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Home My WebLink About20130987 Ver 1_Application_20130912 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-250-4224 WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/ LOCATION: CENTURY CENTER, BUILDING A 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 September 11, 2013 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Mr. Brad Shaver NCDOT Coordinator N.C. Dept. of Environment and Natural Resources Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 ATTN: Mr. Stephen Lane NCDOT Coordinator Dear Sirs: Subject: Application for a Section 404 Nationwide Permits 12 & 23, Section 401 Water Quality Certificaton, and CAMA Major Development Permit for the proposed replacement of Bridge No. 4 over Island Creek on SR 1002 in New Hanover & Pender Cos. TIP No. B-4591; Federal Aid Project No. BRZ-1002(23); Debit $475 from WBS No. 38421.1.1 The North Carolina Department of Transportation (NCDOT) proposes to replace the 42-foot, 4- span Bridge No. 4 with a 90-foot, 2-span bridge on the existing alignment. Traffic will follow an offsite detour during construction. Permanent impacts to jurisdictional resources include 0.31 acre of wetland fill and 0.20 acre of mechanized clearing. Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination Form, EEP Acceptance Letter, USCG Advance Permit Approval Letter, Division of Coastal Management Major Permit Forms 1 and 5, permit drawings, stormwater management plan, utility drawings, and design plans for the above referenced project. The Programmatic Categorical Exclusion (PCE) was completed in August 2010 and distributed shortly thereafter. Additional copies are available at the NCDOT website: http://207.4.62.65/PDEA/EnvironmentalDocs/. This project calls for a letting date of May 5, 2014 and a review date of April 1, 2014. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 12 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: Replacement of Bridge No. 4 over Island Creek on SR 1002 2b. County: New Hanover & Pender Cos. 2c. Nearest municipality / town: Castle Hayne 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4591 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) 707-6156 3g. Fax no.: (919) 250-4224 3h. Email address: tstanton@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 34.367097 Longitude: - 78.815135 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 5.10 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Island Creek 2b. Water Quality Classification of nearest receiving water: C;Sw 2c. River basin: Cape Fear 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: Existing conditions at the site include maintained/disturbed roadside shoulder and forested areas. Land use in the project vicinity is predominantly forested with some agriculture, light residential development, and a limestone quarry. 3b. List the total estimated acreage of all existing wetlands on the property: 1.02 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 121 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 42-foot, 4-span bridge with a 90-foot, dual-span bridge on the existing alignment. Traffic will follow an offsite detour during construction. 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): David Bailey Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. November 23, 2009 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Fill Riverine Yes No Corps DWQ 0.31 Site 1 P T Mechanized Clearing Riverine Yes No Corps DWQ 0.20 Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g. Total wetland impacts 0.51 Permanent 2h. Comments: There will be 0.47 ac (0.36 ac for bridge construction, 0.11 ac for utility relocation) of hand clearing in wetlands. Additionally there will be 0.01 ac of temporary fill for erosion control devices in the hand clearing areas and <0.01 ac of permanent fill from power pole relocations. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T PER INT Corps DWQ Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 0 Perm 0 Temp 3i. Comments: Estimated impact is approximately 55 sq. ft. due to the interior bent piles 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O1 P T O2 P T O3 P T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 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. The proposed bridge is 48 feet longer than the existing bridge. The removal of existing road fill for longer bridge and increasing bridge openings will improve hydrological conveyance and wildlife passage, and reduce bridge opening velocities. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction will be top-down. Best Management Practices for the Protection of Surface Waters, as well as, Best Management Practices for Construction and Maintenance Activities will be implemented. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 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: 1.02 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 not, 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 and stormwater management plan. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable V i c i n i t y M a p JEANIE TYSONJASON MOORE, PE 2 5 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 5 1 0 2 0 1 0 D H V D T V ====== 1 2 6 0 %%M P H A D T A D T % * DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS P E N D E R / N E W H A N O V E R C O U N T I E S C O N V E N T I O N A L P L A N S H E E T S Y M B O L S { ISLAN D C R E E K END PROJECT B-4591 B r i d g e # 4 B E G I N B R I D G E N O T E S : L O C A T I O N P R O J E C T TO HWY 210 T O C A S T L E H A Y N E O N S R 1 0 0 2 ( H O L L Y S H E L T E R R D . / I S L A N D C R E E K R D . ) 2 0 3 5 6 , 1 0 0 6 5 * T T S T 3 D U A L 6 9 - L - S t a . 2 2 + 8 0 . 0 0 E N D B R I D G E - L - S t a . 2 3 + 7 0 . 0 0 F U N C C L A S S = S U B R E G I O N A L T I E R G R A D I N G , D R A I N A G E , P A V I N G , S T R U C T U R E 4 5 T O T A L L E N G T H S T A T E P R O J E C T 3 8 4 2 1 . 1 . 1 = 0 . 4 2 0 PENDER COUNTY NEW HANOVER COUNTY H O L L Y S H E L T E R R D. %1 1 7 21 0 2 1 0 ( 2 1 0 ( S R 1 0 0 2 IS L A N D C R E E K R D. S R 1 0 0 2 H O L L Y S H E L T E R R O A D SR 1002 ISLAND CREEK ROAD R U R A L M I N O R C O L L E C T O R 2 0 1 3 3 , 7 3 1 B E G I N T I P P R O J E C T B - 4 5 9 1 - L - S t a . 1 3 + 0 0 . 0 0 -L- POT Sta. 35+20.00 $4 0 $4 0 O F F S I T E D E T O U R R O U T E H a y n e C a s t l e T H I S P R O J E C T I S N O T W I T H I N A N Y M U N I C I P A L B O U N D A R I E S - L - -L- NEW HANOVER COUNTY PENDER COUNTY NE W H A N O V E R C O U N T Y P E N DE R C O U N T Y PENDER COUNTYCOUNTYNEW HANOVER L E N G T H R O A D W A Y F . A . P R O J E C T B R Z - 1 0 0 2 - ( 2 3 ) = 0 . 4 0 3 L E N G T H S T R U C T U R E F . A . P R O J E C T B R Z - 1 0 0 2 - ( 2 3 ) = 0 . 0 1 7 N AD 83/ 95 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 38421.1.1PE 38421.2.1 RW,UTIL 38421.3.1 CONST. BRZ-1002-(23) BRZ-1002-(23) BRZ-1002-(23) 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 : STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E.SIGNATURE:SIGNATURE:P.E.P.E. D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER ENGINEERROADWAY DESIGN L O C A T I O N : T Y P E O F W O R K : 09/08/99 B-4591 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 0 00 S e e S h e e t 1 - A F o r I n d e x o f S h e e t s 04-JUN-2013 15:42 R:\Roadway\Proj\b4591_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 CONTRACT:TIP PROJECT:B-4591 STATE HIGHWAY DESIGN ENGINEERDEPARTMENT OF TRANSPORTATIONSTATE OF NORTH C AROLINA T R A F F I C T O B E M A I N T A I N E D W I T H A N O F F S I T E D E T O U R B R I D G E # 4 O V E R I S L A N D C R E E K M A Y 2 0 , 2 0 1 4 C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I I . 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Ch e r r y St . BlossomSt. Ash St. 13 4 2 WedgewoodRd. 13 8 3 Ga r d e n P l a c e D r . Bow m a n Dr. College Rd. Castle Hayne Rd. FultonAve.13 4 3 20 3 4 20 3 5 10 0 2 Shearin Rd . MishoeRd. Blo s s o m Fer r y Rd . Blossoms Ferry Rd. Ol d H o l l y Sh e l t e r R d . Cap e L a n d i n g R d . Nixon Ln.21 8 2 Nix o n L n . Old HollyShelter Rd. 10 0 2 Ho l l y Sh e l t e r R d . 26 6 2 BarbadosBlvd. 20 7 2 Gl a z i e r Rd . Blue Clay Rd. Blue Clay Rd. Ker r y D r . 21 8 1 26 1 9 Su n r a y Rd . Prosperity Rd. Woodhaven Dr . 20 0 2 20 0 2 20 0 2 Hermitage Dr. Gilbert Curry Dr. 22 5 8 Br o o k d a l e Dr . 20 2 3 Diamond Shamrock Rd. Co o n Hunters Rd. 10 0 2 20 7 3 20 7 4 McGregor Rd. Ber w i c k D r . Ba l d Eagle Landing Dead End Rd.L o s t R d . D o e Run R d . Big Foo t Rid g e ShadowRidge ShadowRidge Fa r r i e r R d . 10 0 2 Ho l l y Sh e l t e r R d . Iron Gate Rd.D o e Ru n R d . B e a r R u n R d . Haw k e y e Rd . Iron Gate Rd. Rd . Fa r r i e r Bear Cub Rd. Ideal Rd. Ideal Rd. H o l l y Shelter Rd . 10 0 2 Ideal Cement Rd. Blu e Rd . Island Creek Rd .Island Creek Rd. Island Creek Rd. 13 3 6 Sidbury Rd. Cole Ct. WoodcrestDr. Parmele Ronald 20 6 8 20 6 9 21 1 2 20 6 7 Mary Ave. Tom Ave . Ave.MichaelDr . College Ant h o n y Dr . HopkinsRd. Rd. Rd. Cre e k 20 9 7 OaksDr. Ct. Rd. Clay Rd. Cameron Isl a n d Cr e e k D r . Island Cre e k Dr.Farm Rd. 22 2 9 22 5 9 Farm Doe Rd. Si d b u r y R d . 13 3 6 Power Li n e R d . Creek Prin c e 21 8 1 Rd. Rd . 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Moore Town Rd. Re b e c c a Kennedy Rd . 15 9 9 16 0 0 16 8 6 16 3 0 16 3 6 16 3 1 15 1 6 Pickett Rd. 151 6 14 4 1 14 4 2 14 4 3 $40 $40 16 3 6 141 6 14 1 6 Turkey Creek Rd. Oak Hills Rd . M a r l b o r o Woodhaven Dr . Rice Ct. RemingtonRd. Cam e l i a Dr. Ros e Dr . Dr. Mag n o l i a Porters La n e R d . Iv e r s h i e l d Rd. Bend Rd. Harrisons Creek Island Isl a n d Cree k Creek Marshall Rd . Rd . CSX Railroad Lu c y Pad g e t t Rd . Sp r i n g Fr o g Al l e y Ra y m o n d Wil l i a m s Rd . Pe n n s y l v a n i a A v e . Ro c k y Po i n t Tra i n i n g Rd . C a r r A v e . Ro c k y Poi n t Elementary Sc h o o l Rd . Railroad CSXPo r t e r s Ln . Rd . Ca s h a R d . Northeast Cape Fear River Ro c k y P o i n t Saw Dust Rd. Rai l r o a d St. Wagon Tra i n Rd . CartWheelRd. Cat s k i n Creek Me r r i c k s Creek Merricks Creek Trumpeter W. O. Johnstons Ave. Ho l l y Shelter Tru m p e t e r Marlin Ct. Bro w n i n g Rd . dR [4 0 8 ] %11 7 %11 7 %11 7 (21 0 (21 0 (13 3 (13 3 (21 0 (21 0 F F FF F F F F F F G F F jRo c k y P o i n t Ele m . S c h . 14 6 8 .4 1 14 6 9 14 7 0 .2 2 .2 9 .3 1 .27 .38 .2 4 .0 2 1.26 .0 1 .1 1 .3 1.0 3 14 4 5 E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l P r o p o s e d W h e e l C h a i r R a m p W C R E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C o n c r e t e o r G r a n i t e M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t P r o p o s e d T e m p o r a r y D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t U t i l i t y E a s e m e n t H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : R O A D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R }Tp ]Q l e ]/b H - F r a m e P o l e OO 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 WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line4IHa TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r|I]GAS:Gas Valve Gas Meter Recorded U/G Gas Linenc SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d oA/G Water Above Ground Gas LineA/G GasAbove Ground Water Line Above Ground Sanitary SewerA/G Sanitary Sewer MISCELLANEOUS:Utility PoleO F S 3Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW vv 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 Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V MWWS x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y V i n e y a r d S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S F L O W D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I P B E C M CONC HW CB C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of InformationE.O.I. 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 C O N V E N T I O N A L P L A N S H E E T S Y M B O L S N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1-BB-4591 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FOWWTVTVTV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 3/15/06 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s e d T e m p o r a r y U t i l i t y E a s e m e n t T U E 04-JUN-2013 15:42 R:\Roadway\Proj\b4591_Rdy_typ.dgn $$$$USERNAME$$$$ HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO. 5/14/99 SHEET NO.PROJECT REFERENCE NO. 2 B-4591 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS BICYCLE ROUTE BICYCLE ROUTE . 0 2 . 0 2 T Y P I C A L S E C T I O N O N S T R U C T U R E 1 2 ’ 1 2 ’ G R A D E P O I N T USE TYPICAL SECTION NO.2 AS FOLLOWS:GRADE POINT GROUNDORIGINAL6’9’ W/GR 6 ’ 9 ’ W / G R 12’ 4 ’ 4’ BICYCLE ROUTE BICYCLE ROUTE 0.02 0 . 0 2 1 2 ’ 12’24’VAR SEE X-SECTIONSFDPS T Y P I C A L S E C T I O N N O . 2 G R O U N D O R I G I N A L V A R. 3:1 M A X. 3:1 MAX4:1 0 . 0 2 0.02 F D P S T T - L - S T A . 2 2 + 8 0 . 0 0 T O S T A T I O N 2 3 + 7 0 . 0 0 -L- STA. 14+00.00 TO STATION 22+80.00 (BEGIN BRIDGE)-L- STA. 23+70.00 (END BRIDGE) TO STATION 33+00.00 6 " / / / / / / / / / M I N . U E 2 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 C 2 D 2 D 1 C 1 E 2 / / / 2 . 5 " 2 . 5 " M I N . 3 " 3 " C 1 D 2 D 1 C 2 GRADE POINT GROUNDORIGINAL6’9’ W/GR 6 ’ 9 ’ W / G R 12’ 4 ’ F D P S 4’ BICYCLE ROUTE BICYCLE ROUTE USE TYPICAL SECTION NO.1 AS FOLLOWS T Y P I C A L S E C T I O N N O . 1 0.02 0 . 0 2 1 2 ’ 12’24’VAR SEE X-SECTIONS G R O U N D O R I G I N A L FDPS G R A D E T O T H I S L I N E T E11:11:1 TRANSITION FROM EXISTING TO TYPICAL SECTION NO.1 -L- STA. 34+70.00 TO STATION 35+20.00-L- STA. 13+00.00 TO STATION 13+50.00-L- STA. 13+50.00 TO STATION 14+00.00 -L- STA. 33+00.00 TO STATION 34+70.00U C 1 3:1 MAX4:1 0 . 0 2 0.02 V A R. 3:1 M A X. D1 " 21 9 "219 T E 1 D 1 WC1 D1JC1 " 21 1 3 P 4 ’ 4 ’ 3 2 ’ CL CLCL-L- SR 1002 -L- SR 1002 - L - S R 1 0 0 2 CL S U R V E Y 6" G R A D E T O T H I S L I N E P R O P . V A R . D E P T H A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , G R E A T E R T H A N 4 " I N D E P T H . D E P T H , T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 2 " I N D E P T H O R T Y P E I 1 9 . 0 B , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 1 1 2 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 2 " I N D E P T H . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 B , A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . J P R I M E C O A T A T T H E R A T E O F . 3 5 G A L . P E R S Q . Y D . P E A R T H M A T E R I A L . T P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E T Y P E S 9 . 5 B , N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . P R O P . 8 " A G G R E G A T E B A S E C O U R S E . A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 , T Y P E I 1 9 . 0 B , A T A N A V E R A G E R A T E O F 2 8 5 L B S . P E R S Q . Y D . P R O P . A P P R O X . 2 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , C 1 C 2 D 1 D 2 E 1 E 2 U E X I S T I N G P A V E M E N T . W W E D G I N G . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 4 " I N D E P T H O R G R E A T E R H W R E M O V E E X . DOWN TO EL. 1.0’TO BE REMOVEDEX. ENDBENTDOWN TO EL. 1.0’TO BE REMOVEDEX. ENDBENT @ BRIDGEBEG SBG @ BRIDGEBEG SBG@ BRIDGEEND SBG@ BRIDGEEND SBG @ STA. 20+30 -L-BEG SBG@ STA. 21+92 -L-BEG SBG 6 0 . 0 0 ’ 60.00’ REVISIONS HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 24-JUL-2013 11:54 R:\Roadway\Proj\b4591_rdy_psh4.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS4B-4591 MATCHLINE SEE SHEET 5 -L- STA. 25+40.00 TRAFFIC IS TO BE MAINTAINED ON AN OFFSITE DETOURSEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANSSEE SHEET 6 FOR PROFILE - B L - 5 P I N C 1 2 + 0 8 . 1 0 -BL- 4 PINC 21+60.26 N C N C G R A U 3 5 0 T L - 3 T Y P E I I I T Y P E I I I T Y P E I I I T Y P E I I I S K E T C H S H O W I N G B R I D G E / R O A D W A Y R E L A T I O N S H I P B E G I N B R I D G E E N D B R I D G E B E G I N A P P R O A C H S L A B E N D A P P R O A C H S L A B S T A . 2 2 + 8 0 . 0 0 S T A . 2 2 + 6 8 . 0 0 S T A . 2 3 + 8 2 . 0 0 S T A . 2 3 + 7 0 . 0 0 24’ 24’ 24’ 32’ 4’4’ G R A U 3 5 0 T L - 3 R/W REVISION - ADDED PERMANENT UTILITY EASEMENT LIMITS FROM -L- STA. 16+37.00 TO STA. 19+10.00 LT AND FROM -L- STA. 24+29.70 TO 24+59.70 LT. -- SEC 07/24/13 D H W 15" RCP-IV 6 0 " C A A P 6 0 " C A A P 15"2GI 2GI CL B RIP RAP0401040204040405 040604030407CL B RIP RAP2GI2GI2GI15" RCP-IV 15"15" RCP-IV 60" CAAP 60" CAAP -L- Sta. 23+70.00 G R A U 3 5 0 GRAU 350 GRAU 350 T L - 3 TL-3 -L- Sta. 22+80.00 BEGIN BRIDGEEND BRIDGETYPE III TYPE IIITYPE IIITYPE IIITL-3 - L - P O T S t a . 1 3 + 0 0 . 0 0 15+00 20+00 25+00 B E G I N P R O J E C T B - 4 5 9 1 4’ PS 24’ PS 4’ N C N C N C 24’ PS 4’24’ PS 4’ EXIST N C 1 0 0 ’ T R A N S I T I O N F F F F F F F F F F F F F F F F F F F FFFFFFFFFFFFFFF F C C C CC C C C C 6 0 " C M P B S T BST C O N C H W 2 6 ’ 9’ WD WW9’ WD WW CONC BRIDGE #4 WW12’ WD -BL- 4 PINC 21+60.26 WW12’ WD - B L - 5 P I N C 1 2 + 0 8 . 1 0 SIDBURY LAND & TIMBER, LLC DB 4526 PG 835DB 1536 PG 389 MB 31 PG 310 C A S T L E H A Y N E D E V E L O P M E N T , L L C 1 5 ’ B E L L S O U T H U T I L I T Y E A S E M E N T 15’ BELLSOUTH UTILITY EASEMENTDB 1733 PG 8481 23 E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W S T E E L G A T E EBB/FLOODISLAND CREEKISLAND CREEKFLOOD/EBB PONDUTILITY EASEMENT15’ BELLSOUTH R/R SPIKE IN 24" PINEBL STA. 23+22 35’ RT. BM 4 ELEV.= 4.94’ 1 5 " R C P 16’ SOIL 8’ SOIL BRANCH JUMPIN RUN B R A N C H J U M P I N R U N D B 15 3 6 P G 3 8 9 M B 3 1 P G 3 1 0 C A S T L E H A Y N E D E V E L O P M E N T , L L C D B 17 3 3 P G 8 4 8 1 S I D B U R Y L A N D & T I M B E R , L L C D B 4 5 2 6 P G 8 3 5 2 RUNS W /CREEK AND COUNTY LINEPROPERY LINE PK 1 5 ’ B E L L S O U T H U T I L I T Y E A S E M E N T M B 3 2 P G 1 8 0 15’ BELLSOUTH UTILITY EASEMENT PB 27 PG 101 DB 3566 PG 139 PB 47 PG 98DB 1072 PG 160 PB 1 PG 57CONSULTANTS, INC.BUYERS, BROKERS & 4LAWRENCE PARKS MB 47 PG 98DB 3870 PG 285 ISLAND CREEK RD. 24’ BSTSR 1002 HOLLY SHELTER RD./ I S L A N D C R E E K R D . 2 2 ’ B S T S R 1 0 0 2 H O L L Y S H E L T E R R D . / PENDER COUNTY NEW HANOVER COUNTY NEW HANOVER COUNTYPENDER COUNTY 7 0 . 0 0 ’ + 5 0 . 0 0 7 0 . 0 0 ’ + 6 0 . 0 0 3 0 . 2 8 ’ + 0 0 . 0 0 5 0 . 0 0 ’ + 1 0 . 0 0 2 9 . 7 2 ’ + 0 0 . 0 0 5 0 . 0 0 ’ + 5 0 . 0 0 70.00’50.00’29.82’+00.00 6 4 . 0 0 ’ 5 0 . 0 0 ’ 3 0 . 0 8 ’ + 8 9 . 0 0 6 4 . 0 0 ’ 5 4 . 0 0 ’ 3 0 . 0 5 ’ + 4 8 . 0 0 6 0 . 0 0 ’ 5 0 . 0 0 ’ 2 9 . 8 3 ’ + 7 6 . 0 0 6 0 . 0 0 ’ 5 0 . 0 0 ’ 2 9 . 8 5 ’ + 3 7 . 0 0 70.00’60.00’29.79’+70.00 5 0 . 0 0 ’ 3 0 . 0 0 ’ + 1 0 . 0 0 5 0 . 0 0 ’ 3 0 . 0 0 ’ + 6 5 . 0 0 50.00’29.89’+30.0082.00’52.00’30.21’82.00’60.00’30.19’ 8 2 . 0 0 ’ 6 0 . 0 0 ’ 8 2 . 0 0 ’ 6 0 . 0 0 ’ + 5 1 . 0 0 + 2 1 . 0 0 6 0 . 0 0 ’ 2 9 . 9 7 ’ + 1 0 . 0 0 +29.70 +59.70 REMOVE EX. REMOVE EX. @ STA. 24+58 -L-END SBGNAD 83/ 95 @ S T A . 2 6 + 2 0 - L - E N D S B G 60.00’ REVISIONS HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 24-JUL-2013 11:54 R:\Roadway\Proj\b4591_rdy_psh5.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS5B-4591 MATCHL INE SEE SHEET 4 -L - STA . 25+ 40 .00 TRAFFIC IS TO BE MAINTAINED ON AN OFFSITE DETOURSEE SHEET 6 FOR PROFILE G RAU 3 5 0 TL-3 06 05 04 03 02 01 01 02 00 02 01 00 01 02 03 04 05 06 D R = 1,0 6 0 .0 0 ’ - L - P O T S t a . 3 5 + 2 0 . 0 0 E N D P R O J E C T B - 4 5 9 1 L - L - P T S t a . 3 2 + 0 8 . 8 7 - L - P C S t a . 2 8 + 0 3 . 6 9 P I S t a 3 0 + 0 8 . 7 9 L = 4 0 5 .18 ’ T = 2 0 5 .0 9 ’ e = 0 . 0 6 R O = 16 2 ’ 30+00 35+00 -BL- POT 36+10.91NCDOT GPS B4591-2 24 ’ PS4’24’PS4’02 N C N CEXIST 02 27’ T YP 2 7 ’ TYP + 68 .69 +70.87100’ TRANSITION F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C CCC 8’ SOIL/GRASSSR 1002 HOLLY SHELTER RD./ISLAND CREEK RD. 24’ BST GR 15’ BELLSOUTH UTILITY EASEMENT - B L - P I N C 2 6 + 8 3 . 2 9 N C D O T G P S B 4 5 9 1 - 3 -BL- POT 36+10.91 NCDOT GPS B4591-2 C O U N T YNEW HA N O V E RPENDER COUNTY 15 ’ B E L L S O U T H UT IL IT Y E AS E ME N T D B 3 5 6 6 P G 13 9 P B 4 7 P G 9 8 D B 10 7 2 P G 16 0 P B 1 P G 5 7 EXISTING R/W EXISTING R/W U / G F O V A U L T U / G F O V A U L T GR E B B / F L O O D I S L A N D C R E E K E XIS T ING R / W E X IS T IN G R / W 6 0 .0 0 ’ 10 9 8 7 3 BUYERS, BROKERS & CONSULTANTS, INC4 PR O PERTY LIN E R U N S W/C R EEK A N D CO U N TY LIN E PB 1 PG 57PB 47 PG 98DB 1072 PG 160DB 3566 PG 13915’ BELLSOUTH UTILITY EASEMENT C O N S U L T A N T S , I N C . B U Y E R S , B R O K E R S & P B 4 7 P G 9 8 P B 1 P G 5 7 C O N S U L T A N T S , IN C . B U Y E R S , B R O K E R S & 4 3 L A W R E N C E P A R K S M B 4 7 P G 9 8 D B 3 8 7 0 P G 2 8 5 LAWRENCE PARKS MB 47 PG 98DB 3870 PG 285 IS LAND CR E E K R D . 2 4 ’ B S T S R 10 0 2 H OLLY S H E LT E R R D ./ N E W H A N O V E R C O U N T Y 29.65’+20.00 30.35’+20.00 6 0 . 0 0 ’ 2 9 . 7 3 ’ + 0 5 . 0 0 + 0 3 . 6 9 50.00’+70.0050.00’+64.00 5 0 . 0 0 ’ + 2 0 . 0 0 + 8 4 . 0 0 + 4 8 . 0 0 6 1 . 0 0 ’ + 2 4 . 0 0 6 1 . 0 0 ’ + 3 2 . 0 0 6 0 . 0 0 ’ 5 2 . 0 0 ’ 2 9 . 6 5 ’ 6 5 . 0 0 ’ 5 0 . 0 0 ’ 6 5 . 0 0 ’ 5 0 . 0 0 ’ 2 8 + 8 4 .0 0 5 0 .0 0 NAD 83/ 95 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 20+0021+0022+0023+0024+0025+00 - 3 0 - 2 0 - 1 0 01 0 2 0 3 0 4 0 -30-20-10010203040 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 3 0 + 0 0 3 1 + 0 0 3 2 + 0 0 3 3 + 0 0 34+0035+00 - 4 0 - 3 0 - 2 0 - 1 0 01 0 2 0 3 0 4 0 -40-30-20-10010203040DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 04-JUN-2013 15:46 R:\Roadway\Proj\b4591_rdy_pfl_s6.dgn $$$$USERNAME$$$$ 6B-4591 SEE SHEETS 4 & 5 FOR PLAN VIEWSEE SHEETS 4 & 5 FOR PLAN VIEW B E G I N G R A D E - L - S R 1 0 0 2 H O L L Y S H E L T E R / I S L A N D C R E E K R D E L . 1 9 . 4 0 - L - S T A T I O N 1 3 + 5 0 . 0 0 P I = 1 6 + 0 0 . 0 0 E L = 1 0 . 4 0 ’ (- )3 .6 0 0 0 % (- )0 .5 4 9 9 % V C = 4 2 0 ’ K = 1 3 8 PI = 21+75.00 EL = 7.24’(-)0.5499%(+)0.3000%VC = 120’K = 141 END GRADE -L- STATION 34+70.00 EL. 15.82 P I = 3 2 + 7 0 . 0 0 E L = 1 0 . 5 2 ’ ( + ) 0 . 3 0 0 0 % ( + ) 2 . 6 4 8 1% V C = 3 2 0 ’ K = 1 3 6 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGECFS YRS YRSBASE FREQUENCY OVERTOPPING ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFT FTDESIGN HW ELEVATION BASE HW ELEVATIONBRIDGE HYDRAULIC DATA FT DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEYFT= 2200 = 50 = 7.3 = 2700 = 100= 7.9 = 2660 = 100= 7.9 = = 8/17/2011 = 0.5