O N C & G C&G C & G C & G C&G C U R B CURB C U R B B S T C&G CURB CURB CURB CURB C O N C S C B CONC C & G C & G C & G CURB C ON C C O N C C O N C C O N C BST 3 0 " C & G24" C&G 24" C&G 48" CHL STATION MONITORING PARKING CURB STOPS CONC CONC S 6 0 " C O N C 6 0 " C O N C 6 0 " C O N C L T 6 0 " C O N C L T 48" CHL 4 8 " C H L 4 8 " C H L S S 6 0 " C O N C C O N C 48" CONC 60" CONC 1 S B K B U S 6 0 " C O N C S S O A K L I V E 4 8 " 3 0 " C & G U S 17 MAR K E T S T 7 0 B S T C J V5 3 C J V6 6 12 " RC P T CO 8" PVC 10" DIP10" DIP 10 " DIP CO S S 15 " R C P 15" RCP C B 12 " RC P 12 " RCP CB E I P C M 8 . 8 1 ’ EIP141.87’70.05’ 54.23’ "X" CUT E I P E I P 301.62’ 305 .06 ’ 305.06’ P K P K E X I S T I N G R / W E X I S T I N G R / W 91.75’ 30.18’ 268.50’ 10’ INGRESS, EGRESS, & REGRESS EASEMENT C M S 15" HDPE 15" HDPE 1 5 " H D P E 1 5 " R C P J B O V E R F L O W J B W / S 1 5 " C M P 12" HDPE 24" C&G 24" C&G 24" C&G 24" C & G 6" WD CURB 1 0 " C O N C W A L L SPEED BUMPS SPEED BUMPS 1 0 " C O N C W A L L 18" CONC WALL 24" C&G 2 4 " C & G 6 " C O N C C U R B 6 " C O N C C U R B 6 " C O N C C U R B D319439.95EL*30041EL*30042 15 " R C P -BY5- 22 EXISTING R/W (VARIES) D B 5 0 8 8 P G 2 4 5 0 L O D G I N G E N T E R P R I S E S , L L C D B 5 4 3 3 P G 1 6 9 3 C L I H O L D I N G S , L L C D B 5 2 6 9 P G 2 8 5 8 D B 5 3 7 4 P G 4 2 1 C A R M I N E , L L C D B 5 2 2 7 P G 1 0 5 6 D B 5 2 4 6 P G 5 2 1 D B 6 8 4 P G 1 4 D B 5 3 7 4 P G 4 1 8 THE FOUR MUSSERSDB 1599 PG 257 M B 5 1 P G 3 9 0 DB 1611 PG 519 DB 5305 PG 1082 OAK LIVE 48" B S T 1SBKBUS 12 " RC P SCBBSTLTLTS B S T B S T B S T B S T L T L T S B S T C B V A C U U M M O T E L 1 S M B U S L T B S T 1 S M B U S B S T L T 1 S B K B U S B S T B K NOT BAD LLCDB 5128 PG 2368MB 4 PG 89 C M GUYS CONC DI C O N C S C O N C C B M O T E L 1 S M B U S B S T 72" BK L T BST B S T C O N C C A P S F I L L E R C O N C B S T S BST 1SMBUS L T C O N C V A C U U M L T L T L T 1 5 . 7 7 ’ M C D O N A L D S R E A L E S T A T E , C O . P O O L C O N C B S T H D P E 12 " L T EGRESS EASEMENT 30’ INGRESS & 12" RCP ( T H I S E N D ) 1 5 " H D P E 100.00’ DB 1599 PG 257 REGIONAL PROPERTY GROUP, LLCDB 5343 PG 2380 BREEZEWAY BREEZEWAY SR 1301 PRINCESS PLACE DR BST RI CS5, LLC 12.50’ 12.50’ R O O M R O O M R O O M R O O M 12.50’ 12.50’ B Y5 2 2 4 0 .4 9 T BOX HOT 1 2 " D I P 8" TYPE UNKNOWN6 " D I P 6" DIP 6" STEEL 6 " S T E E L 2" STEEL 6 " S T E E L T H- 3 9 T H- 4 1 A T H- 4 1B T H- 4 0 HERBERT C. FISHER, ET UXDB 4962 PG 86MB 4 PG 89 025 025025 025 36’60’ 36’ DR -Y15- 12’12’11’11’12’12’14’ P R O P . 2 ’ - 6 " C O N C C & G 2’R 12’ 60’36’ 5.5’ +76.50 5 ’ S I D E W A L K 5 ’ S I D E W A L K 5’ SIDEWALK 4 ’ M O N O L I T H I C I S L A N D 3 2 ’ D R . 3 6 ’ D R 3 6 ’ D R 2 8 ’ D R 5’ SIDEWA L K PROP. 2’-6" CONC C & G 1 5 -Y15- PT Sta. 15+17.46-Y15- POT Sta. 1 5 + 4 3 . 4 7 L = 117.14’PI Sta 14+66.65DT = 66.33’R = 100.00’ P I S t a 1 0 + 6 1 . 7 7 DL = 1 1 0 . 6 7 ’ T = 6 1 . 7 7 ’ R = 1 0 0 . 0 0 ’ P I S t a 1 1 + 3 7 . 0 4 DL = 5 1 . 5 7 ’ T = 2 6 . 3 7 ’ R = 1 0 0 . 0 0 ’ - D R 1 - -Y15- PC Sta. 14+00.32-DR 1 - P T S t a . 1 1 + 6 2 . 2 4 -Y6- POT Sta. 1 4 + 0 0 . 0 0 = 0202020101000000000101150202 -DR1- PRC Sta. 11+1 0 . 6 7 - D R 1 - P O T S t a . 1 2 + 7 3 . 0 1 40’ DR4’ MONO. ISLAND 16.5’ 9.25’ 9.25’ 25’ R 10’ R10’ R 50’ R 10 ’ 10 ’ 02 02 -DR1- PC Sta. 10+00.00 -Y15- POC Sta. 14+45.00=USE 8’ BERM AND 2:1 FILL SLOPE FOR - D R 1 - S T A . 1 0 + 2 0 T O S T A . 1 0 + 5 0 L T . 123 124125 1 2 6 127 1 2 8 7 6 ’ R T 6 8 ’ R T - Y 6 - + 3 4 76’ RT -Y6- + 7 0 85’ RT -Y6- +52 8 5 ’ L T - Y 6 - + 1 7 7 1 ’ L T - Y 6 - + 2 4 7 7 ’ R T - Y 6 - + 5 0 5 0 4 8 4 7 7 8 ’ L T - Y 6 - + 3 7 8 1 ’ L T 7 5 ’ L T 7 1 ’ L T - Y 6 - + 3 0 9 2 ’ L T 8 2 ’ L T - Y 6 - + 8 8 6 8 ’ R T - Y 6 - + 3 0 B E G I N C / A 6 8 ’ L T - Y 6 - + 9 2 B E G I N C / A 8 0 . 7 2 ’ L T - Y 6 - + 9 7 . 5 3 9 6 ’ L T - Y 6 - + 1 7 7 7 . 9 9 ’ L T - Y 6 - + 4 1 7 8 ’ L T - Y 6 - + 9 8 7 9 ’ L T - Y 6 - + 7 7 7 6 . 2 8 ’ L T . - Y 6 - + 8 0 7 6 ’ L T - Y 6 - + 7 0 4 2 ’ L T . - D R 1 - + 8 3 34’ LT.-DR1- +7534’ LT.-DR1- +55 EXIST. R/W -Y15- +07.41 59.08’ LT -Y15- +13.0817’ LT.-DR1- +56.49 1 7 ’ L T . - D R 1 - + 1 0 . 6 7 1 7 . 0 6 ’ L T . - D R 1 - + 6 5 . 4 6 8 4 . 6 3 ’ L T - Y 6 - + 1 6 32.55’ LT.-DR1- +43.5426.09’ LT.-DR1- +41.52FF F CF C F FF C F F F F F F F FFFF F NAD 83 / 95 SEE NOTE 1SEE NOTE 1SEE N O T E 1 RE T A I N R E T A I N R E T A I N R E T A I N RETAIN RETAIN R E T A I N R E T A I N RE T A I N R E T A I N RETAIN RETAIN RETAIN R E P L A C E W I T H C O L L A R R E M O V E C B RETAINRETAINMATCHLINE -Y6- STA.22+50 SEE SHEET 12REVISIONS 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 . 04-APR-2014 12:29R:\Roadway\Proj\u3338b_rdy_psh_s28.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 2 8 U - 3 3 3 8 B M ATCHLIN E -Y6- STA.28+00 SEE SHEET 29 F O R - Y 6 - P R O F I L E S E E S H E E T 5 6 & 5 7 09/20/12 - R/W REVISION: DELETED DUE AT -Y6- STATION 26+00 LT. AND ADJUSTED THE PUE AT -Y6- STATION 25+90 LT. ON PARCEL 52. - JBW 04/09/14 - R/W REVISIONS: CONVERTED PUE TO AUE ON PARCELS 46 AND 51. - JBW8" C O N C C U R B C O N C C O N C C O N C C O N C B S T B S T B S T 3 0 " C & G L T S LTS 60" CONCCB24" C&G 30" C&G 3 0 " C & G 6 0 " C O N C 24" C&G S L T 24 " C&G L T 6 0 " C O N C 3 0 " C & G 1 5 " R C P +/- DIRE C T I O N 12" R C P 30" RCP CT T T C O 10" PVC10" PVC 1 0 " P V C 1 0 " P V C 1 0 " P V C 1 0 " P V C 1 0 " P V C 18" RCP 15" RCP 15" RCP S 18" RCPCB C B D I 15" RCP 15 " R C P CB CB POS S I B L E J B P K 200.00’ 0 . 8 7 ’ 25 ’ ACCESS , EGRESS , & INGRESS EASEMENT 20’ ACCESS , EGRESS , & INGRESS EASEMENT DOT 9 .8039019 SHT . 4 30’ ACCESS , EGRESS , & INGRESS EASEMENT 8 " C O N C C U R B CONCCONC12" RCP12" RCPDI W/LT 6 " C O N C C U R B 24" C&G 24" C&G 24" C & G 8 " C O N C C U R B C O N C C O N C 8" CONC CURB8" CONC CURB6" CONC CURB - B Y 5 - 2 3 DB 764 PG 354DB 1131 PG 165DB 1131 PG 166 M A R K E T P L A Z A C E N T E R , L L C . D B 5 3 6 4 P G 1 7 7 7 D B 8 1 5 P G 4 1 1 D B 7 9 0 P G 3 5 2 D B 7 8 9 P G 1 3 1 D B 1 6 3 7 P G 1 9 4 4 D B 1 9 1 3 P G 4 0 6 D B 7 9 1 P G 1 1 2 B I L T M O R E D E V E L O P E R S , L L C D B 5 0 4 2 P G 1 9 5 D B 5 1 5 8 P G 2 6 5 9 D B 7 8 9 P G 1 3 1 M B 7 P G 2 M A R K E T & K E R R , L L C . D B 5 3 7 8 P G 2 4 6 1 M B 4 P G 8 0 1 S M B U S B S T B S T B S T M E T E R E L E C T R I C 8" CONC CURB C B 10 " P V C 1 5 " R C P + / - D I R E C T I O N 15" RCPLTLTBSTBSTBSTBST8" CONC CURB 8" CONC CURB 8" CONC CURB C B C O N C B S T B S T L T 1 0 " P V C 6 " C O N C C U R B ET UXH. L. PREVATTE,WG51138.60 WG51238.48 WG51338.39 WG51438.68 WG515S 1 5 " R C P 15" RCP12 " R C P 15" RCP 15" RCPCB 6 0 " C O N C 30" C&G D I C H A N N E L D R A I N PLANTER PLANTER PLANTERABANDONED LTLT L T COSPIGOTD I DI C B 18" C&G CURB IS PARKING LOT ALL CONC B S T BST B S T C O N C E X I S T I N G R / W E X I S T I N G R / W 18" C&G 18" C&G 6" CONC6" CONC U S 17 MA R K E T S T R E E T 7 0 B S T CT T T ME T E R E L E C T R IC 6 " D I P 8" DIP 1 2 " D I P 1 2 " D I P 6 " S T E E L 6 " S T E E L T H- 4 3 TH-42 A TH-42B TH-19 2 7 0 2 2 7 0 4 2 7 0 5 270 6 W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : TB 2GICB C B C B 2 7 1 0 1 5 " R C P C O L L A R A N D E X T E N D IN S T A L L C B R E M O V E M A N H O L E T O D R 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 G R A D E 2 7 1 1 T B J B w / S l a b L i d R E M O V E 8 ’ o f 1 8 " C O N C R E M O V E J B 2712 2 7 0 7 1 5 " R C P - V 1 8 " R C P - V 18" RCP-V 18" RCP-V 18" RCP-V 025025025 025025 025 25 3 6 ’ D R 24’58’ 3 6 ’ D R 38.75’50.75’12’12’12’10’10’12’12’ P R O P . 8 " X 1 8 " C O N C C U R B P R O P . 2 ’ - 6 " C O N C C & G 5’ SIDEWALK5’ SIDEWALK 5 ’ S I D E W A L K 5 ’ S I D E W A L K CONC CURBPROP. 8"X18"6’ MONOLITHIC ISLAND 7.5’ L T L A N E T A P E R 3 0 0 ’ R E V E R S I B L E +29.60 L T L A N E T A P E R R E V E R S I B L E 3 0 0 ’ B E G . 8 " X 1 8 " C U R B - Y 6 - + 8 5 . 7 5 L T . 3 6 ’ D R E N D 8 " X 1 8 " C U R B - Y 6 - + 2 1 . 7 6 L T . B E G . 8 " X 1 8 " C U R B - Y 6 - + 4 4 . 0 0 L T . 3 6 ’ D R 5 0 ’ D R 1 2 9 5 2 51 4 6 63’ RT 54’ RT -Y6- +78 85’ LT -Y6- +84 6 3 ’ R T 6 1 ’ R T 5 4 ’ R T - Y 6 - + 3 7 6 6 ’ R T - Y 6 - + 7 5 6 3 ’ R T - Y 6 - + 9 3 5 5 . 7 5 ’ R T - Y 6 - + 2 9 . 7 9 5 4 ’ R T - Y 6 - + 0 7 . 8 1 8 0 ’ L T - Y 6 - + 9 0 F F F F F F F F NAD 83 / 95 R E T A I N RE T A I N RETAIN GRADE TO DRAIN 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:13R:\Roadway\Proj\u3338b_rdy_psh_s29.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 2 9 U - 3 3 3 8 B M A T C H LI N E - Y 7 A - S T A . 2 2 + 5 0 S E E S H E E T 3 6 M A TC H LIN E - Y16 - S TA .16 + 5 0 S EE S H EE T 3 3 M ATCHLIN E -Y6- STA.33+25 SEE SHEET 30 F O R - Y 1 6 - P R O F I L E S E E S H E E T 6 2 F O R - Y 7 A - P R O F I L E S E E S H E E T 5 9 F O R - Y 6 - P R O F I L E S E E S H E E T 5 7 P R O P O S E D S I G N A L M ATCHLIN E -Y6- STA.28+00 SEE SHEET 28PARCEL 130. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 129, 130, 132 AND 133; AND EXTENDED THE PUE TO THE PRO PO SED RIGHT O F W AY AT -Y6- STATION 30+15.91 ON 06/14/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 134. - JBW10/10/13 - R/W REVISIONS: SUBDIVIDED PARCEL 130 INTO PARCELS 130 AND 130A; UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCELS 130 AND 130A. - TEM C U R B C U R B C & G C U R B C U R B C&G C&G CURB M T L 1 S B L K B U S W D G R WD RAMP C ON C C U R B C U R B C O N C CONC C O N C C O N C 3 0 " C & G 30" C&G 3 0 " C & G C ON C C & G BST30" C&G60" CONC 6 0 " C O N C S 6 0 " C O N C CONC S 24" C&G24" C&G LT 60" CONC 6 0 " C O N C 6 0 " C O N C S 9 3 72"WD 48"BLK WALL WD WA L K 1 S F B U S C A R P O R T M T L C O N C 9 ’ 1 S B L K B U S B S T 24 "C&G S 6 0 " C O N C A W N I N G S W R O U G H T I R O N 3 6 " 7 2 " C O N C P A R K I N G S T O P S JACKSONV ILLE ST 27 ’ BST 6 0 " C O N C 1 S M B U S 60"CONC 60"CONC B S T B S T 6 " C O N C C U R B 1 8 " C O N C C U R B S H E D G E 3 0 " C & G L T 3 0 " C & G S 10" PVC 1 0 " P V C 1 0 " P V C 1 0 " P V C 12" PVC 1 0 " P V C 1 0 " P V C PK S C B C B 1 2 " R C P 1 2 " R C P 1 2 " R C P CB 12" RCP 6" PVC 18" RCP D I 12" RCP 12 " RC P D I D I 1 5 " R C P CBCB D I S 12" RC P 12 " R C P C B C B J B 12" RCP 12 " RC P 1 5 " R C P 12 " RC P 15" RCP D I J B J B D I 12 " RC P J B 15 " R C P M H C B 73.64’ EXISTING R/W EXISTING R/W 283.38’ EIP E I P 100.00’ E X I S T I N G R / W E X I S T I N G R / W E I P E I P E I S C M S 0036 ’11" E219.56’41.63’ 6 " C O N C C U R B 3 0 " C & G 48" CONC L T L T 24 " C&G 24 " C&G 3 0 " C & G H/ WA L L 0 .8 ’ C ON C DB 5695 PG 594MB 4 PG 80 W IL M IN G T O N H O S P IT A L IT Y L L C D B 2 7 0 8 P G 3 3 2 D B 4 1 2 9 P G 5 7 D B 3 0 9 5 P G 2 8 0 M B 4 5 P G 1 0 4 9 9 9 6 E 4 1 8 D B 2 1 4 8 P G 7 7 D B 2 1 4 8 P G 7 4 D B 7 2 2 P G 5 2 2 D B 7 2 1 P G 4 3 5 C H A R L E S R A Y E D E N S D B 2 14 8 P G 7 7 D B 2 14 8 P G 7 4 D B 2 0 0 6 P G 3 7 0 BILTMORE DEVELOPERS, LLCDB 5042 PG 195DB 5158 PG 2659DB 789 PG 131MB 7 PG 2 MARKET & KERR, LLC.DB 5378 PG 2461MB 4 PG 80US 17 MARKET STREET 70’ BST G R A S S 9 6 " C O N C B S T S B S T C O N C B S T S C&G B S T 18" C&G 18" C&G 2 4 ’ B S T C B G R B S T 1 S F B U S D B 5 6 9 5 P G 5 8 8 M B 4 P G 8 0 C U R B 6 " C O N C S 1 S F B U S 3 1 . 7 B S T 1 S B K B U S G R 9 ’ B S T R/W EXISTING C O N C WILMINGTON AVE 31’ BST W / W A L L 0 . 3 ’ C O N C B O X C O N C W / B A S E L T - B Y 5 - 2 4 1 2 " R C P 6" CONC CURB O C E A N T O WE R S 2 L L C D B 5 5 2 7 P G 2 1 6 8 BOX HOT 6 " D I P 12" DIP6" STEEL 6 " S T E E L 6 " D I P T H - 4 6 T H - 4 5 T H- 4 7 T H- 4 8 T H- 4 4 8" DIP 1 2 " S T E E L S A M B A S S H E I R S PREVATTE PROPERTIES, LLCS 0039’11" E 541.91’ D B 5 6 9 5 P G 5 8 8 M B 4 P G 8 0 M A R K E T S T R E E T V E N T U R E S , L L C M A R K E T S T R E E T V E N T U R E S , L L C 12" RCP - I V 1 5 " R C P - I V 15" RC P-IV 12" RC P-I V 1 5 " R C P - I V 1 5 " R C P - I V 18" RCP-IV 1 5 " R C P - I V 2801 2 8 0 2 2 8 0 3 2804 2 8 0 5 2 8 0 6 2 8 0 7 2 8 0 8 2 8 0 9 2 8 1 1 2 8 1 0 CB C B T B 2 G I C B C B C B C B T B 2 G I C B WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 S E E N O T E 1 S E E N O T E 1 Adjust CB A d j u s t C B R E T A I N S E E N O T E 1 R E M O V E R E T A I N 15 " RC P-I V S E E N O T E 1 R E M O V E 15" RCP-IV 15" R CP-I V 18 " RC P-I V 15 " RC P -I V 12"R E T A I N R E M O V E D I 2 8 1 8 2 8 1 2 C L B R I P R A P C L B R I P R A P 2 8 1 6 1 2 " 1 2 " R C P - V 2 8 1 9 2 8 1 4 C B M I N D T B 2 G I M I N D 2 8 1 5 2 8 1 7 RETAIN RETA IN C B 12" RCP-V 12" RCP-V 5 S Y G E O T E X T I L E E S T . 2 T O N S 5 S Y G E O T E X T I L E E S T . 2 T O N S 025 30 36’ DR 48’ +09.00 PROP. 2’-6" CONC C&G PROP. 8"X18" CONC CURBPROP. 2’-6" CONC C&G025025025 025025 0 2 5 0 2 5 0 0 0 0 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 4 ’ 12’12’12’ 12’12’12’ 12’12’12’12’12’12’ 50’ R 50’ R 50’ R 12 ’ 12 ’ 12 ’ 4 ’ +38.00 2 ’ R + 2 6 .0 0 2 ’R 2’R + 3 5 . 0 0 50’ R 025025 0 2 0 1 0 1 0 2 20’ .0 0 20 ’ + 13 .01 .01 .02 .02 .0 25 .02 5 + 0 5 . 6 6 2 ’ R 2 0 ’ D R 2 0 ’ D R 3 6 ’ D R 3 2 ’ D R PROP. 2’-6" CONC C&G PROP. 2’-6" CONC C&G PROP . 2’-6" CONC C&G PROP . 2’-6" CONC C&G +53.38 -Y6- +33.58 -Y6- +87.70 -Y6- +99.90 -Y6- + 1 3 . 8 4 - Y 7 A - + 1 3 . 5 4 - Y 7 A - - Y16 - + 8 5 .8 8 5 ’ S I D E W A L K 5’ SIDEWALK 7.25’ MONOLITHIC ISLAND 3 . 6 2 5 ’ R 36’ 8.75’LT LANE TAPER REVERSIBLE 300’ - Y 7 A - P O T S t a . 2 5 + 1 3 . 4 5 - Y 6 - P O T S t a . 3 0 + 7 7 . 7 4 - Y 1 6 - P O T S t a . 1 7 + 8 5 . 0 0 BEG. 8" X 1 8 " C U R B -Y6- +31. 1 3 L T . E N D 8 " X 1 8 " C U R B - Y 7 A - + 1 3 . 8 4 R T . END 8" X 18" C U R B -Y6- +95.05 L T . B E G . 8 " X 1 8 " C U R B - Y 6 - + 4 2 . 8 6 L T . 4 5 ’ R T - Y 7 A - + 1 3 4 5 ’ L T - Y 7 A - + 1 3 6 8 ’ L T - Y 6 - + 5 4 5 4 ’ R T - Y 6 - + 8 7 3 7 ’ L T - Y 1 6 - + 8 5 3 7 ’ R T - Y 1 6 - + 2 1 EX I S T . R / W - Y 6 - + 3 0 129 130 1 3 0 A 1 3 1 1 3 2 1 3 3 1 3 4 5254’ RT -Y6- +9875’ RT -Y6- + 1 9 54’ RT -Y6- +26 5 4 ’ R T - Y 6 - + 6 2 6 1 ’ R T - Y 6 - + 3 4 8 0 ’ R T - Y 6 - + 6 8 8 0 ’ R T - Y 6 - + 8 8 5 9 . 5 8 ’ R T - Y 6 - + 1 6 8 6 ’ L T 8 0 ’ L T - Y 6 - + 2 4 8 7 ’ L T - Y 6 - + 0 4 7 7 ’ L T - Y 6 - + 0 3 9 1 ’ L T - Y 6 - + 5 0 8 3 ’ L T - Y 6 - + 4 8 5 9 ’ R T 5 4 ’ R T - Y 7 A - + 5 1 5 9 ’ R T - Y 7 A - + 8 7 7 8 ’ L T - Y 6 - + 6 8 8 3 ’ L T - Y 6 - + 7 3 9 1 ’ L T 8 3 ’ L T - Y 6 - + 8 2 58’ RT -Y6- +02 5 8 . 3 8 ’ R T - Y 6 - + 3 1 5 8 . 3 3 ’ R T - Y 6 - + 6 3 4 8 . 4 8 ’ L T - Y 1 6 - + 9 3 3 7 ’ L T - Y 1 6 - + 5 5 E X I S T . R / W - Y 6 - + 9 6 4 8 . 8 5 ’ L T - Y 7 A - + 1 7 EX I S T . R / W - Y 6 - + 0 9 . 4 2 6 5 . 7 5 ’ L T - Y 6 - + 9 9 . 9 0 EX I S T . R / W - Y 6 - + 5 0 4 9 ’ L T - Y 7 A - + 5 0 8 3 ’ L T - Y 6 - + 1 5 . 9 1 5 9 ’ L T 4 5 ’ L T - Y 7 A - + 1 8 1 3 0 A F F F F F F F F C F C F F F F F NAD 83 / 95 G R O U N D N A T U R A L 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 . P R O J E C T R E F E R E N C E N O . 12-JUL-2012 10:15R:\Roadway\Proj\u3338b_rdy_psh_s30.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 3 0 U - 3 3 3 8 B F O R - Y 6 - P R O F I L E S E E S H E E T 5 7 M ATCHLIN E -Y6- STA.33+25 SEE SHEET 29 CURB BST CURB CURB CONCCONC C O N C F O U N D A T I O N GR GRCHL S G CURB D I C U R B C&G v24"C&G 6 0 " C O N C S GRV GRV CONC 15’1SFBUS 8 " C O N C C U R B 8" CONC CURB 8 " C O N C C U R B C O N C F O U N D A T I O N B S T B S T L T NEW BERN ST 27’ BST 8" CONC CURB 8" CONC CURB C O N C P A D W O O D S 6 0 " C O N C 6 0 " C O N C C O N C M T L C A N O P Y 1 S B K B U S C O N C P A D T A N K C A P S 8 " B S T C U R B 8 " B S T C U R B C O N C B S T B S T 2 4 " C O N C C U R B 8 " B S T C U R B 8 " B S T C U R B F O U N T A I N 4 2 " B L K W A L L S 2 4 " C O N C C U R B C O N C P A D 3 X 1 0 W / B A S E L T T R E E S P A L M W / B A S E L T 24"CON C C U R B S CONC PAD6" CONC CURB BST BSTHEDGE A R E A L A N D S C A P E L T L T 3 0 " C O N C C U R B US 17 MARKET STREET 70 BST 3 0 " C & G 3 0 " C & G BST 24 " C&G 24" C&G 3 0 " C & G W V V A U L T W V V A U L T 6" STEE L 6 " D I P EOI10" PVC 1 0 " P V C 1 0 " P V C 1 0 " P V C S 12" R C P 1 2 " R C P C B C B C B C B 1 5 " R C P 15" RCP12" RCP15" RCP15" RCP12" RCP CB JBDIMHCB 150.00’ 114.34’ 1091.36’ 175 .84 ’ 100.00’ 100.00’ EXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W EXISTING R /W EXISTING R /W EXISTING R/W 6 2 .4 0 ’ 1 2 5. 0 0 ’ DB 1364 PG 145 20 FT. PUBLIC WATERLINE EASEMENT (VAR.) E I P E I P EIPEIR E I R E I P E I P 15" RCP WILMINGTON HOSPITALITY LLCDB 2708 PG 332DB 4129 PG 57DB 3095 PG 280MB 45 PG 104 H O T E L S P L U S L L C D B 4 3 9 5 P G 2 7 4 D B 1 3 6 4 P G 1 4 5 W . K . H O B B S I N V E S T M E N T , L L C . D B 5 4 3 6 P G 9 0 9 D O R I S L . T H O M P S O N D B 9 9 0 4 P G 2 0 9 7 D B 1 8 8 1 P G 5 6 3 B K 6 6 P G 1 4 8 P E T E R D O U K A S D B 1 8 9 5 P G 5 6 7 D B 9 8 7 P G 7 3 4 B K 6 6 P G 1 4 8 CB SPEC. DETAILw/ TB JB w/MH REPLACE JB 37013703RETAIN ( N O T T O S C A L E ) D E T A I L ? 3:1 3:1 3:1 3 ’ S P E C I A L B A C K O F C U R B F A L S E C U T D I T C H F R O M - Y 6 - S T A . 3 3 + 5 0 T O S T A . 3 4 + 1 3 L T d M i n d = 1 ’ SEE DETAIL ?SPECIAL DITCHCURB CUTRETAINRETAIN R E T A I N R E T A I N R E T A I N RETAIN E N D C O N S T R U C T I O N 35 POT Sta. 37+59.52 T I E T O E X I S T . C & G 61’ 100’ TAPER24’48’5.5’ - Y 6 - P O T S t a . 3 4 + 7 0 . 0 0 +69.7677.5’2’R010 010 000 000 48’025025020020 +70 END 8" X 18" CURB -Y6- +25.45 LT.80’ LT -Y6- +1856 . 8 8 ’ L T -Y 6 - + 2 5 68’ LT -Y6- +70 EX I S T . R / W - Y 6 - + 6 0 131 1 4 9 80’ LT 68’ LT -Y6- +3564 ’ L T -Y 6 - + 2 2 . 8 4 5 4 ’ L T EX I S T . R / W - Y 6 - + 7 0 80’ LT -Y6- +99 197’ LT -Y6- +78198’ LT -Y6- +87 F NAD 83 / 95 R E T A I N R E T A I N RETAIN RETAINRETAIN R E T A I N R E T A I N R E T A I N R E T A I N RETAIN RETAIN 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 . P R O J E C T R E F E R E N C E N O . 15-JAN-2014 07:07R:\Roadway\Proj\u3338b_rdy_psh_s31.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 F O R - Y 5 B - P R O F I L E S E E S H E E T 5 5 U - 3 3 3 8 B 3 1 M ATCH LIN E -Y5B- STA. 12+00 SEE SH EET 2609/20/12 - R/W REVISION: ELIM INATED THE R/W AND CLAIM ON PARCEL 144. - JBW 06/14/13 - R/W REVISION: REVISED THE PRO PO SED RIGHT O F W AY AND TEM PO RARY CONSTRUCTION EASEM ENT ON PARCEL 143. - JBW01/17/14 - R/W REVISION: ADDED A DRIVEW AY AT -Y5B- STA. 14+10 RT. ON PARCEL 121. - PJSBST SCONCCONC DI DI DI BST BST BST 1SM TLBUS C O N C DI DI 1SBKBUS 1SBKBUS B S T B S T B ST BST VOLLEY BALL COURTS C U R B 18" RCP CB 42" RCP 18 " RC P 1 5 " R C P 15" RCP DI 1 2 " H D P E 15" RCP1 2 " R C P DI CB T C T T C 10" PVC S S C B C B MHMH M H 5 4 " RC P 18" R CP 18 " R C P 18 " RC P 5 4 " RC P 42" RCP 2 4 " R C P 24" RCP 10 " P V C 10 " P V C 1 0 " P V C 10.00’10.00’EXISTING R/W S 76 54’59" W 303.15’ N 7749’41" E162.97’ S 1 2 2 2 ’ 0 4 " E 2 0 0. 4 9 ’ S 76 50’52" W 162.46’ 100.00’EXISTING R/W N 8602 ’40" E 168.44’ S 1 2 1 8 ’ 1 2 " E 1 6. 1 1’ C M C M LT LT LT 8 " C U R B 8 " C U R B 8 " C U R B 8" CURB 24" C&G 2 4 " C & G 2 4 " C & G 24" C&G 24" C&G 24" C&G 24 " C & G 24" C & G 24" C & G 24 " C & G 24" C&G 78" CONC 78" CONC LT LT 24 " C & G 60" C O N C 1 8 " C & G 1 8 " C & G 1 8 " C & G 24" C & G 60 " C ONC 24" C&G 24" C &G 24" C&G 24" C&G24" C&G C O N C CONC 6 0 " C O N C 24" C&G 20’ CHL/NET 2 0 ’ C H L/ N E T 6" CONC CURB6" CONC CURB 6" CONC CURB6" CONC CURB 8" CONC CURB 8" CONC CURB 8" CONC CURB 8" CONC CURB 8 " C O N C C U R B 8" CONC CURB 8" C ON C C U R B PNF REALITY, LLCMB 38 PG 346 B O K E N , L L C D B 5 2 5 8 P G 1 0 9 8 M B 3 8 P G 3 4 6 S P I R I T M A S T E R F U N D I N G I I , L L C D B 4 9 3 8 P G 2 6 0 3 M B 3 5 P G 3 3 3 M B 3 7 P G 3 5 6 I C O N P R O P E R T I E S , L L C D B 4 4 2 8 P G 4 6 2 M B 3 6 P G 2 2 0 T R A C L I M I T E D P A R T N E R S H I P D B 4 1 4 0 P G 4 6 3 M B 3 5 P G 3 0 2 P R E M I E R H O T E L S L L C D B 4 4 9 4 P G 4 8 7 NON-MUNICIPAL UTILITY EASEMENT N O N - M U NI CI P A L U T I LI T Y E A S E M E N T NO N -MUN IC IPA L U T IL IT Y E A SE M E N T N O N -MU N IC IPA L U T ILIT Y EA SEM E N T E X IS T IN G R /W E X IST IN G R /W 10 0. 00 ’ 10. 00 ’ 10. 00 ’ THE FOUR MUSSERSDB 1611 PG 519DB 1599 PG 257DB 1599 PG 257REGIONAL PROPERTY GROUP, LLCDB 5343 PG 2380DB 2713 PG 42 D B 5 2 6 6 P G 1 7 2 M B 3 6 P G 2 2 0 142.71’ S 76 57’35" W 256.58’ P A R K H O A C I N E M A D R I V E O F F I C E CINEMA DR. 33’ BST T C T T C 8 " DI P 3501CB12" RCP-V 12" RCP-V 15 02 P I S t a 1 5 + 3 8 . 6 5 DL = 1 8 1 . 3 6 ’ T = 9 5 . 5 5 ’ R = 2 3 3 . 0 0 ’ - Y 5 B - 025 02 03 02 025 +56.75 53.5’ 03 04 33’ 12’12’12’12’025 2 5 ’ 28’ DR 28’ DR 3 8 ’ D R 1 0 0 ’ T A P E R L T & R T - Y 5 B - P T S t a . 1 4 + 5 8 . 7 5 B E G I N C O N S T R U C T I O N - Y5 B - P C S t a . 14 + 4 3 .10 - Y 5 B- P T St a. 16 + 2 4. 45 - Y 5B- P O T St a. 16 + 86. 52 +58.75 4’ MONOLITHIC ISL A N D 5.5’ 4 5 ’ D R 4 4 ’ L T - Y 5 B - + 4 3 . 1 0 4 4 ’ L T EX I S T . R / W - Y 5 B - + 5 8 . 7 5 1 4 3 122 1 2 1 4 7 ’ R T - Y 5 B - + 5 0 4 4 ’ R T - Y 5 B - + 1 0 49’ LT-Y5B- +0049’ LT -Y5B- +00 51’ LT -Y5B- +00 49’ LT -Y5B- +50 4 4 ’ L T - Y 5 B - + 0 0 4 4 ’ R T EX I S T R / W - Y 5 B - + 4 3 . 1 0 -Y5B- +3044’ LT EXIST R/W N O C L A I M 1 4 4 C F F C C C F F N A D 8 3 / 9 5 R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N R E T A I N RETAINRETAIN R E T A I N S E E N O T E 1 S E E N O T E 1 R E T A I N RE T A I N R E T A I N R E T A I N R E T A I N M ATCHLINE -Y16- STA.16+50 SEE SHEET 29 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 . P R O J E C T R E F E R E N C E N O . 15-AUG-2013 14:46R:\Roadway\Proj\u3338b_rdy_psh_s33.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 U - 3 3 3 8 B 3 3 F O R - Y 1 6 - P R O F I L E S E E S H E E T 6 2 THE PUE ON PARCELS 133 AND 134. - JBW09/20/12 - R/W REVISIONS: CONVERTED THE PUE TO AUE ON PARCELS 133, 134, 151, AND 152; EXTENDED THE AUE TO THE PRO PO SED RIGHT O F W AY ON PARCEL 133; AND ELIM INATED05/13/13 - R/W REVISIONS: ADDED A "DO NO T DISTURB FENCE AND DRIVEW AY W ITHIN AUE" NO TE ON PARCEL 152. - PJS06/14/13 - R/W REVISIONS: SUBDIVIDED PARCEL 134 TO PARCELS 134 AND 134A; UPDATED DEED REFERENCE ON PARCELS 134 AND 134A. - JBW08/16/13 - R/W REVISIONS: UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCEL 152. - JBW G BST BST BST BST CURB S 1SFD CANOPY WD SSOIL BST BSTSSSDICHL CB CB CONC WD DI BST C O N C BST BSTBST BST C&GMTL MTL S MTL POSTS CANOPY CONCC O N C CURB S CONC CONC G 1 S F B U S MASONARY WALL CONC 1SFDB L K W A L L GBLK WALL 1 S M B U S CHL WD 6" CONC CURB 6" CONC CURB CBC&G 1SFD C & G 1SMBUS BST POOL W I L M I N G T O N A V E 3 1 ’ B S T BST DI LT C O N C LT C O N C 72" CHL 7 2 " C H L S S S S S S SS 60" WW60" WW60" WW D I 1 8 " R C P 12" RCP 1 8 " R C P 12" RCP 72" WD 72" WD PAD CONC30" RCP +/- DIRECTION D I 1 2 " R C P 12" RCP 15" RC P D I 18" RCP12" RCP 12" RCP 12" RCP18" RCP 12" RCP SMALL PIECE MEAL SHEDSCHICKEN COOP AREAS +/- DIRECTION 12" RCP 8 " P V C 1 8 " R C P 15" RCPNAILNAIL N A I L P K N A I L S E X I S T I N G R / W N 8936’10" E 65.66’ S 0 4 2 9 ’ 0 2 " E 8 7 . 5 3 ’ N 8921’53" E 100.00’ N 8944’47" E115.26’ N 0 0 1 7 ’ 2 6 " W 1 3 . 3 0 ’ N 8942’35" E 99.97’ N 0 0 1 7 ’ 2 6 " W 1 4 9 . 5 0 ’ E I P E I P EIPEIP’X’ CUT WD SHED 72" WD S 8952’49" E 115.92’ S 0 0 1 7 ’ 4 5 " E 2 7 9 . 1 1 ’ S 0017’45" E300.00’ RIP RAP1 2 " R C P 1 2 " R C P LT 6" CONC CURB 2 4 " C & G 54" CONC 24" C&G24" C&G 24" C&G24" C&GWILMINGTON AVE 29’ BST 56" CONC 24" C&G 24" C&G 24" C&G 24" C& G 24" C & G 54" CON C 24" C&G 2 4 " C & G 2 4 " C & G 2 4 " C & G 24" C&G 2 4 " C & G 2 4 " C & G 2 4 " C & G 2 4 " C & G 72" M WALL 6 0 " M T L DB 2006 PG 370 DB 789 PG 131 MB 7 PG 2 JACKSON H . Y O U N G , E T U X DB 12 0 6 P G 1 0 8 5 DB 2 1 2 5 P G 5 1 3 MB 6 6 P G 1 4 8 S A M B A S S , H E I R S 9 9 9 6 E 4 1 8 D B 2 1 4 8 P G 7 7 D B 2 1 4 8 P G 7 4 D B 6 9 6 P G 4 8 4 C H A R L E S R A Y E D E N S D B 2 1 4 8 P G 7 7 D B 2 1 4 8 P G 7 4 D B 2 0 0 6 P G 3 7 0 B IL T M O R E D E V E L O P E R S , L L C D B 5 0 4 2 P G 1 9 5 D B 5 1 5 8 P G 2 6 5 9 D B 7 8 9 P G 1 3 1 M B 7 P G 2 O C E A N T O W E R S 2 L L C D B 5 5 2 7 P G 2 1 6 8 TH-49 S A M B A S S H E I R S 9 9 9 6 E 4 1 8 D B 2 1 4 8 P G 7 7 D B 2 1 4 8 P G 7 4 D B 7 2 2 P G 5 2 2 D B 7 2 1 P G 4 3 5 D B 1 0 2 4 P G 1 7 3 D B 1 0 2 4 P G 1 7 6 ATLANT IC F A C IL IT IE S , L L C . 4 1 0 3 4 1 0 5 4 1 0 4 4 1 0 2 4 1 0 7 4 1 0 6 4 1 0 8 4 1 1 0 1 8 " R C P - I V 1 2 " R C P - I V 1 2 " R C P - I V 15" RCP-IV 15" RCP-IV 18 " RC P- IV 1 8 " R C P - I V A d j u s t M H C B T B 2 G I T B 2 G I C B T B 2 G I C B C B 4 1 0 1 W I T H F L O W A B L E F I L L P L U G A N D F I L L F U L L N O T E 1 : 15 -Y16- POT Sta. 13+00.00 28.5’ B E G I N C O N S T R U C T I O N - Y 1 6 - P O T S t a . 1 3 + 6 1 . 0 0 20.75’ .015.015 .015 .015 .025 .005 .025 .015 .005 2 0 ’ +50 20.75’ 2 0 ’ D R P R O P . 2 ’ - 6 " C O N C C & G P R O P . 2 ’ - 6 " C O N C C & G 1 0 0 ’ T A P E R L T & R T 14 ’ D R . 3 7 ’ R T EX I S T . R / W - Y 1 6 - + 7 2 3 7 ’ L T E X I S T . R / W - Y 1 6 - + 7 2 1 3 2 1 3 4 A 1 3 3 3 4 ’ R T EX I S T . R / W - Y 1 6 - + 6 1 151 1 5 2 4 9 ’ L T EX I S T . R / W - Y 1 6 - + 6 1 4 9 ’ L T EX I S T . R / W - Y 1 6 - + 8 1 4 4 ’ R T 3 7 ’ R T - Y 1 6 - + 9 0 A N D D R I V E W A Y W I T H I N I N A U E D O N O T D I S T U R B F E N C E 1 3 4 F F F FC C C N A D 8 3 / 9 5 R E M O V E G R A D E T O D R A I N R E M O V E G R A D E T O D R A I N C L B R I P R A P S E E D E T A I L 1 3 D I T C H C L E A N O U T S E E D E T A I L 6 C U R B C U T D I T C H S P E C . B A C K O F GROUND NATURALMATCHLINE -Y7A- STA.12+00 SEE SH EET 14 U - 3 3 3 8 B 3 5 M A T C H LI N E - Y 7 A- ST A. 17 + 25 SEE SH EET 36 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 . P R O J E C T R E F E R E N C E N O . 10-DEC-2013 09:59R:\Roadway\Proj\u3338b_rdy_psh_s35.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 M A T C H L I N E - Y 1 7 - S T A. 1 1 + 5 0 S E E S H E E T 3 8 F O R - Y 1 7 - P R O F I L E S E E S H E E T 6 2 F O R - Y 7 A - P R O F I L E S E E S H E E T 5 8 & 5 9 05/13/13 - R/W REVISIONS: REVISED PRO PO SED R/W , PDE, TDE AND TCE ON PARCEL 62; ELIM INATED TCE FRO M -Y7A- STA. 13+65.00 TO STA. 14+18.00 RT. ON PARCEL 62. - PJS07/11/13 - R/W REVISIONS: REVISED TDE TO PDE FRO M -Y7A- STA. 11+92.00 TO STA. 13+10.00 LEFT ON PARCEL 64. - PJS12/09/13 - R/W REVISIONS: REVISED PDE FRO M -Y7A- STA. 16+35.00 TO STA. 16+80.00 LT. AND TCE FRO M -Y7A- STA. 16+77.76 TO STA. 17+00.00 LT. ON PARCEL 63. - PJS 1SBKD 1SFD BST G R CONC C O N C S S S S S S S S S S 4 2 " W D 4 2 " W D 30" CM P 4 2 " W D +/- DIRECTION18" CM P 18" RCP 230.02’ 99.99’ 100.17’ BLK HW v v G R C O N C B L K H W S 72" WD 7 2 " W D 7 2 " W D CHARLES R. RACKLEY, ET ALDB 407 PG 341DB 5497 PG 479MB 4 PG 80 G E N E V A C . E D G E D B 1 4 4 1 P G 1 1 9 2 D B 8 1 7 P G 7 0 6 M B 4 P G 8 0 M O R R I S R . S K I P P E R , E T U X D B 9 7 3 P G 2 3 0 M B 4 P G 8 0 L O D G E 6 W O O D M E N O F T H E W O R L D D B 1 5 6 3 P G 3 7 6 M B 4 P G 8 0 G E N E V A C . E D G E D B 1 4 4 1 P G 1 1 9 2 D B 8 1 7 P G 7 0 6 M B 4 P G 8 0 C L B R I P R A P 30" RCP-IV30" RCP-IV 3 9 0 5 3 9 0 2 3 9 0 1 3903 3 0 0 8 D I 3 9 0 4 3 9 0 7 D I 12"3907 3 9 0 8 3 9 1 0 3 9 0 9 9 2 ’ @ s = 0 . 4 % , D D E = 4 8 C Y DIT C H C L E A N O U T : - Y 7 A - S T A . 1 3 + 4 6 . 6 , 6 6 ’ R T . , M i n . D = 1 . 0 F t . G r o u n d N a t u r a l 3:1 3:1 D ( N o t t o S c a l e ) D E T A I L 1 3 G r o u n d N a t u r a l D I T C H C L E A N O U T -Y7A- STA. 11+81 TO STA. 13+35.4 LT. 1 6 S Y G E O T E X T I L E E S T . 5 T O N S 1 0 S Y G E O T E X T I L E E S T . 3 T O N S GR A D E t o D R A I N G R A D E t o D R A I N C B 3:13:1 SPECIAL BACK OF CURB CUT DITCH(NOT TO SCALE)-Y7A- STA. 14+00 TO STA. 14+75 RT.DETAIL 639 0 6 30" 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 1 8 " R C P - V 18" 1 8 " R C P - V 12" C B 025 025 P I S t a 1 7 + 6 8 . 4 9 DL = 4 8 9 . 0 5 ’ T = 2 8 7 . 4 0 ’ R = 3 7 1 . 0 0 ’ - Y 7 A - - Y 1 7 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 7 A - P O T S t a . 1 4 + 5 8 . 5 9 12’ 12 ’ 12 ’ 36’ 30’ R 1 2 ’ 1 2 ’ 53.5’ 15 -Y7A- PC Sta. 14+81.09 PROP. 2’-6" CONC C&G PROP. 2’-6" CONC C&G 0 0 0 0 0 2 5 0 2 5 0 2 5 0 2 5 10’ 0 2 0 0 2 0 12’12’12’ 1 5 0 ’ T A P E R L T & R T +13.77 12’12’12’12’5.5’ 04 04 03 03 02 01 00 01 02 2 0 ’ +09.772’R 0 1 0 0 1 0 P R O P . 2 ’-6" C ON C C & G P R O P . 2 ’-6" C ON C C & G PROP. 2’-6" CONC C&GPROP. 2’-6" CONC C&G +15.24 -Y7A- 30’ R +98.69 -Y7A- + 5 0 . 4 5 - Y 1 7 - + 4 7 . 8 6 - Y 1 7 - 16’ DR. 1 6 ’ D R . 8 0 ’ L T 7 0 ’ L T 4 5 ’ L T - Y 7 A - + 4 5 6 0 ’ L T 4 4 ’ L T 3 5 ’ L T - Y 1 7 - + 4 5 5 1 ’ R T 4 4 ’ R T 3 5 ’ R T - Y 1 7 - + 4 3 3 5 ’ R T - Y 1 7 - + 6 5 6 5 ’ L T - Y 7 A - + 3 5 4 5 ’ L T - Y 7 A - + 3 5 8 0 ’ L T - Y 7 A - + 6 2 4 5 ’ L T - Y 7 A - + 8 0 4 5 ’ R T - Y 7 A - + 6 4 . 4 1 4 5 ’ R T - Y 7 A - + 0 2 6 1 ’ R T - Y 7 A - + 1 6 64 6 3 6 3 6 2 6 2 6 1 55’ RT -Y7A- +23 1 5 5 ’ R T - Y 7 A - + 6 5 1 5 5 ’ R T - Y 7 A - + 2 3 4 9 ’ L T - Y 7 A - + 7 7 . 7 6 5 0 ’ L T - Y 7 A - + 0 0 3 9 ’ R T - Y 1 7 - + 0 0 3 9 . 6 9 ’ R T - Y 1 7 - + 6 0 4 9 . 0 3 ’ L T - Y 7 A - + 0 8 3 5 ’ L T - Y 1 7 - + 6 4 . 7 3 4 5 ’ L T - Y 7 A - + 1 0 4 5 ’ L T - Y 7 A - + 0 4 3 9 . 8 8 ’ L T - Y 1 7 - + 6 0 50’ RT 45.89’ RT -Y7A- +5055’ RT 47.23’ RT -Y7A- +0655’ RT 47.71’ RT -Y7A- +2 6 76’ RT 55’ RT 47.95’ R T -Y7A- + 3 6 7 6 ’ R T 4 8 . 4 4 ’ R T - Y 7 A - + 5 6 4 8 . 6 5 ’ R T - Y 7 A - + 6 5 F F F F F F F F C F C C F N AD 83/ 95 RETAIN RETAIN R E T A I N RE T A I N G R A D E T O D R A I N GRADE TO DRAIN S E E D E T A I L 1 4 S T D ’ V ’ D I T C H S E E D E T A I L 1 6 C U R B C U T D I T C H S P E C . B A C K O F G R O U N D N A T U R A L S l o p e D i t c h F r o n t M ATCH LIN E -Y7A- STA.17+25 SEE SH EET 35 F O R - Y 7 A - P R O F I L E S E E S H E E T 5 9 U - 3 3 3 8 B 3 6 MATCHLINE -Y7A- STA .22+50 SEE SHEET 29 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:13R:\Roadway\Proj\u3338b_rdy_psh_s36.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 09/20/12 - R/W REVISION: CONVERTED THE PUE TO AUE ON PARCEL 130. - JBW02/27/13 - R/W REVISION: ELIM INATED THE TCE ON PARCEL 62; EXTENDED THE PDE FRO M -Y7A- STA. 17+29.00 TO STA. 19+29.67 RT. ON PARCEL 62; REVISED THE TCE ON PARCEL 130;ELIM INATED THE PDE AND TDE ON PARCEL 130; CONVERTED THE DUE TO AUE ON PARCEL 130. - PJS10/10/13 - R/W REVISIONS: SUBDIVIDED PARCEL 130 INTO PARCELS 130 AND 130A; UPDATED PRO PERTY O W NER NAM E AND DEED REFERENCE ON PARCELS 130 AND 130A. - TEM 1S B K B U S BST 1SFD BST C O N C CONC POOLSOIL & GR C U R B C U R B CJ172 032.49 48 " W W 60" WW 12 " RC P C B 18 " R C P 18 " R C P 2 4 " R C P CB24" RCP 8" HDPE +/- DIRECTION 7 2 " W W 48 " W W CHA IN DB 4129 PG 5720 FT. PUBLIC W ATERLINE EASEMENT E IP EIP EIP 148 .70 ’100.17’ 2 2 3 . 9 5 ’ 10 0 .17 ’ 10 0 .17 ’ 6 1.7 8 ’ K MILDRED F. LACKEY N 2057’50" W212.20’ S 7740 ’49" W 41.63 ’ S 12 2 6 ’0 8 " E 8 4 .5 5 ’ N 77 35’24" E 24 .00’ 24" HDPE 72" WD 4" W D C U R B 7 2 " WD 72 " WD 72" WD 72 " W D L T 7 2 " WD 18 " C & G 18 " C & G CB 18 " C & G 2 4 ’ B S T 4 8 " WW / 1S B W 9 6 " M 9 6 " WD 18 " C & G 18 " C & G 18" C&G C A R P O R T 18" C&GLTLT LT 8" CONC CURB8" CONC CURB 48" MTLRIP RAPRIP RAP WOODS WOOD S GRASS MORRIS R. SKIPPER, ET UXDB 1215 PG 272DB 1214 PG 1884MB 4 PG 80 D B 5 6 9 5 P G 5 9 4 M B 4 P G 8 0 DB 1441 PG 1192DB 817 PG 706MB 4 PG 80 GENEVA C. EDGE W I L M I N G T O N H O S P I T A L I T Y L L C D B 2 7 0 8 P G 3 3 2 D B 4 1 2 9 P G 5 7 D B 3 0 9 5 P G 2 8 0 M B 4 5 P G 1 0 4 NO R T H K E R R O F F I C E C O A , I N C . D B 1 2 8 6 P G 1 4 3 D B 1 3 0 8 P G 1 0 1 3 C B 7 P G 1 6 7 C B 7 P G 1 6 8 M B 4 P G 8 0 D B 5 6 9 5 P G 5 8 8 M B 4 P G 8 0 P R E V A T T E P R O P E R T I E S , L L C S 8837 ’ 13 " E 107 . 78 ’ S 8 83 7’ 13" E 114. 29 ’ D B 5 6 9 5 P G 5 8 8 M B 4 P G 8 0 M A R K E T S T R E E T V E N T U R E S , L L C M A R K E T S T R E E T V E N T U R E S , L L C WITH FLOW ABLE FILL PLUG AND FILL FULL NOTE 1: C L B R I P R A P 18" RCP-V 4 0 0 1 4 0 0 5 C B M I N D 4 0 0 3 4 0 0 2 12" STA 1+80 4 0 0 6 3:1 3:1 D ( N o t t o S c a l e ) S T A N D A R D ’ V ’ D I T C H - Y 7 A - S T A . 2 1 + 7 2 L T , 1 0 ’ @ 6 . 7 % , D D E = 3 . 0 C Y M i n . D = 1 . 0 F t . D E T A I L 1 4 G r o u n d N a t u r a l G r o u n d N a t u r a l 3:1 3:1 S P E C I A L B A C K O F C U R B C U T D I T C H ( N O T T O S C A L E ) - Y 7 A - S T A . 2 1 + 7 2 . 5 T O S T A . 2 3 + 0 8 L T . D E T A I L 1 6 4 0 0 7 4 0 0 8 24" 2 4 " RC P-V 15 " 12 " RC P- V C B D ( N o t t o S c a l e ) G r o u n d N a t u r a l D E T A I L ? F R O M - Y 7 A - S T A . 1 7 + 2 2 T O S T A . 1 9 + 0 0 R T . 3: 1 3 :1 M i n . D = 2 F t . S P E C I A L C U T G R A S S S W A L E SEE DETAIL ?GRASS SWALE SPECIAL CUT C B CL B RI P R A P 14 SY GE O T E X T I L E EST. 5 T O N S 5 S Y G E O T E X T I L E E S T . 2 T O N S 025 025 20 12’12’12’36’ 53.5’ 150’ TAPER LT & RT -Y7A- PT Sta. 19+70 .15 12’ 12’12’ 12’ 4’ 04 04 03 03 02 01 00 01 02 2 0 ’ PI Sta 17+68 . 4 9 DL = 489.05’T = 287.40 ’ R = 371.00 ’ -Y7A- P R OP . 2 ’- 6 " C ON C C & G P R OP . 2 ’- 6 " C ON C C &G PROP. 2’-6" CONC C&G PROP. 2’-6" CONC C&G +01.65 4 5 ’ L T - Y 7 A - + 7 0 . 1 5 5 9 ’ L T 5 0 ’ L T 4 5 ’ L T - Y 7 A - + 6 2 4 5 ’ R T - Y 7 A - + 7 0 . 1 5 1 3 1 63 1 3 0 5 8 5 4 ’ R T 4 5 ’ R T - Y 7 A - + 2 3 54’ LT -Y7A- +48 5 0 ’ L T - Y 7 A - + 0 0 5 4 ’ L T - Y 7 A - + 6 3 5 0 ’ L T 4 5 ’ L T - Y 7 A - + 9 8 5 5 ’ R T - Y 7 A - + 5 0 53’ LT 49’ LT 45’ LT -Y7A- +7251’ LT -Y7A- +50 1 3 0 A 626259’ RT -Y7A- +50 62’ RT -Y7A- +0065’ RT -Y7A- +50 7 0 ’ R T - Y 7 A - + 0 0 6 2 ’ R T - Y 7 A - + 2 1 . 9 7 52.50’ RT -Y7A- +29 5 5 ’ R T - Y 7 A - + 5 0 5 0 ’ R T - Y 7 A - + 5 0 4 5 ’ R T - Y 7 A - + 2 9 . 6 7 1 3 0 A C C F C C F F C F N AD 83 / 9 5 RETAIN R E T A I N RE T A I N S E E D E T A I L O S P E C I A L C U T G R A S S S W A L E S E E D E T A I L O S P E C I A L C U T G R A S S S W A L E S l o p e D i t c h F r o n t M ATCHLIN E -Y8- STA.13+00 SEE SHEET 15 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 . P R O J E C T R E F E R E N C E N O . 12-JUL-2012 10:16R:\Roadway\Proj\u3338b_rdy_psh_s37.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 3 7 U - 3 3 3 8 B F O R - Y 8 - P R O F I L E S E E S H E E T 6 0 CHL SCONCCONCCONC 1 2 " R C P 48" CHL 4 8 " C H L 48" CHL CLOVER RD 18’ BST 36" CONC T T T C 6" DIP 6 " D I P 6 " D I P C O C O C O C O 8 " V C P 8 " V C P 8" VCP 8" VCP 18" RCP 1 5 " R C P CB D B 1 1 5 4 P G 1 5 4 7 M B 6 P G 6 M B 6 P G 6 P K 200.00’ 200.00’ 200.00’ 200.00’ EIP EIP E I P E I P 199.96’ 100.00’100.00’ 199.98’ 6 0 . 0 0 ’ EIXISTING R/W EIXISTING R/W 60.00’ E I X I S T I N G R / W E I X I S T I N G R / W E I X I S T I N G R / W L E R O Y L E E , J R . , E T U X M B 6 P G 6 E . M . W A L L A C E , E T U X D B 6 5 5 P G 0 7 1 R I C H A R D W . H A M M O N D S , J R . D B 1 2 3 6 P G 1 8 1 7 McCLELLAND DR 18’ B S T S 0246 ’27" W 200.00’ S 0246’27" W 200.00’ C Y N T H I A M I T C H E L L M B 6 P G 6 D B 1 9 6 1 P G 9 5 5 R I C H A R D S O N I N V E S T . G R O U P , L L C D B 4 4 4 0 P G 5 1 3 M B 3 5 P G 2 3 9 J O H N A . I V E Y M B 3 5 P G 2 3 9 D B 2 8 1 1 P G 2 5 0 M B 3 5 P G 2 3 9 D B 5 3 3 6 P G 2 7 2 2 D A V I D A . G O L D R U P M B 3 5 P G 2 3 9 D B 5 2 7 2 P G 1 9 6 M B 3 5 P G 2 3 9 D B 5 2 7 3 P G 2 2 7 M B 3 5 P G 2 3 9 P O T 5 + 0 0 . 0 0 - B Y 7 - 2 6 1SFD 2 S F D C O N C 1 S F D G 1 S B K D S S 1 S F D 1 S F D C O N C C O N C C O N C C O N C 1 S F D 1 S F D 1 S F D 1SFD2SFGW/APT 2 S F G W / A P T 2 S F G W / A P T 2 S F G W / A P T 2 S F G W / A P T 2 S F W / A P T G CONC C O N C 1SFD2SFGW/APT F L A G P O L E SOIL S O I L S O I L C O N C 2 0 ’ C O N C 2 0 ’ C O N C 2 0 ’ CONC SOILCONC P G 2 7 0 9 D B 5 4 9 2 R & M R E S T O R A T I O N S , L L C R & M R E S T O R A T I O N S , L L C S T E V E N W IL L IA M B O N E S K E P G 2 0 9 2 D B 5 5 5 3 2 9 0 3 2 G I D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S S W A L E Flatter 4:1 or - Y 8 - S T A . 1 2 + 5 0 T O S T A . 1 3 + 5 0 R T . - Y 8 - S T A . 1 2 + 3 3 . 6 T O S T A . 1 3 + 5 0 L T . G r o u n d N a t u r a l D E T A I L O M i n . D = 1 . 0 F t . -Y8- POT Sta. 10+00.00 - Y 8 - P O T S t a . 1 2 + 0 0 . 0 0 025025 B E G I N C O N S T R U C T I O N 9’1 4 ’ 1 5 0 ’ T A P E R R T 1 5 0 ’ T A P E R L T 9’ 03 02 025025 2 ’ P S 2 ’ P S L T . & R T . 5 0 ’ S H L D . T R A N S . 1 3 6 1 3 9 6 8 6 7 5 2 ’ R T - Y 8 - + 6 6 6 4 ’ R T - Y 8 - + 6 0 7 3 ’ R T - Y 8 - + 7 8 6 1 ’ R T - Y 8 - + 8 4 E X I S T . R / W - Y 8 - + 5 2 EX I S T . R / W - Y 8 - + 1 8 EX I S T . R / W - Y 8 - + 5 0 4 4 ’ L T - Y 8 - + 2 6 . 2 0 5 9 ’ L T - Y 8 - + 3 5 4 8 ’ L T - Y 8 - + 5 2 4 4 ’ L T - Y 8 - + 5 1 . 5 6 4 6 ’ L T EX I S T . R / W - Y 8 - + 6 9 . 3 3 4 4 ’ L T EX I S T . R / W - Y 8 - + 0 0 EX I S T . R / W - Y 8 - + 0 6 CC C C NAD 83/ 95 S E E D E T A I L S T D ’ V ’ D I T C H S E E D E T A I L S T D ’ V ’ D I T C H RETAINRETAIN R E T A I N R E T A I N R E T A I N R E T A I N REM OVE R E T A I N RETAIN SEE DETAIL DITCH CLEANOUT M ATCHLIN E -Y8- STA.16+50 SEE SHEET 15REVISIONS 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 . 12-JUL-2012 10:16R:\Roadway\Proj\u3338b_rdy_psh_s38.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 3 8 U - 3 3 3 8 B F O R - Y 1 7 - P R O F I L E S E E S H E E T 6 2 F O R - Y 8 - P R O F I L E S E E S H E E T 6 0 M A T C H LI N E - Y 1 7 - S T A . 1 1 + 5 0 S E E S H E E T 3 5 W D C & G GR CONC 24" C&G24" C&G 72 " WD 72 " W D 48 " C O N C 18" C&G 6 0 " C O N C 6 0 " C O N C 72" WD 20’ C O N C W ALL 60" CONC60" CONC 24" C&G24" C&G 2 4 " C & G 2 4 " C & G 1 1 0 S 4 8 " R C P 2 4 " C M P 18" HDPE I N V =2 8.5 6’ T O P =3 3.87’15" R C P 30" R C P 30 " R C P 15 " RC P 3 0" RC P D I 15 " RC P 15 " RC P C H H C T T T 8" PLASTIC 8 " P L A S T I C 10" PVC 10 " P V C 1 0 " P V C DI 36" RCP 36" RCP DI 12" RCP 42" RCP 42" RCP 16 .88 ’ 22 .47’ 13.96’ 6.81’ 37.58’ 80.28’ 10.8 3 ’ 12.76’ 52.80’ 91.10’ 3 6 1 . 0 4 ’ 3 1 9 . 5 0 ’ 6 6 . 0 0 ’ 9.60’ 60.00’ E X I S T I N G R / W E X I S T I N G R / W 5 7 .7 0 ’ H O L T O N P R O P E R T I E S , L L C . D B 4 0 7 4 P G 7 7 5 D B 9 5 8 P G 8 2 0 M B 2 P G 1 3 2 M B 4 P G 8 0 M B 4 2 P G 1 2 4 M B 3 9 P G 1 9 5 M B 3 8 P G 2 8 1 R I P R A P 72" WD W D W D 42" CONC 42" CONC 18" C&G 6 0 " C O N C 2 4 " C & G 2 4 " C & G 6 0 " C O N C 24 " C&G 24 " C&G 84 " C O N C 84 " C O N C 24" C & G -BY7- 28 DB 3095 PG 280 DONALD G. B L A K E , E T U X DB 1050 P G 8 4 0 MB 4 PG 8 0 DB 991 P G 3 0 7 C B 1 1 P G 2 5 8 C B 1 1 P G 2 3 4 HOLTON PROPERTIES, LLC.DB 4074 PG 775DB 958 PG 820MB 2 PG 132MB 4 PG 80MB 42 PG 124MB 39 PG 195MB 38 PG 281CB 11 PG 258CB 11 PG 234 H O L T O N P R O P E R T I E S , L L C . D B 4 0 7 4 P G 7 7 5 D B 9 5 8 P G 8 2 0 M B 2 P G 1 3 2 M B 4 P G 8 0 M B 4 2 P G 1 2 4 M B 3 9 P G 1 9 5 M B 3 8 P G 2 8 1 C B 1 1 P G 2 5 8 C B 1 1 P G 2 3 4 WILLIAM J. BUCK, ET UXDB 2860 PG 368MB 4 PG 80 W I L L I A M J . B U C K , E T U X D B 2 8 6 0 P G 3 6 8 M B 4 P G 8 0 H O L T O N P R O P E R T I E S , L L C . D B 4 0 7 4 P G 7 7 5 D B 9 5 8 P G 8 2 0 M B 2 P G 1 3 2 M B 4 P G 8 0 M B 4 2 P G 1 2 4 M B 3 9 P G 1 9 5 M B 3 8 P G 2 8 1 C B 1 1 P G 2 5 8 C B 1 1 P G 2 3 4 SSS 1 S F A P T S 2 S F B U S B S T RIP RAP S C R U B D K C B DI R EC TI ON SER VI C E +/- 2 S F A P T S W D D K 4 1 2 . 0 0 ’ 1 3 . 5 4 ’ DRAINAGE EASEMENT PERPETUAL McCLELLAND DR 34’ BST C L B R I P R A P C L B R I P R A P C L I R I P R A P 300130023003 3 0 0 6 3 0 0 5 3 0 0 4 3 0 0 7 2 4 " 2 4 " RC P-V 2 4 " 3 0 " R C P - I V 3 0 0 8 C B C B DI12"15" RCP-V 15" RCP-V CB MIN DCBMIN D 3:13:1D ( Not to Scale)STANDARD ’V’ DITCH-Y17- STA. 12+72 LT, 30’@0.68%, DDE=13 CY -Y17- STA. 11+55 RT, 10’@8.4%, DDE=0.5 CY Min. D=1.0 Ft.DETAIL ?Ground NaturalGroundNatural70’ @ s=0.0%, DDE=4 CY DITCH CLEAN OUT: -Y8- STA. 16+22, 64’ RT.,70’ @ s=0.0%, DDE=4 CY DITCH CLEAN OUT: -Y8- STA. 16+22, 64’ RT.,Min. D=1.0 Ft.Ground Natural3:13:1 D ( Not to Scale)DETAIL ?Ground Natural DITCH CLEANOUTFROM -Y7A- STA. 11+81 TO STA. 13+35.4 LT. 3 0 0 9 -Y8- POT Sta. 17+02.290250250303 END CONSTRUCTION030333’12.5’C&G TIE TO EXIST.C&G TIE TO EXIST. P I S t a 1 9 + 8 8 . 1 0 DL = 2 0 9 . 6 8 ’ T = 1 0 6 . 4 7 ’ R = 4 9 0 . 0 0 ’ - Y 8 - 1 2 ’ 1 2 ’ 3 0 ’ R 3 0 ’ R C & G T I E T O E X I S T . C & G T I E T O E X I S T . PROP. 2’-6" CONC C&G PROP. 2’-6" CONC C&G 0 0 0 0 0 2 5 0 2 5 0 2 5 0 2 5 -Y8- POC Sta. 19+14.30 -Y17- POC Sta. 13+59.130 2 0 0 2 0 10’ 0 1 0 1 + 1 3 . 3 2 + 1 7 . 2 1 -Y8- PC Sta. 18+81.63 5’ SIDEWALK5’ SIDEWALK 150’ TAPER LT74’ RT52’ RT37’ RTEXIST. R/W-Y8- +37 43’ LT 34’ LT -Y8- +87 43’ LT 34’ LT EXIST. R/W -Y8- +02.29 E X I S T . R / W - Y 8 - + 7 2 3 5 ’ L T - Y 1 7 - + 1 3 7 0 ’ L T 3 5 ’ L T - Y 1 7 - + 9 5 7 0 ’ L T 4 0 ’ L T 3 5 ’ L T - Y 1 7 - + 5 3 6 0 ’ L T 4 4 ’ L T 3 5 ’ L T - Y 1 7 - + 6 5 5 1 ’ R T 4 4 ’ R T 3 5 ’ R T - Y 1 7 - + 6 3 4 8 ’ R T 4 1 ’ R T 3 5 ’ R T - Y 1 7 - + 4 8 3 5 ’ R T - Y 1 7 - + 1 7 EX I S T . R / W - Y 8 - + 5 1 7 3 6665 6 6 6 5 30’ RT -Y8- +90105’ RT -Y8- +90 61’ RT -Y8- +0080’ RT -Y8- +00 4 8 ’ R T 3 5 ’ R T - Y 1 7 - + 6 8 38’ RT EXIST. R/W -Y8- +02.29 4 2 ’ R T - Y 1 7 - + 9 1 4 3 ’ R T - Y 1 7 - + 1 9 5 9 ’ R T - Y 1 7 - + 1 8 EX I S T . R / W - Y 8 - + 6 9 CF CC C C F FF F NAD 83/ 95 RE T A I N RE T A I N R E T A I N R E T A I N S E E D E T A I L S P E C I A L C U T D I T C H S l o p e D i t c h F r o n t S E E N O T E 1 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 . P R O J E C T R E F E R E N C E N O . 12-JUL-2012 10:16R:\Roadway\Proj\u3338b_rdy_psh_s39.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 3 9 U - 3 3 3 8 B F O R - Y 1 0 - P R O F I L E S E E S H E E T 6 1 M ATCHLIN E -Y10- STA.12+00 SEE SHEET 16 12 " R C P 48" CHL 4 8 " C HL 1 2 " R C P 1 5 " R C P 48" CHL 15 " R C P CLOVER RD 18’ BST 48" WD 7 2 " W D 6" DIP 6 " D IP 8" VCP 8 " V C P 8" VCP 8 " V C P 8" VCP 12 " R C P I N V = 3 2 . 5 6 ’ I N V = 3 2 . 9 3 ’ 60.00’EIXISTING R/W EIXISTING R/W 6 0 . 0 0 ’ EIXISTING R/W EIXISTING R/W E I P 100.00’100.00’ 2 0 0 . 1 0 ’ 60.00’ E X I S T I N G R / W E X I S T I N G R / W 200 .03 ’ 200.00’ 112 .5 0 ’ 192.76’ 100.00’ 157.61’20 0 . 0 0 ’ JAMES JAMISO N , J R . , E T U X DB 1132 PG 2 6 8 MB 6 PG 6 D B 1 1 0 7 P G 1 8 4 M B 6 P G 6 M A R Y D . B R O W N D B 3 4 0 3 P G 4 5 4 M B 6 P G 6 E Z E L L J . J O H N S O N D B 1 1 3 7 P G 1 4 3 7 M B 6 P G 6 ELSIE S. CARTER RATCLIFFE DB 766 PG 415 MB 6 PG 6 JESS SKIP PROPERTIES, LLC DB 4010 PG 732 MB 6 PG 6 E A R L G R A D Y , E T U X D B 1 0 7 2 P G 5 5 8 M B 6 P G 6 - B Y 9 - 3 0 4 8 " C H L 1 S B K D C O N C 1 S B K D C O N C 1 S B K D G R C O N C 1 S F D C O N C 1 S B K D C O N C L T G H W B K H W B K D I A N E M . T U C K E R D B 5 0 5 9 P G 2 4 2 3 MB 6 PG 6 DB 507 PG 603 WILL 9902 PG E154 DEE LORENZETTI DB 5147 PG 2957 F A I R L A W N D R 1 9 ’ B S T WITH FLOWABLE FILL PLUG AND FILL FULL NOTE 1: 3:1 D 3:1 ( N o t t o S c a l e ) S P E C I A L C U T D I T C H - Y 1 0 - S T A . 1 1 + 4 8 . 6 T O S T A . 1 2 + 8 5 L T . - Y 1 0 - S T A . 9 + 6 1 . 5 T O S T A . 1 2 + 7 5 R T . D E T A I L ? M i n . D = 1 . 0 F t . G r o u n d N a t u r a l B E G I N C O N S T R U C T I O N 02500 00 18’ 10 -Y10- PT Sta. 10+68.00 -Y10 - PC S ta . 9+28 .00 -Y10 - POT S ta . 8+00 .00 P I S t a 9 + 9 8 . 2 3 DL = 1 4 0 . 0 0 ’ T = 7 0 . 2 3 ’ R = 7 0 0 . 0 0 ’ - Y 1 0 - +48.60 - Y10 - P O C S t a . 9 + 6 1 .5 0 8 0 7 9 3 7 ’ L T - Y 1 0 - + 0 0 E X I S T . R / W - Y 1 0 - + 6 9 . 4 7 3 7 ’ R T - Y 1 0 - + 0 0 E X I S T . R / W - Y 1 0 - + 7 0 C C C C C C NAD 83/ 95 R E T A I N RETAIN RE T A I N RETAINRETAIN R E T A I N R E T A I N RETAINRETAINRETAINRETAINRETAINRETAIN S l o p e D i t c h F r o n t 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:25R:\Roadway\Proj\u3338b_rdy_psh_s40.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 4 0 U - 3 3 3 8 B MATCHLINE - Y12 - S TA .12 + 5 0 S EE S H EE T 17 F O R - S R 1 - P R O F I L E S E E S H E E T 6 3 M ATCHLIN E -SR1- STA.14+00 SEE SH EET 41 05/13/13 R/W REVISION: ADDED A "M AINTAIN 24 HOUR ACCESS FO R PROGRESS ENERGY TO SUBSTATION" NO TE ON PARCEL 107. - PJS08/16/13 R/W REVISION: ADDED A DRIVEW AY AND A TEM PO RARY CONSTRUCTION EASEM ENT FRO M -SR1- STA. 12+48.27 TO STA. 12+70.00 LT. ON PARCEL 107. - JBW M A T C H L I N E - Y 1 2 - S T A . 1 6 + 5 0 S E E T H I S S H E E T SEE THIS SHEET MATCHLINE -Y12- STA. 16+50 ELIM INATED TCE FRO M -SR1- STA. 12+48.27 LT. TO -SR1- STA. 12+70.00 LT. ON PARCEL 107. - TEM10/10/13 R/W REVISIONS: ADDED DRIVEW AYS AT -Y12- STA. 14+40 +/- LT. AND AT -Y12- STA. 18+13 +/- LT. ON PARCEL 101; ADDED DRIVEW AY AT -SR1- STA. 13+80 +/- LT. ON PARCEL 108; 30" C&G 30" C&G 30" C&GCONC ANGELFISH LANE BST LTCONC GR 15 " RC P S S SNEW CENTRE DR BST 72" BST v v P O E Z O L T B R A N C H 8" PVC S 15 " R C P 15 " RC P DISS15" RCP 15" RCP 24" RCP DI18" RCP S 15" RCP 24" RCP S S 48" RCP48" RCP15" RCP 1 6 ’ C O N C H W EIP P K PK EIP 6 0 .0 0 ’ MB 47 PG 326MB 47 PG 327MB 47 PG 363MB 47 PG 364MB 47 PG 365 M B 2 P G 1 3 2 TOWNHOME ASSOC., INC.SMITH CREEK VILLAGEDB 4777 PG 681DB 4760 PG 805MB 47 PG 324MB 47 PG 325MB 2 PG 132 J A M E S M . H A R R E L L , E T U X D B 1 5 9 5 P G 3 3 4 D B 1 8 2 8 P G 2 5 7 M B 2 6 P G 3 4 M B 2 P G 1 3 2 P R O G R E S S E N E R G Y D B 4 8 6 P G 2 2 2 D B 4 7 2 P G 6 2 6 D B 5 4 6 P G 4 8 2 D B 1 8 7 5 P G 4 7 3 D B 8 0 8 P G 6 2 3 M B 3 8 P G 2 4 2 M B 2 P G 1 3 2 T E D D Y A . P R O C T O R D B 4 0 3 6 P G 2 8 1 D B 4 8 6 P G 2 2 2 D B 2 3 3 3 P G 0 7 3 D B 1 9 0 1 P G 1 6 2 2SFD2SFD2SFDCONCCONCCONCCONC2SFD2SFD2SFDBSTPOOLCONC C B 15" RCP C B 30" C&G EXISTING R/W EXISTING R/W 24" C&G24" C&G NEW CENTRE DR 33’ BST 24" RCP84" BST104’ CONC HW 15" RCP WOODS W O O D S 10 ’ G R 673 .25 ’ 257 .55 ’ 100.26’ 93 .90 ’ 1 S B K D S 1 6 ’ C O N C H W R C P 4 8 " R I P R A P 11 ’ G R CB CBMHMH 447 .63 ’ -BY10- 33 G R LT J A M E S M . H A R R E L L , E T U X D B 1 5 9 5 P G 3 3 4 D B 1 8 2 8 P G 2 5 7 M B 2 6 P G 3 4 M B 2 P G 1 3 2 P R O G R E S S E N E R G Y D B 4 8 6 P G 2 2 2 D B 4 7 2 P G 6 2 6 D B 5 4 6 P G 4 8 2 D B 1 8 7 5 P G 4 7 3 D B 8 0 8 P G 6 2 3 M B 3 8 P G 2 4 2 M B 2 P G 1 3 2 M B 2 P G 1 3 2 T E D D Y A . P R O C T O R D B 4 0 3 6 P G 2 8 1 D B 4 8 6 P G 2 2 2 D B 2 3 3 3 P G 0 7 3 D B 1 9 0 1 P G 1 6 2 C I T Y L I MI T S C I T Y L I MI T S CITY LIMITS15" RCP104’ CONC HW C L B R I P R A P CL B R I P R A P C L B R I P R A P 18 " RC P -V 18" RCP-IV 3 2 0 1 3 2 0 4 3 2 0 3 3 2 0 6 3 2 0 2 3 2 0 5 3 2 0 7 3:1 3:1 D ( N o t t o S c a l e ) S T A N D A R D ’ V ’ D I T C H - S R 1 - S T A . 1 2 + 7 4 L T . , 2 4 ’ @ 1 . 6 1 % , D D E = 0 . 5 C Y - S R 1 - S T A . 1 2 + 3 0 L T . , 3 1 ’ @ 3 . 3 7 % , D D E = 8 . 0 C Y - S R 1 - S T A . 1 0 + 5 5 R T . , 1 4 ’ @ 1 . 2 9 % , D D E = 0 . 5 C Y - S R 1 - S T A . 1 0 + 5 6 L T . , 1 5 ’ @ 4 . 2 % , D D E = 1 . 0 C Y M i n . D = 1 . 0 F t . D E T A I L 1 9 G r o u n d N a t u r a l G r o u n d N a t u r a l S E E D E T A I L 1 9 S T D ’ V ’ D I T C H S E E D E T A I L 1 9 S T D ’ V ’ D I T C H S E E D E T A I L 1 9 S T D ’ V ’ D I T C H D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S S W A L E Flatter 4:1 or - S R 1 - S T A . 1 1 + 5 0 T O S T A . 1 3 + 0 0 L T . G r o u n d N a t u r a l D E T A I L 2 0 M i n . D = 1 . 0 F t . S E E D E T A I L 2 0 S P E C . C U T D I T C H 10 SY G E O T E X T I L E EST. 3 T O N S 7 S Y G E O T E X T I L E E S T . 2 T O N S 7 S Y G E O T E X T I L E E S T . 2 T O N S 1 5 " 18" RCP-V 1 5 " 20’ DR -Y12- 1 0 1 5 0 ’ L T EX I S T . R / W - Y 1 2 - + 9 3 5 0 ’ L T EX I S T . R / W - Y 1 2 - + 3 3 - Y12 - P C S ta . 13 + 5 0 .13 -Y12- PT Sta. 15+07.52 - Y 1 2 - -SR1- PC S ta . 11+04 .31 -SR1- PT Sta. 12+09.93 -SR1- POT Sta. 10+00.00 -Y12- POT Sta. 15+55.00 .02 .02 .025 .03 .04 .00 .01 .01 .025 .04 .03 .02 .02 .025 .01 .01 .00 .025 - S R 1 - C & G T I E T O E X I S T . C&G TIE TO EXIST. -Y12- -Y12- P I S t a 1 4 + 2 8 . 8 3 DL = 1 5 7 . 3 9 ’ T = 7 8 . 7 0 ’ R = 5 , 0 0 0 . 0 0 ’ - S R 1- P I S t a 1 1 + 5 7 . 6 7 DL = 1 0 5 . 6 2 ’ T = 5 3 . 3 6 ’ R = 3 0 0 . 0 0 ’ S E = . 0 4 1 8 ’ +86 18 ’ +28 11’11’ 11’ 11’ 2 0 ’10’ R 10’ R 20’ DR 2 0 ’ 10’ R 10’ R 10’ R 10’ R E X I S T . R / W - Y 1 2 - + 0 5 3 0 ’ L T - S R 1 - + 0 4 . 3 1 3 0 ’ L T - S R 1 - + 0 9 . 9 3 4 6 ’ L T 3 5 ’ L T 3 0 ’ L T - S R 1 - + 6 5 4 7 ’ L T 3 8 ’ L T 3 0 ’ L T - S R 1 - + 2 8 5 2 ’ L T 3 9 ’ L T 3 0 ’ L T - S R 1 - + 8 5 3 6 ’ L T 3 0 ’ L T - S R 1 - + 4 4 3 6 ’ L T 3 0 ’ L T - S R 1 - + 6 4 E X I S T . R / W - Y 1 2 - + 0 0 3 0 ’ R T - S R 1 - + 5 0 3 0 ’ L T - S R 1 - + 5 0 5 0 ’ R T 3 4 . 5 0 ’ R T - S R 1 - + 4 4 5 0 ’ R T 3 0 ’ R T - S R 1 - + 6 4 3 0 ’ R T - S R 1 - + 0 4 . 3 1 3 0 ’ R T - S R 1 - + 0 9 . 9 3 4 1 ’ R T 3 0 ’ R T - S R 1 - + 0 6 4 1 ’ R T 3 0 ’ R T - S R 1 - + 2 9 4 9 ’ R T 4 1 ’ R T 3 0 ’ R T - S R 1 - + 4 0 4 9 ’ R T 4 2 ’ R T 3 0 ’ R T - S R 1 - + 6 0 1 0 7 1 0 8 3 3 ’ L T - S R 1 - + 0 0 3 4 ’ L T - S R 1 - + 5 0 3 4 ’ L T - S R 1 - + 0 0 3 2 ’ L T - S R 1 - + 0 0 3 0 ’ R T - S R 1 - + 8 0 1 0 8 1 0 7 1 0 1 1 0 1 4 6 ’ L T 3 5 ’ L T - S R 1 - + 4 5 P R O G R E S S E N E R G Y T O S U B S T A T I O N M A I N T A I N 2 4 H O U R A C C E S S F O R 6 0 ’ L T EX I S T . R / W - Y 1 2 - + 1 5 6 0 ’ L T EX I S T . R / W - Y 1 2 - + 6 5 TC S S 42 " RC P F E S 24" RCP 15’ACCESS EASEMENT J A M E S M . H A R R E L L , E T U X D B 1 5 9 5 P G 3 3 4 D B 1 8 2 8 P G 2 5 7 M B 2 6 P G 3 4 M B 2 P G 1 3 2 R A P R I P G R P L A N T E R G R G R G R C O N C P L A N T E R P L A N T E R B S T C O N C 3 0 " R C P 2 4 " R C P NEW CENTRE DR 33’ BST 11 ’ G R 447.63’EXISTING R/W 6 0 . 0 0 ’ EXISTING R/W 18" RCP 104’ CONC HW T O W N H O M E A S S O C . , I N C . S M I T H C R E E K V I L L A G E P O N D R E T E N T I O N F F C C C F C F C F F C C C C N A D 8 3 / 9 5 N A D 8 3 / 9 5 R E T A I N R E T A I N S E E D E T A I L 2 1 S T D ’ V ’ D I T C H S E E D E T A I L 2 2 S P E C . C U T G R A S S S W A L E S E E D E T A I L 2 2 S P E C . C U T G R A S S S W A L E S l o p e D i t c h F r o n t 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 . P R O J E C T R E F E R E N C E N O . 11-OCT-2013 10:13R:\Roadway\Proj\u3338b_rdy_psh_s41.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 4 1 U - 3 3 3 8 B F O R - S R 1 - P R O F I L E S E E S H E E T 6 3 M ATCH LIN E -SR1- STA.14+00 SEE SHEET 4009/20/12 - R/W REVISIONS: CHANGED PARCEL NUM BER 141 TO 111; AND REM OVED PARCEL NUM BER 140. - JBW11/09/12 - R/W REVISION: CHANGED PARCEL 142 TO PARCEL 112. - PJS02/27/13 - R/W REVISION: ADDED DRIVEW AY CONNECTIONS TO PARCEL 110; REVISED THE PDE AND TCE ON PARCEL 110; ADDED PDE ON PARCEL 111. - PJS10/10/13 - R/W REVISION: M OVED PARCEL NUM BER TO SOUTH O F PRO PERTY LINE ON PARCEL 108. - TEM P O E Z O L T B R A N C H P O R T M T L C A R 18 " R C P 18" RCP 1 0 0 . 0 0 ’ 152.10’ 5 0 .0 0 ’ DB 4036 PG 281DB 486 PG 222DB 2333 PG 073 TEDDY A. PROCTORMB 2 PG 132PROGRESS ENERGYDB 486 PG 222DB 472 PG 626DB 546 PG 482DB 1875 PG 473DB 808 PG 623MB 38 PG 242MB 2 PG 132 M I C H A E L E . R A I N E S , E T A L D B 3 3 2 6 P G 8 8 7 D B 1 9 1 0 P G 7 8 3 M B 2 P G 1 3 2 D A V I D E . R A I N E S D B 3 5 7 7 P G 6 2 9 D B 2 8 8 4 P G 1 1 1 7 D B 2 4 1 7 P G 9 9 7 D B 2 3 9 5 P G 1 0 3 9 D B 2 3 9 5 P G 1 5 8 M B 2 P G 1 3 2 C B 1 2 P G 1 4 6 C B 1 2 P G 9 1 C B 1 2 P G 9 7 C B 1 2 P G 4 8 D B 3 5 7 7 P G 6 2 9 D B 2 8 8 4 P G 1 1 1 7 D B 2 4 1 7 P G 9 9 7 D B 2 3 9 5 P G 1 0 3 9 D B 2 3 9 5 P G 1 5 8 M B 2 P G 1 3 2 C B 1 2 P G 1 4 6 C B 1 2 P G 9 1 C B 1 2 P G 9 7 C B 1 2 P G 4 8 A S S O C . , I N C . C O R N E R S T O N E O W N E R S DB 1901 PG 162 C B 1 1 P G 1 6 1 C B 1 1 P G 1 6 1 1 S F D M T L S M T L S M T L S M T L S 4 8 " P O P L A R W O O D S W O O D S 677.99’ EXISTING R /W EXISTING R/W 692.67’ 525 .54 ’ 10’ NON -MUNICPAL EASEMENT SAGEDALE DR . 21’ BST 24" C&G 24 " C&G 60" CONC 10’ NON-MUNICPAL EASEMENT S O I L 60" CONC W/LT 30" C&G C B C B 24" C&G B S T P A C B S S S 3 5 - B Y 11- A S S O C . , I N C . O W N E R S C O R N E R S T O N E PROGRESS ENERGYDB 486 PG 222 DB 472 PG 626DB 546 PG 482DB 1875 PG 473DB 808 PG 623MB 38 PG 242MB 2 PG 132 D A V I D E . R A I N E S M B 2 P G 1 3 2 D B 1 9 1 3 P G 4 4 7 D B 1 8 2 3 P G 8 6 6 D B 1 0 6 6 P G 4 5 1 W I L L I A M C A R T E R C L A Y T O N , E T U X D B 5 5 2 3 P G 9 2 2 D A V I D E . R A I N E S D A V I D E . R A I N E S 100’ EXISTING PROGRESS ENERGY EASEMENT CITY LIMITS C I T Y L I M I T S C IT Y L IM IT S CITY LIMITS E A S E M E N T 7 G E N E R A L U T I L I T Y D B 2 3 3 3 P G 7 6 7 CAPE FEAR PUBLIC UTILITY EASEMENTMB 55 PG 307 DB 5288 PG 1239 M B 2 P G 1 3 2 M B 5 5 P G 3 0 7 D B 3 5 6 P G 5 7 9 D B 3 5 6 P G 1 4 8 D B 1 9 2 8 P G 3 7 8 D B 2 0 6 9 P G 3 2 D B 5 5 6 5 P G 4 9 D B 5 2 8 8 P G 1 2 3 9 M B 2 P G 1 3 2 M B 5 5 P G 3 0 7 D B 3 5 6 P G 5 7 9 D B 3 5 6 P G 1 4 8 D B 1 9 2 8 P G 3 7 8 D B 2 0 6 9 P G 3 2 D B 5 5 6 5 P G 4 9 D B 5 2 8 8 P G 1 2 3 9 M B 2 P G 1 3 2 M B 5 5 P G 3 0 7 D B 3 5 6 P G 5 7 9 D B 3 5 6 P G 1 4 8 D B 1 9 2 8 P G 3 7 8 D B 2 0 6 9 P G 3 2 D B 5 5 6 5 P G 4 9 D B 5 2 8 8 P G 1 2 3 9 M B 2 P G 1 3 2 M B 5 5 P G 3 0 7 D B 3 5 6 P G 5 7 9 D B 3 5 6 P G 1 4 8 D B 1 9 2 8 P G 3 7 8 D B 2 0 6 9 P G 3 2 D B 5 5 6 5 P G 4 9 D B 5 2 8 8 P G 1 2 3 9 EOI 3 3 0 1 3 3 0 2 3:13:1D ( Not to Scale)STANDARD ’V’ DITCH-SR1- STA. 17+15 LT., 20’@7.5%, DDE=3 C Y Min. D=1.0 F t . DETAIL 21GroundNaturalGroundNatural C L B R I P R A P B 3:13:1D ( Not to Scale)STANDARD BASE DITCH-SR1- STA. 17+30 RT. 25’@5.9%, DDE=2 1 C Y DETAIL ?B= 1ft.Min. D=2Ft.Ground NaturalGroundNatura l 1 5 " D ( N o t t o S c a l e ) S P E C I A L C U T G R A S S S W A L E Flatter 4:1 or - S R 1 - S T A . 1 6 + 0 0 T O S T A . 1 8 + 0 0 L T . G r o u n d N a t u r a l D E T A I L 2 2 M i n . D = 1 . 0 F t . 3:1 24" RCP-V S E E D E T A I L ? S T A N D A R D B A S E D I T C H 1 4 S Y G E O T E X T I L E E S T . 5 T O N S 15 - Y 1 3 - P O T S t a . 1 5 + 1 6 . 2 8 - S R 1 - P O T S t a . 1 8 + 9 0 . 4 8 03. 025. 02. 01. .03 .025 .025 .02 .01 .00 .01 .02 C & G T I E T O E X I S T . -SR1- - S R 1 - P I S t a 1 7 + 7 3 . 8 1 DL = 1 7 5 . 8 2 ’ T = 8 8 . 8 3 ’ R = 5 0 0 . 0 0 ’ S E = . 0 3 C & G T I E T O E X I S T . +60 18 ’ 1 8 ’ 11’11’ 11’11’ -SR1- PC Sta. 16+84.98 -SR1- PT S ta . 18+60 .80 - S R 1 - P I S t a 1 7 + 7 3 . 8 1 L = 1 7 5 . 8 2 ’ T = 8 8 . 8 3 ’ R = 5 0 0 . 0 0 ’ S E = . 0 3 D 7’ R 7’ R 7’ R 7’ R 10 ’ 10 ’ 3 0 ’ L T - S R 1 - + 8 4 . 9 8 3 0 ’ L T - S R 1 - + 1 1 4 8 ’ L T - S R 1 - + 0 8 5 0 ’ L T - S R 1 - + 1 9 3 0 ’ L T - S R 1 - + 2 3 3 0 ’ L T - S R 1 - + 6 0 . 8 0 3 0 ’ R T - S R 1 - + 8 4 . 9 8 3 0 ’ R T - S R 1 - + 6 0 . 8 0 3 0 ’ R T EX I S T . R / W 108107 1 1 0 108107 1 1 0 39’ LT -SR1- +5044’ RT -SR1- +00 40’ LT -SR1- +00 3 5 ’ L T - S R 1 - + 9 0 3 5 ’ R T - S R 1 - + 5 0 3 6 ’ R T - S R 1 - + 0 0 3 0 ’ R T - S R 1 - + 5 0 5 1 ’ L T - S R 1 - + 8 5 3 9 ’ L T - S R 1 - + 1 0 3 0 ’ R T - S R 1 - + 3 8 3 7 ’ L T 3 0 ’ L T EX I S T . R / W 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 32’ LT -SR1- +00 3 0 ’ L T EX I S T . R / W 4 3 ’ R T 3 0 ’ R T - S R 1 - + 5 1 6 2 ’ R T - S R 1 - + 3 9 6 3 ’ R T - S R 1 - + 3 2 4 8 ’ R T - S R 1 - + 1 8 3 0 ’ R T - S R 1 - + 1 3 3 4 ’ R T - S R 1 - + 1 4 . 0 8 4 5 . 0 2 ’ L T - S R 1 - + 1 9 . 9 7 C F C C C N A D 8 3 / 9 5