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Home My WebLink About20140998 Ver 1_Application_20140922 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY September 19, 2014 Washington Regulatory Field Office US Army Corps of Engineers 2407 West 5th St. Washington, North Carolina 27889 ATTN: Mr. Tom Steffens NCDOT Coordinator Dear Sir: Subject: Application for Section 404 Individual Permit, Tar-Pamlico Riparian Buffer Authorization and Section 401 Water Quality Certification for the proposed replacement of Bridge Nos. 85, 141, 151 and Culvert No. C70 on US 301 over Swift Creek and Culvert No. C161 on US 301 over Lane Swamp in Nash County. Federal Aid Project No. BRSTP-0301(25), TIP No. B-5124. Debit $570.00 from WBS 42270.1.1. The North Carolina Department of Transportation (NCDOT), Division of Highways, in consultation with the Federal Highway Administration (FHWA), proposes to replace Bridge Nos. 141, 151, 85, and Culverts C70 and C161 on US 301 in Nash County. The purpose of this letter is to request approval for a Section 404 Individual Permit, Tar-Pamlico Buffer Authorization and Section 401 Water Quality Certification. In addition to the cover letter, this application package includes the following for B-5124: ENG Form 4345, stormwater management plan, permit drawings, roadway plans, EEP acceptance letter, and USFWS Concurrence Letter. 1.0 Purpose and Need The purpose for this project, as identified in the Categorical Exclusion (CE), is replace the either functionally obsolete or structurally deficient bridges and bring US 301 shoulder width up to current design standards, thus necessitating the culvert extensions. 2.0 Project Description The project involves replacing Bridge Nos. 85, 141, and 151 and Culvert Nos. C70 and C161 along US 301. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 3.0 Summary of Impacts Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 4.17 acres of permanent wetland impacts and 108 feet of permanent stream impacts. 4.0 Summary of Mitigation The proposed construction of B-5124 will impact 4.17 acres of riparian wetlands that will require mitigation. See attached EEP acceptance letter for additional information. 5.0 Project Schedule Currently, B-5124 has a review date of March 3, 2015 and is scheduled to let April 21, 2015; it will be available for construction shortly thereafter. The let date, however, may advance as additional funds become available. 6.0 NEPA Document Status The FHWA and NCDOT completed the CE in December 2013 in compliance with the NEPA guidelines. The CE explains the purpose and need for the project, provides a description of the alternatives considered, and characterizes the social, economic, and environmental effects. The CE was approved and circulated to federal, state, and local agencies. This document is posted on the NCDOT website at https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links > Environmental Documents. 6.1 Independent Utility B-5124 is in compliance with 23 CFR Part 771.111(f) which lists the FHWA characteristics of the independent utility of a project. The project meets the criteria for independent utility as discussed below: • The project has logical termini and independent utility and is of sufficient length to address environmental matters on a broad scope; • The project is usable and a reasonable expenditure of funds, even if no additional transportation improvements are made in the area; and • The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. 7.0 Resource Status The project is located in the Tar-Pamlico River basin and lies within Hydrologic Unit 03020101 (Subbasin 28-78-(0.5). This is within the Middle Atlantic Coastal Plain eco-region. The project crosses Swift Creek, as well as several tributaries to waters of the U.S., and multiple wetlands. Wetland and stream delineations were completed April 23, 2009. Jurisdictional areas within the project study area were field reviewed by the USACE (William Westcott) May 28, 2009. 2 7.1 Wetland Delineations A wetland identification and preliminary assessment analysis for the study area was performed and summarized in the 2009 Natural Resources Technical Report (NRTR) and 2012 NRTR Addendum. The wetlands within the study area were delineated based on the 1987 U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual and a preliminary design was prepared to avoid and minimize wetlands to the maximum extent possible. 7.2 Stream Delineations The stream channels within the project study area were identified, evaluated, and classified using the NCDWQ stream identification form and the Cowardin classification system. Water quality information for the streams within the project study area was derived from available sources provided through the NCDENR. 7.3 B-5124: Characterization of Jurisdictional Sites 7.3.1 Wetlands There is one wetland type found within the project study area based on the NC Wetland Assessment Method (NC WAM): Riverine Swamp Forest. More detailed information about these wetlands can be found in the CE and the NRTR which includes figures showing the wetlands within the project area. 7.3.2 Streams The Best Usage Classification for the Swift Creek, UT’s to Swift Creek and Lane Swamp, on the project is “C; NSW”. Details for the jurisdictional streams within the project area are provided in the CE and NRTR. There are no waters within the project vicinity classified as High Quality Waters (HQW). Neither Water Supplies (WS-I: undeveloped watersheds or WS-II: predominately undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the project area. Streams within the B-5124 project area are not designated as North Carolina Natural or Scenic Rivers, or as National Wild and Scenic Rivers. Additionally, these waters are not listed on the 2014 303(d) list of impaired waters due to sedimentation or turbidity. 7.4 Impacts to Jurisdictional Resources Impacts to jurisdictional wetlands and surface waters for B-5124 are summarized below in Tables 1 and 2 respectively. 3 Table 1. B-5124 Wetlands Impacts Permit Drawing Site Number (2014) Map Label in CE (2013) Type Permanent Impacts (ac.) Temporary Impacts (ac.) Mitigation Required* (2:1) 1 WA & WB Riverine Swamp Forest 0.39 Yes 2 WA & WB Riverine Swamp Forest 1.10 0.02 Yes 3 WA & WB Riverine Swamp Forest 1.22 Yes 4 WA & WB Riverine Swamp Forest 0.75 0.01 Yes 5 WA & WB Riverine Swamp Forest 0.69 Yes Total Riparian: 4.17** 0.03 Total Non-riparian: 0.00 0.00 Grand Total: 4.17** 0.03 * For permanent jurisdictional wetland impacts **Rounded totals are sum of actual impacts Table 2. B-5124 Surface Water Impacts Permit Drawing Site Number Waterbody Labeled in CE Permanent (ft) Permanent (ac.) Temporary (ft) Temporary (ac.) USACE Mitigation Required (2:1) 1 UT to Swift Creek 18 0.03 32 0.02 No 1* UT to Swift Creek 20 No 2 UT to Swift Creek <0.01 56 0.05 No 3 UT to Swift Creek 5 <0.01 12 0.10 No 4 Swift Creek <0.01 73 <0.01 No 5 Lane Swamp 19 0.02 54 0.03 No 5* Lane Swamp 46 0.03 No Total: 108 0.09 227 0.21 *Denotes bank stabilization; when necessary, mitigation required by the USACE exceeds the amount required by NCDWR Permanent Impacts: Proposed permanent impacts for B-5124 include fill, excavation, and mechanized clearing in 4.17 acres of riparian wetlands. Proposed permanent impacts to jurisdictional streams are 108 linear feet. Bank stabilization totals 66 linear feet. Temporary Impacts: There will be 227 linear feet of temporary impacts to jurisdictional streams due to culvert installations. 4 Riparian Buffer Impacts: This project is located in the Tar-Pamlico River Basin; therefore, the regulations pertaining to the Tar-Pamlico River Buffer Rules apply. There will be 13,596 ft2 of impacts to riparian buffers. This includes 8,384 ft2 in Zone 1 and 5,215 ft2 due to the bridge and culvert crossings. Utility Impacts: There are no jurisdictional impacts resulting from utility relocations on this project. 8.0 Protected Species The United States Fish and Wildlife Service (USFWS) list 3 federally protected species for Nash County as of the December 27, 2012 listing (Table 3). Table 3. Federally Protected Species in Nash County Common Name Scientific Name Federal Status Habitat Biological Conclusion Red-cockaded woodpecker Picoides borealis E No No Effect Dwarf wedgemussel Alasmidonta heterodon E No MA-NLAA Tar River spinymussel Elliptio steinstansana E No MA-NLAA E - Endangered ; MA-NLAA – May Affect-Not Likely to Adversely Affect Dwarf wedgemussel and Tar River spinymussel Mussel surveys were conducted on May 6, 2009 and August 24, 2011 by NCDOT biologists. During the survey, no mussels or mollusks of any kind were encountered. The dwarf wedgemussel and Tar River spinymussel appear to be limited to creeks and rivers having moving, well-oxygenated water with gravel or sandy, silt-free substrate. Due to little water movement and the presence of large amounts of decaying organic material, this reach of Swift Creek is likely to have low dissolved oxygen and low pH, making it unstable for these species. Subsequent surveys were performed for Lane Swamp and Ut crossings. No suitable habitat for either species was found in these surveys. Because dwarf wedgemussel and Tar River spinym ussel have been found in the Swift Creek watershed, their presence in the project area cannot be entirely ruled out. Therefore, the biological conclusion for the dwarf wedgemussel and Tar River spinymussel is “May Affect- Not Likely to Adversely Affect”. Concurrence was issued September 3, 2010 by the USFWS for Swift Creek (see attached). 8.1 Bald and Golden Eagle Protection Act (BGPA) In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. While a few large trees are present in the study area, the canopy is too closed to provide foraging habitat for bald eagle. In addition, the NCNHP database (updated July 2014) does not indicate any occurrences of bald eagle within 1.0 mile of the study area. 5 8.2 Moratoria Anadromous fish moratorium February 15 – June 15 for Bridge Nos. 141 and 151. The moratorium does not apply to Bridge No. 85 nor Culverts 70 and 161. 9.0 Cultural Resources NCDOT – Human Environment Section, under the provisions of a Programmatic Agreement with FHWA, NCDOT, HPO, OSA and the Advisory Council on Historic Preservation (effective July 1, 2009), reviewed the proposed project and determined that no surveys are required. 10.0 FEMA Compliance The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations. 11.0 Mitigation Options The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. 11.1 Avoidance and Minimization All jurisdictional features were delineated, field verified and surveyed within the corridor for B- 5124. Using these surveyed features, preliminary designs were adjusted to avoid and/or minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been incorporated into BMP documents that have been reviewed and approved by the resource agencies and which will be followed throughout construction. All wetland areas not affected by the project will be protected from unnecessary encroachment. Individual avoidance and minimization items are as follows: • No staging of construction equipment or storage of construction supplies will be allowed in wetlands or near surface waters. • The project was designed to avoid or minimize disturbance to aquatic life movements. • NCDOT and its contractors will not excavate, fill, or perform land clearing activities within Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by the USACE. To ensure that all borrow and waste activities occur on high ground, except as authorized by permit, the NCDOT shall require its contractors to identify all areas to be used to borrow material, or to dispose of dredged, fill or waste material. Documentation of the location and characteristics of all borrow and disposal sites associated with the project will be 6 available to the USACE on request. • Grass Swale treatments have been incorporated in areas where flat slopes can be maintained. • Proposed culverts will be buried 1 ft. to provide for fish passage. • All wetlands will receive diffused flow. • Special Sediment Control Fence will be used were applicable. • The existing causeway will be utilized to minimize jurisdictional impacts. • Maintenance of traffic via offsite detour. • Anadromous fish moratorium February 15 – June 15 for Bridge Nos. 141 and 151. The moratorium does not apply to Bridge No. 85 nor Culverts 70 and 161. • Bank stabilization at outlets of culverts will not impact the stream bed. • Considering environmental, hydraulic, and roadway perspectives, 3:1 slopes are proposed within the wetlands. 11.2 Compensation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. The unavoidable impacts to Waters of the U.S. will be offset by compensatory mitigation provided by EEP. 12.0 Indirect and Cumulative Effects The project is not in conflict with any plans, existing land use, or zoning regulation. No change in land use is expected to result from the construction of the project. 13.0 Essential Fish Habitat The project will not impact any essential fish habitat afforded protection under the Magnuson-Stevens Act of 1996 (16 U.S.C 1801 et seq.). 14.0 Regulatory Approvals Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the above-described activities. Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We are providing this application to the NCDWR, for their approval. Authorization to debit the $570 Permit Application Fee from WBS Element 42270.1.1 is hereby given. Tar-Pamlico River Buffer Authorization: NCDOT requests that the NC Division of Water Resources review this application and issue a written approval for a Tar-Pamlico River Riparian Buffer Authorization. 7 A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links> Permit Applications. A copy of the CE is also available at the above website address under Quick Links> Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact John Merritt at jsmerritt@ncdot.gov or (919) 707-6140 Sincerely, -6<1/" - Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List. 8 U.S. ARMY CORPS OF ENGINEERS Form Approved - APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710-0003 33 CFR 325. The proponent agency is CECW-CO-R. Expires: 31-AUGUST-2013 Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions , searching existing data sources. gathering and maintaining the data needed , and completing and reviewing the collection of information . Send comments regarding this burden estimate or any other aspect of the collection of information . including suggestions for reducing this burden, to Department of Defense. Washington Headquarters , Executive Services and Communications Directorate , Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstand ing any other provision of law , no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses . Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity . PRIVACY ACT STATEMENT Authorities : Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act , Section 404, 33 USC 1344; Marine Protection , Research, and Sanctuaries Act, Section 103 , 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332 . Principal Purpose : Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal , state , and local government agencies , and the public and may be made available as part of a public notice as required by Federal law . Submission of requested information is voluntary , however, if information is not provided the permit application cannot be evaluated nor can a permit be issued . One set of original drawings or good reproducible copies wh ich show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity . An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO . 2 . FIELD OFFICE CODE 3 . DATE RECEIVED 4 . DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BY APPLICANT) 5 . APPLICANT'S NAME 8 . AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First -Richard Middle-W . Last-Hancock, P.E. First -Middle-Last- Company-NCDOT -PDEA Company- E-mail Address -E-mail Address - 6 . APPLICANT'S ADDRESS: 9 . AGENT'S ADDRESS : Address-1598 Mail Service Center Address- City-Raleigh State -NC Zip-27699 Country-USA City-State-Zip-Country- 7 . APPLICANT'S PHONE NOs. w/AREA CODE 10 . AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c . Fax 919-707-6140 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request. supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12 . PROJECT NAME OR TITLE (see instructions) B-5124 13. NAME OF WATERBODY , IF KNOWN (if applicable) 14 . PROJECT STREET ADDRESS (if applicable) Swift Creek and tributari es, Lane Swamp Address U.S 301 ··--·-... ····-· ... .. 15. LOCATION OF PROJECT i Latitude : •N 36.078573 Longitude: •W -77.748548 City ~ Battleboro State-NC Zip-".27~09 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax ParceiiD Municipality Section-Township-Range- ENG FORM 4345; JUL 2013 PREVIOUS EDITiONS ARE OBSOLETE . Page 1 of 3 17. DIRECTIONS TO THE SITE See attached cover letter From Battleboro, travel north on US 301 for approximately 1/2 mile to the project site. 18. Nature of Activity (Description of project, include all features) The project involves the replacement of three bridges and two culverts. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) This project's purpose is to replace the either functionally obsolete or structurally deficient bridges and bring US 301 shoulder width up to current design standards. See attached cover letter for more information. USE BLOCKS 20-231F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Roadway fill due to road construction. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Amount in Cubic Yards Amount in Cubic Yards See attached cover letter & permit drawings 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached cover letter & permit drawings or Linear Feet 23. Description of Avoidance, Minimization, and Compensation (see instructions) · See attached cover letter ENG FORM 4345, JUL 2013 Type Amount in Cubic Yards Page 2 of 3 24 . Is Any Portion of the Work Already Complete? DYes ~No IF YES, DESCRIBE THE COMPLETED WORK 25 . Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more th an ca n be entered ha-e. pl eas e attach a suppl emen tal list). a. Address-See list prov ided via em ail City-State-Zip- b. Address- City-State-Zip- c. Address- City-State-Zip- d. Address- City-State-Zip - e . Address- City -State-Zip - 26. List of Other Certificates or Approvals/Denials received from other Federal, State , or Local Agencies for Work Described in This Application . AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER *Would include but is not restricted to zoning , building , and flood plain permits DATE APPLIED DATE APPROVED DATE DENIED 27 . Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. Cf -/9-ZDIY. re DATE SIGNATURE OF AGENT fl A, SjGNA Tu,qE ~~ APJ~ICANT 1 ~ -f1r ~~(I~ ou, ~(..OC;""t, DATE The Application must be signed by the person who desires to undertake the proposed activ ity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed . 1 18 U .S .C . Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and w illfully falsifies , conceals, or covers up any trick , scheme , or disguises a material fact or makes any false , fictitious or fraudulent statements or representations or makes or uses any false writing or document k nowing same to contain any false, fictitious or fraudulent statements or entry , shall be fined not more than $10 ,000 or imprisoned not more than five years or both. ENG FORM 4345, JUL 2013 ~I Page 3 of 3 United States Department of the Interior Gregory J. Thorpe, Ph .D . FISH AND WILDLIFE SERVICE Ra leigh Fie ld Office Post Office Box 33726 Rale igh, N01th Caro lina 27,636-3726 September 3, 2010 North Carolina Department of Transportation Project Development and Environmental Analysis 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Dr. Thorpe: SEP 7 2010 · . . ·DiVISION OF li~GWi'AYS POOA·OFFICE OF NAnJRAL Em'IRONMENT ·-·---------' c.. c. ~ 1-. Lv: \ \'.oms V Qe q -'1-I 0 This letter is in response to your letter of September 1, 2010 which provided the U.S . Fish and Wildlife Service (Service) with the biological conclusion ofthe North Carolina Department of Transportation (NCDOT) that the replacement of Bridge Nos. 141 and 151 on US 301 over Swift Creek in Nash County (TIP No. B -5124) may affect, but is not likely to adversely affect the federally endangered dwarfwedgemussel (Alasmidonta heterodon) and Tar River spinymussel (Elliptio steinstansana). These comments are provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543). According to information provided, mussel surveys were conducted at the crossing sites on May 6, 2009. The surveys extended 100 meters upstream and 400 meters downstream of the two crossings. No mussels of any species were observed, and suitable habitat was absent at and near the project site. However, the dwarfwedgemussel is known from the Swift Creek watershed several miles upstream in Red Bud Creek, and the Tar River spinymussel is known to occur in Swift Creek several miles upstream and downstream of the project site. Based on the mussel survey results and other available information, the Service concurs with your determination that the proposed project may affect, but is not likely to adversely affect the dwarf wedgemussel and Tar River spinymussel. We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied for these species. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered in this review; (2) this action is subsequently modified in a manner that was not considered in this review; or (3) a new species is listed or critical habitat determined that may be affected by this identified action . The Service appreciates the opportunity to review this project. If you have any questions regarding our response , please contact Mr. Gary Jordan at (919) 856-4520 (Ext. 32). Sincerely, ~~- Pete Benjamin Field Supervisor cc: Tom Steffens, USACE, Washington, NC Travis Wilson, NCWRC, Creedmoor, NC Chris Militscher, USEP A, Raleigh, NC John Sullivan, FHW A, Raleigh, NC David Harris, NCDOT, Raleigh, NC Page 1of 5 Pr o j e c t M a n a g e r : NC D W Q S t r e a m I n d e x : 22 - 3 7 ( S w i f t C r e e k a n d O v e r f l o w ) a n d 2 8 - 7 8 - 5 ( L a n e S w a m p ) Na s h C o u n t y B- 5 1 2 4 Pr o j e c t N o . : Ci t y / T o w n : Co u n t y ( i e s ) : Ge n e r a l P r o j e c t I n f o r m a t i o n Ri v e r B a s i n ( s ) : TVA County? no Pr o j e c t D e s c r i p t i o n Ad d e d I m p e r v i o u s A r e a ( a c . ) : 1. 3 1 4 m i l e s Te r m i n u s : Pr o j e c t L e n g t h ( l i n . m i l e s / f e e t ) : 2. 5 5 30 3 ( d ) S t r e a m ? 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Bu f f e r R u l e s : ye s Ta r - P a m l i c o R i v e r B a s i n CA M A C o u n t y ? 14-Mar-14 De s i g n e r : No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Jo n a t h a n W h i t t i n g t o n , I C A Da t e : De s c r i p t i o n o f E x i s t i n g P r o j e c t A r e a : R u r a l C o a s t a l P l a i n s , f a c i l i t y t y p e : M i n o r A r t e r i a l De s c r i p t i o n o f P r o p o s e d P r o j e c t : #C - 7 0 : r e t a i n a n d e x t e n d R C B C 1 8 ' u p s t r e a m ; # 8 5 : p r o p o s e d 1 @ 7 0 ' , 1 @ 5 5 ' ( 2 4 " P C C S w / 2 . 5 ' c a p s ) ; # 1 4 1 : p r o p o s e d 1 @ 3 5 ' , 1 @ 5 5 ' , 1 @45' (21" PC C S w / 2 . 5 ' c a p s ) ; # 1 5 1 : p r o p o s e d 1 @ 4 0 ' ( 2 1 " P C C S w / 2 . 5 ' c a p s ) , 1 @ 7 0 ' ( 2 4 " P C C S w / 2 . 5 ' c a p s ) , 1 @ 3 5 ' ( 2 1 " P C C S w / 2 . 5 ' c a p s ) ; #C-161: retain an d e x t e n d R C B C 1 9 ' u p s t r e a m Ge n e r a l C o m m e n t s : ex i s t i n g s t r u c t u r e s a r e # C - 7 0 : 4 @ 1 0 ' x 7 ' R C B C , 3 7 ' 6 " a l o n g c e n t e r l i n e ; # 8 5 : 4 @ 2 4 ' , R C f l o o r o n c o n c r e t e I - b e a m , R C a b u t m e n t s o n p iles, interior bents: RC c a p s / H - p i l e s ; # 1 4 1 : 1 @ 1 7 ' , 4 @ 1 8 ' , 1 @ 1 7 ' , R C s l a b o n R C f u l l h e i g h t a b u t m e n t s , i n t e r i o r b e n t s : R C p o s t & b e a m ; # 1 5 1 : 1 @ 1 7 ' , 5@18', 1@17', RC s l a b o n R C f u l l h e i g h t a b u t m e n t s , i n t e r i o r b e n t s : R C c a p s o n R C e n c a s e d s t e e l H - p i l e s ; # C - 1 6 1 : 3 @ 8 ' x 6 ' R C B C 4 0 . 2 ' a l o n g c e n t erline Av e r a g e D a i l y T r a f f i c ( e x i s t i n g ) : 88 0 0 St a t e S t o r m w a t e r P e r m i t R e q u i r e d ? If y e s , w h y ? no Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 2of 5 St r e a m N a m e St r e a m Ty p e Ju r i s d i c t . St r e a m B u f f e r ? Cl a s s i f i c - at i o n ? SC M T y p e Ch e c k l i s t Co m p l e t e ? D A ( a c . ) Q2 (ft3/s)Q10 (ft3/s)WQvc (ft3) Sw i f t C r e e k O v e r f l o w P e r e n n i a l R P W No C l a s s C no Sw i f t C r e e k O v e r f l o w Pe r e n n i a l R P W No C l a s s C no Sw i f t C r e e k O v e r f l o w Pe r e n n i a l R P W T a r - P a m l i c o C l a s s C no Sw i f t C r e e k Pe r e n n i a l R P W T a r - P a m l i c o C l a s s C sw a l e y e s 0.260.340.44N/A La n e S w a m p Pe r e n n i a l R P W T a r - P a m l i c o C l a s s C sw a l e y e s 0.130.170.22N/A Pr o p o s e d S t r u c t u r e qu a d r u p l e 1 0 ' x 7 ' R C B C , r e t a i n an d e x t e n d 1 8 ' u p s t r e a m 17 + 1 7 . 8 1 @ 7 0 ' , 1 @ 5 5 ' ( 2 4 " P C C S w / 2. 5 ' c a p s ) 36 + 8 8 . 5 1 @ 3 5 ' , 1 @ 5 5 ' , 1 @ 4 5 ' ( 2 1 " PC C S w / 2 . 5 ' c a p s ) 56 + 5 0 L T t o 6 0 + 8 0 L T 22 + 4 9 61 + 0 0 L T t o 6 3 + 0 0 L T St a t i o n En v i r o n m e n t a l S u m m a r y Ri p a r i a n B u f f e r a n d J u r i s d i c t i o n a l S t r e a m I m p a c t s a n d A s s o c i a t e d S C M s Ge n e r a l C o m m e n t s : 1 @ 4 0 ' ( 2 1 " P C C S w / 2 . 5 ' c a p s ) , 1 @ 7 0 ' ( 2 4 " P C C S w / 2 . 5 ' c a p s ) , 1 @ 3 5 ' ( 2 1 " P C C S w / 2 . 5 ' c a p s ) t r i p l e 8 ' x 6 ' R C B C , r e t a i n a n d ex t e n d 1 9 ' u p s t r e a m No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 3of 5 Ge n e r a l C o m m e n t s : St r e a m L e n g t h ( f t ) St a t i o n S t r e a m N a m e no s t r e a m r e l o c a t i o n f o r t h e p r o j e c t St r e a m R e l o c a t i o n Ad d i t i o n a l I n f o r m a t i o n North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN Version 1.1 Released: July 2010 (DRAFT) Page 4 of 5 General Comments: Station Jurisdictional Wetlands Type of Impact Minimization of Impact 11+20 - 80+60 Roadway Fill Asymmetric roadway widening to upstream (Left) side to avoid or minimize wetland impacts on downstream (Right) side No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 5of 5 Ad d i t i o n a l C o m m e n t s To a v o i d d i r e c t d i s c h a r g e o f b r i d g e s t o r m w a t e r i n t o t h e r e c e i v i n g w a t e r , d e c k d r a i n s a r e n o t r e q u i r e d a t e a c h b r i d g e a t S t a . 2 2+ 4 9 , 3 6 + 8 8 . 5 , a n d 5 4 + 8 5 . 5 . S t o r m w a t e r i m p a c t s t o t h e w e t l a n d s h a v e b e e n mi n i m i z e d b y u t i l i z i n g g r a t e d i n l e t s a n d p i p e s t o c o l l e c t b r i d g e s t o r m w a t e r a n d u s i n g r i p r a p o u t l e t p r o t e c t i o n a t S t a . 2 3 + 5 0 LT & R T , 3 7 + 9 5 R T , a n d 5 3 + 7 5 R T t o d i s s i p a t e e n e r g y t o p r o v i d e a n o n - e r o s i v e sh e e t f l o w t o t h e w e t l a n d s . A l l o f t h e s e o u t l e t s a r e l o c a t e d o u t s i d e o f b u f f e r s . T h e r o a d w a y i s i n f i l l s e c t i o n a t e a c h b u f f e r s i t e a t S t a . 3 6 + 8 8 . 5 , 5 4 + 8 5 . 5 , a n d 7 4 + 2 5 . T h e r e a r e n o p r o p o s e d r o a d s i d e d i t c h e s wi t h c o n c e n t r a t e d f l o w s o r s t o r m w a t e r c o n v e y a n c e s t h r o u g h t h e b u f f e r s a n d t h e d i f f u s e f l o w r e q u i r e m e n t f o r t h e b u f f e r r u l e i s sa t i s f i e d a t e a c h b u f f e r s i t e . T h e r o a d w a y h a s o p e n s h o u l d e r s e c t i o n w i t h 3 : 1 fi l l s l o p e t o p r o m o t e s h e e t f l o w t h r o u g h g r a s s s h o u l d e r a n d g r a s s f i l l s l o p e t o p r o v i d e t r e a t m e n t f o r t h e s t o r m w a t e r r u n o f f f r o m t h e p a v e m e n t ( i m p e r v i o u s ) a r e a b e f o r e e n t e r i n g t h e w e t l a n d s . T h e p r o p o s e d bo x c u l v e r t e x t e n s i o n s a t s t a . 1 7 + 1 7 . 8 a n d 7 4 + 2 5 m a t c h e x i s t i n g c h a n n e l g e o m e r y t o m a i n t a i n n o r m a l f l o w w i d t h , d e p t h , a n d v e l o c i t y . T h i s w i l l m a i n t a i n s e d i m e n t t r a n s p o r t d u r i n g b a n k f u l d i s c h a r g e i n o r d e r to p r o v i d e a s t a b l e s t r e a m ( n o d e g r a d a t i o n o r a g r a d a t i o n w i l l o c c u r s ) . ,------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ See Sfeet 1-A For Index of Sfeets STAT E OF D I VISION NO R TH CAROL INA O F HIGHWAY S NASH COUNTY LOCATION: REPLACE BRIDGES NO. 85, 141, AND 151 OVER SWIFT CREEK ON US-301 TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES, AND CULVERTS. T ~NAD s3 WETLAND AND SURFACE WATER IMPACTS PERMIT OFFSITE DETOUR • • • • BEGIN TIP PROJECT B-5124 -L-STA 11 +20.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA ADT 2015 = 8,800 ADT 2035 = 11,200 K 10 % D 60 % T 7 % - V 60 MPH •(TTST = 3% DUALS 4%) FUNC CLASS = MINOR ARTERIAL STATEWIDE TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5124 = 1.223 MILES LENGTH STRUCTURE TIP PROJECT B-5124 0.091 MILES TOTAL LENGTH OF TIP PROJECT B-5124 = 1.314 MILES Pnporr/d In tfltJ Offlotl rl• DIVISION OF HIGHWAYS RIGHT OP WAY DAlE: GARY LOVERING. PE FEBRUARY 28.2014 LE1TING DATE: CHRISTOPHER H. LEE APRIL 21, 2015 42270.2.1 -L-STA 80 + 60.00 IIYDRA.UUCS ENGINEER ROADWAY DESIGN ENGINEER B--5124 BRSTP-<1301 25 BRSTP-<1301 25 P/W & UTL. N.c. DBPT.OP TRANBPORT.t.TJON DIVIIIION OP IIIGII1I' .6. TB NASH CGmiiT1' Pllo.JBC1\.arnu.t ClH1SO UPLACB BIUDWII NO.II, 14l,AND W OVD S1JIPT CJUI,U ON UHD1 8BBBT OP PERMIT DRAWING SHEET 1 OF 51 WETLAND AND .. z 0 iii ~ LEGE~JD c .. ... --WLB--DENOTES WETLAND BOUNDARY 1, ~.& DENOTES EXCAVATION ~ IN WETLAND l; "' WM DENOTES FILL IN i WETLAND -~ DENOTES TEMPORARY c ~ """ I SURF ACE WATER IMPACT e DENOTES PERMANENT --~ ~M ~i' SURFACE WATER IMPACT t5 ! DENOTES MECHANIZED ~! .,.ee CLEARING o~! ~~;i! SURFACE WATER IMPACTS PERMIT I' / / I' " I I I * It I / /If * * * It * * 20 IF Of INlET CHANNEL IM~ROV6\IE~ EST. 10 TONS CL 'I' RIP W -----, EST. 115 5Y GEomrnl.l! SEE DETAIL * * .. * * * * SEE ENLARGED AREA PLAN VIEW SITE 1 SHEET 4A SEE CROSS JtHI WIITE FISlER SECTION .. If If It * * .. .. * It * .. * It * It If .. If It * PIOJECT IU!fEIB«:E NO. SHEET NO. B-512-4 -4 "if SHEET NO. Rf»DNAY DESIGN HYDIAUUCS ENGINEER 94GINEEI N.C. DBPT.OF TRANSPORTATION DIVISION OP HIOBW A YS NASH COUNTY PROJEC'l\4t10.1..l. OHu.o RBPLACB BRIDGBS NO. Ill, J..4J, AND 111 OVBR SWIFT CRBB:I:. ON us-A.1 SHBET OF PERMIT DRAWING SHEET 2 OF 51 .. It * * 0 ~ 0 0 + r- N ~ Cl) ..!. I 10 t:i w :I: Cl) w w Cl) LLI z ::::::i * * EST. DOE 240 c:t CULVERT 70 INLET CHANNEL (LOOKING D<lWNS"ruAMj ~OT TO SCAlE) .. z 0 ! 1, ~ }, ~ t c f . -~ ~i' !f !H 25 50 ..,se WETLAND AND SURFACE WATER IMPACTS PERMIT " .... RETAIN AND EXTEND 18' UPSTREAM EXISTING {4) 10' x 7' RCBC I 20 LF OF INLET----+-------. CHANNEL IMPROVEMENT Jt. EST. 80 TONS CL. 'I' RIP r p EST. 115 SY GEOTEXTILE SEE DETAIL LL -=~---------~-----~-~~-~-~~~~~~--:--=--~-~ ENLARGED PLAN VIEW SITE 1 16" Dl PIOJECT IU!fEIB«:E NO. SHEET NO. B-512-4 -4A "if SHEET NO. Rf»DNAY DESIGN HYDIAUUCS ENGINEER 94GINEEI N.C. DBPT.OF TRANSPORTATION DIVISION OP HIOBW A YS NASH COUNTY PROJEC'l\4t10.1..l. OHu.o RBPLACB BRIDGBS NO. Ill, J..4l, AND 111 OVBR SWIFT CRBB:I:. ON us-A.1 SHBET OF PERMIT DRAWING SHEET OF LEG END --wLB --DENOTES WETLAND BO UNDARY DENOTES EXCAVATION IN WE T LAND W/#J DENOTES FILL IN ~ WETLAND DENOTES TEMP ORARY SURFACE WATER IM PACT DENOTES PE RMANENT SURFACE WATER IMPACT DENOTES MECHANIZED CLEARING saJ! SCALE: 1•= 50' HORIZ. ~~~~--------------------------------------------------------------------------------------------------------------------------------------------------------------~ .. z 0 ! \ WETLAND AND SURFACE WATER IMPACTS PERMIT ------,, ' .... \ \ \ ~ I /1// /"/ / ' / / // // / ----I I I / / ,....... ............... / / I II / / / / ..... ,, I .,....,..."' / I I/ // / \ .._ __ 1 I I / I / / \ I ./ I I I 1/ \ ,/ ........ 111/1 r--,.,.., _ _, """ """ I \ '...,.-"' .,..."' .,..."" / I I 1 l\ / .,..."' .,"' /1 I \ \ // ........ ............... ........ ,1 \ \ ,""""' // ,""" ,.,."' .,."" I/ ., /., _, .,..."' 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B-5124 4A "if SHEET NO. Rf»DNAY DESIGN HYDIAUUCS ENGINEER 94GINEEI N.C. DBPT.OF TRANSPORTATION DIVISION OP HIOBW A YS NASH COUNTY PROJEC'l\4t10.1..l. OHu.o RBPLACB BRIDGBS NO. Ill, J..4J, AND 111 OVBR SWIFT CRBB:I:. ON us-A.1 SHBET OF PERMIT DRAWING SHEET OF LEGE ND DENOTES WETLAND BO UNDARY DENOTES EXCAVATION IN WE T LAND W/#J DENOTES FILL IN ~ WETLAND DEN OTES TEMP ORARY SURFAC E WAT ER IM PACT DENOTES PE RMANENT SURFACE WATER IMPACT DEN OTES MECHANIZED CLEARING sa\'! SCALE: 1•= 50' HORIZ. ~~~~--------------------------------------------------------------------------------------------------------------------------------------------------------------~ PIIOET -CE NO. I SHEET NO. I II B-512-4 I 10 1-.-II IOAaNA.Y DESIGN HYDRAIIUCS ENGINEER ENGINEER BE GIN Gl lAD I SITE I I C:T ,. '.,, nn EL :v. ~ .4.5J' PRELIMIN.A ~~sl n.,, I'> I .. ,., 1\1., i>T ..,, L1n if" I ''"'n' IIDNOTUD"' \ -L ST 1\. 1 ~ +9 ~.53 +I-\ /[! -S J\.1 7+ 9.1 +.£ I I ,., '" ~. I~ =~ r:· ~= ·~ ;;' \ 1/ ~· .. u~ F ~--m ~ I" ~-~'P 100 I' -H18 I I 'ff. P=A._ P' I = J i2:41 100 \ ~ 1 J ,_ Lfl:l. IY 90 (-J, l!!J(Jr, 'X ~ I'" ( ( f1'XJI. ~;: ~ ~ ~ ~ Y' Ill!" ~ ~ ~ 0 ~ ~ ~ ~ 0 Vh /./.; /17;: 7A 0 90 'A: ... I 80 80 70 70 ':UIJI. fff HfD ~NJL 'Cll ~A I~ : -~ ~ 60 -=-=r::. -60 811_ I~ ~~ 'N -~ 1§_£ '2'S VEE. 1:: -~~ ~·-~ ~ 'KE OF GIJ.~ --LEGEND illi :Jk ~'B; ~I JU ~· J. Fr' I~ Hit :J£.V~ '1011 -~ ~ 50 -W Aj DENOTES FILL IN 50 ~ ~-f EJ. IJ.6 WETLAND ~~ DENOTES PERMANENT 40 ------SURFACE WATER IMPACT 40 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 I II R.C. _,.,. •• ~ ... '!liB BEC IN BRI i>GE 1---II ...... _.. ... ,. 130 IUa CCIIUJIIT 130 -L-.,,,. •"'-... .... I EN[ BIIDGE I ~CMIIO \ I I 1-L-STA 23 12 69 I aDUal .,. ..... 120 SITE 2 IG,.utD Ill CJ'fll. 120 \ IWII"''CIDE-.... \ .... -110 PERMIT DRAWING 110 \ -IZ, SHEET OF ~ -r!t:.1 , ~l w ;u; 1\ -lfm K li!i :8 100 100 \ ~ 90 ~./,; .. ,M,A; Vfi ~ IV'/ ~ VA '/"./. r0 /h-/./) IF"~ ~ ~ Vh r,t_/j /" /i '/"~ ~ ~ 'l:: ~ /" _/j v~ fP'l V,F/ /~ /~ V/. ~ 0: //..11 v _/.; ~_/.; ~ '/'/ IFZ 90 a ~ r-! -'"":.. '¥~ '\ / .. 80 / 80 1". / B~/00 J.l'r nRAI DATI I 'lJC .... -. ~~~~ ~.~D .. ~~ ~uc· ·uRf I~ ~ ~=~ ~ 70 70 I {>TRl en ~RE PA'Y ITE M) I; ~-~--£. ~g. !rl ~~ ~ I I:V, ,~. lTI, ..... "" I 1; ~~~ 'f£ij_ VR"-'l ~~ 17 i=T I -"" ~'"'' .. UTI ,.. I 60 -~ ~ 60 ~ ·~ BR ~ N/1/L IN 2"_~ PRE iS 1~. E."..!.~ r::..~ ~= ~ tOT S: I'" ~""' , ...... ~:~o~:r• ,,.... FT l/.. b 'f!Et ["""~ f'U-" fU" "' 1 SE F St-EEl ~ 4 THt :ou ~7r. 5 f OR -L PLA r.vF 50 '"' ..... I"· .. ~ .... ,._, -~-1-~I\ ~F (': 2 'HRl HI 2 FOR l"l iT 50 I ~) SE St EEl ~ s HRC ~ s STR ~Cl ~RE PU II!, ~ T UG ~ OR NS I'J6Tj fJF r:IIINJ "B&l FT 40 40 21+00 22+00 23+00 2.4+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 3.4 +00 .g ~ t ii;' .J j ! J f :i ~i' !~ ~! .. ~I! s~J WETLAND AND SURFACE WATER IMPACTS PERMIT 110 100 90 80 2:1 NORMAL (TYP.) NWS AND WSEL DATE OF SURVEY = 90.4 (2-6-13) PROP.IOO YR.~ ELEV. = 93.87 PROP.50 YR.~ ELEV. = 93.5 """=" = ~-------~~--~~~~-~~~~-~~ -===-=-·~-----__,. ,, ...,___ct_ STA. 17+17.8 -L- ~---==-~ RET AIN (4) 10 ' x 7' RCBC AND EXTEND -18 ' UPSTREAM GP ELEV. = 94.07 SKEW = 90° EXIST. CULVER T EXISTING LEFT TOP OF BAN K EXISTING RIGHT TOP OF BANK -r ...... -....__. ___ o:.:=.-:.:-=.-----=--:....---,., '-----+--~= ~-------- 150 EXTEND EXISTING RCBC -18' UPSTREAM AT 0.13% SLOPE I I 100 50 SITE I I 0 ct CHANNEL i ELEV.=B4.1 SLOPE = 0.13/. I I 50 100 PROFILE ALONG STRUCTURE STA 17+17a8 -L- 150 110 100 90 80 ~ROJI!CT Rl!fBI!NC! NO. SHEeT HO. 8-512.4 PAS-S/ ROADWAY DESIGN IIYDIWJUCS EIIGIN!ER eNGINEER N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJBC'I'l.cl70.l.l OH1SO RBPLACB BRIDGES N0.85, WI. AND W OVER SWIFT CRBBE. ON US-101 SHBBT OF PERMIT DRAWING SHEET OF ~ ... ~ ~~~~------------------------------------------------------------------------------------------------------------------~ PHASE 1 CONSTRUCTION SEQUENCE PHASE 1 CONSTRUCTION SEQUENCE (STA. 17 + 17.8 -L-) (ROAD CLOSURE -MAINTENANCE OF TRAFFIC VIA OFFSITE DETOUR.) 1. CONSTRUCT TWO SPECIAL STILLING BASINS FOR PUMPED EFFLUENT (40' X 25') FROM DEWATERED SITE. 2. INSTALL IMPERVIOUS DIKES WHILE MAINTAINING FLOW THROUGH NORTHERN TWO BARRELS. 3. DEWATER WORK AREA. 4. EXTEND CULVERT BARRELS (2) AND INSTALL HEADWAllS. BACKFILL CULVERT. 5. INSTALL 20 LF OF INLET CHANNEL IMPROVEMENT. 6. STABIUZE THE CHANNEL BANK. 7. REMOVE IMPERVIOUS DIKES. 20 LF OF INLET CHANNEL IMPROVEMENT EST. 80 TONS CL. 'I' RIP RAP EST. 115 SY GEOTEXTILE SEE DETAIL IMPERVIOUS DIKE -------7 ' --/' -L -- NOTES: 1. CULVERT CONSTRUCTION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF CHANNEL. 2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW AS NECESSARY. 3. ALL GRADED AIREAS SHALL BE STABILIZED WITHIN 24 HOURS. 4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES POLYETHYLENE SHEETING, PUMPS AND HOSES. 5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. 6. THE CONTRACTOR SHALL NOT PUMP SEDIMENT-LADEN WATER DIRECTLY INTO STREAM. FOR DE-WATERING OF CULVERT SITES, THE CONTRACTOR SHALL FILTER SEDIMENT-LADEN WATER THROUGH SPECIAL STILLING BASIN. - RETAI ~D ~END 1 ~ UPSTREAM EXISTING " PHASE 2 CONSTRUCTION SEQUENCE PHASE 2 CONSTRUCTION SEQUENCE (STA. 17 + 17.8 -L-) (ROAD CLOSURE -MAINTENANCE OF TRAFFIC VIA OFFSITE DETOUR.) 1. INSTALL IMPERVIOUS DIKES WHILE MAINTAINING FLOW THROUGH SOUTHERN TWO BARRELS. 2. DEWATER WORK AREA. 3. EXTEND CULVERT BARRELS (2) AND INSTALL HEADWAllS. BACKFILL CULVERT. 4. STABIUZE THE CHANNEL BANK. 5. REMOVE IMPERVIOUS DIKES, SPECIAL STILLING BASINS, AND DEWATERING PUMP. 6. COMPLETE ROADWAY. 20 LF OF INLET CHANNEL IMPROVEMENT EST. 80 TONS CL. 'I' RIP RAP EST. 115 SY GEOTEXTILE SEE DETAIL IMPERVIOUS DIKE -------.7 ' N.C. DDT.CBI' TRANIPOI.TA.TION IIIVIIICIN CQr IIIGIIWA.TI NAill CO'ON'T1' JIAOIBC'n..ai'IUJ. CIHIN UPLACB UIOOD NO.II. :w~o.um 111 ova 8WIFI' CllBBK QN ~ AND EXTEND 18' UPSTREAM EXISTING (4) l(l' x 7' RCieC ~ I y 1> •p PROJ . REFERENCE NO. I SHEET NO. B-6124 I XSC SffE I Rr»DNAY DESIGN HYDRAUUCS !NGIN!!~ ENGINIBI. WETLAND AND SURFACE WATER IMPACTS PERMIT I PRELIMIN DO NV'fllliiiP< .R..!..ra~5 l N.C. DEPT. OF TRANSPORTATION DIVISION 011 IUGHWAYS NASH COUNTY PROJECT: .fti1U.1 <B-IJ.J.O RBPLACB BRIDOBS NO.II, 1..0, AND Ill OVER SWIFT CR&U; ON mH01 SHEBT OF PERMIT DRAWING SHEET OF ~ U) U) a !::: z ~ ~ :::::i .... 1/Q_ 1.1.1 ___L/0 C) ~ z /ql_ ~ __Jf!) u I? O.DlO 0.020 _51 a,1 9Q_ -~~,./' ll --___gp ...__ _____ 8Q_ ___§) 7Q_ I I I I I I I I I I I I I I I I I I I I I I I I I I I _JJJ 130 120 110 100 90 80 70 60 50 .40 30 20 10 0 10 20 30 .40 50 60 70 80 90 100 110 120 130 SITE I X-SECTION STA 19+00 -L- LEGEND ~ ~~~~l~~ FILL IN WETLAND AND 0 0 ci 0 + .. z It It 0 iii It It It It If If If It It ~ It I+ It It It I+ It It If If I+ It It I+ It I+ If I+ I+ It I+ It If If If It It It I+ It I+ It If I+ It I+ If If I+ It If I+ If If It It SEE ENLARGED AREA SHEET SA LEGEND --WLB--DENOTES WETLAND BOUNDARY c ~ DENOTES EXCAVATION .. ... IN WETLAND 1, I* •* ·I DENOTES MECHANIZED ~ CLEARING l; "' ~ DENOTES FILL IN i WETLAND -~ WAa DENOTES TEMPORARY c """ I FILL IN WETLAND e WY.4il DENOTES TEMPORARY --~ ~i' SURFACE WATER IMPACT t5 ! ~.& DENOTES PERMANENT ~! 5~ e SURFACE WATER IMPACT ~~~-~~;i! SURFACE WATER IMPACTS PERMIT SITE 2 .JOHN IMTE FISlER If It It It It It It .. I+ It It It It I+ It It It If It If It If It It It I+ It It It If If It If It It I+ It If It It I+ If It I+ It I+ It It It It If If It I+ It I+ If It It It If If .JOHN 'IIITE FISlER PLAN VIEW SITE 2 It I+ It It It It It It It If It It If I+ * If I+ It If PIOJECT IU!fEIB«:E NO. SHEET NO. B-512-4 5 "if SHEET NO. Rf»DNAY DESIGN HYDIAUUCS ENGINEER 94GIN EEI N.C. DBPT.OF TRANSPORTATION DIVISION OP HIOBW A YS NASH COUNTY PROJEC'l\4t10.1..l. OHu.o RBPLACB BRIDGBS NO. Ill, J..4l, AND 111 OVBR SWIFT CRBB:I:. ON us-A.1 SHBET OF PERMIT DRAWING SHEET OF 0 0 0 0 + ""'f' M It ~ Cl) I+ ...!. I -o I- LL.I LL.I J: Cl) LL.I LL.I I+ Cl) LL.I It z ::::i .. J: u ~ "' z 0 E WETLAND AND SURFACE WATER IMPACTS PERMIT l, E i c .:: 1 ~ .,;] 50 0 ~-i' I I I h i:§" 25 50 WORK BRIDGE ~EXCA~TION ~N ~ WETLAND ~ ~ WORK BRIDGE ~CAVATION ~ '1 N WE'tLAND ~=0 .5 ~s V10 =1.07 fps NON-EROSIVE ~ ~ T~WET ~ND EXCAVATION IN WETLAND ~ ~ ENLARGED PLAN VIEW SITE 2 ~ ~ Q 10 =0.4 cfs V10 =0.98 fps NON,-;EROSI'(J: ~ TO WET LA ~D ~ ~ ~ ~ltOJECT IIERI!Ha NO. SHEET NO . B-5124 SA WN SHEET NO. WN:IWAY DESIGN E NGINE E~ HYDIAUUCS E N GI NE E~ N .C. DEPT. OF TRANSPORTATION DIVISION OJI HIGHWAYS NASH COUNTY PROJBC'I\.m7UJ. ~ru.o REPLACE BRIDGBS NO. 81, 1..0, AND 111 OVBR SWIPT CREE.: ON U&-1111 SHEBT OJI PERMIT DRAWING SHEET OF LEGEND --wLB --DENOTES WETLAND BOUNDARY Wff/M DENOTES EX CAVAT ION ~IN WETLAND I* * * •I DEN OTES MECHANIZED . . CLEARING W/Yj DENOTES FI L L IN rL""/ LLLl WETLAND ~~ DENOTES TEMP OR AR Y ~//~ FILL IN WET LAND ~~/*~ DEN OTES TEMP ORA RY Vff///hi SURFACE WATER IM PACT ~~ DENOTES PERMA NENT SURFA CE WATE R IMPACT ~~~ SCALE: 111= 50' HORIZ. ~~ . ._--------------------------------------------------------------------------------------------------------------------------------------------------------------~ 85 8 5 8 5 90 90 9 0 90 90 90909090909090 9 0 90 90 90 90 90 90 90 R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 5 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 5 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 2 PLAN VIEW ENGLISH SHEET __ OF __ PERMIT DRAWING R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 5 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 TS TS LEGEND SURFACE WATER IMPACT DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED*** SHEET 5A SEE ENLARGED AREA SECTION CROSS SEE SITE 2 EXCAVATION IN WETLAND WETLAND EXCAVATION IN IN WETLAND EXCAVATION S S SURFACE WATER IMPACT DENOTES PERMANENT T T FILL IN WETLAND DENOTES TEMPORARY * RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5B-5124 NAD 83 M A T C H LIN E S E E S H E E T 6 - L- S T A . 3 4 + 0 0 . 0 0 M A T C H LI N E S E E S H E E T 4 - L- S T A . 2 1 + 0 0 . 0 0 JOHN WHITE FISHER JOHN WHITE FISHER WOODS WOODS WOO D S WOODSWOODS WOODS WOO D S US 301 24’ BST US 301 24’ BST EXIST. R/W EXIST. R/W BEAVER DAM S WI F T C R E E K S W A MP 16" DI 16" DI 12" DI 12" DI 12" DI EXIST. R/W EXIST. R/W F F F C F C F C F C F C F C FF CC FF F F 2 5 3 0 25:1 PS TAPER TAPER 25:1 PS 25:1 PS TAPER TAPER 25:1 PS T B T B T B T B 15 " 15 " 2GI 2GI TS E E E E S S S TS TS TS TS TS TS TS TS TS T T T TTFT WORK BRIDGECOFFERDAM WORK BRIDGE TS TS TS TS R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t_ p s h 5 a . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION SITE 2 PLAN VIEW ENLARGED0 5025 50 SCALE: 1"= 50’ HORIZ. WETLAND AND SURFACE WATER IMPACTS PERMIT TO WET LAND NON-EROSIVE V =0.98 fps Q =0.4 cfs10 10 TO WET LAND NON-EROSIVE V =1.07 fps Q =0.5 cfs 10 10 5A WETLAND EXCAVATION IN IN WETLAND EXCAVATION EXCAVATION IN WETLAND TS TS LEGEND SURFACE WATER IMPACT DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED S S SURFACE WATER IMPACT DENOTES PERMANENT T T FILL IN WETLAND DENOTES TEMPORARY **** 85 8 5 8 5 90 90 90 9 0 90 TBM-2 WOO D S WO O D S BEAVER DAM S W I F T C R E E K S W A M P 16" DI 12" DI EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ F F F C F CC F F C 5 0 ’ TAPER 25:1 PS TS E E E E S S S TS TS TS TS TS TS TS TS TS T T T TTFT WORK BRIDGECOFFERDAM WORK BRIDGE TS TS TS TS RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS B-5124SKETCH OF PAVEMENT/BRIDGE RELATIONSHIP NAD 83 M A T C H LIN E S E E S H E E T 4 - L- S T A . 2 1 + 0 0 . 0 0 T B T B T B T B 15 " 15 " 2GI 2GI PROJ. REFERENCE NO.SHEET NO.00 5 10 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120 130120130 100 110 100 110 WETLAND DENOTES FILL INFF 90 80 70 90 80 70 STA 28+00 -L- X-SECTION SITE 2 WETLAND AND SURFACE WATER IMPACTS PERMIT N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF ENGLISHSHEET __ OF __ PERMIT DRAWING R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ w e t _ x s e c t i o n s . d g n IC A E N G IN EE RIN G , IN C . 3 /14 /2 0 1 4 B-5124 XSC SITE 2 LEGEND C LE A R IN G LIM ITS 93.183:1 0.0200.020 0.080 F F F W E T L A N D S -L- ENGLISH N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SITE 3 PLAN VIEW R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 6 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING SHEET 6A SEE ENLARGED AREA SECTION CROSS SEE SITE 3 TS TS LEGEND SURFACE WATER IMPACT DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED*** S S SURFACE WATER IMPACT DENOTES PERMANENT T T FILL IN WETLAND DENOTES TEMPORARY * 3 5 4 0 4 5 25:1 PS TAPER TAPER 25:1 PS JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER WOODS WOODS W OODS WOO DS WOO DS WOO D S WOODS WOODS US 301 24’ BST EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ S WIF T CRE E K S WAMP S WIF T CR E E K S WAMP 16" DI 16" DI 12" DI 12" DI 12" DI EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ F C F C F F C F F C F C F C F C F FFFF C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 2 4 ’ M A T C H LIN E S E E S H E E T 7 - L- S T A . 4 7 + 0 0 . 0 0 M A T C H LIN E S E E S H E E T 5 - L- S T A . 3 4 + 0 0 . 0 0 TAPER 25:1 PS 5 0 ’ F STS TS TS F FE S S S S S S S S TS TS TSTS TS TSTS TS TS TS TS TS TS TS TS TS TS TS T E E E COFFER DAM WORK BRIDGE COFFERDAM COFFERDAM WORK BRIDGE COFFERDAM 15 " RC P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 6 a . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT TO WET LAND NON-EROSIVE V =1.33 fps Q =0.9 cfs10 10 SITE 3 PLAN VIEW ENLARGED0 5025 50 SCALE: 1"= 50’ HORIZ. BANK STABILIZATION, L=73’ 6A TS TS LEGEND SURFACE WATER IMPACT DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED*** S S SURFACE WATER IMPACT DENOTES PERMANENT T T FILL IN WETLAND DENOTES TEMPORARY * JOHN WHITE FISHER JOHN WHITE FISHER WOO D S WO OD S WOODS S WIF T CR E E K S WAMP S WIF T CR E E K S WAMP 16" DI 12" DI F C F C F F C FFF -L- TAPER 25:1 PS F STS TS TS F FE S S S S S S S S TS TS TSTS TS TSTS TS TS TS TS TS TS TS TS TS TS TS T E E E COFFER DAM WORK BRIDGE COFFERDAM COFFERDAM WORK BRIDGE COFFERDAM HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 1 5 " R C P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI 85 8 5 85 85 85 9090 90 9090 90 90 9090 9 0 90 90 90 90 90 90 90 9 0 -L- ENGLISH N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SITE 3 PLAN VIEW R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 6 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING SHEET 6A SEE ENLARGED AREA SECTION CROSS SEE SITE 3 TS TS LEGEND SURFACE WATER IMPACT DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED*** S S SURFACE WATER IMPACT DENOTES PERMANENT T T FILL IN WETLAND DENOTES TEMPORARY * 3 5 4 0 4 5 25:1 PS TAPER TAPER 25:1 PS JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER WOODS WOODS W OODS WOO DS WOO DS WOO D S WOODS WOODS US 301 24’ BST EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ S WIF T CRE E K S WAMP S WIF T CR E E K S WAMP 16" DI 16" DI 12" DI 12" DI 12" DI EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ F C F C F F C F F C F C F C F C F FFFF C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 2 4 ’ M A T C H LIN E S E E S H E E T 7 - L- S T A . 4 7 + 0 0 . 0 0 M A T C H LIN E S E E S H E E T 5 - L- S T A . 3 4 + 0 0 . 0 0 TAPER 25:1 PS 5 0 ’ F STS TS TS F FE S S S S S S S S TS TS TSTS TS TSTS TS TS TS TS TS TS TS TS TS TS TS T E E E COFFER DAM WORK BRIDGE COFFERDAM COFFERDAM WORK BRIDGE COFFERDAM 15 " RC P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 6 a . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT TO WET LAND NON-EROSIVE V =1.33 fps Q =0.9 cfs10 10 SITE 3 PLAN VIEW ENLARGED0 5025 50 SCALE: 1"= 50’ HORIZ. BANK STABILIZATION, L=73’ 6A TS TS LEGEND SURFACE WATER IMPACT DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED*** S S SURFACE WATER IMPACT DENOTES PERMANENT T T FILL IN WETLAND DENOTES TEMPORARY * 85 8 5 85 85 85 90 90 90 9 0 90 9 0 JOHN WHITE FISHER JOHN WHITE FISHER WOO D S WO OD S WOODS S WIF T CR E E K S WAMP S WIF T CR E E K S WAMP 16" DI 12" DI F C F C F F C FFF -L- TAPER 25:1 PS F STS TS TS F FE S S S S S S S S TS TS TSTS TS TSTS TS TS TS TS TS TS TS TS TS TS TS T E E E COFFER DAM WORK BRIDGE COFFERDAM COFFERDAM WORK BRIDGE COFFERDAM HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 1 5 " R C P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI 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 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 LEGEND S S SURFACE WATER IMPACT DENOTES PERMANENT SITE 3 SITE 4 SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY R: \ H yd r a u li c s \ P ERM ITS _ E n v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ w e t _ p r o fil e . d g n IC A EN G IN EE RIN G , IN C . 3 /14 /2 0 1 4 WETLAND DENOTES FILL INFF N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 40 50 60 70 80 90 100 40 50 60 70 80 90 100 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 50 60 70 80 90 100 110 120 130 140 50 60 70 80 90 100 110 120 130 140 11B-5124 -L- -L- 2) SEE SHEETS S-? THROUGH S-? FOR STRUCTURE PLANS 1) SEE SHEETS 6 THROUGH 7 FOR -L- PLAN NOTES: DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $ $ $ $ U S E R N A M E $ $ $ $ DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA W.S. ELEVATION AT DATE OF SURVEY FT DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA W.S. ELEVATION AT DATE OF SURVEY FT = 90.4 = 9832 = 50 = 93.5 = 11777 = 100 = 93.87 DESIGN DISCHARGE = 9832 = 50 = 93.5 = 11777 = 100 = 93.87 = 9900 = 93.5 = 9900 DATE OF SURVEY:2-6-2013 DATE OF SURVEY:2-6-2013 = 88.8 ELEVATION 88.70’ -LR- STA. 37+35.84 74.38’ RIGHT BM # 3 BRIDGE SPIKEIN BASE OF 10" WATER OAK ELEVATION 90.25’ -LR- STA. 54+39.84 22.55’ LEFT BM # 4 BRIDGE SPIKE IN BASE OF 8" OAK 1. 5: 1 = 50+ = 50+ = 93.5 1. 5: 1 1.5:1 1.5:1 EXCAVATION LIMITS (STRUCTURE PAY ITEM) EXCAVATION UNCLASSIFIED STRUCTURE (STRUCTURE PAY ITEM) EXCAVATION UNCLASSIFIED STRUCTURE PI = 35+10.00 EL = 93.55’ (+)0.0177%(-)0.0233% VC = 200’ K = 4874 PI = 38+10.00 EL = 93.48’ (-)0.0233% (+)0.0171% VC = 200’ K = 4941 PI = 43+35.00 EL = 93.57’ (+)0.0171%(-)0.0140% VC = 200’ K = 6422 LEFT DITCH -L- STA. 36+19.75 BEGIN BRIDGE -L- STA. 37+57.25 END BRIDGE PI = 48+35.00 EL = 93.50’ (-)0.0140%(+)0.1825% VC = 200’ K = 1018 PI = 52+35.00 EL = 94.23’ (+)0.1825%(+)0.5054% VC = 200’ K = 619 PI = 57+00.00 EL = 96.58’ (+)0.5054%(+)2.3613% VC = 220’ K = 119 (+)2.3613% E l = 10 0 .0 0 (+) 3.1800%(+) 0.3000% E L E V . 9 8 .4 1 ’ S T A . 5 8 + 0 0 - L R - L E F T B E G IN D I T C H S T A . 5 8 + 5 0 -L- STA. 54+11.75 BEGIN BRIDGE -L- STA. 55+59.25 END BRIDGE PROJ. REFERENCE NO.SHEET NO.00 5 10 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120 130120130 100 110 100 110 WETLAND DENOTES FILL INFF 90 80 70 90 80 70 STA 42+00 -L- X-SECTION SITE 3 WETLAND AND SURFACE WATER IMPACTS PERMIT N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF ENGLISHSHEET __ OF __ PERMIT DRAWING R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ w e t _ x s e c t i o n s . d g n IC A E N G IN EE RIN G , IN C . 3 /14 /2 0 1 4 B-5124 XSC SITE 3 LEGEND C LE A R IN G LIM ITS 3:1 0.0200.020 0.080 F F F F W E T L A N D S -L- ENGLISH N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 7 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING SHEET 7A SEE ENLARGED AREA SECTION CROSS SEE SITE 4 SITE 4 PLAN VIEW ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3: 1 D FROM -L- STA. 58+00 TO STA. 60+80 LT. Min. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED WETLAND DENOTES FILL INFF T T FILL IN WETLAND DENOTES TEMPORARY TS TS SURFACE WATER IMPACT DENOTES TEMPORARY S S SURFACE WATER IMPACT DENOTES PERMANENT **** 5 0 5 5 6 0 PC Sta. 56+95.29 -L- 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25 :1 PS TAPER S WIF T CR E E K S WIF T CR EE K S IGN GPS 3 T-1203 T-1204 TBM-4 JOHN WHITE FISHER JOHN WHITE FISHER (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL CIRCLE SOLUTIONS, INC. TREES TREES WOODS WOODS WOODS WOODS WOODS WOODS W OOD S W OO DS US 301 24’ BST EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ 8’ SOIL PATH 8 ’ SOIL PATH 8’ S OIL P AT H 8’ SOIL PATH 1 0 ’ G R 7 ’ GR TREES WE L L 6 0 . 0 0 ’ 16" DI 16" DI 16" DI 12" DI 12" DI 12" DI US 301 24’ BST F C F C F C F C F F F F C F C F F C F F F C C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: 2 4 ’ 2 4 ’ M A TC H LIN E S EE S H EE T - L- S TA . 6 0 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 RE VIS IO N S NAD 83 R /W REV IS IO N (A P RIL 1, 2 0 1 4 ): C O N S TR U C TIO N EA S E M EN T A D D ED TO P A RC E L 2 F RO M - L- S TA 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 5 0 ’F F FF E EE EE E F S S STT TS TS TS TS TS TS TS TS TS T TT COFFERDAM WORK BRIDGE COFFERDAM COFFERDAM COFFERDAM WORK BRIDGE TT T 15" RCP 15" RCP 1 5 " T B T B T B T B RETAIN REMOVE 15" RCP-IV 15" SEE DETAIL A SPECIAL LATERAL ’V’ DITCH FROM -L- STA. 58+00 TO STA. 60+80 LT. CLEANOUT 2GI 2GI 0 5025 50 SCALE: 1"= 50’ HORIZ. SITE 4 PLAN VIEW ENLARGED SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION TO WET LAND NON-EROSIVE V =1.48 fps Q =1.2 cfs10 10 R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 7 a . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT EXCAVATION IN WETLAND EXCAVATION IN WETLAND 7A LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED WETLAND DENOTES FILL INFF T T FILL IN WETLAND DENOTES TEMPORARY TS TS SURFACE WATER IMPACT DENOTES TEMPORARY S S SURFACE WATER IMPACT DENOTES PERMANENT **** S WIF T CR E E K S WIF T CR E E K TBM-4 TREES TREES WOODS WOODS W OOD S 8’ SOIL PATH 16" DI 12" DI F C F F F F C F F -L- F F FF E EE EE E F S S STT TS TS TS TS TS TS TS TS TS T TT COFFERDAM WORK BRIDGE COFFERDAM COFFERDAM COFFERDAM WORK BRIDGE TT T 1 5 " T B T B T B T B RCP-IV 15" 2GI 2GI HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 SKETCH OF PAVEMENT/BRIDGE RELATIONSHIP 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 NAD 83 8 5 8 5 8 5 85 90 9 0 9 0 9 0 9 0 90 90 9 0 9 0 90 90 90 90 90 90 90 90 90 90 90 9 0 9 0 90 90 9090 90 90 90 90 9 0 9 0 90 90 9090 90 90 9 0 9 0 90 9 5 9 5 95 9 5 95 95 9 5 95 95 95 95 95 95 100 100 10 0 100100 100 100 100 100 100 100 100 10 0 10 0 1 0 0 105 105 105 105 -L- ENGLISH N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 7 . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING SHEET 7A SEE ENLARGED AREA SECTION CROSS SEE SITE 4 SITE 4 PLAN VIEW ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3: 1 D FROM -L- STA. 58+00 TO STA. 60+80 LT. Min. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED WETLAND DENOTES FILL INFF T T FILL IN WETLAND DENOTES TEMPORARY TS TS SURFACE WATER IMPACT DENOTES TEMPORARY S S SURFACE WATER IMPACT DENOTES PERMANENT **** 5 0 5 5 6 0 PC Sta. 56+95.29 -L- 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25 :1 PS TAPER S WIF T CR E E K S WIF T CR EE K S IGN GPS 3 T-1203 T-1204 TBM-4 JOHN WHITE FISHER JOHN WHITE FISHER (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL CIRCLE SOLUTIONS, INC. TREES TREES WOODS WOODS WOODS WOODS WOODS WOODS W OOD S W OO DS US 301 24’ BST EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ 8’ SOIL PATH 8 ’ SOIL PATH 8’ S OIL P AT H 8’ SOIL PATH 1 0 ’ G R 7 ’ GR TREES WE L L 6 0 . 0 0 ’ 16" DI 16" DI 16" DI 12" DI 12" DI 12" DI US 301 24’ BST F C F C F C F C F F F F C F C F F C F F F C C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: 2 4 ’ 2 4 ’ M A TC H LIN E S EE S H EE T - L- S TA . 6 0 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 RE VIS IO N S NAD 83 R /W REV IS IO N (A P RIL 1, 2 0 1 4 ): C O N S TR U C TIO N EA S E M EN T A D D ED TO P A RC E L 2 F RO M - L- S TA 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 5 0 ’F F FF E EE EE E F S S STT TS TS TS TS TS TS TS TS TS T TT COFFERDAM WORK BRIDGE COFFERDAM COFFERDAM COFFERDAM WORK BRIDGE TT T 15" RCP 15" RCP 1 5 " T B T B T B T B RETAIN REMOVE 15" RCP-IV 15" SEE DETAIL A SPECIAL LATERAL ’V’ DITCH FROM -L- STA. 58+00 TO STA. 60+80 LT. CLEANOUT 2GI 2GI 8 5 8 5 85 85 90 90 90 9 0 90 9 0 90 90 9 0 9 0 90 9090 90 90 9 0 9 0 90 9 5 95 95 1 0 0 100 0 5025 50 SCALE: 1"= 50’ HORIZ. SITE 4 PLAN VIEW ENLARGED SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION TO WET LAND NON-EROSIVE V =1.48 fps Q =1.2 cfs10 10 R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 7 a . d g n IC A E N G IN EE RIN G , IN C . 7 /2 2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT EXCAVATION IN WETLAND EXCAVATION IN WETLAND 7A LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED WETLAND DENOTES FILL INFF T T FILL IN WETLAND DENOTES TEMPORARY TS TS SURFACE WATER IMPACT DENOTES TEMPORARY S S SURFACE WATER IMPACT DENOTES PERMANENT **** S WIF T CR E E K S WIF T CR E E K TBM-4 TREES TREES WOODS WOODS W OOD S 8’ SOIL PATH 16" DI 12" DI F C F F F F C F F -L- F F FF E EE EE E F S S STT TS TS TS TS TS TS TS TS TS T TT COFFERDAM WORK BRIDGE COFFERDAM COFFERDAM COFFERDAM WORK BRIDGE TT T 1 5 " T B T B T B T B RCP-IV 15" 2GI 2GI HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 SKETCH OF PAVEMENT/BRIDGE RELATIONSHIP 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 NAD 83 PROJ. REFERENCE NO.SHEET NO.00 5 10 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120 130120130 100 110 100 110 WETLAND DENOTES FILL INFF 90 80 70 90 80 70 STA 50+00 -L- X-SECTION SITE 4 WETLAND AND SURFACE WATER IMPACTS PERMIT N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF ENGLISHSHEET __ OF __ PERMIT DRAWING R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ w e t _ x s e c t i o n s . d g n IC A E N G IN EE RIN G , IN C . 3 /14 /2 0 1 4 B-5124 XSC SITE 4 LEGEND C LE A R IN G LIM ITS 3:1 0.0200.020 0.080 F F F W E T L A N D S -L- ENGLISH SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 8 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 SITE 5 PLAN VIEW WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING LEGEND DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED* * * * *** ** * * SECT ION CROSS SEE S ITE 5 FF WETLAND DENOTES FILL IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8B-5124 M A TC H LIN E S EE S H EE T 9 - L- S TA. 7 3 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 7 - L- S T A. 6 0 + 0 0. 0 0 NAD 83 R/W R EV IS IO N (A P RIL 1, 2 0 1 4 ) : C O N S TRU C TIO N EA S EM EN T A D D E D TO P A RC EL 2 F R O M - L- S TA . 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 2 6 ’ S OIL 18 " RCP 18 " R C P 36" RCP R IP - R AP 10’ S OIL WOODS WOODS W E L L WE L L WELL WELL WELL WELL T T WELL WELL T T (HE IRS ) LENA C . BRAD LEY R .R . BRAD LEY AND (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL C IRCLE SOLUTIONS , INC . FULL CIRCLE SOLUTIONS, INC. PB 31 PG 203 DB 2026 PG 708 DB 2026 PG 708 1 5 " R C P DI DI DI1 5 " R C P 18 ’ S OIL (P R IVA TE ) B R AD LE Y-CUT CH IN LAN E NO RECORDDOMINION POWER EASEMENT T T V A L V E B L O W- OF F S S M H W/ F F F F F F F F F F F F F F F F F F C C C F 5 0 ’ 5 0 ’ 6 0 6 5 7 0 PI Sta 75+40.38 PI Sta 63+08.80 R = 1,568.00’ PT Sta. 68+64.88 -L- 25 :1 PS TAPER 25 :1 PS TAPER R E T A I N TB JB w/MH 18" SEE DETAIL A SPECIAL LATERAL ’V’ DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D FROM -L- STA. 61+00 TO STA. 63+55 LT. Min. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill REMOVE 3: 1 F F F F F F F F F F F F F F F F F F C C C F ENGLISH N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 9 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING SHEET 9A SEE ENLARGED AREA LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF TS TS SURFACE WATER IMPACT DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * *** ** * * SITE 5 PLAN VIEW SITE 5 S S SURFACE WATER IMPACT DENOTES PERMANENT 7 5 8 0 PT Sta. 80+51.97 POT Sta. 81+76.68 PI Sta 75+40.38 R = 10,000.00’ PI Sta 78+74.57 T = 177.43’ R = 10,000.00’ PC Sta. 73+83.59 PRC Sta. 76+97.14 END TIP PROJECT B-5124 -L- -L- POT STA. 80+60.00 25:1 PS TAPER 25:1 PS TAPER DEBRIS DEBRIS 1 0 ’ S OI L WOODS WOODS WOODS WOOD S FRANCES B.WOODARD JUDGE FARM LIMITED PARTNERSHIP PB 31 PG 203 CE1 BEAVER DAM MHUTILU N K N BL-10 BL-11 LIMITED PARTNERSHIP JUDGE FARM PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE F F F F F F F F F F F F F F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: BEGIN CULVERT -L- STA. 74+11.69+/- -L- STA. 74+37.97+/- END CULVERT M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S E E TS TS TS S S S S S SS SS S S S S S SS TS TS TS F F F F F F F F F F F F F TSTS TS T B T B T B TB ( Not to Scale) TOE PROTECTION d FROM STA. 79+00 LT. TO STA. 80+60 LT. Nat ural Gr ou n d Fill Slope3:1 OR FLATTER d= 1 Ft. Type of Liner= PSRM DETAIL B PSRM L AN E S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET (LOOKING DOWNSTREAM) (NOT TO SCALE) 2 :12:1 N G NG 1.5’ THICK w/GEOTEXTILE CLASS ’I’ RIP RAP 26’ EXCAVATION SEE DETAIL B TOE PROTECTION w/ PSRM CULVERT 161 INLET CHANNEL EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND 0 5025 50 SCALE: 1"= 50’ HORIZ. SITE 5 PLAN VIEW ENLARGED SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 9 a . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT BANK STABILIZATION, L=46’ LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF TS TS SURFACE WATER IMPACT DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER IMPACT DENOTES PERMANENT 9ANAD 83 WOODS WELL TBM-5 FRANCES B.WOODARD FULL CIRCLE SOLUTIONS, INC. CE1 BEAVER DAM MHUTILU N K N 6 0 . 0 0 ’ PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE F F F F F FF F F 5 0 ’ 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER E E TS TS TS S S S S S SS SS S S S S S SS TS TS TS F F F F F F F F F TSTS TS T B T B T B TB L ANE S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S 90 9 0 90 9 0 90 9 0 90 90 90 90 90 90 90 90 90 95 95 9 5 9 5 95 95 95 95 95 95 95 95 9 5 95 95 9 5 95 95 95 95 9 5 9 5 95 1 0 0 10 0 100 100 100 100 1 0 0 100 100 100 100 100 100 100 100 100 100 100 1 0 0 1 0 0 100100 1 0 0 100 100 1 0 0 100 100 100 10 0 10 0 100 1 0 0 105 105 105 105 105 1 0 5 105 1 0 5 1 0 5 105 105 105 10 5 1 0 5 105 105 105 10 5 105 105 105 11 0 11 0 110 110 1 1 0 115115 -L- ENGLISH SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 8 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 SITE 5 PLAN VIEW WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING LEGEND DENOTES WETLAND BOUNDARY CLEARING DENOTES MECHANIZED* * * * *** ** * * SECT ION CROSS SEE S ITE 5 FF WETLAND DENOTES FILL IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8B-5124 M A TC H LIN E S EE S H EE T 9 - L- S TA. 7 3 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 7 - L- S T A. 6 0 + 0 0. 0 0 NAD 83 R/W R EV IS IO N (A P RIL 1, 2 0 1 4 ) : C O N S TRU C TIO N EA S EM EN T A D D E D TO P A RC EL 2 F R O M - L- S TA . 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 2 6 ’ S OIL 18 " RCP 18 " R C P 36" RCP R IP - R AP 10’ S OIL WOODS WOODS W E L L WE L L WELL WELL WELL WELL T T WELL WELL T T (HE IRS ) LENA C . BRAD LEY R .R . BRAD LEY AND (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL C IRCLE SOLUTIONS , INC . FULL CIRCLE SOLUTIONS, INC. PB 31 PG 203 DB 2026 PG 708 DB 2026 PG 708 1 5 " R C P DI DI DI1 5 " R C P 18 ’ S OIL (P R IVA TE ) B R AD LE Y-CUT CH IN LAN E NO RECORDDOMINION POWER EASEMENT T T V A L V E B L O W- OF F S S M H W/ F F F F F F F F F F F F F F F F F F C C C F 5 0 ’ 5 0 ’ 6 0 6 5 7 0 PI Sta 75+40.38 PI Sta 63+08.80 R = 1,568.00’ PT Sta. 68+64.88 -L- 25 :1 PS TAPER 25 :1 PS TAPER R E T A I N TB JB w/MH 18" SEE DETAIL A SPECIAL LATERAL ’V’ DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D FROM -L- STA. 61+00 TO STA. 63+55 LT. Min. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill REMOVE 3: 1 F F F F F F F F F F F F F F F F F F C C C F 8 5 85 85 90 90 90 90 9 0 90 90 9 0 90 9 0 90 90 90 90 90 9 0 9 0 90 90 90 90 95 9 5 9 5 95 9 5 95 95 95 95 10 0 100 100 100 100 100 1 0 0 10 0 10 0 100 10 5 1 0 5 1 0 5 105 10 5 105 1 0 5 10 5 105 110 110 11 0 1 1 0 110 110 ENGLISH N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 9 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET __ OF __ PERMIT DRAWING SHEET 9A SEE ENLARGED AREA LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF TS TS SURFACE WATER IMPACT DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * *** ** * * SITE 5 PLAN VIEW SITE 5 S S SURFACE WATER IMPACT DENOTES PERMANENT 7 5 8 0 PT Sta. 80+51.97 POT Sta. 81+76.68 PI Sta 75+40.38 R = 10,000.00’ PI Sta 78+74.57 T = 177.43’ R = 10,000.00’ PC Sta. 73+83.59 PRC Sta. 76+97.14 END TIP PROJECT B-5124 -L- -L- POT STA. 80+60.00 25:1 PS TAPER 25:1 PS TAPER DEBRIS DEBRIS 1 0 ’ S OI L WOODS WOODS WOODS WOOD S FRANCES B.WOODARD JUDGE FARM LIMITED PARTNERSHIP PB 31 PG 203 CE1 BEAVER DAM MHUTILU N K N BL-10 BL-11 LIMITED PARTNERSHIP JUDGE FARM PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE F F F F F F F F F F F F F F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: BEGIN CULVERT -L- STA. 74+11.69+/- -L- STA. 74+37.97+/- END CULVERT M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S E E TS TS TS S S S S S SS SS S S S S S SS TS TS TS F F F F F F F F F F F F F TSTS TS T B T B T B TB ( Not to Scale) TOE PROTECTION d FROM STA. 79+00 LT. TO STA. 80+60 LT. Nat ural Gr ou n d Fill Slope3:1 OR FLATTER d= 1 Ft. Type of Liner= PSRM DETAIL B PSRM L AN E S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET (LOOKING DOWNSTREAM) (NOT TO SCALE) 2 :12:1 N G NG 1.5’ THICK w/GEOTEXTILE CLASS ’I’ RIP RAP 26’ EXCAVATION SEE DETAIL B TOE PROTECTION w/ PSRM CULVERT 161 INLET CHANNEL EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND 8 5 85 8 5 90 90 90 9 0 90 90 90 90 90 95 0 5025 50 SCALE: 1"= 50’ HORIZ. SITE 5 PLAN VIEW ENLARGED SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY DIVISION OF HIGHWAYS N. C. DEPT. OF TRANSPORTATION R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ w e t _ p s h 9 a . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 WETLAND AND SURFACE WATER IMPACTS PERMIT BANK STABILIZATION, L=46’ LEGEND DENOTES WETLAND BOUNDARY E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF TS TS SURFACE WATER IMPACT DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER IMPACT DENOTES PERMANENT 9A WOODS WELL TBM-5 FRANCES B.WOODARD FULL CIRCLE SOLUTIONS, INC. CE1 BEAVER DAM MHUTILU N K N 6 0 . 0 0 ’ PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE F F F F F FF F F 5 0 ’ 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER E E TS TS TS S S S S S SS SS S S S S S SS TS TS TS F F F F F F F F F TSTS TS T B T B T B TB L ANE S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S F F F F F F F F F LEGEND S S SURFACE WATER IMPACT DENOTES PERMANENT S S SITE 5 F F F F F F F FFFFFFFFFF F F F F F SITE 5 SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, PROJECT: 42270.1.1 (B-5124) NASH COUNTY R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ w e t _ p r o fil e . d g n IC A E N G IN EE RIN G , IN C . 3 /14 /2 0 1 4 WETLAND DENOTES FILL INFF N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET __ OF __ PERMIT DRAWING ENGLISH SHEET OF 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 50 60 70 80 90 100 110 50 60 70 80 90 100 110 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 50 60 70 80 90 100 110 120 130 140 50 60 70 80 90 100 110 120 130 140 12B-5124 -L- -L- DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $ $ $ $ U S E R N A M E $ $ $ $ 2) SEE SHEETS C-? THROUGH C-? FOR CULVERT 1) SEE SHEETS 8 THROUGH 9 FOR -L- PLAN NOTES: DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 750 = 50 = 91.5 = 900 = 100 = 92.02 = 1125 = 92.9 ELEVATION 88.88’ -LR- STA. 76+15.19 25.05’ LEFT BM # 5 RR SPIKE IN 21" SWEET GUM ELEVATION 107.04’ -LR- STA. 80+80.32 52.96’ RIGHT BM # 6 RR SPIKE IN 15" GUM = 200+/- (-)1.0092% PI = 71+00.00 EL = 92.90’ (-)1.0092%(-)0.0303% VC = 180’ K = 184 PI = 60+10.00 EL = 103.90’ VC = 390’ K = 116 E l = 9 6 .8 8 (-) 0.9600% (-) 4.7818 % E L E V . 10 0 .6 9 ’ S T A . 5 8 + 5 0 - L R - L E F T E N D D IT C H ELEV. 98.80’ STA. 61+00 -LR- LEFT BEGIN DITCH S T A . 6 3 + 0 0 E L E V . 9 4 .2 5 ’ S T A . 6 3 + 5 5 - L R - L E F T E N D D IT C H (+) 0.3000% LEFT DITCH PI = 74+30.00 EL = 92.80’ (-)0.0303%(+)0.0482% VC = 300’ K = 3822 PI = 78+45.00 EL = 93.00’ (+)0.0482%(+)3.0233% VC = 350’ K = 118 ELEV. 99.50’ -L- STA. 80+60.00 END GRADE -L- STA. 74+37.97+/- END CULVERT -L- STA. 74+11.69+/- BEGIN CULVERT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET OF SHEET __ OF __ PERMIT DRAWING ENGLISH NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, WETLAND AND SURFACE WATER IMPACTS PERMIT R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ p fl_ a lo n g _ s t r _ s it e 5 _ p s h 9 . d g n IC A E N G IN EE RIN G , IN C . 3 /14 /2 0 1 4 B-5124 PAS-S5 80 90 100 050’100’50’100’150’150’ (TYP.) 2:1 NORMAL L TOP OF BANK EXISTING LEFT TOP OF BANK EXISTING RIGHT EXIST. CULVERT ELEV. = 91.5 PROP. 50 YR. C CHANNELL C ELEV.=83.4L 30.4’ SLOPE = 0.25% WIER ELEV. = 89.4 BEAVER DAM 9.7’ AT 2.85% SLOPE CHANNEL IMPROVEMENT 35 LF OF INLET AT 0.25% SLOPE RCBC ~19’ UPSTREAM EXTEND EXISTING SKEW = 70° GP ELEV. = 92.83 AND EXTEND ~ 19’ UPSTREAM RETAIN (3) 8’ x 6’ RCBC C STA. 74+25 -L- (7/2/2013) WS ELEV. = 89.3 0.8’0.8’ ELEV. = 92.02 PROP. 100 YR. 80 90 100 STA 74+25 -L- PROFILE ALONG STRUCTURE SITE 5 WOODS WELL BEAVER DAM MHUTILUN K N 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER T B T B T B TB L AN E S W A MP 5 0 ’WOODS WELL BEAVER DAM MHUTILUN K N 5 0 ’ 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER T B T B T B TB L A NE S W A MP NAD 83CONST.9B-5124 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND THROUGH SPECIAL STILLING BASIN. THE CONTRACTOR SHALL FILTER SEDIMENT-LADEN WATER DIRECTLY INTO STREAM. FOR DE-WATERING OF CULVERT SITES, THE CONTRACTOR SHALL NOT PUMP SEDIMENT-LADEN WATER DEWATER THE WORK AREA. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO SHEETING, PUMPS AND HOSES. INCIDENTAL TO THE WORK. THIS INCLUDES POLYETHYLENE MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 HOURS. FROM STREAM FLOW AS NECESSARY. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK DRY OR ISOLATED SECTIONS OF CHANNEL. CULVERT CONSTRUCTION SHALL BE PERFORMED IN ONLY NOTES: 6. 5. 4. 3. 2. 1. (ROAD CLOSURE - MAINTENANCE OF TRAFFIC VIA OFFSITE DETOUR.) PHASE 2 CONSTRUCTION SEQUENCE (ROAD CLOSURE - MAINTENANCE OF TRAFFIC VIA OFFSITE DETOUR.) PHASE 1 CONSTRUCTION SEQUENCE DIKE IMPERVIOUS PUMP DEWATERING DIKE IMPERVIOUS DIKE IMPERVIOUS PUMP DEWATERING DIKE IMPERVIOUS PHASE 1 CONSTRUCTION SEQUENCE (STA. 74+25 -L-) PHASE 2 CONSTRUCTION SEQUENCE (STA. 74+25 -L-) 7. 6. 5. 4. 3. 2. 1. 7. 6. 5. 4. 3. 2. 1. SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET COMPLETE ROADWAY. REMOVE IMPERVIOUS DIKES, SPECIAL STILLING BASIN, AND DEWATERING PUMP. STABILIZE THE CHANNEL BANK. INSTALL 35 LF OF INLET CHANNEL IMPROVEMENT. EXTEND CULVERT BARREL AND INSTALL HEADWALL. BACKFILL CULVERT. DEWATER WORK AREA. INSTALL IMPERVIOUS DIKES WHILE MAINTAINING FLOW THROUGH SOUTHERN TWO BARRELS. (150 CY) OF PUMPED EFFLUENT SPECIAL STILLING BASIN FOR (150 CY) OF PUMPED EFFLUENT SPECIAL STILLING BASIN FOR (150 CY) OF PUMPED EFFLUENT SPECIAL STILLING BASIN FOR REMOVE IMPERVIOUS DIKES. STABILIZE THE CHANNEL BANK. INSTALL 35 LF OF INLET CHANNEL IMPROVEMENT. EXTEND CULVERT BARRELS (2) AND INSTALL HEADWALLS. BACKFILL CULVERT. DEWATER WORK AREA. INSTALL IMPERVIOUS DIKES WHILE MAINTAINING FLOW THROUGH NORTHERN MOST BARREL. FROM DEWATERED SITE. CONSTRUCT SPECIAL STILLING BASIN (40’ X 25’) FOR PUMPED EFFLUENT NAD 83 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SHEET 34 OF 51 PERMIT DRAWING ENGLISH F F F F F FF F F F F F F FF F PROJ. REFERENCE NO.SHEET NO.00 5 10 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120 130120130 100 110 100 110 WETLAND DENOTES FILL INFF 90 80 70 90 80 70 STA 71+00 -L- X-SECTION SITE 5 WETLAND AND SURFACE WATER IMPACTS PERMIT N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF ENGLISHSHEET __ OF __ PERMIT DRAWING R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B5 1 2 4 _ h y d _ p r m _ w e t _ x s e c t i o n s . d g n IC A E N G IN EE RIN G , IN C . 3 /14 /2 0 1 4 B-5124 XSC SITE 5 LEGEND C LE A R IN G LIM ITS 3: 13:1 0.0200.020 F F W E T L A N D S Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 - L - 1 6 + 0 8 T O 2 1 + 0 0 E X T E N D E X . 4 @ 1 0 ' x 7 ' R C B C 0 . 2 5 0 . 0 2 0 . 1 2 0 . 0 3 0 . 0 2 1 8 3 2 1 - L - 1 7 + 1 0 T O 1 7 + 5 9 B A N K S T A B I L I Z A T I O N < 0 . 0 1 2 0 2 - L - 2 1 + 0 0 T O 3 4 + 0 0 2 4 " P C C S B R I D G E , 1 @ 7 0 ' , 1 @ 5 5 ' 0 . 6 0 0 . 0 2 < 0 . 0 1 0 . 5 0 < 0 . 0 1 0 . 0 5 5 6 3 - L - 3 4 + 0 0 T O 4 7 + 0 0 2 1 " P C C S B R I D G E , 1 @ 3 5 ' , 1 @ 5 5 ' , 1 @ 4 5 ' 0 . 7 5 < 0 . 0 1 < 0 . 0 1 0 . 4 7 < 0 . 0 1 0 . 1 0 5 1 2 4 - L - 4 7 + 0 0 T O 5 5 + 7 6 1@ 4 0 ' ( 2 1 " P C C S ) , 1 @ 7 0 ' ( 2 4 " P C C S ) , 1@ 3 5 ' ( 2 1 " P C C S ) 0. 4 0 0 . 0 1 < 0 . 0 1 0 . 3 5 < 0 . 0 1 < 0 . 0 1 7 3 5 - L - 6 8 + 5 4 T O 7 8 + 2 0 E X T E N D E X . 3 @ 8 ' x 6 ' R C B C 0 . 3 7 < 0 . 0 1 0 . 3 2 0 . 0 2 0 . 0 3 1 9 5 4 5 - L - 7 3 + 7 7 T O 7 4 + 3 0 B A N K S T A B I L I Z A T I O N 0 . 0 3 4 6 TO T A L S * : 2 . 3 7 0 . 0 3 0 . 0 4 1 . 7 6 0 . 0 9 0 . 2 1 1 0 8 2 2 7 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : AT N R e v i s e d 3 / 1 2 / 1 3 SH E E T 36 OF 51 NC 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 DIVISION OF HIGHWAYS B-5124, NASH COUNTY W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S RE P L A C E B R I D G E S N O . 8 5 , 1 4 1 , A N D 1 5 1 OVER SWIFT CREEK ON US-301 8/28/2014 BUFFER IMPACTS PERMIT ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET OF NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, R: \ H y d r a u l i c s \ P ERM IT S _ E n v ir o n m e n t a l\ D r a w i n g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ t s h . d g n IC A E N G IN E E RIN G , IN C . 4 /2 /2 0 1 4 SITE 1 SITE 2 SITE 3 VICINITY MAP NOT TO SCALE NASH COUNTY 25 50 10050 25 50 10050 5 10 2010 D T V = = = = = = 11,200 10 60 7 60 % % MPH ADT ADT 2035 % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FUNC CLASS = MINOR ARTERIAL 0 0 0 PROFILE (HORIZONTAL) 42270.1.1 P.E. BRSTP-0301(25) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 B-5124DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 5 1 2 4 A R T MEN N A S O H D E P T O F TRA SPORT T I O N T A TEOFN RT CAR O LI N A OFFSITE DETOUR BEGIN TIP PROJECT B-5124 U.S. 301 U.S. 30 1 END TIP PROJECT B-5124 U.S. 301 STATEWIDE TIER AND CULVERTS. GRADING, DRAINAGE, PAVING, STRUCTURES, GARY LOVERING, PE SWIFT CREEK ON US-301 REPLACE BRIDGES NO. 85, 141, AND 151 OVER 8,8002015 *(TTST =3%DUALS 4%) 4 5 6 7 8 9 S WA MP CR EEK S WIFT -L- STA. 80+60.00 -L- STA. 11+20.00 C O U N T Y4 1546 1522 1547 2322 School North Whitakres School Hubbard Mann Cemetery Greene Cemetery Williams Cemetery Braswell Cemetery Powell Cemetery Davis W . N ash S t. Church Shiloh Church Zion Cross Blac k C ree k Sw a m p Beaverdam L a n e 4 48 4 48 4 48 301 301 301 48 4 4 Cemetery Harper 33 33 95 95 95 Church New Hope Battleboro Whitakers Hickory C IT Y LIM IT Johnston Rd. E. Main St. S H ath aw ay S tMainW.St. C IT Y LIMIT W atson Farm R d. Seed PROJECT BEGIN PROJECT END R a ilro a d C S X C IT Y LIMIT Swift Creek CHRISTOPHER H. LEE TOTAL LENGTH OF TIP PROJECT B-5124 = 1.314 MILES K 42270.2.1 BRSTP-0301(25)R/W & UTL. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. -L- STA. 17+39.19+/- END CULVERT TO BATTLEBORO -L- STA. 16+96.53+/- BEGIN CULVERT SW AM P C R EE K SW IFT -L- S WA MP CR EE K S WIF T -L- CR EE K S WIF T -L- STA. 74+37.97+/- END CULVERT BEGIN CULVERT -L- STA. 74+11.69+/- -L- TO W HITA KERS BRIDGE #85 BRIDGE #141 BRIDGE #151 CULVERT #70 SWAMPLANECULVERT #161 APRIL 21, 2015 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. -L- STA. 21+85.31 BEGIN BRIDGE -L- STA. 23+12.69 END BRIDGE -L- STA. 36+19.75 BEGIN BRIDGE -L- STA. 37+57.25 END BRIDGE -L- STA. 54+11.75 BEGIN BRIDGE -L- STA. 55+59.25 END BRIDGE LENGTH STRUCTURE TIP PROJECT B-5124 = 0.091 MILES LENGTH ROADWAY TIP PROJECT B-5124 = 1.223 MILES FEBRUARY 28, 2014 NAD 83 -L- ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SITE 1 PLAN VIEW BUFFER IMPACTS IMPACTS SHEET 6A SEE ENLARGED AREA R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 6 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 3 5 4 0 4 5 25:1 PS TAPER TAPER 25:1 PS JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER WOODS WOODS W OODS WOO DS WOO DS WOO D S WOODS WOODS US 301 24’ BST EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ S WIF T CRE E K S WAMP S WIF T CR E E K S WAMP 16" DI 16" DI 12" DI 12" DI 12" DI EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ F C F C F F C F F C F C F C F C F FFFF C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 2 4 ’ M A T C H LIN E S E E S H E E T 7 - L- S T A . 4 7 + 0 0 . 0 0 M A T C H LIN E S E E S H E E T 5 - L- S T A . 3 4 + 0 0 . 0 0 15 " RC P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP +00 END SBG +00 END SBG STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION 5 0 ’ -L- ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF BUFFER IMPACTS IMPACTS LEGEND CROSSING ROADBRIDGE 0 5025 50 SCALE: 1"= 50’ HORIZ. SITE 1 PLAN VIEW ENLARGED CROSSING ROAD R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 6 A . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 6A 3 6 3 7 3 8 SITE 1 (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W STA. 36+88.5 -L- 10 10 NON-EROSIVE V =1.33 fps Q =0.9 cfs (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 TBM-3 JOHN WHITE FISHER JOHN WHITE FISHER W OODS WOO D S WO O D S WO O D S S WIF T CR E E K S WAMP S WIF T CR E E K S WAMP 16" DI 12" DIC F C F C FF F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 M A T C H LIN E S E E S H E E T 5 - L- S T A . 3 4 + 0 0 . 0 0 TAPER 25:1 PS 15 " R C P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP +00 END SBG +00 END SBG STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION 85 8 5 85 85 85 9090 90 9090 90 90 9090 9 0 90 90 90 90 90 90 90 9 0 -L- ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SITE 1 PLAN VIEW BUFFER IMPACTS IMPACTS SHEET 6A SEE ENLARGED AREA R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 6 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 3 5 4 0 4 5 25:1 PS TAPER TAPER 25:1 PS JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER JOHN WHITE FISHER WOODS WOODS W OODS WOO DS WOO DS WOO D S WOODS WOODS US 301 24’ BST EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ S WIF T CRE E K S WAMP S WIF T CR E E K S WAMP 16" DI 16" DI 12" DI 12" DI 12" DI EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ F C F C F F C F F C F C F C F C F FFFF C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 2 4 ’ M A T C H LIN E S E E S H E E T 7 - L- S T A . 4 7 + 0 0 . 0 0 M A T C H LIN E S E E S H E E T 5 - L- S T A . 3 4 + 0 0 . 0 0 15 " RC P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP +00 END SBG +00 END SBG STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION 5 0 ’ -L- ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF BUFFER IMPACTS IMPACTS LEGEND CROSSING ROADBRIDGE 0 5025 50 SCALE: 1"= 50’ HORIZ. SITE 1 PLAN VIEW ENLARGED CROSSING ROAD R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 6 A . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 6A 3 6 3 7 3 8 SITE 1 (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W STA. 36+88.5 -L- 10 10 NON-EROSIVE V =1.33 fps Q =0.9 cfs (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 TBM-3 JOHN WHITE FISHER JOHN WHITE FISHER W OODS WOO D S WO O D S WO O D S S WIF T CR E E K S WAMP S WIF T CR E E K S WAMP 16" DI 12" DIC F C F C FF F 85 8 5 85 85 85 90 90 90 9 0 90 9 0 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6B-5124 NAD 83 M A T C H LIN E S E E S H E E T 5 - L- S T A . 3 4 + 0 0 . 0 0 TAPER 25:1 PS 15 " R C P - I V T B T B 15 " TB T B T B T B TB 2GI 2GI EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP +00 END SBG +00 END SBG STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION -L- BUFFER IMPACTS IMPACTS ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SHEET 7A SEE ENLARGED AREA SITE 2 PLAN VIEW R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 7 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 GRASS SWALE DATA DA= 0.26 AC SLOPE= 0.023 SIDE SLOPE= 3:1 & 4:1 L REQ.= 26’ L PRO.= 430’ Q2= 0.34 cfs V2= 1.4 fps Q10= 0.44 fps V10= 1.5 fps ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3: 1 D FROM -L- STA. 58+00 TO STA. 60+80 LT. Min. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill 5 0 5 5 6 0 PC Sta. 56+95.29 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25 :1 PS TAPER S WIF T CR E E K S WIF T CR EE K S IGN BL-7 BL-8 GPS 3 TBM-4 JOHN WHITE FISHER JOHN WHITE FISHER (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL CIRCLE SOLUTIONS, INC. TREES TREES WOODS WOODS WOODS WOODS WOODS WOODS W OOD S W OOD S US 301 24’ BST 114 .6 6 ’ 43 0 .84 ’ EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ 8’ SOIL PATH 8 ’ SOIL PATH 8’ S OIL P AT H 8’ SOIL PATH 1 0 ’ G R 7 ’ GR TREES WE L L 6 0 . 0 0 ’ 16" DI 16" DI 16" DI 12" DI 12" DI 12" DI US 301 24’ BST 36 .19 ’ + 76 .70 3 2 .7 3 ’ + 6 0 .17 F C F C F C F C F F F F C F C F F C F F F C C 15" RCP 15" RCP 1 5 " T B T B T B T B RETAIN REMOVE 15" RCP-IV 15" EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP SEE DETAIL A SPECIAL LATERAL ’V’ DITCH FROM -L- STA. 58+00 TO STA. 60+80 LT. CLEANOUT 2GI 2GI +49 BEGIN SBG STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION STRUCTURE PAY ITEM CLASS II RIP RAP HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: 2 4 ’ 2 4 ’ M A TC H LIN E S EE S H EE T - L- S TA . 6 0 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 RE VIS IO N S NAD 83 R /W REV IS IO N (A P RIL 1, 2 0 1 4 ): C O N S TR U C TIO N EA S E M EN T A D D ED TO P A RC E L 2 F RO M - L- S TA 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 5 0 ’ -L- BUFFER IMPACTS IMPACTS ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 7 A . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 SITE 2 PLAN VIEW ENLARGED CROSSING ROAD BRIDGE CROSSING ROAD 7A TO WET LAND NON-EROSIVE V =1.48 fps Q =1.2 cfs10 10 0 5025 50 SCALE: 1"= 50’ HORIZ. LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 5 5 S WIF T CR E E K S WIF T CR E E K TREES TREES WOODS WOODS W OOD S 8’ SOIL PATH 16" DI 12" DI F F F F F C F F 1 5 " T B T B T B T B RCP-IV 15" EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP 2GI 2GI +49 BEGIN SBG STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION STRUCTURE PAY ITEM CLASS II RIP RAP HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 RE VIS IO N S NAD 83 R /W REV IS IO N (A P RIL 1, 2 0 1 4 ): C O N S TR U C TIO N EA S E M EN T A D D ED TO P A RC E L 2 F RO M - L- S TA 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 8 5 8 5 8 5 85 90 9 0 9 0 9 0 9 0 90 90 9 0 9 0 90 90 90 90 90 90 90 90 90 90 90 9 0 9 0 90 90 9090 90 90 90 90 9 0 9 0 90 90 9090 90 90 9 0 9 0 90 9 5 9 5 95 9 5 95 95 9 5 95 9 5 9 5 95 95 95 95 95 100 100 10 0 100100 100 100 100 100 100 100 100 10 0 10 0 1 0 0 105 105 105 105 -L- BUFFER IMPACTS IMPACTS ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF SHEET 7A SEE ENLARGED AREA SITE 2 PLAN VIEW R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 7 . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 GRASS SWALE DATA DA= 0.26 AC SLOPE= 0.023 SIDE SLOPE= 3:1 & 4:1 L REQ.= 26’ L PRO.= 430’ Q2= 0.34 cfs V2= 1.4 fps Q10= 0.44 fps V10= 1.5 fps ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3: 1 D FROM -L- STA. 58+00 TO STA. 60+80 LT. Min. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill 5 0 5 5 6 0 PC Sta. 56+95.29 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25 :1 PS TAPER S WIF T CR E E K S WIF T CR EE K S IGN BL-7 BL-8 GPS 3 TBM-4 JOHN WHITE FISHER JOHN WHITE FISHER (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL CIRCLE SOLUTIONS, INC. TREES TREES WOODS WOODS WOODS WOODS WOODS WOODS W OOD S W OOD S US 301 24’ BST 114 .6 6 ’ 43 0 .84 ’ EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ 8’ SOIL PATH 8 ’ SOIL PATH 8’ S OIL P AT H 8’ SOIL PATH 1 0 ’ G R 7 ’ GR TREES WE L L 6 0 . 0 0 ’ 16" DI 16" DI 16" DI 12" DI 12" DI 12" DI US 301 24’ BST 36 .19 ’ + 76 .70 3 2 .7 3 ’ + 6 0 .17 F C F C F C F C F F F F C F C F F C F F F C C 15" RCP 15" RCP 1 5 " T B T B T B T B RETAIN REMOVE 15" RCP-IV 15" EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP SEE DETAIL A SPECIAL LATERAL ’V’ DITCH FROM -L- STA. 58+00 TO STA. 60+80 LT. CLEANOUT 2GI 2GI +49 BEGIN SBG STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION STRUCTURE PAY ITEM CLASS II RIP RAP HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: 2 4 ’ 2 4 ’ M A TC H LIN E S EE S H EE T - L- S TA . 6 0 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 RE VIS IO N S NAD 83 R /W REV IS IO N (A P RIL 1, 2 0 1 4 ): C O N S TR U C TIO N EA S E M EN T A D D ED TO P A RC E L 2 F RO M - L- S TA 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n 5 0 ’ 8 5 8 5 8 5 85 90 90 90 90 90 9 0 90 9 0 90 90 9 0 9 0 90 9090 90 90 9 0 9 0 90 9 5 95 9 5 95 1 0 0 100 -L- BUFFER IMPACTS IMPACTS ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 7 A . d g n IC A E N G IN EE RIN G , IN C . 4 /2 /2 0 1 4 SITE 2 PLAN VIEW ENLARGED CROSSING ROAD BRIDGE CROSSING ROAD 7A TO WET LAND NON-EROSIVE V =1.48 fps Q =1.2 cfs10 10 0 5025 50 SCALE: 1"= 50’ HORIZ. LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 5 5 S WIF T CR E E K S WIF T CR E E K TREES TREES WOODS WOODS W OOD S 8’ SOIL PATH 16" DI 12" DI F F F F F C F F 1 5 " T B T B T B T B RCP-IV 15" EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP 2GI 2GI +49 BEGIN SBG STRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION STRUCTURE PAY ITEM CLASS II RIP RAP HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 2) SEE SHEETS S-XX THROUGH S-XX FOR STRUCTURE PLANS 1) SEE SHEET 11 FOR -L- PROFILE NOTES: M A T C H LI N E S E E S H E E T 6 - L- S T A . 4 7 + 0 0 . 0 0 RE VIS IO N S NAD 83 R /W REV IS IO N (A P RIL 1, 2 0 1 4 ): C O N S TR U C TIO N EA S E M EN T A D D ED TO P A RC E L 2 F RO M - L- S TA 5 8 + 5 0 TO 6 3 + 6 5 LT . h c n BUFFER IMPACTS IMPACTS SHEET 9A SEE ENLARGED AREA SITE 3 PLAN VIEW ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 9 . d g n IC A EN G IN EE RIN G , IN C . 4 /2 /2 0 1 4 M A T C H LI N E S E E S H E E T 8 - L- S T A . 7 1 + 0 0 . 0 0 (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 LEGEND 7 5 8 0 PT Sta. 80+51.97 POT Sta. 81+76.68 PC Sta. 73+83.59 PRC Sta. 76+97.14 END TIP PROJECT B-5124 -L- POT STA. 80+60.00 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 1 0 ’ S OI L WOODS WOODS WOODS WOODS WOOD S WELL FRANCES B.WOODARD JUDGE FARM LIMITED PARTNERSHIP FULL CIRCLE SOLUTIONS, INC. DB 2026 PG 708 PB 31 PG 203 FES IN V=88.98’ BEAVER DAM MHUTILU N K N 6 0 . 0 0 ’ 6 0 . 0 0 ’ LIMITED PARTNERSHIP JUDGE FARM PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE F F F F F F F F F F F F F F F F F F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S 5 0 ’ T B T B T B TB ( Not to Scale) TOE PROTECTION d FROM STA. 79+00 LT. TO STA. 80+60 LT. Nat ural Gr ou n d Fill Slope3:1 OR FLATTER d= 1 Ft. Type of Liner= PSRM DETAIL B PSRM L AN E S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET (LOOKING DOWNSTREAM) (NOT TO SCALE) 2 :12:1 NG NG 1.5’ THICK w/GEOTEXTILE CLASS ’I’ RIP RAP 26’ EXCAVATION SEE DETAIL B TOE PROTECTION w/ PSRM CULVERT 161 INLET CHANNEL EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND BUFFER IMPACTS IMPACTS ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 9 A . d g n IC A E N G IN EE RIN G , IN C . 4 /3 /2 0 1 4 SITE 3 PLAN VIEW ENLARGED 9A LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 0 5025 50 SCALE: 1"= 50’ HORIZ. 7 5 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER WOODS WELL BEAVER DAM MHUTILU N K N 6 0 . 0 0 ’ F F F F F F F F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S 5 0 ’ T B T B T B TB L AN E S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND 8 5 85 85 90 90 90 9 0 90 9 0 90 90 9 0 90 90 9 0 90 90 90 90 90 90 90 9 0 9 0 90 90 90 90 90 90 95 95 95 95 9 5 9 5 95 9 5 95 95 95 95 10 0 100 10 0 100 100 100 10 0 10 0 10 0 100 10 0 100 105 1 0 5 1 0 5 105 10 5 105 1 0 5 10 5 1 0 5 11 0 110 BUFFER IMPACTS IMPACTS SHEET 9A SEE ENLARGED AREA SITE 3 PLAN VIEW ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 9 . d g n IC A EN G IN EE RIN G , IN C . 4 /2 /2 0 1 4 M A T C H LI N E S E E S H E E T 8 - L- S T A . 7 1 + 0 0 . 0 0 (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 LEGEND 7 5 8 0 PT Sta. 80+51.97 POT Sta. 81+76.68 PC Sta. 73+83.59 PRC Sta. 76+97.14 END TIP PROJECT B-5124 -L- POT STA. 80+60.00 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 1 0 ’ S OI L WOODS WOODS WOODS WOODS WOOD S WELL FRANCES B.WOODARD JUDGE FARM LIMITED PARTNERSHIP FULL CIRCLE SOLUTIONS, INC. DB 2026 PG 708 PB 31 PG 203 FES IN V=88.98’ BEAVER DAM MHUTILU N K N 6 0 . 0 0 ’ 6 0 . 0 0 ’ LIMITED PARTNERSHIP JUDGE FARM PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE F F F F F F F F F F F F F F F F F F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S 5 0 ’ T B T B T B TB ( Not to Scale) TOE PROTECTION d FROM STA. 79+00 LT. TO STA. 80+60 LT. Nat ural Gr ou n d Fill Slope3:1 OR FLATTER d= 1 Ft. Type of Liner= PSRM DETAIL B PSRM L AN E S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET (LOOKING DOWNSTREAM) (NOT TO SCALE) 2 :12:1 NG NG 1.5’ THICK w/GEOTEXTILE CLASS ’I’ RIP RAP 26’ EXCAVATION SEE DETAIL B TOE PROTECTION w/ PSRM CULVERT 161 INLET CHANNEL EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND 8 5 85 85 90 90 90 9 0 90 90 90 90 95 BUFFER IMPACTS IMPACTS ENGLISH SHEET __ OF __ BUFFER DRAWING N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NASH COUNTY PROJECT: 42270.1.1 (B-5124) SWIFT CREEK ON US-301 141, AND 151 OVER REPLACE BRIDGES NO. 85, SHEET OF R: \ H y d r a u li c s \ P E RM ITS _ En v ir o n m e n t a l\ D r a w in g s \ B 5 1 2 4 _ h y d _ p r m _ b u ff e r _ p s h 9 A . d g n IC A E N G IN EE RIN G , IN C . 4 /3 /2 0 1 4 SITE 3 PLAN VIEW ENLARGED 9A LEGEND (30’) RIPARIAN BUFFER ZONE 1 (20’) RIPARIAN BUFFER ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 0 5025 50 SCALE: 1"= 50’ HORIZ. 7 5 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER WOODS WELL BEAVER DAM MHUTILU N K N 6 0 . 0 0 ’ F F F F F F F F HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9B-5124NAD 83 2) SEE SHEETS C-XX THROUGH C-XX FOR CULVERT PLANS 1) SEE SHEET 12 FOR -L- PROFILE NOTES: M A T C H LIN E S E E S H E E T 8 - L- S T A . 7 3 + 0 0 . 0 0 RE VIS IO N S 5 0 ’ T B T B T B TB L AN E S W AMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND RO A D CR O S S I N G B R I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2) ZO N E 1 (f t 2) ZO N E 2 (f t 2) TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2) 1 21 " P C C S B R I D G E , 1 @ 3 5 ' , 1 @ 5 5 ' , 1@ 4 5 ' -L - 3 5 + 6 3 T O 3 8 + 0 3 X 25 9 6 7 2 6 0 3 X 20 8 5 2 7 8 4 4 8 6 9 2 1@ 4 0 ' ( 2 1 " P C C S ) , 1 @ 7 0 ' ( 2 4 " P C C S ) , 1@ 3 5 ' ( 2 1 " P C C S ) -L - 5 3 + 8 9 T O 5 5 + 9 9 X 52 2 4 1 6 7 8 6 9 0 2 X 47 4 1 2 6 0 1 7 3 4 3 E X T E N D E X . 3 @ 8 ' x 6 ' R C B C - L - 7 2 + 7 2 T O 7 5 + 0 9 X 46 2 3 3 2 2 0 7 8 4 3 TO T A L : 15 0 0 1 8 9 4 9 2 3 9 5 0 0 . 0 0 . 0 0 . 0 IM P A C T BU F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . S T R U C T U R E S I Z E / T Y P E S T A T I O N ( F R O M / T O ) AL L O W A B L E MI T I G A B L E BUFFER REPLACEMENT S H E E T O F NASH COUNTY RE P L A C E B R I D G E S N O . 8 5 , 1 4 1 , A N D 1 5 1 OVER SWIFT CREEK ON US-301 3/13/2014N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS B-5124 Rev. May 2006 ZO N E 1 (f t 2) ZO N E 2 (f t 2) 1 - L - 3 5 + 6 3 T O 3 8 + 0 3 29 8 4 2 0 0 8 2 - L - 5 3 + 8 9 T O 5 5 + 9 9 10 3 3 4 6 3 3 - L - 7 2 + 7 2 T O 7 5 + 0 9 43 6 7 2 7 4 4 TO T A L : 83 8 4 5 2 1 5 WE T L A N D S I N B U F F E R I M P A C T S S U M M A R Y S H E E T O F NASH COUNTY RE P L A C E B R I D G E S N O . 8 5 , 1 4 1 , A N D 1 5 1 OV E R S W I F T C R E E K O N U S - 3 0 1 3/13/2014 N. C . D E P T . O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S B-5124 WE T L A N D S I N BU F F E R S SI T E N O . ST A T I O N (F R O M / T O ) Rev. Jan 2009 VICINITY MAPNOT TO SCALE N A S H C O U N T Y 2550100502550100505102010DTV======11,2001060760%%MPH ADTADT2035% * 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 FUNC CLASS =MINOR ARTERIAL 000PROFILE (HORIZONTAL) 4 2 2 7 0 . 1 . 1 P . E . B R S T P - 0 3 0 1 ( 2 5 ) 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 . SH 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 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 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 R O A D W A Y D E S I G N E N G I N E E R L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 5 1 2 4 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 000 See Sheet 1-A For Index of Sheets05-MAR-2014 13:56R:\Roadw ay\Proj\B5124_Rdy_tsh.dgn$$$$USERNAM E$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT:TIP PROJECT:B-5124 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA OFFSITE DETOURBEGIN TIP PROJECT B-5124 U.S. 301 U.S. 301 E N D T I P P R O J E C T B - 5 1 2 4 U . S . 3 0 1 STATEWIDE TIER A N D C U L V E R T S . 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 S , G A R Y L O V E R I N G , P E S W I F T C R E E K O N U S - 3 0 1 R E P L A C E B R I D G E S N O . 8 5 , 1 4 1 , A N D 1 5 1 O V E R 8,8002015*(TTST =3%DUALS 4%)4 5 6 7 8 9 SWAMPCREEKSWIFT - L - S T A . 8 0 + 6 0 . 0 0 -L- STA. 11+20.00 C O U N T Y4 1546152215472322 SchoolNorth WhitakresSchoolHubbard MannCemeteryGreene Cemetery WilliamsCemeteryBraswellCemetery PowellCemetery Davis W . N a s h S t. Church ShilohChurchZion CrossBlackCreekSwampBeaverdamLane4484484483013013014844CemeteryHarper3333959595ChurchNew Hope Battle b o r o W h i t a k e r s HickoryCITYLIMITJohnstonRd.E.MainSt.S Hathaway StMainW.St.CITY LIMIT Watson FarmRd.SeedPROJECT BEGIN PROJECT END Ra ilroa dCSX CI T Y L I M I T SwiftCreek C H R I S T O P H E R H . L E E T O T A L L E N G T H O F T I P P R O J E C T B - 5 1 2 4 = 1 . 3 1 4 M I L E S K 4 2 2 7 0 . 2 . 1 B R S T P - 0 3 0 1 ( 2 5 ) R / W & U T L . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUND A R I E S . -L- STA. 17+39.19+/-END CULVERT TO BATTLEBORO -L- STA. 16+96.53+/-BEGIN CULVERTSWAMPCREEKSWIFT-L- SW A M P C R EEK SW I FT - L - C R EEK SW I FT - L - S T A . 7 4 + 3 7 . 9 7 + / - E N D C U L V E R T B E G I N C U L V E R T - L - S T A . 7 4 + 1 1 . 6 9 + / - -L- TO W HITAKERS BRIDGE #85 B R I D G E # 1 4 1 B R I D G E # 1 5 1 CULVERT #70 CREEKLANE C U L V E R T # 1 6 1 A P R I L 2 1 , 2 0 1 5 CLEARING ON THIS PROJECT SHALL BE PERFORMED 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 . -L- STA. 21+85.31 BEGIN BRIDGE-L- STA. 23+12.69 END BRIDGE - L - S T A . 3 6 + 1 9 . 7 5 B E G I N B R I D G E - L - S T A . 3 7 + 5 7 . 2 5 E N D B R I D G E - L - S T A . 5 4 + 1 1 . 7 5 B E G I N B R I D G E - L - S T A . 5 5 + 5 9 . 2 5 E N D B R I D G E L E N G T H S T R U C T U R E T I P P R O J E C T B - 5 1 2 4 = 0 . 0 9 1 M I L E S L E N G T H R O A D W A Y T I P P R O J E C T B - 5 1 2 4 = 1 . 2 2 3 M I L E S F E B R U A R Y 2 8 , 2 0 1 4 N A D 8 3 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 B - 5 1 2 4 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 CAE T 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 TYPIC A L S E C T I O N N O . 1 TYPIC A L S E C T I O N N O . 1 TYPICAL SECT I O N N O . 2 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 05-M AR-2014 13:56R:\Roadway\Proj\b5124_rdy_typ_LR.dgn$$$$USERNAM E$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 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 B - 5 1 2 4 TYPICAL SEC T I O N N O . 3 CL G R A D E P O I N T 12’ 1 2 ’ 0.080.02 0 . 0 2 0 .0 8 13’ W/GR4’ 1 3 ’ W / G R 8 ’ GRADE TO T H I S L I N E / / / / / / / / / / / / M I N . M I N . 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 U CL CL E1D1 C1 C 1 D 1 E 1 3:1SEE X-SECTIONS0.02 S E E S T R U C T U R E P L A N S S L A B B R I D G E P R O P O S E D C O R E D 45’-0’’ (OUT TO O U T ) 41’-10’’ (CLEAR RO A D W A Y ) 8’-11" 0 . 0 2 8 ’ - 1 1 " 12’ 1 2 ’ 1’-7" 1 ’ - 7 " C 2 C 2 C 1 C 1 D 2 D 2 D 1 E 2 D 1 E 2 4 " 2 . 5 " 2 . 5 " 4 " 9 . 5 " 8’ 8 ’ 12’ 1 2 ’ 0.080.02 0 . 0 2 13’ W/GR4’ 1 3 ’ W / G R GRADE TO THIS LINE U E1D1 9 . 5 " V C1 8’ CL CL 1 0 ’ GRADEPOINTW C 1 3: 1 4 :1 GROUND EXISTING 3:1SEE X-SECTIONS G R O U N D E X I S T I N G GROUND EXISTING 8 ’ 4 :1 3: 1 G R O U N D E X I S T I N G E X I S T . C O N C . E X I S T . C O N C . 1 0 ’ -L- STA. 11+20 . 0 0 T O S T A . 2 1 + 5 0 . 0 0 -L- STA. 37+85 . 0 0 T O S T A . 5 3 + 7 5 . 0 0 -L- STA. 23+45 . 0 0 T O S T A . 3 5 + 8 0 . 0 0 1 0 ’ ASPHALT WIDENING REMOVE OUTER 3’-4’ A S P H A L T W I D E N I N G R E M O V E O U T E R 3 ’ - 4 ’ FDPS9.5" C R O W N E X I S T P O I N T U S 3 0 1 - L - U S 3 0 1 - E X - U S 3 0 1 - L - U S 3 0 1 - L - FDPS F D P S PO I N T GR A D E U S 3 0 1 - L - 0 .0 8 * 8 ’ T O - L - S T A . 1 3 + 9 9 . 8 0 N O T E : * 4 ’ F D P S - L - S T A . 1 1 + 7 0 . 0 0 2 0 ’ - 2 2 ’ A D D I T I O N A L M I L L I N G . N O T E : S E E C R O S S S E C T I O N S F O R T H E G U A R D R A I L . N O T E : P A V E D T O T H E F A C E O F -L- STA. 21+50.00 TO STA. 21 + 8 5 . 3 1 ( B E G I N B R I D G E ) -L- STA. 23+12.69 (END BRID G E ) T O S T A . 2 3 + 4 5 . 0 0 -L- STA. 35+80.00 TO STA. 3 6 + 1 9 . 7 5 ( B E G I N B R I D G E ) -L- STA. 37+57.25 (END BRID G E ) T O S T A . 3 7 + 8 5 . 0 0 -L- STA. 53+75.00 TO STA. 54 + 1 1 . 7 5 ( B E G I N B R I D G E ) -L- STA. 55+59.25 (END BRID G E ) T O S T A . 5 8 + 0 0 . 0 0 -L- STA. 21+85.31 (BEGIN BRIDGE) TO S T A . 2 3 + 1 2 . 6 9 ( E N D B R I D G E ) -L- STA. 36+19.75 (BEGIN BRIDGE) TO S T A . 3 7 + 5 7 . 2 5 ( E N D B R I D G E ) STRUCTURE PAY ITEM SURFACE CONCRETE WEARING C 1 C 2 D 1 D 2 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 . 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 , E 1 E 2 I N D E P T H . 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 1 . 5 " I N D E P T H O R G R E A T E R T H A N 2 . 0 " 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 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 , P A V E M E N T S C H E D U L E ( F I N A L P A V E M E N T D E S I G N 1 1 / 2 4 / 1 2 ) E A R T H M A T E R I A L . T E X I S T I N G P A V E M E N T . U 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 . W V A R I A B L E D E P T H A S P H A L T P A V E M E N T . V M I L L I N G B I T U M I N O U S P A V E M E N T . V A R I A B L E D E P T H . S H O U L D E R B E R M G U T T E R . R 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 . 5 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , T Y P E I 1 9 . 0 B , I N D E P T H . 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 . 5 " I N D E P T H O R G R E A T E R T H A N 4 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P 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 , 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 4 5 6 L B S . P E R S Q . Y D . P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , I N D E P T H . 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 T H A N 5 . 5 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P 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 , 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 05-M AR-2014 13:56R:\Roadway\Proj\b5124_rdy_typ_LR.dgn$$$$USERNAM E$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 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 - A B - 5 1 2 4 T Y P I C A L S E C T I O N N O . 5 CL G R A D E P O I N T 1 2 ’ 1 2 ’ 0 . 0 8 0 . 0 2 0 . 0 2 0 .0 8 1 3 ’ W / G R G R O U N D E X I S T I N G 4 ’ 1 3 ’ W / G R G R A D E T O T H I S L I N E U E 1 D 1 C 1 C 1 W 9 . 5 " 8 ’ CL 9 . 5 " 1 0 ’ S E E X- S E C TI O N S 3: 1 8 ’ 3: 1 4 :1 GROUND EXISTING W - L - S T A . 5 8 + 0 0 . 0 0 T O S T A . 8 0 + 6 0 . 0 0 1 0 ’ V A R . 4 ’ - 8 ’ E X I S T . C O N C . E X I S T . C O N C . A S P H A L T W I D E N I N G R E M O V E O U T E R 3 ’ - 4 ’ A S P H A L T W I D E N I N G R E M O V E O U T E R 3 ’ - 4 ’ G R A D E T O T H I S L I N E D E T A I L S H O W I N G S H O U L D E R B E R M G U T T E R ( S B G ) O N T O P O F S U B G R A D E U S 3 0 1 - L - U S 3 0 1 - E X - 9 . 5 " C 1 E 1 D 1 F D P S C R O W N E X I S T P O I N T F D P S R - L - S T A . 2 3 + 2 8 . 5 5 T O - L - S T A . 2 3 + 5 5 . 5 0 ( L T & R T ) - L - S T A . 3 7 + 7 0 . 5 8 T O - L - S T A . 3 8 + 0 0 . 0 0 ( L T & R T ) - L - S T A . 5 3 + 4 9 . 0 0 T O - L - S T A . 5 3 + 9 1 . 7 2 ( R T ) 2 0 ’ - 2 2 ’ + / - T Y P I C A L S E C T I O N N O . 4 CL - L - 0 . 0 2 S E E S TRU C TU RE P LA N S S LA B B RID G E P RO P O S E D C O R E D P O I N T G R A D E 4 5 ’ - 0 ’ ’ ( O U T T O O U T ) 4 1 ’ - 1 0 ’ ’ ( C L E A R R O A D W A Y ) 8 ’ - 1 1 " 0 . 0 2 8 ’ - 1 1 " 1 2 ’ 1 2 ’ 1 ’ - 7 " 1 ’ - 7 " - L - S T A . 5 4 + 1 1 . 7 5 ( B E G I N B R I D G E ) T O S T A . 5 5 + 5 9 . 2 5 ( E N D B R I D G E ) STRUC T U R E P A Y I T E M S U R F A C E CONCR E T E W E A R I N G P A V E M E N T S C H E D U L E D 1 2 . 5 " I 1 9 . 0 B C 1 3 " S 9 . 5 B C 2 V A R S 9 . 5 B D 2 V A R I 1 9 . 0 B E 1 4 " B 2 5 . 0 B E 2 V A R B 2 5 . 0 B T E A R T H M A T E R I A L U E X I S T . P A V E M E N T W W E D G I N G V V A R M I L L I N G R S B G E X I S T I N G ( 4 ) 1 0 ’ x 7 ’ R C B C R E T A I N A N D E X T E N D 1 8 ’ U P S T R E A M 4 B - 5 1 2 4 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 . 05-M AR-2014 13:56R:\Roadway\Proj\B-5124_LR_PSH4.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 B E G I N C U L V E R T - L - S T A . 1 6 + 9 6 . 5 3 + / - - L - S T A . 1 7 + 3 9 . 1 9 + / - E N D C U L V E R T 2 ) S E E S H E E T S C - X X T H R O U G H C - X X F O R C U L V E R T P L A N S 1 ) S E E S H E E T 1 0 F O R - L - P R O F I L E N O T E S : M ATCH LINE SEE SHEET 5 -L- STA. 21+00.00 10 15 20 DL = 3 1 6 . 2 4 ’ T = 1 5 8 . 1 3 ’ R = 1 0 , 0 0 0 . 0 0 ’ P I S t a 1 2 + 9 1 . 4 9 DL = 3 1 6 . 2 4 ’ T = 1 5 8 . 1 3 ’ R = 1 0 , 0 0 0 . 0 0 ’ - L - G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 50’ PS TAPER 4’ PS24’4’ PS 24’10’ PS 02 INC.27’0203EXIST. P R C S t a . 1 4 + 4 9 . 5 9 POT Sta. 10+00.00PC Sta. 11+3 3 . 3 5 BEGIN TIP PROJECT B-5124 P T S t a . 1 7 + 6 5 . 8 4 02 02 - L - -L- POT STA. 11+20.00 10’ PS 2 5 : 1 P S TA P E R 2 5 :1 P S TA P ER 24’10’ PS10’ PS B L - 1 J O H N W H I T E F I S H E R J O H N W H I T E F I S H E R D B 1 0 1 5 P G 9 6 D B 1 0 1 5 P G 9 6 M B 1 1 P G 4 1 2 M B 1 1 P G 4 1 2 W O O D S W O O D S W O O D S W O O D S U S 3 0 1 2 4 ’ B S T EXIST. R/W W O O D S W O O D S WOODST18" CMP15" CMP T B M - 1 T EXIST. R/W 100.00’E B GRAIN COMPANY INCDB 1395 PG 71 10 T1112T 1 2 " D I 1 6 " D I 100.00’ SW IF T C R E E K SW AM P 1 +24.44 51.83’ 100.00’ E X I S T . R / W E X I S T . R / W - L - + 5 0 . 0 0 5 0 . 0 0 ’ L T . 50’ - L - + 6 5 . 0 0 6 0 . 0 0 ’ L T . - L - + 9 0 . 0 0 6 0 . 0 0 ’ L T . 5 0 . 0 0 ’ L T . 5 0 . 0 0 ’ L T . EX I S T . R / W TB T B T B T B S E E D E T A I L E S T . 1 1 5 S Y G E O T E X T I L E E S T . 8 0 T O N S C L . ’ I ’ R I P R A P C H A N N E L I M P R O V E M E N T 2 0 L F O F I N L E T ( L O O K I N G D O W N S T R E A M ) ( N O T T O S C A L E ) 2: 1 w / G E O T E X T I L E ( T Y P . ) C L A S S ’ I ’ R I P R A P N G 4 2 . 5 ’ E X C A V A T I O N 1 . 5 ’ T H I C K ( T Y P . ) E S T . D D E 2 4 0 C Y CU L V E R T 7 0 I N L E T C H A N N E L CF F F F F F F F F F F F F F F C C F F C N A D 8 3 +55.5 END SBG+55.5 END SBG 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 . 05-M AR-2014 13:56R:\Roadway\Proj\B-5124_LR_PSH5.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 B - 5 1 2 4 E N D A P P R O A C H S L A B BE G I N A P P R O A C H S L A B E N D B R I D G E SK E T C H O F P A V E M E N T / B R I D G E R E L A T I O N S H I P N O T E : S K E T C H N O T T O S C A L E 24’ 12’12’ 0202 0202 8’-11"8’-11" 2 ) S E E S H E E T S S - X X T H R O U G H S - X X F O R S T R U C T U R E P L A N S 1 ) S E E S H E E T 1 0 F O R - L - P R O F I L E N O T E S : BEG I N B R I D G E T Y P E B - 7 7 T Y P E B - 7 7 M ATCH LIN E SEE SHEET 6 -L- STA. 34+00.00 M ATCH LIN E SEE SHEET 4 -L- STA. 21+00.00 41’ 10" CLR RDW Y - L - S T A . 2 1 + 6 1 . 3 1 -L- STA. 2 1 + 8 5 . 3 1 - L - S T A . 2 3 + 1 2 . 6 9 - L - S T A . 2 3 + 3 6 . 6 9 25 30 GRAU 350 TL-3 G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 24’ 4’ PS24’10’ PS 02 02 0202 10’ PS10’ PS - L - 2 5 : 1 P S TA P ER TA P E R 2 5 :1 P S 2 5 :1 PS TA P ER TAPER 25:1 PS BL-2 B L - 3 B L - 4 TBM-2 J O H N W H I T E F I S H E R J O H N W H I T E F I S H E R D B 1 0 1 5 P G 9 6 D B 1 0 1 5 P G 9 6 M B 1 1 P G 4 1 2 M B 1 1 P G 4 1 2 W O O D S W O O D S WOODS W O O D S W O O D S W O O D S WOODS U S 3 0 1 2 4 ’ B S T U S 3 0 1 2 4 ’ B S T E X I S T . R / W E X I S T . R / W 100.00’ CONC WINGWALLS (4) SPANS W/CONCRETE DECK BRIDGE #85BEAVER DAMSWIFT CREEK SWAMP 16" DI 1 6 " D I 12" DI 1 2 " D I 1 2 " D I L E V E L C A P P R O X . L O C A T I O N EXIST. R/WEXIST. R/W 100.00’ 1 50.00’ LT.60.00’ LT.-L- +35.0050.00’ LT.60.00’ LT.-L- +65.0050’ 50’ 0501 050205030504TBTBTBTB15"15"2GI2GI EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAPEST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP STRUCTURE PAY ITEM CLASS II RIP RAPSTRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXCAVATION FFFC F C F C F C F C FC F FCC F FF F N A D 8 3 + 0 0 E N D S B G + 0 0 E N D S B G 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 . 05-M AR-2014 13:56R:\Roadway\Proj\B-5124_LR_PSH6.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 B - 5 1 2 4 SKETCH OF PAVEMENT/BRIDGE R E L A T I O N S H I P NOTE: SKETCH NOT TO SC A L E TYPE B-77 T Y P E B - 7 7 TYPE B-77BEGIN APPROACH SLABE N D A P P R O A C H S L A B BEGIN BRIDGE E N D B R I D G E 12’12’24’ T Y P E B - 7 7 0202 8’-11"8’-11" 2 ) S E E S H E E T S S - X X T H R O U G H S - X X F O R S T R U C T U R E P L A N S 1 ) S E E S H E E T 1 1 F O R - L - P R O F I L E N O T E S : 24’ M ATCH LIN E SEE SHEET 7 -L- STA. 47+00.00 M ATCH LIN E SEE SHEET 5 -L- STA. 34+00.00 41’ 10"CLR RDW YTAPER25:1 PS -L- STA. 36+19.75-L- STA. 35+95.75 - L - S T A . 3 7 + 5 7 . 2 5 - L - S T A . 3 7 + 8 1 . 2 5 35 40 45 GRAU 350 TL-3 G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 24’10’ PS 10’ PS 4’ PS 0202 0202-L- 2 5 :1 P S TA P ER T A P E R 2 5 : 1 P S BL-5 B L - 6 TBM-3JOHN WHITE FISHER J O H N W H I T E F I S H E R J O H N W H I T E F I S H E R DB 1015 PG 96 JOHN WHITE FISHER D B 1 0 1 5 P G 9 6 D B 1 0 1 5 P G 9 6 DB 1015 PG 96MB 11 PG 412 M B 1 1 P G 4 1 2 M B 1 1 P G 4 1 2 MB 11 PG 412 W O O D S WOODSWOODSWOODS WOODS WOODS W O O D S W O O D S U S 3 0 1 2 4 ’ B S T EXIST. R/WEXIST. R/W 100.00’CONC WINGWALLS (6) SPANS W/CONCRETE DECK BRIDGE #141 SWIFT CREEK SWAMPSWIFT CREEK SWAMP 16" DI 1 6 " D I 12" DI 1 2 " D I 1 2 " D I LEVEL C APPROX. LOCATION E X I S T . R / W E X I S T . R / W 100.00’ 1 1 50’15" RCP-IV TBTB 060 1 0 6 0 2 0 6 0 3 15"TB TBTBTBTB 2 G I 2 G I E S T . 7 S Y G E O T E X T I L E E S T . 2 T O N S C L A S S B R I P R A P STRUCTURE PAY ITEM CLASS II RIP RAPSTRUCTURE PAY ITEM UNCLASSIFIED STRUCTURE EXC A V A T I O N FCFCF F C F F C F C F C F C F F FFF C N A D 8 3 SEE DETAIL A SPECIAL LATERAL ’V’ DITCH Slope Fill HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 1 - A P R - 2 0 1 4 1 3 : 4 9 R : \ R o a d w a y \ P r o j \ B - 5 1 2 4 _ L R _ P S H 7 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7B-5124 SKETCH O F PAVEM EN T/BRIDG E RELATIO N SHIP N O TE: SKETCH N O T TO SCALE TYPE B-77 TYPE B-77 TYPE B-77 BEG IN APPRO ACH SLAB EN D APPRO ACH SLAB BEG IN BRIDG E EN D BRIDG E 1 2 ’ 1 2 ’ 2 4 ’ TYPE B-77 8 ’ - 1 1 " 8 ’ - 1 1 " 0 2 0 1 2) SEE SHEETS S-XX THRO UG H S-XX FO R STRUCTURE PLAN S 1) SEE SHEET 11 FO R -L- PRO FILE N O TES: 2 4 ’ 2 4 ’ M A TC H LIN E S EE S H EET - L- S TA . 6 0 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 6 - L - S T A . 4 7 + 0 0 . 0 0 0 2 4 1 ’ - 1 0 " C L R R D W Y 0 2 0 2 0 3 R E V I S I O N S -L- STA. 53+87.75 -L- STA. 54+11.75 -L- STA. 55+59.25 -L- STA. 55+83.25 R / W R E V I S I O N ( A P R I L 1 , 2 0 1 4 ) : C O N S T R U C T I O N E A S E M E N T A D D E D T O P A R C E L 2 F R O M - L - S T A 5 8 + 5 0 T O 6 3 + 6 5 L T . h c n 5 0 5 5 6 0 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 0 -L- PI Sta 63+08.80 D L = 1,169.59’ T = 613.51’ R = 1,568.00’ 6 0 G RAU 350 TL-3 G RAU 350 TL-3 G RAU 350 TL-3 1 0 ’ P S 4 ’ P S 2 4 ’ 8 ’ P S 27’ INC. + 6 7 . 0 0 8 ’ P S PC Sta. 56+95.29 + 7 2 . 0 0 0 2 0 2 -L- 27’ IN C. 0 2 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 8 GRAU 350 TL-3 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER 25:1 PS TAPER S WIF T C R E E K S WIF T C R E E K S IG N BL-7 BL-8 TBM -4 JOHN W HITE FISHER JOHN W HITE FISHER (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND FULL CIRCLE SOLUTIONS, INC. DB 2026 PG 708 PB 31 PG 203 DB 518 PG 428 DB 1015 PG 96 DB 1015 PG 96 M B 11 PG 412 M B 11 PG 412 TREES TREES W OODS W OODS W OODS W OODS W OODS W OODS W O O D S W O O D S US 301 24’ BST 114 .6 6 ’ 430.84’ EXIST. R/W EXIST. R/W 10 0 . 0 0 ’ 8’ SOIL PATH 8’ SOIL PATH 8’ S OIL P AT H 8’ SOIL PATH 1 0 ’ G R 7 ’ G R 1 2 3 4 5 6 7 8 9 TREESCONC W INGW ALLS (7) SPANS W / CONCRETE DECK BRIDGE #151 W E L L 6 0 . 0 0 ’ 16" DI 16" DI 16" DI 12" DI 12" DI 12" DI LEVEL C APPROX. LOCATION LEVEL C APPROX. LOCATION LEVEL C APPROX. LOCATION US 301 24’ BST 48.25’ +19.28 2 1.8 2 ’ + 0 0 .3 7 1 2 5 10 0 . 0 0 ’ 15" RCP 15" RCP 1 5 " 0701 0702 0703 T B T B T B T B RETAIN REMO VE 15" RCP-IV 15" EST. 7 SY GEO TEXTILE EST. 2 TO N S CLASS B RIP RAP ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D FRO M -L- STA. 58+00 TO STA. 60+80 LT. M in. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or CLEAN O UT 2G I 2GI 0704 0705 +49 BEGIN SBG STRUCTURE PAY ITEM UN CLASSIFIED STRUCTURE EXCAVATIO N STRUCTURE PAY ITEM CLASS II RIP RAP 3: 1 -L- +95.29 50.00’ LT 65.00’ LT -L- +50.00 5 0 ’ 60.00’ RT. 40.00’ RT. -L- +30.00 60.00’ RT. -L- +78.82 50.00’ LT 65.00’ LT F C F C F C F C F F F F C F C F F C F F F C C N AD 83 SEE DETAIL A SPECIAL LATERAL ’V’ DITCH Slope Fill REM O VE R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 0 1 - A P R - 2 0 1 4 1 3 : 5 1 R : \ R o a d w a y \ P r o j \ B - 5 1 2 4 _ L R _ P S H 8 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8B-5124 1) SEE SHEET 12 FO R -L- PRO FILE N O TES: 2 4’ M A TC H LIN E S EE S H EET 9 - L- S TA . 7 3 + 0 0 .0 0 M A T C H LI N E S E E S H E E T 7 - L- S T A. 6 0 + 0 0. 0 0 R / W R E V I S I O N ( A P R I L 1 , 2 0 1 4 ) : C O N S T R U C T I O N E A S E M E N T A D D E D T O P A R C E L 2 F R O M - L - S T A . 5 8 + 5 0 T O 6 3 + 6 5 L T . h c n 6 0 6 5 7 0 0 2 0 2 0 2 0 1 0 10 0 0 2 PI Sta 75+40.38 L = 313.55’ T = 156.79’ R = 10,000.00’ -L- D PI Sta 63+08.80 L = 1,169.59’ T = 613.51’ R = 1,568.00’ D -L- GRAU 350 TL-3 GRAU 350 TL-3 27’ INC. 4’ P S 8’ P S + 9 3 .0 0 PT Sta. 68+64.88 0 2 8 ’ P S 2 4 ’ 4 ’ P S 0 2 0 2 -L- 0 8 0 8 0 7 0 6 0 5 0 4 0 3 0 2 25:1 PS TAPER 25 :1 PS TAPER 2 6 ’ S OIL 18" RCP 18 " R C P 36" RCP R IP - R A P 10’ S OIL WOODS WOODS WE L L WE L L WELL WELL WELL WELL T T WELL WELL T T (HEIRS) LENA C . BRADLEY R .R . BRADLEY AND (HEIRS) LENA C. BRADLEY R.R. BRADLEY AND DB 518 PG 428 DB 518 PG 428 FULL CIRCLE SOLUTIONS, INC. FULL CIRCLE SOLUTIONS, INC. PB 31 PG 203 DB 2026 PG 708 DB 2026 PG 708 1 5 " R C P 1 5 " R C P 13 18’ SO IL (PR IV A TE) B R A D LEY -CU TC H IN LA N E S BL-9 NO RECO RDDOMINION POW ER EASEM ENT T T V AL V E BL O W- OFF SS M H W/ LEV EL C A PPRO X . LO CA TIO N 22 -L- +64.88 50.00’ LT 5 0 ’ 5 0 ’ -L- +65.00 50.00’ LT 65.00’ LT R E T A I N TB JB w/M H 18" ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D FRO M -L- STA. 61+00 TO STA. 63+55 LT. M in. D= 1 Ft. DETAIL A Ground Natural Flatter3:1 or 0801 0802 3: 1 F F F F F F F F F F F F F F F F F F C C C F NAD 83 P S R M S E E D E T A I L B T O E P R O T E C T I O N w / P S R M EXISTING (3) 8’ x 6’ RCBC RETAIN AND EXTEND IN KIND 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 . 05-M AR-2014 13:56R:\Roadway\Proj\B-5124_LR_PSH9.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 B - 5 1 2 4 2 ) S E E S H E E T S C - X X T H R O U G H C - X X F O R C U L V E R T P L A N S 1 ) S E E S H E E T 1 2 F O R - L - P R O F I L E N O T E S : BEGIN CULVERT-L- STA. 74+11.69+/--L- STA. 74+37.97+/-END CULVERTMATCH LIN E SEE SHEET 8 -L- STA. 73+00.00 75 80 P T S t a . 8 0 + 5 1 . 9 7 P O T S t a . 8 1 + 7 6 . 6 8 PI Sta 75+40.38L = 313.55’T = 156.79’R = 10,000.00’D -L- P I S t a 7 8 + 7 4 . 5 7 L = 3 5 4 . 8 3 ’ T = 1 7 7 . 4 3 ’ R = 1 0 , 0 0 0 . 0 0 ’ D - L - GRAU 350 TL-3 GRAU 350 TL-3GRAU 350 TL-3 GRAU 350 TL-310’ PS 24’10’ PS I N C . 2 7 ’ 5 0 ’ P S T A P E R 4’ PS 24’4’ PS 02 EXIST. 03 02 PC Sta. 73+83.59 P R C S t a . 7 6 + 9 7 . 1 4 0202 E N D T I P P R O J E C T B - 5 1 2 4 - L - - L - P O T S T A . 8 0 + 6 0 . 0 0 25:1 PS TAPER 25:1 PS TAPER 4’ PS 24’4’ PS D E B R I S D E B R I S 10’ SOIL W O O D S W O O D S W O O D S WO O D S TBM-5 FRANCES B.WOODARDNOT AVAILABLEDEED REFERENCE J U D G E F A R M L IM IT E D P A R T N E R S H IP D B 12 7 5 P G 5 5 7 DB 1275 PG 557PB 31 PG 203 #C-161BOX CULVERTTHREE BARREL HW2CE2CE1HW1 T B M - 6 BEAVER DAMMHUTILUNKNBL-10 B L - 1 1 N 5245’00" W 88.57’S 1230’24" E 113.38’S 1230’24" E 217.37’ 60.00’ 60.00’LIMITED PARTNERSHIPJUDGE FARM DB 1275 PG 557PB 31 PG 203 PARTNERSHIP LIMITED FARM JUDGE20.52’+68.7324.94’+17.8746.64’+17.87 34 4 TB TB TB TB ( N o t t o S c a l e ) T O E P R O T E C T I O N d F R O M S T A . 7 9 + 0 0 L T . T O S T A . 8 0 + 6 0 L T . N atural G round Fill Slope 3:1 O R F L A T TE R d = 1 F t . T y p e o f L i n e r = P S R M D E T A I L B LANE SWAMP SEE DETAIL EST. 15 SY GEOTEXTILE EST. 20 TONS CL. ’1’ RIP RAP CHANNEL IMPROVEMENT 35 LF OF INLET (LOOKING DOWNSTREAM)(NOT TO SCALE)2:12:1 NGNG1.5’ THICKw/GEOTEXTILE CLASS ’I’ RIP RAP26’EXCAVATIONCULVERT 161 INLET CHANNEL-L- +83.59 - L - + 9 7 . 1 4 - L - + 0 0 . 0 0 50.00’ LT 5 0 . 0 0 ’ L T -L- +50.0070.00’ LT.-L- +75.0070.00’ LT.50.00’ LT.50.00’ LT. EX I S T . R / W 5 0 . 0 0 ’ L T FFFFF F F F F F F FFF NAD 83 10+0011+0012 + 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 2 0 + 0 0 2 1 + 0 0 40 50 60 70 80 90 100 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 21+0022+0023+0024+0025 + 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 3 4 + 0 0 40 50 60 70 80 90 100 110 120 130 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 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 5/28/99 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 . 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 05-MAR-2014 13:56R:\Roadway\Proj\B-5124_LR_profile1.dgn$$$$USERNAM E$$$$ 1 0 B - 5 1 2 4 - L - - L - 3 ) S E E S H E E T S S - ? T H R O U G H S - ? F O R S T R U C T U R E P L A N S 2 ) S E E S H E E T S C - ? T H R O U G H C - ? F O R C U L V E R T 1 ) S E E S H E E T S 4 T H R O U G H 5 F O R - L - P L A N N O T E S : DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGE C F S Y R S Y R S BASE FREQUENCYOVERTOPPING ELEVA T I O N OVERTOPPING FREQ U E N C Y OVERTOPPING DISCH A R G E C F S C F S Y R S F T F T F T DESIGN HW ELEVAT I O N BASE HW ELEVATIO N BRIDGE HY D R A U L I C D A T A DATE OF SURVEYW.S. ELEVATIONAT DATE OF SURVE Y F T = = = = = = = = = = DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGE C F S Y R S Y R S BASE FREQUENCYOVERTOPPING ELEVA T I O N OVERTOPPING FREQ U E N C Y OVERTOPPING DISCH A R G E C F S C F S Y R S F T F T F T DESIGN HW ELEVAT I O N BASE HW ELEVATIO N BRIDGE HY D R A U L I C D A T A DATE OF SURVEYW.S. ELEVATIONAT DATE OF SURVE Y F T = = = = = = = = = = DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGE C F S Y R S Y R S BASE FREQUENCYOVERTOPPING ELEVA T I O N OVERTOPPING FREQ U E N C Y OVERTOPPING DISCH A R G E C F S C F S Y R S F T F T F T DESIGN HW ELEVAT I O N BASE HW ELEVATIO N BRIDGE HY D R A U L I C D A T A W.S. ELEVATIONAT DATE OF SURVE Y F T D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N C U L V E R T H Y D R A U L I C D A T A = 9 8 3 2 = 5 0 = 9 3 . 5 = 1 1 7 7 7 = 1 0 0 = 9 3 . 8 7 O V E R T O P P I N G D I S C H A R G E = 9 9 0 0 = 9 3 . 5 = 9 8 3 2 = 5 0 = 9 3 . 5 = 1 1 7 7 7 = 1 0 0 = 9 3 . 8 7 = 9 9 0 0 = 9 3 . 5 2 - 6 - 2 0 1 3 = 8 8 . 7 DATE OF SURVEY:ELE V A T I O N 8 9 . 9 2 ’ -LR - S T A . 1 2 + 7 2 . 7 6 3 0 . 0 3 ’ L E F T BM # 1 R R S P I K E I N B A S E O F 1 2 " S W E E T G U M ELEVATION 87.67’-LR- STA. 22+25.84 88.36’ RIGHT BM # 2 BRIDGE NAIL IN 12" CYPRESS = 5 0 + = 5 0 + 1.5:11.5:1 E X C A V A T I O N L I M I T S (STRUCTURE PAY ITEM)EXCAVATION UNCLASSIFIED STRUCTURE P I = 1 2 + 5 0 . 0 0 E L = 9 3 . 9 1 ’ (-)0 .5 0 7 7 % ( + ) 0 . 0 2 5 5 % V C = 2 0 0 ’ K = 3 7 5 P I = 1 4 + 8 5 . 0 0 E L = 9 3 . 9 7 ’ ( + ) 0 . 0 2 5 5 % ( + ) 0 . 0 4 9 1 % V C = 2 0 0 ’ K = 8 4 7 8 P I = 1 7 + 7 0 . 0 0 E L = 9 4 . 1 1 ’ ( + ) 0 . 0 4 9 1 % ( - ) 0 . 1 4 8 4 % V C = 2 0 0 ’ K = 1 0 1 3 P I = 2 0 + 8 0 . 0 0 E L = 9 3 . 6 5 ’ ( - ) 0 . 1 4 8 4 % V C = 2 0 0 ’ K = 2 2 4 1 - L - S T A . 1 7 + 3 9 . 1 9 + / - E N D C U L V E R T - L - S T A . 1 6 + 9 6 . 5 3 + / - B E G I N C U L V E R T ELEV. 94.57’-L- STA. 11+20.00 BEGIN GRADE(-)0.0592%PI = 24+35.00EL = 93.44’(-)0.0592%(+)0.0020%VC = 200’K = 3272 P I = 2 9 + 4 5 . 0 0 E L = 9 3 . 4 5 ’ ( + ) 0 . 0 0 2 0 % ( + ) 0 . 0 1 7 7 % V C = 2 0 0 ’ K = 1 2 7 0 8 -L- STA. 21+85.31 BEGIN BRIDGE-L- STA. 23+12.69 END BRIDGE 34+0035+0036+0037+0038 + 0 0 3 9 + 0 0 4 0 + 0 0 4 1 + 0 0 4 2 + 0 0 4 3 + 0 0 4 4 + 0 0 4 5 + 0 0 4 6 + 0 0 4 7 + 0 0 40 50 60 70 80 90 100 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 47+0048+0049+0050+0051 + 0 0 5 2 + 0 0 5 3 + 0 0 5 4 + 0 0 5 5 + 0 0 5 6 + 0 0 5 7 + 0 0 5 8 + 0 0 5 9 + 0 0 6 0 + 0 0 50 60 70 80 90 100 110 120 130 140 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 1 B - 5 1 2 4 - L - - L - 2 ) S E E S H E E T S S - ? T H R O U G H S - ? F O R S T R U C T U R E P L A N S 1 ) S E E S H E E T S 6 T H R O U G H 7 F O R - L - P L A N N O T E S : 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 5/28/99 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 . 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 05-MAR-2014 13:56R:\Roadway\Proj\B-5124_LR_profile1.dgn$$$$USERNAM E$$$$ D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 9 0 . 4 = 9 8 3 2 = 5 0 = 9 3 . 5 = 1 1 7 7 7 = 1 0 0 = 9 3 . 8 7 D E S I G N D I S C H A R G E = 9 8 3 2 = 5 0 = 9 3 . 5 = 1 1 7 7 7 = 1 0 0 = 9 3 . 8 7 = 9 9 0 0 = 9 3 . 5 = 9 9 0 0 D A T E O F S U R V E Y : 2 - 6 - 2 0 1 3 D A T E O F S U R V E Y : 2 - 6 - 2 0 1 3 = 8 8 . 8 ELEVATION 88.70’-LR- STA. 37+35.84 74.38’ RIGHT BM # 3 BRIDGE SPIKEIN BASE OF 10" WATER OAKELEVATION 90.25’-LR- STA. 54+39.84 22.55’ LEFT BM # 4 BRIDGE SPIKE IN BASE OF 8 " O A K 1.5:1 = 5 0 + = 5 0 + = 9 3 . 5 1.5:1 1 .5 :1 1.5:1 E X C A V A T I O N L I M I T S (STRUCTURE PAY ITEM)EXCAVATION UNCLASSIFIED STRUCTURE ( S T R U C T U R E P A Y I T E M ) E X C A V A T I O N U N C L A S S I F I E D S T R U C T U R E PI = 35+10.00EL = 93.55’(+)0.0177%(-)0.0233%VC = 200’K = 4874 PI = 3 8 + 1 0 . 0 0 EL = 9 3 . 4 8 ’ (-)0.023 3 % ( + ) 0 . 0 1 7 1 % VC = 2 0 0 ’ K = 4 9 4 1 P I = 4 3 + 3 5 . 0 0 E L = 9 3 . 5 7 ’ ( + ) 0 . 0 1 7 1 % ( - ) 0 . 0 1 4 0 % V C = 2 0 0 ’ K = 6 4 2 2 L E F T D I T C H -L- STA. 36+19.75 BEGIN BRIDGE-L- STA . 3 7 + 5 7 . 2 5 END BR I D G E PI = 48+35.00EL = 93.50’(-)0.0140%(+)0.1825%VC = 200’K = 1018 P I = 5 2 + 3 5 . 0 0 E L = 9 4 . 2 3 ’ ( + ) 0 . 1 8 2 5 % ( + ) 0 . 5 0 5 4 % V C = 2 0 0 ’ K = 6 1 9 P I = 5 7 + 0 0 . 0 0 E L = 9 6 . 5 8 ’ ( + ) 0 . 5 0 5 4 % ( + ) 2 . 3 6 13 % V C = 2 2 0 ’ K = 1 1 9 ( + ) 2 . 3 6 13 % El = 100.00 ( + ) 3 . 1 8 0 0 % ( + ) 0 .3 0 0 0 % ELEV. 98.41’ STA. 58+00 -LR- LEFT BEGIN DITCH STA. 58+50 - L - S T A . 5 4 + 1 1 . 7 5 B E G I N B R I D G E - L - S T A . 5 5 + 5 9 . 2 5 E N D B R I D G E 60+0061+0062+0063+0064 + 0 0 6 5 + 0 0 6 6 + 0 0 6 7 + 0 0 6 8 + 0 0 6 9 + 0 0 7 0 + 0 0 7 1 + 0 0 7 2 + 0 0 7 3 + 0 0 50 60 70 80 90 100 110 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 73+0074+0075+0076+0077 + 0 0 7 8 + 0 0 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 50 60 70 80 90 100 110 120 130 140 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 2 B - 5 1 2 4 - L - - L - 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 5/28/99 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 . 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 05-MAR-2014 13:56R:\Roadway\Proj\B-5124_LR_profile1.dgn$$$$USERNAM E$$$$ 2 ) S E E S H E E T S C - ? T H R O U G H C - ? F O R C U L V E R T 1 ) S E E S H E E T S 8 T H R O U G H 9 F O R - L - P L A N N O T E S : DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGE CFSYRSYRSBASE FREQUENCYOVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGECFS CFS YRSFTFTFTDESIGN HW ELEVATIONBASE HW ELEVATION CULVERT HYDRAULIC DATA= 750= 50= 91.5= 900= 100= 92.02= 1125= 92.9 ELEVATION 88.88’-LR- STA. 76+15.19 25.05’ L E F T BM # 5 RR SPIKE IN 21" S W E E T G U M E L E V A T I O N 1 0 7 . 0 4 ’ - L R - S T A . 8 0 + 8 0 . 3 2 5 2 . 9 6 ’ R I G H T B M # 6 R R S P I K E I N 1 5 " G U M = 200+/-(-)1.0092% P I = 7 1 + 0 0 . 0 0 E L = 9 2 . 9 0 ’ (- )1.0 0 9 2 % ( - ) 0 . 0 3 0 3 % V C = 1 8 0 ’ K = 1 8 4 PI = 60+10.00EL = 103.90’VC = 390’K = 116El = 96.88 (-) 0.9600%(-) 4.7818%ELEV. 100.69’STA. 58+50 -LR- LEFTEND DITCH ELEV. 98.80’STA. 61+00 -LR- LEFT BEGIN DITCHSTA. 63+00ELEV. 94.25’STA. 63+55 -LR- LEFTEND DITCH (+) 0.3000% L E F T D I T C H PI = 74+30.00EL = 92.80’(-)0.0303%(+)0.0482%VC = 300’K = 3822 P I = 7 8 + 4 5 . 0 0 E L = 9 3 . 0 0 ’ ( + ) 0 . 0 4 8 2 % ( + ) 3 . 0 2 3 3 % V C = 3 5 0 ’ K = 1 1 8 E L E V . 9 9 . 5 0 ’ - L - S T A . 8 0 + 6 0 . 0 0 E N D G R A D E -L- STA. 74+37.97+/-END CULVERT-L- STA. 74+11.69+/-BEGIN CULVERT