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HomeMy WebLinkAbout20170239 Ver 1_U-3109 Alamance February 27 2017_20170227' �. STbT[,�;' 4Y� 1������-~o��4a ;� ���: ,,�,yy C,=' nd� +>,���m= �: ,'^�m,,u,�ow'',.= STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR February 27, 2017 U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. David Bailey NCDOT Division 7 Project Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Phased Permit Application for Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed relocation of NC ll9 from Interstate 40/85 to north of SR 1918 (Mrs. White Lane) in Mebane (Mebane Bypass), Alamance County, North Carolina, Division 7. Federal Aid Proj ect No. STP-119 (1), TIl' No. U-3109. Debit $570.00 from WBS 34900.1.2 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to improve NC 119 from the Interstate 40/85 (I-40/I-85) interchange southwest of downtown Mebane to the existing SR 1962 (3rd Street) Extension. The project then proceeds onto new location, relocating NC 119 to the west and north of downtown Mebane before tying into existing NC 119 just south of SR 1918 (Mrs. White Lane). The project terminates just north of Mrs. White Lane. The new location portion of NC 119 will be constructed as a four-lane, median-divided facility. Existing NC 119 in the vicinity of I-40/I-85 is proposed to be widened to six-lanes. Improvements to a portion of SR 1997 (Corrigidor Road), including realignment to the east of its existing location and connecting it to SR 1973 (Tate Avenue) near the Mebane Wastewater Treatment Plant (WWTP), are also included in the project. In addition, SR 1970 (Roosevelt Street) would tie into the proposed Corrigidor Road realignment just north of the City of Mebane Maintenance Yard. The project, also known as the Mebane Bypass, is comprised of two sections. Section A, which is approximately 3.3 miles in length, will begin near the I-85/I-40 interchange and end north of SR 1921/SR 1996 (Mebane Rogers Road/East Stagecoach Road). Section B, which is approximately 1.5 miles in length, will begin north of Mebane Rogers Road/ East Stagecoach Road and end north of Mrs. White Lane. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION F[1.C.' (JI J� 212-SiHS IOZ.O BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION CuSt0772¢7' S¢7'v1C¢: 1$%%-36H-49GH RALEIGH NC 2%61O 1 S9g MAIL SERVICE CENTER Website: www.ncdot.gov RALEIGH NC 2%699-1 S9g Please see the enclosed ENG 4345, North Carolina Division of Mitigation Services (DMS) mitigation acceptance letters, South Buffalo Creek Mitigation Site debit ledger insert for wetland impacts to Section A; meeting minutes for Concurrence Points 4B and 4C, Memarandum Of Agreement between the Federal Highway Administration (FHWA) and the North Carolina State Historic Preservation Officer (dated October 12, 2009), State Historic Preservation Office (SHPO) Consultation on Archaeological Issues (dated January 27, 2003), SHPO Addendum to the Archaeological Study for U-3109 (dated January 4, 2005), State Stormwater Management Plan (SMP), final permit drawings for Section A, preliminary permit drawings for Section B, and roadway design plans for Section A. PROJECT SCHEDULE This project will be permitted in two phases, Sections A and B. Impacts reported in this application for Section A are based on iinal design. Section A currently has a let date of May 16, 2017 and a let review date of March 28, 2017. Impacts reported in this application for Section B are based on preliminary design. A request far modification of the initial permit will be submitted for Section B once final design is available and prior to its proposed let date. Section B currently has a let date of October 19, 2021 and a let review date of August 31, 2021. The let date for Section B may advance as additional funds become available. PURPOSE AND NEED The primary needs of the proposed action include the following: Capacity deficiencies; Lack of connectivity within the local community; Lack of efficient north-south routes through Mebane due to development patterns. The primary purposes of the proposed action include the following: Reduce traffic congestion in downtown Mebane; Improve access to the local area; Provide Alamance County a primary north-south route. A more thorough description of the purpose and need for this project can be found in the Final Environmental Impact Statement (FEIS, June 2009), pages 1-2 to 1-4. NEPA DOCUMENT STATUS A Draft Environmental Impact Statement (DEIS) and Draft Section 4(F) Evaluation were completed for this project in August 2007. Subsequently, a FEIS and Final Section 4(F) Evaluation were completed in June 2009. The Record of Decision (ROD) was completed U-3109 Phased Individual Permit Application Page 2 of 26 in December 2009. A FEIS re-evaluation was completed in July 2013. Most recently, a Right-of-Way (ROW) Consultation was completed in October 2014. Additional copies are available upon request. In compliance with the NEPA/404 Merger Process, Concurrence Points (CP) 3 and 4A were reached on June 19, 2008. Alternative 9(the Preferred Alternative) was selected as the Least Environmentally Damaging Practicable Alternative (LEDPA) at CP 3. CP 4B was reached for Section A on July 25, 2013 and CP 4C was reached on May 14, 2015. CPs 4B and 4C will be held for Section B at future dates. Re-evaluation of LEDPA As shown below, there is a significant increase in the amount of Section A permanent impacts between those reported in the FEIS and the final design. Therefore, in a letter to the U.S. Army Corps of Engineers (USACE) dated February 9, 2017, NCDOT provided an explanation of the impact difference, as well as a re-evaluation of the three alternatives presented in the FEIS with the current impacts considered. After re-evaluating all three alternatives, NCDOT concluded that Alternative 9 is still the LEDPA for this project. In an email dated February 13, 2017, USACE agreed with this assessment and determined that a CP 3 revisit meeting is unnecessary and that the project can go forward with permit evaluation through the Individual Permit process. In that same email, USACE also asked the Merger Team whether they agreed with this conclusion; all team members responded in agreement that Alternative 9 is still the LEDPA. INDEPENDENT UTILITY The subject project is in compliance with 23 CFR Part 771.111(�, which lists the FHWA characteristics of independent utility for a project: 1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope; 2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area; 3) The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. U-3109 Phased Individual Permit Application Page 3 of 26 RESOURCESTATUS Water Resource Classifications The study area lies within the Piedmont physiographic province of North Carolina. Jurisdictional features with the project footprint are located within the Cape Fear River Basin (Hydrologic Unit [HUC] 03030002) in Alamance County. Jurisdictional streams that will be impacted by Section A of this project include MoAdams Creek (Latham Lake) (N.C. Division of Water Resources [NCDWR] Classification WS-V, NSW; NCDWR Index No. 16-18-7) and 12 Unnamed Tributaries (UT) of MoAdams Creek (Latham Lake); five UTs of Back Creek (Graham-Mebane Reservoir) (NCDWR Classification WS-II, HQW, NSW, CA; NCDWR Index No. 16-18- [1.5]); and UT of Mill Creek (Forest Lake) (NCDWR Classification WS-II, HQW, NSW; NCDWR Index No. 16-18-3-2-[1]). Jurisdictional streams that will be potentially impacted by Section B of this project, based on preliminary design, include UT of Mill Creek (Forest Lake) (NCDWR Classifications WS-II, HQW, NSW and WS-II, HQW, NSW, CA; NCDWR Index Nos. 16-18-3-2-[1] and 16-18-3-2-[2]); Mill Creek (NCDWR Classification WS-II, HQW, NSW, CA; NCDWR Index No. 16-18-3-[1.5]) and one UT of Mill Creek; and three additional UTs of Mill Creek (NCDWR Classification WS-II, HQW, NSW; NCDWR Index No. 16-18- 3-[0.5]). There are no designated Outstanding Resource Waters (ORW) or Water Supply I(WS-I) waters within 1.0 mile of the project. Additionally, there are no designated anadromous fish or trout waters within the project footprint. Several features within 1.0 mile of the project are identified as both High Quality Waters (HQW) and Water Supply II (WS-II) waters. These include Back Creek (Graham-Mebane Reservoir), Back Creek (NCDWR Classification WS-II, HQW, NSW; NCDWR Index No. 16-18-[1]), UT of Mill Creek (Forest Lake), Mill Creek, and Lake Michael (NCDWR Classification WS-II, HQW, NSW; NCDWR Index No. 16-18-3-1). Within 1.0 mile of the construction footprint, Back Creek (Graham-Mebane Reservoir) (Assessment Unit No. 16-18-[1.5]al) is listed on the 2014 Final 303(d) List of Impaired Waters for North Carolina. This portion of the Back Creek is listed for turbidity. Jurisdictional Determinations Wetland delineations for U-3109 followed the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987) and the subsequent Regional Supplement to the Corps of Engineers Delineation Manual: Eastern Mountains and Piedmont Region (USACE; Interim Version [2010], Version 2.0 [2012]). The regional supplement was only used for the Jurisdictional Determination (JD) re-verifications (Section A, December 2012; Section B, October 2016). Stream identification and classification followed the Identification Methods for the Origins of U-3109 Phased Individual Permit Application Page 4 of 26 Intermittent and Perennial Streams (North Carolina Division of Water Quality [NCDWQ], Versions 3.0 — 4.1.1). Jurisdictional features associated with the original project study area (U-3109 in its entirety) and the proposed alternatives within it were verified by USACE Regulatory Specialist John Thomas under a Notification of Jurisdictional Determination (JD), dated July 8, 2003 (Action ID No. 200220667). Revisions/modifications to the JD were also issued by Mr. Thomas on February 16, 2005, June 16, 2005, and July 14, 2005, all under the same Action ID number. Regulatory Specialist Andy Williams (USACE), on January 26, 2010, made additional changes to the project verification, eliminating wetland WL6 and Stream UT18 from the delineation (Action ID No. SAW-2010-00165). On December 5, 2012 Mr. Williams, along with Amy Euliss from NCDWQ (now NCDWR), performed a site visit to re-verify resources associated with the A Section of the project. Ms. Euliss provided an On-Site Determination for Applicability to the Mitigation Rules (dated May 6, 2013); no written veriiication was received from USACE. On October 4, 2016, Mr. David Bailey (USACE) and Mr. Brian Wrenn (NCDWR) performed a site visit to re-verify resources associated with the B Section of the project. Additional infortnation was submitted to Mr. Bailey and Mr. David Wanucha (NCDWR) related to additional features associated with the B Section that were not visited during the October 2016 site visit. Those features were verified without an additional site visit. No written verification has been received from either agency for the B Section at the time of this application submittal. IMPACTS TO WATERS OF THE U.S. Summary of Impacts Surface Water and Wetland Impacts The projected impacts for the overall project (Sections A and B) within the LEDPA (Alternative 9) are based on final design for Section A and preliminary design for Section B. Stream impacts will be approximately 6,232 linear feet of permanent (6,065 linear feet of permanent fill and 167 linear feet of bank stabilization) and 461 linear feet of temporary impacts. There will be 0.32 acre of open water impacts. Wetland impacts will be approximately 0.89 acre, which consists of 0.78 acre of permanent fill, 0.02 acre of excavation, and 0.09 acre of inechanized clearing. Please see Table 1 for a breakdown of the number of jurisdictional resources impacted by each section. Please also see Tables 2 and 3 for a breakdown of surface water and wetland impacts, by type, in each section. Please see Jurisdictional bnpacts by Section below for a site-by-site breakdown of impacts for each section of the project. U-3109 Phased Individual Permit Application Page 5 of 26 Table 1. Summary of Water Resources Impacted by U-3109 Section Design Stage No. Streams No. Wetlands No. Ponds Im acted Im acted Im acted U-3109A Final 19 6 3 U-3109B Preliminary 6 7 0 TOTAL 25 13 3 � UT14 (now Stream SU in Section A and Streain SA in Section B) is impacted in both sections. Table 2. Summary of Surface Water Impacts for U-3109 Section Design Stream Impact Impact Length Stage Type (lin. ft.) Permanent Fill 4,759 U-3109A Final Bank Stabilization 167 Temporary Fill 461 Permanent Fill 1,306 U-3109B Preliminary Temporary Fill 0 TOTAL' 6,232 Permanent 461 Temporary �. . . �.. u ...�,.,.. �., �..,, ....ru.,�, ..��,,.. �.. �..., �u„ , .�� u..., .,. Y.,.,�.u...,..� .,Y.,,. ��u�.,. ....Y.�„�� ��.�. also occur. Table 3. Summary of Wetland Impacts for U-3109 Section Design Stage Wetland Impact Type Acreage (ac.) Permanent Fill 0.27 U-3109A Final Excavation 0.02 Mechanized Clearing 0.09 U-3109B Preliminary Permanent Fill 0.51 TOTAL 0.89 Utility Im�acts No utility impacts to jurisdictional features will occur in Section A of the project. Impacts associated with utility relocations for Section B will be determined at iinal design. Buffer Im�acts U-3109 (Sections A and B) reached Concurrence Points 3(LEDPA) and 4A (Avoidance and Minimization) on June 19, 2008, which is prior to the effective date of the Jordan U-3109 Phased Individual Permit Application Page 6 of 26 Lake Riparian Buffer Rules, which were initially enacted on August 11, 2009. Therefore, this project is considered exempt from the Jordan Lake Riparian Buffer Rules. Jurisdictional Impacts bv Section U-3109A Tables 4 and 5 provide site-by-site impacts to streams and wetlands within Section A of the project. A brief description of each impact site follows the tables. The proposed impacts for this section, which are based on final design, are 4,926 linear feet of permanent stream impacts (4,759 linear feet of permanent fill and 167 linear feet of bank stabilization), 461 linear feet of temporary stream impacts, 0.27 acre of permanent fill in wetlands, 0.02 acre of excavation in wetlands, and 0.09 acre of inechanized clearing in wetlands. Permanent open water impacts totaling 0.32 acre are also proposed for this Section. A total of 0.10 acre of permanent impacts are proposed at Site 4 to Pond OWA; 0.13 acre of permanent impacts are proposed at Site 12 to jurisdictional Pond OWB; and 0.09 acre of permanent impacts are proposed at Site 13 to jurisdictional pond OWC. U-3109 Phased Individual Permit Application Page 7 of 26 Table 4. U-3109A Stream Impacts Impacts Impacts Permit Requiring USACE Requiring l:l Stream ID Impact Impacts Site Stream Name , Int./Per. USACE Mitigation DWR (FEIS ID) Type (lin. ft.) No. mitigation Ratio mitigation (lin. ft.) (lin. ft.) UT of 1 MoAdams SB (UT2) Int. pe�� 235 0 None � Creek Fill Required (Latham Lake) UT of Perm. 117 117 2:1 0 MoAdams Fill 1 SB (UT2) Per. Creek Temp. (Latham Lake) 16 0 0 Fill UT of Pe�� 348 348 1:1 0 MoAdams Fill 2 SC (UT3) Int. Creek Temp. (Latham Lake) 17 0 0 Fill UT of Pe�� 320 320 2:1 320 MoAdams Fill 3 SD (UT1) Per. Creek Temp. (Latham Lake) Fill 10 0 0 UT of 5 MoAdams SF (UT4) Int. Temp. 16 0 0 Creek Fill (Latham Lake) UT of Pe�' 257 257 2:1 0 6 MoAdams SG Int. Fill Creek Temp. (Latham Lake) Fill 35 0 0 Perm. 501 501 2:1 501 Fill MoAdams MoAdams 7 Creek Creek Per. Ba� 63 OZ 63 (Latham Lake) (Latham Lake) Stabil. Temp. 52 0 0 Fill U-3109 Phased Individual Permit Application Page 8 of 26 Table 4. U-3109A Stream Impacts (Continued) Impacts Impacts Permit Requiring USACE Requiring 1:1 Stream ID Impact Impacts Site Stream Name , Int./Per. USACE Mitigation DWR (FEIS ID) Type (lin. ft.) No. mitigation Ratio mitigation (lin. ft.) (lin. ft.) UT of Pe�' 18 0 None � MoAdams Fill Required �A Creek SH (UTS) Int. Temp. 20 0 0 (Latham Lake) Fill UT of Perm. 463 463 2:1 463 MoAdams Fill gA Creek SJ (UT6) Per. Temp. 19 0 0 (Latham Lake) Fill UT of Pe�' g2 82 2:1 0 MoAdams Fill gB Creek SK Per. Temp. 21 0 0 (Latham Lake) Fill UT of Pe�' 396 396 2:1 396 MoAdams Fill 10 Creek SM (UT7) Per. Temp. 25 0 0 (Latham Lake) Fill UT of l0A MoAdams SN (UT7A) Per. pe�� 74 74 2:1 0 Creek Fill (Latham Lake) UT of pe�� 270 270 1:1 270 MoAdams Fill 11 SO (UT8) Per. Creek Temp. (Latham Lake) Fill �5 0 0 UT of Back Pe�• 105 105 2:1 0 Creek Fill 12B (Graham- S 1 Per. Mebane Temp. � 0 0 Reservoir) Fill U-3109 Phased Individual Permit Application Page 9 of 26 Table 4. U-3109A Stream Impacts (Continued) Impacts Impacts Permit Requiring USACE Requiring 1:1 Stream ID Impact Impacts Site Stream Name , Int./Per. USACE Mitigation DWR (FEIS ID) Type (lin. ft.) No. mitigation Ratio mitigation (lin. ft.) (lin. ft.) UT of Back Creek 12C (Graham- S2 Per. TFmp� 13 0 0 Mebane Reservoir) UT of Back Pe�' 183 183 2:1 183 Creek Fill 13 (Graham- SR (UT10) Per. Mebane Temp. 21 0 0 Reservoir) Fill UT of Back Creek 14 (Graham- SS Per. Temp. 19 0 0 Mebane Fill Reservoir) UT of Back Perm. 447 447 2:1 447 Creek Fill 15 (Graham- ST (UT 11) Per. Mebane Temp. 44 0 0 Reservoir) Fill UT of Back Perm. Creek Fill 494 494 2:1 494 16 (Graham- SR (UT10) Per. Mebane Temp. Reservoir) Fill 32 0 0 UT of Mill 17 Creek (Forest SU (UT14)3 Per. Ba� 35 0� 354 Lake) Stabil. U-3109 Phased Individual Permit Application Page 10 of 26 Table 4. U-3109A Stream Impacts (Continued) Impacts Impacts Permit Requiring USACE Requiring 1:1 Stream ID Impact Impacts Site Stream Name , Int./Per. USACE Mitigation DWR (FEIS ID) Type (lin. ft.) No. mitigation Ratio mitigation (lin. ft.) (lin. ft.) Perm. 122 122 2:1 122 Fill MoAdams Bank 18 Creek SI Per. 69 OZ 69 (Latham Lake) Stabil. Temp. 45 0 0 Fill UT of Pe�� 327 327 2:1 327 MoAdams Fill 20 SL (UT25) Per. Creek Temp. (Latham Lake) 24 0 0 Fill TOTAL TEMPORARY FILL IMPACTS 461 0 0 TOTAL PERMANENT FILL IMPACTS 4,759 4,506 3,523 TOTAL BANK STABILIZATION IMPACTS 167 0 167 1 Stream IDs are from the December 2012 JD re-verification, except for Streams S1 and S2, which were added to the project in 2016 after Concurrence Point 4C. Corresponding Strcam IDs that were used in the FEIS are in parentheses, where applicable. � Per USACE, bank stabilization impacts do not require compensatory mitigation. 3 Stream SU in Section A is also Stream SA in Section B. Although this impact does not exceed the 150 linear-foot threshold requiring mitigation, this streain is also impacted in the B Section of the project and the total iinpact does exceed that threshold. Therefare, NCDWR-required mitigation is bcing applied to this Site. Table 5. U-3109A Wetland Impacts Impacts Permit Wetland ID Wetland Permanent Requiring Site No. (FEIS ID)� TypeZ Impact Type Impacts (ac.)3 USACE miti ation (ac.) 9 WB (WL2) HF Perm. Fill <0.01 <0.01 Mech. Clearing 0.01 0.01 12 WD HF Perm. Fill 0.08 0.08 12A WE NTFM Perm. Fill 0.03 0.03 U-3109 Phased Individual Permit Application Page ll of 26 Table 5. U-3109A Wetland Impacts (Continued) Impacts Permit Wetland ID Wetland Permanent Requiring Site Na (FEIS ID)' Type� Impact Type Impacts (ac.)3 USACE miti ation (ac.) 13 WF (WL4) HF Perm. Fill 0.07 0.07 Mech. Clearing 0.01 0.01 19 WA (WLl1) NTFM perm. Fill 0.04 0.044 Mech. Clearing 0.01 0.01 Perm. Fill 0.05 0.05 20 WC (WL13) NTFM Excavation 0.02 0.02 Mech. Clearing 0.06 0.06 Total Permanent Fill 0.27 0.27 Total Excavation 0.02 0.02 Total Mechanized Clearing 0.09 0.09 TOTAL IMPACTS 0.38 0.38 � Wetland IDs are from the December 2012 JD re-verification. Carresponding Wetland IDs that were used in the FEIS are in parentheses, where applicable. 2 HF — Headwater Farest; NTFM — Non-Tidal Freshwater Marsh. All wetlands are Riparian. 3 Rounded totals are sum of actual impacts. 4 Wetland WA has a 1:1 mitigarion ratio. All other wetlands have a 2:1 mitigation ratio. Permit Site 1: The installation of a 48-inch reinforced concrete pipe (RCP) under the L- line will result in 235 linear feet of permanent impacts to the intermittent portion of Stream SB. It will also result in the permanent impact of 117 linear feet and the temporary impact of 161inear feet to the perennial portion of Stream SB. Permit Site 2: The installation of a 54-inch RCP under the L-line and associated stormwater management tie-ins will result in the permanent impact of 348 linear feet and temporary impact of 17 linear feet to Stream SC. Permit Site 3: The installation of a 66-inch RCP under a new portion of Y-line connecting to Third Street and associated stormwater management tie-ins will result in 320 linear feet of permanent impact and l O linear feet of temporary impact to Stream SD. Permit Site 4: The placement of rock fill associated with the L-line will result in 0.10 acre of permanent open water impacts to Pond OWA. Permit Site S: The installation of three 30-inch RCPs under the L-line, connecting Pond OWA and Stream SF, will result in 16 linear feet of temporary impacts to Stream SF. U-3109 Phased Individual Permit Application Page 12 of 26 Permit Site 6: The installation of a 54-inch RCP under the L-line and associated stormwater management tie-ins will result in 257 linear feet of permanent impact and 35 linear feet of temporary impact to Stream SG. Permit Site 7: The installation of a triple-barrel (3 at 11-foot by 9-foot) Reinforced Concrete Box Culvert (RCBC) under the L-line and corresponding channel change east of the L-line will result in 501 linear feet of permanent impact, 63 linear feet of bank stabilization impact, and 52 linear feet of temporary impact to MoAdams Creek (Latham Lake). Permit Site 7A: A channel realignment is required to tie existing Stream SH to the proposed channel change alignment of MoAdams Creek at Permit Site 7. This will result in 18 linear feet of permanent impact and 20 linear feet of temporary impact to Stream SH. Permit Site 8A: The installation of a 48-inch RCP under the L-line and an associated stormwater management tie-in will result in 463 linear feet of permanent impact and 19 linear feet of temporary impact to Stream SJ. Permit Site 8B: The pipe installation described at Permit Site 8A will also result in 82 linear feet of permanent impact and 21 linear feet of temporary impact to Stream SK. Permit Site 9: The placement of roadway fill associated with the L-line will result in <0.01 acre of permanent fill and 0.01 acre of inechanized clearing impacts to Wetland WB. Permit Site 10: The installation of a 72-inch RCP under the L-line and associated stormwater management tie-ins will result in 396 linear feet of permanent impact and 25 linear feet of temporary impact to Stream SM. Permit Site 10A: The placement of roadway fill, plus the actions described at Permit Site 10, will result in 74 linear feet or permanent impact to Stream SN. This is a total take of the stream. Permit Site 11: The installation of a 48-inch RCP under the L-line and an associated stormwater management tie-in will result in 270 linear feet of permanent impact and 25 linear feet of temporary impact to Stream SO. Permit Site 12: Due to the placement of roadway fill associated with the L-line, a total of 0.08 acre of permanent fill will occur in Wetland WD. This is a total take. Additionally, jurisdictional Pond OWB will be breached and drained, resulting in 0.13 acre of permanent open water impacts. This is also a total take. Permit Site 12A: Due to the location of the L-line, a total of 0.03 acre of permanent fill will occur in Wetland WE. This is a total take. U-3109 Phased Individual Permit Application Page 13 of 26 Permit Site 12B: The creation of a tail ditch in a portion of Stream S 1 will result in 105 linear feet of permanent impact and 7 linear feet of temporary impact to the stream. This ditch will be placed directly downstream of drained Pond OWB. Permit Site 12C: A total of 13 linear feet of temporary impact will occur to Stream S2 due to the tail ditch work along Stream S 1 associated with Permit Site 12B. Permit Site 13: The installation of a 66-inch RCP under the L-line, plus a Hazardous Spill Basin (HSB) tie-in east of the roadway, will result in 183 linear feet of permanent impact and 21 linear feet of temporary impact to Stream SR. Due to the placement of roadway fill and rock fill along the L-line, 0.07 acre of permanent fill and 0.01 acre of inechanized clearing will occur in Wetland WF and 0.09 acre of permanent open water impacts will occur to Pond OWC. Permit Site 14: The placement of a 36-inch RCP under a new Y-line section connecting to US 70, just upstream of Stream SS, will result in 19 linear feet of temporary impact to the feature. Permit Site 1S: The installation of a single-barrel (1 at 10-foot by 7-foot) RCBC under the L-line will result in 447 linear feet of permanent impact and 44 linear feet of temporary impact to Stream ST. Permit Site 16: The installation of a 42-inch RCP under the same Y-line extension that is impacted by Permit Site 14, plus a HSB tie-in west of the roadway, will result in 494 linear feet of permanent impact and 321inear feet of temporary impact to Stream SR. Permit Site 17: The installation of bank stabilization along Stream SU, as part of the stormwater management design, will result in 35 linear feet of bank stabilization impacts. Permit Site 18: The installation of a double-barrel (2 at 10-foot by 8-foot) RCBC under the realignment/extension of Corrigidor Road will result in 122 linear feet of permanent impact, 69 linear feet of bank stabilization impacts, and 45 linear feet of temporary impact to Stream SI. Permit Site 19: Due to the placement of roadway fill along the realignment/extension of Corrigidor Road, a total of 0.04 acre of permanent fill and 0.01 acre of inechanized clearing will occur in Wetland WA. This is the only wetland that requires a 1:1 mitigation ratio (the rest will require a 2:1 ratio). Permit Site 20: The placement of a 60-inch RCP under the intersection of the Corrigidor Road realignment/extension and Roosevelt Street tie-in will result in 327 linear feet of permanent impact and 24 linear feet of temporary impact to Stream SL. Additionally, roadway fill and the RCP installation will result in 0.05 acre of permanent impact due to U-3109 Phased Individual Permit Application Page 14 of 26 fill, 0.02 acre of permanent impact due to excavation, and 0.06 acre of inechanized clearing in Wetland WC. U-3109B Tables 6 and 7 provide site-by-site impacts to streams and wetlands within Section B of the project. These impacts are based on preliminary design; stream and wetland impacts were calculated based on slope stakes plus 25-foot estimates. Hydraulic design has not yet occurred on this Section; therefore, site-specific impact descriptions are not possible at this time. The proposed impacts for this section are 1,306 linear feet of permanent stream impacts and 0.51 acre of permanent wetland fill impacts. Table 6. U-3109B Preliminary Stream Impacts Impacts Impacts Permit Requiring USACE Requiring l:l Stream Stream ID Impact Impacts Site , Int./Per. z USACE Mitigation DWR No. Name (FEIS ID) Type (lin. ft.) mitigation Ratio3 mitigation (lin. ft.) (lin. ft.) UT of Mill 1 Creek (Forest SA (UT14)4 Per. perm. Zg0 280 2:1 280 Lake) Fill 2 Mill Creek Mill Creek Per. N/A OS 0 0 3 UT of Mill SB (UT16) Int. pe�� 400 400 2:1 0 Creek Fill UT of Mill Perm. 4 Creek SC (UT17) Int. Fill 146 146 2:1 0 SI (UT 29 — 10 UT of Mill lower portion Int. Perm 299 299 2:1 0 Creek only) Fi11 UT of Mill Perm. 11 Creek SJ (UT28) �t� Fill 181 181 2:1 0 TOTAL PERMANENT FILL IMPACTS 1,306 1,306 280 1 �. Tr r- - -� � - � - .,,., � .r � � � - ,�-- �. ��.., ... �..., �.,�.,,,.,. �.,.., .,� ..,-..,..�..,u�..,... .,.,...,�Y.,..u...s ,,.a.,u... ...� ...... ....... ..�.,.. ... ...., � �,.� ...., ... ru..,..�...,�.,�, where applicable. 2 Impacts are based on preliminary design. Stream impacts werc calculated based on slope stakes plus 25 feet. All impacts were assumed to be permanent fill at this stage in design. Thesc designations may change once design is more refined. 3 All impacts were assumed to have a 2: I mitigation ratio at this stage in design. 4 Streain SA is also Stream SU in Section A. 5 It is assumed at this point in design that the bridge across Mill Creek will span the creek and no impacts will occur. However, this feature has been assigned a site number in case that changes in final design. U-3109 Phased Individual Permit Application Page 15 of 26 Table 7. U-3109B Preliminary Wetland Impacts Impacts Permit �,etland IDi �'etland Im act T e Permanent Requiring Site No. Typez p yp Impacts (ac.)3 USACE miti ation (ac.)4 4 WA FP Perm. Fill 0.01 0.01 5 WB NTFM Perm. Fill 0.12 0.12 6 WC NTFM Perm. Fill 0.11 O.11 7 WD-1 NTFM Perm. Fill 0.18 0.18 8 WE-1 HF Perm. Fill 0.06 0.06 9 WE-2 HF Perm. Fill 0.01 0.01 10 WG HF Perm. Fill <0.01 <0.01 TOTAL IMPACTS 0.51 0.51 � Wetland IDs are from the October 2016 JD re-verification. No wetlands were idenYified in the FEIS in the B Section of the project. Z FP — Floodplain Pool; HF — Headwater Farest; NTFM — Non-Tidal Freshwater Marsh. All wetlands are Riparian. 3 Rounded totals are sum of acYual impacts. Wetland impacts in the B Section of the project are based on preliminary design. Impacts were calculated using slopes stakes plus 25 feet. All impacts were assu�ned to be permanent fill at this stage in design. These designations may change once design is more refined. 4 All impacts were assumed to have a 2:l mitigation ratio at this stage in design. MITIGATION OPTIONS The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of the waters of the United States. CEQ has defined mitigation of wetland and surface water impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20). 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 phase and minimization measures were incorporated as part of the project design. Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts. U-3109 Phased Individual Permit Application Page 16 of 26 Avoidance and Minimization Avoidance and minimization has been employed in the project area to the maximum extent practicable. Listed below are some of the measures implemented on the project as a whole (both Sections A and B): NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be enforced. NCDOT's Best Management Practices for Construction and Maintenance Activities will also be employed. Due to a portion of the project being within the Graham-Mebane Reservoir watershed crticial area, Design Standards in Sensitive Watersheds will be employed. Avoidance and Minimization included in FEIS/CP 4A (both Sections A and B Below is an overview of the avoidance and minimization that NCDOT has agreed to for this project, listed based on the document or meeting that it is attributed to. Any additional information for an item is listed below the item in italics. FEIS During the development of the preliminary engineering designs for each Detailed Study Alternative, including the Preferred Alternative (Alternative 9), efforts were made to avoid and minimize impacts to wetlands and streams wherever practicable. Where stream crossings were unavoidable, they were located, within design constraints, as perpendicular as practicable, in order to minimize the length of stream impacted. The alignment for all three Detailed Study Alternatives, including the Preferred Alternative (Alternative 9), proposed under the preliminary engineering designs crosses Wetland 1(WL1) where the direct impacts would be the least; staying as much on the eastern edge of the wetland as possible while not encroaching upon a parallel section of MoAdams Creek to the west. o Wetland WL1 is not impacted by the project and appears to have been eliminated in the 2012 re-delineation. The alignment skirts between Wetland 3(WL3), which is near the eastern boundary of the alignment, and Wetland 4(WL4), which is on the western boundary of the alignment, while avoiding impacts to Craftique Furniture Company. o Wetland WL3 is not impacted by the project, but Wetland WL4 (now WF) is impacted at Permit Site 13. Wetlands 11 (WL11) and 13 (WL13) are associated with the extension of Corrigidor Road. The alignment impacts the western edge of WL11 and WL13 to avoid impacting the City of Mebane WWTP operations. U-3109 Phased Individual Permit Application Page 17 of 26 o Wetland WL11 (now WA) is impacted at Perfnit Site 19 and Wetland WL13 (now WC) is impacted at Permit Site 20. Jurisdictional impacts would be further minimized by a reduction in side slopes to 2:1 in the areas of wetland impacts. Sensitive placement of drainage structures, during final design of Preferred Alternative 9, would minimize degradation of water quality and reduce adverse impacts on aquatic habitat viability in streams and tributaries. Based on preliminary designs, there are no substantial fill slopes associated with this project. A determination would be made during final design if retaining walls should be included in the design. Once surveys of the project area are available, the preliminary design can be revised to further minimize impacts to the human and natural environments. The Mebane Rogers Road tie-in near proposed NC 119 was designed to end before the creek crossing (Site 5; Figure S.4 of the FEIS) for Alternative 8 and Preferred Alternative 9. o This feature, Stream UT14 (renamed SU in Section A and SA in Section B), was going to be impacted at this location in the Alternative 9 A Section final design due to the installation of a single-barrel box culvert. However, a design revision was made and the culvert will no longer be installed. However, the stream will still incur minor bank stabilization iinpacts (35 linear feet) at this location due to the stormwater management design, which was not considered in the FEIS impacts. The tie-in from proposed NC 119 to existing NC 119 south of the Mill Creek community was designed to end before the Mill Creek crossing for the Detailed Study Alternatives, including Preferred Alternative 9, in this area. In the vicinity of the Fieldstone community, the mainline alignment was shifted slightly outside the corridor limits to reduce impacts to MoAdams Creek, necessitating a slight expansion of the corridor limits in this area. A bridge over Mill Creek is an additional minimization component. Bridging floodplain wetlands along the larger stream systems, such as Mill Creek, would decrease the degree of potential habitat fragmentation and reduce potential wildlife mortality due to traffic operations by providing riparian corridors for wildlife use. o Preliminar�y design for the B Section shows that bridges will be employed over Mill Creek. CP 4A (items that were not listed in the FEIS� The realignment of Third Street in the vicinity of the U.S. Post Office was designed to reduce impacts to the Fieldstone apartments, as well as other residences in that area. An access road was incorporated into the design near the beginning of the project to reduce impacts to the Fox Run apartments. The Cates Farm on-site stream restoration project will be discussed and evaluated at CP 4B. U-3109 Phased Individual Permit Application Page 18 of 26 o Cates Farm is associated with the B Section of the project; a more detailed restoration discussion will occur when Section B is at or near CP 4B. Avoidance and Minimization, Section A Stormwater Mana�ement Plan After CP 4A, the project was split into its 2 Sections. The information that follows in this section is for the A Section of the project only. Detailed information regarding the post- 4A avoidance and minimization for Section A will be provided at a later date. A combination of grassed swales, roadway ditches, and structural BMPs were employed to minimize water quality impacts. In most locations, the outlets for the storm drainage systems were placed at least 50 feet from the Jurisdictional Stream. However, due to topography, none of the lateral grass swales located along the embankment fill slope met the recommended minimum length of swale. Class B rip rap aprons/pads will be installed at pipe outlets at Stations 80+50 -L- LT and 97+98 -L- LT. A Class I rip rap energy dissipator basin will be installed at a pipe outlet at Station 100+70 -L- LT. Pre-formed Scour Holes (PSH) comprised of Class B rip rap will be installed at Stations 130+50 -L- LT and 140+50 -L- LT. Hazardous Spill Basins will be installed at the following locations: 0 161+92 -L- RT 0 179+68 -L- RT 0 20+90 -Y 16RPA- LT 0 32+55 -Y20- LT Compensatory Mitigation U-3109A Compensatory mitigation requirements for permanent stream and wetland impacts associated with U-3109A are summarized below in Table 12. These impacts are based on final design and occur in HUC 03030002. A total of 4,926 linear feet of permanent warm water stream impacts will occur in the A Section. Of that total, 167 linear feet are bank stabilization impacts, which do not require mitigation per USACE. Of the remaining 4,759 linear feet of pertnanent stream impacts, 3,888 linear feet will require compensatory mitigation at a 2:1 ratio per USACE, 618 linear feet will require mitigation at a 1:1 ratio, and 253 linear feet will not require any mitigation (Sites 1 and 7A). These mitigation decisions were made at the December 5, 2012 site visit with USACE and NCDWR. NCDWR-mandated compensatory mitigation is not required for any permanent impacts along intermittent streams (including bank stabilization). However, NCDWR does require U-3109 Phased Individual Permit Application Page 19 of 26 mitigation along perennial streams if the total permanent impacts along a given stream, including bank stabilization, exceed 150 linear feet. Therefore, NCDWR will require compensatory mitigation for 3,690 linear feet of permanent warm water stream impacts (167 linear feet of which is bank stabilization) at a 1:1 ratio. The total USACE stream mitigation requirement exceeds the NCDWR stream mitigation requirement; therefore NCDOT will request that DMS provide compensatory mitigation for 3,888 linear feet of permanent stream impacts at a 2:1 ratio and 618 linear feet of permanent stream impacts at a 1:1 ratio. Compensatory mitigation at a 2:1 ratio for 0.33 acre of permanent riparian wetland impacts resulting from roadway fill (0.23 acre), mechanized clearing (0.08 acre), and excavation (0.02 acre); and 0.05 acre at a 1:1 ratio resulting from roadway fill (0.04 acre) and mechanized clearing (0.01 acre) will be offset by NCDOT by debiting the South Buffalo Creek Mitigation Site. Please see the attached insert regarding the debit ledger transaction. Table 12. U-3109A Compensatory Mitigation Summary Stream Impacts Riparian Wetland (lin. ft.) Im acts (ac.) Impacts Requiring 4,506 0.38 Mitigation 3,888 at 2:1 0.33 at 2:1 Mitigation Ratio 618at1:1 O.OSatl:l Total DMS g,394 --- Mitigation Total Debit Ledger ___ 0.71 Mitigation U-3109B Compensatory mitigation requirements for permanent stream and wetland impacts associated with U-3109B are summarized below in Table 13. These impacts are based on preliminary design and occur in HUC 03030002. The current proposed Let Date for U- 3109B is October 19, 2021. Since this is less than five years from the proposed Let Date of the A Section (May 16, 2017), NCDOT will acquire mitigation now to offset proposed impacts on the B Section. These impacts and mitigation requirements are subject to change once final design is available. A total of 1,306 linear feet of stream impacts are proposed in the B Section. Since these impacts are based on preliminary design, all impacts are currently considered permanent U-3109 Phased Individual Permit Application Page 20 of 26 stream impact. It is also assumed that all impacts will require mitigation at a 2:1 ratio per USACE. Of the 1,306 linear feet of proposed permanent stream impacts, 280 linear feet are proposed on perennial streams. Since NCDWR-mandated compensatory mitigation is not required for any permanent impacts along intermittent streams, mitigation for NCDWR is only required for this 280 linear feet. This mitigation will be required at a 1:1 ratio. The total USACE stream mitigation requirement eXceeds the NCDWR stream mitigation requirement; therefore NCDOT will request compensatory mitigation for 1,306 linear feet of permanent stream impacts at a 2:1 ratio. NCDOT will also request mitigation to offset 0.51 acre (2:1 ratio) of permanent riparian wetland impacts currently proposed in the preliminary design. NCDOT will request that DMS provide compensatory mitigation for impacts associated with the B Section at this time. However, other mitigation options such as debit ledger and/or on-site mitigation may be pursued once final design is available. The Cates Farm property is currently being reviewed as a potential on-site mitigation site that could offset impacts in this section. If either/both of these options are pursued in the futiure, they will replace all/ a portion of the mitigation that is currently being provided by DMS. Table 13. U-3109B Compensatory Mitigation Summary Stream Impacts Riparian Wetland (lin. ft.) Im acts (ac.) Impacts Requiring 1,306 0.51 Mitigation Mitigation Ratio 2:1 2:1 Total DMS 2,612 1.02 Mitigation MORATORIUM No moratoria are proposed for section of this project. FEDERALLY PROTECTED SPECIES Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of September 22, 2010, the U.S. Fish and Wildlife Service (USFWS) lists zero federally protected species for Alamance County. U-3109 Phased Individual Permit Application Page 21 of 26 Northern lon�-eared bat The USFWS has developed a programmatic biological opinion (PBO) in conjunction with FHWA, USACE, and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is May Affect, Likely to Adversely Affect. The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Alamance County, where U-3109 is located. This level of incidental take is authorized from the effective date of a�nal listing determination through Apri130, 2020. Bald eagle Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies of open water for faraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. A desktop-GIS assessment of the entire project (Sections A and B), as well as the area within a 1.13-mile radius (lA mile plus 660 feet) of the project limits, was performed on January 3, 2017 using the newest-available color aerials of the review area. Water bodies large enough and/or sufficiently open to be considered potential feeding sources were identified, including the Graham-Mebane Reservoir and Forest Lake. Since there was foraging habitat within the review area, a survey of the project study area and the area within 660 feet of the project limits was conducted on January 24, 2017. No individuals or nests were identified within the nesting survey area. Additionally, a review of the NCNHP database on January 4, 2017 revealed no known occurrences of this species within 1.0 mile of the project study area. Due to the lack of habitat, known occurrences, and minimal impact anticipated for this project, it has been determined that this project will not affect this species. CULTURAL RESOURCES Section 4(f� Resources There is one resource within the boundaries of the preferred alternative (Alternative 9), the Cates Farm, which is protected under Section 4(� of the Department of Transportation Act. This property is located in the B Section of the project. The Cates Farm is a historic property listed on the NRHP under Criterion A(Agriculture) for the importance of its dairy operation within the agricultural context of Alamance County, as developed for the property's period of significance (1905-1947), and under Criterion B for its association with Charles F. Cates, founder of the Cates Pickle Manufacturing Company and a leader in business, civic, and agricultural affairs. U-3109 Phased Individual Permit Application Page 22 of 26 For Alternative 9, the proposed roadway is anticipated to be visible and audible from the farmhouse. However, it will not require the removal of any structures associated with the Cates Farm. The Historic Preservation Ofiice (HPO) initially determined that Alternative 9 will have an"adverse effect" on the property in their concurrence form dated June 6, 2002, which is included in the FEIS. A subsequent concurrence form, dated August 21, 2007, confirms the HPO's previous finding and is also included in the FEIS. Several alignments that avoid the Cates Farm were studied during the project planning process. These alternatives required the acquisition of right-of-way from one or more histaric properties in the area, had significant relocations of residences or businesses, impacted the West End community, or had additional impacts to the water supply watershed critical area of the Graham-Mebane Reservoir. For these reasons, earlier alignments were eliminated from further study. In accordance with 23 CFR 771.135(i), the FHWA provided the FEIS and Section 4(� Evaluation to the Department of the Interior, Office of Environmental Project Review, for coordination and comment on July 9, 2009. A copy of this letter is included in the FEIS. A minimum of 45 days was established by the Administration for receipt of comments. No comments were received from the Department of Interior within the comment period. A Memorandum of Agreement (MOA) for mitigative measures concerning impacts to the Cates Farm was signed in October 2009 and is included with this permit application. The MOA stipulates that the NCDOT will complete a photo-documentation record of the Cates Farm and its surroundings and prepare a landscape plan that incorporates native plants along the top of the roadway slope in a natural appearance and composition to help to screen the farm from the roadway. The photo-documentation of the Cates Farm will be completed prior to construction. The landscape plan will be prepared in coordination with the property owners when the Section B final design is prepared. Since the FEIS was approved, the farm owners, along with the City of Mebane, have worked to preserve the farm as an active farming operation, using a conservation easement mechanism. The NCDOT acquired the necessary right-of-way from the farm through the protective purchase process prior to establishment of the conservation easements. Section 6(fl Resources The project will not impact any 6(� resources. Historical Architecture Resources As stated above, the Cates Farm is located within the B Section of the project. No historical architecture is located in the A Section of the project. U-3109 Phased Individual Permit Application Page 23 of 26 Archaeolo�ical Resources The common corridor of the Preferred Alternative and Alternatives 8 and 10 crosses archaeological Site 31AM392, located on an upland flat on the Davis property, which is north of and adjacent to the Craftique Furniture Company property on the east side of SR 1949 (Edgewood Church Road). This is located in the A Section of the project. Preliminary archaeological test excavations of this site revealed the eroded nature of the ridge toe. The site has little potential to yield any information important to history or prehistory and does not meet the criterion for listing on the NRHP. Therefore, no additional archaeological work is recommended at this site (see the attached letter from HPO dated January 4, 2005). The common corridor of the Preferred Alternative and Alternatives 8 and 10 also crosses archaeological Site 31AM395, located on a ridgetop just west of SR 1951 (Woodlawn Road; also in Section A). Due to the heavily deflated nature of the site, it is recommended as being not eligible for the NRHP (Legacy Research Associates, 2009). Therefore, no additional archaeological work is recommended at this site. The Office of State Archaeology (OSA) commented that Cook's Mill (31AM369**), deemed eligible for listing on the NRHP under Criterion B, C, and D, should be avoided (see attached memo from HPO dated January 27, 2003). The Preferred Alternative (and Alternatives 8 and 10 from the FEIS) avoid this properry. The Preferred Alternative (and Alternatives 8 and 10) also avoid Site 31AM394 near Woodlawn Road, which is recommended as being eligible for the NRHP (also in the A Section). Therefore, no further archaeological work is expected for this project. INDIRECT CUMULATIVE IMPACT ANALY5IS The following information is taken from the "Indirect and Cumulative Effects Screening and Land Use Scenario Assessment Report" for U-3109, dated February 2015. Copies of this document are available upon request. Scenario Assessment Conclusions The proposed relocation of the NC 119 alignment would likely encourage more development along the new alignment. Residential development would likely occur in all four probable development areas (PDA) due to new access, although zoning regulations would limit the density of new residential development. Similarly, industrial and commercial development would likely occur in three of the PDAs — I-40/I-85 to MoAdams Creek; MoAdams Creek to US 70; and US 70 to Mebane Rogers Road. However, development in the US 70 to Mebane Rogers Road PDA may be limited due to zoning restrictions and would not likely be more than that of the "No Build" scenario. The new alignment would have a slight influence on regional population growth, albeit limited. The proposed alignment would create greater access to an area with limited roads and development. However, as previously stated, zoning regulations would limit the size and amount of residential development, therefore minimizing the growth. U-3109 Phased Individual Permit Application Page 24 of 26 All four PDAs fall within areas strictly regulated by water quality and zoning policies. It is unlikely that either the "Build" or "No Build" scenarios would have a notable impact on water quality. Furthermore, all probable development areas occur within planned areas; therefore minimal water quality impacts are anticipated. The proposed realignment of NC 119 would slightly influence the development patterns of the area, as the new location would create additional access points. Additionally, the rural nature of the probable development areas would likely allow far sprawling development. However, the impact from the `Build" scenario is just slightly more likely as compared to the "No Build", due to current development patterns and zoning restrictions. All four PDAs fall within areas where land development is strictly regulated and would comply with storm water management goals. Riparian buffers associated with the watershed and streams will limit the potential impact of the project. Water Quality Analysis of the probable development areas suggests that this project will have little or no impact on future water run-off or water quality in the watershed. The relocation of NC 119 would increase access to minimally-developed land. However, the majority of the land available is zoned for low-density development. Additionally, new developments would have minimal impacts on water quality as a result of riparian buffers established to protect and maintain the streams and reservoir present within the study area. For these reasons, indirect and cumulative effects on the existing resources, including downstream water quality, should be minimal. No additional ICI study is recommended. FEMA COMPLIANCE There are streams within the project limits that are within Federal Emergency Management Agency (FEMA)-designated flood zones. Coordination between the NCDOT Hydraulics Unit and FEMA will occur prior to Let to ensure that NCDOT is in full compliance with applicable floodplain/floodway ordinances. WILD AND SCENIC RIVER SYSTEM The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended). U-3109 Phased Individual Permit Application Page 25 of 26 ESSENTIAL FISH HABITAT The project will not impact any essential fish habitat afforded protection under the Magnuson — Stevens Act of 1996 (16 U.S.0 1801 et seq.). REGULATORY APPROVALS Application is hereby made for a Department of the Army Section 404 Individual Permit as required for the above-described activities for the proposed T.I.P. Project No. U-3109. We are also hereby requesting a Section 401 Water Quality Certification. In compliance with Section 143-215.3D(e) of the North Carolina Administrative Code (NCAC), we will provide $570.00 to act as payment for processing the Section 401 permit. We are providing two copies of this application to the North Carolina Department of Environmental Quality (NCDEQ), NCDWR, for their review and approval. A copy of this permit application and its distribution list will be posted on the NCDOT website at htt,�s:t/connect.ncdot.gov/resources/F_,nvironmental/Pa�es!default.aspx; under Quick Links > Permit Applications. Copies of the NEPA documents are also available at the above website address under Quick Links > Environmental Documents. Thank you for your time and assistance with this project. Please contact James Mason at either jsmason a;ncdot.�ov or (919) 707-6136 if you have any questions or need additional information. Sincerely, �� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head Cc: NCDOT Permit Application Standard Distribution List U-3109 Phased Individual Permit Application Page 26 of 26 U.S. ARMY CORPS OF ENGINEERS APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. 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 O�ce of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding 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 which 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 7 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 F/LLED BYAPPLICAN'� 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Philip Middle -S. Last - Harris III First - Middle - Last - Company - NCDOT-Natural Environment Section Company - E-mail Address - jsmason@ncdot.gov E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1598 Mail Service Center Address- City - Raleigh State - NC Zip - 27699 Country -1598 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 919-707-6136 919-212-5785 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 PROJECTORACTIVITY 12. PROJECT NAME OR TITLE (see instructions) U-3109 (Mebane Bypass) 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) MoAdams Creek, Back Creek, Mill Creek Address 15. LOCATION OF PROJECT Latitude: �N 36.108733 Longitude: �W -79.286213 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Mebane Section - Alamance County Township - Range - ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 17. DIRECTIONS TO THE SITE Please see attached vicinity map and cover letter. 18. Nature of Activity (Description of project, include ali features) NCDOT proposes to improve NC 119 from near the Interstate 40/85 (I-40/I-85) interchange southwest of downtown Mebane to the existing SR 1962 (3rd Street) Extension. The project then proceeds onto new location, relocating NC 119 to the west and north of downtown Mebane before tying into existing NC 119 just south of SR 1918 (Mrs. White Lane). The project terminates just north of Mrs. White Lane. The new location portion of NC 119 will be constructed as a four-lane, median-divided facility. Existing NC 119 in the vicinity of I-40/I-85 is proposed to be widened to six-lanes. Y-line improvements are also proposed. The project, also known as the Mebane Bypass, is comprised of two sections. Section A, which is approximately 3.3 miles in length, will begin near the I-85/I-40 interchange and end north of SR 1921/SR 1996 (Mebane Rogers Road/East Stagecoach Road). Section B, which is approximately 1.5 miles in length, will begin north of Mebane Rogers Road/ East Stagecoach Road and end north of Mrs. White Lane. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) Please see attached cover letter USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Impacts will result from improving the existing roadway and shoulders, construction of new roadway on new location, and work associated with secondary roads along the project. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards 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 See attached cover letter & permit drawings. 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. ENG FORM 4345, OCT 2012 Page 2 of 3 24. Is Any Portion of the Work Already Complete? �Yes QNo IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (i(rrrore than can be entered here, pease auach a supp�ementai nst). a. Address- See permit drawing packet. City - State - 2ip - 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, Stale, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL* �DENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER ' Would include but is not restricted to zoning, bui�ding, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this application. 1 certify that this information in this application is complete and accurate. I further certify that I possess the authorily to undertake the work described herein or am acting as the duly authorized agent of the applicant. �' Dz-Z.?-?-or7 SIGNATUR OF APPLICANT DATE SIGNATURE OF AGENT DATE �� Pn���P.S_ �AQRtS The Application must be signed by the person who desires to undertake the proposed aciivity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 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 willfully falsifies, conceals, or covers up any trick, scheme, or disguises a rnaterial fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knawing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. FNG FORM 4345, OCT 2012 Page 3 of 3 Environmental Quality ROY COOPER Governor February 16, 2017 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 159$ Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: U-3109A, Mebane Bypass — NC 119 Relocation from I-85 / I-50 Interchange to North of SR 1921 / SR 1996 (Mebane Rogers Road / East Stagecoach Road), Alamance County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation fcr the subject project. Based on the information supplied by you on February 13, 2017, the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Cape Fear Stream Wetlands Buffer (Sq. Ft.) 03030002 Non- Coastal Cp Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2 Impacts (feet/acres) 0 0 4,506.0 0 0 0 0 0 UVllll. VL 111G JL1GZ4111 Q11W Vl wo�,a��u ����pac�s may ve proposea �o ae m�t�gatea at a 1:1 mitigation rat�o. See pernvt application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional informarion, please contact Beth Harmon at 919-707-8420. Sincerely, James B. tan ill Credit Mana ment Supervisor cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Ofiice Ms. Amy Chapman, NCDWR File: U-3109A ;`�'Nothing Compares�,. State of Narth Carolina Environmental Quality Z17 West Jones Street � 1601 MailService Cenker I Raleigh, North Carolina 27699-16U1 919 707 8600 Environmenta! Quality RG.' C�OPER Goe�ernor February 16, 2017 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: U-3109B, Mebane Bypass — NC 119 Relocation from North of SR 1921 / SR 1996 (Mebane Rogers Road / East Stagecaach Road) to North of SR 1918 (Mrs. White Lane), Alamance County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on February 13, 2017, the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Cape Fear 03030002 CP Impacts (feedacres) Stream �old Cool Warm 0 0 1,306.0 Wetlands Riparian Non- Coastal Riparian Marsh 0.51 Q p Buffer (Sq. Ft.) Zone 1 Zone 2 *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernut application for details. Tl�e impaets and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS will commit to implement sufEicient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you 1�ave any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Jame B. S nfill Credit agement Supervisor cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: U-3109B !'�"Nothing Compares�.. State of North Carolina Environmental Quality "L17 West Jones Street I 1607 Mai( Service Center � Raleigh, North Carolina 27699-]60i 919 707 8600 South Buffalo Creek Mitigation Site ONEID 041-009 The South Buffalo Creek mitigation site is located in Guilford County within the USGS hydrologic unit 03030002 of the Cape Fear River. NCDOT acquired a 31.73 acres parcel to mitigate for unavoidable, jurisdictional impacts associated with TIP I-2402, U-2525 and I-2201 F/E. This parce] produced 16.2 acres of Riparian Wetland Preservation and 15.53 acres of Riparian Wetland Restaration. Monitoring requirements were performed from 1999 to 2003 and the site was closed out in 2004. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03030002. Table 2 indicates all mitigation debits that have occurred per regulatory agency approval. In order to offset 0.38 acres of unavoidable impacts to U-3109A, NCDOT will be debiting the South Buffalo Creek Mitigation Site, with 0.33 acres at a 2:1 ratio and 0.05 ac. at a 1:1 ratio, totaling 0.71 acres of mitigation. Table 1. Mitigation Quantities Approved HUC � Mitigation Type 3030002 Riparian Wetland Restoration 3030002 Riparian Wetland Restoration Table 2. Mitigation Debits — Mitigation Type Riparian Wetland Preservation Riparian Wetland Preservation Starting Amount (AC) 16.2 Debit Amount Status SITE TIP (Ac) 3.36 Close I-2201F Out � 1.23 Close I-2402D mod Out 15.53 Additional Notes Action ID# 199502886 Riparian Wetland 9.4 Close U-2525A & I-2402D 199300243 Preservation Out Notes TYPE Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Debit Amount Status SITE TIP (Ac) 0.96,CIose Out i1-2201F 0.351CIose Out II-2402D mod 0.141CIose Out IMit Work 0.95 �Close Out �R-2000AA/AB Action ID# 199502886 9.11CIose Out IU-2525A & I-2402D 1199300243 Notes Riparian 0.71 Close Out U-3109A impacts were Wetland 0.38 acres, with Restoration 0.33 at 2:1 ratio, 0.05 at 1:1 ratio Minutes from the Interagency 4B Hydraulic Design Review Meeting U-3109A in Alamance County July 25, 2013 10:00 AM —11:00 AM Team Members: Andrew Williams, USACE Gary Jordan, USFWS Travis Wilson, NCWRC Amy Euliss, NCDWQ Chris Militscher, EPA Felix Davila, FHWA David Harris, REU Brenda Moore, NCDOT Kevin Fischer, NCDOT Derrick Weaver, NCDOT Rachelle Beauregard, NES Patty Eason, NCDOT Minutes: (absent) (present) (present) (present) (absent) (present) (absent) (absent) (present) (absent) (absent) (present) Participants: Marshall Clawson, Hydraulics Henry Wells, Sungate Design Group Brad Smith, Sungate Design Group Bill Zerman, Hydraulics Kanchana Noland, Roadway Design Andy Young, Roadway Design Jillian Hinson, Roadway Design Mark Staley, REU Kyle Pleasant, Utilities Steve McKee, Utilities Jamshid Hafshejani, Utilities Greg Price, NES Elizabeth Lusk, NES Chris Underwood, NES Monte Matthews, USACE Tyler Crumbley, USACE General Introduction was initiated. Introductions were made by all in attendance. Sheet 7: Station 64+00 -L-: Beginning of JS is located at inlet of proposed 48-inch cross-pipe. Increase pipe on size and bury 20%. Place note on Permit Drawings "JS begins here". Sheet 8: Pond: Discuss with Division how to handle or design for overflow. Place note on Permit Drawings "JS begins here". Sheet 9: Station 94+00 -L- Right: Tie in short segment of JS into realigned channel. Sheet 10: Drainage Structure No. 1007: Show non-erosive velocities exiting the energy dissipater. Also include the 10 Year Velocity. Backfill floodplain bench in culvert. Sheet 12: Station 127+50 -L- Left: Revise tail ditch to provide a better transition to natural channel. Station 128+00 -L- Left: Place note on Permit Drawings "JS begins here". Sheet 14: Station 26+00 -Y16- Left: Utilities asked if the impact to the water tower could be eliminated. Sheet 15: Station 162+50 -L- Left: Use rock fill. Show non-erosive velocities entering wetland. Place note on Permit Drawings "JS begins here". Sheet 17: Hazardous Spill Basins may be required on project east of US 70. Note: In a critical area, if we are draining water to a location below an intake, then HSB's may not be necessary. Sheet 27 Station 24+00 -Y16RPA- Right: The question was asked if this were a JS. According to the most recent WET file, this is not a JS. Meeting adjourned. Minutes from the Interagency 4C Hydraulic Design Review Meeting U-3109A in Alamance County May 14, 2015 10:00 AM —12:00 AM Team Members: David Bailey, USACE (present) Gary Jordan, USFWS (absent) Travis Wilson, NCWRC (present) Dave Wanucha, NCDWR (present) Dr. Cynthia Van Der Wiele, USEPA (present) Felix Davila, FHWA (present) David Harris, REU (absent) Ron McCollum, Roadway (absent) Kevin Fischer, Structures (absent) Derrick Weaver, PDEA (absent) Rachelle Beauregard, NES (present) Patty Eason, Division (absent) James Steven McKee, Utilities (absent) Minutes: Participants: Bill Zerman, Hydraulics Will Hines, Sungate Design Group Brad Smith, Sungate Design Group Piotr Stojda, Roadway Design Jillian Hinson, Roadway Design Mark Staley, REU Terry Clelland, SMiJ Jamshid Hafshejani, Utilities Greg Price, NES Ed Lewis, Division 7 The following plan sheet numbers refer to the Plan Sheets, not the Permit Drawings Sheet numbers. General Comments: Use a label with a leader to call out Temporary Impacts in Surface Waters. Greg Price, NCDOT NES, will provide a list of streams that have different mitigation requirements which will be used to breakout the different streams in the Summary. Will Hines, Sungate Design Group (SDG), will provide a list of streams where the location of the stream shown in the FS file does not match the SDG survey. This list will be used in requesting that NCDOT L&S revise the FS file to match the SDG survey or resurvey. When resubmitting the SMP, provide decimal coordinates for the HSB's. Plan Sheet 7: Other than the General Comments, there were no other specific comments for Site 1 discussed. Plan Sheet 8: The question was asked whether the impact between Site 2 and Site 3 is shown as Permanent or Temporary. After looking at the Micro Station file, it has been verified that it is shown as a Permanent Impact. Site 4: Will Hines, SDG, announced that a Right-of-way revision will be submitted moving the proposed Right-of-way out of the pond and onto the proposed Rock Fill. Plan Sheet 9: Site 7(Station 94+00 -L- Right): Show impact to small JS; Label as Site 7A. Plan Sheet 10: Site 7: Breakout stream bank stabilization in the Summary. Energy Dissipater (Station 100+70 -L- Lt): Provide the 10 Year Velocity on the Permit Drawing. Plan Sheet 11: Site 8: Breakout the smaller stream and label the two streams Site 8A and Site 8B. Plan Sheet 12: Site 10 (Station 128+00 -L- Lt): Show impact to small JS; Label as Site 10A. Label Begin JS. Plan Sheet 13: Site 11: Show Temporary Impacts to small JS located upstream of the cross-pipe. Label Site 11A. Plan Sheet 14: Station 26+00 -Y16- Left: Utilities asked if the potential impact to the existing waterlines can be eliminated. NCDOT Hydraulics has requested elevations on the existing waterlines. Plan Sheet 15: Site 12 (Station 157+50 -L- Lt): NCDOT NES to investigate whether the stream downstream of the pond is a JS. Site 12 (Station 157+50 -L- Lt): NCDOT NES to investigate the wetland to determine if it will be a Permanent or Temporary Impact. Label as Site 12A. Site 13: Revise Fill in Wetland to include the portion of the wetland located within the pond. Site 13: Show Temporary JS impacts upstream of the cross-pipe. Site 13: Will Hines, SDG, announced that a Right-of-way revision will be submitted moving the proposed Right-of-way out of the pond and onto the proposed Rock Fill. Plan Sheet 16: Site 15: Show the Baffle Detail from the Culvert Survey Report on the Permit Drawing. Add TS upstream of the box culvert. Check the Box Culvert Construction Sequence for any additional impacts. Plan Sheet 27 Station 24+00 -Y16RPA- Right: The question was asked if this was a JS. According to the most recent WET file and to NCDOT NES, this is not a JS. Plan Sheet 29 Site 17: Breakout bank stabilization in the Summary. Site 17: The JS stream location does not match the SDG survey. NCDOT L&S to be asked to resurvey this site. Site 17: Show Temporary Impact to Surface Waters in the Construction Easement located downstream of the box culvert. Plan Sheet 30 Site 18: Breakout bank stabilization (upstream only) in the Summary. Plan Sheet 31 Site 20: Check pipe size shown in the Summary Site 20: NCDOT NES to verify JS location. Specifically where the JS ends. Site 20: SDG to investigate whether the impacts downstream of the cross-pipe can be reduced. Meeting adjourned. MEMC��A�IDUM ��' A�REEMENT BETW�EN THE FE�]�I�L. HIfiH�4FA`M` ADMINI�TF�ATIC�� AT�D TH� NC�RTH �AF�{}E.IiVA STATE HI�T��I� Pl�ES�I�VATI�N []FFT�ER Ft�R �I� 119� �tELL�C�4TIf]I� I-�5J4U T� St�IJTH (}F �!� 1�11$ �(�►+�ItS. WHITE L�4�tE} MEBAN�, ALAMANCE ��I�I�TY, I�I{�R�ii �ARt]�If�IA T�P P1��]E�:T �f�. U-31[}9 �Ei3Ei�4L AfD PRCI]E� ��. ��-��.s��.� 'WHERE�ISf th� F�i2r�l Hf�E��+�y A,�Jmini�t��tior� (FHWA) h�� determaned th�t the reloc�ti�n pf �C 17,� From ti�e I-��j4� int�rch�nge sou��w�esk t�f f�e#��n� tc� �x�sting N� f�3 near SR 1��8 {Mrs. Whit� L�ne} n�r�h of Me�ar�� ir� A��man�� C�unty, ir�cluding impr�vemer��s t� a�orti�r� �f SR i�97 �Carri�i�c�r R�a�) an+� S� 1970 �(Ro�sevelt St�e�k) �th� Undert�king) v�+ill ha�e �r� �drrer� effe� up�n t�e Ch�rles F. ar�� Howard ���es �arm, a pr���rty list�� �an t�e Nationa� f�egist�� o� H�sto�ic i�l��es �f�RH��; anc� 3NHEREAS, the Underkal�ing �+ill alt�r t�� h�staric ��tting �f the C�arK�� �. and Ho+ward C�t�s F2�rm �y 1� ��q�irir�� t�e a���ui�itiar� €�f 12.� ��cr�s �� right-c�f-w�y; �} isoiaking ar� �ddit�a�r�al 4.� acr�s fro� t�e re�� af �}�� fa�rm; and �} cr�ati�g a r��advv��r �isEbfe fr�mf �t le�s�f ��e w��t�rn h�lf o�f the �rc��erty �r�d �he clust�:r �f buildin�s comp�isi�+� t�� farrn�t���, inelud�ng tF�e ��cup�ed rr��ain fi�ous�; �nd WHER�AS, the FHWA h�s �t�r�sulte�i with the Nar�h �aroEin� S�ta�� Hist��i� Pre�ervati�r� �fFi��r ��H�� pu�s�,�nt t� 3b ��� P�rt �fl0, r�c�u�ati�ns impl�ern�nkfr�g Se��a� i�i5 of th� Nati�na� Histo�ic �r�s�rva��or� l��.t (i� U,�.C. �7��;and V4fHE#�EASf t�re Nc�rth �arvlrr��a De�artrn�ent ��Trans�ort�tian �l�C�{�T�r the EloE�� W. C�t�� Esk�ke, �nd th+� �Ear�l�� A�. Rit�h�� Trus� �t�� fa�ker tV�rc� s��ring �h� c�vur��rsh�p� �f ti�� par�els con�ained v,�it�,in t�� �i�ti��al R,egs�t�� b�ur�dary of the Ch�ar��s �, and Ht�v�rard Ca�es F�rm} hav� parkicipated i� th� �c�r�s�lt��ion and ��en invit�d b� �HWA ar�d ��e Narth �ar+oEin� �h��C} to c�ancur in �l�is hr3em�randum �f Ac�re�ment (i�OA}; ar�d U-.3109, �Al�mar�e�� Car�r�ty �ctcr6er ��, �'��9 Merrn�randuara ofAg�~eem�r�t Pag€ � of9 U�VH�Ft�A�, the �HV�lA has r�otifi�ed th� Ad�+is�ry ��r�ncil �n Hisk�o�'sc Fre�ervation ��C�u�eil� �f the �d�reese efFect ar�d the �un�i! I�a� d��l�ne�d �a ca�m�e�n� ar ���#icipate in the er�r�sul�at9�r�; �IOIAF, THEREF�R�, FHWA and the Nc�rth Carvlina S}�P� �gr�e th�t th� Und��rtaki�g �h�ail �� €rnpl+�ment�d in �cc�r�ar��� +�Gth tk�e fc�il�wing stip�latrans in arder �a t�ke int� ��c�unt �h� �tfiects �f tf�e LJr�dertak�ng t�n the ���ta��c �ro�erty. �TIPULAfiI�NS iF�e FHV�lA sha]I en��ur� t�a� th� foil�wir�� �reasur�e� ar� ca�ri�d c�ut: I. Rhotc�document�tion vf t�e �harles F. �nd Ha�nrar� �ates ���n P�irr tc� the in�ti�kivn c�� cvr�s��'��kior�, N�GC�{]T �hall r�c�rd th� Ct�arles �, an� Howard �ates Farm and its surrvu�d�r�gs En acc�rdance wl�� t�� a�tached "�list�ric Struck�r�s �r�d L.and�c�p� f��CDi'��tl[}f� ��c��i�F ��4�?�1�1"I�1� �,�. NCC7�Q� SYE�II [���C]�f� Gfl�i�S 0'� ��'ll� documen�atior� with the �H�i]�, IV�[�C�T Hi�to�ic Architecture �rouP, th� Eaaise �+V, �a�es Esta�e ar�d t�e M�rsh� A. �itchi� Tr�st �+iti�in thr�� �3� �ears �f the ��c�cu�ion of this I��A. II. P�r�s�rv�tion and Restara�ion �f l.andsc�pe Features N�DO�f i� �or��uktat��� �+vith th� N��th Carc�lir�� SHRC�r ��re Elc�i�� V�. Cates ���t�� an� the Marsha A. �itchie Tr��t, shall d�velop and imp�emen�t � la�d�cape �lar� F�r th�t p�rt of tt�e �F��rl�s F. ar�d H�ward C��es F�rm di�ectl� irnpac�e� �y t�e underkaki�g �s�ec��icall�, the t�o� �of ti�e �oac��ray sl��ej. The plar� v�rill �r�ili�e �ateri��s frorr� n�tive �l�r�t c�mr��niti�s �r�d replace e�ci�t�ng fer�cing as r�e�c��sar+� ta �ee��E�!€s� � n�tura] ��pearan�e and c�rr�,pasiti�n, a� �+�ell �s help �cre�r� the farm �rom th� propc�sed roa�w�y�, f�CC�U� �2�ads�d� EnvFr�anr�er�tal �lr�i� shall inv�ntn�+ th� �xi�t�r�g �eatur�s �r�d �o�rdir��t� +�itF� th� pr�p�rty own�rs. �1�D�T His��ric �1rc�it���e �rc�up ar�d t�e Nc�rth ��r�lin� SH�CI �l�a�i r�v�euv and c�mme�t t�n tl�e �'esult�nt pl��. �II. R�`rn�ment o'� Desigr� N�I�+DT F�oadway C7e�ign Ur�i� shall I+�v��e�- th� prr�po��d r�adbed a�ppra��cima��ly tv�rn ko t�r�� f�e� b�elc�w the rc�adway d�sign c�rade in �h� vi�ir�ity �f klnnam�d Trib�tarY �L1T� t� MFI� C���k to r�duce the rri�ibility �f vehi�l�s on t�e prop�se� r�ar�iw�y �rom t�e Farm. U-31+�5►, Alamarree G"ot�rrty CA-�al�r 1�, �OU9 M�rraorar�iu,+rr ofAgr�err�er�� P�ge 3 vf 9 IV. Tre�atmen# o�f Isc�lat�d �4creage �ui�re use �f the 4.� acre� isal�t�d fr�r� �t�� r�st of the ��arl�s F. ar�d Howar�l Cat�s F�rm b�r �th�e �n�erta�ir�g is un�r�ovun �t tt�is tim�. f��bOT maY Purcha�e k�� �creag� �� an un�c,onor�ical �e�nn�nt or pr�v�de it v+ri� a�erv�c+� r�oad. if pu����sed, IVCDc�T s�a�l ir�sur� th�t in�c�rnpatiE�le ��ctiv�ties, ��ch� as �il]��ar� plac�rr�er�t, da r�ot vc�ur on tt�� land. V. 1,1r���r�i�ip�ted Disc�rre�-�r in ace�rdanc� w��h �6 ��R S�D�.�i�a�, if N���T id�ntifi�s �ny a�diti�r�al c�ltural �urc�(sj durlr�g �o�strx.��t€�n ��d c�etermir��� it (th�m� to l�� eiigit��e f�r the �lRHP, �II w�rit +�vill b� halked wlthin kk�e lim�ts of t��e hiRHP-eligil�le r��c�urc+e(s� �n� ��e FH1hr"A� and S�f�{� c��ta�ked. If a�t�� �c�nsukta�3�r� w�th th� �ignatary and C�ncurring P�r�y�ies� adaltic�r��� mitig�tior� is det�rmined nece�saryr th� h1�DC�T� ir� consul�tic�n vw+ith �Y�e SEgnatc�ry �nd �vr�curring P�rty�(i�s), v�+lll dev���op �nd 1m{�I�rr��r�t �p�prr�pri�t� pr�tec�c�n/rnitigatit�r� me.�sur�e� f+�r the ���ourc+�(s). In�dverten�k �ar accrden�af �iscc�vet�r �f human rem�rns will b� han�led i�n ac�c�rdar�ce with N�rr�h �arolir�a G���r�l �t�t�tes 6� �n� �Q; 'VI, Qysput�e I�esolution SF�ould an�r a� t�� �Egr���ot}� or C�ncurrinc� P�rty�E�s� �b�e�t within thirty �30} da�rs to a�r�y plans �r doe�rr��nt�ti�ir� �r�u�ded for revi�w pursuan� tc� ��is h�1C�Ar the �H`WA sh�ll cr�nsult vti+i� tf�� r��j��in� P�rk�Y'{ies� t[� �'esoive tl�e �bj�Ctian. Tf t�e F�11NA or vb��CEirrc� P��Y�Ees) d�t�rmir�es �that tP�e obje�inn �ar�r��t �e resc�lve�, tY�� FHINA wili forward alf c�o�urn�ntati�r� rel�u�nt �o the di�p�ate t� th�e C�ur�cil. 1�l�t�rin khirt�r {3C1� +�ays �ft�r re�eip� �af aJi per�inent d�cumentatior�, tf�e �oun�it �vill ei�h�r: 1� �r��rid� �he FFi'WA wi�th recomrr3�n�atior�s u�r��c� ti�e FHWA wil� take ir�t� a+�c��nt 1� r�acF�ing � final €�ecisiQr� �egardEng tf�� �is�ut�r ar �� I�otify th� �HWA� that Ft will ��mm�r�t pur��ar�� to 36 C�R S�ec��on �0�.7(�� and prvc��ed �� �omm�r�t. Any� ���r��il c�mrr�errt pra�+ide� �� r�sp�r�ss� to s�ch a r�q�e�t v�ri11 be taEcer� ir�tc� a�cco�n� by� t�e �HINA, in aecordance �+ith 36 CF� S�ion 8�0.7�c}��} +tv�th ref�r�nce t� the su�j�ct �f the dEs�ute. L!-.��C19, ,�lamance Cot�rrty CJcitx6er 12, ��t�9 NTerrx�r�nd�rrrr aJ`�tgr�m�r�f P�ge 4 m�� #�r�y r+�comrner�d��i�ns �r cornme�fi �rovid�d E�y th�� �a�uncil wrill t�� unders�to�d ta pert�in c�nly tr� th� subj�ct �f the di�pute; FH1NA`s r�sponsi�i9ity tv car`ry �u� �II c�� �khe �tkions u�t�e�- thi� ��reemen� th�t ar� n�t �f�e sub�ect �f th� di�put� wil! re�n.ai� un�c�artge� �iI I. 1#rn esn+d rrte n ts if anp �i�n���ry i� thi� M�� b�elie�re� �hrat i�s te�rrE� �n�r�t k�� c�rried �ut c�� that an arn�ndm�nt ��r tl�� terms m�u�t be rr�adef that (thasej partY�€e�j shall Imrne�iate�y ccrn�ult witF� the v�h�r pa�tY(ies) �� der+�lc�p arn�r�merr�s ir� �cc�rdan�e +w��l� �f ��F� 8��.�(c}���. If ar� amer�dmer�� carrnot b� a�re�d �par�, �F�� dispu�e r�saautaon �rc�c�ss s��t fc��� i� S�i��l��i�r� �li wEll be ��IBow�d. VIII. "Termina�#ic�n �ny Signatary t� this 1���4 m�y termin��e th� agre�rn�nt �y �rovi�lin� r�otice �t� th� �tf�er �artl��f �r.�v�d�d ��at th� �ig��to�i�s and �on��urfin� p�rLY(i�s� v,rill co��ult durir�g th� p��iod �rior tc� t+�rrnir��tion t�a �e�k a�r�err�ent +�n �r1��nti�rt�nts t�r �t��r �ckion� th�t wc�uld �voi� terrninati�r�. Term�in�ati�n o� this M�A v+rill r��uire carr�p�ianc� vwith �6 ��#� ��]0. This �3C7A may �ie t�rrnPr���e� �y t�he execu�i�n of �.st��se�u�nt �IfJA t�a� e�c�li�citly t�rr�in���� �r sup�r��d�� i� i�rrns. I�. D��a#ian I Jr�less �ermi€���� �t�rs�ar�t to �ttpul�tiorT VIII �bc�+re, this Iw10EA w�ll �e ir� efF�ct un��� F�I'�V�4, in cons��ka�a�n wi�� the �t���- Sf��atc�ry �nd Cc�ncurrin� F�arty�€es�� de��r'rr��r��s th�� all a� ��ts t�rrn� hav� satJsfa�.tQrii�y been f�l�ik�ed c�r if �1�D(�T is �u�a�le ar d�ci+de�s �o� t� cr��s�r��t �h� �lnde���n�. �J-31G��, Af�m�ar�� Cot�rat}{ (�ctoi�r 1�, �(1�+� 1�9�mc7rar�durra �fAgreaerrx�n�t #�e .�' �9' E�c�cuti�n �� th�� N�err�a�ra�d�r� ��f A�re�ment ��+ �hIVI�A� ��� �re No�th �arviir�a ��-i��, its ���seq��nt flinc� wikh tl�e �a�ur��ilr �Iflt� lili�]I�fT��T1��EC7f1 (]1� ��5 ��I''ffl`1S ��+i��n�� t�at FHVu'#� h�s �ffc�rd+�d t�e C�uncil an �p���rku�r�it�r ka cot�r7mer�t or� t.�� Un��r�akin�g �nd tha� FH��"J,� h�s �a�C�n i�tto ����ur�� �he efFect:� af the LJr���rt��Cing �� t�� hi�t�ric prc�p�rty. �F'11����s ��dera� hlFghv�r�y l�drninistra�kion ��� �ol�r� F. Sulli�ran III, �.E. C�i�ri.��or� ,��d�ini�r��c�r �,�.�'�..,� � :��..� �� 5ta�� �list�ori� Preservati�n +Df�cer Jeff��y � . C�-� N�r�h Garv�ina �t��� FILEI�: P�ervati�n �}�c�r �y: ,�dvisc�ry �+�un�i� �r� kii�#ari� Pre��rv��a"on f! �1C19; �Ic��r�� �'pu��jr 1�7eir�nra�r�d�rr� r�fAgre�,�ren� ���� �,��� l� � [3�te �at� � G�ctober 3�, �E�iJ� Pagre 6 af' 9 �������V� �F i��3������ �� R �* ��� ��� FEDEI�L FiIG�iVAf'A'"S�'' A�M�I�I�TR,ATiC�N �4�11] TH E IV�3l�TH �A�F��L�NA s�r�r� r��sT��;�c �����r�v�►�ri�r� �o��r�c�� ��� �� ��� ���������� ��8�,�4� T+LI� �]UT�I �OF �R t91�i �I�iR�. wwrr� �►r��� ��s�►r��, ������� �c�un�-�-�r� r�+��T� +��►�t��.atn�� T��' �F��]E� I�O. U-�1�� �Er���►�. �a�� ������:r n�a. �-�-��.���� ��e�uti�r� c�� �fi�is M�mor�ndu�n af A�reerne�t �y F�W'A ��rd th�� hl�rth Ca�oli�a SH�i�, its suase�u�e�t fil��g with �.he Coun�il, ,a�d rr�pl�m�ntatian af its t�rm� �r�ide��e th�� FH+�l� h�� �fFo�rc�ed the Cflunc�l a� �ppor�ur�i�y t� c�mm�n� on t�e U�d�rt�kin� and tt��t FH'�!A �a� k�k�n inta ac�our�t the �Ff��ts oF th� Und�rka�kin� or� t�e hiskr�ric �rc�p��rky. ��N��IFt: �No�rth Ca�alin� l�e�artm�nt [�f Tr�ns�ort�ti+�n R�b�rk�An�revv�y�i+er, P.E. Hum�n �r�r�ir�r�!m�ent Ur�it He�� U-,�.1€T�, ,Q1�rrr.�r�ce C�c�n[y M�n�or��rd�rm o,f Agre�,rxrerrt D�k� C?ct�b�r 1 �, ��� �s'J� J7 {/K 7 ����/�,7��� �! ��������� ��F TT��l7 �*�4 ����RAL HIC;N'V%I'AY �4[3MIN��TF�4TI��1 Al�b 1'HE n�a��W c���u��► �TATE 1-lI��7RI� PR���R1�'14TI�IN �f�FIC�R F�f�. �� 119� R.EL(��A��� �-s�,��c� ��a ��ur� �� s� t��� ����. r�r�rr� �.a►r��� ������r �����'�� ������ ����� ������� �� ��+����- rio. u^��.a� ���]�RJ�I�. A�I3 I�I����+�T N�. 5"T�'-�1�,9�,1� E�c�c[�t�an pi th�� i��rnc�rar�durrr +�� A�rcem�nt by �H+J11A ar�d th� N�rth ��r�IGr�a �M��3, its �t��i�e���n� �ilir�g u�,+it� the �oun�fl, ��d impf�r��n�tivn �� �ts t�R-ms �v�d�r�ce t��t ��V4'A f�as affvr�ed the C�un+�il �n o�p�rtur�ity tc� �€�nr�m�nt ar� �h� Llnder�fcing and kh�t F�-11�+'A� h�s t�k�� ���to ,�cc�ur�t th� ��� �P t�� Un�erta�in� on tl�� �i�tr�ric prc�pert�'. ��I�CUR: �ioise w. C���� ��tate !� C�'a�rry � �xt���trr�c. �f�3l�r? .�farrr,�rr�� �'c�u+�l`r' , �lt��t�r�rrr{urra c�f rly�rt�r�'r7r�rrr Ci��e �f��b�r f�. �r0�'i?� 7 ME�"Ii��A[V[��I�+1 C'�F �4C�F�E�ME�11' �ETViII�� � I�I TF� E F�D�ERAL HI�HWA�'� AD�+II1���'RA�IC�N �41� I]� TH E N�R,TH �AFt�LI1+�A �T�4TE HI�T�FtIC P'F�����1�ATI��I [���i�E� �C��t NC 119 �E L��AT��1� ������c� r� �c��r� t�� ��.1��� ����, w�rr� �a�r�) �++�EBA��, A�NIA�1�E C+C��INTY, 1��3RfiH �CI�F��]LI�I�A� T�� i�Rt`�]�CT �l+D. U-��.t�� �����t ��� ������:-r r��. �-r�-�.����� Ea����'ki�r� �f �is Merr��rarrdum �f ��r��rn�nt t�� FF-1+J�+A ar�+d the f�t�rkh �ar[�ltna SHPC�, i�s �ub�e�q�,��t filing +witi� the ���ncrff an�i imprer�e�t�tipn �f it� terr�s ��ider��� th�t �HU�,� has �ffC�rd�d t�� ��ur�cil �n ����rtu�ri�y tt� Cc�r�1r1���t �rn t�e U�dert�kin� and thafi '��WA �t�s t�k�n Irr�� �ccc�unt th� c�ff�cks �f th� Un�i�ert�kinc� �� t�e hi�tor�� p�r�p�r�y. +C[���UR: h��r�ha 1� Ritc�i� irust h'I�r�ha RMt�hi� A�trr�eyer Qa�te U-31�.�, A1�rrtar��� Ccrur��y t?t'tc�Ger 1�, �OL�.� Merr7vr�rrrlr�rrr �f �#,�r�rrr�nt J�'a� 9 e�9 A�PE�iD�C �l Histaric �tr�ct�r�s a�nd I..�r��iscape ���ar+d�t�on Plan N+C 11� F�ei+�cati�r� I�-8��40 tn Sautl� a� SR �.�18 �1�+1r�s, �N�it+� La�e� Ml��ane, �41�m�n�� +C�unty� �I+�r#� Caro��n� TI� �ra�ect N�. l�-�iLi� F�der�f �ki�d Prc�j�.# �la. STP"-�119��1� PF�oto�raphi� Req�irernent� � �+erall �ri�v� �f kF�� �h�rles F. �nd F�award �a�es F�rrri �nd itS immediat� s�rr�u�ding�: f�vet�all uiev�+s oF tF�e f�r�roS�e��d �r�� relat� fi��ds �r�d +w�Qdl��nd; �lev�tivr�s an�d o�laq�e v�iew� of �II com�ne�t buildi�rg�d �ttructuresf and lan�s�ca�e �I�ment� a�d d��aiEs �of r��r�s��t���ve �tru��aral �nd �rr�a���t�� Feat�r�e�. Ph�o�oc�raphi� f�r�a� AII images ��19 t�� c��tur�d, I�bel��l, �nd st�re� �c�q�r�dirtg t� the �ivrk.h �Carc�Ei�a State F�ist+�ric Pr+�servativn C�ffi�ce's "�c��i�r ar�d �uit�e�ines for D�i+yital Fh��c�graph�y for Nist+�ri� P��r�y �ur�eysr f�atit��aM R+et�isk�r N€�mfna�iofl� and NRA� PowerR'vint Pre�entatic�ns, Revi��d i�c�vemb�r � ��(�' fR �a �O�leS �nd Cui�tlon C3n� �i� s�t v� afl �hot��ra�hic dr�c�men�a��c�n v��ll �� d��o�it�d wfth �h� hl�rth Caroiirt2� Divisi�n c�f Arc��v�s and F9istofiyJ�ta�� i�isto�lc Pres��r����r� �Ofti��f t� be m��� a p�r€�an�nk park c�f the sta���ride� sur�+ey ��� icanr�grapi�i� c��lectio�n; Jne (1) s�� �f �II p#�c���gr�pt�fc d�umer�ta�ion �vil! be deposf��i ir� t�� fil�� af t�e H���vric Ar�hit�Ct�re ��t�up of NC�T; Qr�e ��� set of �al photog�F�phiC d��m+�r�t��i�n will b� pr�vided for repr+e�e�ta�ive� c�f [kt�e Eloi�e I�tif. �tes E�at� ar� th�� i�1�rs�a �. Ritehie Trust. U-3�fJ�, Al,�r�rarrc� �o�rnt}� �'totr,�r 1�, ��.9 M�r�ror��adurrr of,4gr�rrrerst SHPO CONSULTATION ON ARCHAEOLOGICAL ISSU�S J.�n�u.+aY z�, zoos PROJBCT: TIP # U-3109 NC 119 Relocation - Axchaeological input on new Altematives NCDOT ARCHAEOLOGIST(S): Bcian Ovetton, Paul Mohlec CONSULTATION WITH: Dolores Hall DATE: January 24, 2003 CONSULTATION TYPE: ❑ T�t,erxoHs � Mae'['iNc Paul Mohlex and I mec with Doloxes Hall oE OSA on]anuary 24, 2003 to discuss acchaeological issues fox new and/ox sele<ted altexnadves fox the NC 119 Relo<auon Pxoject in Alamance County (TIP # U-3109). Tluee alrema[ives (8, 9 and 10) wexe selected fox detailed study as a xesult of the NEPA �nexgex team meeting on June 13, 2002. We ceviewed the pxevious uchaeological woek complered by NCDOT axchaeologists ovex the past sevexal yeaxs (Glovex 1996, 1997, 2000). In addiuon to aenal mapping oE the pxoposed coxiidozs, topogtapMc mapping showing pxeviously sucveyed axeas and idenufied sires wexe also studied a�d discussed. We conduded that the pxevious aechaeological surveys have coveced che APE (Axea of Potenrial EfEects) fox the duee altematives being coosidexed. It is unlikely that the pioject will impact any undiscovexed acchaeologiwl sites eligible foc the Nadonal Registu of Histoxic Places. Doloies Hall fuxthex commented thac the eligble Cool� s Mill (31Am369**) should be avoided, if possible, as noted m pxev3ous documents. No fux[hei amhaeological woxk is ezpected Eoi this pxoject. Michacl P. � sley, Govcmo� iJ.��m c. �a.a��, snre�,.y JcfbcY.l. Ro�v� Ucpury Sccreeury Jaouary 4, 2005 MEMORANDUM TO: FROM: North Cacolina Department of Cultural Resources State Hie[oric Pceservation Office 1}¢r II. SanJbaX, Adminuimme Office of Ar<hivcs and Hisrory Divi ofHismncelRcsomccs oa��d e�o�k o�«ao� Matt Wilkexson, Axchaeology Supecvisox Office oE Huenan Envuonment NCDOT Divis�on o£Highways Petet Sandbeck�g�/ �/Z[Y-�ua.�X� - l> SUBJECT: Phase I Investigation of 31AM392, Addendum to the A�chaeological Study, !� � 31 D`� NC 119 Relocaaon, State Pxoject 8.1470901, WBS# 34900.71, Division 7, Alamance County, ER 94-8152 Thank you fox youx lettex of NovemUet 12, 2004, vansmitting the addendum axchaeological repoxt by Getold Glovex, Ph.D. fox the above project. We apologize foi the delay in oax xesponse. Fox puxposes of compliance with Secuon 706 of the National Historic Preservation Act, we concux that the following pxopexty is not eligible fox listing in the National Registex of Historic Places undex cxiterion D: 31AM392 This Middle and Late Atchaic and Late Woodland sire has been distuxbed by landscaping and ecosion and dces not retain sufficient integxity to yield inEoxmadon impoxtant to pxehistory. We concue with Dx. Glovei's xecommendation Eo� no addiuonal acchaeological investigation at this site. 'Phe above comments ue made p�usuant to Section 106 of the National Historic Pieservation Act and the Advisory Council on Histoxic Pxese�vation's Regulauons fox Compliance with Section 106 wdified at 36 CFR Paet 800. Thank you fox youi coopexation and considexation. IE you have questions concexning the abwe cotnment, please contact Renee Gledhill-Eaxley, envixonmental xeview cooxdinatox, at 919/733-4763. In all futuee communication concexning this pxoject, please cite the aboveaefuenced txacking numbex. cc Gaty Glovex, NCDOT .o�000� .........a.__._.. ADMINISTMTION 50]N.Ulount5veeepPnleigFNC 161]Mnd$ervice(:rnre50.aleigM1NCT14999G1] R65iOMT10N SISN.111num5uw�,NaleiqhNC �ILI1Ml5cmccQnrcpllnlaiqFNC3]699-NI] SORVBY&PWNNING 95N.NIoumSvec�,Riln6M1,NC Vil]MeilSeMceCmmqNilci6FNC2]699-061] ��i����;�,��`, North Carolina Department of Transportation StUC[11�vilfei ...,....,� Highway Stormwater Program � �' STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 34900.1.1 TIP No.: U-3109A Count (ies : Alamance Pa e 1 of 4 General Project Information WBS Element: 34900.1.1 TIP Number: U-3109A Project T pe: New Location Date: 2/25/2016 NCDOT Contact: William (Bill) S. Zerman, Jr. PE Contractor / Designer: W. Henry Wells, Jr. PE Address: NCDOT Hydraulics Unit Address: Sungate Design Group, PA 1590 Mail Service Center 915 Jones Franklin Road Ralei h, NC 27699-1590 Ralei h, NC 27609 Phone: 919-707-6755 Phone: 919-859-2243 e�. 202 Email: bzerman ncdot. ov Email: hwells sun atedesi n.com CitylTown: Mebane County(ies): Alamance River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 3.44 miles Surrounding Land Use: Urban, Residential Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 70.8 ac. 16.8 ac. Typical Cross Section Description: The pavement consists of 2-12' lanes and a 4' paved shoulder in each direction with a N/A raised 30' median. In cut sections, the roadway ditch will have a 6:1 front slope and a 4:1-6:1 back slope. For Site 1 and 2, the 4' paved shoulder is replaced with a 14' lane and C&G. Annual Avg DailyTraffic (veh/hr/day): Design/Future: 25,400 Year: 2036 Existing: 21,100 Year: 2016 General Project Narrative: A combination of grassed swales, roadway ditches and structural BMPs (Preformed Scour Holes, Energy Dissipators and Hazardous Spill Basins) were used to minimize the (Description of Minimization of Water Water Quality Impacts. In most locations, the outlets for the storm drainage systems were placed at least 50 feet from the Jurisdictional Stream. However, due to topography Quality Impacts) none of the lateral grass swales located along the embankment fill slope met the recommended minimum length of swale. Waterbody Information Surface Water Bod 1: McAdams Creek NCDWR Stream Index No.: 16-18-7 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SI Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �-1����ti,i1y North Carolina Department of Transportation SfOY'[1;1�vc1#`C 1' � ,,, _,.,. Highway Stormwater Program � � STORMWATER MANAGEMENT PLAN _. (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 34900.1.1 TIP No.: U-3109A County(ies : Alamance Pa e 2 of 4 Additional Waterbody Information Surface Water Body 2): Back Creek (Graham-Mebane Reservoir NCDWR Stream Index No.: 16-18-(1.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: Hi h Quality Waters HQW NSW Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (3): UT to Mill Creek NCDWR Stream Index No.: 16-18-3-2-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl II WS-II) Supplemental Classification: High Quality Waters (HQW) (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SU Buffer Rules in Effect: Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) ����j��:�,t�y North Carolina Department of Transportation SiormwaY�r ��,��,,�,,, � HighwayStormwaterProgram ����� STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: U-3109A County(ies): Alamance Page 3 of 4 Preformed Scour Holes and Energy Dissipators a ion oor ma es rainage ipe ruc ure Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod T pe Riprap T pe ac Structure in cfs fps Buffer Rules? $ gp+50 -L- LT (1)McAdams Riprap Apron / Pad Class'B' 0.3 Pipe 15 1.3 0.6 N/A 36.0814538/-79.2943632 Creek �� 97+gg -L- LT (1)McAdams Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.2 0.3 N/A 36.0861900/-79.2932986 Creek 10 100+70 -L- LT (1)McAdams Riprap Energy Class I 7.5 Pipe 30 18.3 1.3 N/A 36.0869283 /-79.2932099 Creek Dissi ator Basin 12 130+50-L-LT (1)McAdams PSH Class'B' 0.5 Pipe 15 2.0 0.6 N/A 36.0948746/-79.2943008 Creek 13 140+50-L-LT (1)McAdams pSH Class'B' 0.7 Pipe 15 3.4 0.7 N/A 36.0973282/-79.2957894 Creek Additional Comments e er o e es anagemen rac ices o0 ox , an ar s, e e era ig way minis ra ion y rau ic ngineering ircu ar o. - , ir i ion, y rau ic esign o nergy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. E Ii¢;Iltv��y North Carolina Department of Transportation \ Stc�rtllwc�ter Highway Stormwater Program � STORMWATER MANAGEMENT PLAN _ (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 34900.1.1 TIP No.: U-3109A County(ies): Alamance Page 4 of 4 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules? 15 161+g2 -L- RT �2�gack Creek Hazardous Spill Basin 1.00 0.90 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2480.0 cf 2630.0 cf N/A 36.1028543 / -79.2946013 (cf) 16 179+68 -L- RT �2�gack Creek Hazardous Spill Basin 9.70 1.45 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 6560.0 cf 7526.0 cf N/A 36.1058795 / -79.2901163 c 27 20+90 -Y16RPA- LT �2�gack Creek Hazardous Spill Basin 3.30 1.10 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 3740.0 cf 4760.0 cf N/A 36.1088473 / -79.2838139 cf 39 32+55 -Y20- LT (3)UT to Mill Hazardous Spill Basin 1.00 0.70 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 2300.0 cf 2590.0 cf N/A 36.1018606 / -79.2932411 Creek c "Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments � C 6i � � u r 6 � O O 0 DETAIL 1 SPECIAL LATERAL 'V' �ITCH � No� �o s<eie� �.ai � . °` � r�n G�ou�d 3;� F��s� Slope D Min. D= 7.5 Ft. FROM STA. 10 i 00 TO STA. 14 �r 33 -L- RT FROM STA. 10+83 TO STA. 13+00 -RPA- RT FROM STA.13+50 TO STA.17+00 -RP� RT FROM STA. 19+50 TO STA. 20+68 -RPB- LT FROM S7A. 13+00 TO STA. 16+50 -RPC- LT FROM STA.59+60 TO STA.67-36.6 -L- LT FROM STA. 62+85 TO S7A.64+50 -l- LT FROM STA.11+00 TO STA.12+90 -Y19- LT DETAIL 2 SPECIAL L4TERAL 'V' DITCH � No� w s�aia� c�o� n ?:� i.. . a\o ac `sioae D Min. D= i.0 Ft. FROM STA. 11+50 TO STA. 12+38 -YSB- LT FROM STA. 15+00 -RPD- RT TO STA. 19+09 -RPD SPUR- RT FROM STA.31+00 TO STA.33+50 -Y7A- LT DETAIL 9 SPECIAL LATERAL 'V' DITCH � No� �o s�ole7 � rni Nmurai a� °� s�°Pe Gro��d Z:) p F� �e� d Min.D= 2.5 F. Mox. d= 2.5 Ft. Type of Liner= PSRM FROM STA. 76+00 TO STA. 17+13 -Y6A- LT FROM STA.29+15 TO STA.31+00 -Y7A- RT DETAIL 10 SPECIAL LATERAL 'V' DITCH (Noflo Smle) r�n GaNral p'� �� Slope ound 3�� �� �te� a'_ _ D M��. o= z.o F�. Type of Llner- PSRM Mox. d= ].0 F. FROM STA. 54 I� 75 TO STA. 61 1 25 -L- LT FROM STA. 17+25 TO STA. 18+50 -YbA- LT FROM STA. 12+50 TO STA. 14+00 -Y13- LT FROM STA. 26+00 TO STA. 26+70 -Y16RPA- RT DETAIL 3 SPECIAL CUT DITCH (No��o Scale� - From on�n �,oi 9J °` sioae o:o��a 3.� p F\o��s� DETAIL 11 Min. D= 1.5 Ft. SPECIAL LATERAL 'V' DITCH �Nm,a s<oi�� FROM STA. 71+00 TO STA.13+00 -L- LT FROM STA. 13 �i- 90 TO STA. 14 i� 50 -Y2- RT o� � FROM STA. 11+68 TO STA.12+25 -RPC- RT How.ai ,_ ,�.� r�n FROM STA. 14+10 TO STA.15+00 -YB- RT �`°""a a.� p F�a^`` siope FROM STA.17+00 TO STA.17+50 -Y26- RT DETAIL 4 M�� o= z.o F� STANDARD 6ASE DITCH FROM STA. 62+60 TO STA.64+50 -L- LT �No�b 5cole) G��,ai Ha��,oi aund z� ,L.� Groun D Min. �-2 Ff. � B=5 Ft. FROM STA.11+d5 TO STA.11+67 -Y7A- LT DETAIL 12 FROM STA. 126'-21 TO STA. 126+40 -L- RT SPECIAL CUT �ITCH FROM STA. 127-17 TO STA.127+45 -L- LT I�ono s�eie� .� t .. D'i��h a�urol y� � c Slope DETAIL 5 �,o��a a:� p p\�e STANDARD BASE DITCH � Noi+o s<olel Min. D= 2A Ft. Natural ����d - � cround FROM STA.65+10 TO STA.67+00 -L- LT ?'� D ti�' FROM STA. 17 i� 00 TO STA. 18 I- 70 -RPD- LT Min. D-2 ft. I q I B-VARIES 2-7 Ff. �--i FROM STA. 78+12 TO STA. 78+32 -L- LT FROM STA. 157+20 TO STA. 157+60 -l- LT DETAIL 6 SPEQAL LATERAL 'V' DITCH (H ��o Scale) � ♦°` rn eb��e z:� F�o s` siope D Min. D= 1.5 Ft. FROM STA. 15+00 i0 STA.18+50 -Y13- RT FROM STA.17+15 TO STA. 18+00 -Y13- LT FROM STA.10+75 TO STA.12 I�40 -Y19- RT FROM STA.31+50 TO STA.32+27 -Y16- RT FROM STA. 32+27 TO STA. 33+50 -Y16- RT FROM STA. 33+10 TO STA. 34+50 -Ylb- LT FROM STA. 19+88 TO STA. 20+25 -Y20- LT FROM STA.10+15 TO STA. 12+50 -Y26- LT FROM STA. 29 i 00 TO STA. 321 00 -Y10- LT FROM STA.33+75 TO STA.35+50 -V10. LT FROM STA. 36+00 TO STA. 36+80 -Y10- RT FROM STA 13+50 TO STA. 14+50 -Y71- LT FROM STA.18+00 TO STA.19+50 -Y16RPA- RT FROM STA. 32+60 TO STA. 33+58 -Y20- LT FROM STA. 33 i-10 TO STA. 34 I-22 -Y20- RT DETAIL 7 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCAIE� � Gnruano 3,'I � � _ 3 FROM STA.42+10 TO STA.44+00 -L- LT FROM STA. 46 �I� 62 TO STA. 49 i..50 -L- LT FROM STA, 49+75 TO STA. 52+20 -L- LT FROM STA. 60+00 TO STA. 62+37 -L- RT FROM STA. 65+70 TO STA. 67+00 -L- LT FROM STA. 17+11 TO STA.20+50 -Y7- RT FROM STA 21+00 TO STA.21+90 -Y7- RT SPECIAL CUT BASE DITCH ( N I l0 5<ole) Haw.ai Grou�d 3.� p�� N� D'e�h d � F\� e c B Min. D=2 ff. Mpz. d=2 FI. B=2 Fi. of Liner= PSRM FROM STA.11+70 TO STA.15+10 -VbA- L7 DETAIL 14 LATERAL 'V' DITCH �No�ro Scole� Nmu.ai � � � � r�ii Giound 3.� 3� i"?+. slope D Min. D= 1.5 Ft. 6= 5.0 Ft. FROM STA. 69+95 TO STA. 70+75 -L- RT FROM STA. 69+95 TO STA. 70+10 -L- LT FROM STA. 70+10 TO STA. 70+68 -L- LT FROM STA. 96+50 TO STA. 96+80 -L- RT FROM STA. 10+95 TO STA. 111-56 -Y7A- LT FROM STA.725 i-36 TO STA.726-20 -L- RT FROM STA. 126+95 TO STA. 127+30 -L- LT FROM STA. 132+22 TO STA. 133+32 -L- LT FROM STA.157+77 TO STA.158-75 -L- RT FROM STA. 182+25 TO STA. 188+00 -L- RT DETAIL 15 L4TERAL BASE DITCH � n � ro scoiei _I - I Ground Z�/ D ti'� �����' Slope d GEOiEXTILE -� , g Min. D=2 Ft. Mox.d-2 F. 'when B is < 6.0' H-2 Ft. Type of Liner= GL 'B' Ri�Rop 6-5 Ft. FROM STA.lOBI-24 TO STA.lOB�i 69 -L- LT FROM STA.148+00 TO STA. 154+65 -L- RT FROM STA.180+00 TO STA. 182+25 -L- RT FROM STA. 26+00 TO STA. 26+50 -Y76RPA- RT PROM SiA. 18+50 TO STA. 19+98 -Y10- RT FROM $TA. 20+40 TO $TA 22+50 -Y70- LT DETAIL 16 LATERAL BoSE DITCH � No� Scalel b �,ai C- � F,u c,o��a 2i p 2? i���. sioce d g Min. D= 1.5 Ff. - Max. d= 1.5 Ft. B= 2.0 Ft. 6= 5.0 Ft. Type ofLiner�- PSRM FROM STA. 94+00 TO STA. 95+00 -L- LT DETAIL 17 LATERP.L BASE DITCM (Nofla Scale� b NaNral � Fill Gro��d ?�� p ,y�� ���h�, slope d g Min. D- 2.0 Ff. Mox.d- 2.0 F. B- 4.0 Ft. 6- 5.0 Ft. Type o(Liner= PSRM FROM STA. 95+00 TO STA. 97+50 -L- LT DETAIL 18 LATERAL 'V' DITCH �Noim scoie� Gro�,ai � I �-' v'�n und 7� �,�� 1"ht. Slope D Min. D= 2.0 Ff. b= 5.0 Ft. FROM STA.11+86 TO STA.13+50 -Y6- L7 FROM STA. 15+75 TO STA. 18+50 -Y6- RT FROM STA. 132+10 TO STA. 132+22 -L- LT FROM STA. 154+70 TO STA. 156+25 -L- RT DETAIL 19 LATERAL 'V' DITCH (Noi�o s�aie� 6 ��o� �- F'ill Gro�nd `!') p 1"iF�. Slope d Min. D= 1.5 H. Mox, d- 1.5 Ff. 6= 5.0 F. Type of Liner= PSRM FROM STA.13+50 TO STA.15+60 -Yb- LT FROM STA.16+79 TO STA.18+50 -Yb- lT DETAIL 20 LATERAL BASE DITCH (No��o Scole) �NaNral Gro�nd 3,� p 3�� t'iFt- F�II sioca I e I Min. D= 2.0 Ft. I"� 8= 2.0 Ft. b= 5.0 Ft. FROM STA.15+67 TO STA.16+55 -Y6- LT FROM STA. 62 I� 85 TO STA. 63 I� 00 -L- LT FROM STA. 779+03 TO STA. 180+00 -l- RT FROM STA.19+45 TO STA.20+40 -Y10- LT DETAIL 21 SPECIAL LATERAI BASE DITCH � Nof �0 5<olc� NaNral � o L Fill Ground 1:� - D �\p�e� Slope d_.. Geore,ale B Min. D=2 Fl. Max.d=2 Ft. TypeofLiner= CL'B'Rip-Rap B=2Ft. FROM STA. 58+25 TO STA. 59+60 -L- LT FROM STA. 20+00 TO STA. 21+05 -Y16RPA- LT DETAIL 22 SPECIAL CUT BASE DITCH �H rro s�oie� Hawroi F,om Ground ,�. b�� � pX�F '� I o�I F��g sioaa � Min. D=Z Ff. B-2 Ft. FROM STA. 15+10 TO S7A. 17+13 -Y6A- LT DETAIL 23 SPECIAL LATERAL BASE DITCH �Nm�o s�oio� Nv�urol � o� Fill Graund 3�� p p� Ne� Siope F�o J Min. D=2 F. B=2 Ff FROM STA.59+60 TO STA.61+36.6 -L- LT FROM STA. 63+00 TO STA. 64+50 -L- LT FROM STA.108+20 TO S7A. 109+75 -L- RT ��L.\l_�� DETAIL 24 LATERAL 'V' DITCH ( No� �o S�ale) G�o�nd 2.� p �;� t"F1. 5'lape a c�o��.�a� Min. D=1.5 Ft. Mox.d=1.5 F. Type of Liner- CL'B' Rip-Rap 6=5 Ft. FROM STA.68+50 TO STA.69���65 -L- LT FROM STA. 70+68 TO STA.72;00 -L- LT FROM STA. 8G+50 TO STA. 64+93 -L- LT FROM STA. 85+50 TO STA. 86+60 -L- RT fROM STA. 126+00 i0 STA. 126+95 -L- LT DETAIL 25 SPECIAL LATERAI BASE DITCH � Nol lo Scale� Nat�ral F'�o A, Hs� Fill Gro��d oi�e � P� 5iope d � B Min. D=1.5 Fi. Max.d=1.5 F. Type of Liner= PSRM B=2 FI. FROM STA. 17+06 TO STA. 17-60 -YbA- RT FROM STA.l0�I�65 TO STA.13+50 -Yll- LT DETAIL 26 LATERAL 'V' DITCH INo�to Scole) 1 � No�urol - F�II Ground 3.� �� 1"iF�. Slope D Min.D= 1.0 Ff. 6= 5.0 Fl. FROM STA. 11+65 TO STA. 72+31 -Y7A- LT FROM STA. 84+93 TO STA. 85+14 -L- LT DETAIL 27 STANDARD BASE DITCH �Nor�o Scole) Natural NoNrol Ground Z.� ,L.\ Gro�nd D Min. D=7 Ft. � 8-4 Ft. FROM STA. 106+03 TO STA. 108+37 -L- LT FROM STA.162+25 TO STA.162+50 -L- RT DETAIL 28 SPECIAL LP.TERAL 'V' DITCH 1 �m ro s�oie� Na�ural p�� �� Slope Ground z:) p F� �e` a Gco�ex�ilc- Min.D= 1.5 Ft. Type of Liner= Closs 'B' Ri�Rop Max. d= 1.5 Ft. FROM STA.29+70 TO STA.31+00 -Y7A- LT FROM STA. 22+50 TO STA.24+00 -Y10- LT FROM STA.11+00 TO STA.14+00 -Y13- RT fROM STA.32+33 TO STA.32+60 -V20- LT DETAIL 29 STANDARD BASE DITCH � Na� �a 5<ale� NoNrol Na�ural Gro�nd Z� D 1� Graund Min. D=2 Ft. I g � B-3 Ft. ~� PROM STA. 40+38 TO STA. 40+51 -L- RT FROM STA. 76-84 TO STA. 17+10 -Y6A- RT FROM STA. 17 � 14 TO STA. 17 -I� 30 -YbA- LT FROM STA. 15+05 TO STA. 15+24 -Y6- RT FROM STA. 15+56 TO STA. 15+64 -Y6- LT FROM STA. 65+40 TO STA. 65+67 -L- RT FROM STA. 70+00 TO STA. 70+20 -L- LT FROM STA. 70+66 TO STA. 70+89 -L- RT FROM STA. 85+05 TO STA. 85+33 -l- LT FROM STA. 86+55 TO STA. 86+72 -L- RT FROM STA. 28+48 TO STA.29+34 -Y10- RT FROM STA.30+45 TO STA. 31+58 -Y10. RT FROM STA. 77+81 TO STA. 18+06 -Y16RPA- RT FROM STA. 20 �i� 93 TO STA. 21 �i� 38 -Y16RPA- LT DETAIL 30 LATERAL'V' DITCH i noi m s�aie� �I_' b �_II Not�ral � I ~ ' Fill Graund 7:l p .�.� �'�F�. Slope Min. �=1.5 Ft. 6=5 Fi. FROM STA. 23+50 TO STA.28+00 -Y6- RT FROM STA. 96+80 TO STA. 97+25 -L- RT DETAIL 31 SPECIAL CUT DITCH �Notfa Scale) o'rtcF NONroI � p'� �gc Slope Ground 7�� p F\o Min. �=1.5 Ft. FROM STA. 26+00 TO STA. 28+25 -Yb- LT FROM STA.17+62 TO STA.14-25 -Ylb- LT FROM STA. 14+25 TO STA. 20+15 -Y16- L7 FROM STA. 19+00 TO STA. 20+15 -Ylb- RT FROM STA. 20 i� 15 TO STA. 21 i OD -Ylb- RT FROM STA.40+50 TO S7A.42+50 -Y76- LT FROM STA.45+00 TO STA. 46+02 -Y76- LT FROM STA.45+00 TO STA. 46+06 -Y16- RT FROM STA.20+00 TO STA.21+00 -Y20- RT FROM STA.18+50 TO STA.19-20 -Y20. LT FROM STA.76-50 TO STA.77��-50 -Y20- LT FROM STA.09+70 TO STA. 12+00 -Y20- RT FROM STA.09+70 TO STA. 72+00 -Y20- LT fROM STA.26-50 TO STA. 30+00 -Y20- LT FROM STA. 23+50 TO STA. 24+09 -Y16RPA- RT DETAIL 32 SPECIAL LATERAL BASE DITCH �Notto Smle� flll Go��a 7:/ - o AF�o"e< sion� �B , Min. D=2 Ft. B=2 Ft. FROM STA.11+10 TO STA.11+50 -Y13- LT FROM STA.111+10 TO STA.111+50 -L- RT DETAIL 33 LATERAL 'V' DITCH �no�ro scale) Na�urol 1 I �- � Fill Grau�d 7.� �,� 1"/.t. Slope D Min. D=1 Ft. 6=5 Ft. FROM STA. 76+50 TO STA. 78+00 -L- LT DETAIL 34 LATERAL BASE DITCH �No��o S�ole� ��NoNrol Ground 1� p �;� �^��, F�il Slopc I e � Min. D=1.5 Ft. ��•J B=2 Ft. 6=5 Ft. FROM STA.162+25 TO STA. 162+35 -L- RT DETAIL 35 SPECIAL LATERAL 'V' DITGH �Na�eo Scole� � F'ill A.1 °� Slape c,o� n ?.� p P°00 a Min. D=1.5 Ft. Type of liner - PSRM Max. d=1.5 F. FROM STA.12-40 TO STA.12-70 -Y19- RT FROM STA.32+50 TO STA. 33+65 -Y10. LT FROM STA. 36+50 TO STA. 37+00 -Y10- LT DETAIL 36 SPECIAL CUT DITCH � Na� m s�aie� Front urol � P'� °< S�lope G�o�nd 4,�� D E\ �g` - Min. D= 1.5 F. FROM STA.193+00 TO STA. 193+50 -L- RT FROM STA. 24+61 TO STA. 25+00 -Y20- RT FROM STA.24+00 TO STA.25-60 -Y16RPA- LT FROM STA. 21 �I� 50 TO STA. 22 �I� 50 -Y20. LT DETAIL 37 RIP RAP AT EMBANKMENT I�or�o s<oie� to m�n. DifcF 1.0'min. 1 N Grodc �'- GEOTEXTILE � Type of Liner= B TONS,CL I Rip-Rap Geo�e.rile= iJ SY STA. 33+59 -Y20- LT STA. 34+36 -Y20- RT STA. 19+98 -Y10- RT STA. W+65 -Y71- LT DETAIL 38 SPECIAL CUT DITCH �N ��o Smle� - Fro D"i�ch � 1 °� lo ural d'. 5 pe Gro��d ?'1 D p\ �e� oye' Min. �=1 Ft. FROM STA.12+00 TO STA. 13+15 -Y56- RT DETAIL 39 STANDARD 'V' DITCH �Not�o Scale) NuNrol Nafural Ground 1,� ,`.� Ground d � Geo�ertile Min. D=2 Ff. T eofLiner= Class'B'Ri�Ra Mox.d=2Ft. FROM STA.154+50 TO STA.154+92 -L- RT FROM STA. 157+66 TO STA.157+89 -L- RT DETAIL 40 STANDARD BASE DITCH ( Not �o Scale� Nai�,ai Nm�.oi c,o��a ?_, ..O 1� c.a��a Min. D=1.5 F. �I 8-2 F. FROM STA.20+20 TO STA. 20+36 -Y20- LT FROM STA.12+18 TO STA. 14+07 -Y16RPA- LT FROM STA. 25+90 TO STA. 26+04 -Y16RPA- RT FROM STA. 25+57 TO STA. 26+06 -Y16RPA- LT FROM STA. 25+99 TO STA. 26+12 -Y16RPA- LT FROM STA. 32 r 97 TO STA. 33 �i�� 38 -Y10. RT FROM S7A.33+56 TO STA. 33+89 -Y10- LT FROM STA. 29+06 TO STA. 29+25 -Y7A- RT FROM STA.17+30 TO STA.17+50 -Y71- LT DETAIL 41 STANDARD 'V' DITCH �Noiro s�aiQ� �.oi � N ��a� Ground Z� 1� Gro�nd D Min. D=1.5 Ft. FROM STA. 147 i- 87 TO STA. 148 -I 66 -L- LT DETAIL 42 STANDARD BASE DITCH � no� �o s�aiel NoNral Natural Ground 7:� � ,y� Ground d � G�o�e.nl� g Min. D=2 ft. Mox.d=2 F�. �wne� B I: < 6.0' g=2 F�. Type of Liner= Closs'B' Rip-Rop FROM STA. 23+70 TO STA.24+28 -Y16RPA- RT DETAIL 43 SPECIAL CUT DITCH �No��o Smle7 NaNral A� �( Slape Ground 7.� - D ��o��e� d Min. D=1.5 Ft. Type of Liner= PSRM Max d=1.5 Ft. FROM STA. 19+50 TO STA. 20+00 -Y20- RT FROM STA. 32 �-00 TO 33-10 -Y20- RT DETAIL 44 TOE PROTECTION �No�b Scole) �F� �e Nat�ral'- ,�1°\�S�oP Gro��d b F � �_d d=2 Ft. 6-4 Ft. Geotex�ile Type of Liner- Class'B' Ri�Rap DETAIL 45 SPECIAL NT DITCH (Notio Scole� F�� h Nmu.n� � 9'� � smce Ground 7.J p F� �e� " Min. D- 1.5 Ft. FROM STA. 16+00 TO STA.17+32 -L- lT DETAIL 46 SPECIAL LATERAL 'V' DITCH 1 Noi m scoie� � Fill ,�.1 °� Slope G�o��d ?�) p F� �e� d Min. D-1.5 F. Type of L'iner= PSRM Max. d-1.5 Ft. FROM STA. 17+11 TO STA. 18+00 -Yll- RT FROM STA. 17+32 TO STA. 18+00 -Yll- LT PROJECT REFERENCE NO. SHEET NO. U-3/09A 2-N RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ���.���1� �� ��e.��� DO NOT USE FO CONSTRUCTION DETAIL 48 SPECIAL LATERAL 'V' DITCH � no� m s�oie� No��,ai � � °` Fai Ground Z:l F�a��s� Siope D Min. D- 1.5 Ft. FROM STA. 10+15 TO STA. 11+50 -Y26- RT DETAIL 49 RIP RAP AT EMBANKMENT �rvollo Scole) NaNrol Na�ural Gro���j-fi o-8' Gro�nd GEOTEXT�LE � Type o(L'ner= d5 TONS,CL'B' Rip-Rop Geafexfile- 10� s FROM STA. 61+37 TO STA.62+53 -L- LT DETAIL 51 ROCK FILL IN POND � No� �o Scole� Propose=�y Enisting �� i Elev. = 621.0 Earth Fill � �s.o� Rock Fill �o'��.w.s. Elev.= To Berm �� aza.o FROM STA. 78+11 TO STA. 79+64 -L- LT DETAII 52 ROCK FILL IN POND �No�to Scole) Propose=-� Existing i Elev - � .-589,0 Earth Fill -� Rock Fill � �o��N.Ws. Ele..= To Berm � sea.o FROM STA.162+00 TO STA.162�I�80 -L- LT DETAIL 58 SPECIAL LATERAL 'V' DITCH � No� fa s<ule� L F�n NoNrol Slope p� �e� Gro�nd �:) p f�o a Min. D=1.5 Ft. Max. d=1.5 Ft. Type of Liner= PSRM FROM STA. 10 �i- 50 TO STA. 17 �I� OS -DWY4- RT DETAIL 47 HAZARDOUS SPILLBASIN BASIN # LOCATION (AT Ol1TLET� 1 STA 161-85 -L- RT ] STA 1�9-50 -L- RT 3 STA 20+50 -V16RPA- LT d STA 3]+50 -Y20- LT iOTAL CAPACITY RFOUIRED: 'A' d TOTAL CAPACITY PROVIDFD� 'B'cl [_ EtEV.'C'w/'D' Ff. FRffBOAR� ELEV. C — � o� � � E i 2 ti, roFm MOOEL l0-lOC �SLUICE GATf � SLU�DWL � � � � H � I DETAIL 53 CNANNELCHANGE (Notto Scole) �a,��a� ��,��R�o,�o� �—b ",_�o ����d� Gra�n3 �7l D � 1"iFt. I -- ��s\a= � _ _ d � E. ceaie.i��Min. D=5.0 F. �s-cnon�oi Max.d=3.0 Ft. Typeofliner:�.Cl'I'Riprap B=12.OFt. Estl30 Tons 6=Varies FROM STA.93�i�93 TO STA.96+36 -L- RT DETAIL 54 INLET 8 OUTLET CHANNEL �FfAIL � rwoo _ __ / _—_ _ �� � a�.P �o riuvoioL I i1'�xx'� �al x� PREFORMED SCOUR HOLE DETAIL 55 'NOT TO SCALE PLAN VIEW �R�p Roe ��HI SECTION A-A �d - is" oR ta"� INF�o ���1 o P wrtn G[or[xnt[ P ��` a�i SR � c'aouGo FROM STA.130+39 TO STA.130+60 -l- lT FROM STA. 140 �� 39 TO STA. 140+60 -L- LT 8-6 FT D-1 Ff W-6 Ff � ENERGY DISSIPATOR DETAIL 56 RIP-RAPPED ENERGY DISSIPATOR BASIN DIM. RIP kAP BASIN # R�P RAP �or sMo (�I 1 A 2.5 z B 2.0 r u[ai� xo C 2.0 'L D 0_9 E 11.8 F ���� xiv W.> rvo* sNowN G 10.1 A« o�MEN,�o�� .o�Ro.�M..E PLAN BASIN N LOCATION (AT OUTLET� 1 STA 100+]0 -L- LT �\ �n � CLA55 II RIPRAP G� TESECTI ON ' 7i08 DETAIL 57 00 FALSE SU/�/�P FF �No��a m 1 Ou�,zide Drtch _. lia.l__ Traf(ic Flow `p� 20:1 'l f � 5— er� 5=0itch Slope � Proposed �'itch � � � E sn t �-A ���r r�d�� �� �n �.ts �e Sh,�,� i-R �r>r �,on�.i -�nal >y nbols )o�( ��\ �� �, � � \� � � � ��� I -L- POT Sta. 26+80.46����� -SBL- PC Sta. 20+80.46, ��� -NBL- PC Sta. 20+80.4 ��� \���; ` �,�� -Y2- W. DEERFIELD TRACE �� TO �4 119 ������ �� ����'� �������� ���%����� �IF ������1�� ALAMAI�CE CO U1�lTY LOCATI0111: 1VC 119 RELOCATI011t FRQM I-40 /85 TO NORTH OF SR 1921 (MEBANE ROGERS ROAD /STAGE COACH ROAD) TYPE OF WORK GRADI11lG, PAVI11tG, DRAI11lAGE, STRUCTURES, A1VD SIG11lALS WETLAND AND SURFACE WATER IMPACTS PERMIT -L- POC Sta. 34 + 25.07 = - ta. + 5 . -SBL- PT Sta. 34+55.35 ` SITE 4 SITE 2 -Y7- SITE I THIRD ST -Y3- E. DEERFIELD j , 1 TRACE ' III 1 BEGIN BRIDGE �II�, �; -NBL- STA. 25+45 +/- a0 ���'�I�E6aNE ` �pC2PP���1iM� V.rl '1� I!1 I ` ��'�11 E BD BSTA 27+65 +!-' I I1� _ ,',I BEGIN TIA PROJECT U-3109AI � � —L— STA.14+30.00 I1�I GRAPHIC SCALES DESIGN DATA 50 0 50 100 ADT 2016 = 21,100 ADT 2036 = 28,400 PLANS DHV = 9 % D = 55 % 50 0 50 �oo T= 3 %* V = 50 MPH PROFILE (HORIZONTAL) * TTST 1% DUAL 2% l0 0 l0 20 FUNC CLASS = URBAN COLLECTOR PRc�FILE fVERTICALI REGIONAL TIER -Y7A- THIRD SITE 7 BEGIN CUL' -L-� SITE 6 ' -Y26- LAKE LATHAM� 8y95 NP� SITE II BEGIN BRIDGE -L- STA. 142+41 +/-� SITE 8 SITE 10 END CUL ERT 1� � lii -L- STA. 9 +09.21 � e j G�e ,;.' j � NC 119 ' "� SITE 5 "9���� T� � SITE 3 � 2D � EXT. Y9- FIE�DST��� ��� , � _ � - pRNE �i�qw _ �. � N o�s • ;_ya�'�-• ' !�\ N \ �� o ;, -Y6- ���� THIRD ST. � \ �� r',� Z�\ BEGIN �� -Y10- � .fl �I% � = PROPOSED SIGNAL� PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-3109A ........ LENGTH STRUCTURE TIP PROJECT U-3109A ....... TOTAL LENGTH OF TIP PROJECT U-3109A ......... SITE 18 -Y16- RAI (SR 1964) !, � END BRIDGE / -L- STA. 147+35 +/- O ��� SITE 9 i��� �� � __ __ � ,��,�,y z o,� � 31 � O � " v '� /.-" A� SITE 20 / •� \ � END CULVERT �� SITE 19 Y'I ��'YA 1 �+gf� 7R SITE 12 ST. US 70 SITE 13 SITE 14 \ SITE 16 _,�� �� y�Q' ���� U-3109A STwTE PROJ.NO. P.w.PROl.NO. 34900.1.1 STP-0119(10 34900.2.FRU4 STP-0119(10 34900.2.FR4 STP-0119(10 5�1T sHee s EtiCRIM10N PE UTILITY ROW ������d���� ��,��� DO NO'f USE POR CONSTAUCTION PERMIT DRAWING SHEET 1 OF 43 SITE 15 i� �ij -Y20- MEBANE ROGERS / STAGE COACH RD (SR 1921) � N � 18 T��119 �' SITE 17 � E1VD TIP PROJECT U-3I09A —L— STA.196 + 00.00 NOTES: 1. THIS IS A LIMITED CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. THE INTERCHANGE WILL BE FULL CONTROLLED ACCESS. 2. PROJECT IS PARTIALLY LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF MEBANE. 3. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. PLANS PREPARED BY: HI'DRAULICS ENGINEER Michael Baker Engineering, Inc. � 8000 Regency Parkway, Suite 600 � Cary, NC 27518 3.280 mi � � Pmfessional Corporation License Number: F-1084 0.161 mi FOR DIVISION OF HIGHWAYS 3.441 mi zotz sraNnanD srEc,Ficnzroxs TODD H. BUCKNER, PE RIGHT OF WAY DATE: PRo�Ecr sn�crNEEn DECEMBER 1_9 2014 WARREN E. JOHNSON — - PROJF.CT DESIGN 6NGfNEEX LETTING DATE: xcnoT coxracr: DECEMBER 20L2016 RON E. McCOLLUM, P.E. --��-�---------- ---- PROJECT ENGINEER -ROADWAY DESlGN ROADWAY DESIGN ENGINEER P.E. /�/ �. � ��X � _. -� ` � k ,�� � / / �� / / l 6,� i - -' � -6�� - .-�� PROJECT REFERENCE NO. SHEET NO. �� Ifi.� � �� :'>`� �I�_ � i . � l � �� � � '� /,% � � � � ��i I'� L� " `���x_ � � � `�r r � �'�„ I � � � l i �� �, /�/y� /�,.n�� _� �� � U-3/09A ? i o =-F � �� L k�x �CJi �+'tastre-a C3 f} fl _ '. _ � ,�� � ._. 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ROADwAY DESIGN HVDRAUUCS ENGINEER ENGINEER 1�]Eb1E1Ld�"dIN�a I3�" �'1LAi�i;S DO NOT 1�56 FO CONSTAUCTIOh PERMIT DRAWING SHEET 26 OF 43 TS HEAD DITCH J� / , � /' ST DDE +/- 15 CY �, J1� rt /�.� G��p' � SEE DEiAIL 4 `� /� � " E5T 3 TONS � � A ~ '9� � � -� '' � E5T FF 10 5j � � Q�.� / / �g„ \ �/ . � � / � / , -/ O ,.. �,,"/ � \ � CL455 I RIPRAP �`� � \ ON BANKS ONLY � / � V ` � E5T 9 TONS � � EST FF 14 SY AL6ERT SHAW HEIRS 6 � �� ,' � uE P� �x ._. � �� __ .� g.yp� � HW O , • — � F ,/ /— � , � \0 / � / /' / � �� i / � � ` S TE 16 `> --� A / �C - � I • I tnNNIE FOUST HeR) �"' ,,— � �� E`�% FiP � �,s`��i ^ � ' _ _ ,f�^l �„y -� � � EIP � / ' � ' �� EIP � . � � � � /' �:�-'"- �w ��.`'' ; , , M-� � �-';�`� ` � ' � ' � � , o ���;� I I � �� �,—',,�� i I �—, I � � ��`�-�r_ � � I I � �'�- i I � SPEC CUT DITCH � STA 23+50 -_� � STA 2d+09 -Y16RPA- RT SEE DETAIL 31 BERM DITCH � STA 21+00 - 23+g0 -V76RPA- RT HEAD DITCH EST DDE +/- 43 CY EST 33 TONS RIPRAP EST FF 68 SY SEE DETAIL 42 � DENOTES IMPACTS IN SURFACE WATER TES TEMPORARY ;fS � SURFACE WATER � HEAD DITCH EST DDE -/- 43 CY `— EST 33 TONS RIPRP.P E5T Ff 68 SY I SEE DETAIL 42 VERONIC/� SMITH II I I I FOR -Yl6RPA- PROFILE �F_F SHEET 52 O � � � � ro \\ � 9� — � 83�9' � � �— ���� � ��rs� — ,e29 9 _ � �� � \ \ 69\\\� , � 9��' / �zzgf _� �� �\ � � � � \ , � � � y\ / /� � �' � I \ � ' P . / `J\\ `_ � ..% 6,L,/-/ , IpY �L19�� � �/ �/ �� I ) �\ / / � / �// / � ��� � �-�� ��/ \ \ - � �` N � �_ � / // / / ��/ J I \� � - e*-� � / / 6�0 J � \ � , � �- , � / ////� m � � � � � a�� ,�� ��r/�� ��, ��� �a,= s� �s»� � � / � ,�m////5a��� ,��e���^ ```� ��'ti \ / �_\\� ////// ��' / ��TC� yt'$� � �� �/� �� '� �� � � �� \ � � � - ' � � � m �� �� _-- �%��� ,��� �j PROJECT REFERENCE NO. 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SHEET NO. � � U-3109A X-85 x 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 0 0 0 0 20 1 1 20 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 P RMI D WIN HEET 39 F 4 0.040 0.0 0 � 32�' 3. --- ---- � - - ---- �`� - - -------- -- - -- ------- 64 + .0 0 040 .040 ,L�1 60 .36 4' � --- --- --- ---- ------- ------ --- ---- � �� -_ --- -- -- -- --- -- -- -------- --- - 63 + 0.0 0.04 - .040 � 3'7 �•. >- � SITE 13 0 � 0.040 Z O .040 � m --- p---__ _ Z o g z � g ti.� W ?.� w ,� IMP CTS IN URFACE WA ER (POND FI N � ET ND ° ----- ------- - ---- --- -------- -- ---- --- 58 .43 - - z --- ---- - ' �- -- b2- 6. -------- � � �_ aQ� — — �� ���° 1 0 1 0 1 0 1 0 1 0 1 0 90 0 0 0 0 0 0 20 1 1 20 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 r,� � � � I � � 0 5 10 PROJ. REPERENCE NO. SHEET NO. N U-3109A X-175 � 1 0 1 0 1 0 1 0 1 0 1 0 90 80 0 60 50 40 3i0 2!0 10 lb 20 3'0 40 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 P RMI D WIN HEET 40 F 4 ; �n , ��, � � � � F��� ; �n o.ozo 0.020 F) -- — q:l � 4:1 F � — — -- -�?:r--- — _ _ �� — — ------ --- — — — 605. 0 607.21 \ _, ' �� �n "I % i 0.020 0.020 — �� � 4 � � - - ---- _-- --- - _ _ _1 -� I - � , I I 608 97 � � �� , � �604.63 � — — — — — — — — — — —� � � -�� . �I � 0 o SITE 19 I Z Z O O m m 0 0 z z �9 g F" �'� 3I 3 o.ozo , 0.02 — ' � WETVit�D — �,-- �� — — — — -- -- — — -- - — — ----- — — ---- — — � 03.47 60�.23 2� -+' QO.�� F �a 5� � � - � o.ozo 0.020 � , i � � � — — _ ;� � -- — ---- — — --- - — — — --�— —�---- — ---- — — _ �-- � 3 � �0 .3 3 �� — . � i \ � n� Q — ll 2O + 50.00 E � � � �� � � � �,_ � / ;%�, �� � %' i � ��� ��,�' 1 0 1 0 7 0 7 0 1 0 1 0 90 80 0 60 50 40 3'0 20 10 0 10 20 30 4;0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 � � � I � � 0 5 10 PROJ. REPERENCE NO. SHEET NO. N " U-3109P, X-179 � 1 0 1 0 1 0 1 0 1 0 1 0 90 80 0 60 50 40 3i0 2!0 10 lb 20 3'0 40 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0,: �, P RMI D WIN - ---- - ---- HEE 41 F 4 -- � _ � _ � — � � 0.079 0.079 " � � 617. 0 � --- -- — -- — — - — — — — — 615,.30 - � —.-- -- F� �� � � � I 29+50.00 I I � r p o SITE 20 , � Z m SURF CE WATE � m � o �r Z Z � — _ 3 CLEARING W � 3 \ FILL IN WETLAND �, �� 0.005 0.005 I " XC VATI N � I � q�' _- _ ��„__, --- -_-_ __ ECHANIZ D CLEARI G — 676.70 I � I — 617.25 — --- — — -- — -- -- — — _ � � — �F - _ - - - - _ - - �3n \ 2,� ` � F', � � F �% .' ' i 4:� --- I� _ __ 4:7� 15.73 61$.40 — — ' — — — — � 5'. F> � ; 3r — -- — — - — — — — = z= � � �y � � � � _� _, � � 4:1 i �--- � -- � 4L�.'� � � 615.618 — > lAJ2 � — — — — — — F � ;l a. n E a � I � � os �, ' � �� /�� �� � �� � � m�i ��,�' 1 0 1 0 7 0 7 0 1 0 1 0 90 80 0 60 50 40 3'0 20 10 0 10 20 30 4;0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 63+59-65+75 -L- 48" RCP 0.03 235 48" RCP 0.01 < 0.01 117 16 2 69+92-70+95 -L- 54" RCP 0.04 < 0.01 348 17 3 11+61 -Y7A- 66" RCP 0.04 < 0.01 320 10 4 78+10-79+64 -L-LT ROAD FILL 0.10 5 78+25 -L- RT 3 AT 30" RCP < 0.01 16 6 85+02-86+67 -L- 54" RCP 0.02 < 0.01 257 35 7 93+65-97+92 -L- 3@ 11'x9' RCBC 0.15 0.02 501 52 TREAMBANK STABILIZATIO 0.02 63 7A 94+25 -L- RT CHANNEL REALIGNMENT < 0.01 < 0.01 18 20 8A 108+00-111+82 -L- 48" RCP 0.04 < 0.01 463 19 8B 110+64-111+10 -L- RT 48" RCP < 0.01 < 0.01 82 21 9 113+72-114+35 -L-RT ROAD FILL < 0.01 0.01 10 125+99-127+49 -L- 72" RCP 0.04 < 0.01 396 25 10A 127+41-127+99 -L- LT ROAD FILL < 0.01 74 11 133+53 -L- 48" RCP 0.02 < 0.01 270 25 12 155+09-157+67 -L- 30" RCP 0.08 0.13 12A 156+91-157+54 -L-LT 0.03 12B 157+25-157+73 -L-LT < 0.01 < 0.01 105 7 12C 157+55-L-LT < 0.01 13 13 162+01-162+68-L- 66" RCP 0.07 0.01 0.09 < 0.01 183 21 14 26+00 -Y16RPA- LT 36" RCP < 0.01 19 15 178+79-180+22 -L- 1@ 10'x7' RCBC 0.06 < 0.01 447 44 SUB TOTALS *: 0.18 0.02 0.82 0.05 3879 360 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 16 17+83-21+62 -Y6RPA- 42" RCP 0.03 < 0.01 494 32 17 33+97 -Y20- TREAMBANK STABILIZATIO < 0.01 35 18 19+72 -Y10- 2@ 10'x8' RCBC 0.02 < 0.01 122 45 STREAMBANK STABILIZATI < 0.01 25 DS STREAMBANK STABILIZATION < 0.01 44 19 20+18-22+74 -Y10-RT ROAD FILL 0.04 0.01 20 10+14 -Y11- 60" RCP 0.05 0.02 0.06 0.02 < 0.01 327 24 TOTALS FROM PREVIOUS SHEET 0.18 0.02 0.82 0.05 3879 360 TOTALS*: 0.27 0.02 0.09 0.91 0.06 4926 461 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 N \L � a N �° �n Q ����� �� ����� �������� ������[���� �� ��I������� ALAMA1�lCE CO U1�lTY ���� U-3109B � PROJ.NO. .w.PROI.. . E9CRIMION LOCATI011I: 111C 119 RELOCATI0111 FROM NORTH OF SR 1921 (MEBANE ROGERS ROAD /STAGE COACH ROAD) TO 1VC 119 (N. FIRST ST) TYPE OF WORK: GRADI11lG, PAVI11lG, DRAl11lAGE, STRUCTURES A111D SIG11lALS END TIP PROJECT U-3109B PRELIMINARY -L- sTA.279+73.30 WETLAND AND SURFACE WATER IMPACTS PERMIT � SITE 3 SITE 6 SITE 2 SITE 5 � SITE 7 �> - �\ — .-� � � � ;� ��, „ � � �, SITE 4 � � °� "�, , \ ,, � _ ,�_ � � � � °�a �� � ' � � � �o = � � � � 4 � � �i ` r;' o� � � � h \ ` � � , \ -� \ d � \ � � _ � � — i` � — ��' g I r? \\ � i, � ���� � s�,� ° \\ ,(/ -� � Q \ � 4 0 ��/����� ,;_ �,� �� i�,�qP / \`\ � ' �?. E11tD TIP PROJECT U-3109A BEGIN TIP PROJECT U-3109B —L— STA.196 + 00. 00 SITE 1 5 _ 6 C = - 7 SITE 10 SITE 11 PERMIT DRAWING I SHEET 1 OF 18 SITE 9 �� j " ,/ , ,, ��` SITE 8 �A ��R HITE LN�� 1( � I/ b�vc��[��,��°� ��..�N� DO NOT USE FOR RAW AC�L*IgiTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED HI'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�ed in tne office of: A�T = DIVISIOIV OF HIGHWAYS $� 2$ 0 $0 ��� AD.T. = ID00 Birch Ridge Dr., Raleigh NC, 27610 �� ���1?yy Q � o K _ p/o 2012 STANDARD SPEClFICAT/ONS aQ� �,�Q PLANS ;� � p = o�o eE. ° O — SfGNATURE: � D 7 %* RIGHT OF WAY DATE: � � V= MPH reo�scr sn�crxEex ROADWAY DESIGN �`J I PROFILE (HORIZONTAL) * n$T = DUAL ENGINEER ����p Qa� p FUNC CLASS = LETTING DATE: ��—'���� PROJECT DESIGN ENG7NEER PROFILE (VERTICAL) TI PE S7GNAT[IRE: o- :o/ i .�n:� 1 / - 1 ', I /\ � �f \ / � : n�/ // / �� � / \.- �� —� - _ -- � � ' �—� � - / � �- - -� ✓ � PROJECT REFERENCE NO. 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�� � � �� -�_� � — � \� 1T — _ , �j -�� � v l � � � / � �� i � WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac (ac (ac (ft) (ft) (tt) 1 206+33-208+20 -L- ROADWAY 0.05 280 2 226+41 -L- BRIDGE 3 233+00-236+20 -L- ROADWAY 0.06 400 4 246+12-246+7g -L- ROADWAY 0.01 0.02 146 5 250+58-251+62 -L- ROADWAY 0.12 6 255+19-256+41 -L- ROADWAY 0.11 7 11+73-13+52 -Y23 ROADWAY 0.18 8 278+33-279+73 -L- RT ROADWAY 0.06 g 27g+63-279+73 -L- LT ROADWAY 0.01 10 14+g5-16+59 -Y21A- ROADWAY < 0.01 0.01 299 11 17+55-18+37 -Y21A- ROADWAY 0.02 181 TOTALS*: 0.51 0.16 1306 0 0 *Rounded totals are sum of actual impacts NOTES: savtam�r zoia See Sheet i-A F� �r � ndr a r� r Pt see Sheet l-B rcr r c�n�� ��i iols CI` �O � N V •� � V � � O ,V ;���\\�\ �, r ; ,� � m\� ��� ; —L— POT Sta. 26+80.46 ����� ^,� —SBL— PC Sta. 20+80.46, ���� " —NBL— PC Sta.20+80.46 ���� � � \\\ —Y2— W. DEERFIELD TRACE ^ � � TO NC54 I ��, �� ��� �� ������ �/���11 ���� �J������� �� �������� ALAMA1�lCE CO U1�lTY LOCATI0111: NC 119 RELOCATION FROM I-40 /85 TO NORTH OF SR 1921 (MEBA11lE ROGERS ROAD /STAGE COACH ROAD) TYPE OF WORK GRADI11tG, PAVIIVG, DRAIIVAGE, STRUCTURES, SIG11lALS, A111D CULVERTS —L— POC Sta. 34 + 25.07 = —NBL— PT Sta. 34+50.62 —SBL— PT Sta. 34+55.35 Y5B- EY43- �� j YSA� � \ � 111 I � � � -Y3- E. DEERFIELD I� � TRACE � � ��'--- / 11I ME6PNE S�, BEGIN BRIDGE ���I � � 4OJ kEBP�IE C\ZY �\M1T5 -NBL- STA. 25+45.23 � �) ME9ANE �\%�M�S � � �85 � �� MEgANE � � II II I I � �'� � NNBL BSTAG27+65.23 �I� ' � � �i ';� ' ill BEGIN TIP PROJECT U-3109AI ��� —L— STA.14+30.00 ���� -Y7- THIRD ST. -Y7A- THIRD ST. j �-' \ I \\ /�' � �� �,,� -Y26- LAKE LATHAM � NP �9 BEGIN BRIDGE /�' BEGIN CULVERT -�- �' f` y� �vy �' ' � ' �I -L- STA. 96+66.06 - e il o I �e � G a -Ni , $ _ 9 -�� �a° y 10�, � � �. � ,� � � �' BEGIN BRIDGE I � 4fi NC ��9 \ // \ _I _ CTA 1d7+'�F 11 � �� �-, �, EXT. �� F\E��S���� � � �_ Y9� �'��''- pRNE '�/�q �i . � � ���s '� �� II va, �.- \� �. � -Y6- � � � THIRD ST. � \ n. z� �� -Y10- S .o '* = PROPOSED SIGNALS )��//Ty \ � °� � 31 � - �r.��r.`�2s -Y16- RAILROAD ST. (US 70) (SR 1964) END BRIDGE /-L- STA. 147+37.41 V� A :S W A�KER R�� � � END BRIDGE �� -L- STA. 147+33.40 � � �O' �'� O� �O il,�q� STATB PROIECT REFBRNNC6 NO. SNO.T i i_�inoe ¶ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �����a�r;��.�� �u��;� m;�a� ����,:��r� � DO VOT USF. FOR ('Ot�STRU('Ti01� -Y20- MEBANE ROGERS / STAGE COACH RD (SR 1921) � ' � NC119 END TIP PROJECT U-3109A —L— STA. l96 + 00.00 � NOTES: N 1. THIS IS A LIMITED CONTROLLED ACCESS PROJECT WITH -' ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. THE INTERCHANGE WILL BE FULL CONTROLLED ACCESS. 2. PROJECT IS PARTIALLY LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF MEBANE. 3. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. � GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: HYDRAULICS ENGINEER Michael Baker Engineering, Inc. ADT 2016 = 21,100 � 8000 Regency Parkway, Suite 600 50 0 50 100 . � cary,rvc z�s�a ��-�o�ap�y ADT 2036 = 28,400 LENGTH ROADWAY TIP PROJECT U-3109A ............ 3.447 mi �• ProfessionalCorporationLicenseNumber: � c��� a �g�� K = 9 % F-,aaa a� ,�� PLANS = o LENGTH STRUCTURE TIP PROJECT U-3109A ........... 0.135 mi FOR PE � ��,� D 55 /o DIVISION OF HIGHWAYS srcxnrur�: `� � DII so o so loo T= 3 %* TOTAL LENGTH OF TIP PROJECT U-3109A 3.312 mi zo�z szANnnrm s�EciFtcazroxs TODD H. BUCKNER, PE � �%' ••••••••••••• ROADWAY DESIGN V = �JO MPH PROJECT ENG7NEER � ��� PROFILE HORIZONTAL R/GHT OF WAY DATE: ENGINEER �� Q�� � ) * TTST 1% DUAL 2% `�'� c�`�'� WARREN E. JOHNSON �0 0 i0 20 FUNC CLASS = DECEMBER 19, 2014 � ���� � °a paa��� PROJECT DES7GN ENG7NEER � — URBAN COLLECTOR LETTING DATE: xcDor coNracz REGIONAL TIER MAY 16, 2017 REKHA PATEL, PE �,E, PROFILE (VERTICAL) PROJECT ENGINEER - ROADWAY DESIGN SIGNATURE: BOUNDARIES AND PROPERTY.• State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin ' p Property Corner Property Monument � ParceVSequence Number iz3 Existing Fence Line - - Proposed Woven Wire Fence a Proposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�°- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary EPa Existing Historic Property Boundary �Pa Known Contamination Area: $oil � �, Potential Contamination Area: Soil -,?�, �'?,�, Known Contamination Area: Water �� � — — � Potential Contamination Area: Water -� � Contaminated Site: Known or Potential '�.'�' �?, BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap � Sign �' Well ° $mall Mine �� Foundation �� Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S Buffer Zone 1 sz i Buffer Zone 2 ez z Flow Arrow �--- — Disappearing Stream �--- Spring c�- �-, �- Wetland � Proposed Lateral, Tail, Head Ditch �.� � «� False $ump ` �°1I" ��il`'� �l�' �<4��['I�I ��R��ILIF��� :I�I[�V']I�][�I�` �?1F' iI�I]I��Q1HI �S`�r 11�� CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF Wf1Y.• Baseline Control Point - Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite fLW Marker Proposed Control of Access Line with Concrete CJA Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement � CSX TFrANSPoRT�TION MILEPO 35 0 swircN � � � �w �w �A a � E TDE PDE DUE— PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker `J ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp c� Existing Metal Guardrail ' ' Proposed Guardrail � � � � Existing Cable Guiderail ° ° ° Proposed Cable Guiderail ° ° ° ° Equality Symbol � Pavement Removal � I�EGETfITION.• Single Tree �3 Single Shrub a Hedge r,,.'� r'ri r`. Woods Line �"-`"""`"`-"`" Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) WG Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) U/G Telephone Cable LOS C(S.U.E.*) U/G Telephone Cable LOS D(S.U.E.*) U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) sj {� s3 {; v��eyard I ����. � coNc ww � WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� „w � TV Pedestal � TV Tower � U/G N Cable Hand Hole �C3 I.VG TV Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) � U/G TV Cable LOS D(S.U.E.*) s I.VG Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) I.VG Fiber Optic Cable LOS D(S.U.E.*) �—• GAS: Gas Valve Gas Meter U/G Gas Line LO$ B($.U.E.*) U/G Gas Line LO$ C(S.U.E.*) U/G Gas Line LO$ D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout I.VG Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object - Utility Traffic Signal Box Utility Unknown WG Line LOS B(S.U.E.*) WG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil - Geoenvironmental Boring WG Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records End of Information - - • �J O 0 0 usi _) 0 � � AATUR E.O.I. �� FLF.BM614.iJ7 \ �i� ��� \\ ', BYI 64 \\\ ��� \�\ 6YI-65 \\\ —Y2— W. DEERFIELD ��� TICl1�.+E � gYl-66 ���� \ m ��\ �\ EI_Egl5 0.73 BEGI11t TIP U-3109A �� \ \ —L— STA. 9+ 48.17 ' �' � BY�-�� \\�\ � ��� � � � n 1I T NC54 ii9, \ � I U3109-2 \ f�E�— ' �� � � ,_ I ��T�1� ►1 U-3109A S UR VEY C01�TROL SHEET RM.^.Y, F�E�- q9.s��. m BY3-7 � —Y%— THIRD ST. EXT. BY3-7� � m �' `A � �� —Y5 B�� BM2 1 I E�Ev=649.25 � � gL-13� 0 1 r B�-IZ � �����' ��,� E�E�-�i.�� :� � � evi-ea ' � � �I 119 —Y3— E. DEERFIELD ��I TRAC E 1 I I �� �� BYI-69 � � �� BM26 \ I�� tL-V_6`.S.il m I _ �i 1�� �Y�-'�� ���� ���� BYI-71 I� I� BM27 ELEV-645.05 m —Y7A— THIRD ST. EXT. 6Y3-8C � —�WY,Z— BL-�9 �� e�� % � 13Y2 7 � �, � � �, � 2� BY2 7 � � � �� `O �° m ELEV=676.84 IBY'_ NOTES % m ����_6��.�9 —Y7B- � THIRD �T� E� ��� �� C� / W� 9� � BL ?E, 1 � � �� `��r� 8��22 E��v e5�.os ��� Y9— F1E��S��NE OR�VE Y3-84 B:3A-88 � �3Y3A-89 � �� � 6Y3-SI'�� 6Y�-B3 �BY3-85 � BY3-82 BY38-91 e�vsa 9z ��E�,� �R' . � LY8— SK � � eY�-��� _Y6— , THIRD ST. EXT. 6Y2-7 � BM31 � BY`-77� ELEV=613.43 m Y3 BM6 ELtV=593.11 L � ���e . -3� BL-�'8 L3L-si� B� z�� "m ��-zy � i� \ 119 Y4 9 —�" �� Y�I-9�j � /^� ,�\ - � >9,��/y '�Jc,9 d4 �� ����� �I � ���. i� '�P��� f � y��� q13�� C BY3 6 1 m \S� �Mz� ELEV-629.01 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING NCDOT PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOU/RESO URCE,SiLOCATION/PAGESiDEFAULT.ASPX THE FILES TO BE FOUND ARE AS FOLLOWS: U3109A LS CONTROL.txt U3109A LS GPSCALIB.HTML U3109A LS WGS84.txt U3109A LS LOCAL.txt � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. BEGIN CULVERT _v� n_ crn � a+Fa BEGIN BRIDGE -I - STA 14�+�4 +l� BM20 ELEV=631.54 m — —Y16— RAILROAD ST. (US 70) (SR 1964) �.'BYSA-103 5� .-� � fiL-41 gMy �BL-42 ELEV=605.03 m �� � , Y16 1PJ`�ES L-33 BYS-101 RPA � W pIKER R�' i , .`'6s� RM7 :t5Y7-IUC �V. E�Ev�.E24.54 m 6MI9 � ELEV=660.0�� END BRIDGE ; -L STA. 147+gg +/_ � �n Z �'�`97� ��� � � m� 4-9s O v49� ��� R�zio er �-i; � Z F'-_EV=b5�.5G O�, � � �BYIO-117���BY�-119i �� BY10-718 � � E�ev=6o;.ez� in '-< sig- � �� �i I 'O, � O � �-� O BYI�-12'_ � \ � L m END CULVERT \ � -Y10- STA. 19+96.44 � PROJECT REFERENCE NO. U-3109A Location and SHEET NO. 1 C-1 —Y20— MEBANE ROGERS / STAGE COACH RD (SR 1921) BMIB E�EV=6o6.94 BY6-IDS m ��� �}rh-io� � /`�� 8MI0 � BL� �� F�-�z,.�, ���� �Q'/ 6Y5-IOE ��� ; �� , �� BYo-IL9. II O� �q�� y E111D TIP U-3109A % —L— STA. l96 + 00.00 y� :3ioa �' DATUM DESCRIPTI01� THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLiSHED QY NCDOT FOR MONUMENI "U3109-3" WITH NAD 83/95 STATE PLANF GRID COORDINATFS OF NORTHING: 854967.949(ft) EASTING: 1914759.215(ft) ELEVATION: 659.17�(ftl THE AVERAGE Cf�MBINED GRID FACIOR USED ON IHIS PROJECI (GROUND TO GRID) IS: 0.9999552720 THE N.C. LAMBERT GRIU DEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "U3109-3" TO —L— STATION 9-F48.17 IS S 16°46'43" W 13,048.70' ALL LII��E�R DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAUD 88 aMi� E�E�-6�9.�� NOTE: DRAWING NOT TO SCALE U-3109A S UR VEY C01�TROL SHEET BASELINE DATA -� EY� F01NT CiE=�G, NORT4 =qST ELEVtaTION L'-TFaTION OFFSET PQINT ❑ESC, NGRTH EPST ELtVNTi�N Y] STPTIJN OFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ ____________ ________________ ________________ ________________ ________________ ________________ ________________ 1 U3109-1 841207.2430 19Lm433.E69m 652.45 OUTSILIE PROJECT LIMITS 78 BY3-78 84E25m,0g64 L91080m.8819 E57.76 OUTSIOE PROJECT LIMIT� 2 U31�9�2 842594.Ig5m 1911@69.664m 662.33 lB�E38.91 2m.57 RT 79 BY3-79 846t91.3134 t911760.833II 662.6m 15�a2.m7 2m.43 RT II BL-11 842935.1913 191124m.8024 660.29 14�7m.i9 34.35 RT 8� BY3-80 8462m0.9559 1912�t7.8Q42 664.11 22�52.72 49.74 LT 12 BL-12 843908.5105 191I723.3920 658.75 25-59.46 64.36 FT R17 BL-1� 846419.46m4 19133q2.7329 654.49 30�81.51 405.21 LT 13 BL�13 84A5(�1.13m1 19t2073.6535 648.88 32•62.8Q 86.65 RT 8t BY3-81 8466H4.52A2 L913928.6641 644.26 OUTSIOE PROJECT LIM1T5 14 BL-14 844853.675i 19L2517.3724 648.03 38-65.21 7�.03 RT 82 BY3-82 846964.8751 L914102.2876 647.64 OUTSIOE PROJECT LIMITS 15 85161�.352i 191350G.3981 UNKNOWN 110�30.64 0.m0 Ri 83 BY3-83 847401.3620 1914154.6853 647.61 OUTSIOE PROJECT LIMITS 16 BL�16 9A5848.9L47 1913349.9812 656.41 51�87.80 1fl.AI LT 84 �Y3-84 Bn7835.2496 t914263.4147 639.63 OUTSIUE PROJECT LIMITS 17 BL-17 8464L5.46m4 19L3392.7329 654.49 5��70.26 6.34 LT 85 BY�-B5 848884.9663 L514559.5143 6z3.4L OUTSIOE PROJEL'T LIMITS 19 BL-18 846858.36]9 19L3321.7203 636.01 52-14.95 0.83 LT 86 BY3-86 848655.9260 19154L4.4363 632.5] OUTSIOE FROJECT LIMITS la BL-19 847471.7937 1913221.3832 627.77 68�35.93 7.34 FT 87 BY3-e7 849039,9329 1516m69.88t7 625.71 nUTSiOE PROJECT LIMiTS �e 21 �z 23 2� 25 26 _7 28 29 S�7 31 32 33 34 ?j 35 37 38 39 v0 41 az 43 44 45 46 47 48 49 �0 51 52 53 54 55 �6 �7 �8 �9 SN �1 52 E3 BYI POINT ............ . 64 65 66 G7 412 5II F9 �� 77 BY� POINT ____________ _ n15 72 73 74 �5 76 77 BL-2Q 13L-21 BL-22 BL-23 BL 24 BL-25 BL-26 BL-27 BL-28 BL 29 BL-3a BL-31 BL 32 BL-33 BL-34 BL 35 BL-36 BL - 37 BL-38 BL-39 BL-4S BL-41 BL-42 o� 4a BL-44 BL-4s C3L -46 BL-47 BL-4ft BL-A9 BL-50 BL 51 BL-52 BL-53 BL 54 BL-55 BL-56 BL-57 BL-5� BL-59 BL-6C� BL-61 BL 62 BL-F.i IJJ105-5 �131�9 6 L1ESC. ....BY1-64 BY1-ES BY1-66 BY1-67 BL-lG BY 1 -6f3 BY1-F9 BYI-�2 2Y7-71 OESC. �����BL-IS 8Y2-72 BV2-]3 BY2-74 BY2-75 BY2-76 BY2-77 847868.5513 84821'/.6937 84849m.4456 8488b9.8439 849148.4382 849487.6124 849899.6914 850516.3358 850894.650L� 851288.75m2 851895.4312 85241L.6035 85279I.n25& 95333E.4768 8536�8.5347 SSA368.3176 854711.0960 855041.873Z 855328.3479 855744.5961 85613m.1446 856416.4627 85671Q.m89I 856939.8322 857292.5m4t 85752�➢. 186`1 flF7816. 1[��14 8581�a.40�L 858598. 41 �D2 859112.2576 859568.5487 858�3m.5966 860315.9274 860659.7071 861281.7�97 861685.033E 862m4�.2565 8625t9.3838 aFZ792.75E4 863m48.49m1 863585.5585 854167.284E 86A855.4m72 8E5473.19�8 85555E.2�]S 867�37.121Q� NORTH 8432m6.e067 843671.9908 843919.5244 843967.11�3 843908.51�5 843882.392q 84:i774.4885 843]3�.3415 843665.607f� N�jRTH 845315.8353 84551L.745L 845631.m48� 845868.5L�75 845937.3912 846�59.7085 846155.987j 11L3138.4992 19t3�94,1475 1913098.3930 1913106.5024 1`�t3163.0953 ]9L3233.2195 19L3314.9945 19t3A3t.6550 1913476.8357 19L35m8.4395 1913497.31�i5 1913436.7536 19t3355.9529 1913204.3215 19L3m81.3979 1q12775.1138 19L2687.5904 191Z713.575� 1912584.9867 1912541.m481 191272(�.1433 1912799.7596 19131�23.7769 19t3257.2767 19L3729.0431 1S14m39.8519 1`�1�4n6.3536 19L4908.Q297 1 115222. 1 B 1 l �9�554m.8273 1915800.3209 191601m.8092 19L6123.5728 1916275.1091 1916560.1A87 ]9L6694.3m1L 19L6Rg�,3181 1917�99.3052 11L7329.5809 19t760C�,0746 I918206.4639 1918805.1434 1`�t89mm.a590 ]9L8831.m609 1918704,131m 191&SA7.fJ�:l EAST ]9Qg�]z.9636 19mSt309.4301 1909/9�.t555 ]9LB6]4.6771 19117Z3.392m 1y1255Fi.7366 19L4077.98E1 19L4870.3122 1915_„�.7557 FAST 1913076.7768 19L3E02.I982 1914417.m7m1 1915267.7A56 19L5764.7708 ]916335.5522 19L6806.6677 62m. 57 G24.29 614.S1 62E.44 6m7.22 E12.34 593.73 589.E8 596.23 Em2.4L� 6m6.G7 634.96 E3II.21 614,32 62L.28 636.34 643.16 648.53 632.15 616.86 6[�4.92 6I1.70 609= 49 E19.34 635.68 626.29 618.85 632.74 628.75 617.55 609_17 597.2(� 592.73 58e.13 577.4L 549.69 594.35 597.79 614. 58 619.3m 612.75 624.69 534.36 535.57 63L.16 629.C�9 ELEV/TION .�.... @16.05 504.93 614.62 63m.97 658.75 632.27 525.]9 S2E.51 -,^.�..tF, R�� ELEVITION _____________ __ 652.92 64e.22 553.25 67a.45 579.13 672.38 67m.77 72�41.95 4.56 LT 75•93.70 4.42 RT 78�67.52 2f�.78 RT 82�47.84 3.99 LT 85•32.m1 m.A5 LT 88-78.34 2.63 RT 92�98.46 3.m2 RT 99�25.99 2.09 RT 103-07.e1 8.77 LT 1m7�02.19 6.49 RT 113-08.46 8.59 RT 118-27.SG ].94 Fi 12Z•]5.M14 L.77 R1' 127�81.57 f�.42 FT 13L�45.m3 1.55 RT 138�99.77 L.67 Ri 142-52.53 5�.71 RT 145�83.83 171.m3 RT 149�02.m7 73.i"z RT 153�21.65 3.65 LT 157•48.92 58.88 FT 16m�44.69 0,99 LT 164�14.E2 4.39 FT 157�5L�.7A 4.65 Ri 1�3�3L.91 L.35 LT 17]�17.L� 0.96 RT 182�2m.45 4. 1G� GT 188�mA.G4 1.94 LT 193�36.36 67.68 LT 199�56.62 54.39 LT 204-79.28 2.57 LT 2m9•86.99 2.28 HT 212�93.53 18.47 LT 216�7m.85 7.85 LT 223�53.38 3.A5 LT 22]�03.3G 12.m7 LT 231�B5.8G 15.I5 LT [37�Bm.mS 29,3m LT 24m-52.99 16.65 LT 244�24.19 20.27 LT 252�34.16 9,80 LT UUTSI�E PROJECT LIMITS OUTS[DE PROJECI LIMITS Ot1TSIC�E FRJJECT LiMITS C�JTSICE PR=iJECT LIMITS �.iT5[pF PF�9J�C7 LIMITS BY1 siqTION OFFSET ............ ................ 5�mv7.�a 0.00 14-22.77 8,00 24•3a.25 m.em 32�6L�.L4 0.m0 43-7�.4I m.m� 52�06.16 m.mm E��L5.24 m.00 ]5-22.]q 8.00 .5.3g.3P� Q.✓�N Y6A S�TATION OFF',;ET ____ ________________ OUTSIDE PROJECT LIMITS 13�80.23 28.L1 LT 21-87.82 41.35 RT OUTSIDE PROJECT LIMITS OUTSI�E PROJECT �IMITS OUTSILE PROJEGT LIMITS OUTSIDE PROJECT LiM:TS BY3A PoiNr oes�� " " " " .... ................ . 88 BY3A-a8 89 BY3A-89 90 BY3A-9m F195 BY3-B5 NORTH EAST ELEVFITION Y9 STFITION OFFSET ....... " " " " " .........' " " ............ ..." " " ....... ................ 848854.9207 I':14498.5727 620.63 18�30.85 3a.24 RT 848533.2q68 L9145B6.9280 626.3I 15�14.59 27.73 RT H48310.0105 t914526.95m4 621.85 12•78.03 28.9m RT 848884.9663 I914559.5L43 623.4L 10�54.m9 35.13 LT BY3B PO1NT DCSC. NOR1'H ERST ELEVFlT[ON Y8 STFaTION UFFSCT ____________ ________________ ________________ ________________ ________________ ________________ ________________ Bs�S BY3-85 848mR4,9663 1914559.5143 623.4L OUTSIOE PROJECT LIMITS 9I BY3B-91 8475H2.5H12 L91462�i.4I75 633.20 13�6A.42 L7.42 LT 92 BY3B-92 84�i45.3B72 L514655.5515 645.06 OUTSIOE PROJECT LIMITS BY4 POINT 17ESC. NORTH EAST ELEVFITION YL3 STFTION OFFSET ____________ ________________ ________________ ________________ ________________ ________________ ________________ A3B BL-3m 851855.431[ 1�1;497.3135 606.27 10-m0.03 278.13 �T 93 BY4-93 85L633.�329 L7139L9.4L49 614.�9 14�L�.25 S.7L LT 94 �YA-94 85t598.t3A1 t514mH1.6t31 6i7.93 15•72.3E 39.41 RT 95 9Y4-95 851885.9449 �974455.13m4 631.41 20�34.65 12.05 RT 96 BY4-96 8525m4.9744 1914667.8546 64S.1E OUTSIOE PROJECT LIMIT�. 97 �Y4-97 853m66.7693 L914586.53m0 649.44 OUTSI�E PROJECT LIM1T5 BYS POINT ____________ _ 9A 99 l�e L137 1Bi 1N2 3 4 BYSq POINT ____________ _ 1N3 l04 Atme DESC. NORTH ERST ELEVAT[ON Y16 STATiON UFFSET __________ _______J________ _____--__--__--_ __-___-________- _-______-___-__- -___-___--______ f3Y5-98 II5�mA3.4518 t911259.1669 628.29 OUTSI�E PRn,7EL1 LIMITS BY5-99 855a42.4275 19117I7.1640 634.m2 13�86.34 20.45 RT BY5-100 855843.1a61 1912380.5286 631.49 20�49.34 50.98 RT BL-37 855mA1.8732 I9127I3.5757 6A0.53 23�Sn.7L 55.m5 RT BY5-1m1 855523.6538 L913255.3291 649.28 29�28.89 1.07 RT BY5-102 854979.2744 1513991.2362 657.2m 36�68.20 49.5� RT �13I09-3 854967.949�1 1914759.2I50 659.17 44-34.76 18.4� LT U3Im9-4 854859.2370 1916525.5410 683.38 OUTSIOE PROJECT LIMITS �ESC. N6RTH Ef1ST [LEVRTION L STaTIUN OF'FSET _________ ________ ______ __ ________ ___ ______ ________ _________ ____ ___ _________ �YSA-103 856329.9159 1912089.5258 599.8L 157�03.20 681.43 LT 9Y5R-1L�4 E55930.3453 t912259.3498 602.m7 t5a-35.�11 3t8.2� LT BYS-100 855043.1061 L912380.5286 631.49 L46�42.00 157.07 LT BY6 POINT OES'L. NORTH ERST ELEVFIT[ON Y2m STATION OFFSET ____________ ________________ ________________ ________________ ________________ ____________ ____ ________________ lm5 BY6-1m5 858987.�36q 19137a5.149n 60'1.t4 OUTSI�E PROJECT I..IM1T5 Lm6 BY5-106 858777.8898 L914367.7055 618.48 14�35.33 32.1� RT 107 BY6-107 858]22.8856 1914893.1156 6L1.91 19�62.SL 18.58 RT A48 BL-48 858598,4102 t915222.1871 620.75 23-15.96 54.98 RT 1B8 BY6-108 8586�7.6847 L915484.2109 615.96 25�64.54 25.42 LT Lm9 L'Y6-1C�5 858529.mB53 L915754.6A52 �i21.1% 28�Afl.m3 6.�L Ri Ile P,Y6-11a 85fl657.7i:�4 1916664.6659 6i7.5[ .,7�66.L�7 2�s.V74 tT NOTES 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING NCDOT PROJECT CONTROL DATA AT: HTTPS✓/CONNECT.NCDOT. GOU/RESO URCES�LOCATION/PAGES/DEFAULT.ASPX THE FILES TO BE FOUND ARE AS FOLLOWS: U3109A LS CONTROL.txt U3109A LS GPSCALIB.HTML U3109A LS WGS84.txt U3109A LS LOCAL.txt (/� INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT �" CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. PROJECT REFERENCE NO. SHEET NO. U-3109A 1 G2 Location and Survevs BENCHMARK DATA ........................................ ,.,...,....,......�.�......,.,..,.,...,. BMI CI_EVLaTION � 65m.39 f`�M2,0 ELEVATfON • 631.54 N 84i555 E 19L1128 N 855245 E L911188 L STFaTION 6�0m.00 Y16 STATION 1��mm.00 S 24'59'17.a8" E CiiST 664.90 N 38'�1'47.46" w �iST 231.Fti CHISLEO Sl�UF1RE IN CONCRtTE BPSE OF LT RR SPIKE IN BASE OF 15" SWEETGI�M POLE........................................ .........................>............<. .,.........,............,...>........... *�_��•_,�•��,••�,•,�„ �<<,•••_�„•_,,•�, gM2I ELEVRTION - 65E=90 BM2 CLEVqTION • 6A9.25 N 853378 E I915566 N 843583 E 1911804 Y10-3 STATION 29�21.88 L ST/TION 23-q2.00 238 RIGHT N 12'42'4.46" W OIST 1161.20 RR SPIKE 1N BASE OF 12 " MAPLE RR SPiKE ]N BFaSE OF 2m' RED OqK ..�,..�,,..�,..� .............�..,��,..�, .�,..�,...�,...�...�,..�,...�,..�....��. ........................................ ..........,,...,...,....,..'............ BM3 ELEVATION - 657.�1 BM22 ELEVATION 6m7.`2 N 845477 E 1913014 N 851700 E La16086 L STaTION 46�6A.m8 14m LEFT Y18 STqTION 23•3I.m0 12L� RIGHT RR SFIKE ]N B(SE OF 3B" PINE RR SPIkE IN BASE OF 18' SWEETGUM ........................................ ...............,...,....,........,...... BM4 ELEVATION = 611.79 BM23 ELEVF1Ti0N - 629.0] N 847529 E 19I34m1 N 85033� E I916496 l STATION 6e�6<^.�B 194 RiGHT Y1�9 STATION (0-mB.OVJ RR SPIKE SN BASE OF 12" SWEETGUM S 31'31'46.42" E �IST 262.76 ---�------_--�--�---.-------�----�---�-. RR SP1KE IN BASE OF 12' SWEETGUM ..�,_..,__..�_.��,_�.,_.�>._.�.,._�,_.�, .,,..�,_...,_.�,._.�,...�._��.._�.,�.�„ BM5ELEV4ITION = E17.05 ,_��•_,�••�,••�,••�„ �-,,•�•_•_••�,••_,• N 84887N E 19133t! BM24 ELEVATION • 614.07 L STFITION 82-83.00 198 RIGHT N 843054 E L907977 RR SPIKE IN BISE OF 16" POPLPR BY1 STAT]ON S�mm.em -,----�---------�----------------------- S 13't8'32.59" W �IST 156.38 ..�...�,..��,,.�,.,��,,.���_,��..,�.,.�, RR SPIKE IN BASE OF 15" OA4: BM6 ELEVFaT10N 593.ti ..--.«,_.,�_.�„ ....................<,_ N 850563 E 1913275 --,--•,--,.,-�--------------- „-� „---., L STFTION 1B3•58.mm 202 LEFT BM25 ELEVFITION - 620�73 RR SP1KC IN BFaSE OF 1�" POPLAR N 843�12 C I9m9flmA ..,........< ............................ BYI STRTION 24�21.mQ I08 FIGHT ��_•" _,�•�_�,-��,< «��•����•_„ ��_,,,�� RR SPIKE IN BF1SE OF 16" SWEETGUM BM7 ELEVPTIGN . 624.9h .,...�...� ............................... N853m53 E 19L388L .,,..�.....,�.�,�,��,.,.�,.,�,,,�.>,.�.. L STFaTION 123�43.mS 572 RIGHT BM26 ELEVRTION - 625,71 RR SPIKE IN BASE OF 24" MFIPLE N 843698 E I914m71 ••_••,�••,��,,,_� „�••�••,,•,_•,�,_,••�• BY1 STF1T]ON 67�27�00 77 RIGHT ..........�.,...,...�,...>...•,.......�. RR SPIYE IN BASE OF 18" Gf1K BM8 ELEVATI�N - 643.49 .•...•.....,...•...> .................... N855292 E 191279�5 •,,,.�„ �•.,..�,.. «,.,�_.-.����_�„�_,. L���TaT10N 148•53.am 284 R1GHT BM27 CLEVATION • 545.Vi5 CHISLEO MPRK ON SW COFNER OF CONC. FPO N 843639 E I916428 �•*,��*,��•_,���„ ��_•�<<����_,,,•_,���, L STPTION 48�68.00 3]18 RIGHT ��•��������•��������-����•������������•y TOF' GF BOLT OVER HEl�� SiGN IMEBANE OAK=�� ftM9 ELEVATION - EB5.Q3 R0.) N 856978 E 19I2953 .....•...•.,...,..�,....,...�...._...•.. L ST/TION 165-52.m1� 233 LEFT ,-,---,-�----�-------------�-,-.----�.., RR SPIKE IN ROOT OF 10" F1SH BM28 ELcVATSON - 649.50 -----------------�--.-,-..,--•.--.,.-.•. N 846256 E I910622 ......> ..................>............<. Y7 STF1T[ON 1m-0m.m0 BM10 ELEVRTION - 627.17 N 89'06'28.92" W �IST 639.72 N 857799 E 197A773 RR SPIKE IN BPSE OF 12" SWECTGUM L STATION 184•72.Bt� 2L4 RIGHT •_•,•_,••�,,•<<,*,�_,�-_,•-,��,�_�>-,*,• kR SPIKE 1N B(5E OF 15° MRFLE ••��^�^���^•���•���_��������>^��•���^•�� .._•..�...•....� ..................•...•. 6M29 ELEVATION 6[3.?7 ���,_��,�.��,..�,,..�„ ��,,,.,.,,.�,..�, N 843372 E I914530 BM17 ELEVRTION � 619.12 Y9 STRTION 13•44.m0 4t3 RIGI-17 N 858576 E 19f6733 RR SPiKE IN BPSE OF 15" ORK Y20 STRTIUN 1L�-00.00 ,��_.�,_..�>._�,..�,._..�,..,.,.,�,..�,. S 83'29'0.91" E �LST 2H�4.08 =____________________________________�.. RR SPIKE IN BASE OF 20" POPLAR BM38 ELFVF1Ti0N - 67E.84 ••<••••••••�,••�••••••••�•••••�••,•••••• N if45665 E I51552[ --�,-�„-,�----------------------------- Y6 STtaT[ON 3m-98.m0 231 R[GHT BM18 ELEVRTION = 606.94 RR SPIKE IN ROOT OF 4G" OAK N 858876 E 191372t ..__,«,_.,�_.�„ _.,,__.,,_.��_...,..<,_ Y20 STATION t0�0Q.�D0 ........................................ 5 s35'31'59.85" W OIST 226.68 BM31 ELEVFITION - 673=43 Rf: SP1KE IN BFaSE OF lE" MRPLE N 845933 E t916893 .,.........< ............................ ftY2 STRTION 5•a�l.m0 .��...�,..��,,.�,,.��,..�,...�.,..�,_,�, N 80'49'S.39" E OIST 3865.53 SM19 ELEVFaTION • 66m.04 RR S�'II�F IN (��Sf� 01' 12" I�'OP:nla N854840 E L9L464L ,•••••,,•,•,•,•_..*�••••_••,�•,,�•>,•�•. Y16 STRTION 43�25.50 1L7 RIGHT RR SFIKE 1N BASE OF t6" PiNE DATUM DESCRIPTION THE LOCAL[ZED COORD[NATE SYSTEM DEVELOPED FOR TH[S PROJECT IS BASED ON THE STATE PLANE COORD[NATES ESTABL[SHED BY NCDOT FOR MONUMENT "U3109-3" WITH NAD 83/95 STAIE PLANE GRID COORDINATES OF NORTH[NG: 854967.949(ft) EASTING: 1914759.215(ftl ELEVATION: 659.17'(ft) THE AVERAGE COMB[NED GRID FACTCIR USED ON THIS PROJECT (GROUND TD GRID) [S: 0.9999552720 THE N.C. LAMBERT GRID BEARING AND LOCAL[ZED HORIZONTAL GROUND DISTANCE fROM "IJ3109-3° TO -L- STATION 9+q8.17 IS S 16°46'43° W 13,048.70� ALL LINEAR �IMENS[ONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED 1S NAVD 88 G�S Calibra#ior� Report Proleer : u3TD9_Corrrrol_5heet_730528 1TF °iumber L-31ff� � s�e �� ��� Cuordinato 5vxtem �%5 Shte Plane 1983{ae 00 , �� Horiaont�T �amm �Ir1U 1483 (Cam�} '4'crura] F?atvm NAVD88 t'ovr�natc L`mts I75 sw�ce} feet I±ist�a�ce i nirs US s�uve}� Seet Hright C-nits LjS s�¢ce}' � LOC:IL SPIE Lti"FORlL�TLOti L[+calized �rouud II31U9-3 Latitude 36"45`SS.d78a7"14 Lcon�taide 79°i7'18.68783"`R' SueSeaiYsFaekw 1.00�17340 Heigffi S�C[}.�35s8 na�� � r� ZoQr Genid Slodrl S UR VEY C01�TROL SHEET U-3109A Geaid Atadei I1c�i�iNau G99N�' i�:�:o3 a�u sr�sr�oi3 Residual l]ii%rences Bet�reen GPS (4'4'GS84� Ar�d Local Cvardina#es Nvrth Carc�lius 32D0 Summan� ��C kiassmam errnr Raet lliran Sqaarr reraa Paint Fiorixnntal �.(i(71s8 0.� iI3149� GPS �'rrheal d.00[)s8 Q.BKIO i731[f9-1 GFS I�IFlF-�lII'Sf�d9.I O.q01sfl d_tl00 iT3169� GPS 'Il`ke �ort# Caroliaa Urparhneat oiTraasportatio�e asex a Loraiized Cnordiw��e Sr�ste�, n•hich is ren similar to lorth C'araiina Zoae 3?OD From nhirh it is drrirrd. Yle�se takr care i�i, utiliiing rFaese eaoa ciia�:�tez t�r elimin�te confusiun af ttie t�o sr stems. ihis file is ta aid in the nsr of Real7ime Iunrma4tr (RTIi:) GP5 during caustrucriou IaFagt. Datu� Te•ansformalion Par�metez•s ��t111T1 Ttc�I15f�I'[112i1�11 C[7111j]LliO$lOil T10i Y'�t"�ll�St�C� L�pd:�ted I?efault Prnjecrion {Trarns�-erse 1lercator) I)e6nition U�dated defa�.ilt �1-ojzctiax� i�4t reqii�sted Ha�•izvnlal Adjustutent Far�wete�°s NoetLing caordinate o[raraaan ceater Eastmg coo�dinate af rotatian ceater Rutation ahont the cen[er paint ?raasla[ioa nortL Translatiaa east 5cak Llrtor �"et•tical Adjustmenf Parameters !�vmthiut coai�diwrytr e[ origiu puiut Easting coordinatr af ori�n �oint '1-r�ricai upsntion st origia 51opr nontL 51apr east $53G$9.783sfl 1915272.Olbsfl U°OQ°QO" 4.00Osft U.Of3f]s!! D.99919998 &4I �U7. j�7�is8 191(R133.b54s8 D.DUDsB -O.U20ppm O.D33ppm Poiat Rrsiduals 'Si'GSS-I Cour�iu►ates Cakalatrd point Loca1 Coordinates F4R DISPLaT �IvZF Po�nt Latirade Lvngitude Heig�t Paiut Latimdr Laag3t�dc Hrig4t Pamt Latitnde Loagdimdr Height Pfl.�t Laurude Lottgitade Hei��t Paint I.afitnrte Longitgde H�a;kt Paiuc Lammdr Lnn�itudr HrigLt U3149-1_GPS P�ort6ina 3Cs°03'34_27536"I+II Easung 79°i8'10.&$154"LV Eieiaeon 553.36Isft Hotz error i'ert error 3D error ����-� 'C*� n�6li�IRg 36°03'S3.80956":'� Easang 9 79°F8'�3.1$69$'"LCt Ekcatiaa 563.74?s#t Horc rrror 5'xrt error 3D rrrar iF3iD9-3 GPS �oirthing 3G°OS'S5.47847"N Eastin; 79°tT18.6S383"R` E3rruion 56D.031sf1 Hora ecror ti�ert error 3D error u3�trs� cps tr'��a 36°OS'S4.d5332'N Easriag 79°i6'S7149i�"W Ekration 5&3.2�4s8 Horz errnr ti�ee[ errar 3D errar U3I09-5 GPS `�anl�ane 3fs°!17'S02W33'?�x Easung 79°Fb31.01174"L�' EiecaCion 531.846sfl Hatz error i'ert errar 3U error Ci3iUti�6_GPS P«�rt4ina rt 36°081p?_83fi33"i+I Easting 74°Efi35.AA079'"S'V �kraaa� 524 BUd�sB liorx error �'crt ermr 3b error GPS CALIBRATION REPORT 1. THE SITE LALIBRAIIDN S�IOWN i5 BASFD 11PON 9 NETWURK "_CD lU 7;F U31B5A_LS_GPSCFLID�HTML THE HARN (HIGH ACCURACY REPEREN�E NETWORK) NAD 83/95 ADIUST- T1F Li31B9A_LS_WG584.TXT MENT. THIS CRLIBRATION WILL ALLOW THE END USER TO WORK WITH- T1P U3109A_LS_LOCAL.TXT IN THE SAME COORDINRTE �YSTEM WHEN USING R7K (REAL-TIME TIP U3109A_LS_CONTROL.TXT KINEMATI G GPS AN� A LQLAL 6ASE STATION. IF ANOTHER SYSTEM SUL'H AS VRS (VIRTUAL REFERENCE SYSTEMI IS USE�, AO�ITIONAL THE WGS84 AND LOCAL FILES ARE COMMA ❑ELIMITE❑ ANO CP.N BE USE� TO REPRODUCE THE SITE LALIQHATION FOR THE ENO USER'S ,PS EUUIP- FIEL� TIES MAY 6E NEEOEO 70 REDUCE POSSIBLE ERRORS OR 61RSES. MENT. IF FURTHER INFORMATION 1S NEEDED. PLEASE CONT9CT THE 2 THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY LOCRTION F1ND SURVEYS UNIT. BY SELECTING NCDIT PROJEIT CONTROL DATA AT: HTTPS://CONNECT.NCOOT.GOV/RESOURCES/LOL97IOV/Pq,ES/L�GGAULT.ASPX PRl7JECi C�]NTROL ESTABLISH�U USENG GL7PRL POSIT16NiNG SYSTFM. NETWORK ESTqBLISHEO FROM EXISTING MONUMENTATIOV. r=i� Fi�Es Tn eE FouNo A�E As Fr��ows: 8412p7.243s8 Point i33141-1 191f4S33 669s8 Vorrhing 65z.�A9sft Easting O.U09� E4rz�aaan O.OQOsB Lrrilixrd 0.0(1Qsfl Qoalih S�7?S9$ 1SGSPt POSLi L.'3104-7 1911[Sb9.6b6s#� Va�thinc G62.331s$ East�ag "ag D.f101sft Ektiadon O.ROQsR L�dliud D.001sR (�raalin� 834961.950sft Pomt U3ifN3-3 1914759.2i5s� Vorthing 659.166s$ Ea�ting O.00OsB Ek� adon 0.400sfl IIeliard @.Q�OsS Qnalin• 8��859.237s8 Painr li3109�# 1916526.5#3sft 'VorcLing 683 386�d E�stiaeg U.00lsft Ekradon. �.�OOsit Lriuliud o.oai�st r��n� 866558.?iTsft Point ti3109-5 19187f11.130s8 Voething 631163sft Easting O.00lsft Ekraaon o.aoo�e nrilue� 0.80isfS �ualit� 867$37.120sfl Pamt LT3104-6 1918347.625s8 Varth�ng 629AS9sfl East�n� O fl00sft Ekcaeon G.DOOs� L?tiliud O.00psft (�aalih• 841707_24ds$ 191U133.66Srsfl 65?.�9s� H�a and Vert �qII�C�P� QlFiilt}• Sd��9d.1$bs8 14'11(76).665s$ 66?331s8 Horc and Vert CamSrol qualrty 85d947,950stt 1915759.�I5s8 65�.16Gs8 HOR � VCIS 'C0�01 Rj%181G}' 854859.23&fl l9IfiS�6 543s@ G8338Cs8 Horz m3 Vert cou4rol quality 8Gfi9S8.277s8 19187D4.13Qsfl 63 i.163sE x� �a c� Cauxrol quaid}• 867837.1?(ls8 t4Y8317:fi25sfl G?9.684sft Horz aud Vert Camtrol qc�alrt}, Pomt U3104-7_+GPS ]tiv�ihing Latitode 3G°OS'10.51959"�1 Eastisg Lon�tade 79'17�OQ.16384"fE' Ek�•atisutt Hrigha 534_103s$ Harxerrnr 1'en rmoa 3D error Point U31D9-8 GPS 7tiunLing Lxatade 3s°a5'17-s�a�a?°�i Eastiat Longitndr 79�°17�02.54326"SL' Ek�ation E'eighF S10.D70sR Hors errar �`ert rravr 3Ii rrrar PROJECT REFERENCE NO. SHEET NO. U-3109A 1C-3 Location and Survevs 854317 134stt Poinr ti3109-7 19ib2fr6.37�s8 \orrh� 433.226s8 E�sun� U.OtlQs� Efez•atian U.800�E l�elisrd 0-4QDsft Qnatin� SSi077.119sR Point ti31fJ9� 19i(�8.953s8 :VmrtLing G09.193s8 Eas�ng �-O�Osft Elesa6tion � U@dsft L�ta�ized 6.ObnsB iQoa4h• Qo DATUM DESCRIPTI01� SSQ1i7.130s8 19iG�66.3»s5t 633.2?fis8 Horz a� 4"ert Gunaolquality 854077.i19s8 19160G8.963s8 489_Y93sfl Horzand Vert Can�hai qualdy �f�HE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJFCT IS BASED ON THE STATE PLANE COORDINATES ESTABLISNED BY NCDOT FOR MONUMENT "U3109-3" WITH NAD 83/95 STATE PLANE GR1D COORDINATES OF NO�THING: 854967.949(ft) EASTING: 1914759.215(ft) ELEVATION: 659.17'(ftl THF AVFRAGF COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRIDI IS: 0.9999552720 THE N.C. LAMBERT GRID BEARING AND I.00ALIZED HORI7_ONTAL GROUND UISTANCE FROM °U3109-3° TO -L- STATION 9+qg.17 IS S 16°46�43'� W 13,048.70' ALL LINFAR DIMENSIONS ARE LOCALiZED HORIZONTAL DISTANCES VERTICAL DATUM USFD IS NAUD 88 o��� NOTE: DRAWING NOT TO SCALE I I Point# Chain Station Northin Y Eastin X 1 L 6+00.00 842158.1400 1910847.5800 2 L 7+00.00 842249.0772 1910889.1784 3 L 8+00.00 842340.0144 1910930.7768 4 L 9+00.00 842430.9516 1910972.3752 5 L 10+00.00 842521.8888 1911013.9736 6 L 11+00.00 842612.8259 1911055.5721 7 L 12+00.00 842703.7631 1911097.1705 8 L 13+00.00 842794.7003 1911138.7689 9 L I 14+00.00 842885.6375 1911180.3673 10 L � 15+00.00 842976.5747 1911221.9657 11 L I 16+00.00 843067.5175 1911263.5518 12 L 17+p0.00 843158.6888 1911304.6339 13 L 18+p0.00 843250.1993 1911344.9548 14 L 19+00.00 843342.0426 1911384.5117 15 L 20+00.00 843433.8807 1911424.0799 16 L 21+00.00 843525.2211 1911464.7837 17 L 22+00.00 843616.0456 1911506.6259 18 L 23+p0.00 843706.3400 1911549.6002 19 L 24+00.00 843796.0902 1911593.6998 20 L 25+00.00 843885.2822 1911638.9178 21 L 26+00.00 843974.1021 1911684.8636 22 L 27+00.00 844062.9140 1911730.8251 23 L 28+00.00 844151.7258 1911776.7865 24 L 29+00.00 844240.5376 1911822.7480 25 L 30+00.00 844329.3322 1911868.7428 26 L 31+00.00 844417.3483 1911916.1996 27 L 32+00.00 844502.6572 1911968.3328 28 L 33+00.00 844582.8611 1912027.9841 29 L 34+00.00 844656.3666 1912095.7167 30 L 35+00.00 844722.3538 1912170.7935 31 L 36+00.00 844780.9919 1912251.7649 32 L 37+00.00 844834.6287 1912336.1544 33 L 38+00.00 844886.2036 1912421.8281 34 L 39+00.00 844937.6299 1912507.5913 35 L 40+00.00 844989.0562 1912593.3545 36 L 41+p0.00 845040.4826 1912679.1178 37 L 42+p0.00 845092.1863 1912764.7134 38 L 43+00.00 845145.9830 1912849.0026 39 L 44+00.00 845204.1170 1912930.3461 40 L 45+00.00 8452682143 1913007.0677 41 L 46+00.00 845338.2377 1913078.4217 42 L 47+00.00 845413.7394 1913143.9515 43 L 48+p0.00 845494.2364 1913203.2381 44 L 49+00.00 845579.2138 1913255.9022 45 L 50+00.00 845668.1281 1913301.6069 46 L 51+00.00 845760.4105 1913340.0598 47 L 52+00.00 845855.4707 1913371.0151 48 L 53+00.00 845952.7006 1913394.2746 49 L 54+p0.00 846051.4784 1913409.6897 50 L 55+00.00 846151.1721 1913417.1616 51 L 56+00.00 846251.1441 1913416.6427 52 L 57+00.00 846350.7811 1913408.3825 53 L 58+00.00 846449.7930 1913394.4160 54 L 59+00.00 846548.3536 1913377.5171 55 L 60+00.00 846646.8185 1913360.0624 56 L 61+00.00 846745.2834 1913342.6075 57 L 62+00.00 846843.7482 1913325.1527 58 L 63+00.00 846942.2131 1913307.6978 59 L 64+00.00 847040.6779 1913290.2429 60 L 65+00.00 847139.1428 1913272.7880 61 L 66+00.00 847237.6076 1913255.3332 62 L 67+00.00 847336.0725 1913237.8783 63 L 68+00.00 847434.5373 1913220.4234 64 L 69+00.00 847533.0022 1913202.9686 65 L 70+00.00 847631.4671 1913185.5137 66 L 71+00.00 847729.9319 1913168.0588 67 L 72+p0.00 847828.3968 1913150.6039 68 L 73+00.00 847926.8616 1913133.1491 69 L 74+00.00 848025.3790 1913115.9956 70 L 75+p0.00 848124.2080 1913100.7606 71 L 76+00.00 848223.5227 1913089.1303 72 L 77+00.00 848323.2230 1913081.4809 73 L 78+00.00 848423.1494 1913077.8246 74 L 79+00.00 848523.1422 1913078.1671 75 L 80+00.00 848623.0413 1913082.5080 76 L 81+00.00 848722.6868 1913090.8404 77 L 82+00.00 848821.9195 1913103.1508 78 L 83+00.00 848920.6014 1913119.3014 79 L 84+00.00 849018.8399 1913137.9821 80 L 85+00.00 849116.9470 1913157.3472 81 L 86+00.00 849215.0525 1913176.7202 82 L 87+p0.00 849313.1580 1913196.0931 CENTERLINE COORDINATE LIST Point# Chain Station Northin Y Eastin X Point# Chain Station Northin Y Eastin X Point# I 83 L 88+00.00 849411.2635 1913215.4660 165 L 170+00.00 857093.6058 1913463.3199 247 84 L 89+00.00 ' 849509.3690 1913234.8390 166 L 171+00.00 857153.1932 1913543.6278 248 85 L 90+00.00 849607.4745 1913254.2119 86 L 91+00.00 849705.5800 1913273.5849 87 L 92+00.00 849803.6855 1913292.9578 88 L 93+00.00 j 849901.7910 1913312.3307 89 L 94+00.00 I 849999.8965 1913331.7037 90 L 95+00.00 850098.0020 1913351.0766 91 L 96+00.00 I 850196.1075 1913370.4496 92 L 97+00.00 8502942130 1913389.8225 93 L 98+00.00 850392.4608 1913408.4541 94 L 99+00.00 850491.0051 1913425.4477 95 L 100+00.00 I 850589.8190 1913440.7966 96 L 101+00.00 850688.8750 1913454.4965 97 L 102+00.00 I 850788.1455 1913466.5436 98 L 103+00.00 I 850887.6030 1913476.9347 99 L 104+p0.00 I 850987.2198 1913485.6667 100 L 105+00.00 851086.9684 1913492.7374 101 L 106+00.00 I 851186.8209 1913498.1446 102 L 107+00.00 851286.7497 1913501.8870 103 L 108+00.00 � 8513867270 1913503.9635 104 L 109+00.00 851486.7250 1913504.3734 105 L 110+00.00 851586.7160 1913503.1168 106 L 111+p0.00 851686.6721 1913500.1939 107 L 112+00.00 I 851786.5656 1913495.6055 108 L 113+00.00 I 851886.3688 1913489.3529 109 L 114+00.00 851986.0539 1913481.4379 110 L 115+00.00 852085.5932 1913471.8627 111 L 116+00.00 , 852184.9592 1913460.6299 112 L 117+00.00 I 852284.1241 1913447.7426 113 L 118+00.00 852383.0605 1913433.2045 114 L 119+00.00 I 852481.7409 1913417.0194 115 L 120+00.00 852580.1378 1913399.1921 116 L 121+00.00 852678.2240 1913379.7273 117 L 122+00.00 852775.9721 1913358.6306 118 L 123+00.00 852873.3550 1913335.9077 119 L 124+00.00 852970.3458 1913311.5650 120 L 125+00.00 853066.9173 1913285.6093 121 L 126+00.00 I 853163.0429 1913258.0477 122 L 127+00.00 I 853258.6958 1913228.8879 123 L 128+00.00 853353.8494 1913198.1380 124 L 129+00.00 853448.4774 1913165.8066 125 L 130+00.00 853542.5534 1913131.9026 126 L 131+00.00 853636.0512 1913096.4355 127 L 132+00.00 853728.9450 1913059.4150 128 L 133+00.00 I 853821.2089 1913020.8516 129 L 134+00.00 853912.8173 1912980.7558 130 L 135+00.00 854003.8673 1912939.4054 131 L 136+00.00 I 854094.8604 1912897.9294 132 L 137+00.00 ' 854185.8535 1912856.4535 133 L 138+00.00 854276.8466 1912814.9775 134 L 139+00.00 j 854367.8397 1912773.5016 135 L 140+00.00 854458.8328 1912732.0256 136 L 141+p0.00 854549.9975 1912690.9298 137 L 142+p0.00 854642.1565 1912652.1285 138 L 143+00.00 854735.9923 1912617.5923 139 L 144+00.00 854831.4370 1912587.7891 140 L 145+00.00 � 854928.2519 1912562.7934 141 L 146+00.00 855026.1951 1912542.6677 142 L 147+p0.00 855125.0218 1912527.4622 143 L 148+00.00 I 855224.4849 1912517.2150 144 L 149+00.00 855324.3359 1912511.9517 145 L 150+00.00 I 855424.3251 1912511.6855 146 L 151+00.00 I 855524.2027 1912516.4170 147 L 152+00.00 I 8556237190 1912526.1343 148 L 153+00.00 I 855722.6252 1912540.8132 149 L 154+00.00 � 855820.6742 1912560.4171 150 L 155+00.00 I 855917.6209 1912584.8969 151 L 156+00.00 I 8560132229 1912614.1913 152 L 157+00.00 � 856107.2414 1912648.2273 153 L 158+00.00 I 856199.4412 1912686.9197 154 L 159+00.00 I 856289.5921 1912730.1719 155 L 160+00.00 , 856377.4685 1912777.8756 156 L 161+00.00 I 856462.8509 1912829.9117 157 L 162+p0.00 I, 856545.5259 1912886.1501 158 L 163+00.00 856625.2869 1912946.4503 159 L 164+00.00 856701.9344 1913010.6615 160 L 165+p0.00 856775.2769 1913078.6232 161 L 166+00.00 856845.1310 1913150.1656 162 L 167+00.00 856911.3223 1913225.1098 163 L 168+00.00 856973.8522 1913303.1387 164 L 169+00.00 857034.0157 1913383.0141 167 L 172+00.00 857212.7805 1913623.9356 168 L 173+00.00 857272.3678 1913704.2434 169 L 174+00.00 857331.9552 1913784.5513 170 L I 175+00.00 857391.5425 1913864.8591 171 L I 176+00.00 I 857451.1299 1913945.1670 I 172 L 177+00.00 857510.7172 1914025.4748 173 L 178+00.00 857570.3045 1914105.7826 I 174 L 179+00.00 857629.8919 1914186.0905 I 175 L 180+00.00 857689.4792 1914266.3983 176 L 181+00.00 857749.0665 1914346.7062 177 L 182+00.00 857808.6539 1914427.0140 I 178 L 183+00.00 857868.2412 1914507.3218 179 L 184+00.00 857927.8286 1914587.6297 180 L 185+00.00 857987.4159 1914667.9375 I 181 L 186+00.00 858047.0446 1914748.2146 182 L 187+00.00 858107.5572 1914827.8253 183 L 188+00.00 858170.4450 1914905.5678 I 184 L 189+00.00 858236.3662 1914980.7546 185 L 190+00.00 858305.2413 1915053.2452 I 186 L 191+00.00 858376.9601 1915122.9236 187 L I 192+00.00 858451.4080 1915189.6782 188 L 193+00.00 858528.4658 1915253.4023 189 L I 194+00.00 858608.0103 1915313.9939 190 L I 195+00.00 858689.9141 1915371.3562 191 L 196+00.00 858774.0463 1915425.3972 I 192 L 197+00.00 858860.2723 1915476.0307 193 L 198+00.00 858948.4541 1915523.1755 194 L I 199+00.00 859038.4073 1915566.8487 195 L 200+00.00 859129.4861 1915608.1334 196 L 201+00.00 859220.8746 1915648.7307 197 L 202+00.00 859312.2678 1915689.3173 198 L I 203+00.00 859403.6611 1915729.9040 199 L 204+00.00 859495.0543 1915770.4907 200 L I 205+00.00 859586.4475 1915811.0773 201 L 206+00.00 859677.8407 1915851.6640 202 L I 207+00.00 859769.2340 1915892.2506 203 L � 208+00.00 859860.6272 1915932.8373 204 L 209+00.00 859952.0204 1915973.4240 205 L 210+00.00 860043.4137 1916014.0106 206 L I 211+00.00 860134.8069 1916054.5973 207 L 212+00.00 860226.2001 1916095.1840 208 L I 213+00.00 860317.5934 1916135.7706 209 L I 214+00.00 860408.9866 1916176.3573 210 L 215+00.00 860500.3798 1916216.9440 211 L 216+00.00 860591.7731 1916257.5306 212 L i 217+00.00 860683.1663 1916298.1173 213 L 218+00.00 860774.5595 1916338.7040 214 L 219+00.00 860865.9528 1916379.2906 215 L 220+00.00 860957.3460 1916419.8773 216 L 221+00.00 861048.7392 1916460.4640 217 L I 222+00.00 861140.1324 1916501.0506 218 L I 223+00.00 861231.5257 1916541.6373 219 L I 224+00.00 861322.9189 1916582.2239 220 L 225+00.00 861414.3121 1916622.8106 221 L � 226+00.00 861505.7054 1916663.3973 222 L 227+00.00 861597.0986 1916703.9839 223 L 228+00.00 861688.4918 1916744.5706 224 L 229+00.00 861779.8851 1916785.1573 225 L 230+00.00 861871.2783 1916825.7439 I 226 L 231+00.00 861962.6715 1916866.3306 227 L 232+00.00 862054.0648 1916906.9173 I 228 L 233+00.00 862145.4580 1916947.5039 229 L i 234+00.00 862236.8498 1916988.0938 230 L ' 235+00.00 862327.8839 1917029.4749 231 L 236+00.00 862417.3109 1917074.2017 232 L 237+00.00 862503.9049 1917124.1839 I 233 L 238+00.00 8625872080 1917179.4772 234 L 239+00.00 862666.8948 1917239.8655 � 235 L 240+00.00 862742.6543 1917305.1131 I 236 L 241+00.00 862814.2515 1917374.9054 I 237 L 242+00.00 862882.6507 1917447.8491 238 L 243+00.00 862949.9511 1917521.8130 239 L � 244+00.00 863017.2157 1917595.8094 I 240 L 245+00.00 863084.4804 1917669.8058 241 L 246+00.00 8631517451 1917743.8022 I 242 L 247+00.00 863219.0097 1917817.7986 I 243 L 248+00.00 863286.2744 1917891.7950 244 L 249+00.00 863353.5391 19179657913 245 L 250+00.00 863420.8037 1918039.7877 246 L � 251+00.00 863488.0684 1918113.7841 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 299 300 301 302 303 304 305 306 307 308 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 Y6 Y6 Y6 Y6 Y6 Y6 Y6 Y6 Y6 Y7 Y7 Y9 Y9 Y9 Y9 Y9 Y9 Y9 Y9 Y9 Y9 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 Y10 252+00.00 863555.3331 253+00.00 863622.5977 254+00.00 863689.8624 254+50.87 863724.0775 10+00.00 846007.1879 11+00.00 845991.2121 12+00.00 845975.2362 13+00.00 845959.2604 14+00.00 845943.2846 15+00.00 845927.3088 16+00.00 845911.3329 17+00.00 845895.3571 18+00.00 845879.3813 19+00.00 845863.4055 20+00.00 845847.4296 21+00.00 845831.4538 22+00.00 845815.4780 23+00.00 845799.5022 24+00.00 845784.6970 25+00.00 845779.9885 26+00.00 i 845787.2693 27+00.00 I 845805.8482 28+00.00 845827.1796 2g+00.00 845848.5110 30+00.00 845869.8424 31+00.00 845891.1738 34+00.00 845955.1680 34+g5.18 845973.3373 10+00.00 846245.5804 11+00.00 846240.7222 12+00.00 846233.5599 13+00.00 I 846226.2424 14+00.00 � 846218.9248 15+00.00 � 846211.8318 16+00.00 846205.9029 17+00.00 846201.2428 18+00.00 I 846197.3121 19+00.00 I 846192.3250 20+00.00 � 846184.4758 21+00.00 i 8461737407 22+00.00 846160.1288 23+00.00 846144.3037 24+00.00 846128.3279 25+00.00 846112.3521 26+00.00 846096.3762 27+00.00 846080.4004 28+00.00 846064.4246 31+58.27 ' 846007.1876 10+00.00 848046.0870 11+00.00 848140.1040 12+00.00 848229.9142 13+00.00 848321.0377 14+00.00 848419.4658 15+00.00 848519.4363 16+00.00 848619.4024 17+00.00 848719.3742 18+00.00 I 848818.8593 18+61.31 I 848879.0729 10+00.00 850375.2507 11+00.00 850475.0964 12+00.00 850574.3928 13+00.00 850672.7219 14+00.00 850769.4520 15+00.00 850863.7202 16+00.00 850958.2036 17+00.00 851054.6550 18+00.00 851152.6345 19+00.00 851251.0877 20+00.00 851349.5409 21+00.00 851447.9940 22+00.00 851546.3980 23+00.00 851644.5201 24+00.00 851742.3073 1918187.7805 1918261.7769 1918335.7732 1918373.4125 1913502.4922 1913601.2078 1913699.9234 1913798.6390 1913897.3546 1913996.0703 1914094.7859 1914193.5015 1914292.2171 1914390.9327 1914489.6483 1914588.3640 1914687.0796 1914785.9634 1914885.7924 1914985.4667 1915083.6877 1915181.3861 1915279.0844 1915376.7828 1915474.4812 1915850.7922 1911261.2756 1911361.1538 1911460.8966 1911560.6285 1911660.3604 1911760.1082 1911859.9316 1911959.8223 1912059.7450 1912159.6174 1912259.3054 1912358.7240 1912457.7897 1912556.5292 19126552449 1912753.9605 1912852.6761 1912951.3917 1913050.1073 1913403.7783 1914610.9740 1914576.9033 1914533.4264 1914492.8866 1914476.8750 1914478.8261 1914481.4298 1914483.6303 1914474.6190 1916236.4445 19162312166 1916219.5243 1916201.4170 1916176.1903 1916142.8651 1916110.1666 1916083.8336 1916063.9164 1916046.3959 1916028.8753 1916011.3547 1915993.5625 1915974.2801 1915953.3651 Point# Chain I Station Northin Y Eastin X 325 Y10 25+00.00 851839.7719 1915930.9919 326 Y10 26+00.00 851937.1815 1915908.3783 327 Y10 I 27+00.00 852034.5911 1915885.7646 328 Y10 �I 28+00.00 852131.2490 1915860.1995 329 Y10 I 29+00.00 852225.9911 19158282583 330 Y10 30+00.00 852320.1939 1915794.7820 331 Y10 I 31+00.00 I 852417.0151 1915769.9146 332 Y10 32+00.00 852515.7344 1915754.1912 333 Y10 33+00.00 852615.4902 1915747.7492 334 Y10 34+00.00 852715.4119 1915750.6446 335 Y10 35+00.00 852814.6273 1915762.8523 336 Y10 , 36+00.00 852912.5210 1915783.2060 337 Y10 i 37+00.00 853011.4562 1915796.6243 338 Y10 38+00.00 853111.2394 1915791.3177 339 Y10 I 38+g3.29 853194.2175 1915784.1472 340 Y11 10+00.00 852344.3092 1915787.6805 341 Y11 11+00.00 852352.7151 1915887.3205 342 Y11 12+00.00 852353.1191 1915987.2780 343 Y11 13+00.00 852346.5851 1916087.0629 344 Y11 14+00.00 852339.8136 1916186.8333 345 Y11 15+00.00 852333.0422 1916286.6038 346 Y11 16+00.00 8523262707 1916386.3743 347 Y11 17+00.00 852319.4993 1916486.1448 348 Y11 18+00.00 852312.7466 1916585.9165 349 Y11 19+00.00 852308.7047 1916685.8267 350 Y11 I 20+00.00 852301.9393 1916785.5976 351 Y11 I 20+80.49 852296.4816 1916865.9004 352 Y13 10+00.00 851617.3521 1913502.3981 353 Y13 11+00.00 851619.1911 1913602.3812 354 Y13 12+00.00 851621.0302 1913702.3643 355 Y13 13+00.00 851622.8693 1913802.3474 356 Y13 14+00.00 851624.7083 1913902.3305 357 Y13 15+00.00 851627.3503 1914002.2849 358 Y13 16+00.00 851642.8485 1914100.9459 359 Y13 17+00.00 851676.0650 1914195.1157 360 Y13 18+00.00 851726.0986 1914281.5328 361 Y13 19+00.00 851791.OS59 1914357.3677 362 Y13 20+00.00 851865.3051 1914424.3200 363 Y13 21+p0.00 851948.7183 1914479.1456 364 Y13 22+00.00 852041.5945 1914515.8031 365 Y13 23+00.00 852136.8889 1914546.1175 366 Y13 23+67.96 852201.6477 1914566.7182 367 Y16RPA 10+00.00 855058.4202 1913563.7159 368 Y16RPA 11+00.00 855157.8367 1913552.9292 369 Y16RPA 12+00.00 855257.2533 1913542.1425 370 Y16RPA 13+00.00 855356.6698 1913531.3557 371 Y16RPA 14+00.00 855456.0863 1913520.5690 372 Y16RPA 15+00.00 855555.5029 1913509.7823 373 Y16RPA 16+00.00 855654,9194 1913498.9956 374 Y16RPA 17+00.00 855754.3359 19134882088 375 Y16RPA 18+00.00 855853.7524 1913477.4221 376 Y16RPA 19+00.00 855953.1690 1913466.6354 377 Y16RPA 20+00.00 856052.5855 1913455.8487 378 Y16RPA 21+00.00 856152.0020 1913445.0619 379 Y16RPA 22+00.00 856250.8972 1913430.4987 380 Y16RPA 23+00.00 856347.8607 19134062139 381 Y16RPA 24+00.00 856441.9153 1913372.3701 382 Y16RPA 25+00.00 856532.1213 1913329.3057 383 Y16RPA 26+00.00 856617.5774 1913277.4508 384 Y16RPA 27+00.00 856697.4297 1913217.3236 385 Y16RPA 28+00.00 856771.0352 1913149.6810 386 Y16RPA 28+53.30 856809.1355 1913112.4072 N Z O > � � 6 FINAL PAVEMENT SCHEDULE � PROP. APPROX. 3�� ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, E.3 PROP. APPROX. 7° ASPHA�T CONCRETE BASE COURSE, TYPE 625.00, AT R 3 C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO AN AVERAGE RATE OF 399 LBS. PER SQ. YD. LAYERS. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 59.56, pROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT R 4 C`� AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO E 4 qN AVERAGE RATE OF 456 LBS. PER S�. YD. LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C 3 AT AN AVERAGE RATE OF 112 LBS. PER S�. YD. PER 1" DEPTH. TO E 5 PROP. APPROX. 4�/p" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, AT R 5 AN AVERAGE RATE OF 513 LBS. PER S�. YD. BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SB, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, C 4 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PEfl 1" DEPTH. TO E 6 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO R 6 BE PLACED IN LAYERS NOT LESS THAN 3° IN DEPTH OR GREATER BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. THAN 5�/p" IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, C'rJ AT�AN AVERAGE RATE OFPH68TLBSNCPERES�SURYA�CE COURSE, TYPE 59.56, E 7 AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH. TO S+ BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER PROP. APPROX. 7%p" ASPHA�T CONCRETE SURFACE COURSE, TYPE S9.SD, CFJ AT AN AVERAGE RATE OF 168 LBS. PER S�. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, D1 TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. D 2 PROP. APPflOX. 2�/p" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.08, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. D 3 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 219.0B, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. PROP.VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.08, AT AN AVERAGE RATE Of 114 LBS. PER SQ. YD. PER 1" D 4 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2�/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. PROP.VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" D 5 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2��2° IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 3° ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 342 LBS. PER S�. YD. E'Z PROP. APPROX. 5%2�� ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 627 LBS. PER S�. YD. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE f� E%ISTING C3 E7 �� D1 D5 OS D1 �� E7 � 2i„ Zi„ � � U T x � � �— 3 �� MIN. i MIN. � MIN.'� 3.0" MIN. Detail Showing Method of Wedging No. Wl ORIGINAL GROUND 6' Z j0 V� �Z � �= 6:1 io� 4' FDPf % i �08 THAN 5�/2" IN DEPTH. J � PROP 8" AGGREGATE BASE COURSE T K BASE TO BE TREATED WITH LIME (METHOD-SLURRY) TO A DEPTH OF 8", AT A RATE OF 20 LBS.PER SQ.YD.AS DIRECTED BY THE ENGINEER. OR BASE TO BE TREATED WITH CEMENT TO A DEPTH OF 7",AT A RATE OF 55 LBS.PER SQ. YD. AS DIRECTED BY TH EEN GINEER. N I GEOTEXTILE FOR PAVEMENT STABILIZATION R1 I 1'-6" CONCRETE CURB AND GUTTER. RZ 2'-6" CONCfiETE CURB AND GUTTER. J 1 PROP 4" AGGREGATE BASE COURSE J 3 PfiOP VAR. AGGREGATE BASE COURSE VARIES 19' TO 34' U 2'-9" CONCRETE CURB AND GUTTER. 5° MONOLITHIC CONCRETE ISLAND (KEYED IN) GRASS ISLAND MILLED RUMBLE STRIPS 4" CONCRETE SIDEWALK EARTH MATERIAL EXISTING PAVEMENT �/1 I MILLING 3" VZ I MILLING 1%p" W1 I VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS) WQ I VARIABLE DEPTH ASPHAIT PAVEMENT (SEE WEDGING DETAILS) W3 � —L— (N C119) ._ VARIES 18' TO 34' _ i 2' I ` i 0`02. 0`02 7 0.02, C� L-- —. —_—i � y D1 il 10" ��„ EXIST. VARIES / 33' - 59' GRADE TO THIS LIN� TYPICAL SECTION NO. 1 -L- STA. 14 + 30.00 TO STA. 15 + 84.00 � �i VAR. �� 7: � C � T O 6'�II�� 4��, SEE PLANS FOR SIDEWALK LOCATIONS VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS) � E%ISTING C4 E6 CZ D3 D4 D4 D3% �Z E6 � � � � r„ i � z;�� �� 3.0" � MIN. MIN. � MIN.'} � 3.0" i MIN. Detail Showing Method of Wedging No. W3 PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A—1 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION iii4iY6'YNci."c�en� , DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INSET 1- NARROW WIDENING INSET lA - NARROW WIDENING PAVEMENT DESIGN TO BE USED IN NARROW pAVEMENT DESIGN TO BE USED IN NARROW WIDENING AREAS OF LESS THEN b FEET WIDENING AREAS OF LESS THEN 6 FEET NOTE: CONSTRUCT MAINLINE PAVEMENT TO THE END OF RADIUS POINT AT ALL Y-LINE INTERSECTIONS N Z O � � 6 PAVEMENT SCHEDULE � ci �s" ss.sc C2 3" S9.5B C3 VAR. S9.SC C4 VAR. 59.58 C5 1 �/p" S9.5B D1 4" I19.00 D2 2�/2" I19.OB D3 4" I19.06 D4 VAR. I19.0B D5 VAR. I79.00 E7 3" 625.00 E2 5�/p" B25.00 E3 7" 625.00 E4 �4" 825.06 ES 4%p" 825.08 E6 VAR. 625.OB E7 VAR. B25.00 J7 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. ISLAND R6 RUMBLE STRIPS S 4" SIDEWA�K T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3° V2 MILLING �/p" W1 WEDGING W2 WEDGING W3 WEDGING NOTE: CONSTRUCT MAINLINE PAVEMENT TO THE END OP RADIUS POINT AT ALL Y-LINE INTERSECTIONS VARIES 2' TIE TO EXIST.� S� R2 '� 0.02 z -� , SEE PLANS FOR SIDEWALK LOCATIONS�l �J� Y�� VARIES 0' - 12' 1 1 � 0`02 10' 2' 74' W/GR 5, 4, b„ �\2 ) ,,�; r� 4 4 7 VAR.SLOPES 0.02 VAR. SEE X-SECTIONS � •�-�'� A� � �0 �� ,�, $ T � I F ���� ORIGINAL GROUND � -L- (N C119) VARIES 68' - 80' VARIES VARIES VARIES VARIES 12' - 15' 0' - 17 _ 4' - 16' 12' - 15' 0' - 15' GRADE � 2 � � W� . (R4 i POINT �.�2 �.�2 �.O? � �.02 . �- - -- -- -- - - - -- -- - - - -- - - - - - - - -- -- -.- ..- - . 14' 1 -0 02 _ *USE R3 AT LOW SIDE OF SUPERELEVATION, SEE PLANS FOR LOCATIONS EXIST. VARIES 33' - 59' GRADE TO THIS LWE - TYPICAL SECTION NO. lA -L- STA. 15 + 84.00 TO STA. 20 + 80.46 � -L- (NC119) -SBL- 12' 12' �� _ �R, SEE � � 1 PLAN (Cl � GRADE �j POINT�� � �.02 0 02 � ; ��/ � �- DETAIL 1 � -L- (NC719) VARIES I 12' VARIES 12' 4'- 12' ' 0'-10' J m � N 2p R4 �� � z � f � ' 0.02 �' p_p2 ; GR - � D1 � -- E1 (� 1 30' -NBL- �I E 12 i J� � SEE R� x � PLANS* � � �3 GRADE OA2 0.02 � � POINT - �� 0.02 �1 F- \ �� \ GRADE TO THIS LINE TYPICAL SECTION NO. 2 -L- STA. 34 + 25.07 TO 73 + 19.52 -L- STA. 36 + 83.38 TO 38 + 45.20 -L- STA. 109 + 00.48 TO 109 + 75.00 -L- STA. 48 + 55.00 TO 52 + 25.47 -L- STA. 163 + 32.91 TO 164 + 30.00 -�- STA. 70 + 36.39 TO 71 + 50.00 -L- STA. 192 + 30.00 TO 193 + 30.00 -L- STA. 86 + 47.68 TO 87 + 61.00 USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) INSET A 12„ � 5 T R2) Cl �n�A�r� ORIGINAL GROUND � '� �?!� 6„ N �� E7 K GRADE TO THIS LINE -L- STA. 68 + 00 TO 75 + 00 LT.&RT. VARIES 0' - 15' 2' i VARIES � � b1i C1 �R2 S j0% 0`02 �''� 0.02 VAR. 2:�TO \ I .,, b,�-I I �) 4�7 \\ VAR.SLOPES SEE X-SECTIONS ORIGINAL GROUND PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-2 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION �"s°iaso�o°vsvem,�v °sss�rv�in�seavcECENrEeNr �ci' R�,�� F ioaa ren�Ec,� �c z,ee9- s� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 72' 14' 2'i �p' � 14' W/GR ' � � � 6" I 4' S' � a.� �` Rz ��o ��`�` ti. 1'0z _ _ 0.02 ��-02 �VAR. VAR. SLOPES _ ?,� T SEE X-SECTIONS / �IT S � 6„ FE q.�_ El ���� ORIGINAL GROUND DETAIL lA � -L- (NC119) �2' VARIES 12' I VARIES - w'E- J�ro 0'-10' ' 4'- 12' � 'N � =!O ~jZ �--�- 4DE � C1 i� INT ��02 p�02 i �� 12' �� M-� � N O Z F GRADE -L- STA. 39 + 68.46 TO 41 + 2 6.89 -L- STA. 110 + 99. 72 TO 112 + 13.00 -L- STA. 55 + 00.00 TO 58 + 32.00 -L- STA. 166 + 10.00 TO 167 + 23.36 -L- STA. 72 + 90.00 TO 74 + 03.15 -L- STA. 195 + 40.00 TO 160 + 00.00 -L- STA. 88 + 85.00 TO 90 + 13.68 USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) INSET B � z ci� i� 12„ "r;%�� �' K N E4 ORIGINAL GRP.DE TO THIS LINE GROUND -L- STA. 93+25 TO 98+25 LT.&RT. -L- STA. 107 + 75 TO 111 + 50 LT.&RT. -L- STA. 125+00 TO 142+24 LT.&RT. -L- STA. 147 + 89 TO 165 + 50 LT.&RT. -L- STA. 177 + 50 TO 188 + 00 LT.&RT. Z O N > � � 6 PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 D1 4" I19.00 D2 2�/2�� I19.0B D3 4" I19.06 D4 VAR. I79.0B DS VAR. I79.00 E1 3" 625.00 E2 5�/p" B25.00 E3 7" B25.00 E4 4" 825.06 E5 4%2" B25.08 E6 VAR. B25.0B E7 VAR. 625.00 J1 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. SSLAND R6 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MILLING 1/p" W1 WEDGING W2 WEDGING W3 WEDGING 10' 6' 18' 10' 72' 13' W/GR � �� 4' O F n�� ` �. � FDPS �AA7n VAR. SLOPES \ Z� 0.08 OA2 _ SEE X-SECTIONS = O �� - ��� 6:) 4.� 6:1 / �� i ORIGINAL (� GROUND � *USE R3 AT LOW SIDE OF SUPERELEVATION, SEE PLANS FOR LOCATIONS � -L- (N C119) -SBL- -NBL- 12' 30' 1 �� �� �� y_ R1 SEE SEE �Rl x J � r � PLANS* PLANS' R3 � � GRADE �.AR3� ) POINT � � 0.02 0.02 T � /ARIES _ - �I�- I ��� 12' t .���� T T. 10„ GRADE TO THIS LINE TYPICAL SECTION NO. 3 -L SBL- STA. 73+19.52 TO STA. 142+35.11 (BEGIN BRIDGE) -L NBL- STA. 73+19.52 TO STA.142+47.09 (BEGIN BRIDGE) -L SBL- STA. 147+33.40 (END BRIDGE) TO STA. 196+00.00 -L NBL- STA. 147+37.41 (END BRIDGE) TO STA. 196+00.00 VARIES VARIES VARIES l Y- 15' 12' - 15' � � Rl)SEE ���/� ' TD � O R2 PLANS Cl 4; � J, VAR. SLOPES ��� 1 � p.02 0.02 SEE X-SECTIONS / � T � C��T - /� A�, SEE PLANS FOR �� / , SIDEWALK LOCATIONS I ��� � 1� ' - � �� ���� 1 ORIGINAL GROUND VAR. SLOPES VAR. SEE X-SECTIONS T"�77 r 1 ORIGINAL GROUND 'n��vn � NBL VARIES VARIES 14' - 15' SEE PLANS � (YR1 R1 (T) �) � .,� ti. 0`02 0`02 _ ' SEE PLANS POR �: \ b„ I SIDEWALK LOCATION'. GRADE TO THIS LINE TYPICAL SECTION NO. 4 -NBL- STA. 20+80.46 TO 25+45.23 (BEGIN BRIDGE) -NBL- STA. 27+65.23 (END BRIDGE) TO 34+50.62 VARIES SEE PLANS � �- FOR LOCATION I� � �i I�- � SBL I_ VARIES J- VARIES VARIES � 12' - 15' -- � 12' - 15 0' - 12' SEE � I GRADE PLANS iPOI1JT �, 1 ___ , 12' 10' 13' W/GR � Z OJ a' � D7 FDPS l�� Z 0.02. n no =� 4� VAR.SLOPES SEE X-SECTIONS PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-3 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION �Nc'i"c8e�� , ENreaN�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � VAR. SLOPES SEE X-SECTIONS ORIGINAL GROUND 4: �� � ���� ORIGINAL GROUND USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) INSET C �2-- '77�%/T�. S i ( T� R2 Cl �m��n � ORIGINAL ��- GROUND "r 6„ �n�„'n �� E7 K N GRADE TO THIS LINE -NBL- STA.23+50 TO 25+32 LT.&RT. vAa�Es -NBL- STA. 27+74 TO 30+00 LT.&RT. .� �z, � Q . ��-�� �� SEE PLANS �� 6„ I I FOR LOCATION � � �� VAR. VAR.SLOPES SEE X-SECTIONS �, 4����i��� ORIGINAL GROUND 70" � I GRADE TO THIS LINE TYPICAL SECTION NO. 5 -SBL- STA. 20+80.46 TO 25+54 +/- (BEGIN EXISTING BRIDGE) -SBL- STA. 28+00 +/- (END EXISTING BRIDGE) TO 34+55.35 =-L- STA. 34+25.07 � 6 PAVEMENT SCHEDULE � ci �s" ss.sc C2 3" S9.5B C3 VAR. S9.SC C4 VAR. 59.58 C5 1 �/p" S9.5B D1 4" I19.00 D2 2�/2" I19.OB D3 4" I19.06 D4 VAR. I19.0B D5 VAR. I79.00 E7 3" 625.00 E2 5�/p" B25.00 E3 7" 625.00 E4 �4" 825.06 ES 4%p" 825.08 E6 VAR. 625.OB E7 VAR. B25.00 J7 8" ABC SUBGRADE v� K STABILIZATION p GEOTEXTILE PAVE. N N STABILIZATION > � R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. ISLAND R6 RUMBLE STRIPS � S 4" SIDEWA�K < O T EARTH MATERIAL u U EXIST. PAVEMENT � a o V1 MILLING 3° O V2 MILLING �/p" O o W1 WEDGING 0 w � W2 WEDGING � W3 WEDGING � L VARIES 4' VARIES 74' GRASS ISWND �2' - �5' V' W/GR GRADE 4� � � POINT� FDPS � Ry � �C� � 0.02 �;/ �.... 0.02 � 0.02 0.02 n na � 6� Ir F E2 D1 E3� 72.5„ GRADE TO THIS LINE *14" TYPICAL SECTION NO. 9 -RPA- STA. 12+57.24 TO 14+27.53 *-RPB SPUR- STA.10+00.00 TO 12+20.13 *-RPC- STA. 16 + 63.40 TO 17 + 82.94 -RPD SPUR- STA. 17+05.68 TO 18+94.20 L TYPICAL SECTION NO. 9A -RPA- STA. 14 + 2 7.53 TO 14 + 61.74 *-RPC- STA. 17 + 82.94 TO 18 + 26.92 -RPD SPUR- STA. 18+94.20 TO 19+71.35 � VARIES 12' 4' VARIES GRASS ISLAND � GRADE PbWT� i T �7 � �Z�T ���Tp 4: `�'J R2 �� R2 - ��� 7 VAR. SLOPES 0.02 0.02 �- VAR. � 0.02 0 02 _- SEE X-SECTIONS � - :o � /O A' ' ��� 6�-I I� �I I-b„ - 1. �i n� E2 o� ORIGINAL GROUND Dl u 72.5„ E3 µ � *14" GRADE TO THIS LINE �� � �, TYPICAL SECTION NO. l0A n� � Qo� -RPA SPUR- STA. 14+28.16 TO 14+70.08 �� � *-RPB- STA. 20 + 78.50 TO 21 + 94.35 ,�� *-RPC SPUR- STA. 18+32.27 TO 18+40.48 �_ -RPD- STA. 19 + 05.07 TO 19 + 59.49 VAR.SLOPES EE X-SECTIONS ORIGINAL GROUND 0 Z O C� Z x 6?/ � VAA/� � A� T SEE X-SECTIONS �/�AAA/� 14' _ ��„ W � z O � Z O � Z S 7 30' 70' 6' r 7 V � O � Z O ORIGINAL GROUND � Z �/�AAA/l� "':) I �nV A/i� 6:7�� 6:1 ORIGINAL in� GROUND VAR.SLOPES ry� SEE X-SECTIONS VARIES 0' - 15' 4' FDPS C1 0.02 0.02 � 10' � 7 V z � O l� Z z 3'� �V//�� 6 � � V //�� ORIGINAL GROUND ���� / VAR. SLOPES SEE X-SECTIONS \ � _ ��� n 30' � VARIES 4' - 15' 12' 1 � � 4, GRADE i PbWT FDPS C� 0.02 - - �- .- -� � z O � Z O � Z S PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-5 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION �a I Baker En�qineerin$a Inc. n¢ma�+mw�+m'wr�nwno�aw �"s� soa°`�� iwart i��y4ii�tiYca , ��rwr.aus�nua��a�a Nc'i�� R� aw��an. ns �+�+ vNDOCUMENTeNOT CONSIDERED PINAL UNLESS ALL SIGNATURES COMPLETED � 14' VARIES 4' VARIES 17' WiGR 1z� - 75� GRASS ISLAND 4� GRADE FDPS POINT i C7 R2 �� T 0`02 0�08 OA2 0`02 . 0.02 �. - � I� D1 E2 12.5" RPB *14" RPB �E�� GRADE TO THIS IINE TYPICAL SECTION NO. 10 -RPA SPUR- STA. 12+57.24 TO 14+28.16 *-RPB- STA. 17 + 90.33 TO 20 + 78.50 -RPD- STA. 17 + 05.07 TO 19 + 05.07 17' WiGR � � O Z O � � Z _ _ GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 11 -RPG STA. 12 + 43.40 TO 16 + 63.40 VAR.SLOPES SEE X-SECTIONS 30' 10' E - � � � � O z O �j ORIGINAL GROUND Z T i g'? ��V��� / � b:l nviin� VAR.SLOPES SEE X-SECTIONS N Z O � � � PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 D1 4" I19.00 oz 2�i2° i�s.oaoRicir D3 4" I19.06 D4 VAR. I79.0B ORIG DS VAR. I79.00 E1 3" 625.00 E2 5�/p" B25.00 E3 7" B25.00 E4 4" 825.06 E5 4%2" B25.08 E6 VAR. B25.0B E7 VAR. 625.00 J1 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. SSLAND R6 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MILLING 1/p" W1 WEDGING W2 WEDGING W3 WEDGING � LL ORIGINAL GROUND H �' '�� � a � 6 �m i�AAA/A a� Qo� �� �� � �� 10' _ _ 6 H � U z � Z � � Z 2 GROUND i�AAA/� 6:7 8'VC y:l ,L GROUND ������� VAR. SLOPES ry�/ SEE X-SECTIONS / _ 30' ti 27' 18' 14' 12' 17' W/GR N � � � Z 4' � FDPS Z l T� = p'_p8 OA2 0.02 __� � ' �-._ ._ 6il �- Dl` _J GRADE TO THIS LINE � 12' � i GRADE I TYPICAL SECTION NO. 12 -RPC SPUR- STA. 16 + 63.40 TO 18 + 32.27 � Y3 - E. DEERFIELD TRACE EXIST. 54' 27' � GRADE Rz � C2 - Vl � P 10 NT V7 C2 _ -.. --�. . � . . i. - � - - - - -� - - ��I � �^ INCIDENTAL � �NCIDENTAL ��� MILLING MILLING \GRADE TO THIS LINE GRADE TO THIS LWE TYPICAL SECTION NO. 14 -Y3- STA. 10 + 18.00 TO 11 + 00.00 � -Y5A- HOLMES ROAD z, i r 7' W/GR 10, ' ��, 7' W/GR 12, � CZ G� ■ POINT 0.08 0�02 0.02 0.08 �AR T , � , . j � 4:1 A�1AX0 9.5" GRADE TO THIS UNE TYPICAL SECTION NO. 16 -Y5A- STA. 10 + 61.82 TO 15 + 2 6.06 � 4:1 } � VAR. SLOPES ORIGINAL GROUND 3.5' VARIES GRA55 ISLAND ?� 16.5' VARIES i VARIES =�o ��� ��� � R� � ��� ��� �'. � 0.02 -� �AR. - -.:."��� � .� �' � T O - 4 7 �.� � (T SEE PLANS FOR ��� SIDEWALK LOCATION -YSC- STA. 10+22.56 TO 11 +22.67 SEE PLANS ` - FOR LOCATION � �„ PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-6 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER ��T�����..�. �'. ��..��� DO NOT VSE FOR f W ACpI:ISITION �1��+1Ld�[bN�l��' 1Pd..°�iV.� Dp VOT USE FO CONSTRUCTION .- :. . "s°��Ha�a��vNe,�v 's9EMAi�sekv�tc�N;eHN�r a�A, o�<<„ci1R�,e�F'-ioaa ren�e�c� �cz,ees-,s9a DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � -Y2 - W. DEERFIELD TRACE EXIST. VARIES 42' - 48' 24' EXIST. VARIES 78' - 24' CROWN b' / POINT �, �z �z � � _ _ - � I � ` � °�- .- - . - - -�- - - __ �° ° � � - INCIDENTAL � TYPICAL SECTION NO. 13MILLING -Y2- STA. 13 + 87.26 TO 14 + 58.49 r 7' WiGR *4' ORIGINAL GROUND �-� FDP d'��C�TC� hv/�M VAR. _ ��08 = VAR. SLOPES 4.� = ' � SEE X SECTIONS � / � 4�� �TF\:� '; i� � � � ;� . � i� ( T j �4� �: ORIGINAL � VAR.SLOPES SEE X-$EGTIONS ORIGINAL GROUND � � -Y5B & C- HOLMES ROAD i r 7' WiGR 16.5' 16.5' 12' Zm x� 1 ��� t �� � CROWN VAR. $LOPE$ POINT SEE X-SECTIONS 2 0.02 0.08 �AR TO 9f� ���i�� --i � Mq� � � � A.� �\\/v/^n\ ORIGINAL �� � GROUND U 9.5„ GRADE TO THIS LINE TYPICAL SECTION NO. 15 -Y5B- STA.11+57.00 TO 13+80.00 *-Y5C- STA. 11 +22.67 TO 11 +50.00 � -Y6A- OLD NC 119 6' 12' 12' b' 12' � 9' W/GR 9' W/GR 4' 4' FDPS ,`. FDPS VARIES , EXISTING 22' VARIES . . �- 4 I W3� GRADE 6' - 22' P� I � 11' �� 17"� GRADE TO THIS LINE �,PICAL SECTION NO. 17 -Y6A- STA. 14 + 00.00 TO 19 + 70.58 �AR.TO 1�� n� 4:1 /vL4X. _ --- ��-L � 4:1 � VAR. SLOPES SEE X-SECTIONS N Z O > � � 6 PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 D1 4" I19.00 D2 2�/2�� I19.0B D3 4" I19.06 D4 VAR. I79.0B DS VAR. I79.00 E1 3" 625.00 E2 5�/p" B25.00 E3 7" B25.00 E4 4" 825.06 E5 4%2" B25.08 E6 VAR. B25.0B E7 VAR. 625.00 J1 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. SSLAND R6 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MILLING 1/p" W1 WEDGING W2 WEDGING W3 WEDGING ORIGINAL GROUND � VAR.SLOPES SEE X-SECTIONS 30' � -Y6A- OLD NC 119 � b' 12' �I� 12' ` 6' 12' 9' WiGR i 9' W/GR � GRADE � ORIGINAL 4 POINT 4� GROUND jfiY�i� Z`�T FDPS FDPS ����.��n � VAR. SLOPES \ 0.08 0.02 0.02 0.08 �AR. TO �y'� nv//� SEE � -� � 4�� MqX � X-SECTIONS ,� _ _ �- _ �� �� p�. � - � 4:1 �7�7 ti� D3 �� VAR. SLOPES ������ E4 ���� � SEE X-SECTIONS ORIGINAL GROUND GRADE TO THIS LINE TYPICAL SECTION NO. 18 -Y6A- STA. 11 + 57.80 TO 14 + 00.00 -Y6A- STA. 19 + 70.58 TO 23 + 43.19 " VAR. SLOPES SEE X-SECTIONS 30' Z 11' WiGR �O J � 4, � i� FDPS 0= � -Yb- THIRD ST. � VARIES 22' - 36' I*veaicc is• _ �a c� I *veaiFc is� _ ia s� I _ VARIES SEE X-SECTIONS 4 -YbA- OLD NC 119 12' 12' VARIES SEE X-SECTIONS GRADE �, POINT � R21 � 0`02 0.02 � � 6„ c2 E4 �GRADE TO THIS LINE TYPICAL SECTION NO. 18A -YbA- STA. 10 + 67.00 TO 11 + 57.80 8' I VARIES 11'-12' VARIES VARIES 11'-72' 8� 11' Wi�R I .. 0' - 12' � 11' W/GR I IM � r = N Z H Z�J JD a � '�'�'� 4' C2 �l� � �" � (C2 4' : OZI FDPS ! I POINT � I PDPS I = 0�08 I 0�02 L . �.-- 0.02 O.i / - - � � � �l D3 Fdl 17" �J D$ (Fd GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 19 -Y6- STA. 25+32.00 TO 28+25.00 *-Y7- STA. 14 + 00.00 TO 22 + 90.00 � -Yb- THIRD ST. VARIES 24' - 76' VARIES 12' VARIES VARIES 0' - 12' 0' - 12' i 0' - 16' VARIES � � � GRADE � 4 - 2z POINT R3 0_02 0�02 0�02� OA2 � C4� I �' 71" I i GRADE TO THIS LINE TYPICAL SECTION NO. 20 -Y6- STA. 10 + 79.00 TO 25 + 32.00 16.5' 10' � 4' S' b" C2 1'��� �.�p A� � 0.02 �" 0.02n- . VAR. --�-.' z�To � 6„ II T ?'7 �3 -'' �-� SEE PLANS FOR E4 SIDEWALK LOCATIONS -Y7- STA. 17+00.00 RT TO -YSC- 11 +06.67 RT 72' 2' VARIES 8' 0' - 12' 11' W/GR � � 4' FDPS 1.02 0.02 O.i C2 3 I -� lEa� GRADE TO THIS LINE 12 PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-i` RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER ORIGINAL GROUND dj�T�(`�1�7[][�]I.]F; ]F. ]f�II„q�A�T� A'� �� DO NOT V56 FOR f W ACQUI9ITION % „� �• 1f�I81E1LdA9[�N 1E8� 1P1LF�N� VAR. SLOPES no :voT ose eo coxsTrtocrion SEE X-SECTIONS ) 4, 7 �\/ii�n� Michael Baker En ineerin , I c. i ORIGINAL 80�so�z`s���� � GROUND ' ��oiRR����F'-ioaa - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE X-SECTIONS 4:�, ��h.� /ORIGINAL GROUND USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) ORIGINAL 0 GROUND �" i b:l � ''�^`�v^ 2.l �� �� �'J INSET D T '2 C2 �- , z„ ���T'� _ in� �in GRAOE TO i�.� � E4 ORIGINAL THIS LINE � J GROUND -Yb- STA. 10 + 15 TO 18 + 00 LT.&RT. 12' _ , $' 75' 11' W/GR Z P 4� �C2� � z 0 FDP$ � � � � �8 0`02 � 3 ���� � `4J -Y7- STA. 15 + 00.00 TO 19 + 00.00 LT. SEE X-SECTIONS ORIGINAL GROUND N Z O � � 6 PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 VARIES D1 4" I19.00 70' 6' 12' g' VARIES 12• 4'- 19.5' 11' W/GR 0' - 12' �2 2,,2„ 1,9.�8 1 1 � 4 R3 � FDPS D3 4" I19.06 VAR.SLOPES'^"�� 4y �� SEE X-SECTIONS 2'� � U 0.08 ���z _ 0`02 D4 VAR. I79.0B 6:1 Z � - ',�T�?�' x � 6:l DS VAR. I79.00 ORIGINAL GROUND D3 CZ E1 3" 625.00 T E4 �� 77" E2 5�/p" B25.00 GRADE TO THIS LINE TyPICAL SECTION NO. 22 E3 7" B25.00 -Y7- STA.22+90.00 TO 30+93.27 � -Y7- THIRD ST VARIES 0' - 12' VARIES 12' VARIES 'VARIES � - 72 0' - 8' 0� - 4� I GRADE � � ' POINT 02 0.02 0.02, � E4 4" 825.06 E5 4%2" B25.08 E6 VAR. B25.0B E7 VAR. 625.00 �i 8" ABC �-Y7A- THIRD ST SUBGRADE K STABILIZATION �z - z8 N GEOTEXTILE PAVE. 10' 12' VARIES � VARIES 4'-0' 12' STABILIZATION -�" ���-�-- -� �-�- - - i4' w�R o' - ia' �, o' - 6' R1 1'-6" C & G '^� ?�, T� 4: iR2 � POINT � � � � R2 2'-6" C& G 1 VAR. SLOPES VAR. � -- �"�? 0.02 0 02 0.02_ -_ .- . � 0.02 R3 2'-9" C & G SEE X-SECTIONS A� � ���`�" . � ..-: - �. - -� �_ - _ �'(� � - - - R4 5" MCI . -T�^- � 1�� � � ORIGINAL GROUND ������j� �T� �� (63 RS 4" CONC. SSLAND �' 7�" �4 R6 RUMBLE STRIPS GRADE TO THI$ LINE s 4° SIDEWALK TYPICAL SECTION NO. 23 T EARTH MareR�n� -Y7A- STA. 10 + 53.73 TO 25 + 92.94 LT U EXIST. PAVEMENT -Y7A- STA. � O+�J3.73 TO 26 + 89.38 RT V1 MILLING 3" -- NOTE : CONSTRUCT STANDARD 5' SIDEWALK �Z MILLING v2�� FROM -Y7A- STA.21+46.38 TO 25+92.94 RT. w, WEDGING SEE PLANSHEETS 22 AND 23 FOR LOCATIONS. W2 WEDGING W3 WEDGING � -Y7A- THIRD ST VAR. SLOPES SEE X-SECTIONS � 6:1 ORIGINAL GROUND 6' _ , 12' � Z o� � � u Z � = O $� 12' 71' W/GR 4, 1 FDPS nR �0.02 0.02 12' J � t = Q 4' �� FDPS GRADE TO THIS LINE TYPICAL SECTION NO. 24 -Y7A- STA. 25 + 92.94 TO 29 + 81.00 LT -Y7A- STA. 26+89.38 TO 29+81.00 RT M ��� Z Q 14' W/GR �w z � A'���C`�iC� � �R� ��co �v,��� � � -- � 0.02 VAR. VAR. SLOPES � SEE X-SECTIONS 7`� T� �I I 4:7� �� F�- � �i u�� �T� ORIGINAL GROUND VARIES 0' - 24' - 77 � 0' - 12' � � 0.02 -- 0.02., C2) � � � GRADE TO THIS LINE PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-8 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION 11' W/GR ~ Z Michael Baker En�qineerin$a Inc. � � � soo°`�` 4� LL aHA,�o�<<Nci��R���:�F'-aoaaa HA3t�An�Nc0.z6ssEss3EaN�i FDPS Z� E DOCUMENT NOT CONSIDERED FINAL _`� UNLESS ALL SIGNATURES COMPLETED USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) INSET E ,Z,- S T R2 CZ �U�� ORIGINAL .- GROUND '� -,��' -� � 6„ ,��� N �! E4 GRADE TO K THIS LINE -Y7A- STA. 10 + 53 TO 14 + 00 LT.&RT. VARIES 17.5' 72' b' 10' Z� ORIGINAL � �C2'�� VAR. 5' GROUND VO Z A/ ^rGF^� � 4' <� Q j� ti��� SEE X-SECTIONS 0.02 � FDPS Vqq, u �/ � 6.� VAR. SLOPES O Z 6� ' ^�\��z 6:� � 21.5' " =i � ORIGINAL 24.5' WiGR � - GROUND Z y . p � 11' �E4 3� � _� J=o -Y7A- STA. 25+92.94 TO 26+89.38 RT 4;) �.� ���v� VAR. SLOPES SEE X-SECTIONS ���� ORIGINAL GROUND JAL ND Z O N > � � 6 PAVEMENT SCHEDULE � ci �s" ss.sc C2 3" S9.5B C3 VAR. S9.SC C4 VAR. 59.58 ORIGINAL GROUND C5 1 �/p" S9.5B VAR.SLOPES D1 4" I19.00 SEE X-SECTIONS D2 2�/2" I19.OB D3 4" I19.06 D4 VAR. I19.0B D5 VAR. I79.00 E7 3" 625.00 E2 5�/p" B25.00 E3 7" 625.00 E4 �4" 825.06 ES 4%p" 825.08 E6 VAR. 625.OB E7 VAR. B25.00 J7 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. ISLAND R6 RUMBLE STRIPS S 4" SIDEWA�K ORIGINAL GROUND T EARTH MATERIAL ����� �Y U EXIST. PAVEMENT V1 MILLING 3° V2 MILLING �/p" W1 WEDGING W2 WEDGING W3 WEDGING 10' 14' W/GR 5' 4' 6" ��2;1 -;�,�T ,\p0 R2 \ 4 VAR. SLOPES 0.02 $EE X-$ECTION$ VAR %-� , _ A� ��!�O � � � � � I-�- r �n� d n ORIGINAL GROUND 12' � -Y7A- THIRD ST VARIES VARIES VARIES 11' W/GR 72' - 70' � 0' - 12' 12' - 10.5' �z, j �� � �z 4' GRADE q' � POWT .OS �FDPS ��02 0�02 0.02 0.02 0.02 - - - - � - _ - - D3 � (q _ ��„ GRADE TO THIS LINE TYPICAL SECTION NO. 25 -Y7A- STA. 29 + 81.00 TO 34 + 00.00 21.5' 24.5' W/GR 76' Z OJ Z � _� � -Y7B- THIRD ST EXTENSION 8' 8' VARIES VARIES 10' 71' W/GR 79.8' - 15' 12.5' - 15' 14' W/GR �� � 6„ 4, 5, _' A'��� ,C2 GRADE Rz �� ��� ORIGINAL GROUND P� N� T Q 0`02 2, VAR. SLOPES in� 0`02 0.02 VAR. AA� 7y � , . _ _ ��-='- SEE X-SECTIONS 4:1 �' � T � D3�- � ��� � � � 4:7 E4 E4 1������ ORIGINAL GROUND 11„ 11„ GRADE TO THIS LINE \`GRADE TO THIS LWE TYPICAL SECTION NO. 26 -Y76- STA. 14 + 00.00 TO 15 + 26.45 �� VAR. SLOPES SEE X-SECTIONS ORIGINAI GROUND PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-9 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER dN���'I11��.]F. ]F. ]f�ll,.9�N� DO NOT VSE FOR f W ACpI:ISITION �1��]Ld�[bN l�ii 1Pd.F�N� Dp VOT USE FO CONSTRUCTION iii4iY6'YNci."c�en� , DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � DEIAIL 5 io� 14' W/GR VAR. SLOPES J �^,� SEE X-SECTIONS ^ 2 = � � '^�/� \\O 4, R2 � Z 0.02 s~ VAR. -- '�2 N 0.02 � O Al �� ORIGINAL GROUND / ,�'( T ti ���D3 ��� E4 -Y7B- STA. 16 + 12.19 TO 16 + 94.90 �-Y7B- THIRD ST EXTENSION �-Y8- SKYVIEW DR. 8' S' VARIES VARIES 10' 6' 7y' 72' 10' 17' WiGR 19.8' - 15' 12.5' - 15' 14' W/GR 9' W�R 14' W/GR J� 1 � t �� Q 6„ 4, 5, i F � 6�� q, 5, Q� C2 GRADE R? �'(O ���\��n� �n"�A"�in ���� T� Ry C2 GRADE 3 � ��0� �nv�i�in � POINT 'L� \.� POINT � 2'. 0`02 0.02 ��02 � yqR. VAR. SLOPES VAR. SLOPES VAR 4 0.02 0`02 0.02 �`-"0z VAR. VAR. SLOPES 1 � ��. � z,� SEE X-SECTIONS SEE X-SECTIONS "�A, � ��- � -�����,�:� ,,' ? SEE X-SECTIONS �c �. � TO� ,��0 ��� .. � � � �Tp� 3 ��� � 47��TC�iCV� � b� � D3 � D3 ��„ T 5 4y�. E4 %�� � . � � ��?� Rvi/n� �����in E4 11" 11' nviim >>�� ORIGINAL GROUND ORIGINAL GROUND ��- � �E4� ORIGWAL GROUND GRADE TO THIS LINE TYPICAL SECTION NO. 27 -Y76- STA. 15 + 2 6.45 TO 16 + 94.90 18' � 1 1C2� GRADE POINT _ _� _-_� � -Y9- FIELDSTONE DR. 13' 15' (R3 GRADE � T cnitiT � GRADE TO THIS LINE TYPICAL SECTION NO. 30 -Y9- STA. 10 + 18. 74 TO 12 + 55.00 ` 10' 14' W/GR R2 ,'(O %.�n�`'�� ;���r\ 0`02� ti. VAR. VAR. VAR SLOPES VAR.SLOPES . �,� ?;� SEE X-SECTIONS SEE X-SECTIONS -ai 4�� T O 4, j` �� �C��- ��'v� ORIGINAL GROUND ORIGINAL GROUND GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 28 -Y8- STA. 13 + 97.97 TO 16 + 50.00 � -Y8- SKYVIEW DR. b� 12' 12' 10' 9' WiGR 14' W/GR 1 � bl' 4� 5, A''��`�CVi�� R2 C2 GRADE �R2 ZOI/ n�iiim � z . . . -- POINT - :..::.c{ -Tr O� <�AR. $EEAX-$ECOTPON$ 0�02 0 02 _ 6 D3 �3� ��� � �� rO Q� ���r��� ORIGINAL GROUND � F�� GRADE TO THIS LINE TYPICAL SECTION NO. 29 -Y8- STA. 16 + 50.00 TO 18 + 13.44 Z 0 N > � � 6 PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 D1 4" I19.00 D2 2�/2�� I19.0B D3 4" I19.06 D4 VAR. I79.0B DS VAR. I79.00 E1 3" 625.00 E2 5�/p" B25.00 E3 7" B25.00 E4 4" 825.06 E5 4%2" B25.08 E6 VAR. B25.0B E7 VAR. 625.00 J1 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. SSLAND R6 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MILLING 1/p" W1 WEDGING W2 WEDGING W3 WEDGING VAR. SLOPE$ SEE X-SECTIONS ORIGINAL GROUND VAR. SlOPES SEE X-SECTIONS ORIGINAL GROUND VAR.SLOPES SEE X-SECTIONS ORIGINAL GROUND VAR. SLOPES SEE X-SECTIONS ORIGINAL GROUND � -Y10- CORRIGIDOR RD./TATE AVE. 8' 12' 12' $� $� � 11' WiGR I 11' W/GR Z � � p J I yyg � �,� ORIGINAL GROUND i � GRADE � � � �POINT �jU VAR. SLOPES Z O 0.02 0.02 Z a y,� Ao8 = -(� -� 0.08 4VqR TD =0 ry� '���/Zn\ SEE X-SECTIONS 'HAX. T �'� T 4:1 nviin� E4 E4 �z C2 �D2 I 9_5„9.5" � GRADE TO THIS LINE GRADE TO iHIS LINE TYPICAL SECTION NO. 31 -Y10- STA. 14 + 60.00 TO 16 + 37.00 -Y10- STA. 34 + 39.00 TO 36 + 50.00 � -Y10- CORRIGIDOR RD./TATE AVE. S' 72' 12' 8� $� � 11' W/GR 11' W/GR Z � �- OJ Z O "' J GRADE u � � POINT � i O 0 �g 0�02 �� 0.02 0.08 VAR. Tp i0 .� - �.,?���MAX. � � � LT �G \ G� C2 E4 `� 9.5" GRADE TO THIS LINE TYPICAL SECTION NO. 32 -Y10- STA. 16 + 37.00 TO 34 + 39.00 � -Yll- ROOSEVELT ST. 6' 11' 11' b' a' z 9' WiGR i 9' W/GR z �J O? � LL � GRADE � c� � Z � �POINT ? p x � _'� n o8 0`02 0.02 0 08 �AR. TO �T .� �� � x �Max. , 9.5" GRADE TO THIS LINE TYPICAL SECTION NO. 33 -Yl l- STA. 10 + 12.21 TO 18 + 85.00 VAR. SLOPES ���� SEE X-SECTIONS p:l h\/ /�� ORIGINAL GROUND PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-10 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION �Nc'i."cna°e�� , Mni�sEav"icECEN".eaHir DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) INSET F � � G2 12„ �n"�Aqn� K N E4 ORIGINAL GROUND GRADE TO THIS LINE -Y10- STA. 18 + 00 TO 24 + 00 LT.&RT. -Y13- STA. 10 + 00 TO 12 + 50 LT.&RT. VAR.SLOPES SEE X-SECTIONS ORIGINAL GROUND � -Y13- SMITH DR. � -Y13- SMITH DR. b' 17' 11' 6' 8" � b� ��� . >>� 6� 8� � � 9' W/GR 9' W/GR Z �- 9' W/GR � 9' WiGR ? o J 1� � �� o J 1 � �� � LL GRADE Z� VAR. SLOPES ��+- I GRADE Z� VAR. SLOPES � POINT O �O 0`02 0.02 ='i����<� SEE X-SECTIONS �O 0.02 POWT ��2 x� \ ���- SEE X-SECTIONS zLL 0�08 .-. _ 0.08 4�AR. TO ry� nv�in� x� 0�08 � . _ �, - - 0.08, q�AR. TO 1'� nviin� �� �� � /�.� ���� ORIGINAL GROUND d:� � M�X' ��� ��� ORIGINAL GROUND �� I �� � � p'1 VAR. SLOPES �� SEE X-SECTIONS ����n ry�? 3 �� U� E4 7" GRADE TO THIS LINE ORIGINAL GROUND �� �����r TYPICAL SECTION NO. 35 -Y13- STA. 16 + 50.00 TO 18 + 50.00 TYPICAL SECTION NO. 34 -Y13- STA. 10 + 51.00 TO 16 + 50.00 Z O N > � � 6 PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 D1 4" I19.00 D2 2�/2�� I19.0B D3 4" I19.06 D4 VAR. I79.0B DS VAR. I79.00 E1 3" 625.00 E2 5�/p" B25.00 E3 7" B25.00 E4 4" 825.06 E5 4%2" B25.08 E6 VAR. B25.0B E7 VAR. 625.00 J1 8" ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION R1 1'-6" C & G R2 2'-6" C & G R3 2'-9" C & G R4 5" MCI RS 4" CONC. SSLAND R6 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MILLING 1/p" W1 WEDGING W2 WEDGING W3 WEDGING VAR. SLOPES SEE X-SECTIONS � °' ORIGINAI GROUND u � �� � a � 6 n� � ,�p� � �� � �� 8, 8� VARIE$ 17' W/GR 0' - 12' 4' �FDPS 0`02 0 oa _ �n���in ?.� d:l VAR. SLOPES � - D3� Ci SEE X-SECTIONS � DETAIL 6 � -Ylb- US 70 15' 75' � Z VARIES 0'-15' 15' � 4' � GRADE � x FDPS POINT �q 0.02 0.02 i 0.02 ��__ - - -_.-.- � � - U W3 D3 11" E4� GRADE TO THIS LINE -Y16- STA. 12 + 21.00 TO 17 + 00.00 -Y16- STA. 40 + 00.00 TO 45 + 37.00 T���T� i�/�AAA/� ORIGINAL GROUND VAR. SLOPES SEE X-SECTIONS 30' 14' 12' � �� - 17' W/GR � � 1 � r Z 4' O FDPS T = 0<-0S ��02 0`02 I b� C� -Y16- US 70 VARIES 30' - 64' � VARIES 15' - 24' VARIES VARIES VARIES VARIES ._ ,_ VARIES �� 8' �{ Z� 12' - 15' Q,_ 2$, 0' - 12' Z i�0 0' - 12' 12' - 15' Z 11' W/GR I Z J F � 4� �� � 1 R3 � rV- �GRADE � F FDPS �LL � 0.02 0.02 POINT 0.02 0_02 a Z� ---- ----- - � 0.08 . z0 ---- --- - --- - -���- ---------� 11„ T GRADE TO THIS LINE TYPICAL SECTION NO. 36 -Y16- STA. 12 + 21.00 TO 45 + 37.00 � -Y16RPA- JAMES WALKER 12' 12' 12' 14' 16° �� � � 17' W/GR Z Q VARIES � 'O � Z 1 �' = J ° = � �w GRADE R3 �POINT � � � 4 � Z � FDPS �TI; = LL 0.02 0.02, 0.02 .-- _ 0 na W 0.02 GRADE TO THIS LINE � TYPICAL SECTION NO. 37 -Y16RPA- STA. 10+63.28 TO 27+90.30 *-Y16RPA- STA. 24+45.00 TO 27+45.00 � -Y19- WOODLAWN RD. s� io� io� e� iz� Z 11' W/GR `VARIES i 'VARIES 11' W/GR ~ Z �J � �� GRADE � t� i� " POI NT � � ZO 0.02 �-- 0.02 =0 �� = LL 0�_OS -� � Og VqR TO � -� -� � MAX. � � �� �- ----_ 4 GRADE TO THIS LINE TYPICAL SECTION NO. 38 -Y19- STA. 10 + 51.72 TO 12 + 25.00 *-Y19- STA. 10 + 51.72 TO 11 + 45.70 VAR. SLOPES SEE X-SECTIONS ORIGINAL GROUND PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-ll RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER d�T����]�..]F. ]�S ]i��..9�A�� DO NOT VSE FOR f W ACpI:ISITION ���]�d�]�� ��' �d..°��� Dp VOT USE FO CONSTRUCTION a ieakertn�qineenn$aknc. coEaAa*MErvroc.aaNsaoarn�ioN �Nc'i NoBe�� n�e�c�� Ncrez se °Es 3Ea��r DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED VAR. SLOPES _ SEE X-SECTIONS 30' 18' 6' 10' � Z O F � � V Z � = O ��c VAR.SLOPES 3� ������� SEE X-SECTIONS � 8' VC. . �� / � �---- __ b:l n�i�in� ORIGINAL GROUND USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH TRENCH SECTION AS FOLLOWS: (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) I INSET G I T � C2 , - - 12" -���pi� � � N E4 ORIGINAL K� GROUND GRADE TO THIS LINE -Y16RPA- STA.17+75 TO 21+25 LT.&RT. C� -Y19- WOODLAWN RD. 8' 10' 10' 8' 12' Z 11' W/GR I 71' W/GR ~ Z o; 1 � �� ,,, LL GRADE �++c� __. Z� �POINT Z O VAR. SLOPES x� I 0.08 0.02 � 0.02 0.08 V = LL ���//j�T SEE X-SECTIONS AR. TO ,�.� nviim ' - . - - - 4:1 MAX. / 4i� _.� 4,, q�i��� ORIGINAL GROUND VAR. SlOPES rj tiV3 G2 � SEE X-SECTIONS ����V� ry�? ���-- �-� ' GRADE TO THIS LWE ORIGINAL GROUND '�4���'";; TYPICAL SECTION NO. 39 -Y19- STA. 12 + 25.00 TO 12 + 60.00 N Z O N � � 6 PAVEMENT SCHEDULE m C1 3" S9.5C C2 3" 59.58 C3 VAR. S9.SC C4 VAR. S9.SB C5 1 Vp" S9.58 C6 t�/p" S9.5D D1 4" I19.00 D2 2�/2�� I19.OB D3 4" I19.0B D4 VAR. I79.0B DS VAR. I79.00 E1 3" 825.00 E2 5%p" 625.00 E3 7" 825.00 E4 4" 825.06 E5 4�/p" B25.08 E6 VAR. 625.06 E7 VAR. 625.00 J1 4" ABC J2 6" ABC J3 8" ABC J4 10" ABC JS VAR. ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION P PRIME COAT R1 1'-6" C & G R2 2' 6„ C& G R3 2'-9" C & G R4 5" MCI R5 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MILLING 1%p" W1 WEDGING W2 WEDGING W3 WEDGING 10' 6' � Z ORIGINAL GROUND ��� vn 4�� � O? \� U � � 6:7 Z VAR. SLOPES �^ = O $EE X-$ECTIONS DETAIL 7 / Y20- MEBANE � ROGERS RD. VARIES I VARIES ir - is.s� „� - ,s.s� w � VARIES _„ VARIES � p 0' - 11' 11' - 21' Z GRADE _ - POINT � � � 0`02 �� 0.02 0.02 0.02 f � �� W3 D3 � �E4 11„ GRADE TO THIS LINE 12' 8' VARIES Il' W/GR � 0� - 72� JJ 1 4� F FDPS vo �q �g iv"'i 0�02 Cr -Y20- MEBANE ROGERS RD. VARIES 22' - 52' VARIES VARIES VARIES 8� 11' - 14' Z i n 71' - 14' 0' - 12' n 11' W/GR � zJ Z oJ _ � = w 4' � � � GRADE �� FDPS i�� Z 0�02 P �0 NT 0.02 0.02 �� 0.08 i� � � �- � U W » �_ 7 GRADE TO THIS LINE TYPICAL SECTION NO. 40 -Y20- STA.12+50.00 TO 20+25.00 � CE -Y20- MEBANE ROGERS RD. -Y20- STA. 12 + 50.00 TO 16 + 65.00 VARIES 52' - 64' 8' �Z' VARIES VARIES IVARIES VARIES 12' VARIES Z 11' W/GR Z 0' - 4' 0' - 10'� Z� p�_ 2� 0' - 12' 0' - 72' Od � 4' J -� J � � FDPS u ,. R� � U z 0 Q 0~ GRADE � � � _"0.08 � 0.02 0.02 � POINT 0.02 0.02 p_� 4:1 m���n �� �� 3 �� � -- ' �fi� �� � � �rl E4 J ��„ VAR.SLOPES SEE X-SECTIONS GRADE TO THIS LINE TYPICAL SECTION NO. 41 -Y20- STA. 20+25.00 TO 23+56.66 70' b' 12' � ?T��J Z m�vn � O � ORIGINAL GROUND \ � u 6:1 Z � -m��,� � � � a � VAR. SLOPES ,% SEE X-SECTIONS ��-�� 11' W/GR 4' FDPS 0.08 � 0.02 11' W/GR 0.08 I '`` � ?i 30' 12' b' 70' r ORIGINAL GROUND OA'?i�4,,,,�. � dJ"hA` � 1 V �' � / 6:1 Z ���.,,,,-� _� i ,- � ��y`/;�� � \_ / _/ VAR.SLOPES '�_ � SEE X-SECTIONS C� -Y20- MEBANE ROGERS RD. VARIES 40' - 58' 20' 12' VARIES �ARIES VARIES 72' 8' 0' - 72' 0'- 2' � 4' - 8' 11' W/GR Z � 4 �� � � R3 GRADE t FDPS � � POINT � �' z0 OD2 � 0�02 , 0.02 0 0 ORIGINAL GROUND ��,� GRADE TO THIS LINE TYPICAL SECTION NO. 42 -Y20- STA. 24+62.10 TO 28+70.00 8 �_ 4.=1 � � v�� �) T �`�C��' i VAR. SLOPES SEE X-SECTIONS PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-12 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER 1�1f81E1Ld1�[�N.a� � 1P1L.�N� DO NOT USE FOR CONSTRUCTION �"s°�ieso�a°z�s�a,kwav °sama�sEavicECENTEarv�r _� mc '" oa, an�ei�n. Nc z,ses.isas caioa�sa F-, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ORIGINAL GROUND DETAIL 8 � -Y20- MEBANE ROGERS RD. �2� VA.R.IES I VARIES VARIES ` 0'- 14' 0' - 14' 12' - 35' . Z � v Z �� J 0 �� x0 � Z R3 x0 �Z GRADE Q � �Z i� 0.02 PO N � 0.02 �� _ _ _ . _-�- . _ C2 D3 � ��" E4 GRADE TO THIS LINE Y20- STA. 20 + 25.00 TO 21 + 37.50 N Z � N i � � 6 PAVEMENT SCHEDULE � ci �s" ss.sc C2 3" S9.5B C3 VAR. S9.SC C4 VAR. 59.58 C5 1 �/p" S9.5B C6 1Vp" S9.SD D1 4" I19.00 D2 2�/2�� I19.0B D3 4" I19.0B D4 VAR. I19.0B DS VAR. I79.00 E1 3" 625.00 E2 5%p" B25.00 E3 7" 825.00 E4 4" 825.06 E5 4�/p" B25.OB E6 VAR. B25.0B E7 VAR. 625.00 J7 4" ABC J2 6" ABC J3 8" ABC J4 10" ABC JS IVAR. ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION P PRIME COAT R1 1, 6„ C& G R2 2, 6„ C& G R3 2, 9„ C& G R4 5" MCI R5 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MIL�ING 1%z" W1 WEDGING W2 WEDGING W3 IWEDGING VAR. $LOPE$ �, �' SEE X-SECTIONS VAR. Y , V / ta a� 1'� ���� ORIGINAL GROUND ORIGINAL GROUND VAR.SLOPE$ SEE X-SECTIONS '13'-22.5' l. 10' 6' �z' \ Z \, O j 6:1 � U Z � 4:� , = u. / 8' 11' W/GR Z P q' .� FDPS uw �O � -Y26REV- Z, I 2' �� W�R VARIES I VARIES � W�R g� 9.5' - 11' 9.5' - 17' � GRADE � l �� W 1 POINT C� p p8 0.02 0.02 0.08 �AR. TO - - - - -�'�1AX � _ - - � - - - - l 1 � �„ GRADE TO THIS LWE GRADE TO THIS LWE TYPICAL SECTION NO. 44 -Y26REV- STA. 10 + 65.00 TO 11 + 50.00 -Y26REV- STA. 16+00.00 TO 17+04.37 � -DWYI-, -DWY3- 11' 70' `13'-22.5' 14' W/GR I � A1 �` INT GRADE TO THIS LINE �-� TYPICAL SECTION NO. 46 -DWYI- STA. 10+12.00 TO 12+24.20 *-DWY3- STA. 11 + 00.00 TO 12 + 2 6.00 ����� ���'� OA2 �,� VAR. SLOPES ----� � VAR. SEE X-SECTIONS 2:� � 0 4:� � `��n� ORIGINAL GROUND � -Y20- MEBANE ROGERS RD. tIES 11'-12' VARIES 0' - 16' VARIES 11'-12' g� 71' WiGR Z 1 EXzo, � zP °LL 4' C2 �'PO NT � �w FDPS �� Q Z 0.02 0.02 � 0.08 x O � - � � Zo �'\ � J Cz � � �w 0 GRADE TO THIS LINE TYPICAL SECTION NO. 43 -Y20- STA. 28 + 70.00 TO 33 + 20.00 4:� VAR.SLOPES VAR. SLOPES - SEE X-SECTIONS � ORIGINAL GROUND 1 � � i�i VAR.SLOPES SEE X-SECTIONS ORIGINAL GROUND UtIAIL Y � -Y20- MEBANE ROGERS RD. I �2� VARIES �� VARIES 72' ' 0'-.5' . � 4' 8' .. Zm Z� �� O vO 1 R3 �H �,� GRADE ��- ~ 0.02 POINT 0.02 � GRADE TO THIS LINE -Y20- STA. 28 + 70.00 TO 30 + 73.76 � -Y26REV- Z, I 2' 7' W/GR ' 7' W/GR 17' 11' 8' � GRADE � �2 POINT 0�08 0`02 a�02 0.08 VqR T� � 4'�X. __-- � � T T E4 T �7" GRADE TO TFiI$ LINE 4:� TYPICAL SECTION NO. 45 -Y26REV- STA. 11 + 50.00 TO 16 + 00.00 � -DWY2- , -DWY3- b' VARIES �� VARIES b' 8' � 9' WiGR 12� - 18� lY - 78' 9' W/GR z Z ` 22.5' - 39' ' " 22.5' - 34' p v� �LL 1 �t ? �� GRADE � Z oe POINT = O O 0`02 0.02 _� 0�-08 - 0 p8 VqR. TO ���L4X. � � � , �„ GRADE TO THIS LINE TYPICAL SECTION NO. 47 -DWY2- STA. 10 + 36.00 TO 11 + 95.00 *-DWY3- STA. 12 + 16.00 TO 12 + 48.00 PROJECT REFERENCE NO. SHEET NO. U-3/09A ?4-!� RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER ���JE,b.������Ri' �'�...��T.� DO NOT USF. F R CONSTRUCTION �Nc'i"c8e�� , -- a�"sEa��cEc"e�,rvea��r NDOCUMENT NOT CONSIDERED PINAL UNLESS ALL SIGNATURES COMPLETED 4:1 VAR.SLOPES VAR.SLOPES SEE X-SECTIONS � ORIGINAL GROUND N Z O N � � 6 PAVEMENT SCHEDULE � ci �s" ss.sc C2 3" S9.5B C3 VAR. S9.SC C4 VAR. 59.58 C5 1 �/p" S9.5B C6 1Vp" S9.SD D1 4" I19.00 D2 2�/2�� I19.0B D3 4" I19.0B D4 VAR. I19.0B DS VAR. I79.00 E1 3" 625.00 E2 5%p" B25.00 E3 7" 825.00 E4 4" 825.06 E5 4�/p" B25.OB E6 VAR. B25.0B E7 VAR. 625.00 J7 4" ABC J2 6" ABC J3 8" ABC J4 10" ABC JS IVAR. ABC K SUBGRADE STABILIZATION N GEOTEXTILE PAVE. STABILIZATION P PRIME COAT R1 1, 6„ C& G R2 2, 6„ C& G R3 2, 9„ C& G R4 5" MCI R5 RUMBLE STRIPS S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V1 MILLING 3" V2 MIL�ING 1%z" W1 WEDGING W2 WEDGING W3 IWEDGING ROADWAY REMARKS MISC. PAVED PRIVATE DRIVES SEE PLANS FOR LOCATIONS TURNAROUNDS $EE PLANS FOR LOCATIONS VAR. (SEE PLANS) _VAR� �;1�--==--- --� 8„� �-�-- THI�SDLINE� ._� 13 ROADWAY REMARKS MISC. UNPAVED PRIVATE DRIVES SEE PLANS FOR LOCATIONS VAR. (SEE PLANS) VAR� ��� �� , GRADE TO � THIS LINE ROADWAY REMARKS MISC. CONC PRIVATE DRIVES SEE PLANS FOR � 74' 12' (17'W/GR) ,z- 1PS � - Cl OR C2 �� � � iL � � -Y7ADET- S' 11' 17' 8' 17' W/GR 11' W/GR � 2� 1 I t 2� FDPS � GRADE FDPS C5 ��'.�� POINT CS W .I. � � ��� ���-� � � �--- 6" GRADE TO THIS LINE TYPICAL SECTION NO. 48 -Y7ADET- STA. 13 + 05.00 TO 15 + 26.83 � -Y7ADET- 8' VAR. 11'-18' ..��.. VAR. 11'-18' 8' 3' 71' W/GR 71' W/GR 2' 2' FDPS GRADE � FDPS CS pOINT 0�_08 0.02 0.02 0.08 \, � � /� GRADE TO THIS LINE TYPICAL SECTION NO. 49 -Y7ADET- STA. 15 + 2 6.83 TO 18 + 04.71 � -EY43- (I-85) 747' 35'-6" 4:� 35'-6" 3' 4:1 PROJECT REFERENCE NO. SHEET NO. U-3/09A 2A-14 RM/ SHEET NO. ROADWAY DESIGN PAVEMENT ENGINEER ENGINEER ]P��d.d�d� ��' �d.P�1V� DO NOT USE F R CONSTRUCTION �Nc'i"c8e�� , A��sEa"v�cECE�rereN�r DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ry� -Y6 DWY- 2, 5� ` 5� 2, � GRADE � POINT 0�_08 _ 0_02 0.02 0.08 GRADE TO THIS LINE � TYPICAL SECTION NO. 50 -YbDWY- STA.10+22.67 TO 11+74.80 12' 12' 12' 11,_6„ 11'_b„ 12' 12' 12' 12' 14' - � 1 1 1 � ,,�,W�R, � � � � 12- PS CROWN Cb Cb CROWN /u EXIST VZ POINT � EXIST - - - - :p. - - - - L EXIST -� / P�INT V2j EXIST \ `5 C1 OR C2 - :` - ------ ------------ -� _ - , --� - - -�� ------------ . ` _ . _. - . _ - - - - - - - - - - - - - - ��- -� - - - - - - - D�OR D2 - - - - - - - - - -� - - - � �D7 OR D2 7" or 6.5" COMPACT EXISTWG ABC IF SHOULDERS ARE BUILT BEFORE TEMP. TRAFFIC IS MOVED, USE C MIX. IF SHOULDERS ARE REBUILT AFTER TEMP. TRAFFIC IS REMOVED, USE B MIX. TYPICAL SECTION NO. 51 -I-85- STA. 44 + 99.00 TO 57 + 10.00 7" or 6.5" � COMPACT EXISTING ABC � __ � � - � 5' SIDEWALK � PROJECT REFERENCE NO. SHEET NO. NC 119 OVER I-40 /85 INTERCHANGE LAYOUT SHEET u-3���,� �e-� � �� ` �� �I�� � \ � �; 15' 15� PS �u PS I'2 � m � � � � N 4' 76 02 PS �.02 � b � \ GRAU 350 x�'/ I � i � � �h , �� � i C2 + cv , �2=5� \ n ' � m � � i� � � � �r + GRA55 ISlANO W�-�j /�U / � �O O v� 5' SIDEWALK �� � �� � 5' SIDEWALK � - �_ C A.Y_� � � N3 VV4/ � � Sl) ���� ���- � / - � �T � �� � � �in � � -R=5' , - R=5'-- `r i N o � /� iin � R-S�� R-2 - �' 4' PS �� SIDE AI 5 C 4 - R=5'- °�' � � 10'PS +2�28 N N �\ � /�� N v o\ � �IS' � � � "��� ��� 1� � � t Nl ,u+ R < i / \� iQ �_� �-- � � f / /i- R = 5' ��" �5' DEWAIK 0./ L5` CONC. IS3 6 W L� � \ b� MONO ISLAN/ /���! 1� L J�,\ � O/ 6RA55 ISL4ND / N � � � � � } 2'-6" CONC. C8G �p� ��� Dl ����� �R=S'� �. �Dl, ��� � �� � Q u�5�� �� � � RM/ SHEET NO. \ � � � ROADWAY DESIGN ENGINEER �� � ����q6 � �P o �� �� ]�I81E1LBM[�N ]E8� 1�]LAN� � 0 `�SD pp VOT USE FO CONSTRUCTIOh \ � } 1 \ �/ m vi \ � � � �� o .... \ �� I-jt-5'\ MichaelBakerEo ineerin � sa� soo°e��y� B� � 0��\ xrea�a.�oxa��cite°so�F'-j 2 DOCUMENT NOT CONSIDERED FINAL x��� UNLESS ALL SIGNATURES COMPLETED S)8 A pA" ��� t Ol J3 ��6 � `� � \ � cnr-a o rv- 6 �aass isuN� � b�C`' p� B2 J� i��v� � i.R_5, _ p�Qy o�/,�`o\o\� 5' SIDEWALK� �' r�� � �=1► NS v, ����R-5� � ,�,� ° N � � � s sioewn�K ^'`► � �/ 57 � ^ �� �' � �" 10� PS N i � � � 10� � � 1 _ c �I � o `�0 4 0 ��S8 5' SIDEWALK � O " ` N �` � h ,_ \ \ 5„ CONC. MONO ISLAN �_ 56 - �- R_ 5 ��1��\Z��S\NC. MONO SLqND N' Cg,G -_ \ b vb �� ��10�P5 � � � r �� R=5' �vA � � „ \� i� ~ `n ~ � � ��S� � i�u, ol o �_6„�orvc.�ac S5� � �� � � � � N8 �►� _ ^ ^ � i i i _T >� �+ _ \ � �anu � �-R= 5' s� sioewn�K � � � cn � �� � �\ GRA55 ISLAND R=S� N _ _� t / � 2 � � A2 � �� N7� �v � �Q A1 � �� � � h l �) �� � I� X � � z r_ i'�P�S �li b �6 � PS X > >) � i R_5, �n I 4' PS ��o� ��z 4' PS , ,, 2 2 ��, �, INTERCHANGE ALIGNMENT DATA -SBL- CURVE DATA -RPA SPUH- CURVE OATA -RPC SPUR- CURVE DATA 5/ Pl Sta 2/+33.07 56 Pl S7q_�+58.87 Al Pl Sta 14+26J2 CI Pl S7o. 18+28.00 0= l0' OY 20.4" KiJ �= 28° 32-08.0° lU) �= 76° O' 49.2" ILTI �= 7b` 54' 373" lUJ - ' 7" D= 28' 38' S24" D= 3/' 49' S1.6" D= 23' 38' 52.9" L= 10495' L= 99.bY L= 239.69' L= 275RS T= 2.6/' T= 50.86' T= 14138' T= 164.60' R= 600.00' R= 2.00.00' R= 180.00' R= 200.00' S2 . F'l Sta 22+44.16 � �= 32' 44' l49" (RTJ S7 Pl S7o 3/+66.00 D= 28' 38' 52.4" �- 25 00' 3/.4" (RTI RPA- �URVE OA7A RPC- CURVE OATA L= l/A28' D= 28' 38' 52.4" q2 Pl Sta 14+2632 C2 Pl Sta 18+p038 T= 58.74' L= 8730' �= 94' 58' 28.3" IRTJ 0= 87' l7' 037" IRT ) R= 200.00' T= 44.36' D=,56 57' 54.1" D= 42 26' 28.7" R= 200.0(Y L= 256.93' L= 205.66' S3 Pl Sia 24+q8.65 T= 169.08' T= 12875' �= 23' 08' �.B" (LT I S8 Pl Sio 33+3279 R= 155.00' R= 135D0' D= 28° 38' 52.4" �_ l9' l6' 30.5" (RT1 - L= 80.80' D= 5 47' 35.9" T = 4096' L = 246.4/' R= 200.00' = T 5' �-�RPB_SPUR- CURVE DATA -RPD SPUR- C(IRVE DATA 54 Pl Sta 25f06.89 R= 98900' g� Pl S7a 12+8532 I Ol P/ Sto J9+30.14 �� ��� = 3° 30' 485" fRU � 0= l2/" 46' 23.5" lR7J D= 9' 32' S7.5' D= 44° 09' 25.24" D= 4° 0' 23. „ L= 3679' L= 285.32' L= 265.67' T= 18.40' T= 285.34' T= 224.4' R= 500.00' R= 130.0 ' R= 125.00' * � I�ROPOSED SIGNALS � ('j[��y VC �\\, , S''� Q � � BST I � FOR Y7ADET DETO UR USE 01�L Y�' �oo l�P� � ��t \/ PROJECT REFERENCE NO. 5 EET NO. � r--- _ _ 4 �,;;�' �_, �, � � �'�� �� �� -� � �, ��ti, U-3/09A � ` \\£ ^ i� "` II I � �I�� �.'���i ../� ///J �� Jj / _ � \\' � e /� \��*P*,v ���,/�� � 11 �� /���� �� �1 \ r� .ti� S� �M�e��`� 1 RhV SHEETNO. � � � � � `v� ` " � -� — � �� ��� ��� �s.e� , . �� � � / �/ � � ROADWAY DESIGN HYDRAULICS � — — — _ i F \ I � r'' / / � � z\ � G � � `^' ` ,�3� 1 y�P � ENGINFER ENGINEER _ I � � , � �i � qprF oa a- coNc � ��� r--_ _ / � � � �' '`1 �� � �5� ° �� �- ' � � �s ° � ���� 9 3 �3�� � < � � i��� � � � � Y'� �� ��� � 0.E � 10]8-9 � � � �� �� O ��� � � , � � �� ; . . , � ° � � � �� � . Ss6o t'�/, - n � . � �q T� � ' � � -I / � p,'o� 0 �a —� ��Fr-i � 'i hF � .� i �dF3�. � �c % / ��` ��'` � �' �3� G�j�,�, �\ 4� �„ �, I �� s �;av . /j'£;? 1��4 PU n'�, �_ / j o aAr / ' ,t� j�`� � ��650i� � �� � �,'� �� o �� �"� 1f�1E3�1L1[A9[IIi7 Ig� 11�1LAN� � � �/ � ���=�L� �/ ) ',� t� (' � /� � Cp I �'^ � r� �J j� / \ � ��qoo4Q- \ '�,�+85.0-YIA- DO NOT USE P R CONeTRUCTION � _ � � �/ �,Y � �� \ � �fi ,.40' � � � � .1� � � �o qq �` J � C� O � � / r' Y �/ A� �� ldn\\\`\ 2.� 9600 - A- � � 5000 Yl.� 1` \ ���.f -�Ov/// /� 5 � � �D� �\ `Q = +90.00-VJA � L.Y P � / �� , � �',� Michael Baker E o ineenn Inc SUNGA7E �ESIGN GFOUP PA. �'` �e a a ��� � o°`'�� � �, �s ' � � � z 1 \ I a � sa�e��$a�v '���ND 4AT qpS 4pT � � � j � ��' �� � 1 - � \ % C� � z 5�e � / � � � T --83.26 Y]A- � �„y!� �(��� i �8 � \ � � I \I axnr oNn�rvc� onsc�Floea Nr � qrvo.coa. % � i � � exisr uw � � - � � � I i v ' � i � j � � � V i.� qq � � DOCUMENT NOT CONSIDERED FINAL - _ ° `� +H7b8 �"/� � ��r � Jj`�� � 6SP6TCT— � ' Z / / � _ r__ E I -- �- z � r� �� ��� � ./ ���I� ��' ^�" r i � I q 109 � � UNLESS ALL SIGNATURES COMPLETED � �--=--d � � r � �� �j i �� ��z�� �a fai zes �.i�l�� � �p� --- �" �� �, � � � � - ----- � gz\� �� -- � / � N 1- o � I �� �" - ` WWFRED & TE�i3I� �V��F' R- > • �� � � " � , � � � ,-i / � � W � a �/ ' - - ' FB 43 PC 137 6 ° ow `' � � ____ � � �� � ... � _ _ , .' .. �� � �I &y � 5 PQ� � 1 I i10 , � w��T � �� O ti 8 oe a9a P� u9 I10 � __ �/ . / � D / � � I I rq ' . +50.88 YlA � �C G0 A� PRC Stae l6-133.59 -Y/ADET =_- r �� �' `� � ��C, � �- �� � � � � � � ee 3981 Ye� // / 2 � J� '� I �� { � 25 b0 RT POC Sto.23+3/e8/ Y7A- � � `^ �-� ��� / �, ` � 1 �;Fs� I I� � n,.00°Rr° �� � � � I � � ��a� �� � POC Sto.15+39�9 � / � ,� re � an°-o°o °�` �� � � � � � i �, i � � END -Y7ADET - z ' � � J` �� � � ao. o -v - � � � � - - v ���'s� a +08.98—Y1A— C S �O� '= I I Q POC 510. 22t40e4� Exisr. ww / � � �o`' � � - � I � � � � �se.oa -ve � ° "a�W_ �a s c c,; � i -zz_ c� I ���' � � m. I� f n � � � � � PCC Sta. 13t�0.68 -Y7A- �18.0'RTJ o � / � R �� - � " N w,,, � I I�� � w � � � - -� � � � ,%�� .; � � i �6�*°�"��' �� w� � � � � � � � � PT Sto. 18+60e55 -Y7ADET- � 0 / "� a �/ rf _ � � tL��� � I �t� � � � � {� � i/ � �. �� � � � s rrtnuE ��RRwc�R � I, ' ��^�Ei�Ai°��, oN �PT Stae25+58.88 -Y7A- � Q aa^ cn� � � �(i i �+,so�Tnn o�s ia�e Pc � � so - � �� i c ��+ �, Z + � r���,,,1�...__ Q� , �� P� �s� � $ Pe na P � �,' I i� �� � �� q� Pa a4 � iz� _��: 5 _ � � 400o a1 �� � � � � -,�� x `,� ,y'� ' � .asoo �� � i � i io� � � � W e /� �' � uBERrAo v���a�d�� �i i i � �� POC Sto.13+05.0C� � �ssoaa�mvi'' •s ai_na = � � oa �e Pc �n� � / 1 " 1_ � � ' - - __ � ` 5 �, -., fl � � �' � � - s � ���C �9 � NO LFC �- mc ���� x��+17,73 � � /- � �� �� BEGIN Y7ADC% � .oaoo r�e-. �� � � ! / = N i x ia�cll � � � � W 16.�3' � -, w ba �� uNi i F� si � i F � ��. o o ��� �� // ' � �-- `���- �-�'� � ��Nov wA��s. u a � . .s-,I ,F„dl-F � so.s6lr — �� � � -�- ----- � i a.9a� �� � - � m �nRn wA�Ls � , ,._ -�-'� � � � '�/ - � �+os oo ne- � _ tJ � / �d _ =c i> � J � �, � � -r � _ �y - - - I i ' De � � i Pr. 553 � � } l�� � ��U� �� � � � - I � ��,I � ' PR �4 P� iz� � �o� 180 � � � � � �- - '�� SCO T & V:SA 9 � I� I� ' � �� � w �soao r� � -Y7ADET- � � � � � c � 9� �� .so.o -ne-�� �,� WICktR 10_ m � � �� _�' sti6�itr-� 106 _ c � • �'� ��' �� 98 i,� a� ,��� � t " � R P � f�' P-� � PI Sta I1+2�3.8_S P/ Sta /3+24.2_, l Sto l5+1%.58 Pl Sta 17+47.80 �r � � � � ❑ � P � � �� � ` b � � �� ` -'� NO C � A IM `� �� � � � � �� � �� 0- 4° 43' 02e4' �RTJ �= 9� 4l' 2/v0 (RTJ � 40� 56' OL 5" (RTJ �_�5° B' 20e9" lLT) � � Ps �t, l � ��� a� �_ —� 1 �' _ v� ��" _ � N% D- I° 49' S4e9 D= 7° /6' 32.4" �= J6� 5/' 06.1` D= 6" 44' 25e4„ PCC Stoe 12+57e5/ � � � � n-; : � -- _�_ — ? I � � � �<���: �_ �� L = 257.51' L = 133.17' L = 227.07' ♦ ,� w nNo a & wvrR � +>' �� n�-ssv�z9 �Y8_ lS�coNc I �_ � —_ � � L 242.9/' � -/ j ��� /� ' � �,,,, a- JONC I r� r T= 128.83' T= 66.75 T= 114.2/' � �� � � �� x x ��-x-� -�_� � I m _ � � T /26.90' �� ti U, s_a, s� ��6 � �� �tiu i iAs � o� i isuN � rercomr� I�- � ' z a Rr o 1 s %� R= 3✓27eb4' R- 787.50' R 540.00' = 8 00' ` =I � ' ' � - _ _ _ .�' / - - sos�.w -ne-�Q ,� - -� I'� m�� � w� �_n� 105 _ _ - _ � � � t4 S XIST. Ds �5 mph Ds 5Q mph � �� - � u� ��� h J � R n' Ds EXl Te Ds E � �. � F � a�Ip� � i � � SE EXIST. �E EXlST. ��r � 0.06 SE 0.06 � � I�� ��s��7 � .l i7� , 1��� , ae v�a ...� - �� n=, inq7 Pr, i3� %/ m �� I�li I��� �� ' .71 I �i , 4 � — - �- �,_ I / l�NGEVWC� JC�FCRf, Y7ADET Pl = 14+75.00 EL = 637.5/' VC = ll0' K = 32 10 11 12 13 14 15 16 17 18 z 0 m N L a � I1�TERSECTI01� DETAILS PROJECT REFERENCE NO. SHEET NO. (�—�,/�^'� ��—✓ ILW SHEEi NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ���' �.���1� ��' ��..��� DO NOT U9E OR CON9TRUC'1`ION aelBakerEn�qin erin�alnc. SUNGATE�ESIGNGROUP,PA. ao6Oe� ea �'ci o° DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I11tTERSECTI01� DETAILS PROJECT REFERENCE NO. SHEET NO. U—�l('^'A �B-4 ILW SHEEi NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ���' �.��dN ��' �p..`i�i�s� DO NOT I`SE F R CONSTRUCTION aelBakerEn�qin erin�alnc. SUNGATE�ESIGNGROUP,PA. ao6Oe� ea �'ci o° DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I1�TERSECTI01� DETAILS PROJECT REFERENCE NO. SHEET NO. (�—�/�'+'/� �'�?— ILW SHEEi NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ����d��� � l� ��.,1i��.� DO NOT U3G NO CON3TRUCTION aelBakerEn�qin erin�alnc. SUNGATE�ESIGNGROUP,PA. ao6Oe� ea �'ci o° DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 1 SPECIAL LATERAL 'V' DITCH �rvo��o Smie� NoNrol � p�\ °� Fill Gro�nd 3.� O F� Ms� Slope Min.D= 1.5 Ft. FROM STA.10+00 TO STA.14+33 -L- RT FROM STA.10+83 TO STA.13+00 -RPA- RT FROM STA.13+50 TO STA.17+00 -RPB- RT FROM STA. 19+50 TO STA. 20+68 -RPB- LT FROM STA. 13+00 TO STA. 16+50 -RPC- LT FROM STA.59+60 TO STA. 61+36.6 -L- LT FROM STA. 62+85 TO STA. 64+50 -L- LT FROM STA.11+00 TO STA. 12+90 -Y19- LT DETAIL 2 SPECIAL L4TERAL 'V' DITCH �Nolro Scale) Noturd � \ �� Fill Ground Z.� p F�o s� Slope Min. D= 2.0 Ft. FROM STA.17+50 TO STA. 12+38 -YSB- LT FROM STA. 15+00 -RPD- RT TO STA. 19+09 -RPD SPUR- RT FROM STA.31+00 TO STA.33+50 -Y7A- LT DETAIL 3 SPEQAL CUT DITCH �No��o 5<ole� Fron� �rol � 3', �< Slope Gmund 3,�� D F\ �g` Min. D= 1.5 F. FROM STA.11+00 TO STA.13+00 -L- LT FROM STA. 13+90 TO STA. 14+50 -Y2- RT FROM STA. 11+68 TO STA.12+25 -RPC- RT FROM STA. 74+10 TO STA. 15+00 -YB- RT FROM STA.17+00 TO STA. 17+50 -Y26- RT DETAIL 4 STANDARD BASE DITCH �Notto Smle� Grurcl NONroI ound z,� D ,�.� Groun Min. D=2 F. � B=5 Ff. FROM STA.11+45 TO STA.11+67 -Y7A- LT FROM STA. 126+21 TO STA.126+40 -L- RT FROM STA. 127+17 TO STA.127+45 -L- LT DETAIL 5 STANDARD BASE DITCH �Notto Smle� NONrd NoNral Ground 1.� ,�.� Ground D Min. D=2 Ff. � B=VARIES 2-] Ft. FROM STA. 78+12 TO STA. 78+32 -L- LT FROM STA. 157+20 TO STA. 157+60 -L- LT DETAIL 6 SPECIAL L4TEftAL 'V' DITCH � Nof �0 5<ale� Notuwl � 1 °� Fill Giound Z.� p F�o s� Slope Min. D= 1.5 F. FROM STA.15+00 TO STA.18+50 -Y13- RT FROM STA. 17+15 TO STA. 18+00 -Y13- LT FROM STA.10+75 TO STA.12+40 -Y19- RT FROM STA. 31+50 TO STA.32+27 -Y16- RT FROM STA. 32+27 TO STA.33+50 -Ylb- RT FROM STA. 33+10 TO STA. 34+50 -V76- LT FROM STA.19+68 TO STA.20+25 -Y20- LT FROM STA.10+15 TO STA.12+50 -Y26- LT FROM STA.29+00 TO STA.32+00 -Y10- LT FROM STA.33+75 TO STA.35+50 -Y10- LT FROM STA. 36+00 TO STA. 36+80 -Y10- RT FROM STA. 13+50 TO STA. 14+50 -Y71- LT FROM STA. 18+00 TO STA. 19+50 -Y16RPA- RT FROM STA.32+60 TO STA.33+58 -Y20. LT FROM STA. 33+10 TO STA. 34+22 -Y20- RT DETAIL 7 $PEGIAL BACK OF CURB CUT DITCH �NOT TO SCAIE) w�ruau � caouNo 3.� 3� � � � _ FROM STA.42+10 TO STA. 44+00 -L- LT FROM STA. 46+62 TO STA.49+50 -L- LT FROM STA.49+75 TO STA.52+20 -L- LT FROM STA. 60+00 TO STA.62+37 -L- RT FROM STA. 65+10 TO STA. 67+00 -L- LT FROM STA. 17+11 TO STA. 20+50 -Y7- RT FROM STA.21+00 TO STA.21+90 -Y7- RT DETAIL 8 SPECIAL CUT BASE DITCH � Not to 5<ale) NaNral F Ground 3�� A'� �s� rom ou�n d � F�p Slopa B Min. D=2 Ff. Maz.d=2 F. B=2 Ft. of Liner= PSRM FROM STA.11+70 TO STA.15+10 -Y6A- LT FROM STA. 17+60 TO STA. 18+50 -Y6A- RT DETAIL 9 SPECIAL LATERAL 'V' DITCH �Nolro 5<ole) Fill o, i o-.> °` sm� Ground 7�� D ���e� d Min. D= 2.5 F. Max.d= 2.5 Ft. Typa of Liner= PSRM FROM STA. 16+00 TO STA. 17+13 -Y6A- LT FROM STA.29+15 TO STA. 31+00 -Y7A- RT DETAIL 10 SPECIAL LP,TERAL 'V' DITCH �Notro Swle) fill NaNral p'� �� Slope G.ound "'�') p F� �e( d M��. o= zo Fr. T f Liner= PSRM Maz. d= 7.0 F. ype o FROM STA.54+75 TO STA. 61+25 -L- LT FROM STA. 17+25 TO STA. 78+50 -YbA- LT FROM STA.12+50 TO STA.14+00 -Y13- LT FROM STA. 26+00 TO STA.26+70 -Y16RPA- RT DETAIL 11 SPECIAL LATERAL'V' DITCH � Hm ro s�aia� G•u I � 1 °� Fill ound 3.� F�p�°� Slope D Min. D= ].0 F. FROM STA. 62+80 TO STA.64+50 -L- LT DETAIL 12 SPECIAL CUT DITCH (rvot�o Scole� fro Di�cF NaNml � d'� �� Slope Ga��d 3;� D F��e� Min. D= 2.0 Ft. FROM STA. 65+10 TO STA. 67+00 -L- LT FROM STA. 17+00 TO STA. 18+70 -RPD- LT DETAIL 14 LATERAL 'V' DITCH ( Nal la Scale� b �a,�.�� 1 1=� F;�� Gaund 3.� a��� 1"iF1. Slope D Min. D= 1.5 Ff. 6= 5.0 H. FROM STA.69+95 TO STA. 70+75 -L- RT FROM STA. 69+95 TO STA. 70+10 -L- LT FROM STA. 70+10 TO STA. 70+68 -L- LT FROM STA. 96+50 TO STA. 96+80 -L- RT FROM STA. 10+95 TO STA. 17+56 -Y7A- LT FROM STA. 125+36 TO STA. 126+20 -L- RT FROM STA. 126+95 TO STA. 127+30 -L- LT FROM STA. 132+22 TO STA. 133+32 -L- LT FROM STA. 157+77 TO STA. 158+75 -L- RT FROM STA.182+25 TO STA. 188+00 -L- RT DETAIL 15 LATERAL BASE DITCH (No�to Smla� ,�� Nolural G.ou�d ?�/ p 1'� "�^� Slope d GEOTE%TILE g Min. D=2 Ff. Maz.d=2 F. 'Nmen 9 Ix < 6.0' B=2 F. Type of Liner= CL'B' Ri�Rap 6=5 F. FROM STA. 108+24 TO STA. 108+69 -L- LT FROM STA. 148+00 TO STA. 154+65 -L- RT FROM STA.180+00 TO STA. 182+25 -L- RT FROM S7A. 26+00 TO STA. 26+50 -Y16RPA- R7 FROM STA. 18+50 TO STA. 19+98 -Y10- RT FROM STA. 20+40 TO STA.22+50 -Y10- LT DETAIL 16 LATERAL BASE DITCH �No�ro Scale) b No�urol I �- I Fill Ground Z:) p�.� ���ry. Slope d g Min. D= 1.5 Ft. Max. d= 1.5 F. B= 2.0 Ft. 6= 5.0 F. Type of Liner= PSRM FROM STA. 94+00 TO STA. 95+00 -L- LT DETAIL 17 LATERAL BASE DITCH �Nor�os<ale� b NaNral I f- I Fill Gro�nd 7:l p,L.1 �„�1. SIoPe d g Min. D= 2.0 Ft. Max. d= 2.0 Ff. B= 4.0 Ft. 6= 5.0 Ff. Type of Liner= PSkM FROM STA. 95+00 TO STA.97+50 -L- LT DETAIL 18 LAiERAL'V' DITCH ( Not lo S�ale) �e,�,e� 1 � F;�� Gro�nd ?.� p ti�� �'SFt. Slope Min. D= 2.0 Ff. 6= 5.0 H. FROM STA.11+86 TO STA.13+50 -Y6- LT FROM STA.15+15 TO STA.18+50 -Y� RT FROM STA.132+10 TO STA. 132+22 -L- LT FROM STA. 154+70 TO STA. 156+25 -L- RT DETAIL 19 L4TERAL 'V' DITCH �No��o s<aie) NONroI �- Fill Ground 3.) p �, 1"rF. SIOPe a Min, D= 1.5 F. Max. d= 1.5 Ff. 6= 5.0 Ff. TYPe of Liner= PSRM FROM STA.13+50 TO STA.15+60 -Y6- LT FROM STA. 16+79 TO STA. 18+50 -Y6- LT DETAIL 20 LATERAL Bo SE DITCH 1 rvo� scoie� �Nolurcl Ground 3;� p 3�� 1"rft. Fill sm� I p I Min. D= ].0 F. B= 2.0 Ft. 6= 5.0 Ft. FROM STA.15+67 TO STA.16+55 -Yb- LT FROM STA. 62+85 TO STA. 63+00 -L- LT FROM STA. 179+03 TO STA. 180+00 -L- RT FROM STA.19+45 TO STA.20+40 -Y10- LT DETAIL 21 SPECIAL LATERAL BASE DITCH ( Nol lo Scale� Nat�ral G.o�nd ?�� b�� �e< Slope d p F\o Geo�ex�lle B Min. D=2 R. Mox.d=� Ft. Type of Liner= CL 'B' RiFrRop B Z h. FROM STA. 58+25 TO STA. 59+60 -L- LT FROM STA.20+00 TO STA. 21+05 -Y16RPA- LT DETAIL 22 SPECIAL CUT BASE DITCH �Notto Swle) Nmural � o� Fron� Ground 3. ��' Di1�F � I °�I F� �e( 5lope � Min. D=2 Ff. B=2 Ft. FROM STA. 15+10 TO STA. 17+13 -Y6A- LT DETAIL 23 SPECIAL LATERAL BASE DITCH �Nollo Scole� Nolural � o� Fill Ground 3,.� p A�' K� Slope P� ' � Min. D=2 F. B=2 Ft. FROM STA.59+60 70 S7A. 61+36.6 -L- L7 FROM STA. 63+00 TO STA. 64+50 -L- LT FROM STA. 108+20 TO STA. 109+75 -L- RT DETAIL 31 SPECIAL CUT DITCH �No�fo Scale) DETAIL 24 < Fp� on�n LP.TERAL'V' DITCH �����^� � p��ne� sioce (Nollo Scale� Ground ?�� p p�o Min. D=1.5 F. NaNrol � '�- Fill G.o��d �:� p'L` t^h�. smpa FROM STA.26+00 TO STA.28+25 -Y6- LT d FROM STA. 11+62 TO STA.14+25 -Y16- LT �so�e%�.ie FROM STA. 14+25 TO STA. 20+15 -Y76- LT Min. 0=1.5 Ft. FROM STA. 19+00 TO STA. 20+15 -Ylb- RT Mox.d=1.5 F. FROM STA.20+15 TO STA.21+00 -Y16- RT 6=5 R FROM STA.40+50 TO STA. 42+50 -Y16- LT Type ofLiner= CL'B'Ri�Rap FROM STA.45+00 TO STA.46+02 -Yl� LT FROM STA. 68+50 TO STA. 69+65 -L- LT FROM STA. 70+68 TO STA. 72+00 -L- LT FROM STA. 84+50 TO STA. 84+93 -L- LT FROM STA. 85+50 TO STA. 86+60 -L- RT FROM STA. 126+00 TO STA. 126+95 -L- LT DETAIL 25 SPECIAL L4TERAL BASE DITCH � No� fo Scale) Nat�ral F�l A, H� Fill Gro�nd �ory�°� F�� g Slope d � B Min. D=1.5 Ft. Man. d=1.5 Ft. Type ofLiner= PSRM B=2 Ff. FROM STA. 77+06 TO STA. 17+60 -Y6A- RT FROM STA.10+65 TO STA.13+50 -Yll- LT DETAIL 26 LATERAL 'V' DITCH �No�to Smle� Naturol � I � ' Fill Ground 3;� .��� 1"h�. Slope D Min.O= 1.0 Ff. b= 5.0 F. FROM STA. 11+65 TO STA.12+31 -Y7A- LT FROM $TA.84+93 TO STA. 85+14 -L- LT DETAIL 27 STANDARD BASE DITCH (No�b Scole� NoMol Noluml G.ound Z.� ,�.1 Ground D Min. D=7 Ft. � 8=4 Ft. FROM STA.108+03 TO STA.108+37 -L- LT FROM STA.162+25 TO STA.162+50 -L- RT DETAIL 28 SPECIAL LATERAL'V' DITCH ( Not ro Smle) Fill NaWral p'��� Slope Ground 1:) p F��e� d Gea�ex�ile Min. D= 1.5 Ft. Type of Liner= Closs'B' Rip-Rap Maz. d= 1.5 Ff. FROM STA.29+70 TO STA.31+00 -Y7A- LT FROM STA. 22+50 TO STA. 24+00 -Y10- LT FROM STA.11+00 TO STA.14+00 -Y13- RT FROM STA. 32+33 TO STA.32+60 -Y20. LT DETAIL 29 STANDARD BASE DITCH �No��o 5<ale� Nolurol NNural Ground ?.� ,�.� Gro�nd D Min. D=2 F. � B=3 Ff. FROM STA. 40+38 TO STA. 40+51 -L- RT FROM STA. 16+84 TO STA. 17+10 -YbA- RT FROM STA. 17+14 TO STA. 17+30 -Y6A- LT FROM STA. 15+05 TO STA. 15+24 -Y6- RT FROM STA. 15+54 70 STA. 15+84 -Y6- LT FROM STA.65+40 TO STA. 65+67 -L- RT FROM STA. 70+00 TO STA. 70+20 -L- LT FROM STA. 70+66 TO STA. 70+89 -L- RT FROM STA.85+05 TO STA. 85+33 -L- LT FROM STA.86+55 TO STA. 86+72 -L- RT FROM STA. 28+48 TO STA. 29+34 -Y10- RT FROM STA.30+45 TO STA.31+58 -Y10. RT FROM STA. 17+81 TO STA. 18+06 -Y16RPA- RT FROM STA.20+93 TO STA. 21+38 -V16RPA- LT DETAIL 30 LATERAL 'V' DITCH �Na�o 5<ale) NaNrol � I �" Fill Gro�nd ?;� p 1�� 1"h�. Slope Min. D=1.5 F5. b=5 Ft. FROM STA.23+50 TO STA.28+00 -Y� RT FROM STA. 96+80 TO STA.97+25 -L- RT FROM STA.45+00 TO STA. 46+06 -Ylb- RT FROM STA.20+00 TO STA.21+00 -Y20- RT FROM STA.18+50 TO STA.19+20 -Y20- LT FROM STA.16+50 TO STA.77+50 -Y20- LT FROM STA.09+70 TO STA. 12+00 -Y20- RT FROM STA.09+70 TO STA. 12+00 -Y20- LT FROM STA. 26+50 TO STA.30+00 -Y20. LT FROM STA. 23+50 TO STA. 24+09 -Y16RPA- RT DETAIL 32 SPECIAL L4TERAL BASE DITCH �Not�o Scalef Natural � o� Fill Ground Z.� p �\ ne� Slape u Min. D=] F. B=2 Ff. FROM STA.11+10 TO STA.11+50 -Y13- LT FROM STA.111+10 TO STA.111+50 -L- RT DETAIL 33 LATERAL 'V' DITCH (No��o 5<ale� NaNral � I �' fill Ground 7:! 1"1 1"iF�. 51oae D Min. D=1 F. b=5 Ft. FROM STA. 76+50 TO STA. 78+00 -L- LT DETAIL 34 LP,TERAL BASE DITCH �rvo��o Scalel �Noluml Ground 7:1 p �,'� i^h�. Fill Slopa � e � Min. D=1.5 F. I«=.! B=2 F. 6=5 F. FROM STA.162+25 TO STA.162+35 -L- RT DETAIL 35 SPECIAL L4TERAL 'V' DITCH �No��o Scole� Fill Nolurol p'� �g Slope Gro�nd 7:/ p F\� � d Min. D=1.5 Ff. Type of Liner= PSRM Max. d=1.5 F. FROM STA. 12+40 TO STA. 72+70 -Y19- RT FROM STA.32+50 TO STA. 33+65 -Y10- LT FROM STA.36+50 TO STA.37+00 -Y10. LT DETAIL 36 SPECIAL CUT DITGH �No�ro S�ale) FroM ural � p'� °< S�lo�pe G�ound O.� D F\ �e� Min. D= 1.5 Ff. FROM STA.193+00 TO STA.193+50 -L- RT FROM STA.24+61 TO STA. 25+00 -Y20- RT FROM STA.24+00 TO STA. 25+60 -Y16RPA- LT FROM STA.21+50 TO STA.22+50 -Y20. LT DETAIL 37 RIP RAP AT EMBANKMENT �Noifo Swle) io'm��. Oihh I.0'min. 1 ff Grode GEOTEXIILE Type of Liner= B TONS,CL I Ri�Rap Geotenile= lJ SY STA.33+59 -Y20- LT STA.34+25 -Y20. RT STA. 19+98 -Y10- RT STA. 10+65 -Yll- LT DETAIL 38 SPECIAL CUT DITCH �No��o Scale� Fronl �i�cF Ground 7:! � bF� Ns� SIoPe o eo� Min. D=1 F. FROM STA. 12+00 TO STA. 13+15 -Y58- RT DETAIL 39 STANDARD 'V' DITCH ( Nol lo Scole� Noluml NWural G.ound 1,� � � Ground D � d Geoiextile Min. D=2 Ft. Type of Liner= Clau'B' Ri�Rap Mox. d=1 R. FROM STA. 154+50 TO STA. 154+92 -L- RT FROM STA. 157+66 TO STA. 157+89 -L- RT DETAIL 40 STANDARD BASE DITCH ( Nol lo Scole� Nafural Natuml Ground 1.j ,�.\ G.ound D Min. D=1.5 F. � g I B=2 Fi. ~•i FROM STA.20+20 TO STA.20+36 -Y20. LT FROM STA.12+18 TO STA. 14+07 -Y76RPA- LT FROM STA.25+90 TO STA. 26+04 -Y76RPA- RT FROM STA. 25+57 TO STA. 26+06 -Y16RPA- LT FROM STA. 25+99 TO STA.26+12 -Y16RPA- LT FROM SiA.32+97 TO STA.33+38 -Y10. RT FROM STA.33+56 TO STA.33+89 -Y10. LT FROM STA.29+06 TO STA.29+25 -Y7A- RT FROM STA. 17+30 TO STA. 17+50 -Yll- LT DETAIL 41 STANDARD 'V' DITCH ( Nol la Scale� NWural NONmI Ground z.� ,�.� G.ound D Min. D=1.5 Ff. FROM STA. 747+87 TO STA. 148+66 -L- LT DETAIL 42 STANDARD BASE DITCH �N ��o s�de� NaNral Na�urol Ground ?,-� .��1 Ground d � Geo�aMlle B Min. D=2 F. Max. d=2 Ft. •Wna� B h< 6.0' B=1 Ft. Type of Liner= Closs 'B' Rip-Rop FROM STA.23+70 TO STA.24+28 -Y16RPA- RT DETAIL 43 SPECIAL NT DITCH �No��o Scale� Nolural A'� �� � �h G.ound ?'/ F� �0� Slope D d Min. D=1.5 Ft. Type of Liner= PSRM Mox d=1.5 Ff. FROM STA. 19+50 TO STA. 20+00 -Y20. RT FROM STA. 32+00 TO 33+10 -Y20. RT DETAIL 44 TOE PROTEGTION (No��a Scole� p�o�s� NaNral .�,.� ;�S�oQe Grou�d b F � � d=2 Ft. 6=2 Ft. Geotextile Type of Liner= Class 'B' Ri�Rap DETAIL 45 SPECIAL CUT DITCH � Nol lo Scole� Ditch Na�ural '�'� � sione Ground ?:l D Q\o e� Mm. o= u Fe. FROM STA. 16+00 TO STA. 17+32 -L- LT DETAIL 46 SPECIAL L4TERAL 'V' DITCH �No�to Smle� r�n Nalurol 3'� �gt Slope G.o��a Z:I p P° d Min. D-1.5 Ff. T f Liner= PSRM Max. d=1.5 F. ype o FROM STA. 17+11 TO STA. 18+00 -Yll- RT FROM STA. 17+32 TO STA. 18+00 -Y11- LT PROJECT REFERENCE NO. SHEET NO. ��..,ii�'��1/�, �'U-1 R/W SHEET NO. HYDRAULICS ENGINEER ���' �.I�p�.���' �d..S��T.� DO NOT USE FOR ONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 48 SPECIAL LATERAL 'V' DITCH �Nollo 5<ole) NaNral � p�1 °� Fill Gro�nd ?�) F�pNe� Slope D Min. D= 1.5 H. FROM STA.10+15 TO STA.11+50 -Y26- RT DETAIL 49 RIP RP,P AT EMBANKMENT �No�lo Scole) NoNrol Nu�urol Ground ���8� Ground GEOTEMILE Type of Liner= 45 TONS,CL'B' Rip-Rop Geotexfile= 100 s FROM STA. 61+37 TO STA. 62+53 -L- LT DETAIL 51 ROCK FILL IN POND (No��o Scole� Proposed � Enisfing �_ i ��Iev.=621.0 Earth Fill � s.o� Rock Fill �,o���.w.tEla..= � t To Berm szo.o FROM STA. 78+17 i0 $TA. 79+64 -L- LT DETAIL 52 ROCK FILL IN POND � N �to Scale� Proposed � Existing�-\ � + �Elev.=589.0 Eanh Fill -+c Rock Fill �n j,0'�N.W.S. Elev.= To Berm s88.o FROM STA.162+00 TO STA.162+80 -L- LT DETAIL 58 SPECIAL LATERAL 'V' DITCH �Notfo Smle) F�n Nolurol p'� �� Slope Ground 3�) p F� �0( d Min. D=1.5 F. Type of Liner= PSRM Max. d=1.5 Ff. FROM STA.10+50 TO STA.11+08 -DWY4 RT — � _ �, 1 � � � �_� �ntar�ina��� �c.��il ,--, - - __ t ; ,w --, .:� � , : L��y�:: �'ir�u��i�r� I � :,:�lt`�ici�i ,'t fl� ( n".4:JI"`, I"'] h�.}' ���i�CflfJfl � � � � , �;:-'. c';� ._ JI ' �IfP;3f: {c) Minimum cf I Layer, IC� mil Thick pl�stie., K= I x I�� -'cmisei, or �l:;:1:4'r'm�rr of I foat thick clayey s�il, P. - I x 10 "6�.m15e�� ��.. �'I' —_-�---� -�_ �' } lr i j . (J _-``'1 .I I �. ��t; � _�.lJI � ��P � CJ =1 ,�: �r�_a ihe Ca��trtz� t�3r- ,� ::II : t ..-�,� �= II �:��r�tc���ir7�ted ,�cil exc:���ateci f- �rr _. prcperty in c� locati�n w'thir Tr�� p�operty �Qunciarie� o f the sc��.�- :;, par�e , If the �valum� af cantaminctc�. �: r��i�erial exce��s available space or site, tr�� Ccr�-Fr-��#or- ���,��II �l��a�n c� perr�nit fr�rr the NCDE�;R UST Sec.ti: r� -. �'�� _�It:_ �E'.'T1rC''"fJP'V .��!',P'c]< -� � �` ..� d � � :J � � .. f � : . , . � _ � f i . , . O .. [. L-. . I :1 rJ � � i,� `'' \ . • , `. U .., � ,.: fl O d C� �� D � _ � ..,., ,. , 4� O C; � � � .: ' ,,. ��.� � ''�. ,f'� .. � C] C� �- Q �� � � �.::'� . � - - ,� _ � - ) " C. J � .^`. � - - - _ � - . 7--- !�!�� Ida —' � �--i '_—��� �==I l-- ii � I'! -- ��i( 1!I! �— � IFff ����i 1I'�i I f �� ilCl �IIII-- I!� �-�-!-� � --�- :_: — i_._:_!_:_ ., � '--: � _u_i i � � r i_i , � l i i - , , , _ i u_1J �- — ��� �_i . ,' � ;� tV � �; `,,h,.: �t, ,.� . . . ., �� _ _ _ - �z--_ _ `_ _� 4 �/y � ' -_ � . '� "� �1 ��' y�-�� 1 t-L� ff � ... t I L������ .. " . .... .. . ... . Contaminated 5�ils � k ,� . _ _ _ :�� }��� ��� \� `c �� ����iJ - - --'- . - - - � � �� � �.u+ _ _ _ �. -- ----- - -- � � � COMPUTFD BY� �� CHECKED BY:_ io DATE:, DATE: ����� �� ����� ��������� ��������� ��' �������� S UMMAR Y OF EAR THWORI� PROJECT REFERENCE NO. SHEET NO. J-3/OtiA 3B-1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTE: Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit. coMaureo sr: W.E.J �nre: 05-12-2013 CHECKED 6Y: DATE: "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH - DISTANCE FROM EDGE OF TRAVEL L4NE TO SHOULDER BREAK POINT. FLARE LENGTH - DISTANCE FROM L4ST SECTION OF PAR.4LLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G= GATING IMPAC7 ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 ��'��C']]� �l� 1'��][��][�[ �C�][g�iC,][l�� �������19' �� ���� V'V' � :L � G UARDRAIL S UMMAR Y IMPACT '"N" SINGLE REMOVE S LENC,7H WARRpN7 PQIN7 T4TAL FL4RE LENGTH W ANCHpRS ariENUaTOR REM�pVE SURVE`! ❑fST. FAE�D STOCMPILE BEG. STA. END STA, LOCRTGON SH4t1L rr�aso E7(35TING R�MARKS LINE SHOP OOUBLE APRR(]ACH T'FiAILIMG ��pM APPRORCH NG APPRCIACH YFtAlLING 7fl GRALI CpNCF2E7E E%ISiING EO,L. WI.D� �S N'� BARRIER '�UARDRAIL GUARDRpIL I, STRAIGHT CURV@6 FRCEa END EN�D END ENO ENO END MUD %.I I 3'9d M-35B Xlfl CAT-1 AT-1 �.77 TES -RPC $P�1R- 17�5i 37 -N6L- 25+347.60 LT �i 581.25 -NBL- 25+56 28; 14 1 i -RFD SPllR• 19+40.50 -SBL•25+68.35 RT 75.dQ �� �d 1 1 -NB�L- � 24+83�.§f7 25�55 74 RT g]25 25+55.7A 9.5 7 1 SBL- b 24+80.35 25+44.40 LT 68.75 25+44.40 d 11 1 405,25 1 7 1 •NB�G 27+53.00 •RPB SPUR-�2+36.95 LT ti37.5p 27+�g.� 17.5114 1 7 -NB�E- 27+75�.70 29+07.24 RT �q�.7,� 27ti5.8fi g�`� 117.9 1 1 -SBL- � 27+g5.74 24+01.21 LT 13t25 d 2i+86�.71 �� 101.d5 1 7 -$BL- � 28+17.5Q -RPA SPUR- 14+61. RT I f56.25 '� 28+11.49 11.5.+14 I 1 1 -FtP6- 17+00.�1(1 59�«4D.00 RT 20�.25 18+00.00 14 9 1 -L- 63+gg.76 -YlA-i2+5C_24 RT 931.25 64+99.70 19.5113 3 7 -L- � 69+45.95 71+49.00 LT 263.05 70+99:00 � 7Q+q6.00 1i.5 i 1 -Y7A- � i3+3i7A0 LT -L-79+55.0fl ftT LTIRT 984.25 12�90.09 52+60.88 13+11.5 1 1 -L- 77+44.5p $p+99 OC7 LT $5d S4 78*a4 50 51.$ 1 1 -L- &5+48�.74 8T+54 95 RT 205.25 8[�+59.70 � 91.`s 1 1 -L- 84+94.75 87+pp.Qp LT 2U6.25 &6+�D.OQ 10 1 1 -L- � 92+42.87 86t99.12 RT �156 25 9�tA8 70 1a 1 1 •L- � 94+1fl.75 99+[So Ca LT 4&9 25 5i6+qp.p0 � 1U 1 1 _L- . 124+y�8.5a 127+04 75 RT 205.25 125+39.90 � 10 1 1 -L- . 125+90.00 128+g9.5t] LT 309.54 t27+gg.g0 j 10 1 1 -L- 139+85 05 1�2+�7.55 LT 1062 54 132+94 25 II 142+57.55 10 1 7 •L- 132+0A25 142+23.OQ RT 7018.75� 133*W.90 p 142�23.00 1Q 1 1 -L- � 144+85.12 142+36 37 RT tS&.25 td2+36.37 �I 1d 6225 1 1 -L- � 14i+p2..t5 132+q5 �J LT 14�.15 1.42+45.9Q i1 1❑ 64.75 1 1 •L- � 58+14.48 58+afi.17 LT 30.IX3 ' 2 •Yi0• 19+21.83 SS+27.±4 LT 30.00 2 -L-SUBTO7ALp2 BEFOftE51TE3{BEiIpGE} = 7566.45 17 4 17 12 4 -L- 1�7+30.�5 162*6C7..36 RT 7550.f5� 14$+34_3B 182+tl5.06 19 1 1 .L.. 147+40.11 163.48.55 LT I �65625 162+48.55 147+4fl.11 10 � 1 1 -L- 147+33-81 14$+�g.gg RF t35.17 147+33..81 1U 58.6 � 1 1 -L- 14i+�36.&9 148+g7 A3 Li II 75b.54 14i+38.$9 1p fi$2 1 S .�. �77+ag.65 182FOa_9a RT i 455.29 178+q9.65 � 181i64.95 1U � 1 1 -L- 178+�A45 184+63.20 LT I B[N�.25 1S3+d9.i5 �� 179+C4.45 10 1 1 -L- 18i*85 38 188+21 13 LT I �O.CO 1 2 -L- SU@TO71AL, #3 AFTER 517E 2[BFi{UGEJ a . 4'58A.50 4 2 � 4 2 � -L� �.d9+66.7a RT �Y6•16+�9.43LT RT 918.75 ,Y6�53+64.a9 •Y6�53+64:09 S � 1 1 -Y6- � 10+65�.[1p 76+53.67 LT 61$.75 15t55.67 8 1 1 -Y7A- � 28+10.99 3@♦S�J.58 RT 2&t.25 -Y6- SiJ67f]TAL �k 3= 18i8.75 � 2 2 -YtQ- 18+33�,p9 21+70 39 RT 337 5U 18•33 09 � 20t33 08 8 2 -Yt6- 78+33 G� Z1+33 �9 LT 3(}0 00 ?Q+T1.34 79+33 09 8 2 -Y1U-SWBTOTAL#4 = G3T.59 4 -Y26- 33+Q8.85 34+dd.Q5 RT 131.2 34+a8:85 S 1 1 -Y26- �� 3�+5P 00 34+81.34 LT I t31 25 'I 33+87 50 8 1 1 9 -Y76- SUBTQTAL # 4= 262.-05 f � 3 � I TOTAL 15259.Sf1 I 29 6 17 16 fi ANCHOR UNi7S AQJUSTMENT = GR,4U-350 1d50.00 I M-350 225.t79 V CAT-1 70E.25 8-77 70U.00 7E5 t5,40 I AbDJUSTE� TpTAL = � 13973.25 SAY = 13,30G.00 � ;A�OITIQNAL GUARpRAiL PQSTS � 9a0,W � coMaureo sr: W.E.J �nre: OF-12-20/3 CHECKED 6Y: SCL DATE: 07_15_16_ , PAVEMENT REMOVAL S UMMARY SQUARE L1NE STATIQN STATIDN LQCATION AREA WI�TH YARI]5 L 22+p0.d0 25+42.49 LT 8 F27 23783.53 2643 L 27+88.15 48+31.44 LT & RT 84355.67 9379 L 57+7'5.�J0 58+33.41 LT & RT 3s53.32 495 � 787+95.71 788+28.27 LT � RT 3243.79 36{J �- 194+D3.52 19d�25.76 �T � �T 2431.73 22f RPR 1 t+p0.00 14+4p.36 LT & RT 13132.51 1459 RPB 11+4�.�0 20+1$.34 LT & RT 24888.72 2321 RPC 12+25.00 18+22.00 LT & RT 18966.97 18$5 RPD 13�50.Q0 19+23.84 LT 8� RT 3qAl2.76 76�7 Y5C 10+4Q.00 11+5�.00 LT 8 RT i190.49 7�9 Y8 �p+66.19 24+g8.63 RT 9157.77 1018 YfiA as+�o.o� 22+75.89 LT 8 RT 7863.18 $74 Y7 18+56.00 23+79.00 �7 15623.44 �736 EYtO �5+55,88 33+9286 LT & RT 1948'l.88 2165 EYt� 35+fi9.78 �6+78.94 LT � RT 954.49 1D6 Y7A ��+3$.90 24+88.11 �T 16795.49 1199 Y7A ��+87.82 35+54.64 �T 72489.62 1388 Y76 14+60.09 16+92.98 LT & RT 1R358.71 1151 Y$ 16+50.00 t8+32.11 LT & RT 68B4.03 l63 Y9 ip+66.33 '�2+50.D4 �-T 6990.45 777 Y70 74+g9.42 '€3+31.fi9 �T 9151.64 1Q1T Y13 15+45.00 18+56.0� LT & Rr 54172.a4 6{]0 Y76 1�1+67A0 i5+00.00 RT 3081.fi4 342 `l16 j5+60.00 45+35.45 L7 � a� 366i4.75 T0735 !'77 7Q+2R.88 '11+7fl.D4 LT & RT 1A57.24 1fi2 Y18 16+15.74 4��70.QQ LT 8 RT 1274.33 142 Y79 OB*8Q.7fl S2{50.(7� LT & F�T 7355.14 8t7 Y2� 17+OO.DO 31+OD.00 LT 8� RT 2835&.36 3151 Y26 77+17.50 17+28.28 �'r 14895.75 1655 DWY2 11+66.D4 i2+91.54 LT & RT 2156.E3 239.63 pWY3 1�+60.D0 12+7g,7y LT 8 RT 7290'6.iJ1 1433,45 7Q7AL 52,543 SAY 5�,55R MILLING ASPHALT PAVEMENT 1.5" DEPTH LIWE STA710W il185 E� 49+13 II$5 W B 49+23 Y5B 11+57 Y5C 10+29 STATfQN LDGATION AREA 52+57 LT & RT 86582.78 52+67 LT 8 RT 84 � 58.56 13�8� LT & RT 7333.20 11+57 LT 8 RT 4739.G3 WIDTH l"aTAL 5AY SQ'UARE YARQS 9627 sss� 813 527 2Q,912 so,sza ��'�"�']� �l� l��]Eg�][�[ �C�]Eg�:L,][l�'� �������� �� ����� ��'� WOVEN WIRE FENCE S UMMARY LT. q � C D E F QR FABFdIC �ND C(]RNER LINE 4" 5" STAT90N TO STATIQM RT. L.F. �F2110E BRAGE �RACE PdS7S I PCISTS -L- 16+04 - 19+C72.55 LT 301.03 2 79 4 _�. �g+65.69 - 21+75.94 RT. 15q,D0 2 9 4 -L- 21+50- 22+32 L3 82.a0 2 1 2 7 -RPB- 18+T3 - 21+94 LT 321.00 1 1 20 5 -SBL- 32+38 - 34t55 LT 217.00 1 i4 2 -L- 34+2b - 38+85 LT 460.00 2 1 29 7 -Y5B- 12+55 - 13+06 RT. 64.[]0 1 1 2 5 -L• 44+19 - 57+85 LT 7,148.�� 7 2 3 73 77 -1.- �1+64 --Y7- 3{�+00 LT 714.00 1 1 5 5 -YB- 3Q+40 --C- 55+ 19 LT f 52.00 7 1 8 5 -L• 56+19 - 87*60 LF 3,14t.06 2 9 207 31 -L-88+85-110+1� LT 2.125.�0 2 2 B 137 28 =L- 110+7a - 128+50 LT 1,780.6a 2 1 5 115 22 -L- 129+10 - 142#57{BRIbGEJ LF 1.611.60 2 5 105 19 -L- i#7+40{BRIC7GE} - 187+46 L� 4,f}Q6.Q0 2 4 12 258 52 -L- 188+35 - 192+Q0 LT 365.p� 2 1 22 7 -L- 195+54 - 201+54 LT �44.Oq 2 1 42 7 -L- t9+66 - 21+'15 RT. 149.bQ 2 9 4 -RPR- 12+44 - 14+47 RT. 243.00 2 92 d -L- 32+fi2 - 37+96 RT. 534.00 2 4 29 16 -YSA- 17+50 - 1 t+SD LT 3�.OD t 1 2 -L- 38+$2 - 42*7Cl RT. 3$8.0� 2 1 24 7 -L• 43+4Q - 47+fiQ RT. 42QA� 2 1 26 7 -L- 49+54 - 52+73 RT. 452.OQ 2 2 27 10 -Y7- � 4+89 --L- 55+00 LT 145.0� 1 9 2 -L- 55+Q0 --YlA- 12+8f3 RT. 1.760.aQ 2 1 5 149 22 -Y7A- 12+00 --L- 95+92 RT. 2,4C�fi.06 2 3 7 153 34 -L- 96+6� -Yf3- 12+06 RT. 1.384.66 1 � 2 9t 14 -Y13- 12+15 --1.- �28+28 RT. 1.675.00 2 1 5 1D8 22 -L- 126+35 - 133*95 RT. 76�.Of� 1 1 2 48 11 -L- 134+01 -�42+�3(BRIDGE} RT. 953.00 2 1 3 59 16 -L- 147+3p(BRIDGEJ 1fi2+34 RT. 1,150.a6 2 3 3 70 22 -L- 162+37 - 164+24 RT. 2$7.00 2 2 75 10 -L- 166+50 - 178+$1 RT. 1,231.a6 2 4 2 76 22 -L- 195+55 - 159+45 RT. 390.Qp 2 1 24 7 -YICRPA-10+64-2fi+25 LT 9,S53.t}Q 1 4 4 1D4 26 -Y16RPA- 10+34 - 25+50 RT. 1,682.60 2 1 5 108 22 Tt]TAL 34,2i1.03 2172 Sf17 AOOITIOhiAL BAF26Ed WIRE 1500 LF CHAIN LINK FENCE S UMMARY L7. p B C D E F 5TA710N i0 SiATION dR FA9RIC �N� C63RNE�t LIIVE LINE TE1�M8NAL RT. �•F. BRRCE 6RACE BRpCE POS7S POS'�S -L- 15+56 - 1$+6B RT. 326.�0 2 2 26.57 4 -L- 18+65 - 19+14 RT. 50.00 2 3.83 2 TOTAL 370.q4 3�.5P 5 SAY 370.4D 3'E.00 8.00 coMaureo sr: W.E.J �nre: 02-12-20/3 CHECKED 6Y: SCL DATE: 07_15_16_ , LINE $8L SBL N8L � � L L L. � � � L � � $TATIOM 24+36.36 27+$7.13 31+A4.5d 34+25.07 41+26.89 5$+32.09 74+03. pfi 94� 13.8� 96+13.68 112+13.00 135+32.49 t47+77.74 169+6D.00 i 69+fi0. fld 1'-6" CURB & GUTTER STATIOM 25+43.18 3p+�7.Dfi 34+5�.62 36+83.53 q8+55.p0 70+36.39 86+47.68 96+23.89 1R9+d0.49 139+63.48 941+83.28 1@3+32.31 9 85+35.3fl � g� r 3(1. 62 ��c�ss 51aE LEMGTH LT 107 LT 220 LT 30& LTIRT 258 LTIRT 726 LT 1,2fl4 LYIRT 1,�45 RT fi14 LT 1,887 LT 2,75fl RT 657 LTIRT 1,555 RT 1,575 LT 2,270 ��'�"�']� �l� l��]Eg�][�[ �C�]Eg�:L,][l�'� ID�������1� �1F 'I�[��C1E�I�� �� � oEaucTioMs n,�-r �RIV�S (3THER$ LENGTM ia� z2o 3�6 258 72$ 7,2C14 1.245 61D ,.aar 2.756 B51 '! , 555 t , 57'5 2.270 TC3TAL 15,357 SAY i5,370 SHOULDER BERM GUTTER S UMMARY L�CA710�1 SI[�E �EG. STA. ENQ SiA. -L� RY 73+57.50 79+52.25 -L- RT 97+47.74 98+pp.87 -L- LT 125+g�.�5 128+50.06 -L- L�` 132+05.29 139+99.97 -L- RT 135+95.2a 142+23.�4 -L- RT 147+3�.36 158+7g.T5 -L- RT 161+�p.fl� 1fi3ffl0.06 -L- RT 178+45.25 1$1+5�Q.00 -L- L.7 17$+45.25 184+{iA.OD L1NE SBL L L L L L L L L L L STATION 31+45.23 34+25.07 4�+26.83 �$+32,12 74+03.07 96+43.89 112+13.00 139+81.28 147+36.98 167+23.36 185+55.34 TOTAL 5AY 2'-9" CURB & GUTTER STATI�]N 34+55.35 36+83.38 48+55.Q(? 59+45.82 83+74.66 1 d9+OQ.57 135+12.49 � �t2+4620 192+3�.�2 caass SldE LEh1GTH Rl' 310 LT 258 LT 730 RT 75 RT 972 LTlRT 1,257 R7 2.299 LT 2fi5 LT 7,596 L71RT 209 LTIRT 675 ��NGTH 5�34.7 53.1 254.8 794.7 621.8 1149.4 � 50.4 304.8 554.$ 4473.9 44${} pEpUC710N5 NET DRIVES DTHE�S LENGTH 310 258 73� 75 972 1,257 2, 299 265 1.596 2Q9 875 TOTAL 8.645 SAY $,fi54 2'-6" CURB & GUTTER � • �• � • .�. � ,.. � � � • �� � . . � , �, . . �I : I ' _ _ ;.. , , , _ � � _ --- �. _ .,. �� _ - - - _ . :. � - mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm . - - - - ��� � _ .. . . - 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TOT L CYITONS/SY: 0 0 0 500 0 �a�u = aggregare sudgrade *AST = Aggregate Stabilization 0 Z a � Q 0 0 a 0 Z `> � d 0 0 0 < � Z 0 Z 0 � 0 i 3 0 0 < 0 � � � z 0 > � � 11 � 11 1L'e �ll' 1V� �llp 11 11�1 ��llu�l�lLe1L��� �������i� �� ��������� PARCEL I1�DEX SHEET PROJECT REFERENCE NO. SHEEf NO. U-3/09A 3P—1 WW SHEET NO. DOCUMENT NOT CONSIDERED FINAL UNIESS ALL SIGNATURES COMPLETED PARCEL SHEET PARCEL SHEET PARCEL SHEET PROPERTY OWNERS NAMES PROPERTY OWNERS NAMES PROPERTY OWNERS NAMES NO. NO. NO. NO. NO. NO. 1 I NOT USED 38A CAMPBELL HOLDWGS, LLC 12, 13 & 21 74 DOGWOOD PROPERTIES & DEV. CORP. � 20 2 CHARLES S. HURSEY 4 386 PATERSON PROPERTIES 10 75 DOGWOOD PROPERTIES & DEV. CORP. 20 3 I LOWE'S HOME CENTER, INC. 4 40 PATERSON PROPERTIES 9& 10 76 EDWARD & JANICE MURPHY 2� 4 ERNEST STRAYHORN 4 41 DELORES JONES 10, 11 & 24 77 STEPHEN & NELLIE PETTY 20 5 I DIANE MARIE HUNTER 4 41A DELORES JONES 24 78 1212 SOUTH FIFTH, LLC 20 6 NOT USED 42 MARY RUTH WOOD HEIRS 11 & 24 79 3S INVESTMENTS, LLC 2� 7 TRULIANT FEDERAL CREDIT UNION 4 43 RONALD E. MASSEY & LAWRENCE L. MASSEY 14 $� KAREN OLDHAM & BILLIE JEAN HAIR � 20 GST IRREVOCABLE TRUST U/A 44 DONALD A. SMITH FAMILY TRUST 14 $� LARRY & BOBBIE RIGGSBEE 20 & 21 $ CLIFFORD BULLARD & JOHN GRISSOM 4 45 BRENDA COLEMAN 14 82 ISABELL BENSON 20 & 21 9 COOK OUT - MEBANE, INC. 4 46 WM 43 SUBSIDIARY LLC. 14 83 JOHN & JEANNE HOVER 20 10 LUIHN FOUR, INC 5 4� RONALD E. MASSEY & LAWRENCE L. MASSEY 14 84 ANDREW LOPEZ 20 11 SANDVIK, INC. 5 48 WM 43 SUBSIDIARY LLC. 14, 15, 26 & 27 85 DEBORAH & RICHARD BAKER 20 12 REX OIL COMPANY 5 48A RAY FAMILY SHARE TRUST 25 85A MARIE H. RAY, REVOCABLE TRUST 20 13 CAROLYN LONG 5 49 ALLIE MARTIN, JR. & KENNETH MARTIN 14 & 15 86 JAMES & MARIA OAKELY 20 & 21 14 WCL ONE, LLC 5 50 MICHAEL ROBINSON, JR & ROBYN HARVEY 17 $7 LARRY & BOBBIE RIGGSBEE 21 15 UNITED DEVELOPMENT CORP 5 51 ORANGE ALAMANCE 14 88 TROUTMAN PROFESSIONAL PROPERTIES LLC. 21 16 I FEDELITY BANK 5 52 WILLIE DAVIS, JR. & JOAN DAVIS 15 $9 SAMUEL PARKER, III & DONNA PARKER 21 �7 BROOKHOLLOW PLAZA SHOPPING CENTER 5, b& 19 53 ALBERT SHAW HEIRS 15 & 27 90 DALE & NELL DAVIS 21 �g RUBY TUESDAY, INC. 5 54 BRETT M. MICHEAL & LISA W. NESBITT 15 & 16 91 TIMOTHY & MICHELE PAGE 21 19 GUNATIT HOSPITALITY INC. 5 55 VERONICA SMITH 15 & 16 92 NOT USED 20 I JAMES & ELLEN PORTER 5 56 MELVIN KING 15 & 16 93 FIELDSTONE PARTNERS, LLC 22 21 I SPIRIT MASTER FUNDING III, LLC 5 57 NOT USED 94 NOT USED 22 WILLIAM & VIRGINIA HAWKS 5 58 HEIRS OF VIOLA BAYNES 16 & 17 95 FIRST MEBANE PROPERTIES 7, 8& 22 24 JBS PROPERTIES, LLC 5& 6 59 HAROLD & ELIZABETH HALACHEFF 16 & 17 96 DONALD & JENET WEBER 22 25 BROOKHOLLOW PLAZA SHOPPING CENTER b& 19 60 KARILINA LLC. 17 97 DAWN MURPHY 22 26 JUDITH SETTLE 6 61 JANE DEESE 17 98 SANDRA & WINFRED JONES 22 2� 3S INVESTMENTS, LLC 6, 7& 20 62 CLIFFORD & GLENDA HUNTLEY 17 & 18 99 VERNON CLAPP 22 28 WILLIAM & PEGGY BUMCARNER 6& 19 63 THEODORE & KATE SCHMIDT 17 100 TRACIE GERRINGER 22 29 GARY BUMGARNER b& 19 64 JOHN & CAROL PAYNE 18 101 NOT USED 31 WILTON BENSON 6& 20 65 JOHN & CATHERINE HEAFNER 18 102 NOT USED 32 GAKHSKNCP, LLC 6 66 DERIK & ANGELA DAVIS I 18 103 NOT USED 33 DOGWOOD PROPERTIES & DEV. CORP. 6 67 DANIEL & LORRI SHANNON I 18 104 JOEL W. WALKER & PHYLLIS WALKER 22 34 I EDWARD & JANICE MURPHY b, 7& 20 68 JAMES & LINDA PIPER I 18 105 PAULA ANGEVINE - JEFFERS 22 35 HKID 42 INC. 7, 8& 19 69 SPORTS ENDEAVORS, INC. I 19 106 ANDY WALLS, II & SARA WALLS 22 36 FIRST MEBANE PROPERTIES 7 71 INDUSTRIAL DEVELMENT ASSOCIATES �q 107 JESSICA & JOHN ALLISON 22 37 MCCLURE FUNERAL SERVICE, INC. 7 72 IDA FLEX OFFICE, LLC 19 108 JOE & INISE DEGRAFFENREIDT 22 38 RAY FAMILY SHARE TRUST 8,9, 10,11,12&13 73 DOGWOOD PROPERTIES & DEV. CORP. b& 20 109 WINFRED & TERRY WHITTED 22 & 23 0 z Q � a 0 0 0 < < � < 0 0 < 0 < � a Z 0 Z 0 � 0 z z 3 0 0 0 � � � Z 0 > ����� �� l�' �11��ll�1 V��ll����1V � �������i� �� ��������� PARCEL I1�DEX SHEET PROJECT REFERENCE NO. SHEET NO. U-3/09A 3P-2 WW SHEET NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PARCEL SHEET PARCEL SHEET PARCEL SHEET PROPERTY OWNERS NAMES PROPERTY OWNERS NAMES PROPERTY OWNERS NAMES NO. NO. NO. NO. NO. NO. 10 HENRY & JACKIE CRANE 22 & 23 143 DANIEL THACKER, JR & LYNNETTE THACKER 28 179 JOHN & LUANNE PAYNE 18 11 I MILDRED & WILLARD GODREY 23 144 CARL BRADLEY 28 180 UNITED STATES POSTAL SERVICE 22 12 I FELICIA & TAGBO EKWUEME - OKOLI 23 145 CHRISTOPHER ROBERT TURNER 28 181 ELIZABETH FOUST 24 13 I JOHN & MINNIE PACKENHAM 23 146 MELVIN SIDNEY KING 28 182 CONGDON, BRIAN E. & SARAH J. 31 14 I JOHN & MINNIE PACKENHAM 23 147 NOT USED lg3 NOT USED 115 I C. L. DORIS FRYE 23 148 ROBERT & DIANNE FLYNN 18 & 28 184 VASANT & PRABHA, SEJPAL 5 116 I EDWARDS REALTY LLC 24 149 JESSE & BONITA WRIGHT 17 & 28 185 RONNIE C. & KELLY S. WILSON 17 116A VERNON CLAPP 23 150 WILLIAM & PRISCILLA RICE 1$ 186 NO CLAIM 9 117 DUKE POWER 11 & 24 151 ELAINE DODSON 18 187 HAROLD THORNTON 18 118 ADDIE HAYES 24 152 CATES ELOISE WOOLSEY ESTATE 18 & 29 1$$ TERRY & MARGARET GEARHART 23 119 DONALD HEATH 24 189 EFAIN & MAURS SALAS 25 120 DUKE POWER 24 153 JOHNSON CHAPEL A.M.E. CHURCH 29 190 NO CLAIM 121 I WAYNE PATTERSON 25 154 ROBERT J. GERARDI 29 191 BILLY LOYD 22 & 23 122 I PAUL & CYNTHIA HAYES 25 155 TOWN OF MEBANE 30 & 31 192 TIMBER CREEK ESTATES, LLC 21 123 I WILLIAM & MARY WHEELEY 25 156 SNIPES, MARILYN HOLT 31 193 NORTH CAROLINA RAILROAD COMPANY 13, 14 & 25 124 RAFAEL LOPEZ & DOMINGA MIRANDA 25 157 SETTLE, JOHN D., LEE W. ROBERT K. 31 194 JAMES PIERMARINI 5 125 ROGER SHIELDS 25 158 CLEOTHER, LATTA HEIRS, 31 195 ARNOLD & SARAH BROWN 17 126 BRYAN WHITE 25 159 HOLT, MATTHEW HEIRS 31 196 MEBANE MCGEE ASSOCIATES 21 �27 DON & RHONDA SOLOMAN 25 160 SETTLE, JOHN D., LEE W. ROBERT K. 31 128 WILLIAM GARNER & BETTY HESTER 25 161 NOT USED 129 DONALD & SHEILA HURT 14 & 25 162 NOT USED 130 PAMELA WILLAMSON CLARK 14 & 25 163 OBLINGER, BARRIE W. 31 131 PAMELA BEATRICE SANDERS 27 164 NOT USED 132 NCDOT 26 165 NOT USED 133 PENSCO TRUST COMPANY 26 166 JACKSON LEE PROPERTIES INC, 31 (INSERT) CUSTODIAN FBO JAMES BUTCHER 167 WOODS, ROBERT S. 31 (INSERT) 134 NCDOT 26 168 HARMON, JOHN H. 31 (INSERT) 135 �AMES BUTCHER 26 169 NO CLAIM I 31 (INSERT) 136 PENSCO TRUST COMPANY 26 170 JACKSON LEE PROPERTIES INC. 31 (INSERT) CUSTODIAN FBO JAMES BUTCHER ��� JACKSON LEE PROPERTIES INC. 31 (INSERT) 136A PHILLIP TYSON HEIRS 26 172 SMITH, ANGENETTE S. 31 (INSERT) � 137 IVSON FOUST, JR. & JOLLY FOUST 26 173 HARMON, JOHN H. 31 (INSERT) 138 NOT USED 174 NO CLAIM 31 (INSERT) 139 NO CLAIM 26 & 27 V5 ALFRED & ADELL GAINEY � 28 140 NO CLAIM 27 176 NOT USED 141 RICHARD HOLT 27 177 ROLAND & JERI CHURCH � 14 142 GREGORY RANDALL & CHRISTY RANDALL 28 178 LESLIE PLUMB &WILLIAM & JENNIFER PETTY � 14 � 0 0 z O p < 0 a 0 Z m � a z � 0 Q O u d Z O > N N � I Z Z m � a �n � � n �6 � x d O�Z d0 Q� � N �z Z oF Po �� u� 9 d� �� z �w o� d� t7w ZZ Zp �� oZ o a WN mw m <� �o NO LLp pd �noNOr3 Ww Q a F�o�o ��w�� Fo;�win �a�� o�a 3a��� O oo� N0000 z�zzz 00000 �Yzzz �a��� ��as� �wo�� � � � �� � � � ' � �z �'� ' y�q5 �i �' �" 1 � . �� 11 ~ ^ ' . �� ' � � �� �\\ � � j> �� �' � • �f � � // � Por sro.iio+oovoo � - �/,� . � o � m, 9 , \\ �, �'� �II �� ���� ��� . 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C cv, s �s� RieanP � �� - �� ��_ �4 I � � o��� � �� � � �� � 9 �G ' � b000�vbn- �g � � 062 �� � m soao �r I D . _- .01 �pg 14l y .( r➢ � � �+ o a � 03 DB i384 � PG 346 ir � � "9 -� � � � � f��^<o � OWYI- PRC' - � �� m ,, u' a Q Q PI Sta /2+5/.65 a��� Sta. 12+85.45 .00.ao -0vrn=t � :� ��. � � .oa 3 �" C; - � ¢5 3 � , , � / � � ESf e TONS PB 4 PG 133 fr��5 -,,- p� � SID 8q 3� \ y� S� PG .�� m zzz�z �= 4/'46'26.1"ILTI � � �� �: � _ - --'esr�Fzisr w �; 33 �2 r� .OZ � �I� � `_�", �� � - -' °°°� o D= 24' 48' l2J" \ t i' ' I srec.sun �'� anse oircn ` i kM '' s ° E"o ww FEN�E _= z z �, I`� � �� �, �> w� w L= 168.42' -�r- PC Sto. 12+23.52 � � �� d �ocw000 PROPEd�'� � BEGIN WW FENCE > w > � STA �71r70 - STA t + A LT � -� ���ooa x� �� _ � . � �� �� 5 "�" � sa �y �\ afi. +� 233 Sv , <� DEV. �ORP as.00 Rr �/ Z � i � BeG}a vn � �o•b� S� �lYE DE7All 8 � � � �Y�5+15.00 � � � ° � T = 88✓5' �o � �� � �.o V �\ � oe nea as na S - R= 2.3�.��� � G� .rj ��` ��\ REMOV .�/� ^P8 4 PG 133 � N C�MATTING � � 3g� - P 85_00' LT � �� � � s� � �'ri�Pr 'sto. ii,�ps2a �..� � � .oe" � � w \ � , ' - � 4� DS = 30 mph � eNo ca� ��'� �� � / ��"f � � ' �� � esr io sv � � sa_ � + OQ � ��o� SE = 0.06 wi�ron, eENson, -DWYI P Sta. I0�2.�1 �,o.�s � � � `V� i� ,s- � ' PC ��-' +�3.5 �, � � ps ,�� � ,���� �3 `� a�� R�- 120� DB 251 PG 296 \ \ � r� � so rtn- r� 4, � �o� eEciH ww p0 \ bad�iT_ � � END C�&G � - v TA � o a _ .,6_oz _rb� .ti , � � Y (,_ S -L- � bo.oa-Rr � � / -DI�WYY� P07���� . �00.0 = � � � �ielaz � .� '�O + PI Sto 50+62.48 PIs Sta 57+�4.94 "°G �o��' w �''�� � POC Sto:l � 8/:77/�,� �� 73 `i _ S�EE Pls Sto 43 03.34 m \ � 3 0= � 3,-9� - 6�- - � ' � � � ��NE Bs = 6' 36' O1.7" 0 = 55' 54' 11.6" l LT J Bs = 5 36' 0/.7" � s � �� . ��� � � � `� , - . �%"�� ' � � � ` "' M�� ��{ � Ls = 288.00' D = 4' 35' O1.2" Ls = 288.00' ,,, 92 -Y6� � ` V �. 2 � " k , - ; ;, � � , r' ' °' LT = 192.13' L = 1.219.62' LT = /92./3' � � � ` � �o•� ' �%,� �" �o ST = 96./2' T = 663.28' ST = 96.12' � � °� � � R is�'- �� R = 1,250.00' PT Sto. 1.�31.9�' ` � .. �o� , � a�''= �' o Ds = 50 mph G �' � ° RO = 288� N 77' 4Y 29.1" E� � `' a� ��' ��� r�� d � F� � � \o� �' �� �� � � -Qyyy�- � �� , �ti � � �� �� PROPOSED SIGNAL r� -✓`+�sss-vca- q�o *� �'L 2 G���%C Pl Sta /0+83.49 Pl Sta 12+54.93 Pl Sta /3+19.53 '� � �e `� �� � � `"' = 38' 38' 16.5" (RTJ p= 23' 39' 07.4" (LTl �= 9' 44' 22.1" (RTJ ,s'^ 'b� xti� "s� � `° ° D= 93' S5' 39.0" D= 38' ��' 49.9° D= l4° l9' 26.2° �-�'��� � e< �� FOR -L - PROFILE SEE SHEET 33 �% [= 4/.l4' L= 6/.92' L= 67.99' "`'� �, � �.��'��� FOR -Y6- PROFILE SEE SNEET 44 �� T= 21.38' T= 3/.4�' T= 34.08' � 35.�^ -rb^- / G� c�'�P FOR -Y6A- PROFILE SEE SHEET 45 ��� R= 6/.00' R= 150.00' R= 400.00' �y�' �35 5 rbA- ��' � � FOR -Y7- PROFILE SEE SHEET 46 'os`r SE = RC SE = NC SE = NC � t, P �� R� = 32. ; ��' �.��0 FOR -DWYI- PROFILE SEE SNEET 54 -, i OI� -L - Pls Sto 74+36.16 PI Sto 78+68.40 Pls Sfa 82+95.52 6s = 2° l7' 30.6" �= l6' 38' 2/3" IRTJ gs = 2' /7' 30.6" Ls = 200.00' D= 2' l7' 30.6" Ls = 200.00' LT = /33.34' L = 726.02' LT = /33.34' ST = 66.68' T= 365.59' ST = 66.68' R = 2.500.00' d� ' �q 5 PROIECT REFERENCE NO. SHEET NO. U-3/09A 9 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Ds - 50 mph - � SE = 0.04 `�II ^ so.00- I A I - ---- Np,D �'"I RO = 200. Pnve� � c_Nc� �II a (� � � � 1P1E81E1LI�'[i dN ��1E8� 1P1Lr�N� I RETENTION POND DO NOT USL+ P R CO:�STRVCTION � I �24' RCPI 24" RCP I � � 5 D I _ '� � � -1 II � L �� II £I � � MichaelBakerEo�qineerinq�alnc. SUNGATEDESIGNGROUP.P.a �� � X—X� I ER�A.�o�a� ao�z,F,a " �� � I� � �I � X a III� � ������_� oe4 ����o��0���6�9� I m �� Q I � �� ��� � � DOCUMENT NOT CONSIDERED FINAL � �-, UNLESS ALL SIGNATURES COMPLETED 28"II'45 W �I II I I II � w.zs� � X � � � '4 O � ���� �� � � � � �� ���� I �o+oo.00 o ���z� ,.Y� o �' �� o � �� ������ i�" �i -OWY3- POT Sta. o ��Z w000s "'Z„, 38 rn '� ISC� � � I �� � - O�j �tiy �� RAY FAMILY SHARE TRUST J �� -Z, Op � �� � ��� � DB 2679 PG 994 I + �''�^'�, �� MARINO REALTY IIILLC �',�-�� � �� � z �� I � � .�-� �� �' � `U- DB 3092 PG 272 � - _p�awe� gEp--- �� Fi oW B � �� � � � z I � �.- �.er `-'t"_`�,L PB 15 PG 59 � _ �" L ^��� n� � � � �� � " � � Z, . `�-� ��_,iNO CLAIM �-� —� � �X � i �I�� ro �� � BEG/N CONSTRCUTION � � +\�- rS �'�,,w � `�, � III I pllll -DWY3- POT Sto. 1I+00.00 LAT 2' BASE DITGH wrvsan� �'`y x , STA 94+00 - STA 95+00 L LT u � �� �� � ���- � � ��� �� � i I o � -OWY3- POT Sto. I3+00.00 = "� esr +i ea sv r�' � \ss-oo: W000� �7 °ppE x I �I seeoErnuie S �/1 9�\\\ _ STA 84+93 - BST14 DL�T �`\ ft�-iENTION PON� O I III II R1 I� I -L- POT StO. BB"�'ZE.9O `� TOTAL DDE=384 CY �. �� 2.- s3 y \ SEE DETAIL � .O .02I . �F � � � -�' S ' P f� o A50' STORAGE LANE � 100' TAPER 4 08� 3� TOTAL DDE 81 CY � FILL TO APPROX. X Z V LAT V DITCH WITH CL'B�1P�'��S /� ���jjj `� I W 'o (80TH SIDES) . �'�� � iS Ie 945 w � ELEV = 603 V�G STA 84+50 - 84+93 =P�CT� � p � � M EST 20 TONS y�-. �� \- eNo U& ' � � o � � � OO —� � G. q 4�" w �, w FeH / � � � 340' LT TURN L4NE TAPER EST GF 53 SY , o' 0915 38 SEE DETAIL 24 � ..,' _ — -- �D0 -L- ��+ I I � \ �'" 0910 � n O � 11 .00' Li 110.00' LT 1 1 6d' LT '�F C .0'L I K'�✓ %fNCE y t � CLA55 B' RIPRAP � >>a oa� �r �' .02 es.00 �- � II SI 53 1M1 � �z5.o0 -L- CLA55 'B' RIPRAP �� � RAY FAMILY SHARE TRUST EST 2 TONS � �� �'-� x�X� �`� � iio:oa�ii � � � + na.oa �r Z > � i, , / E E �.00 a.- � w n5.00� �r � va_oo� �7 a w�H E R x_ x i is� � __ `�' esr s roHs � O -- �, _ QB �- � OI �� — � EST GF 14 5� � DB 2679 PG 994 E57 GF 7 SY a cH� x I P-Iv� ------- -- - I I � 2e84 `- ST Sfo.84+28.8 � 4�_a,s - � � �^� � �' - � cnorsol TDE C I � � � � � � m J� <a w �ce •'1R,�/ � N/ +ze.en � , HEAD DITCH .ti A I � . REFJ�OVE-- - - - - — - - � ll �- � YY Z so oa � - EST DDE +/- 13 CY � GRhDE TO DRAIN �+50 A�i I ----_ 2GI A * • `-' �� � _ _ _ _ _ _ I pl � , � � � rr�''N ��= RAY FAMILY SHARE TRUST ��� A� p5 �'�`�� _ 5 �� W�p°� ---' NS �„� _ i � . �� , �5 � SEE DETAll29 �--- I - NS .rv��� � - O � _ _ _ _ - — - _ _ _ _ _ _ _ _ .�.G� �- � 2 REMOVE ip RCP � - Yr[- Jb��� -Wn —�ss� DB 2679 PC 994 Z50'TYP BEGIN 1,_b„CONC.G&G- �5 �— -- HW� ---_�O�Sr / ��., `�— _ _� ` �-cP �--- 0912 F{ 24 0913 Q. FS 0914 j.. -_---- F" O .� aooa �- -� 090 I Z4" � � 090 090 \ �� � GRAU-350 2GI \ I .0 15 �3 8.� , s � � �'�4 � � CAT-1 ' Ns Q�� 03 - ii.r '� � �. � � � � � F'- e� I � �� �� aso9 , � � i o � I �I J Q 6 Q � o o � � � - � �o cac � � 1� � � , � � � _- 0901 GF 090 � N MONOLITHIC 5'CO�. ISLAND I -- _ i ___ -_ II Y � � � � O � � � � � o i�b"�coNcca� � o- R-a-� _I i�� p � � 1� �,��,=�.� � � � � N _ /�t - '-9" CONC. CBC� � 5" RCP-IV 2�� M+ ��� I� �/1-'-� / I . n �n � ye,,�, �n �- '. in '..� o, R-3' \ I I i� . 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(W � .. i55.g�� - r e � `.�O.. 1 �A vV„ FIr�H CL B' Rh � 10"3 47' _ . � ��� �n���_ o � 3 — + EST 5�0 TON�S 3 tta.00 ar � Y LIMITS (INI� �P SO.iO' li Y''� STREAMBANK STABILIZATION y 2� 4� qO � c„r�• � � o E5T GF l37 SY �¢o.ao xT MEgANE ��T _ - -�_ �7G CNIx CLASS I RIPRAP -�� �'� � E V 2� � SEE DETAIL 24 - �, � \ I I +00.00 �- � . �RER IE.O �"'i� PST 20 TONS y� itooa ar � J � 100' TAPER � 450' STORAGE LANE � ��II W V , � 200ZAKER TY E��+�'�' �,. EST GF 30 SY ; y; '-� � iba.oa ' U � � � � �� 7 � � - _ CHANN� C�ANGE Q � TAIL DITCH � I � � �_ � L.�.) {"} � �� SEE ET�QIL 53 ` � esi �oe +/ lo Cv � I�� � FIELDSTONE FARMS � I k � � � ?� L � _ i I � �� i' �^^ � _ CLA55 B' RIPRAP N � ��"` � _3 z�9' SEE DETAIL 29 � HOMEOWNERS ASSOCIATION, INC. � N' BM `. � µ;N� 1���� �� � DB 2622 PG 574 �x ''�„`t" .� .""-'�� �i 3 TONS ����s i� � 0 O5 S4" W FST GF 6 SY y/� � � oz � � �i��� �� �I i �� , —. �� � fl m � � �� os��z o9��� �z ? /�s r 7 � � � `� � � � � � 20622 E � ��° � Sf � �` � � � � FIELDSTONE FARMS HOMEOWNERS ASSOCIATION. WC. \ � IIII I � ��-� `1"�E E%ISi J TO � \ DB 1450 PG 478 � III I� IP o �s ' PROPOSED CHA NFL � �\ � �,� 24" RCP �5 � �` � PB 65 PG 140 � ' I _ EII' C3°4 ' 2 . � '� o' i,z�. E e� I� �-�s�i E�- -�6 aa� 9'�, . st ,r Ei� � � �— � � � � l5 � , � � �`�9 N 03�i'2YnE �. 5' � - � AR � . 15 �ci��o N z�. 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O � � v � O CLA55 I RIPRAP � ON BANKS ONLY � � E5T 15 TONS -__ 200'TqpER EST GF 24 SY _____ _____ __ I J TAIL DITGH / p I � EST DDE i/- 17 CY �qT 2� BASE DITCH + i SEE DETAIL 27 W/CL 'B' RIP RAP STA 108+24 - 108+69 -L- LT EST 30 TONS I � EST GF 77 SY , Eiu O , SEE DETAIL 15 Q o000 -L- GLA55 'B' RIPRAP I I EST 5 TONS ��o.00 L- I _�- , � EST GF 14 $� BEGIN accE � � ' 1106 O F s� — -- F / 4@,. F— N� '�c �� '.. /�� . . lt Ol � �.:.. � , 24" RCP�\{Sk J i� N 75' RCP IV j � ' � i� �, b„ CONC C$ � �_ Q . - � _� = � — — „o� � '` � FS 2GI- NS 2q., MONOIITHIC -5"CONC. ISLAND �i R=3' �i� — �7703 ^ / � I 1� I � �; � � * �_ `i 1� / NAD �q� 5' I / 5 �, � � / �� � � i I /; �� /� �' � / i /; /' � /; � i �j;' j � l 3, , / � � /; o 0 � /� � �� i � wv / I :����� �/� � /�� �� / FUTUREIMPROVEMENTS OR A�JUSTMENTS ,�� ,'� 38 TO NC 119 THAT ARE ASSOCIATED WITH �, I 1 THIS ACCESS BREAK WILL 8E THE �� � HAY FAU.L.Y HARE f HUS I RESPONSIBILITY OF THE PROPERTY OWNER �� I: / �3 . U�9 �� a94 � �� i I —Y� }— L l� StO. �0+�0.0� �� l / � ' � -L� � PtJL �tae �iG ✓ 3���G4 � � � FND UA �ACCE55 BREAK �� / � +�0.00 -L- Z � / 120.69'LT , 450' STORAGE LANE I� o ��BERM DITCH � —� y : STA 111+11 113+50 -L- lT�� � TOTAL DDE=26 CY � ' � --_ 340' LT. TURN TAPER � I � c � .00.00 _�_ � i .000a -�- e-- � q C /� � \ IBDO'4 '1108 / �/ � _ — � — � - � < <��,�-- �—i � ---- mz \ I _� 18,—, � — -rc -' �l {�� 2GI A ELBOW '� 18" ' � t7 18„ FS NS FS 2GI-A � / 1 NS �109 ,/� � v > �� 5. � _ - I l r� �� � �� . m u�� MONOLIT�C I�"' I — N 5'CONC IS' ND � I � �i �� n �� �2GI ' "" + � �T- ^' T-. 1 °' J�. o i ��r � -- � � < GF _ —�__ - _ � �� R=3'� � �1 o` �� , �i� W�y 1702 I�y �"�i 1110 2GI � 15 RCP-IV -{ — �� GF / ,_ � "'I -� \ 1103\ N I h -� ~ ( 1171 /� � sPec �' \�s a.�� i+ � �F � /� _ 2' BASE DITCH �i �rn � -' 1 � �, � STA 108+20 Iy �� ��G �� p �� SP LAT 2' BASE DITCH I� 5TA 109+75 -1- RT ol� Q, P 5 111+10 111>55 -L- RT � � % -� � W h�� SEE DETAIL 23 � Q � SE�DETAIL 32 + / \� �, � � � 1 \ a� — � — — — —� ,1 Z ��_ � O \ . /3 .0/ .: � l ' �i� REMOVE � I C: �� J � � c s� � 0.,�50 oi A is� � �� •9�' QB �� / I �., .02 �T'� HW � �� i �l5 2, W,,, 38� —rorn� �, � ,�o. �� / �\ S' .�s.00 -�- / � Fyc DDE=B CY I +37 59 "�� 17, \� �� - b�- � I U L, a�� `` /�}PEC LAT 2' BASE DITCH C� >>, �..+45J7 � � � �-� STA 11+10 -11+50 -Y13 �L� � �� I ~ 340' LT. T— '� Q� A � SEE DETAIL 32 �� ` � 1105 �/ r �� � 2 450' STORqGE LqNE � 0� � /� �� CLA55 '8' RIPR.4P I� I, EST 2 TONS ' / .� �nv r nnr� Ti��_- .9,.se _n3- _ � C ti s �� esr �F � sr ll � __J'`i =. >I m I / IJ'i FS I -� / �. ST� ' / � � ___ _ / END C/A ___ ,, �I END VJW FENCE --- +00.00 -Y13- ----------'- -_ I , BEGIN ('/q /� M 50.00 RT SPEC L4T V-0ITCH � I'S� II � I �� BE61N WW FENCE II � � Q W/CL 8 RIP RAP / � �---- -- . 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C&G � _ 2•_g" CONC C&G — -- — 2G - v� GF 2GI 2G1 7714 0 � NS � � F� NS FS 1117 rt,� � � ��—F ------___------_____ _—� � � � � �` � �� R E� ,� W i oo.oa -i- �5� ,r�� � � � � �,� � �+o�o.o�o� � � � � � � µ � � � � � � �� �= �- � IE IE IE IF � \ � � 3� RAY ��MILf ��'I�(L -FN�T JC � r FG 394 � m PROJECT REFERENCE NO. SHEET NO. U-3/09A ll WW SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER 1�1Ed1E1L�iM[dN�lEb� 1P1L.a�NS DO NOT IrSE PO CO.�'STRUCTION a IBakerEn��� �ry�ai�c. syuN/c�nTeoesisNcaouc.a.n. �NcY'"o8e �e DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � - - � d8„ �yy� FENCE 7 � f� rn �,_, � � 4._, N �� � � IN o - n' �� J tne � 2GI c �� � � GF I'�> _� A V� N�I> � � � = q — —� � -------- _e—N � �— — _E— E — j � >, �J' w � � �_ ,� FOR —L— PROFILE SEE SHEETS 35 & 36 FOh' —Y13— PROFILE SEE SHEET 50 � � a 0 a u O � 0 0 0 � V d � � u O Z ? � a N w � � o 0 a � w � � a z a Z Z O O Z a � o a ow o LL ��� � 40 aaa ��m � �N a ZO O �Or�O MZZ a �� gZ �6�0 a�p0� o�' o �o� Wmo� V�^Q� zZZZ o°oo ��W� ���� ���� 000� PT Sta. 134+40.67 �-�� V � Q N 23°50'27" W � 1 � -<9asTT - —52.98' /'� �^'i�-- X -I l� �} 48,� �y�y FENCE �- � M ----- ----- =� � � — .—___—____— 1302 Z 1301 2GI NSGF O2GI NSGF Q` «_ �� 1'-6" CONC. C& ��/i ��' f� I� - I - 20'�BEGIN �'-6�� n � Z�_q^ CONC. C&G �r` CONC. C&G J � � �+ _ 'oa o " �y �► �y,� - Pl Sfo N6+42.09 P/s Sta 141+33,32 PI Sta 156+58.38 Pls Sfo I67+86.90 0= 35' 47' S3.2" fLTI Bs = 2' 5l' S3.2" �= 72° ll' 58B" fRTI 6s = 2° 5l' S3.2" D= 0' 57' /7.7° Ls = 200.00' D= 2' 5l' 53.2" Ls = 200.00' L= 3.748.77' LT =/33.35' L= 2.520.24' LT =/33.35' T= 1,937.84' ST = 66.68' T= 1,458.42' ST = 66.68' R = 6.000.00' R = 2.000.00' Ds = 50 mph Os = 50 mph SE = 0.02 SE = 0.04 RO = I00' RO = 200' � A CAMPBELL HOLDINGS,LLC OB 3331 PG 570 PB 76 PG 221 N 23°5H'27"� � o z _ I q^ W �-� RAY FAMILY SHARE TRUST � � �'� _.. OB 2679 PG 994 � 0 � I 1306 0 � A CAMPBELL HOLDINGS.LLC DB 3331 PG 570 PB 76 PG 221 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED , y��.�y RF�� S �F rq�,�o SyF � �FT 2 RAI�LROAD COMPANY �X?O D8 2251PG 485 � 193 s's's��RT��� � NO CLAIM +34o4-vze- QJ � � � J- ia:6a-n� �6'�PFG\ -L- Sta.l43f22.52 = 20 -Y26REV- Sto.2/+92.7� •� � END UA �/�n 69.44 -l- // //�/ 140.00' LT �-� s �9ros�e��� E � u>> CO' RAD. �1 195.66' �H — � \% ' ��— f — ' BEGIN MSE WALL � `SEE DETAIL 55 -�- ��b'�2 � 74.09 LT � ww 15" CSP w/ FENCE 2 ELBOWS i + � � 2GI I r � ,. 3_ - �� 2GI I NSGF 1305 --- �'� � — W k FeNCE ��. _ _ � v,�, 1 - I� NSG� J 50_-�� 1303 _-----R A A� �cr+oaol k\k F' Ni� ii w� — NP. + -------.____—_____ c��^ . W " ---_-- —__— W +99_9]-L- � lv� k 1. �-,.. �—�—_--- . 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IC I L 1111 z,�} L- +11.15 n• II ' Il��ia �. � c� WW FENCE �I II A� ,nl 75 � �5�,i �, � � I� QO `�'i-�` j c:�,i (c` / jr.,,_,� _^ �F,._4�� FI'G 711 .��AiIL I 1 .J ff��E_,;;rE lol S,y ,_„ � I s c 95 p_,, d o, 4 c i � 47 � �- �x_--� / a�' ies.00VTr,,�,f-'L�Y�B PCC,�SIO. ISf6929 C ,i CG '�,RS PC 2e6 I� �,i 2GI �t 159.18' LT I I� a NS � Iw, ONALD E. MASSCY °� �iJ � �X" W O � I I�T P '( O,- � � II �= i��� � BEGIN MSE WALL � i i��} -L-+40.34 � 46 �� AWRFNI.F l.=MA� F_f'� • - _ , _- �"i .i 1 o �'L 1" RCPOTO Rx'/VJ �15\0 �_. rP�. � I I J BARRIE . III ��� �� ■ I. FeNce Dr_'�,JA_� e f11T09 LT I T Y � 1} '�,'� •� �,��5 b50 �S�'' !-. -___-- �.�;t.5', �_ J .I�I�i W -.j 1 CONCRET � _ �' Paoroseo� I_ 9� H F � i 7 , s � _�- PCL 1� N � - �r� ' Sto. 19+2�.93 � � / 113 ` TYPE B 77 � �- SfO.��iroi. 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I _� T 7 '" Co � � iT � � o> �� ��;;;���}}} _. ` _ � � , i J � ._ � p °e� ` I � I _ � � �ELB�NS � n STA 148+00 v� ��_,..� :J ��\ \ . \�. � i,��' -� � J I �I I - �� � � STA 154+65 L RT k� - .�. � 1 � II II I �EGIN SBG \� - � � 2G � � \ �� � III I , I E5T 446 TONS �,w�'-'� Ia � \ � � REMOVE � W � .. II i 15 � END�v15E WA\ 1405 EST GF 5Y E5T GF 1139 SY x���:.�_ NS r� ELB \�\\ , N <'� �O � I I _�/5 1\ � +54.81 CLA55 'Q' RIPRAP \�p TOTAL DDE-1108 CY X 6F I _ Ij I _ EST 2 T�NS � SEE DE AIL 15 �\ 15" � - _ \ "q' , m ^ oay � � � j� `° �� I� � +,s.�- �- -----� - -- --_ ��^^� ows � � K '- ' II_ II Ili i P � 87.70 RT,00.ao F � T� %� � � X ^w� ClASS'B'RIPRAP . , /�' '` � �� I � II I = � � . � � � EST 2 TONS HEAD DITCH -� - � 1411 c.4F` (v . �w EST DDE +/- 35 CY � � T II II �� CP � G' r,�, �\\ _ '. EST GF 7 SY CLA55 B RIPRAP i • � \ y C I I \ I -�. ��� \`\ , i \ � �� EST 17 TONS - - �'� �\ � .' 21 - V V I I EST GF 34 SY n � a ,� � � �� .Q � GTD � _ � � . - � �,o- k� i (1413 �y , � � t SE€,DETAIL 39 tf � � Rk � BEGIN ciA � II GTD' �^ -__ �� � r140H y� `- � � � �� _ L-37� i F3 �ia �es.os-i- � /� I � --- �� - � �� �: � ��Q� . k�� � � �o/� '' ��li l YS - '� � aeMove I �� ;� R �, 3o z� � I �,�i �� 14i6 � iso_oo�a� PUE--I � � .va.ea_i- � �3�r �: � � �s" 2 HSGF < .. � � � � _ r -- ! � �� � E� ��- PllE ------ P � � iz� R � � � � - � � e�sows - � � c� � � � ��- PUE- � ^ /��' � � � -,�`i�-� \ � _ - �Y � � s �� � � +za�i � �_ � �zas_ar�r � � � � UE -{� pU� � �/ � � _ ..!c" _ ��/ l 7 � o « � � � � � ReMove I � � �l � � � r � �' C7 � i� 7 N "�i S i\ +os.� ne Iro 48 �� PUf �� � iaia � � � __ N i j� V'� �s�c-r.� I � � � �.�-� � � I g ia \ � � ' � � M I W� ��U6SICIAR� LLc X p ='� � �'I o I� � � f oe s�9a P= iy, UF� �G/ � ' J �i CLASS '8' RIPRAP �, � - - � � � � � ; m o ?- . Y/6- L- � pU Esr �F�� sv � � � ��l Sto 20+70e99 Pls Sto l4l t33.32 Pl Sta 156+58.38 Pls Sla lE7+d6.90 ,,, s�-,_ �� p� ,�., v �� �� ;�I PT �to, 24+93.84 �- 6° 03' 45.0° (RT) Bs = 2° 5Y 53.2" �= 72° ll' S8.8" (RTl Bs = Z� 5/' 53.2" T��a�3'RT- F� � �"" FFNCF +19.15 �� �i� . 93 84 -Y16- �- � 4'z� 58.�i�� Ls = 200.00' D= 2° 5l' S3.2" Ls = 200.00� LAT V-DITCH � � � s' � ���� �� L= 846.48' srn iea+ee P�F� I�� I a=ao� -y�6_ LT = 133.35' L= 2,520.24' Lr = 133.35' �'� I I�� � 25 T= 423�G4' �se+zs -�- ar �� ��� I I ;�ilil,�, LL DO NOT DISTURB WATER ST = 66°68� r=�,4'S8.42� ST = 66.68� SEE DETAIL 18 � 4j I N VALVES, WATER METERS, R= B4OOO.00� R= 2,000.00� TAL DDE=93 CY � l ��i I' "� m AND vnu�r. Ds = 50 mph Ds = 50 mph � � s _ sE = Nc �0 = 2oG' � �� �" --=-,,.w --- -EY28- ��,,�" � I � � x X s3� 0 or�� i�E � nM�,r,c� � � � -�� P/ Sto 17+55.0� � �� X � s� i P� 5 0= l° 03' 5/v0 �UJ � I � � �� g� �� 51 D= 0� 27' SE.7„ ��-_1 I.� '-0 ill C I O ^ � IF ; � - " L = 228e49' � � � � � �,�; ;,�� • , -EY38- (EXIST/NG RAILROADJ T = 114.25' � I � � '��-r Pl Sfa 8t57e69 Pl Sto l4+18.9/ R= 12,302eN' �� �= 6° 23' 02e3" �RTJ �= 0� //' S4.5" (RTl � � �� - �� - � - 3� l7' 13e6 , , I w�� � T ' � � D 0° 59' 30.9" D 0° 02' 29.0" �'� Sta 18+96.17 I � ---� L= 643 59' L 479.5/' �LTJ I , i i `I �j � ;�� i -= � 5 D 6 0/ 40.8„ � 1 � � �' � � - � � ae r T = 522e/3 T = 239.76 ��� � j "'� R= 5,77E.20' R= 138,4/8.22' L 53.64' � � >� � �` � � '� �� � � 7- = 26.83' -v 8q- /5 I w � � � �s ' R= 934e98' -EY38- �5 � � � � I I � ij ;iaie -FUTURE RA�LROAD- � � � � �� '! y'� � PI Sta 8+59.82 Pl Sta 14+2/.84 /'l Sta 2/t26.22 � � ? �� � � � 0= 6` 23' 02 3" fRT1 �= 0� ll' 54 �" �RTJ �= 24 04' 47.2" (LTJ I � � I I�� �'- �� D= 0° 59' 22.3" D= 0� 02' 29.0" D= 6� OG' 40.3" � 4 ����� ��?�� I � L= 645J5' L= 479,56' L= 400e58' � �� r,'c I r, �� � I�' a' � m T= 322.9/' T= 239.78' 7- = 203.29' MATCH LINE _ �i„ II!. �Ps� R= 5,�90,20� R= i�a,432.2z� R= 953.i5� SNEET 26 -Y16- STATIOI� � ---- 28 + 00.00 • FOR -L- PROI-ILI- SE�� SHI=�TS 3& & 37 FOR -Y16- PROFILE SEE SHEETS 50 & 5/ �oR srRucruRE sEE s�iEErs s-i ri��iRu s-� 0 �o � �. 2 � � v �� �`i^...� !� � % �� — / / i� � � is� � � � � / � � � � � /� � � � � 7 i �� i ����� � �� � � � � �� ,�� � o � �� �;, s q � o �Q � � � , � � � � � � �� � RETT M. MICHEAL & LISA W. NESBIT� V �� M DB 2802 PG 452 ��� �� � �-- �� � . . � �i % � .�"1'- _ � � � � ��� � o \ �`^' � � �� N 9o°or�.�a� va % � � o / � � i 2z � -�`:'_� � � � _ O i \ � i . - '_<°ss a � � -- _ I� � � ' l06.r3 V �_ ll /� � � � HEIRS OF - � - � � VIOLA 8AY'VE � -_____ T� � 56 wiu: o� �eF Pc ,�i � MELVIN KING 11F1 il nl�= �SS � oe as6 Pc 9i� �� s cc F�_ Pf3 27 PG 136 �ae. � ��� - � > >- � (� sa o, m o i �''\E "'� �� � STREAMBANK STABILIZATION �' �^-� � � CLA55 I RIPRAP :� O -/ . . �� ESTTGF' 47o SY � O � � C� � � + (5�) , � �� ��� - O 200' TAPER m \ f ' iio oo, i� i�\ � '�-�ia oo� �r � � : � qE � � � �f� � � ' yf 25.00 -L- �48" WW FENCE C R - ` C "�� � 48" WW F NCE F� �--------- -- o ---- --.- - --------w - --- -- - - -- ----- _ � A �' �-,s-- �� � + 1601 � C\ �. ~ .�� � C / I' \ � � FS � . �u /— .N � 160I � � 2GI � �'S F — " 2�1 1603 \ �:�1GI ,� Q �6 NS �j�,. y�a CAT 7 NSGF � .i NSGF �6 N � � � ` i aa - �- - T, T - - —. ._. / — > �> � � � � � 1• 6" CONC. C8G 1'-6" CONC. C8G � �� 1609) � . _, � � � � � � � � � � � � - . -- °� N 53° 25' 3(i�3" E �� is wmnHaaoP. i io� x �� � � � o I � , _ N � U � RCBC - 1608 � -L- 1610 � i 1'-6" CONC C8G i N N � - 1B WMH 18" RCP-III 18" RCP-III ..�_ 24" RCP-III �.$d" � P III � 18 w/MH � ^ 6" CONG C8G r r. _ __._ . . � .. 7'-b" CONC. C&G � N �► v � � . �j ��/ �?�' � W ��'.. 1506) " (` �► vC. �J,J � � � �.�..� � � P4-� 8 _...... ^ � -' — . WT _ \ GRAU-350 2G 15 , �2GI / .. � � i S y 5 � 2GI � 1604� NS F NSGF � � � �', (/� (/' FS NS 1602 / 'r � . � / CLAS�' RIPRAP n= —� �S nnn ST 5 TONS � H 1607 k�F� I I __ y __-- C --� �t05oo'a�ESTGF145Y � C_-- �— _ _ _ —� � � � W --- ---- ------------ C, � /' _ _ —�r— W — _ - � � Z 48" W W FENCE c W A STREAM6ANK T �-\ \ \�- ' . ,-_�. ` . � l — — STABILIZATION �� �o � W G _ � J �n.;�rti,��r''`�' CLASS IRIPRAP - ,°�o n(� ''� � 2 A � ��� SLUICE GATE � w EST 34 TONS i } T •• \J 3 8P". �db'kT ' 2 �� � � EST GF 50 SY �' � y � ❑ rt I .4 tiMl Id � ,+. -. - _. __ __ _. . . n000�rsr � .�� �� __ � � f P �, : F� 85 -,,�s �.�✓ ieo.00� ar r ��� � \ � 1' �� CLASS '8' RIP�- : j '- / O � � /` -�^� � � � EST 8 cpONS p ��F"� � V � ESt GF�21 SY � iN � -r"'-,."- �1"�w � � � 56 `I 'L � / ` �esoo�zr �. � --. _ �� � � � L4T Bq�E DITCH � r� ��»r � � _ ... _ tfl . STAti 179+03 - 180+�00 -L- RT � iEE �AIL 20 +�n➢o. L�� � ,� i9a.00'kr ;f �q7BASEDITCH W/CL'B'RIPRAP s7 � STA 180+00 - 182+25 -L- RT L BA51 #2 _ � � EST 151 TONS E DET� 47 �1 E5T GF 385 SY }� � SEE DETAIL 75 �-� ���� � I�ICI�<5 � \'li�_p a :VE� WILL GB 9�C P JI 59 HnRo_o a Euzna�ri� Fin� criEFF ' ) oa � �s re i � � � � 5� � i ` � PROJECT REFERENCE NO. SHEET NO. U-3/09A l6 WW SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER Il�1E81E]LIi�dN 1[�� 1�L.�N� DO NOT USE PO CONSTRUCTIO:� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR -L- PROFILE SEE SHEETS 37 & 3£3 rOR CULVERT SEE SNEETS C-ITNRU C-? zd � a wz �� m �� � rc� o m �x . 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P/ Sto 1I+57.03 Pl Sto 10+80.85 �� i p= 44' 45' �0✓" IRTJ p= 36' l8' 565" (LTJ C�' � ROADWAY DESIGN HYDRAULICS . yy ] ENGINEER ENGINEER I D= 95 29' 34J D= 47 44 47.3 5 a3�4z'�' `r' f L = 46.87' L = 76.06' � �8' � � �� � T= 24J0' T= 39.36' � s� [] � � 5 R= 60.00' R= 120.00' s N � p � ,�' eiP � iea.ao S� - - - r ia�sai� _ _ - - � .� N 5 g7�3' 12" E -} EIF - __ ` � I ' � � Q �' c�l°30'44"E_ �0 20 �� i II � �D - h � 1 eF s ae•a9 ss��� � r% a �+ f i° �1E81C+1L][�1[1[N.9\ �]f�1L.9\N� ��54 28"� 92 52' / � � � � q5.9� EIP li 50 � �- �� � N � � � DO :�'OT VSS FOR CONSTRUCTION � ISFD r� � 76 � � � � ��� �.� �� LARRY & 80881E RIGGSBE. `r��p i EDWARD & JANICE MURPHY ��� NI� �Y6A- POT Sto.23+73J9 = oe is�i Pc ee9 MichaelBakerEn in ,knc. SIINGATEDESIGNGROl1P_P.A �I� l�0 DB 2674 PG 233 � � ��� �, 0090 aeq �w�a� �v g K�;,, O i i s �`�" �Y6- POT St0.20+65.00 ���asoa R 34 � � � � , f r � �, ��`v'' � � , � 81 a. o�a���z��sa'F"oaa � a9Ho �, ���-�:v-,.`-_ . N�%.37' 47.9" E 3� i Y;1 ��d o JpMES & MICHELLE WALLACE I 3S INVESTMENTS, LLC ' � ` ERNDOCUMENT NOT CONSIDERED FINAL o � �' ��n � oe �zas Pc soz � UNLESS ALL SIGNATURES COMPLETED -wtQ7 X-0ITCH WiPSRM � I^ � °, STA 13+50 - SfA' 60 -Y6- LT C�,� P�T 'StO. ��+8480 D8 2412 PG 787 es .� �a sv �? o� 79 � 80 �I o�� � � � ' � a, °�`� � 19 �soo ve i �as. o vs C � END CONSTRUCTION Y6DWY- � 4 Q{,h -�� i75tlb IT '\ � - , KAREN OLDHAM & � u, a 425' L4NE SHIFT� I I � �`�j�'d',JJ#�� 9 � i �,j ' � �`� I POC StO.II'f$.3..3E �� BI�LIE JEAN HAIR � _ (BOTH SIDES) � 300 STORAGE LANE +35.20 -Y6- � -�,- i LAz��� �.� DB i407 PG 569 LAT DITCH LAT 2' BASE DIT �H- SI�ES ��," � STA �1 �86 e+ STA 15+67 - STA 76+55 -Yb- LT � � � 5oia � PC'� O. ���.32.33 0��� "y -'�i.� t o _ 300'STORAGE LANES t� ����� _ � _' _ - _ r! STA 13 �i 50 � LT i I V 1L2.77'L7 H ��h ,� � r SEE DETAI 18 �+ SEE DETAI�B 0 10TAL DDE 898 CY � -sx.as -v6- M 1 w z,a3 �� �� �° N 27°07'22. 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PG Ij8 Q � .55.61.-Y6- f 1 � � W �i�s9.as -r6� , � I �7 LAT V-0ITCH WiPSRM � E EST �I/- 60 5 78 L +68.25 -Y6- ` N o� � srn is ia9 _� �� i s +48e41_ /� C/� L �oi-' srn ie i so -�{a- ir 109.72' a za�� � R� � ---- H '- GRAU-S �..,,�� Z F\\\ SEE DETAILI9' --------4� R i � -------- ' w rn ------ �O r ' - � d PC Sto:�lb � 1.49 cr ' j � � � o � J �\ ' �� __--TOTALDDE=6�8 --__ --�_ I� _ ---_�-__`} � R � f� __�-- � _- - �I � N 9' I/ 34.3" E� c �� $ I 8:7 ` 15' �5�. j ` , ' � MONOLITHIC 5" CONC.154P.ND� ry � � � � �`� . I + . \ ISFD � '�; d REMOVE �v � 8 2ot2 ,.J - � � � , ��-R-u' 1� . �� � .D -Y6- � � . . � ' 4 � P MONOLRHIC 5" . , - - _ _ - _ W � I �� \ 'a � mi ��� t. � „ � � - i ' - \ � -Y6- � �G � � - N �� � O� �== No � ' , � � s�ti� � � �E3C3� � � � o q o o A o o �. �... o R � � � m� � _ � � ��t � �� � W �, ) � . T �� 1 \`$' , -- � \:\ .. 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R � `�i 79 �� i A �- � . � 11 � � � �V A is.ae e� l DB 1i67 PG i38 27 w w n a7°3a2e'� - ,� %6- P�T ��10. 16f�lfi� �• • % OFFSET�\ �� ;04 ' � 2MENT4�, LLC i i�; �� �� � PF iva v� a� �,\� \ L -, s R= , . � . o OB i334 PC 2n ��a� � � � �� ` T - � _ -- t 4" ^S 2 PB 64 PG 155 � � 2i2.49' � _ -1 �.�� l Z. i, � I g ,PG.�iQ �q �, Ol � � y� �REMOVE f3 � w +�s_ 5-r` � .�5: w - -- �P „�,; . r 77 1 � rJ {;,i i� ..�y j `� � E's \ � Y6DWY- ��T Sto.lO N a'° - �E ��� 1 i 121? 5 TH FIF�µ{ LLC � °' �� _ �"` v N EIP � � C D �3 58� I � � O P ^ �� � "� � -� � Q ALAN RAY \GFo fJ U �� � �n tw- PDE ^Z. � � _ oO� i i B i aG �o J rzs ovE � / � o � \ . � � � . �k ��-" "' i i�' �`F �� I � � N OB`.,2687 PG 961 � TAIL DITCH 4 � '\ S �f"` N � / R 180 � , .:�5 / � � . y �a�.66 -Y6�\ P 51 PG 106 $[ ; -�" �( EST DDE +/ 22 CY � � � �f,..if�"" SEE DETAIL 29 . - - �'-� � G w � \ � � � i � ?S �f�i�"' � ��_�'� ; � � G -�.. 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CORP � � � �� ��� � ^�� � � � � SPEC LAT V-0ITCH / \ � � � � w . eb. �9 ` v6r . .t. �`o w�' � � � Q. r� �8K0 \ � N� `r �� � DB 1214 RG 564 � �<cG � � ��" �� . k ` 15 a�' E .F 95a _rsn.. '� � � 'c.7 S � �o v\� Z � WiPSRM, EST I�� 23 Y r �� G � V � � � � � 7��/ � Q ns ao� ar C� � AV c c+ \ �i � P� PG�'733 ', s� STA 17 � � - , � a� �, � �\ t,� Rm\5' � -t/�/ � ih �a ss -r6n- �] � � � y \ \� „r'�3� � � ,i 6. - � � _ srn ia i� so -vbn- ir ;.0 � � 5� - - -, � � � � � �� � � � w,� r�' � � m ' � � �\ ' z SEE DETAIL 10�� � ` � � 2 / 1-� / . . \ i� � y,9 � alz.za -Y6 � � � \ X✓ � �\-�' �� � a L- � �y � 200 � / i i Q / J a v" JI � � �° � - � +so_oo -ven- � � � -i � . � i i �sFo � a � A \ � 1 6"2 a m °w� �? W ^ \SFD � � - t 85 00' LT p� fj � � � � �49.09 -Y6A � - o-G9 Q � � � � 5 � \5 83 N � � \ \ � % � �\ � 85.00' LT O\ � +31.92 -Ybn- \ � I� �5' � 5� I � r%/ O - P{/ � °i�i° ^i y,.`t +5 )2 -Ya - � � � � � � � q � .+�4 � Q� � ` �SP 2'BAS DITCH �RM � � N%' � �5� � ��� ��� � ��. � � � � �" OB � 0' � � 4 \ \ � � ,� , ' ay0 }Q \ � 3T�\ 1+70 STA� 15+10 -Y6A- LT �y �\ �� � y . A� '� � . ,�yP� � � � '�. \ � � � ��% P0 - 4� \ � EST. +� 233 SY I � _ _ C � � � f� � � 200 VE n�tz `vsn - � `\ �F' ✓ i� ` }� SEE DEtAII e ba.00- � .�" � �5 � P , �� � ' C �,ci DOGWQ�D � � � SPEC CUT �' BASE DiTCH r � \ ���` � �� � y se��rtr��� +szoa -ran- � 4 � � �� \ REVOCABLE TRUST � PROPER71E5� � A 15�10 - STA UA13 -Y6A-,CF, 'i . / � � �5'. � � m � \ � K� . � s �' � � \ DB 2382 PG 769 � & DEV. CORP� �� � � $EE DETAIL i� ' �' / � M ', „ I �- '" � � PVE . �� 5e � N -�, � $S �i� � � A PB 51 PG 106 � � DB I164 PG IOB �� � � ��=� R � � � � V,i � �5' % �8 �'i � � +sa.00-rar j � � w � �. �y� � t� /-' � PB 4 PG i33 �,� �ti `� �� � 6�e% � �. i� - R` ,,ii 006 � �� - � c^ Y EBORAH & RICHARD BAKER \C� '� 'c..s ��� � � \• � i � / i i ¢ E �i 86_39-Vba- l� � / \ �. � � � � / - sa oa -rsn- pV . OB 783 PG 405 � �� � � 73 �"- A � -'� � � 20 , .v -ven- � � ae s ac si ' � ��3 �� �� � ` � � �9� � ,�✓ � � � � � �'y� ' �� �V� "i esa� n- � � PC S. .20fi60.12 � �1x � � Y ' I �i �i /. � I i - 56µ0 t'- i �.�% � � % /�5' � � x � � -,I . i � � � v, ' 84 i , cn cn � 0. y0.� N �� �. V, ' +as.os q I ��PEC CUT ' BASE DITCH WR 1 � I � m � �i � d� , � L�`G'. - � ." � � / / U Z i � �GG$'ST. +� 62 Y y N "� � i \9Z y� C� ;.. �.� ' � � =� 1 � �, �51kA n+60 - STA 18 Y�' �`�`� ANDREW LOPEZ P� I i- � �� � P C LAT 2' B E DITCH' � �:\ DB 3290 PG 626 t,� �i` � il c��c�` �, �� �^y ' i �� DETAIL 8 PB 5 PC 31 - Z2��� �� �5 / � � � .� W?SRM, EST. +j,% 31 SY _ � �2q. r i � � � y� R' `�' . STA 17+06 STA 17+ � LYbA RT _ , i �� i�"� / 1 �< / � � � � � � , � � � �e . rbr,- � eOE see oErna � e �� ' � � � � � PT Sto. 19+86.39 �X�� �6`+ �� � � � � � av PC Sto l7+ . 2 � � �oHH �-,�araHE r�yER � x� �c' ��4 �` � �o �' � , , ` „ ' oa ssa Pa zzv, A � x 4 -Y6A- -Y6- � �`` �� ' � .si_vz re � f``"� J PB 5 PG S - - GP � � y� � �" 232 �- �� � . � �D � � 6 �f\ ��o ��' I al :\. E Pl Sto 18+59.22 Pl Sto 22+08.26 Pl Sta 25+13.83 y/ �/-�� � R/ Q_ CLASS I RqI�RAP 82 � - 6 0 ���' �` �� .63.9� -rbA- EST cF sY Sv �SABELL BENSON �� �° �, 83 � 9 \M�js "��, �= 4' 33' 22.6° (RTI p- 73' 03' l73" (LTl p- 2l' 30' 34.2" (LTI c��\ � � Q�e � v+63_59 -16� oa �ea Pc as ��� ',� �� � ��N� � c��v � �o� D= P 47' 25.8° D= 28' 38' S2.4" D= 6° 52' 4/7" ��ti� � �4 s39e -reA- rnu oirc � ra s ac 3i ,� � � � ��5 �o��� MEePNw �a� ��� � T = �27.30' T = �48.�� T - %58.22' �i �. � pve � � � � � � see oeinu�e �Y{i3 � � ;�� MEePN� � � ��e s ' �� %� = 3.200.00' R = 200.00' R = 833.00' J� ` O u I �, � / � � Os = 30 mph Ds = 30 mph Ds = 50 mph � SE = NC SE = 0.06 SE = 0.06 �„ � � •fl 4 3i j �r ' �3 �, � - �3 RO = l20' RO = �44' \ � � � � � � - � � � � � I , _ � � � ------- � �� �,d i � • so,3O. 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AI', NALL _ � �% ` I�;' � 'j��+stoF\ � � r,c��' P � ` C ta.16+88.03� - -tz� 1�111' i�l �+a _ �, z i� �. � -Y7A- -Y78- o�° 180 �� ��} •^^`�"''� o, I� aa / 7�4 , �� :';P,� Sta. 1Ot70.80 nw i�� II�� �� � Fs qa i_i� � �' � � � ����� �f� � �, _ I �/�1��9�2d' S7 vr�= ir� ,cr�TT a usn 102 "y-\ �E v�� � � s��, 106 � 3S S`�� �I9.`��� iLT i REMOVE � C � � � ✓ � � � : � Fl Sta 22 8/.86 Pl Sta 15+27.36 I. � I ` � D Y� � wi`KER Y �'�' � 0 = � � � r � � � f � �� � 98' �R m I � } / � +so n� ST �# $ r (222& Q� oa 94z �r, 7s7 �'? �= l7° 22' 25e�' (LTJ I � t • z� R 12 E oveu � �wm�n' _ �F ,� Q D- 6° 49' 26.4" D= 6� 52' 4/e7' -Y7B_ I �s zzas � /� � o s e� sa NO C�AIM r i� � i�, � _' W_ _ _ ,s � , � ��,� � � �� � � �� � -� � � ��� � r � �� � - L 577.30' L 25259' ��� � ��� t ji � �y � u, � �A�io �A ����u��, u�� - u � <oo a, _ �_ T= 300.28' T=/27.27' I ��' za cam� i � � q _ _` � � �'�� Q / �� %` �' ��n � JrN 5 � --rx X-�it����5 � `�`� i{I O �d� -� R = 850.00' � R = 833.00' r� � � �> / �/i �� a r�z� �r. , � � � + 3 � ��d I� �I � ��I�` z . o �r r Ds - 50 mph Ds = 50 mph � �� �� �� � � ��� � -- � e,.;,,as E.y9.8� 3 � � 7 '°e' q w ;. - I05 RO = 144� � SE = OeC16 � � � � I � l ' � u -os�v r�s aA.36- � � �%� I ��I� ii R,zat � � � i i 38e85�� �w �� wi�u � Aw�uN I ' � � �� /� h �,�� ' F .ae -ne- GULLIPHER I � '� � � r`"z PAUI 7 � � R� I � A���; � viNE �EFrEr3 r� , ;% � _/� � ��F uE� 1047 PG I'� r � ¢ u �} SPECIAL CUT DITCH �/ ' 2 � �+ 2-23 -Yi�- �i J -- 'r � II i I �.� CB �62J PC � ' STA 14+10 - STA 15+00 -YB- RT -Y3- � � � ���� � � 97 103 a r� � �' I � _ � � �i w ��. see oernu a Pl Sta I5+43.03 Pl Sta 17+5/.08 BEGIN CONSTRUCl lON �� � '� �a3 I�`� �� I b''I ��� _ _ ac = 0 CLAIM , � � �i � I,,/ F'�,�I ON SNC�Dv IN . X �. '� RETAI II w �n i . WALkEF �= 2°46'l1.8 (LTJ � l7°54'S22"(LTJ -y7g- POC Stael4t00.00 RE^^o�� o� , z P� aiz o � `� � I� �3 � � aa- 104 �'�Y .is wAiKFN - �cp. MiCHAtI Hrn. f�Ff, iaa,s �-�C3-- j bi3 �I 3w D= 0° 57' l77 D- l4° l9' 26.2' � �� 30°00� �r"� / a�.zo qs Pc 19i ��� �oa �a9 c = L= 290.07' L I25.07' saoo��r I�� C �a ea-- ' e� � Pe�4� ��i��r� -- �� 3e�� � o�p R �4 r� /� � � � -9�9�_ T = 145.00' T = 63.�15' ° c� � � �� Q �� ��9 3 �z. ,. , `�� � � +C � 80 � BEGIN CON � RU lON I � I � � � � � �� Sto. +9� 97 R= 6,000.00' R= 400.00' r� �� I� " �- �� ooN4� o a �nNE1 �� ���� .,�P PJ ���. � -DWY4- Pl Sta 11+25.72 � = 90° 00 ODeO" (RT) D = 2Z9° l0' S9.2" L = 39e27' T = 25.00' R = 25.00' Pl Sto 10+46e53 � = 62° 4E' 47.9° (LT) D = N4° 35' 29e5° L - 54.79' T = 30.5/' Fr = 50.00' D�_ 3 � m h D� - �504 h � �� '� � �a- r � �in� P� z � �iac I � e -Fl .9a bz r� � � _ p _ p i I � � � �� � � Y8- PC � to. l� 7.9_� � � � RO = 96' �. � � � //�� � o'°oo r � H � �� ei � � 91 � � � � � �� � �� -BY3B- � �� � ��� � �� iac�ac G6 �� X�-- ����'z9��wxC3 omc_ �����-=�„-� __�_ - -Y�_ -_- �� ���� �M�l� � �o. �4� �ir�:,'� ! � J 3 � � rra��,��-��, _ Pl Sta 11+4/.89 Pl Sta l3 �18e66 -� ��o�� � �� -� °,°s ,s� e � x '09 � _ � £ I � 4 c s� �_ l0° 09' 27.5" (LT) � 3/° 34' 10.3 (RT) � / � x � iaa.��, --- -� � io�wm � cr��__a _ �� N/� � � �, � �, - � � �; D l4° 48' 27.4„ � �/� � l I d � - �`_ ,- �; I ou �� - - � �� � . c �f,_,� D = l6� 22' 12.8' - � i �l � � T I= '�' � I � � �� � � FOR -Y7A- DF l ll i � � 'r yF � i � ,- L= 62.05' L 2/3.20' � /i( � � s, ��. a coRn Q�ENN�ri�i FORo !�I �, i c /--M- - � � �' {� FOR -Y7A- PROFILE �EE HEET 47 � � STRICKLAND �'I�' �B 839 PG 82t T= 3/.11' T 109.38' IL r-�' .,� �� �� �a 4a Pc iz7 � I i/_ R = 350.00' R - 386.93' �- ��� ��� �l�' ��� �� �sFo �06 �� r� �s s � � � �� � � � // � FOR -Y78- PROFILE SEE SHEET 43 Ds = 35 mph Ds = 35 mph �`-_�-_ , � �� " �� ��� I � � = 0.04 SE = Ov04 � � -� � 39°04'� W _� � 4 � FOR -YB- PROFILE SEE SNCET 48 SE Q�3 4� 4 � '� �� J v ��i.� �n �a-�at�� .:,��= -- �� ��� I � RO = 80' RO = 80' �3 {Q �,�,-. ,� �"' � I f`�`0"� � �� _� x F�. ae� �x - tl.�I �� �� � 4`,�' �'' � FOR -Y9- P OF/l_E S F_ S EE� 48 - _ -_�/ �, � / � �� � �;i. � ,. �� � I � � � � `'' R E H �I ^� _ a � -� k2 i I� � i � �t, ___-_- _ ���� � �, i��, � -- J FOR -DWY4- PROFILE SEE SHEET 4_", O "' � � Z + O Q ^ U � d � Z O � � Z Z a F 0 0 �w�n r W4 Z O�aO ur � �o,aom � � ^ w Z�O�n oJZLL ��N�p J6^d �zwz 6o�a �aZ Zm OfZ� Zo� a� J�o o� >ao,� Od,"'n� w��o �� Q Z�� z=zz ��00 >->w �o�� ���� od�? C � N d U a � � ��< Qo � % / / / / � / M � Q � � i i �cj� / SPEC LAT V DITCH W/CL B RIP RAP B�LLY LLOYD STA. 29+70 - 31+00 -Y7A- LT DB 668 PG 315 DAYLIGHT DITCN � EST108 TONS IIS EST GF 230 SY DB 2060 PG 937 STA. 29+70 -Y7A- LT SEE DETAIL 28 O DB 2098 PG 595 C. L. & DORIS FRYE O PB 43 PG 137 D8 1067 PG 728 � � / � /� / � SPEC LAT V DITCH N 0� STA. 31+00 - 33+50 Y7A LT � �� � � SEE DETAIL 2 / p4 369' TAPER .� 5 � nn STORAGE LAI�E - � �-� �; J � � � x Z _ + -nn- .. . � � nsoa��r /� _ '� ' �� �i.rza-n- . ]9.)a' �}. � � + 80.]6 �T � 92.OY LT +' /� I JB,BZ26-Y]� SEO � e�, Q 86 J4' LTT \ P�E Ip�y /� I 85.88 LT '.�/ +14.9J -YJA j y�' Y � Pa� -0829 -YJA- � � %� �{s' � oo��r � r -� i+96a39 ��� � � -:,� PUE � w � DUE � � ssr�TPUE 2so � I � zas.na! 38e50' � � . Q- ��' � Q � _ / r���- � �UF � ',o� I � - - �30 +vz aa �n i � 30 � - -i / --�Et.1(3YE- / +a9.39 -Y)A- � \ / � . I l� �- ' I- - � � 50.00 -YJAL rr � � - uoo+r � � '� _.�`�- � , ;.� ,� � 7f � �L � � _ - ___ _ - ' _ F� _ _ � _ � � �r$ � � _ � _ - - �� �"'� uP- � E— - �BA_U_ 3 0 7 �-- [AT-1 _ - - �� _ -_ �=�Y N-� . � _. _ REMOVE _____ �.,c � -Y7A- ! � M - - = �, ,_ ,� -T _- � - - __ 0 ( N �= — � O - �, �..eiV lF � �'� - - � � � �� r N`�- o ' 23P �I v-- ���-` z�_ ro'C WA�Y - - E -- REMOVE c W - - rs=15,-- - � _. _� - __ — W + � � :v�d re � a' - - __— - 2 � , c�mc wntx war Q� � � R 1S s 230� � / ] N �} -- �i� � G� � �— I ,, ---- ° r I i �— F � — �' _ y" � eti`° o � �� � ro � , r �= --- � � o � £7 Q _s- _'-��, "-.u'�c��+?t r� - - �� �'�w� � -- - r'� �"� - +10.19�I � � i'1� ,1 �,�/ h� 33e51' � W � �' � I' -= �F / � 1 �� r ' rM, � V , *6400 -YJA.. � 2].fiJ YJA Z +'Sh.05 -Y'!/r /� v W v � �'i . J � � +io_oo -v�n- i lm 112 L _ _ ��� ��. K }�jl Q� +39.20 YJ 7,35' FELICIA & TAGBO� � �s.00 R� _'� EiF�i .\ I�`, EKWUEME-OKOLI sz.es et U Z� � �9g gg� / pB 446 PG 189 � 113 X ���_, � ��'sa•i3'31,E , Ei �� �. JOHN & MiNNiE PACKENHAM � � III N 6a°i6-o „_ DB 645 PG 56 � Z t SPEC CUT DITCH W?SRM / EIP STA. 29 I 15 - 31 � 50 -Y7A- RT f^� Mi�DREo & Heno oircH esr. +� �ao sr PRC Sio�3+22.67 ' WILLARD CODREY �%', EST DDE 7 CY � SEE DETAIL 9 � OB 446 PC 189 � SEE DETAIL 40� � n � o�', ,�ra � �ti�a� o � �� o /� v� � + ti ��m V % O � / IIO � / HENRY & JACKIE CRANE / / �8 79 PC in � PB 43 PG 137 _ � S es2 �9B SS3e 6�. � / E �� \ o �0 � \�/ , �/ � i i � N ssti7�or� F � 10.13' — � � � / % / � � '� / ry 9 PROIECT REFERENCE NO. SHEET NO. U-3/09A 23 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ������d� �' �� ����� DO NOT USC P R CONSTRU(.'TION ael8akerEo ineerin Inc. 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SHEET NO. 5 g n4 65" W -- -� .'J� W - 83 �� _ W_ WT e..oJ PJ ' �� U-.3��y� 2��' .�.5-' . _____ - , _a .� i I � -- ,.q.,�,-- - `� . WW SHEET NO. � 5�3 G4 ��� W ��'� �� !� ROADWAY DESIGN HYDRP.ULICS ���'�� ENGINEER ENGINEER t{ I I I I i� I - ���'.�..��1 �� �a�i ��...5��� I� I DO NOT USE F R CONSTRVCTION rt� I IQ I Z ' I . Michael Baker En�qin erin�a Inc SUNGATE �ESIGN GROUP. 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N vA'ig � see� ernu e q� 36 v,� - - �� � I � � �j" 8] ]5 -v11- STA 42+50 -Ylb- LT � `b) P R �,(�S � I I� FENCE I 7db31"R - �EMOVE - ' 1 � 1 ,3� SEE DETAIL 31 � - Cp I Ol3 '(1� 7 �J � ` ///�� /O" O I . 00 Yl� �9� � 6F 1 � � 35D0 -Vi� 1 I _ � I [ ` � 2671 \ 1 �.oa-n� „ +zs.00-n6RPr ry� �n 2GI-A'�� '1I �o*� ��✓� �aPUE� J 1 � I\ +4�� I -- � N STAr40+50 -S A542�+50UTY16T�T 4 1 � END Ci & QFENCE / / �FS �/ ,I }8 9] Yl� \ I � �' 1 so.oa��� . � 1 9 1 � ` e� O � -PUE- � �s�r��� F.�� � _g-lao� �>' �� -� � N5 �K � .�a� � .�`� ��� � �W 'S^ -N�a k�30� �R�60' zboi PUE- _��9" E ��t`�,.qUE-� � see �Erni��s�� � �PU �� � r aa�cFi�- � , oz � , . ,: ;,- �c �' �� I , � Pk1E � � �PUE- 6 __ - __ I �_ .... � ^ - - . _ - -„ � �B-iBbw/MH --_�- �T _ 75 �, R NSI <i - - 1,, .. .. _IAi lJ� 1 2612 . _ - � W15 xE R�- - � s N - MONOLITHIC 5 CONC.ISLAND , � EST 75 L -' �-' �� �' " '.�'"� I I� � I 2 0 V -1,� ,, � cY, .. 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W �, �� l PT Sta /6tt/b2 P '" M _ � HW � � � � .o � - � > - - - v 24,. O- `-'' `"r `#5'0`1:P;1�@�3F{ifY- - , ^� - 0 ' 4EF 7 N STO GE LANE � d -- �- -' - C . + o "� :n - �� .. -� + 2605� 450' LANE SHIFT .. �y I..TVP Vi ti "' -� -)38A- i z � � - �* � -- -- - - > � � � � - � -. �- -��r^�✓�,� - - - �;.r4✓-�s�^�'"'r`_"' " z �^'-�:.�:r, � a ��- � � �, w a M � M � _. . i. - - - - � � � , , � • . . , _��- � - - ,. � _ �. � W Fr:� - _ ' w ----d-- ------ _d-_ � Z ------------ _------- -- ----�--- � a _ , ,-�. sPec LAT V-DITCH SPEC inr v-oircH - - - � 4 _ _ - - - - - - � ��4Na� eox - - - - -r��{�`ti�,�'� �,�'�-f"� ,-" r,�� -Erse- W n J ri SfO. �bfScg.67 STA 31+50 - STA 32+27 -Y16- RT STA 32�+27 - STA 33+50 -Y16- RT R S/ AL eCX - ' - -- - �- �����` - -� - . ��„"L, 7 ^ Z SEE DETAIL b � -� �d� ` � o a sEE pErqii 6 �- i i ��. PRC Sfo. 40+92.56 �i � Z = �� o � � � ��� �? J i� (� -YI6RP�1- POT Stoe 9+86v00 = Q� :�� PC Sto. 3�F+40.13 0 'j �� � Hra�� �� �� � Z ° o � BY5-101 -Y16- POT Sta.32+35.00 �a �n _ } Yl7 POT Sta. 9+g203 - � U „ LL w � Z -�� �-�,�,. �,�F �'--�--�--�`�- -�-�- � � �- _�;�- - - LLW � Yl6 POC Sto.36+57e17 , - o o �� Q � � � �, o C� �y Q �. � � -Y16- � 0 o� o � � � Pl Sta 37+66.52 Pl Sta 42t/4.35 o� m ��! t � � 0- 4° 40' 2/7' (RT) �- 3" 46' 14.3" (LTl � Q M� ` `�^'�,�ti�5 `' D= 0° 42' 58.3 D- l° 32' 54.7" Mr� eus `� � o w 1� �� � L 652.43' L 243.50' �' � a LL I �3�, 4� 136A � � T- S26e40' T l2/.79' �� _� � Q° 1 I� a� Fru�u�� n i r_ies I N P� , ��� � R= 8,000.00' R= 3,700.00' z�, � ��� � o{� POT Sta. 12+78.42 os s� ���E,P � L�s = 50 mph �s = 50 mph � u e O �� �� Q DB 99 r �- � � SE = NC SE = 0.03 � a,,, Q 1 1 DH 44 P - p� I . I � a Z �� � � E I PC f,�• � I "'o� + � � � -�' � s� °� � '� END ��1� �TR� ��TION � -EY38- (EYISTING RAILROAD) -FUTIIRE R/1/LROlID- o w� N �� z i Q YlF- P�i �� �6 �G.00 � � a o � � �3 END CONSTRUCTION Q � P� Sta l4+18e9/ Pl �ia 14+2/e84 ��� 1� ��= " -Y18- POT /0+70.00 sPec cur �ircH Z�l� /� n= 0� ll' 54.5" (RT) � 0� ll' 54.5" IRTJ o> o �� �' '' �1~� sTn as+aa - /�� I D_ 0° 02' 29v0" D= 0° 02' 29.0" �� Q Z � ��� ��� �PT Sto. 43+36.06 srn ae+oz rib ir �,� L- 479.5Y L 479e56' ��� Q s p�� �� �� � END GRADF sEE oETAi� 3� ;� I T= 239.76' T 239e78' ,.�soo-na- 3� R - 138.43222' � � � � � � � vzeKo ss,�<- ar -Y16- �OT 45+� �e47 "� � � R = 138,4/8a22' ��� � r"NI / � �"� .��a.n-ne � .n.e�-na- i � ��A�L.�Fh�C �K � � � CI� -< 1 ��� � �n I +3s.a� -ne- �' ""� q ae.o5-n� >� �� - P��3 PG I 0 � � - PUE � � i _� � i-a`so�a�2� m sa-oo; ii � � � +30.00 -Y16 � \',.. 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HW ..-.. -Y"38A- _ Q � NORFOLK SOUTNERN Rft - _ _. _. __ _ .� ID � 8,000 3,800 ��a I � ,ti. `"`�``-- � �,�-� _ 1I,300 6,900 � o ��� o � V-Y18- POT Stae 10+00.00 = 10,400 6,200 �d � �' "� gM i� �° -Y16- POC Sto. 42+89.33 POT Sto. 34+66.33 /7,400 -y/6- 13,000 o � ` 20/E AAD � � �' 0 2030 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR -'r'l6- F��'0/-!lt S�� SN,��7 �,� FOR -Y;h,,,�A- PRO�ILE ScE �,tic�T _;� N Z 0 � � � � � L� I� � �— � --_��� � � I � , ,--. i � / // • �s� —_ _� / � �� _ 1 � / � � � � /� - � �I / � �, � � I � � } � � ��/ � // / � / / L—_--- / / GR _--- � � / / �� _---_— -__-. — — _�� / I ` ----- _--- .__—_ � • • Q TAIL DITCH • Q I�— EST DDE +/- 43 CY L SEE DETAIL 40+»nn ara- 'T i�! - n_v av ��ss.oa� �rY fi too.00' LT � 150.00' LT fi Z � P�E � a- o R -_ __ _ - (i� Yr _ � � — -- _ 15„ I, '-- �� � � FS 15" � Q 270 �, � � � 2GI �� � NS �� N � A �� �- ��p - .- _ 0 A =► � o j� `= 98 N � �� � ' _ N � �_ ,�� a� uasi�in- v ��c � �'' �E �390 � 1�6 p —x_ _X X ,,, s" W �la 2GI �5 ;CIXI „}�`� - = 2701 NS 'X/ � � -� N �-!= � cj�� � i--� .- _ —i_---� y � �� �iX ?'�w� r ' Z \\�' ; ,,�o "� `� � � i �� � ,,� „� � `_.c io� M�� �� � � � � - �� '� Q ��_I �� �z I `I��. ��I I�� - � /� � Rndu is cr+Avis L o / �e���i9 P��iz s4 � I ❑ �/ ��_ � V� � � � - � I � � i��, �� � � � 139 ��I�� / -,� �I �Ibl ;' � � I ��� 140 � � C 9 4 8 iszoa- �i'narn- 'vVM IE"� Ri L-�_ too.oa �T ` �' SPEC LAT 2' BASE DITCH W/CL 'B' RIPRAP STA 20+00 - STA 21+05 -Y16RPA- LT E5T 119 TONS E5T GF 246 SY CLP,SS 'B' RIPRAP SEE DETAII 21 EST 3 TONS EST GF 10 SY � � A , —'�� � � 15" FS " 2GI � ��2705 NS 2GI FS 15" � NS c; > �270 � o i . Y �Fl�f A�' �f� N E, i � HEAD DITCH � EST DDE +/- 15 CY - SEE DETAIL 29 2703 �� � 2GI FS � NS / � \ / / � iqi) � ��� � T �z�_ �R Ifid P > F8 F 121 � '��, 270Y� '�/ ' / � -��i / � F /� +sa oo nsxa,�! . � i�ao.00-near�rY � -- - � �3/9' i�„q. o� N�_ _,s' _ ___ .ia.�..-• -Yl6RPA- � Pl Sta 24t58.75 � = 38� /0' 45.8" (LTJ � D= 5� 4 3' 46.5„ L = 066.36' T = 346.08' �,I � R = 1,000.00' �I � Ds = 50 rnph SE = Q.�Cg _ R� - �8c�� .. HAZARDOUS SPILL BASIN #3 � SEE DETAIL 4J Q_6ERT SHAW �iEl GB �.lo PG �_� �k R���_ aP<_ 53 15].00' LTnfi 1�0 00' LT � TAII DITCH ,// PC Sto. 2/+12.6�I � esr o�e +� zs cv �' , � SEE DETAIL 29 � SLUICE GATE �� — \ �2 ^ d � �Cl �S . TAIL DIiCH )E +/- 13 CY �EE DETAIL 40 ��]5 00 -VibftPA- bGdb'� ��S 'B' RIPRAP _5T 11 TONS - T GF 28 SY PROIECT REFERENCE NO. SHEET NO. U-3�n�>� �i ILW SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER �1�']f�]E][.INiIIIN. ]E311' d�][,.�PvY� I DO NOT USE FO CON9TRVCTTON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,,� r � �� � / � �J��� / / � / ea � / / S P/ '�5 ' /� 1p0 �S�p,�� /�'/ RCP / F�0. fJ �r / EST 3 TONS � � � � ( EST GF 10 S � �`p2 l8' / � -_ % o / � __- � CLASS I RIPRAP ON BANKS ONLY EST 9 TONS 270 , I EST Gf lA SV ... ��� � i" �c�`� � % � ��-k � � � � % % �% � � � � . _ � ��'> �� ; o — " � � � = o a ., - __-' / w < _ o -_-.,_ / / o , � 36�� _—' i � I � � �a ao ��� 100.00 RT � C ,__-- � A BERM DITCH STA 21+00 - 23+90 -YI6RPA- RT -- DDE=76 CY �ia l � ao��R Fru �T `� ,—'—� C �� � (ANNIE FUL T Hi I ) -� � _ � �� z� � DB 1316 � _,I � ,µ EI�' . _ PB � P I_I N ' —� � =p5'S115 h 50: 8 �S' • � � �� ��� IEIP i � � � I �� . �'�=iY , 69?� � �/ � � �_ _ � � �Z°4b �IF / c IS / / 9� / � _ --�J f / / I�:� y / . . . � } � . ,i`^-�Ks � � lJ / / \ // �1 I /� // I I �� I /�/// � I I • � � I //// I I � I I - � � I /////// } I I o � � rtV��_ � r � ��, �--- �_�� �_ I 1 I ❑ SPEC CUT DITCH STA 23+50 - STA 24+09 -Y16RPA- RT SEE DETAIL 31 I � M � � oy\6� �6; . ' \�I o� 6�A\� o� , r� � � � ` N �' HEAD DITCH HW � y � - 1517 5T DDE ��%15 CY F�� J1� '- � SEE DETAIL 4jY � � �� y / �1521 �;' i � i �� CR\Z � � O 'sy / � �� ioa oo Rr �/ 1]0 00' RT G � O � F � �,, � �F 6 / ,s�z � � u � -- X � � HW _ O / B n ' __-A�- -- -- 0 0' Ri O / �� \ EST D3D� CH --- Q� \ EST DDE -�/ 43 CY , - DE—�i � CLA55 B RIPRAP � TONS �5 Z aPA- EST GF 8 SY ls5.00 arY fi SEE DETAIL 42 F Ih:A _�_E � o 131 PAMELA BEAIRICE SANDERS �g 465 PG 723 � � FOR -Y13- PROF/LE SEE SHEET 50 O + r ? a 0 � 0 0 z e � � ^ d � Z O U w na z Z p O � � z� Q z O �`, � a� w � LL � Zv _i zw 3uz p60 � � QOF �o� >oZ � a oy Zzz aao a ^Z� z� NZ�n �3� doo za ooe Zaw Op� a�a 0 oQo > � ��nZ ��a z V 6 z ooz Z� �-w ��� �SV� oa? � PROJECT REFERENCE NO. SHEET NO. / � ��� � �ti � U-3/09A 28 / - - �c., � J?� ILW SHEET NO. � s J P�Y� ROADWAY DESIGN HYDRAULICS / 6 o ENGINEER ENGINEER ?9. � N 1.5 say ooe � �� � � \ S 79°G3'12°E � ..L.'`'. � 2.�� 168.14' 1+�-$�9=��2:�L"E� �' �g�ti � � 209.00' � 5 5�� Q 1P1E8]E1LdI�dN 1E3� 1P1LAN5 iF �l �� WI_ DO NOT USE F R CON6TRUCTION � ` / ,y� �/ / -r'z�- z C 8�1'll_' E 9�2 2 EIP � 154�g- MichaelBakerEn�qineqrin�a�nc. SIINGATEDESIGNGROl1P_P.A S�\,,. PI Sto 13+7/J8 PI Sto /5+36.97 PI Sta 20+00.89 � s�,es�a ^� K�� � p= 0° 23' 44.3" fLTJ p= 4° 46' S1.6" (LTJ 0=/0' 25' 16.9" (RTJ � � ���`r e�=e'F'aoaa ��'oas i D= 0' l8' 15.5" D= 2' 23' /4.4" D= 3' 40' 22J" � R DOCUMENT NOT CONSIDERED FINAL / L= I30.0/' L= 200.27' L= 283.74' � UNLESS ALL SIGNATURES COMPLETED ' �� T= 65.O1' T= IOO.l9' T= 142.26� SPEC CUT DITCH �3 i� J eiP R= I8.828.56' R= 2.400.00' R= I.560.00' srn ie+so - sTn v+so -vzo- �r �� SEE DETAIL 31 J Ds = 50 mph Os = 50 mph Os = 50 mph � �� � N o SE = NC SE = 0.05 SE = 0.06 � cnR� aRn��Er �,, O . p � DB 2315 PG 851 �a _ . ..� � O RO = I20' � `� �Us �, 4:� `�' i;� o � + , PT Sta. 16+37.05 � I 3 �qq � CHRIS�B03 E�R POB5RT519URNER � p GREGORY RANDALL & CHRISTY RANDALL � � f� f�S � m � DB 3232 PG 838-839 DANIEL THACKER, JR. & LYNNETTE THACKER �--- DB 2149 PG 706 �- � �� ���� ."�� 142 � 143 isaKo �` � 145 ,saKo II Q �"' �"� � , �r �� �' -Y20- POT S�o.12+00.00 � PCC Sta.14+36J8 � � � - �-- -� �� , � � _ I u�c �-�I BEGIN ASPHALT PAVING °Pcq _ � - � � � � � I � ^ � - - - - PC S1a. I3+06.77 \ � ' - , " ,_ - ' ----{ `r O p� SPEC NT DITCH I �y- --- - � � STA 09+70 - S� 12+00 -Y20. I,kJ'��� � � � \ . N I II I SEE DET I k�i 3 � � � -- ' � � \ � � +9]-00 Y20. I � -_' � DDE-4�j�3� CY -� � � , _ _ _ _ _ ' _ � '. � � �. �' � - - i {3 Y20- POT Sta.9+70.00 � y ' �s �* �r�.M-��� "' \ e s :�S E5T 2 TONS �1 / O I } � . " ��� / � -�aBOTHE51DE5� '. i ��� `�-,.� � CLA55'B'RIPRAP t� BEGIN CONSTRUCTION 1 , EST GF 7 sr r \-,� \. y � i� �� SPEC� UT DITCH 2,� � � o \ � �� � TA 6+50 19+2 Y20- LT 280 � � � � RICHARD R08ERTSON � i�� � �� �. � �I �� i � i � � II �8 1318 PG 375 "' SEE DETAIL 31 � i � S . / ' � \ � +ss oa vsa I I � � I � I PB 61 PG 134 � sq�2Q.o�zo1 ��}.' \ s�� io�ao� ii I � i i� 1 3'� NSI FS F,S�f 280 � � �f 4096 � r� �� . +60.00 -Y20. t3]-OS -Y20-. � �. ��I R y" I � � ��/� I � i]]4-Y2 / �06.JJ�-20 � I 55.00"LT � I � -- -CH---\A/ �_ } ' V/ � sb a� �i ��� � �� 1\, �0.00' �T CLASS B' RIPNAP f (2801� � 00.01 _ /� �--'� �/ � Y� � Y� � R=15' � n � 5 as ���r e� � �a�lnrea ���, R�o T'DE Esr a roHs R �� � � � - � 4 -i �'� � � � ��^'� �' �: � � .�� m � � � ; � 1 EST GF 10 SY � � �4 � � Q���� ��'��� c'� I aeeiN wa r'r� ..PUE ` �/ � i � k t5C � .j� i i I�� ���i O _os.is-vzo- U � i:� ���Y 280 � W -- ` . . �� exisnmc aiw EI � YP --� -^-�� l,r�✓ �.� viu g-15' � ��- � � '� � R=15 ��_ � -�` �� . . � � ^� . o_._n.�n „� � R ` �� .-,., � - - �r � � 30.00' Lr �� S� / J C� � � . r - - - � � e i -. '- �-- -�" ... - c �,. - x - 'x- , � - . . = �- ,.. - ��� �� � � -- �_ �- a�o' -- � R�P Q�io^ n_Hr� w eor�, n � i i� I-Y20- w- �1 Q �� � 00 - - w o I -Y2O- o 0 0 0 0 � o � o ME4aNE ROGERS k0 20'aST�� 280 '- - - p�o... _ ..- `D�ss g�� ASBESTOS CONCRF • i Q�� \ �p� ` � \ �n O I _ r � 4 ,. R O -- - - = -� - -��r .��- -� s - `�i :- - . -�_ _rss ^ - - - _ _ - .. _ o _ �s _ VE � P M. _ r� -... _ � \ � _ .. .. -� - � 12' RC? t - R=15' < �, k..p _ - - - - , � � � ��.J U ILIiY RECOR�i _ _ . � � N in o � IREM ^. .. .. .. .. . . � ` -�- d�- \ y R 15' '- / PED IN 5Y F'IELD INSPECTIOIa✓ . -R � . � - - -I�.Y `- . ..- � �FI _. W Exisnu� aiw . EIP � � i5" -e .� � - � - ' c aiw � REMOVE � '�� \ R=300' � �z - - . 58.62 -vso� - �'I ��� � �J„J .�iF . zao ls` x \ �/+ a rza a�o5 rzo-� � � � R'��5, C I I � . oo.ao -r2o- 2809 � i � rt '�5 24°4�4+w � _ EXI T 15" RCP _ _ FS i + ��k \ � �� �"' � ' - - - - - -- . � W�� e. -- � � i -� � �, A�� � � �� � �� R r.� 4; i' � c/� � � � i�� i �� � �� �i W PU� �� ��0 � � ' PUE PUE � � �4� BM 18 �m� � a� .oerr -rio � o�+es.at -v�o- � ��, � �� � 6, ,,. I J p o � i 1 A +5i.tt-vza � UE I i i i � �� ' I� I � PVE / ,Q � � ` \ 56 °s`=6 r , �� � i i � i i i � � " R i +iah -ezo- � ' � �� � � �' � �rz os ..v�o- 4;� � � � i �-J .� Z i 4 � 68.1 ' RT +69.51 -tt0- �`' Q] �% I I I � J9. 4' RT � I ]p7p�'R�" \�' \� 87 90' RT �/ i i � �i � -_ i I \� �� �� �� �iss vsa ��e��a;zr / i � �� �i 36.�8 -Y20. C 'Y ` 4 � � � � / / I \ / � ISFD I � % X \ \� ^ � �' 'J . � / / 1 � � / ISF 1 2SFD i +3).83 -Y2� �\\ \ � �. ISBKD � >-I � i i � � � � eus � � � � . �� V � �s. �� �� � � �� i �C StO. 18+58.62 � � Z � �, �l, I2•�R P � _ _ � _ _ - ,' Nm� 4;J � eHo w,v � � �s� � � ..� �� �� U �--�� � O� -__� siis� pr � "� �� i�PEiQUT DITCH W/PSRM s. � i i ��� � l� � \ \ P� � ` Tk �9� 0 5� 20+00 Y20- RT � � �,� 175 �3 � � � � �3 �r � � Q � � I � Esr. +i ia sr f� � n i � \yo° �.' I� 56k� SEE TAIL 43 E � ALFRED & ADELL GAiNEY � ��°� MELVIN SIDNEY KMG F�� �% � �� � 148 +95e.�6 � D8 442 PG IO � m DB 882 PC 649 s � � i� 64e�„' i PB 075 PG 332 � �� � � _-' ROBERT & DIANNE FLYNN / SPEC CUT DITCH 56 =\�\ \ �/5� GR� �� DB 341 PG 234 � ^�/P \ � �9 DB 780 PG 700 STA 09+70 - STA 12i 00 -Y20. RT � I \� � . see oerna ai � MELVM SiDNEv KiNG �� ��� � � DDE=445 CY DB 882 PG 649 �\\\ \ � � PB 075 PG 332 � � � v� � `��'__ , � � � �, %x �x 8 5� 6z° _� x�j1� x � N 83°59'S� - Z - - 400.33' � X - n� \ f \ r ���� /� 5 83°5i'50"� \ � � y' S\k X / �� � a �� _ " � - _ - _ - - � , � �3 FOR -Y20- PROFILE SEE SHEET 53 - �� -, �e �� �, � O w � "" 83�9g_ PROJECT REFERENCE NO. SHEEf NO. U-3�n�>A 5U WW SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER ]�1E81EII,YAI[BN ff8'fl 1�II,fiAI�P� DO NOT USE FO COvSTRUCTION � CV � / Michael Baker E o�qin erin�a Inc SUNGATE �ESIGN GROUP. PA. � O xn.ioxa su�.Re$encr n av Ncco�nrvoFcc �� ��% A� �������w�,e'F';oa< � e ��s a /, �� �� ise —I �J/ DOCUMENT NOT CONSIDERED FINAL Qus � � � 4'� UNLESS ALL SIGNATURES COMPLETED �+� � ^ � � � �mo� — � �II •II (i II� ��� �o � � I � 111 � k\X—/� , ` • c,�-\\ \ �\ esr / / , \ C�� �� ��� i�ll �� � ��� �II + 1AN� � �� � � . , , � � �� �+ • �� — � � � ��� � � �, �' PC Sa. 2/+425�'� � �I � � � � �'. � � �I �I � � II � � �--�__ � ��, �,. � .�, _- �� ���� ��� PCC Sto. 13t29.���� ��� �� � + �'�,0 �� � `��, ,�� � - � --- _ � � � I � � � � � ^; fi0C!RIGIDOR RD �7'B� I� � sr '/ _ 9 _� � ' TANK 0 �� C, /� � �� �� � ���� ��� CC Sta. 14+34.43 ��� ��� PT Sta. 17+85. + ��� % `o �� /� i/a°1c Pe/�' ��� PC Stoe l0 �.00 A � � • � ` sreenM�snNK /� �9/;�c g�� /� LO � �� PRC Sto. 15+0/. t� � - raei�hnrioN /� �o� � e��� �/ � I I II� � ��f`.� �� n � �,y ta - Il- �LA55 I RIPRAP .oa oo -n0. �/ / % i � � � I I � -- ��I O Y a IL �I�I �9� _ I ) t3 o T EST45 TONS ���L7"-/� / / ��� �- I I I I I�I-,,I� / REMOVE � i L4T 2' BASE DIT '1 I I�Y �I ' l . I� �Np� ss �EXIST BRIDGE � � EST GF 85 SY �h�� �gy4� � M p`;Jy � -- / I II ! I �I '�� ssj ssi B�q �\ � .p � ' STA 20+qD�- -L I //Q/ / � I Y ss 8. q58EST05 CONCRE7E SeFSro iP 3- �% �E€��hti2 �� � - / N / TOWN L�F MEBANE. s T m / _� 's�. � � o� �o .9o.ou.-na �v - �� � � LA7 KoIiCH / � NCRFr � � ss.oa i� - �:Yla- �' � � \ �t'rFR � STA 22+50. � / �e � �r � cnN� �_ I�- ! / � II� I55 e ss � � .� _ , wr z-assE oireH \��\ F l` srn za+oo -na �T Z � ��. � �� ��y � I� �I � E �ea�o ` � � � �� - � / , -§rn zo+aa I V' \��� _ esr iss roHs � ��� �� ��s� �»�A ��-'�� � -� - � 30"C&G _ � I �".� ��� +e56�-no- r x � -- oa LT SEE DETAIL 28 �� TES y g0- ��� � STA 22+50 Y10 lT� �� �a. EST GF 265 SY I II � � � �� �a.00� �r � EST 189 TONS I � � � � - }— -- � i""� �' +bo.00-na- `�II� I RETAIN ;q:�� / � � I+� �¢ / p \ SEE DETALo15Y I �., 1 � � � � 50.00' LT � \ �f � i m.�-� , o _r,o= �TDE ror6 �37� T� , / \ � I v�o- moo �r �� - p � . � � , �� ' � A �zan no- � J I �, /Z �� � � c��� �� �� � w — --��� - � � , � — � � � - , 7DE� N �tI � i � � � _ �t'" L � _L_�`� T- TDE � � II�—__ _ �8J �OF �J , � �� � _ U 50' � . , `,c T FLOODPLAlR- � - � �'-� � �� � ��� ____ I��3dOryyiZl� J __-- —'_� -�� .. � ---� / - �w� . - - _ 2� LL . EN - -� � � ,„ JNQ� `v' �v'' �� I � �� _ '� � . p � �—�}� � �� � �.5 _� o � _ vs - N _ �' ��U 350 � °A _. � _. � � �'i� � ii �, _�� �& II� � I VA� � � _ . #-� .�ro � �_� _ - _ - _ _ - � . i1� 7 . 5, ya� J _ �� � _ o = - J� ' � T � �, � �� � 0 16° 8:1 -� . GRAU 330 . � \ . � �re ; ���5i�w- "�� �_� `s �— � -- - � � � - - 21' -' _, �� , . . _ _ �� N M -- -� -- ls , --- +- � --- --- =���� -' �- � �,l' \ F- . asoa rio � �- ' 8:� �� � 3 -- -- "' �� s�e � -- - — ---- � - �_ � s'o.00 r �tPu �50 ��as.�_� W no- �I� - - - �' wa- a vn � � ' �' - ' — — � �� W w � �2 '� � ` � ' — — F W � �� l � +8561-VIO- �. ,� � �� — — _ _ _ = se° HOPe i daH � �o � � � i� � o, ee na i -ssas a� T�F, � �� � o cu�ve �r � � � � E � tn � _ _ — m 32� 5'o�mRr- ��o CHL _ __ x- , � 9+ 0,!78 ` � � � oo-o� / � W � P�R ,— X- -x x k- x- _ x__ +63.69 2 __ BEGIN NLVERT � uy,� 5 1 9� E �- N� �' ------a-_---- p---- ; � `_ - y0P �A � �- ----- a - _ --�--__P -1 so.00LATS2ABASE DITCH � �F ��� ����ao_oo no- ^��i �� i K � .a5oo no I �6'fiT _ _ /%36 P � I � I � d' A� � � � / I STA �9+50 STA 19+98 Y10 RT ' — � �, I� +600a -no- � I I I �LA55 B RIPRAP EST 99 TONS � � - ao.00 no � 3bd6'k� 3 I I E5T GF 254 SY � . � � � -� X'r BM 22 ia lII III X I I BECi�N CONSTRUCT�ON f25➢a�1o� �� �� `_- � X �] FLOODPLAtId-- --�� I I � I I SEE DETAIL 15 PARH/NG AREA II I I-YIO- POC Sf0.I4fEO.00 EST DDE-37PROP.2@10' X E' RT' -� �'. � BENCH -�. _ �_'� , --2�%<�.c � � x ns o0 I RCBC �'1 j i I J, - �m -� I I B� �'I I X� I STRFAMBANK STABILIZAT,YON . A\ I I V � '�- C1A55 I RIPItAP � \ o\ I I� Iclac I I Esr s YoNs � � c �' EST GF� 17 �'`�,I I �i Im - rx � SEE D6TAIL 37 \✓ ` 4. } Xr \� \ ^ � S / ' °� � o m �55 � � ���� � �� '�` � � r � � � �'� i�,i � m m x X TOWN �F U�EBA�II. � �S� � ���� � t �. � �� r� "� � x �� � � ���� _. � a � �� � \ � � � } _ \ sa s\ �_ • G \m 1 \�p\ \ `� � m , , , � .� .,. \��`�" � ,�� � � / \ J\ l A ��\ � � f Sm \ \ � � / � �� ��� \ / \ .�. ; \ � �����, FOR —Y10— PROFILF SEE SHEETS 48 &'f9 IrOR �'i!L'✓��'T ZC '�!iCi�T� (;—� l iI,=IJ i—? � � v � "' 83�9g_ PROJECT REFERENCE NO. SHEEf NO. U-3/09A �l WW SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER 0= 2" 58' 44e7" �U) �_�8° l5' 37.4" l UJ �= 34° l0' S8.6° (R �l � �` = D= 0� 57' 17e7" D= S 49' 11.0" D= 5° 2/' 17.P� � _ A � � L = 3/1.97' L = 2/6e26' L = 638.37' T= 156v02' T= 108.32' T= 329.00' � � �� � � R = 6,OOOe00' R = I,500.00' R = 1,070.00' ����-d��N �� ��-��� U� � DO NOT 45E OR CONSTRUCTION � I I N � - � \ I o � Ds = 40 mph Ds = 40 mph Ds = 40 mph d �'� i��� � ,�r� � SE = NC SF_ = 0.04 SE = 0.05 I \ \9 o I I LO I \ 'nl,'c O .,�y2,>\ _ _ � m � � �� � 1 ''' � � � � �� ! ��� - � �_ -------� � � x �m � , _ _ a , - -- --- o � � � �, Yl0 e' ef s�,s°8 ry,�a�"e suNcnreoe� caouc an � • �A. axa�N�Y"o�, F,oa< � N« �.EA e ` �a w� _ __/� � �' >i �� • I � � � � �� Pl Sta 35+89.42 Pl Sta 36+88.,5/ DOCUMENT NOT CONSIDERED FINAL �� -- �- -�_ � I o- i° i5� 5i.2° r�r� o= is° 3r s9ez� r�r� N -- X WHIrFIE��. ���FF�RD 7. �� coRRic�ooa Ro n' esr / - 8.l - 3.8 --- ----- � �, �� oa zuo Pc s7s D- 2°04'4 ' D- l2°08'5 o � ----- --� I55 �--� � �- ��,,., �rs z Pc s� �.,. �� � = 60.78' L - 136.05' , NLE ALL I NATURE MPLE ED Q z - - � o � ua � � -PftE �t� 9+20.66 � � "� T = 30.39' T = 68e50' . O � � �� TGWN DF MEBANE. � � � / � w� ---� ��� 20qe n�,' ��, -Yll- POT Sta. IO-h00v00 �, R 2,754.57' R- 47/e64' � � � --� ---� ----- � �X �� � � -Y10- POC Stae30+25/4 � � Ds �0 mph Ds = 40 mph � o � omco � � � � . � _ _ � w , �� � � � com � _ - w o, � � i � ��A z`� D I � a �" I I w 32+50 - - - a M m � . ��A � ' - , ,r t e a. n " Q � � r riais-v - ? � e+ `i�).��`_� ,. ., 3rec v.1 v oircH wrPSRM � RO 63' R � 26' A 33+65 Y10 LT �� lr } 2 x J . ' \ \ ...... � � y f +/ 4l SY � HEAD DITCH � - �� ti 00.�4' EST z a + PT Sta.24+�4.4/ PC Sta. 27+04.4/ sNi� IAR�rN Ho�T Z ^ � � \� � � `� o SEE DETAIL 35 H E5T DDE +/- 11 CY p F I I � O AG r �� \�' � � �,"� CP I I'` __ �Soq. SEE DETAIL 40 � a� F � � �� S �0ssA � d ��� � � � o�� -� a �� 183 r � � j� seec urv-oircr+ � �� M � - � �� �� NO CI /�IM sTn aa+�s - srn ss+so no- �r OV Z� N ,.,�dr� ^\ ��000bb -no- x I^ / %+F -i (c -�sao no- �� �` � W. o'��y SEE DETAIL b vi ^ � _ \ Z o�o Z � E \�s7T- x -� � �\\ �n.,a-v�,o ' ETr�E �oiiNT K. „r� PRC �tae�5+59eCi3 d -� � T_E � E w ---- +50-00 -Yl� -- �----J \ � �iliF,h�CFh o E-- -- -----E _ - E o ��',� n,I� � x �^ W so.ao� �r ��-- E � k�' �_..�''n R 40 'S ao� Lr C C � ��9� �j .LY � j a 3 F SPEC LAT V-DITCH W/PSRM '-�'�' \��� },!� i/ � w R-25'� \ 0a LT \�.� STA 36+50 - STA 37+00 -Y10 LT J� l� Z �- l 1 ` _ =.- \ f E ° 5 \ E6L +/ �8 6Y � sa.at -no... _ _ 5 � � O - - ' °°�°� � -_ � _ � T -I- P I ATT H� t�. � SEE DETAIL 35 e u � I is.n -rva �� � -� � W F _ - ___ � _ , � __ _ _ -. � na- � � o � �'Z. � � � . - - , � 8 ���� Q -_ _ � W W � � zr � � � �� ' � � ''� ;� "��� - � �rF r � S��a 5; tSF�� ,� w +oaai_ N 84°47 /�.4 E � �- � eo.00�U - ro � �� a >uw�, - - � n'r � �r �r i / ��-- � � l"C t� �6�19.8/ �� o � a � � � ---- - � ,aHro �/! � �c �o o� �? �"" ' . , � „ n '_ �� Mou ' � � f�58 � � '3> � i M m _ - + y� �o � Z � O h _ _ + � N ��\` / 2 ✓ � ? 2a-\ f _ _ � i � � � G � �, . ��9�B1 N� z � o o � � , Ylo- i � N N o � � � R=iso, � a > � �` � � ; � > �� . � ' \ p � � � N l3° 04 /0.9 W o o. � e=so� � � � � - w�7r¢°' O � N o � � � � �►o � �' ,k i 5- HEAD DITC- Q'�� "��� HOLT ✓IG�TT.IEW ��;.: v� V �Orn 1-' o N �,.i ...= -- „ _ _ � EST DDE �-/-� 2 CY -� Y w \ � .. �F F '`� � ��� � 0 0 ' O � r\ �5g � 6 J W ^ - � . -- � \ , _ / , . � F. �`�. - - ETAIL 2 3102 b ._ \\�`� _ _ p F � � � �. � N O z �n N N F _- ._ - - � - _ _ _ - � so.00 -no- �5 - FFSE � Q3 � � � Z,,.. \ o \ � p � ���� � _ � _�- k _ _ -- _ � '� � A '�'t� � � _ � � � � O V I - �- - - e ., gi k � _es 6\RC III kl HW � �-SbtiSA� / +nnnn-vn_ _ _ � I r �,.... - - �Q"'� -- � � � R� f_ .s000-ria sooa�xr 6Y10 �8� �� r�� � � `��� � �� � R - - �� ��� w� � * �.�at tt �� 3 = �- -1D�t4e/.aox. _ � so.00�Rr f �L,� ���;� �� � �� ��� �L�s€lyiF �ai�=� �� i_n,- o3� T R�-I -i -I. � � u�, z M � 56�-.6��ti'�k79'° - . � irt � : � lf \ X i � 310l � � � --- � ��(JJ�� � �Z"_� � '9 � �a�,�arLTv_�g • � � F � 3 C I � F I y, W Y CLASS B' RIPRAP / � IF k�� - .°�oo O �5aa1-vlo- TAILDITCH � � -TD 4 ��-�, -� � � Y� �A� Q �� _ �c,-. � STREAMBANK SiABIlIZ4Tl0\ \" i, . � ; � , =. � � ~w ¢o�a W EST +/- 3 TONS J 155 EST DDEE �ETAIL 29 K �,t��' � r�� ,� � I �� -oo: oa.tvt'vtt-� SwGET�ILs3] I�,�) lto.oa RT O� � -P -oe.66 -vt �,,.� � \�\ / J' ��-({l4 49� I j ,II� � r� I y ,...., � a � � � 0 � d� � z O � - -� � , � � L . i� „�, z❑�o '^ � � � � �� F I I F. hJ I!. �s L+ea-�ia �F �� cLA35- ' P � c „� . ' ` � I � Zww v' T�_��4V�1 'iF ��EI_i"�"�lE. 50_00'RT +5 61.6) RT � � EST +/-B�Srh � '��.��t, � O . 90.0a'RT i I W -55.00-Y11- r I=_ � "v, + ]256 -Yil- � \ �`�� ]9 T �106.43 -YI0. - - � �� � -- .00 "'QO" � a5.n�xr � ' M (� . Ti L F oC h'� . _ _ �_ _ 'er '�aP� , "'r � � � � _ / Y10 �_ _ � JmKw -_ - ��. \ � 1J R � 7I�5 � d _ � L . �� r I' 12500 RT SJ.04 RT 82.38'Ri nya +59.0�� ,.,. ��� _ � °. x �"'� -- ,�,-�' r F - � �gc a P(�/€ � � � � - �� � " � � -� w � � � �wsZ W w?� ��� CLASS I RIPRAP •�s.00 nt- x. �, ... \ SPEC LAT 2' BASE DITCH W/PSRM EST GF 28ISYAds � TT_C L C' 4 A E �' C�~� --'--= aP�45T1=PER FIELO z r p wa0o -._----- :'II�a;� ' .. __-- ONBANKSONLY ST.+/-165SY � S�DITCHS �=s TLE� I Ifll_;, R � _C - �� m J -� � �� ---�" _ E5T GF 20 SY +zt_8t -ni- � �'�� \ �A. � S�E��ETAIL 255TA 13+50 -Yll- LT SEE DEI'AIL 40 0 CY\ / F [ ,� �_ � - � - ..�'l,r -_ ,Z P Z Z Z OQ .. �. ' _ /�� /� I�. � i F +19.e1 -YI0. 4gZ_yy�- t i. L _ �QZ �_ � _ ` � _ � _ x ... Q3 , �- � S ^03 � �_ � - � +eno � �a����r 'O „' m� � _._ -��`_"�'v�z-., X�X- �.O � .�FF'� � � c °j'v ��,, Yr so�oo�Ntna . �� �li-'�a � �"�i. ',��- _`�� - ,�-,i,�,., �k �nr �) , �, � � � � P� . s`� � 160 33590o���Ym os L ti4 p _ _ iTLb � r = �.. T' � 51. �X� V�� �L _ / O LLwu. � I I, F. a Zo�� � �ICi � _ k�.� k o/ rv3� ��3 5�/��f \ \\ �tio�\, // � �<eaRt SPBF2A PrI�S' I�� a zo � o E a� � 1�� HR � �v�E�l a � o` �` n�' - - '� � _ �a�g �/ , � � � y� ///��� \ o � � � .� ���� SPEC LAT V-DITGH � \ � ���-¢ � +oo.oa -YII- �� �(O/ � •/ • %�%` ��\ `� // � / �\ �LA <00 - 36+80 -Y10- RT . _ �S� � . � +zt Bt -nt- � , � a � / �N O�Z � / . N�." i f S�S�CT- 16� ��p`�2f ��\ � __ \.p,, SEE DFTAIL 6 taba'RT �285 ��°awo �` � �� �2• �F ���F 5 �s '"Z, �ND�/ONSTRUCTION ��o,.°'� d �oao�,� O � � r,� �� � a .��za �:,:-z- .� -- _ s-�i�, �" .o6ri� = i„hJ l]. �� � a "�F� - � � F i I I F Q� ����- �� __ - � ;" c�' T � . ��E �v, � �� FF� Yl0` POC Sta.37+34.42 °'�� � � o � - - _ r�: - .-> - � \ �>o�oo ---- ��, _ -- '- -- -. .•rFE�17 r. � �J mc�z�'� � ' � _-- � _-��"�r"a�n _ _ � _ �� __ a.pERFiE�o_ 1`"�� � srn�iaiso�si,aia-Fso ni-�r �� FOR -Y10- FROFILE SEE SHEET�48&� �za�°� ---- �- � ��' � 00=OWo -- �rjry3 -- -_ - _. . _- --_�-- - ___ _ _ - �� �SEEDETAIL6 /� � �� \ � _ � � 9 UQUVz4 �� - -^t 1�8����` � .. .. . - - _ - d � � Z ZZZZ `'� � - �`�,r-�_ _ _ _ �E� '� � � ,, ,_ FOR Yll- PROFILE SEE SHEET 49 0��000 ��� ` � _ � � - _- �- '�/ / I '� SPEC CUTDITCH I A 3 -STA 18+Offl-Yll-LT �� Iq :r� Il L�E wow w� .. - . EST. �F 2 SY O ��OP: f'TIL I JL. �� \ \ �,\ `� srn ie+oo - sTn n+az��y�i- iT � � I � 166 SEE DETAIL 45 �� -� .,_rr % SEE DEiAIL 46 DB 17 6 . � pp �� �� s \... 2' � J-,I . �DO NOT DISTURB IC�h f �� o PB I FC '� � W sNeo � � � �RL Sta l8 f43J5 �� � � '� , OT �ae 20+80e49 �o���� o� 1 � � , � / � ��;� i6,) i 000o n,- �� ' oo Nor oisruRe s,00 rn �:u CLAIM � ND CJN � RUCTIGN woo�s. Ro6EF i 1 1� \ e, --saa-r� � 0 �,i coHc. rno � 's.00� �r �- � 67 �� "' � ��o � P � � / ' HEAD DITCH ' �� � oo� �r I / • O �B 2723 PG :'la _���� I I �� aF�� � ir� Er.� r_ ��^�. � p +�� i �- �� 9 �ll- PO � Sta.19+49.32 o Pe �Pc e \ \ � �� � O � � r W _ } esri �oe +i s cv - � _ 3 C �ta. l7 �5 � e oo -rn_ o� �� � appp y i_ I SEE DETAIL 40 15F0 ISF� HARMON. g��� \ V �.� � � I � . � � � _ Cii � �sai�tR.r� - y ,�se.ao -vn- o � � I� qa-a� rn ,�w ias.00 -m- � �� i �.00 �1-v�� � ,1oHN �I, _ c ` e � , � �� � � ;�r � . � n r25Db�LT . ��,- � I DS 33 PC � � �y,. � Foo.oa rn � , .., , � { 168 -= � � �\ \ ��� ��� �i _ ��'� 163 � � - � ���s# � � a � r a -rn w�aa�s ��� � � I�L Pe i c �6'c 6 ��\\\ .� •� ' .�,: ��`_.�/. � +eo.00-rn- � Z� '� �ii i�� 6EH � ..��.a? .� �.�jve - �?�I. r+n.L�rn- " ��� Q �,Y IoR�PI I� IF,9 eH�79P 7Hia�,:. �,Z 18 � Z _ �.� - - _ _ _ _ - _ JAfKSON LCC � -BYII-17_I � � , � � � � aeMove - --- _ -- -� , w --�- - - � �170 P oPePne u��. , t � '� � ' � �- �». sa rero� aoosFve�r sr rs�esr � p�� oa :z F�c 8 - _ _ � -- � �� rc p s. � � . , � - - -- ` = _ - - - - - - - -_ _" r�a i Pe 7e i W s Q ��� � ; � eR� � Q ,� � ., , `� =3 � � _ � � - n o � a _ - � Z �ACKsoN � EE � ��•���; oo.0a -Ytl- / S/' �' , � . � � � ' ' - �I � PROPCRTIt.:, -Yll- - A � " � �' ; \��`^' V N oo o io ' iev ai _ _ ` � � � I` T Stoe l_ +�7 , 26 (171 iNc. a � 9� 05' 45.4" (kT ) �- 2` 49' CF.3 (LT ) 0 2� 49' 45e5 (RT ) � � � m �`�\ �� �saa �a �a.sz -n � � I� od. o-vn- .� E c I f y sm 5°•ks r�r � oe n�,EFc �s`-i -� l�lr - �' PlSto 11t42.60 _ Pl �to l8f18.5/ PlSto 1f3+74./l � l� f �� n�- _ � � E" o ApER _� � �� � D= 5� 43' 46.5" D= 5° 43' 46.5' D= 4° 29' 00.6" �- C< °��, � S , � 3 .nv.n u � �-s9n�-xa�r�ni' �0e ``t�'s �� �M� r4. ANCE�E1 i ��_; F C zsoo ir Y� . -vn- � aa s.-n ` isFo �.ssoozz v!i isTon.e �� t. 172 oB 2645 PC L = l_8./5' L = 49.29' L 63J0' � �' �soo Rr ` °�s � P° �' �`' a'� ' Q� T- 79.54' T- 2'{e65' T 3/.56' ��C� � �� � � oo 0o n� ��� � � �j�� l,, sFo s� oo er «va e� �ni- �'. ��rn Pe i P ri> �I � ��,� � ,/r/���"�T"- � aoo-m- �� � HARMON, Q�� R I,OOO.00� R- IoOOO.00� R= I.277.9.3� �I �,\ �� � I t � <z.o�xi CLA55'B'�R(�RAP mHc C7 ) I��\ �m� Ii3 DP. 1926PG 6'�� JOHN H. 9921 YIl Ds = 30 m h Ds = 30 m h Os = 30 m h S�' �/N ` � j � �'�� a i Pc �6 P P P ( 5�. 0' 8 EST 9 TON� J �+-p-p-"b''R7- � 3 SE _ �,QQ SE _ �.��{ SE _ �.�Q � J EST Gf 30 `�'Y SPEC LAT V-DITCH�I wiPSRM � _ I IARMON, � ro RO = 80' RO = 80' RO = 80' ���N � ��T �� � srA v+n - sTn ie+oo -m- Rr 179 �' - R4 i?NN i � 0 �/ O �6� / 1 EST. i/- 32 SY - I�.'6F -��� �� � r O ,17I� SEE DETAll46 N� C�AI�i� �� F - �°