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HomeMy WebLinkAbout20140762 Ver 5_R-2915E Ashe Watauga April 5 2019_20190424STATn�F ` �O „`� t' { �y'; `� � � � � �4 ;u g � o t,my 'jJ_ . Z r ':.�� .,„,�,z,*.. �a.� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR Apri15, 2019 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steve Kichefski NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Request for Modification and Extension to the Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed US 221 Widening from US 421 to US 221 Business/NC 88 in Jefferson in Watauga and Ashe Counties. Federal Aid Project No. STP-0221(13), Division 11, TIP No. R-2915. Debit $570 from WBS 34518.1.FR6. Reference: USACE Individual Permit Action ID SAW-2012-00882, January 7, 2015. USACE Individual Permit Modification ID SAW-2012-00882, August 31, 2016 USACE Individual Permit Modification ID SAW-2012-00882, December 7, 2017 Request for 404 Modification, Apri17, 2017 Request for 404 Modification, June 15, 2018 NCDWR Project No. 20140762, Certification No. 4001, September 8, 2014. NCDWR Project No. 20140762_v2, Certification No. 4001, August 23, 2016 NCDWR Project No. 20140762_v3, Certification No. 4001, Apri128, 2017 NCDWR Project No. 20140762, e-mail authorization, November 27, 2017 NCDWR Project No. 20140762 v4, Certification No. 4001, June 26, 2018 Dear Sir: The purpose of this letter is to request a modification and extension of the United Stated Army Corps of Engineers (USACE) Section 404 Individual Permit and North Carolina Division of Water Resources Section 401 Certification for the above referenced project. The original 2014 permit application and subsequent permit modifications presented final impacts for R-2915A, R-2915B, R-2915C, and R- 2915D. This modification presents the final impacts for R-2915E. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1000 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1598 MAIL SERV[CE CENTER RniEi�HNC27699-1598 Website: www.ncdot.gov Please see the enclosed Division of Mitigation Services (DMS) mitigation acceptance letter (March 29, 2019), permit drawing review minutes (4B and 4C), stormwater management plan (SMP), permit drawings, and design plans for Section E. Summary of R-2915 Jurisdictional Impacts: Impacts for the overall (Sections A-E) project will include 3.05 acres of permanent wetland impacts, 0.15 acre of temporary wetland impacts, and 0.05 acre of hand clearing in wetlands. There will also be 9,137 linear feet of permanent stream impacts (7,485 linear feet of fill and 1,652 linear feet of bank stabilization), and 0.41 acre of temporary stream impacts (see Tables 2 and 3 for a breakdown of impacts by Section). A total of the individual water resources impacted by each section can be found in Table 1. Table 1— Summar of Water Resources Im acted Section Desi n Sta e Total # Wetlands Im acted Total # Streams Im actf R-2915A Final 6 12 R-2915B Final 6 7 R-2915C Final 6 21 R-2915D Final 20 24 R-2915E Final 16 24 Total 52* 91* * S1 included in both Section A and B totals, S56 included in both Section C and D totals, S128 included in both D and E totals, W96 and W98 included in both D and E totals Table 2— Summar of Wetland Im acts for R-2915 Design Wetland Wetland Impacts Section Stage wetland Impact Type Impact Area Requiring * (ac Miti ation ac Perm. Wetland Fill 0.48 R-2915A Final Excavation in Wetlands 0.01 0.57 Mechanized Clearing in Wetlands 0.08 Hand Clearin in Wetlands 0.05 Perm. Wetland Fill 032 R-2915B Final Excavation in Wetlands 0.04 0.43 Mechanized Clearin in Wetlands 0.06 Tem orar Fill in Wetlands 0.15 Perm. Wetland Fill 0.22 R-2915C Final Excavation in Wetlands -- 0.27 Mechanized Clearin in Wetlands 0.05 Perm. Wetland Fill 1.01 R-2915D Final Excavation in Wetlands 0.01 1.32 Mechanized Clearin in Wetlands 0.30 Perm. Wetland Fill 0.28 Excavation in Wetlands 0.05 R-2915E Final Mechanized Clearin in Wetlands 0.13 0.46 Tem ora Fill in Wetlands <0.01 Total 3.05 j�Additionally, 0.01 acre of temporary tlll in wetlands will occur ln the hand clearing areas tor erosion control measures * Values are based on rounding, due to calculating totals with actual numbers to the thousandths R-2915 Individual Phased Permit Modification Application Page 2 of 14 Table 3— Summar of Stream Im acts for R-2915 Design Impact Temporary Stream Impacts Section Stage Stream Impact Type Length (lfj Impacts (ac) Requiring Miti ation 1 Permanent Fill 1,119 -- R-2915A Final Bank Stabilization 402 -- 1,119 Tem ora -- 0.05 Permanent Fill 493 -- R-2915B Final Bank Stabilization 431 -- 493 Tem ora -- 0.15 Permanent Fill 2,339 -- R-2915C Final Bank Stabilization 234 -- 2,339 Tem ora -- 0.09 Permanent Fill 2,627 -- R-2915D Final Bank Stabilization 126 -- 2,627 Tem ora -- 0.05 Permanent Fill 907 -- R-2915E Final Bank Stabilization 459 -- 907* Temporary -- 0.07 Total 9,137 0.41 7,485 * See Table 6 Summary of Utilit.��pacts: There will be no additional impacts associated with utiliry relocations in the E Section of this project. Summary of Miti a_� tion: Mitigation for impacts resulting from Section E will be provided by DMS. See tables 5 and 6 for a summary of the mitigable impacts resulting from this Section. Total mitigable impacts for Section E include 0.46 acre of wetlands and 9071inear feet of stream. NEPA DOCUMENT STATUS An Environmental Assessment (EA) was completed for this project in October 2012. A Finding of No Significant Impact (FONSI) was completed in May 2013. In addition, a FONSI Addendum was completed in December 2013. Additional copies will be provided upon request. In compliance with the NEPA/404 Merger Process, Concurrence Point 4B was reached for R-2915E on June 7, 2017. Concurrence Point 4C was reached March 21, 2018. PROJECT SCHEDULE The project has been permitted in phases due to project size, funding and TIP schedule (see Table 4). Sections A, B, and D were permitted together in 2014/2015. Section C of this project was permitted in 2016. Section E of this project is scheduled to let on September 17, 2019 and is covered in this phased permit modification request. R-2915 Individual Phased Permit Modification Application Page 3 of 14 Table 4 - Section R-2915A R-2915B R-2915C R-2915D R-2915E hasing for US 221 Widening (R-291 Approximate Section Limits US 421 in Watauga County to SR 1003 (Idlewild Road) SR 1003 (Idlewild Road) to north of the South Fork New River North of the South Fork New River to south of NC 194 South of NC 194 to US 211 Bypass US 221 Bypass to US 221 Business/NC 88 in Jefferson TOTAL IMPACTS TO WATERS OF THE U.S. Approximate Construction Length Letting 2.8 miles Se t 2015 1.77 miles Se t 2015 3.98 miles Nov 2016 4.3 miles Feb 2015 3.3 miles Se t 2019 16.1 miles Tables 5 and 6 summarize the impacts to jurisdictional water resources for the iinal design of R-2915E. Site numbers correspond with the permit (hydraulic) drawings included in this application. The stream and wetland numbers correspond to the NRTR. A brief description of each impact site will follow the tables. The total stream impacts for R-2915E have increased since the preliminary impacts presented in 2014 as a few streams have been delineated since then, the slopes have changed in a few locations, bank stabilization impacts have been added, and drainage design at the time was very preliminary. Table 5- R-2915E Wetland Im acts* Wetland Wetland Permanent Fill Temporary Fill Excavation Mechanized Impacts Site Number Size (ac) in Wetlands (ac) in Wetlands (ac) (ac) Clearing (ac) Requiring Miti ation ac 1 W96 0.30 -- -- -- <0.01 <0.01 2B W98 0.07 0.02 -- -- <0.01 0.03 3 W 100a 0.39 <0.01 -- -- 0.03 0.03 4A W 101 * * <0.01 <0.01 -- -- -- <0.01 4B W 102 0.27 <0.01 -- -- 0.03 0.03 5 W102 0.27 <0.01 -- -- 0.01 0.01 6A W 104 0.17 0.04 -- -- 0.02 0.07 8B W 110 0.71 -- <0.01 -- -- 0 9A W 109 ** 0.09 0.09 -- -- -- 0.09 10 W 112 0.46 <0.01 -- -- <0.01 <0.0 ] 13B W113** 0.01 0.01 -- -- -- 0.01 15A Wll5 0.03 0.01 -- -- <0.01 0.02 15B W 117 0.22 -- -- -- 0.01 0.01 16 W 116 ** 0.03 0.03 -- -- -- 0.03 21 W 121 0.06 0.03 -- 0.01 <0.01 0.04 26A W 123 ** 0.05 0.01 -- 0.04 -- 0.05 31 W 125 ** 0.02 0.02 -- -- -- 0.02 TotalImpacts 0.28 <0.01 0.05 0.13 0.46*** * All wetlands impacted are riparian ** Total take of wetland *** Values arebased on rounding, due to calculating totals with actual numbers to the thousandths R-2915 Individual Phased Permit Modification Application Page 4 of 14 Table 6— R-2915E Stream Im acts Stream Name & Stream Impact Temporary Mitigation Site Intermittent (I) or Impact Type Length Impacts (acres) Requirement Perennial (P)' Number (linear feet) (feet) (linear feet) 1 N/A (wetland) -- -- -- -- -- Perm. Fill -- -- -- UT to Beaver 2A S128 Bank Stabilization 14 -- -- Creek (P) Tem Fill -- <0.01 17' -- Perm. Fill 57 -- USACE UT to Beaver �B Creek (P) S128 Bank Stabilization -- -- -- Tem Fill -- <0.01 21' -- 3 N/A (wetland) -- -- -- -- -- 4A N/A (wetland) -- -- -- -- -- Perm. Fill -- -- -- UT to Cole 4B Branch (� S132 Bank Stabilization 11 -- -- Tem Fill -- <0.01 10' -- 5 N/A (wetland) -- -- -- -- -- Perm. Fill 52 -- USACE 6A UT to Cole 5134 Bank Stabilization -- -- -- Branch (P) Tem Fill -- <0.01 10' -- UT to Cole Perm. Fill -- -- -- 6B Branch (P) S134 Bank Stabilization 27 -- -- Tem . Fill -- <0.01 10' -- Perm. Fill -- -- -- Little Buffalo � Creek (P) 5135 Bank Stabilization -- -- -- Tem . Fill -- <O.OI (24' -- Little Buffalo perm. Fill -- -- -- gA Creek (P) 5135 Bank Stabilization -- -- -- Tem Fill -- <0.01 32' -- Little Buffalo Perm. Fill -- -- -- gB Creek (P) 5135 Bank Stabilizarion -- -- -- Tem Fill -- <0.01 20') -- UT to Little perm. Fill 33 -- USACE 9A 5136 Bank Stabilization 10 -- -- Buffalo Creek (� Tem Fill -- <0.01 7') -- Perm. Fill -- -- -- Little Buffalo 9B Creek (P) 5135 Bank Stabilization -- -- -- Tem Fill -- <0.01 19' -- 10 N/A (wetland) -- -- -- -- -- Perm. Fill -- -- -- 11A Little Buffalo 5135 Bank Stabilization -- -- -- Creek (P) Tem Fill -- <0.01 22' -- Perm. Fill -- -- -- 11B UT to Little S139 Bank Stabilization -- -- -- Buffalo Creek (P) Tem Fill -- <0.01 10' -- R-2915 Individual Phased Permit Modification Application Page 5 of 14 �l�able b l,�ontlnueU — K-Lyl�r: Jtream lm acts Stream Name & Impact Temporary Mitigation Site Intermittent (� or Stream Impact Type Length Impacts (acres) Requirement Perennial P� Number (linear feet feet ( ) ) ( ) (linear feet) Perm. Fill -- -- -- 11 C UT to Little S 140 Bank Stabilization -- -- -- Buffalo Creek (P) Tem Fill -- <0.01 11' -- Perm. Fill 27 -- USACE Little Buffalo 11D Creek (P) 5135 Bank Stabilization -- -- -- Tem Fill -- <0.01 10' -- Little Buffalo perm. Fill -- -- -- 12 Creek (P) 5135 Bank Stabilization 17 -- -- Tem Fill -- <0.01 10' -- Perm. Fill 31 -- USACE 13A UT to Little 5141 Bank Stabilization 11 -- -- Buffalo Creek (P) Temp Fill -- <0.01 10' -- UT to Little Perm. Fill 60 -- USACE 13B Buffalo Creek (P) S141 Bank Stabilization -- -- -- Tem Fill -- -- -- UT to Little Perm. Fill 25 -- USACE 13C Buffalo Creek (� SA Bank Stabilization -- -- -- Tem Fill -- <0.01 23' -- UT to Little Perm. Fill 23 -- USACE 14A Buffalo Creek (P) 5142 Bank Stabilization 23 -- -- Tem Fill -- <0.01 (10') -- UT to Little Perm. Fill 63 -- USACE 14B guffalo Creek (P) S142 Bank Stabilization -- -- -- Tem Fill -- -- -- UT to Little Perm. Fill 31 -- USACE 15A Buffalo Creek (P) 5143 Bank Stabilization 15 -- -- Tem Fill -- <0.01 10' -- UT to Little Perm. Fill -- -- -- 15B Buffalo Creek (P) 5143 Bank Stabilization -- -- -- Tem Fill -- <0.01 23' -- 16 N/A (wetland) -- -- -- -- -- Perm. Fill 115 -- USACE 17A UT to Little S 144 Bank Stabilization -- -- -- Buffalo Creek (P) Tem Fill -- -- -- UT to Little Perm. Fill 146 -- USACE 17B Buffalo Creek (� SB Bank Stabilization -- -- -- Tem Fill -- -- -- UT to Little Perm. Fill 39 -- USACE 1 g Buffalo Creek (P) S 145 Bank Stabilization -- -- -- Tem Fill -- <0.01 12' -- UT to Naked perm. Fill 22 -- USACE 19 Creek (P) 5147 Bank Stabilization 8 -- -- Tem Fill -- <0.01 10' -- R-2915 Individual Phased Permit Modification Application Page 6 of 14 �l�able b l,�ontlnueU — K-Lyl�r: Jtream lm acts Stream Name & Impact Temporary Mitigation Site Intermittent (� or Stream Impact Type Length Impacts (acres) Requirement Perennial P� Number (linear feet feet ( ) ) ( ) (linear feet) Perm. Fill -- -- -- 20 UT to Naked 5146 Bank Stabilization -- -- -- Creek (P) Tem Fill -- <0.01 25' -- 21 N/A (wetland) -- -- -- -- -- UT to Naked perm. Fill -- -- -- ���' Creek (P) S148 Bank Stabilization -- -- -- Tem Fill -- <0.01 22' -- UT to Naked perm. Fill 61 -- USACE ZZB Creek (P) S 148 Bank Stabilizarion 31 -- -- Tem Fill -- <0.01 10' -- Perm. Fill 55 -- USACE 23 UT to Naked S155 Bank Stabilization -- -- -- Creek (P) Tem Fill -- -- -- UT to Naked perm. Fill 30 -- USACE 24A Creek (P) 5156 Bank Stabilization -- -- -- Tem Fill — <0.01 22' -- UT to Naked perm. Fill -- -- -- 24B Creek (P) 5156 Bank Stabilization 18 -- -- Tem Fill -- -- -- Perm. Fill -- -- -- 24C Naked Creek (P) S 151 Bank Stabilization 20 -- -- Tem Fill -- <0.01 20' -- UT to Naked perm. Fill 13 -- USACE 25A Creek (P) 5157 Bank Stabilization -- -- -- Tem Fill -- <0.01 12' -- Perm. Fill -- -- -- 25B Naked Creek (P) S151 Bank Stabilization 17 -- -- Tem Fill -- <0.01 20' -- UT to Naked perm. Fill 19 -- USACE 26A Creek (P) S158 Bank Stabilization -- -- -- Tem Fill -- <0.01 (8' -- UT to Naked Perm. Fill -- -- -- 26B Creek (P) 5158 Bank Stabilization 8 -- -- Tem Fill -- -- -- Perm. Fill -- -- -- 26C Naked Creek (P) S151 Bank Stabilization 32 -- -- Tem Fill -- <0.01 20' -- UT to Naked Perm. Fill -- -- -- ��A Creek (P) 5159 Bank Stabilization 15 -- -- Tem Fill -- -- -- Perm. Fill -- -- -- 27B Naked Creek (P) 5151 Bank Stabilization 18 -- -- Tem Fill -- <0.01 30' -- Perm. Fill -- -- -- 28A Naked Creek (P) S151 Bank Stabilization 88 -- -- Tem Fill -- <0.01 10' -- R-2915 Individual Phased Permit Modification Application Page 7 of 14 �l�able b l;ontlnueU — K-Lyl�r: Jtream lm acts Stream Name & Impact Temporary Mirigation Site Intermittent (� or Stream Impact Type Length Impacts (acres) Requirement Perennial P� Number linear feet feet ( ) ( ) ( ) (linear feet) Perm. Fill -- -- -- 28B Naked Creek (P) S 151 Bank Stabilization 59 -- -- Tem Fill -- <0.01 10' -- Perm. Fill 5 -- USACE 29 UT to Naked 5163 Bank Stabilization -- -- -- Creek (P) Tem Fill -- <0.01 15' -- Perm. Fill -- -- -- 30 Naked Creek (P) 5151 Bank Stabilization 17 -- -- Tem Fill -- <0.01 21' -- 31 N/A (wetland) -- -- -- -- -- Total Tem orary Im acts: -- 0.07� (576') -- Total Perm. Impacts (Perm. Fill + Bank Stabilization): 1,366 -- -- Permanent Impacts Requiring DWR Mitigation: 0 -- -- Permanent Impacts Requiring USACE Mitigation: 907 -- -- Total Impacts Requiring Mitigation: 907 -- -� 1— Naked Creek and its UTs are Class C+ waters. All other streams are Class C; Tr+ waters. 2— Values are based on rounding j- — Final mitigation requirement will be up to the USACE and DWR Permit Site 1: There wi11 be <0.01 acre of inechanized clearing in wetland W96 at the outlet of a new lateral ditch that will drain into the wetland. Permit Site 2A: The existing 24" corrugated metal pipe (CMP) will be replaced and extended with a 42" reinforced concrete pipe (RCP). (Previously, R-2915D extended the 24" CMP, but the new roadway slopes far R-2915E necessitate a longer pipe.) There will be 14 linear feet (1� of stream bank stabilization to stream 5128 at the outlet of the new 42" RCP. There will also be <0.01 acre (17 1� of temporary stream impacts to S 128. Permit Site 2B: The replacement and extension of the existing pipe in this location will result in 571f of permanent impacts and <OA1 acre (21 1� of temporary stream impacts to stream 5128. The new roadway slopes and ditch tie-ins at this location will also result in 0.02 acre of permanent wetland fill and <0.01 acre of inechanized clearing in wetland W98. Permit Site 3: A ditch tie-in and pipe extension wi11 result in <0.01 acre of permanent fill and 0.03 acre of inechanized clearing in wetland W 100a. Permit Site 4A: The existing 24" CMP will be extended to the west and lined to accommodate the new roadway slopes, which results in <0.01 acre of permanent fill (total take) in wetland W 101. Permit Site 4B: There will be 11 lf of stream bank stabilization and <OA1 acre (10 lfj of temporary stream impacts to stream S 132 at the outlet of the 30" RCP. In addition, there will be <0.01 ac of permanent wetland fill and 0.03 acre of inechanized clearing in wetland W 102 due to the new roadway slopes. R-2915 Individual Phased Permit Modification Application Page 8 of 14 Permit Site 5: Due to the new roadway slopes and a ditch tie-in, there will be <0.01 acre of permanent wetland fi11 and 0.01 acre of inechanized clearing in wetland W 102. Permit Site 6A: The existing 42" CMP will be replaced and extended with a new 42" RCP (not buried) resulting in 52 lf of permanent stream impacts and <0.01 acre (10 1� of temporary stream impacts to stream S 134. There will also be 0.04 acre of permanent wetland fill and 0.02 acre of inechanized clearing in wetland W104 from the new roadway slopes. Permit Site 6B: There will be 27 lf of stream bank stabilization and <0.01 acre (10 1� of temporary stream impacts to stream S 134 due to the ditch tie-in and the replacement of the 42" pipe (not buried). Permit Site 7: There will be <OA1 acre (24 lfl of temporary impacts to stream 5135 (Little Buffalo Creek) from a ditch tie-in. Permit Site 8A: There will be <0.01 acre (32 1� of temporary impacts to stream S 135 (Little Buffalo Creek) from a ditch tie-in. Permit Site 8B: There will be <0.01 acre (20 1� of temporary impacts to stream 5135 (Little Buffalo Creek) and <0.01 acre of temporary wetland impacts in wetland W ll 0 due to plugging and filling the nearby 24" CMP. Permit Site 9A: The new roadway slopes will necessitate rerouting the flow from the spring feeding stream S 136 into a 15" and then 30" RCP, resulting in 33 linear feet of permanent stream impacts, <0.01 acre (71� of temporary stream impacts, and l O linear feet of stream bank stabilization. The new slopes will also result in 0.09 acre of permanent fi11 in wetland W 109, resulting in a total take of this wetland. Permit Site 9B: There will be <0.01 acre (19 lfl of temporary stream impacts to 5135 (Little Buffalo Creek) associated with the bank stabilization on 5136 coming into 5135 at this location. Permit Site 10: The installation and outlet protection of a new 15" RCP drainage pipe at this location wi11 result in <OA1 acre of permanent wetland fill and <0.01 acre of inechanized clearing in wetland W112. Permit Site 11A: There will be <0.01 acre (221� of temporary impacts to 5135 (Little Buffalo Creek) associated with lining the existing 66" CMP. Permit Site llB: There will be <0.01 acre (101� of temporary impacts to stream S139 associated with lining the existing 66" CMP carrying Litt1e Buffalo Creek. Permit Site 11C: There will be <0.01 acre (11 1� of temparary impacts to stream S140 associated with lining the existing 66" CMP carrying Little Buffalo Creek Permit Site 11D: There will be 27 lf of permanent stream impacts to S135 (Little Buffalo Creek) associated with stabilizing the outlet of the 66" CMP with riprap (which will be embedded on the stream bed). There will also be <OA1 acre (101� of temporary stream impacts associated with this activity and the lining of the existing 66" CMP. Permit Site 12: There wi11 be 17 linear feet of stream bank stabilization and <0.01 acre (10 1� of temporary stream impacts to 5135 (Little Buffalo Creek) associated with the lining of the existing 66" CMP in this location. R-2915 Individual Phased Permit Modification Application Page 9 of 14 Permit Site 13A: The existing 24" CMP carrying stream 5141 will be replaced and extended with a 30" RCP (not buried) in order to accommodate the new roadway slopes. This will result in 31 lf of permanent iill, 11 lf of stream bank stabilization and <0.01 acre (101 fl of temporary stream impacts to S141 on the west side of the road. Permit Site 13B: The replacement and extension of the 24" CMP carrying stream S 141 with a 30" RCP (no buried), including the embedded riprap in the streambed between this extension and the existing 24" CMP to the east, will result in 60 lf of permanent stream impacts to 5141 on the east side of the road. The new roadway slopes in this location will also result on 0.01 acre of permanent fill in wetland W 113, resulting in a total take of this wetland. Permit Site 13C: The new roadway slopes will result in 25 1f of permanent stream impacts and <0.01 acre (23 1 fl of temporary stream impacts to stream SA. A spring box will be used to capture flow from SA. Permit Site 14A: The existing 42" CMP carrying stream 5142 will be replaced and extended with a 60" corrugated steel pipe (CSP) and 60" RCP (not buried) to accommodate the wider roadway. This will result in 23 lf of permanent stream impacts, 23 lf of stream bank stabilization, and <OA1 acre (10 1� of temporary impacts to S 142 on the west side of the road. Permit Site 14B: The replacement and extension of the 42" CMP carrying stream S 142 described in site 14A above, including the embedded riprap in the streambed between this extension and the existing CMP to the east, will result in 63 lf of permanent stream impacts to S 142 on the east side of the road. Permit Site 15A: The extension and lining of the existing 36" CMP carrying stream 5143 to accommodate the wider roadway will result in 31 lf of permanent stream impacts, 15 lf of stream bank stabilization, and <0.01 acre (10 lf) of temporary impacts to S143 on the west side of the road. The wider roadway slopes will also result in OA1 acre of permanent wetland fll and <0.01 acre of mechanized clearing in wetland W ll 5. Permit Site 15B: The lining of the existing 36" CMP will result in <OA1 acre (23 1� of temporary stream impacts to stream 5143 on the east side of the road and OA1 acre of inechanized clearing in wetland W 117. Permit Site 16: Fill from the widened roadway will result in 0.03 acre of permanent fill in wetland W 116, which is a total take of this wetland. Permit Site 17A: The existing 42" CMP carrying stream 5144 will be replaced and extended with a 42" RCP. The stream at the outlet of this pipe will be stabilized with riprap until it flows into the existing 36" pipe just downstream. This will result in 115 lf of permanent stream impacts to 5144. Permit Site 17B: Fill slopes from the widened roadway will result in 146 lf of permanent impacts to stream SB. A ditch will be cut into the new roadway slope to capture roadside flow previously captured by SB. Permit Site 18: The existing 24" CMP carrying stream 5145 will be replaced with a new 24" RCP. There will be a short section of channel realignment to tie in the outlet of the new pipe with the existing channel. This will result in 391f ofpermanent stream impacts and <OA1 acre (121� of temporary stream impacts to 5145. R-2915 Individual Phased Permit Modification Application Page 10 of 14 Permit Site 19: The existing pipes carrying stream 5147 will be replaced and extended with a 15" and 24" RCP. This will result in 22 lf of permanent impacts, 8 lf of stream bank stabilization, and <0.01 acre (lO lf) of temparary impacts to stream S 147. Permit Site 20: There will be <0.01 acre (25 1� of temporary stream impacts to stream 5146 where a new ditch will tie into the creek. Permit Site 21: New roadway slopes from the widened roadway and a lateral base ditch in this location will result in 0.03 acre of permanent fill, 0.01 acre of excavation, and <0.01 acre of inechanized clearing in wetland W 121. Permit Site 22A: The existing 48" CMP carrying stream 5148 wi11 be extended to the west with a 66" RCP (not buried) and lined to accommodate the wider roadway. This will result in <0.01 acre (221� of temporary stream impacts to 5148 on the east side of the road. Permit Site 22B: The existing 48" CMP carrying stream S 148 will be extended to the west with a 66" RCP (not buried) and lined to accommodate the wider roadway. This will result in 61 lf of permanent impacts, 31 lf of stream bank stabilization, and <OA1 acre (101� of temporary stream impacts to 5148 on the west side of the road. Permit Site 23: The new roadway slopes will result in 55 lf of permanent stream impacts to stream 5155. Permit Site 24A: The existing 42" CMP carrying stream S156 will be replaced with a new 60" RCP (not buried). In addition, two new lateral base ditches will tie into the banks of the stream near the inlet of the new pipe and the stream will be slightly realigned to route it into the new adjacent RCP. This will result in 301f of permanent impacts and <0.01 acre (221 fl of temporary stream impacts to S 156 on the east side of the road. Permit Site 24B: The existing 42" CMP carrying stream S156 will be replaced with a new 60" RCP (not buried). There will be 181f of stream bank stabilization to 5156 at the pipe outlet. Permit Site 24C: There will be 20 lf of stream bank stabilization and <0.01 acre (20 1� of temporary impacts to stream S 151 (Naked Creek) at the confluence of this stream and S 156. Permit Site 25A: The existing 24" CMP carrying stream S 157 will be lined and a new ditch will tie in to the stream at the pipe inlet. This will result in 13 lf of permanent impacts and <0.01 acre (121� of temporary impacts to stream 5157. Permit Site 25B: There will be 17 lf of stream bank stabilization and <0.01 acre (20 1� of temporary stream impacts to stream S 151 (Naked Creek) at the outlet of the pipe carrying S 157. Permit Site 26A: The existing 48" CMP carrying stream S 158 will be replaced in place with a new 60" RCP. There will also be two new ditches that will tie into S 158 at the inlet of this pipe. This will result in 191f of permanent impacts and <0.01 acre (8 1� of temporary impacts to S 158. In addition, the wider roadway slopes and new ditch in this location will result in 0.01 acre of permanent fill and 0.04 acre of excavation in wetland W 123 resulting in a total take of this wetland. Permit Site 26B: There will be 81f of stream bank stabilization to stream S 158 at the outlet of the new 60" RCP. R-2915 Individual Phased Permit Modification Application Page 11 of 14 Permit Site 26C: There will be 32 lf of stream bank stabilization and <0.01 acre (20 1� of temporary impacts to stream 5151 (Naked Creek) at the confluence of this stream and 5158. Permit Site 27A: The existing 24" CMP carrying stream 5159 will be replaced in place with a new 30" RCP. There will be 15 lf of stream bank stabilization to 5159 at the outlet of this pipe. Permit Site 27B: There will be 18 lf of stream bank stabilization and <0.01 acre (30 1� of temporary impacts to stream 5151 (Naked Creek) at the confluence of this stream and S159. Permit Site 28A: Two additional 7'x4' cells will be added to the existing reinfarced concrete box culvert (RCBC) carrying stream 5151 (Naked Creek) to provide additional capacity. Additionally, a new base ditch will tie into 5151 on the outlet end of the existing RCBC. This wi11 result in 88 lf of stream bank stabilization and <0.01 acre (10 1� of temporary impacts to 5151 on the north side of the road. Permit Site 28B: Two additional 7'x4' cells will be added to the existing reinforced concrete box culvert (RCBC) carrying stream S151 (Naked Creek) to provide additional capacity. Additionally, a small new ditch will tie into S 151 on the inlet end of the existing RCBC. This will result in 59 lf of stream bank stabilization and <0.01 acre (10 1� of temporary impacts to 5151 on the south side of the road. Permit Site 29: The existing 24" CMP carrying stream S 163 will be replaced with a new 42" RCP (not buried). A small portion of the downstream section of existing CMP will be retained to avoid a Section 4(� impact to the park property. This will result in 5 lf of permanent impacts and <0.01 acre (15 1� of temporary impacts to stream 5163. Permit Site 30: There will be 17 lf of stream bank stabilization and <0.01 acre (21 1 fl of temparary impacts to stream 5151 (Naked Creek) at the outlet of a new 18" RCP. Permit Site 31: Plugging and filling the existing 18" CMP that drains to wetland W 125 will result in 0.02 acre of permanent fill impacts to this wetland, resulting in a total take. FEDERALLY PROTECTED SPECIES As of June 27, 2018, the USFWS lists eleven federally protected species for Watauga County and twelve federally protected species for Ashe County. The only change since the last permit modiiication is that the gray bat (Myotis grisescens) and rusty-patched bumble bee (Bombus a�nis) were added to the list for both counties. The biological conclusion for the gray bat is No Effect (confirmed by the USFWS via email on November 15, 2018). No biological conclusion is required for the rusty-patched bumble bee as the USFWS assumes the state is unoccupied by this species. MITIGATION OPTIONS The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. R-2915 Individual Phased Permit Modification Application Page 12 of 14 R-2915E Avoidance and Minimization: NCDOT has avoided impacting many wetlands and streams and reduced impacts to wetlands and streams to the greatest extent practicable. Wetland impacts have been kept to a minimum by avoiding ditching and channelization through wetlands. In addition to all of the measures listed in the 2014 phased permit application, other specific examples of avoidance and minimization measures include: • There is a proposed dry detention basin at station -L- 718+00 RT to help minimize the increase in water at the existing 48" CMP under Mt. Jefferson Road which later travels under the Walmart Supercenter. • Efforts were made to minimize impacts to Naked Creek, specifically in the Town of Jefferson's park property. • Where excavation is necessary, coir fiber matting and rip-rap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. • Measures have been taken, including reduction of pipe slopes and the use of drop structures (which are labeled on the plans) to lower velocities at jurisdictional features to non-erosive. Compensation: The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as described above. Tables 5 and 6 summarize the wetland and stream impacts for Section E of this project. Section E will permanently impact 0.46 acre of wetlands, 1,3661inear feet of streams (9071inear feet ofpermanent fill and 4591inear feet of bank stabilization), and temporarily impact <0.01 acre of wetlands and 0.07 acre of streams. The DMS will provide compensatory mitigation for the impacts in all sections of this project. Table 7 summarizes the total mitigation needs for all sections as 3.05 acre of wetlands impacts and 7,4851inear feet of stream impacts. Table 7— Summary of Miti�ation Requested from DMS Section R-2915A R-2915B R-2915C R-2915D R-2915E Design Stage Final Final Final Final Final Total Wetland Impacts Requiring Miti�ation (ac) 0.57 0.43 0.27 1.32 0.46 3.05 REGULATORY APPROVALS Stream Impacts Requiring Mitigation (ac) 1,119 493 2,339 907 7,485 Section 404: Application is hereby made for a modification and extension to the USACE Individua1404 Permit as required for the above-described activities in addition to the activities described in the modification requests sent April 7, 2017 and June 15, 2018 (identified in the reference list in this application). Section 401: We are hereby requesting a modiiication and extension to the 401 Water Quality Certification from the N. C. Division of Water Resources for the above-described activities. R-2915 Individual Phased Permit Modification Application Page 13 of 14 A copy of this application and distribution list will also be posted on the NCDOT website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact Erin Cheely at ekcheely@ncdot.gov ar(919) 707-6108. Sincerely, ��.ci�L�C� �GG��'Ll�IZB ,�d2 Philip S. Harris III, P.E., C.P.M. �J Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List R-2915 Individual Phased Permit Modification Application Page 14 of 14 �,ti �, �-'F � : �:����� tl _ y _ ����1W ����� �' PLM'M1�,.y ROY COOPER Governor MICHAEL S. REGAN secrera,y TIM BAUMGARTNER Dlrector Mr. Philip S. Harris, III, P.E. Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: IVVKIhI [..F,..v�uvH Environnienta! Quallty March 29, 2019 Subject: Mitigation Acceptance Letter: R-2915E, US 221 from US 221 Bypass to US 221 Business / NC 88 in Jefferson, Ashe County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland xnitigation for the subject project. Based on the information supplied by you on March 26, 2019, the impacts are located in CU 05050001 of the New River basin in the Northern Mountains (NM) Eco-Region, and are as follows: New 05050001 � Cold Impacts (feet/acres) 907.0 Streaxn Cool Warm 0 0 Wetlands �P�an Non- Coastal Ri arian Marsh 0.46 0 0 Buffer (Sq. Ft.) Zone 1 Zone 2 n *Some of the stream and/or wetland impacts may be proposed to be xnitigated at a 1:1 mitigation ratio. See pernut application for details. DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with 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 information, please contact Beth Harmon at 919-707-8420. Sincerely, Jam�s B. 'tanf'ill DM�'�:afiet Management Supervisor cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: R-2915E �_E Q�,� ��,�-. North Carolina Department of Environmental Quality � DiWsion of Mitigation Services 217 W. Jones Street � 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 Memorandum of Meeting Date: June 7th, 2017 Place: NCDOT, Structures Conference Room Team Members: Felix Davila (FHWA) — Absent Steve Kichefski (USEPA) - Phone Marella Buncick (USFWS) — Phone Marla Chambers (NCWRC) — Absent Dr. Cynthia Van Der Wiele (USEPA) April Norton (DWR) - Phone (for Dave Wanucha) Others Present: Bill Zerman, PE (NCDOT Hydraulics) Jeff Meador, PE (RK&K) Alexis Stys, EI (RK&K) Mark Staley (NCDOT-REU) - Phone Carla Dagnino (NCDOT-EAU) Trent Beaver, PE (NCDOT — Division 11) - Phone Joe Laws, PE (NCDOT — Division 11) - Phone Subject: NEPA\404 Merger Team - Concurrence Point 4B Meeting R-2915E — US 221 from US 221 Bypass to US 221 Business/NC 88 in Jefferson, Ashe County The Concurrence Point 4B Meeting for R-2915E in Ashe County was held on June 7t", 2017 in accordance with NCDOT policy. The meeting was held in the Structures conference room. The following items were discussed and conclusions reached. Notes in red italics text were added to the notes following a field review by NCDOT staff on July 7, 2017. Bill Zerman opened the meeting with introductions and a brief description of the project. Jeff continued by providing a summary of the preliminary drainage design at each jurisdictional feature on the plans. The following comments and decisions were reached. Sheet 4: Jeff explained the differing colors on the plan sheet, pink being project R-2915D that is currently under construction. It was also requested to receive the permit impacts from R-2915D to avoid double counting impacts between the two projects. No comments on Sites 1 and 2, both propose the removal of existing R-2915D drainage. Site 2 includes a buried 42" pipe with no drop in the pipe. Velocities entering all wetlands should be stable (V10 less than 2.0 fUs) Sheet 5: No jurisdictional features Sheet 6: Jeff explained both sites 3& 4 included rip-rapped energy dissipator basins to help lower the outlet velocities. April noted that Dave wanted to ensure these locations are non- erosive. Jeff pointed out that ditch designs for site 5 will be sure to include velocities entering the wetland lower than 2 feet per second. Velocities will be shown on the drawings. The plans show a JS stream leaving the existing 24" CMP at site 3. This stream is not jurisdictional and will be removed from the plans. At site 5 there is a jurisdictional stream leaving the existing 18" CMP that is not shown but will be added to the plans. Sheet 7: Jeff explained that site 6 included jurisdictional streams and wetlands both up and downstream. The stream begins at a spring approximately 230 feet upstream of the proposed crossing. He also indicated a drop structure is proposed near the outlet to lower the velocity exiting the pipe. The group agreed that NCDOT would coordinate with Marla Chambers to get her opinion on whether the short section of stream is providing aquatic habitat. If it is, the use of a drop structure may need to be revisited. Carla pointed out there is an additional Jurisdictional stream that is not shown that will be added to the plans at the outlet of the proposed 60 " pipe. Sheet 8: Jeff noted there was a proposed ditch to tie down to the stream at site 7. Marella noted the angle of the proposed ditch would be entering an outside bend and asked if this ditch could be realigned. Jeff responded that this could be done. Sheet 9: Jeff noted at site 8 that Bill had recommended the removal of the rip rap on stream banks (detail X). The attendees agreed this rip rap could be removed due to the low velocity in the proposed ditch. Jeff then pointed out the difficult design of site 9 with multiple springs and jurisdictional features traveling down a very steep hill. Carla noted that both spring/JS combinations upstream of S136 were not jurisdictional streams, only wetlands. A field visit by NCDOT biologists on 7/7/17 found that the JS line west of US 221 nearest the road (the headwaters of S136 originating in wetlands W109) can stay JS. The JS line further west within W108 can be removed. April asked if impacts would be to buffalo creek or just a tributary. Jeff noted there to be a small unnamed tributary just at outlet 0907, therefore impacts will not occur to Little Buffalo Creek. An additional site is recommended to be added on sheet 9 at the outlet of the existing pipe near proposed box 0911. There is a 1.5' head cut at the outlet of the existing pipe and it is proposed to be plugged & filled, therefore some temporary impacts will be required during construction to re-grade the head cut. Sheet 10: Jeff explained the decision to retain the existing 66" CMP, which has been recommended by RK&K to have a smooth lining installed within. It was pointed out that temporary impacts will be needed for the upstream and downstream end during lining install, so a site will need to be added (site 11A). Bill also requested the addition of riprap at the outlet of this existing pipe and to also line the stream with embedded riprap for further stabilization. Jeff noted that at site 10 there is a proposed preformed scour hole. Bill requested a standard rip rap pad to be installed instead. Attendees agreed to replace the preformed scour hole with standard rip-rap. Carla informed the attendees that site 12 was not a jurisdictional feature and should be removed. During a 7/7/17 field visit, the stream at site 12 exiting the 18" CMP was found to be an intermittent jurisdictional stream, and should remain on the plans as a permit site. Steve questioned the quality of the stream at site 13 where a jurisdictional stream will be a total take with a proposed riprap lined standard ditch. April noted that a portion of Buffalo creek is a trout stream and she will need to review this area with Dave. Marella asked if site 13 was connected to the pond. Jeff responded by stating the system is believed to attach to a neighborhood upstream but the entrance was not found. Cara informed the attendees that the stream was not listed for a work moratorium, and asked to have agencies double check the list is up to date. Attendees agreed the current design was sufficient. Sheet 11: Site 14B was noted to connect to the existing pond and Jeff explained the existing pipe was well undersized. The existing pipe was currently laid at about 14%, therefore Steve commented that the current design seems sufficient to not be buried and include a drop structure. Sites 15 & 16 did not have any comments, however Jeff asked Carla if she believed the stream to begin where it was shown on the plan sheet or if it extended up into the wetland (S143a & W117). Carla shared that she believed the beginning of the stream to be shown at the correct location. Site 17 was noted to have no jurisdictional features upstream and Jeff explained that during the field visit, the exiting pond at the outlet of the system was dry. DWR and NCDOT Division staff do not know the current condition of the pond. Bill recommended the toe of rock fill be shown outside of the right-of-way. NCDOT does not want ponded water within the right-of-way. Add PDE and keep proposed pipe outlet at the current location. The JS lines on the east side of US 221 across from Site 17 (one parallel to the tree line/US 221 and one carried under US 221 in 42" CMP to the pond) were determined to be jurisdictional during a 7/7/17 site visit. These JS lines should stay on the plans. Sheet 12: At site 18, Bill requested to have the outlet pipe be realigned straighter and to have the outlet be ditched down to the current location of the jurisdictional stream. Attendees agreed to this design. At site 19, Jeff noted that a possible drop structure might be later incorporated into the design near the outlet of the pipe due to the current poor condition of the existing outlet, which attendees agreed was fine due to there being no jurisdictional feature upstream. A short JS stream (S147) will be added at the outlet of the 15" CMP near Site 19. Sheet 13: Site 21 includes retaining the existing 48" CMP and adding a smooth liner. Steve noted that the existing pipe was over 400' long and therefore fish passage will be difficult through such a long stretch. Marella agreed that there is probably not much passage and that the current design with a drop structure is okay. Sheet 14: The stream shown parallel to the roadway from 812+50 to 814+50 left is not jurisdictional and should be removed from the plans. There is a stream at Y36 11+50 right that will not be impacted that needs to be added to the plans. Jeff explained that site 22 includes a buried 66" pipe with a junction box but no drop structure. The proposed pipe slopes are 8% (HW to JB) and 0.5% (JB to outlet). Bill asked the attendees if we would in fact want to bury this pipe due to the steep slope. He stated as a rule of thumb, he usually uses a max of 4% slope for pipe burial. Because of the slope and the potential for headcutting the pipe will not be buried. Marella asked if there was any way to place baffles in the concrete pipe. Bill responded that there was not a way to put baffles in a concrete pipe. Carla noted that Naked Creek has no work moratorium and was not designated as TR. April noted that Dave had a question as to if the area was HQW. Steve requested that further investigation into the quality of water be done at this site and to keep the current design until 4C discussion. At site 23 Jeff noted that RK&K will add riprap to the outlet of the existing pipe to insure stability, attendees agreed. Sheet 15: At site 24 Jeff explained the design which includes a new 60" RCP buried 1.0' and removal of the existing pipe upstream of the crossing. Wetland W 123 will be a total take. Sheet 16: At the culvert on Sheet 16, Jeff explained that the current culvert would be retained and two additional 7'x4' cells would be added parallel to the exiting one to provide additional capacity. One of the two existing barrels will have a sill added to confine normal stream flow to one of the existing barrels (water can currently flow in both). The invert of the two new barrels will match the sill height. At site 27 the proposed pipe will not be buried because the slope exceeds 9.5%. Sheet 17: Wetland W 125 will be a total take. 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"x. i,�� 'y,�� _ , ���`� �.;,. � : '�:�'� ��� � Sheet 10 Site 12 * Left: Outlet of 18" CMP * Right: Looking DS from outlet Previously stated this was non-JS, but it scored a 26 (intermittent) on DWR stream form. Abundant iron oxidizing bacteria, aquatic beetle and fingernail clams observed :a�:�� �; ,�, i„P�„r� ,� •e„Fg �C� � r y ����,�� �,,�;�� � �} � . � a rw'���;�", , � � � � � ��" � F. q , f i��� ,� c , � � ;. f 4'��kry Q'� ��� � � :� ' ; , .�xc? � x `y ' ��.`. > .y ���, �� .�� . . �i'��' ' ... � d a .� ',y{ Y � : r� xIC� . � 1 p �:?� '� � r � � �i ar �1{'� ��r k � � R � .. ?.. '� . J � I , � q��� ���{� Q� � 1 �'➢ 1� ' ��y . ..... �r' � �'.�.a y . l��� � ��..¢ A ..� ' f r , j � I" {-� � h $ �. F� � ✓� Pi ,��i��y,c W � , rx, t U�� �. 4 1� I�. 0'+r.f� rf 1 � .. A ti�tfr: � �_Il AJ ' �� r � � t'; 'A dr��+'. '� ��� 4 r �"'��'�����._ �. a'.� j ' 7 „ � '�''"�`a' "'�� ��_�9 �' � , t � �s '� . �,�1 � { f � 6,.� $� +� �� ►��. � ,q � J a. � t �y �'�/ +� 5� ! i�' �� ��� +�i',� 4* ;��v �h� �;�% �' � '�' '��,�v. �q„ ;`° ��'�^` �' �� � � � �'�, , : �,�' ��� �;� � �,� ,�� � ,, ��'� •, � # '�"�' , �e �!�" � � � r > � ;'�� , fg�,, �;4 ,�42J , �' +a.,- 1 y a ,� S �.'�1'M ew! J � . . GW� �,• u ��r�q- r i i ir��� '����i�.,' (�5F _ 7� t�,"� �. � ,�kw ,�^7`x �.�.'rl.h � °� �r '�� . � Nti, '�� ° �,�'y��, .../�� . .�ss:a^�� . . �..��:_:. . . . �.�.�.1�!' .1 .. �"�r. . . P �, i `;S � � , � � t� y�'�rt,, �.: �� N9���! ;:��' ' `� `' :t Sheet 11 Stream parallel to US 221 in NE quad. Flows into 42" CMP via DI at edge of woods * Top left: Drop inlet closest to US 221 * Top right and bottom left: parallel stream Both JS lines were previously thought to be non-JS, but they should remain JS. 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T"�-a['_ -I T — �- � _I Sheet 13 Site 21 * Left: Outlet of 48" CMP — S148 — outlet is partially buried * Right — Looking DS from pipe outlet See next page to see how quickly 5148 becomes a much smaller channel running through a lawn just west of the study area ` �'- , �,-� �y �x � Y: i a s. K � W . r; � x'� P t.�` � _`__ re?°_ .��(.._;'t�� . � , .. ... _ y � � 'I � �.; -�� . .� A 7. 6�..�. � �1.�'.S 1'�ti: � �.lr�-�s'f� •t.e'-" " ` '�� .�'f i� - '�� � ,� � r ' *' . 6 `. c c �, S c-_ � "�s;`�� � 1 - �Y �1 �1 :� : Y .,.. � �y -� ) � !. � ! 3 43 "t . � �'t�i� j,_, k G .�t� .. ��tf JYr� �,y �''., � �L 5 k 3 �N lr�' _ .4-�+ f' .��3, .. K ¢�5 ..RN '�, � . � ':'H . t, . Ky . +'� � .. ' � 7 .iu'-. , � < •�p��� � � ` L � , ,_ �'� M �t'� ':�'� : , �'� "°' - . ,;.: . u:, . rt;y.,`. 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' � � � Sneet 14 �ite 22 �lockwise from top left: * Inlet of 42" CMP — S156 (outlet is perched 1') * Looking DS through 42" CMP * Stream 5156 SE of US 221 where it crosses under a driveway near Willowbend Lane -�`� �'�' Memorandum of Meeting Date: March 21 st, 2018 Place: NCDOT, Structures Conference Room Attendees: Steve Kichefski (USEPA) - Phone Marella Buncick (USFWS) Marla Chambers (NCWRC) Dave Wanucha (DWR) - Phone Bill Zerman, PE (NCDOT Hydraulics) Matt York, PE (NCDOT Hydraulics) Jeff Meador, PE (RK&K) Alexis Stys, PE (RK&K) Scott Blevins, PE (RK&K) Carla Dagnino (NCDOT-EAU) Ramie Shaw (NCDOT — Division 11) - Phone Joe Laws, PE (NCDOT — Division 11) — Phone Subject: NEPA\404 Merger Team - Concurrence Point 4C Meeting R-2915E — US 221 from US 221 Bypass to US 221 Business/NC 88 in Jefferson, Ashe County The Concurrence Point 4C Meeting for R-2915E in Ashe County was held on March 21St, 2018 in accordance with NCDOT policy. The meeting was held in the Structures conference room. The following items were discussed and conclusions reached. Bill Zerman opened the meeting with introductions and a brief description of the project. Jeff continued by providing a summary of the design and previously discussed features at each jurisdictional site on the plans. The following comments and decisions were reached. Sheet 4: Jeff explained the differing colors on the plan sheet, pink being project R-2915D that is permitted currently under construction. Once coloring was explained, there were no further questions about Site 1. At Site 2A, Marella requested to have embedded rock at the outlet bed looked into since she was concerned with energy dissipation. Jeff explained that the proposed pipe was buried and the junction box was not a drop structure. Additionally, it was explained that the current designs velocity is under the 15 ft/s which is considered the threshold for scour, Bill agreed and that updating this outlet would set a precedence. After discussion, it was decided to monitor this site after the pipe construction to decide if embedding rock in the channel would be warranted. Carla noted that Site 2B was labeled as bank stabilization on the impact summary sheet. Detail AF would need to be called out at the inlet end of the site if there is truly stabilization, updates to the plans are needed at similar situations along the project to ensure the summary table and plan view match. Sheet 6: Jeff explained that since the 4B meeting, both sites 3& 4 have had the energy dissipaters removed after redline drainage review. Marla commented on the "retain & install smooth lining" label on the cross pipe at site 3, stating that this will not help with slowing down the velocity in the pipes. Joe and Matt agreed that the material of the liner has been discussed but not finalized. Matt explained that the lining won't be concrete but that the smooth liner increases the capacity in the pipe even though we would be decreasing the size of the existing pipe. Jeff noted that smooth liner is approximately the same roughness as a concrete pipe. Carla explained that the jurisdictional stream leaving Site 5 was added to the plans after confirmation from Erin Cheely (NCDOT Environmental Analysis Unit) following the 4B meeting. Sheet 7: Jeff noted at Site 6 that Dave had conducted a field visit here and noted that the land owner had trapped the spring, leaving a minimal aquatic habitat and that a drop structure would be warranted. Bill noted at site 6 that the proposed cross-pipe used to be a 60" jurisdictional cross-pipe. Alexis explained that it was requested during hydraulic review from Matt to separate the BDO and the HW to cross separately, lowering the jurisdictional crossing to a 42" pipe. Jeff explained that there is now a dry detention basin designed on sheet 7 which has no jurisdictional features nearby but helps minimize the impact to a downstream pipe. Marla questioned that Site 6B forks into two jurisdictional features downstream and it was confirmed to be correct. It was requested to move the HW to be directly at the fill slope line to ensure the headwall is within the "V" created from the toe protection. Sheet 8: Carla asked at Site 7 if bank stabilization would be necessary but was decided against due to the low velocity and flat elevation in the proposed ditch. Jeff also noted that the proposed ditch is aligned to better fit the streams current direction of flow. Sheet 9: Jeff explained how the current jurisdictional features have been agreed upon at Site 9 after NEU confirmation after the 4B meeting. Marla asked what the temporary impacts were regarding at Site 8B, which Jeff explained was due to the existing 24" CMP being plugged/filled and the regrading of the existing headcut. Sheet 10: Jeff explained the decision to retain the existing 66" CMP, which has been recommended by RK&K to have a smooth lining installed within. Temporary impacts were added at the inlet and outlet of the lined existing pipe due to installation of this smooth liner. Carla requested that the inlet end of the Site 11 be labeled with A, B, & C for the 3 differing streams coming in to the headwall and to make sure the impact summary sheet reflects these values. It was also requested to add a label to the plans to ensure the outlet of the existing 66" pipe has the riprap embedded in the channel stream. Marla requested to know the condition of the exiting 66" pipe that traveled under the private property rock quarry. Joe explained that the video inspection could not get past the "possible junction box" labeled on the plans so condition was not confirmed. It was requested that the label for site 10 be moved closer to the impact to help clarify the right side of the roads impacts. Joe requested the addition of a spring box near the outlet of the plugged and filled 18" CMP at site 13 C. This site was discussed as a possible total take due to the removal of the water but it was agreed that the site is likely to be a spring and the addition of a spring box should be sufficient and help minimize impacts. Marella asked if Site 12 ties down to the headwall, which Jeff explained it does not tie to the headwall but does provide bank stabilization down to Little Buffalo Creek. Sheet 11: Sites 14, 15 and 16 had no comments. Carla noted that Site 17B needed impacts added to the impact summary sheet as well as separating out the pond impacts from the stream for site 17A. Sheet 12: No comments on Site 18. Marla asked why the pipe at Site 19 wasn't outleting at the entrance to the stream outside the fill slope. Alexis explained that the field survey uncovered a large headcut and an unstable outfall so it was determined that laying a pipe and repairing the outlet condition would be best. Carla asked to add a line to the impact summary sheet for the bank stabilization provided. At Site 19, it was requested to have the wetland boundary line appear better on the plans and to show the small JS tying all the way down to the larger JS. Sheet 13: Site 20 and 22 had no comments. Site 21 was requested to show velocity on the plans and add rip rap in the channel due to the possibility that the area will always stay wet. Sheet 14: Site 23 had no comments. Carla requested at Site 24 to have the separate streams be called out for clarity (Site 24 A, B, C, & D) and to have the impact summary sheet updated accordingly with labels for tributary and creek names. At Site 25, Marla asked if both barrels are used in the existing double culvert. Jeff confirmed that they are and showed pictures from a field visit. He also explained that in order to add a Sill, that a design would need to be included for additional barrels due to the stream being a FEMA site and the restriction of not further impacting the surrounding homes in the floodplain. Marella asked if we were extending the triple existing cross pipes outleting to the rip rap at embankment near the culvert outlet (Site 25B), which Jeff confirmed we were not. Sheet 15: Marella requested Site 26A to install embedded rip rap in the proposed ditch where the existing 18" CMP will be removed to daylight the jurisdictional feature. The removal label was also requested to be turned on at Site 26A. Carla requested at Site 26B & Site 27 to have the two streams be broken out (Sites 26B & C, Site 27A & B) and updated in the impact summary sheet. Sheet 16: Jeff explained that the current culvert would be retained and two additional 7'x4' cells would be added parallel to the exiting one to provide additional capacity. Jeff noted the label on the plan sheet which states there will be a proposed 2' concrete sill inset 1' to confine normal stream flow to 1 barrel. No comments were made on Site 28. Carla noted that Site 29 should not be called out as bank stabilization. Marella explained that she would prefer the removal of the entire 24" CMP traveling to Naked Creek. Jeff explained that we have to stay off of the existing park property to avoid a section 4F impact. Sheet 17: Jeff explained that the layout of the system on sheet 17 has changed since 46 due to the removal of the impact on the park property. Since the existing 18" CMP will be plugged and filled causing dewatering of the wetland, it was requested to have the wetland be total take. Bill confirmed that the wetland can be called a total take without the requirement of ROW on the park property. Upon the conclusion of the 4C meeting, it was requested by Dave Wanucha to back check the bank stabilization call outs and ensure that each stream section has its own quantity on the impact summary sheet. David also requested to have a separate sheet compiled in the permit application to include where there are drop structures and which boxes will be tying to buried pipes. R:AHydraulicsVDOCUMENTS\R-2915E 4C Meeting Minutes.doc �-�E�p���,��Y North Carolina Department of Transportation � 5tc�1'111�vdteY Highway Stormwater Program :-,.J�!:`,.I STORMWATER MANAGEMENT PLAN --=-''�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34518.1.FR6 TIP No.: R-2915E Count ies : Ashe Pa e 1 of 3 General Project Information WBS Element: 34518.1.FR6 TIP Number: R-2915E Project Type: Roadway Widening Date: 4/24/2018 NCDOT Contact: Joe Dunnehoo, PE Contractor I Desi ner: RK&K: Jeff Meador, PE Address: 1000 Birch Ridge Dr. Address: g00 Ridgefield Drive, Suite 350 Raleigh, NC 27610 Raleigh, NC 27609 Phone: 919-707-6707 Phone: 919-878-9560 Email: IWdunnehoo(a�ncdot.pov Email: Imeador(a)rkk.com Cit /Town: Jefferson Count ies : Ashe River Basin s: New CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 3.54 Surroundin Land Use: Residential, Commercial Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 61.7 ac. 53.0 ac. Typical Cross Section Description: 4 lane divided highway; 4 paved lanes (total 48' wide), 8' shoulder on each side (11' with Existing 2 lane partially divided highway; 12' lanes, 2'-4' shoulders on each side (wider guardrail). Varying fill and cut slopes (see project XSC's for detailed information). Median in locations with guardrail), paint striped medians at some locations with turn lanes and varies between 6:1 grassed ditch and monolithic islands. Total roadway width varies from division at intersections. Raised median/protected turn lanes at intersections with 73.5'-92' candlelight drive and E. Main street. Annual Avg Daily Traffic (vehlhrlday): Design/Future: 19,400 Year: 2039 Existing: 15,900 Year: 2019 General Project Narrative: The project (R-2915E) is proposed to widen the existing US 221 from two lanes to a four-lane divided highway from US 221 Bypass to US 221 Business/NC 88 in Jefferson. This (Description of Minimization of Water project begins with the currently under construction R-2915D section. This project will have signalized intersections with Campus Drive, Long Street, NC 88/US 221 BUS and Quality Impacts) median/dedicated turn lanes at the intersections with Mt. Jefferson State Park Rd and Mt. Jefferson Rd. There are two major existing structures along the project; a 5'x8' double barreled culvert conveying Naked Creek (that will not be impacted), and an existing 6'x10' double barreled culvert also conveying Naked creek. This second culvert will have an additional (2) 7'x4' RCBC proposed parallel to the existing barrells. There are 9 pipes (sizes varying from 24" to 66") that are proposed to be repaired by the installation of a smooth liner. Additionally, there is a proposed dry detention basin at station -L- 718+00 RT to help minimize the increase in water at the exitsing 48" CMP under Mt. Jefferson road which later travels under the Walmart Supercenter. Efforts were made to minimize impacts to Naked Creek, specificially inside the Town of Jefferson's park property (Plan Sheet 16). Where excavation is necessary, coir fiber matting and rip-rap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. Measures have been taken, including reduction of pipe slopes, to lower velocities at jurisdictional features to non-erosive, including the use of drop structures which are clearly labeled on the plans. In an effort to minimize impacts to the project, the team used 2:1 side slopes with guardrail in stream areas where feasible. All of the design is within the New River Basin. Waterbod Information Surface Water Bod 1: Naked Creek NCDWR Stream Index No.: 10-1-32 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: + Other Stream Classification: Impairments: Aquatic T&E S ecies? No Comments: NRTR Stream ID: S-151e, S-151f, S-151 , S-151d Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e 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) I li¢;11�1��1y' North Carolina Department of Transportation \ 5tC�1'111�vdteY Highway Stormwater Program , j!I !�. STORMWATER MANAGEMENT PLAN ---- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34518.1.FR6 TIP No.: R-2915E Count ies : Ashe Pa e 2 of 3 Additional Waterbod Information Surface Water Body (2): Little Buffalo Creek NCDWR Stream Index No.: 10-2-20-1 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Trout Waters (Tr) + Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-135b, S-135c, S-135d Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator 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) Surface Water Bod 3: UT to Beaver Creek NCDWR Stream Index No.: 10-1-25 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Trout Waters Tr + Other Stream Classification: Im airments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-128a, S-128b Buffer Rules in Effect: N/A 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) Surface Water Body (4): UT to Cole Branch NCDWR Stream Index No.: 10-1-25-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters Tr + Other Stream Classification: Impairments: A uatic T&E S ecies? No Comments: NRTR Stream ID: S-130, S-132, S-133, S-134b, S-134c Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Dreins 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) Surface Water Body (5): UT to Little Buffalo Creek NCDWR Stream Index No.: 10-2-20-1 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Trout Waters Tr + Other Stream Classification: Im airments: Aquatic T&E Species? No Comments: NRTR Stream ID: S-136, S-139b, S-140, S-141-a, S-141b, S-142b, 5-142c, S-143b, S-144, S-145, SA, SB Buffer Rules in Effect: N/A 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 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) �-���}���,�jY North Carolina Department of Transportation � btOT111Wc1feT' I , ,..,.. Highway Stormwater Program `t�:.i STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34518.1.FR6 TIP No.: R-2915E Count ies : Ashe Pa e 3 of 3 Additional Waterbod Information Surface Water Bod 6: UT to Naked Creek NCDWR Stream Index No.: 10-1-32 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: + Other Stream Classification: Impairments: A uatic T&E S ecies? No Comments: NRTR Stream ID: S-147, S-146, S-148b, S-155, S-156, S-157b, S-158a, S-158b, S-159, S-163 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Dreins Discharge 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) � � � � � � � � � � � � N � / / � � � .3 O � � 0 � � � 0 � .— � w � � � � � .� �o aL N� ,T �_ ,- �� � � N � � � � � � O "�1 � � � 'V^ v J � O � •� � V � � O V _ , � Ses .5neer 7-u r or i naex or Sneers, v�eneroi ivo See Sheet 9-B For Conventional Symbols See Sheet 9C-9-9C-4 For Survev Control Sheets � ����� �� �� ���� �������� � �������� �� �������� , ,..., �.. , A=ne �o v P . BqB � LL P��P 2]1 4�f 2yQy�� oe6 � � 88 ` � rt .. � JEFFERSON B 194 �y S �4 R'� °i WEST 88 � JEFFERSON ia'R BUS MounlJe!`ersor z2� S�a�e Nalural Area �'P Ra ���� �. zzt a "a.r5e°� i � 0`�;5� o Fi5p1� � 16 coirco�,se�., ��" 163 (SR � 140) 1 Beavei Cieek e � �'� i �''a ' ' � �eR: Z ,9, zz, BEGIN PROJECT VICINITY MAP (NTS) ��4�'� �to� �� � �`o 3 T�\FEP GAP J�' � ry� ti J� � qb � �� w �„eK rso� cr umns SITE 2 4 � �SITE 1 v BEGIN TIP PROJECT R-2915E Z -L- Sta.668+25.00 ASHE COUI�TY LOCATI011L• US 221 FROM US 221 BYPASS TO 88 US 221 BUSIIVESS/11tC 88 I11I JEFFERS011t TYPE OF WORK GRADI11rG, DRAi11tAGE, PAVIIVG, WIDE11lI1VG, RESURFACIIVG, CULVERTS, AND SIGNALS WETLAI�D A1�D STREAM IMPACTS i SITE S � � SITE 4 �� %� � SITE 6 � �a�a . � s � w� a�v. � a �,m�„ ��e�� � we umus_ _ _ W� W� �_�-'- ��m�u �� i{m�i: ��� � cn Umn, ,������o W � \ � SITE 3 n � F' � � �0`� � � � � N � �o ��-9 �`' � - \ �O � �F S O,p a„�e�,no ^ �� <;m;,= SITE 9 Z� � � � � h ' LL ❑ �3 LL � N � Y �� �a I w r� � THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. SITE SITE 11 ,a� �%' SITE 8 7 �Q . O� ��� P >`��`c �� OJ � �_ SITE 21 y`3�� � SITE 14 Ps�' � SITE 17 SITE ]8 SITE 22 '�� srTE Is � 12 s�``�6, 1 ' PERMIT DRAWING �PQS � �� SHEET 1 OF 46 �S� -�_ 3 �o CANDLE GHT DR. SR 1251 SITE 16 �SITE 10 SITE I3 * PROPOSED TRAFFIC SIGNAL S2 A T SITE 20 %4 s SITE 19 * �G� SITE 23 y _ SITE 24 .1, sj. �3N SITE 25 9 FQ �� FF SITE 26 SITE 27 _ SITE 28 j� SITE 29— END TIP PROJECT R-2915E -L- Sta.855+00.00 `,m;n �m e�e�s e�s SITE 31 -SITE 30 �� � DOCUMENT NOT GONSIDERED FINAL UNLE53 ALL SIGNATURES COMPLETED J DETAIL A SPECIAL CUT DITCH � Not to ScoleJ Froni �� Ditch Natural � p'� y( Slope Ground 7�� p F\o� Min. D=1.0 Ft. -L- STA. 669+50 TO STA. 670+00 LT -L- $TA. 675+25 TO $TA. 676+00 RT -L- STA. 677+00 TO STA. 691+50 LT -L- STA. 767+50 TO STA. 772+00 RT DETAIL F SPECIAL LATERAL 'V' DITCH ( Not to Scale� Notvrol � � �C � Fill Ground 2.� D F�ot�e Slope 1 Min. D=1 5 Ft. -L- $TA. 729+50 TO $TA. 732+15 RT -L- STA. 741+50 TO STA. 743+00 LT -L- STA. 757+00 TO STA. 758+00 RT -Y34- STA. 11+00 TO STA. 12+30 RT DETAIL K LATERAL 'V' DITCH ( Not to Smle) Naf�ral b Fill Gro�nd Z�) p'L�� 1"iFt. Slope d Geole#ile �nderrip-rop Min.D=1.0 Ft. Max. d=1.0 Ft. Type of Liner= SEE BELOW 6=5.0 Ft. -L- STA. 670+50 TO STA. 671+50 RT, PSRM -L- STA. 802+00 TO STA. 805+05 LT, CL I -L- STA. 804+00 TO STA. 806+00 RT. CL B DETAIL O BERM BASE DITCH (Norro smle) b �� Noturol 1 RDWY Ground 7�� �'� d � Min. D=1.5 H. B GEOTEXTILE � Max. d=1.5 Ff. B = 4.0 Ft. 6=5.0 F}. Type of Liner= CL B Rip-Rap -L- STA. 721+25 TO STA. 732+00 LT DETAIL S SPECIAL LATERAL 'V' DITCH ( Not ro Smle) Fill Naroml p�? �ya Slope Gmund 2 J p F�°�` d Min. D=1.5 Ft. Type of Liner- PSRM Mox. d=1.5 Ft. -SRI- STA. 11+70 TO STA.15+16 LT DETAIL B LATERAL 'V' DITCH ( No� fo s�oie� NaNral � I ~' Fill Gro�nd � 1.� .L�� 1'�f. Slope D Min. D=1.5 Ft. 6=5.0 Ff. -L- STA. 670+25 TO STA. 670+50 RT -L- STA. 676+00 TO STA. 677+03 RT -L- STA. 677+21 TO STA. 677+50 RT -L- STA. 693+00 TO STA. 694+50 LT -L- STA. 707+50 TO STA. 708+25 LT -L- STA. 805+05 TO STA. 805+19 LT -L- $TA. 816+50 TO $TA. 817+75 RT -L- STA. 526+80 TO STA. 827+50 LT -Y36- $TA. 15+24 TO $TA. 16+43 RT DETAIL G LATERAL BASE DITCH � Not to Scole� �Noturol Gro�nd Z.� p �,�� 7�iFt_ Fill Slope I e I Min. D=1.5 Ft. I.�.l 6=4.0 Ff. 6=5.0 Ft. -L- $TA. 694+50 TO STA. 704+50 LT -L- STA. 705+32 TO STA. 707+50 LT -L- STA. 708+25 TO STA. 711+00 LT -L- STA. 796+00 TO STA. 797+50 LT -L- STA. 810+50 TO STA. 816+50 RT -L- STA. 820+00 TO STA. 826+80 LT DETAIL L LATERAL BASE DITCH �Notto Scale) Nafural I �- I Ground �2:7 p �,'� 1"iFt Slope d GEOTExnLE�� g Min. D=1.5 Ft. Max. d=1.5 F}. •when a �s < 6.0' 6=4 Ft. Type of Liner= SEE BELOW 6=5 Ft. -L- STA. 704+50 TO STA. 705+32 LT, CL B -L- STA. 797+50 TO $TA. 799+13 LT, CL B -L- STA. 809+73 TO STA. 810+50 RT, CL I -L- STA. 838+00 TO STA. 838+92 LT. CL B DETAIL P LATERAL BASE DITCH �Notto Scale� �Natural Gro�nd ?�7 D ti�'� ����' Slo d pe �eoiexiae �� B Min. D=2J5 Ff. Max. d=2J5 Ft. 'When 6 is < 6.0' B=4 Ft. Type of Liner= CL B RIP-RAP 6=5 Ft. -L- $TA. 711+34 TO $TA. 714+75 RT DETAIL T STANDARD BASE DITCH (No��o 5�a�e) Nat�rol Naf�ral G.00�d 2:� ,ti�� G.00�d d D Geotextile g Min. D=Vories Maz. d=Varies wwhen s�s < 6.0' B=4.0' Ft. e of Liner= CL 6 RIPRAP DETAIL C STANDARD 'V' DITCH ( Not b Scale) Naf�ral Natural Ground � Ground Z.� p ry. Min. D=1.5 Ft. -L- $TA. 734+90 RT, L=55', BEG. ELEV=3116.00, END ELEV=3114.99, 5=1.54% DETAIL H STANDARD 'V' DITCH � Not to S<ale) Natural Naf�ral Ground 2.� � Ground D �' d Geotextile Min. D=2.0 Ft. Type of Liner- CL B Rip-Rap Max. d=2.0 Ft. -L- STA. 740+00 TO STA. 740+37 RT, L=37' BEG. ELEV=3101.0, END ELEV=3100.0, $=2.7% -L- STA. 836+82 TO STA. 837+14 RT, L=43' BEG. ELEV=28720, END ELEV=287028,5=4.0% DETAIL M LATERAL BASE DITCH ( Nor ro smle) NoNral � Gro�nd �.� p ��� ����1, Fill Slope I o I Min. D=1A Ff. � � � B=2.0 F}. b=5.0 Ft. -L- STA. 788+50 TO STA. 793+00 LT DETAIL Q SPECIAL LATERAL 'V' DITCH � Not to Smle) Fill Noroml p�? �e� slope Ground ?:) p F\o d �eore=ile� Min.D=1.5 Ft. Type of Liner- CL B Rip-Rap Mox. d=1.5 Ft. -SRI- STA. 10+00 TO STA. 10+53 LT DETAIL U $TANDARD BASE DITCH � Nof ro Scale) Naturol NoNral Gro�nd 2:� D .�,�� Gro�nd d Geotextile g Min. D=Varies Max. d = Vories "When B is < 6.0' B=$ee below fype of Liner- CL II Rip-Rap -L- JIA. tl44+6Y u, s=u.n3� �=s�' _L_ STA. 763+26 RT, B=4.0', L=25', BEG. ELEV=3107.59, BEG. ELEV=2862.50, END ELEV=2862.35, D& d=2.0' END ELEV.=3104J2, 5=11.5%, D=1.0', d=1.0' -L- $TA. 765+60 RT, B=5', L=15', BEG. ELEV=3109.0, END ELEV=3108.5, 5=3.3%, D=2.5', d=2.5' D ETAI L FALSE SUMP ( Not to Scale) Median DiTch 9 -� 2 �.- (See Choh eelow) - , - 20' -►{ GI \ �- 5 - eic S=Diich Slope � Proposed DiTch � DETAIL FALSE SUMP � Nor ro scoie) Ouiside DiTch _ IZ p-I _ Traffic Flow ,p�� 20:� 'I f GI �- $ � etc. S=DiTch Slope � Proposed DiTch 0.0% To 2.0% I 20' I Over 4.0% To 6.0% I 40' D ETAI L FALSE SUMP ( Not to Scale) OuTside Ditch / Traffit Flow �-y - S=Ditch Slope DETAIL D STANDARD BASE DITCH � No� �a s�aie� Natural Nafural Ground ?�� .L�� Ground d � Gemextile g Min. D=1.0' Max. d=1.0' =when s rs < 6.0' B=VARIES Type o4 Liner- GL I Rip-Rop -L- STA. 771+06 LT, B=1.5', L=44', BEG. ELEV=3080.32, END ELEV=3085.00, 5=10.8% -L- STA. 780+92 LT, B=4', L=34', BEG. ELEV=3087.26, END ELEV=3090.O,S=8.1% -L- STA. 793+00 RT, 6=4', L=4S', BEG. ELEV=3035.50, END ELEV=3025.26,5=21.3% -L- STA. 812+65 LT, 6=4', L=24', BEG. ELEV=2907.0, END ELEV=2904.96, 5=8.5% DETAIL I MEDIAN V DITCH ( Nof fo Scale) Shoulder Sho�lder Point ? o� Point F/ � a� 'y'� yc orye^ ��o� -L- STA. 754+50 TO STA. 756+72 LT DETAIL N BERM BASE DITCH ( Not to Smle) I I NaNrol � RDWY Gro�nd 7�� �'� D � � Min. D=1.0 Ft. 8=4.0 Ft. 6=5.0 Ft. -L- STA. 714+50 TO STA. 721+25 LT -L- STA. 738+50 TO STA.741+00 LT -SRI- STA. 15+16 TO STA. 17+38 LT DETAIL R BERM BASE DITCH ( Not to 5cale) b Natural ,�.� � RDWY Ground 7;� p d Min. D=1.0 F. g GEOTERTILE � Max. d =1.0 Ft. B=4.0 Ff. 6=5.0 Ft. Type of Liner= CL I Rip-Rop -L- STA. 741+00 TO STA. 743+00 LT DETAIL V TOE PROTECTION ( Not to Scole) � ��� FILL NATURAL �'�,'C�� SLOPE GROUND d F GEOTEXTILE d=1.0 Ft. Type o4 Liner= CL B Rip-Rap -L- $TA. 711+15 TO $TA. 714+00 LT -L- STA. 768+50 TO STA. 770+30 LT -L- STA. 793+50 TO STA. 795+42 LT 2' � Proposed Difch DETAIL E SPECIAL CUT BASE DITCH ( Nm to Scale) ( Ground Z:� D ��o�te� slope d oa�n Geo�e�+�le B Min. D=1.5 Ff. Max. d=1.5 Ff. B=4.0 Ff. fype of Liner= CL B Rip-Rop -L- STA. 839+00 TO STA. 841+77 RT PERMIT DRAWING SHEET 2 OF 46 DETAIL J STANDARD 'V' DITCH ( Not to Scale� Nol�ral � Naf�ral Gro�nd � Ground ?.� p �,. Min. D=2.0 Ft. -L- STA. 700+00 TO STA. 701+29 RT BEG. ELEV=3068.15, END ELEV=3067.75, 5=0.3% DETAIL W $PECIAL CUT DITCH whiINGE ( Not to Scale) Naro�ai Gro�nd � T .� o� Front � A7 D F�O�e� S�loch pe 6.0' I�- Min. D=1.5 Ft. -L- STA. 720+15 TO STA. 723+50 RT -L- STA. 726+00 TO STA. 727+50 RT -L- STA. 761+50 TO STA. 767+50 RT -L- STA. 774+00 TO STA. 783+50 RT -L- STA. 841+77 TO STA. 849+50 RT DETAIL X 'V' DITCH � No� m s�oie� Shoulder �� - Shoulder Polo1 IS. �� Potnr F/or�o� �y'� �e� �e F\o -L- $TA.743+00 TO STA. 751+50 MEQ�LT DETAIL AA SPECIAL CUT DITCH �Norro s�aie� �C � Front a� Difch Narural A�� e� Slo Ground 4'/ D F\p� Pe d Min. D=1.5 Ff. Type of Liner= PSRM Max d=1.5 Ft. -L- STA. 783+50 TO STA. 787+00 RT DETAIL Y $TANDARD BASE DITCH Na ur ( Not ro Scale) G °�nd G�o��d Rip-Rap Z'� 1'�1 Entire Slope Geore�ile g B=4.0 Ft. . of Liner- Class 6 Rip-Rap -L- STA. 776+71 LT, L=50', 5=0.3% BEG. ELEV=3093.65, END ELEV=3093.50 DETAIL AB RIP RAP AT EMBANKMENT ( Notb Scale) l0'm Outlet 1.0'mi� 18„ Stmcture GEOTEXTILE Type of Liner= 15 TONS, CL I Ri Geofeziile= DETAIL Z 10' WIDE BERM ( Nof fo Scale) � 4:1 4:1 �- � Distance Varies Depending Upon Specified Elevafion T��/ ��\ D � D=Varies; Distance \\�� L wesl Polnr fr m Top of Berm }o �� in Nat�rol Gro�nd lowest conirol point -L- $TA. 693+00 LT, TOP ELEV=3079.5, D=2.5' -L- STA. 697+57 LT, TOP ELEV=308S.0', D=2.0' -L- STA. 704+50 LT, TOP ELEV=3087.0', D=2.0' -L- STA. 711+00 LT, TOP ELEV=3102.5', D=3.1' -L- STA. 802+90 RT, TOP ELEV=2964.0', D=8.3' -L- STA. 812+30 RT, TOP ELEV=2928.0', D=2.5' -L- STA. 816+50 RT, TOP ELEV=2914.0', D=3.1' -L- STA. 827+50 LT, TOP ELEV=2887.0', D=1.6' DETAIL AC 10' WIDE BERM ( NoT To Scale) � 4 1 4:7 `i r- Distance Vpries Depending Upon Specified Elevafion-�r-� � D , D=V ries; Distance \�, ,L --- - Lowest Point from Top of Berm to �� n Proposed lowes} con}rol point Go� D�kh �TYP.) -Y36- $TA.16+94 LT -L/US 221 BUS- STA.849+62 LT -L- STA. 675+25 RT, TOP ELEV=3031.0', D=2.1' -L- STA. 767+00 RT, TOP ELEV=3117.0', D=1.8' -L- STA. 761+50 RT, TOP ELEV=3108.0', D=2.5' -L- STA. 765+00 RT, TOP ELEV=3114.5', D=2.4' -L- STA. 844+00 RT, TOP ELEV=2870.5', D=2.5' CULVERT @ -L- STA. 838 + 56 PROPOSED CULVERTS FLOODPLAIN BENCH DIRT W201R FIBER MATfING (TYP.) EXISTING CULVERTS � EXCAVATE TO � EL. 2869.6' � ' ' NATURAL - r--�---� .. RIP RAP CLASS I ir--7---7 -- •GROUND W/GEOTEXTILE FABRIC i i 'I I Q. (TYP.) ? i i n/ l � � RIP RAP KEYED-IN 1' BELOW �`i BENCH (TYP.) RIP R.4P KEYED-IN 1' BELOW PROPOSED 2' CONCRETE SILL STREAMBED (TYP.) INSET 1' INTO EXISTING BASE 10' EASTERN BARREL OLITLET CHANNEL IMPROVEMENT LOOKING DOWNSTREAM (NTS) LENGTH = 58' PROPOSED CULVERTS FLOODPLAIN BENCH DIRT W/COIR FIBER MATTING (TYP.) ________,EXISTING CULVERTS � EXCAVATE TO EL. 2871.7' --IyAIUBAL---- RIP RAP CLA55 I \`� _ _ _� _ _ _', � y� GROUND W/GEOTEXTILE FABRIC i d "� (TYP.) a ', ', ',I � � i RIP RAP KEYED-IN 1' BELOW RIP RAP KEYED-IN y ti BENCH (TYP.) 1' BELOW PROPOSED 2' CONCRETE SILL STREAMBED (TYP.) INSET 1' INTO EXISTING BASE 10' EASTERN BARREL WLET CHANNEL IMPROVEMENT LOOKING DOWNSTREAM (NTS) LENGTH = 75' �PERMANENT CHANNEL EXCAVATION TOTAL CHANNEL EXCAVATION = 485 CY TOTAL CL II RIP RAP = 255 TONS TOTAL GEOTEXTILE FAB. = 270 SY DETAIL AD � BERM DITCH z � Q ( Not fo Scale� W� u = 5.0' 4�0' VARIE 2.0' ♦ t0.0'v.C. z'� D �� Min. D=1.0 Ft. -L- STA. 734+00 TO STA. 735+00 LT DETAIL AE BERM DITCH ( Not b Smle� Z OF uF 5.0' 4.0' VARIES 2.0' �-- Z,� D ,L.� io.o' v.c. d Geoteztile Min. D=1.0 F}. Type o4 Liner= GL B RIP-RAP Maz. d=1.0 R. -L- $TA. 732+00 TO $TA. 734+00 LT -L- STA. 735+00 TO STA. 736+00 LT PERMIT DRAWING SHEET 3 OF 46 DETAIL AF PIPE OUTLET CHANNEL � Not to Scale� turol �� k+sN�z:i ao P�� - ro�nd - ��M1t� 0 Geotextile * Geore.tile CHANNEL BED �vadabie� Class I Rip Rap -L- STA. 675+55 LT, L=14' -L- STA. 702 + 52 RT, L=11' -L- STA. 704+71 RT, L=10' -L- $TA. 711+37 RT, L=20' -L- STA. 742 + 12 RT, L=10' -Y35- STA. 9+49 LT, L=22' -L- STA. 762+56 LT, L=10' -L- STA. 763+56 LT, L=20' -L- STA. 768+48 LT, L=14' -L- STA. 788+24 RT, L=8' -L- STA. 804+92 LT, L=30' -L- STA. 816+26 LT, L=18' -L- STA. 827+06 RT, L=10' -L- STA. 832+60 RT. L=10' � 6 � � C o� � � � �: �\ � / �� o � \ �,_ X � � \ O '���' : r � �o � ��, �.> \RjA -RETAIN PROPOSED SYSTEM / IN R 2915D AND TIE PROPOSED DITCH _ '/ -L- ST�A. 664 50 LT -Y-_--�� _ C � ---�.__ � _ i _ �� C SPECIAL CUT DITCH � ` SEE DETAIL A � � � � � � � � � \ � \ �\ ' ma'� _-�, ` ` __. . '�.- \�. \! �� \\ . ` i — � �� \ ����c� . - � � /�/� / � r \ �A � ) ` \\\\.. � �\ e S \ / £ c \ �z � ���� o➢ h � � mm \ FIRST COMMUNITY BANK � R-2915D TO BE CONST. BY OTHERS �\\ \ � \ - `l � =� RETAIN � REMAINDER � OF PROPOSED -- SYSTEM IN R-2915D 0-4.44 fs �� � ... 0-1.42 fVs � _� REMOVE DI& PIPE-`-- - - - �N R-2915D -� -_ -_ __ � �� � f � —�—��--c, `> --� ., �� \ ��� SITE 1 ��-n__ 3 . i \. D SEE INSET B < � u � Q � i � 12001 � �� �� :� ����5 _\� � ElpcxisriNc a� � � \�\ / �� \ � � � \ � 5(i . \ � __--__ EXISI/NG R/ � i \ ��� :I � _ \ � � S w \ R � SR \ I � � FD � . P 1�\ //5o CqE �ENT `i cR k� � ��� ���� , ca • � �. 0 : Ex�sr�m� a� . ; ,. _ ,w ��-� -, I KENNETH TIMOTHY PARSONS \� R � HUSBAND. AND WIFE BETTY WADDELL PARSONS ti'�R ,' p WANDYKA TIN BKE -F O � � � i END TIP PROJECT R-2915D � ` �� —L— POT Sta. 679+90.00 `+ --- 3 � � � SITE 2A D V10=9.3 Ws ��42" RCP-III � . , (BURIED 0.7') �,,� �� , , \\�� 20 TONS GL I RIP P' ��J R�O � \� WON BANKS�ONTLE w H �F�� � � SEE DETAIL AF � '� � F ._. - _ � � � 30" RC _ �_ __ ._. ... ._.- _-. -- ._ . _...__ �'� — __��__ _ __ _—� � . �, F ..:..— REMOVE EX -/ � 24" CMP p n p ��/ _ J_ ...,..... 2GI-A _ >- � i5`;R II�- 2GI ,� _-" ��� \ �� REMOVE 2GI 24 ATERAL V DITCH � � AND PIPE FROM WH4 5Y PSRM . � PROPOSED DRAINAGE SEE DETAIL K '.- ���'' \ IN R-2915D � � REMOVE 1B � / DITCH �.� 2 TONS Cl B RIPRAP - ��\ �I \ AND PIPE FAIL B W!7 SY GEQTEXTILE � I IX., — I w � c ---� � ° ' � I . �. ��-��---� SP.CUTDITCH .................-- � � � \ e � . -� SEE DETAIL A l �_ �/ - _�_��!/\ h � � / z� C ,.T � , � � � � — -- ; -- � , �`K� � ��'� � 7, 5 � ,, � ~ \/ �.` /' � / 2S � w,� ` / O � �,` µ, 3 i�� � � � , �, �� �� i i � + '/ � � /O BEGIN TIP PROJECT R-2915E -_.___��=-�"� �� � � 4 -L- POC Sta. 668 + 25.00 X� � � X�X� + �RRY D. BOOTH x 5 aS � k� A—A B—B C—C D—D E—E F—F \ 3.0' S.0' 3.0' 12.0' 16.0' S.0' �T� O.r 0'--�-�___ �� ��T O.r 0—' ��-�___ � O.r 0' � �T O.r �25--, ��� O.r 2' � ��T Or 0'--�___ ,�� O.S�I � �/ O.S�I � f/ 1.0'� 3.0'I \ f'/ 1.0'� O.S�I � f/ l—�J_/ J—V_/ J—\�/ J��� J—V_/ � F�--i i�---' ��--� ��--� ��--� i�---1 0.0' ROADSIDE 0.0' INFALL 0.0' ROA�SIDE 7.0' OUTFALL 8.0' INFALL 0.0' ROADSIDE — R-2915D PROPOSED DRAINAGE 25 0 25 50 PERMIT DRAWING � DENOTES FILL IN SHEET 4 OF 46 WET�ANo SCALE FOR INSET oENOTes IMPACTS IN SURFACE WA7ER SO 2rJ O rJO �OO � DENOTES MECHANIZED �' �"_I� GLI CLEARING SCALE � DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � \ \ � / / i � �Sp�� � `h � , � � >S� N P ,-.; �_ , .. _., J�"`u � SEE OUTFALL `�'���ANALYSIS PACKAGE \ �� \ �; \ '( �` � PROJECT REFERENCE NO. R-29/5E RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER �\ ____ - — -- _ � W W � ------ N �, _ � _�-- w / . .;a„ RCP-111 (i� / / _ C � C � 24" RCP III .. _ I- __ - � .� _ ... . — _ REMOVE - - - - - --- REMOVE ° - 2G A � . � . � _� . ... � - - � -____-- � - - - = - SPECIAL CUT DITCH � 2GI-A REMOVE SEE DETAIL A �. N SYSTEM PLUG 8-� ..',n � _ ._ - - _ - . - - �-"'FILL W/FF � - - — — — � � -� �_� - _ __" 2GI Q — � _ n — J = 1 Y- LATERAL V DITCH ---- z SEE DETAIL B I�...... �� 2GI J /f=--..�CP 2GI � �/ � ' � � F � C � U \ Y ��� �� ��� �Q _._- * � 2 TON CL B RIPRAP �� -_ - C 'K � W!7 SY GEOTEXTILE � � � � � � j SEE INSET A y Q,o=,;� �fs � - S�.�E 2g � '. vio=i.oe tva � E y/ -.:. ��� �+ \ N fn-J � � � - � � � ' i�isTwG aiw � � � i � � qg•WW SBW / r � � _ .-� ` // X�___ \ F ��_ % ��`� �k - -%�' � LOWE'S HOME CENTERS, IN ��� RiC �fC P�. 1919) 87855v"C 500 Ritlgefieltl ��ve Sui:e 350I Faleigh. �orl� Caml�ina 2]609 1960 NC LicenseNc. F�0��2 Englneers I Conslruc�lon Menagers 1 7lenners I Scientlsts rrv.rkk.cam RA=�o�s��e Peoo�A � �,Pz���Aso���o�s I NSET A � 6 � ro � � a c 0 �i v m s a �� i ���� co � c - � � �`:: �/ // / i 'i' �' k �� k � � ll � ' ' � � % � Y`' � I N S E T A � \� � SEE OUTFpLL I / ANALY515 PACKAGB � � / � � /P I � r � � � � �FIRST COMMU Y BA K M � I I �o � � 1 ��' ' ;, ,�,��\ "s' o ' � \ � ��� � �� ,: � R-2915D TO BE �o� �: � 0 � � � � � � � �� CONST. BY OTHERS � °�' BRAD . � � � \ > �o ! � � �`�q �r. , � �i'c �� � RETAIN PROPOSED SVSTEM - � � / IN R-1915� AND 71E � �C \ F i q PROPOSED DITCH � li � ��t �� � �' _ ��� s° 6°9 �° `��-----__ � � � � �� ��' � � ��_� SITE 2A ;�`;r �T— � SPECIAL CUF-DITCH �` ��- - \\\\� V70 9 3 Ws ;� ( URIED PO I7') r' \ � SEEDETAI4A. � �� -- SEE �INSET B � \\ _ � \ / �� � � �� � � _ � � � � � � � � � � / \ � � � ,_ � � � 4 � V �� C \ I �\\ \\ , �! \ ` ._ ... \ \ � W 39� YS GEOTEIX LE � / H RFMO�F } j. - - � ON BANKS ON ' - � v- � � � � . ... � � SEE DETAIL AF ��''� � F f \�`�\�„ � ` I _ � ._... .. _ �' � � \ 0 RfP 111 : i 3 � �. �_ — _� _ __- � _ - �---- REMOVE �.� � �"'S�\\ ���'�_ _._— B2GI, — ..... _._.._ ._.. _.__. .--._.__._. � 24"CMP � OIN ROE SD � � \ \ ... . � Q-0-4.42 hhs REMO � -- �r F �_- RCP-II -- _-[_- � _ � _ _ - . _ �OO �i . . RETAIN _ . _ _ _ _ _ 9 VE DIS PIPE�-- 1 �. � . — � 915D � -- - - - � �N R 2 s•. * -- -- �c� - �° - - -- - - ��� � � " i � �' z �. � >� � - — PERMIT � y� /15^�R II � � I � IMPACTS FROM �" `+�✓s� `�'�94 ETnIL K � R-2915D � ReMove 2�i � -_ e � - �- JB \ -`LATERAI V DITCH y ' AND PIPE H2OM _ � / SY PSRM PROPDSED ��DRAINAGE �/ SEE D � �� IN� R-2915D REMOVE JB- �/ . � ��. $EEADEi-AI�LI B H ZVY/7 SY �(�3T� �' \ \ '1 I AND PIPE 4 �. B - B IPR4P' � � � �XT14E � � � I �=� � I J � G � � � � � �' a I j ��-� - / SITE � � I I � �--_�___�— SP.CUTDITCH --�.._ �`�-+. � ` _ SEE DETAIL A �/ . _.__ ..._� -�__ �� � ^� �� � i ; � / . � \ $ �� / ..... '� 1 , � ��.., .. _ ._. . ""__ __ ___` _ � t �G= . C p �. • —,� � k . ,--- � A � �(( X.' +.. � �v'O � � �__ GR____' f" \ / � \} .\ � �� � :.���. � ���..~ � ,� � \; , . . k. . �� . � � . c � � , � � '�. �� .. ,� i ., � , ,,:;: - . , , � �� _ i . � � . � ��,, ; - ' � � �. . e:- . . -_-�_ � -- - �- �--OZOC i i i ' ' , / . . �� � Q �'�L —� ,,-',�� � E3 BEGIN TIP PROJECT R-2915E ' T�--�R=__=:----' � � ___ —L— POC Sta. 668 + 25:00 °�°£�_� �� � o� + � -- � -- � --6A�IL900TH_.— _-�\ .________ _ sgF k=/ -- _ --- .. _ _. - _ . - . --�. _ / � . . _._ ._..._._\\, � � \ \ A-A B-B C-C D-D E-E F-F 3.0' S.0' 3.0' 12.0' 16.0' S.0' O.r 0' � �,}O.r �0'��� �� Or 0' —� Or 2 1 O.r 2� �,}Or �0'��- /�� 0.5� O.S�I � �/ 1.0'� 3.0� 1.0'� 0.5�I � �/ L\�_/ �� J��J L\�_/ 0.0' OADSIDE 0.0' NFALL 0.0' OADSIDE 7.0' OUTFALL 8.0' NFALL 0.0' OADSIDE — R-2915D PROPOSED DRAINAGE 25 i � ?5 � PERMIT DRAWING � DENOTES FILL IN ■-r�rrC T SHEET 5 OF 46 �✓ETLAND � � � � � I SCALE FOR INSET DENOTES IMPACTS IN SURFACE WATER SO 2�J O SO �OO � DENOTES MECHANIZED GLI ` � `** CLEARING — �' �O � SCALE � DENOTES TEMPORARY - � _� �,�/�S IMPACTS IN SURFACE WATER �--- - ---____ -� ---------� O J! NP ��nt�. � � \ `( \\ �' \ \ � Exsr, � �S Ri F� W / / PROJECT REFERENCE NO. SHEET NO. R 29/�� 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER / \ � __ � �-,: �— --- �' � � � 1��\ , �� a-�� ��so �RF �E� ' ; �_- / / �i `> � � � Gq .. � ` �G � � \ _ E�F�a�w . . \cR � \ � � �� V��� -090£ _'i: P� 71N BAKE.. � � .. ,�� ��A Kf�F o ` � �� tOJECT R-2915D • � ,, ;; �. 679 + 90.00 \.�� ' �, �-- ,� � _� � ��- �n � , 3��. ��� - �� .,.._ _ . - � ( ri W o \ --_� u� o � — _ _ „ �,— N , c _�_ ___ - - W , � _-_ � _,,,, -- , � � ti, _ _ i / - - -- - :- , , �g RCP-1l1 (f'i _. ____ .. / :_.. � - _ . � � ..6.... -_- � �C.../24"RCP-III . Y --. _-_ - O �.__ _--- � . REMOVE . �-- 2GI-A O � ' � �EMOVE " - . <--- � SPECIAL CUT.DITCH ` -����--- - .. � 2GI-A REMOVE SEE. DETAIL A N s SYSTEM .. � - - - - - PLUG & '� �n � - - - - ��--'FILL W/FF --- _ __—_ _ _ __ � ..., 2GI Q y— - N " 1 - J I LATERAL V DITCH --- z SEE DETAIL B - �� �� 2GI � /�� G e 2GI � T I � � _ �/ I � I I i� F � � -�� , � � - � * � 2 TON CL B RIPRAP `�. � � � � C \ i_�� * W/7 SY GEOTEXTILE � � ��� - L \ —__-----�_� i i /��'i A , �' , . _ � Qio-vz �� � 'I 1 � � ��� . � � � V70=1.06 fVs \\ �� � J �E� �,� '.v.. 1 I I`, I \ \ 1 1 �1 ( �l \\��1\ \ 1 I �., -.v -- - - \ \\ ' \ +� \ �. % f�,� �i w// �� %� �/ /� RiC �![ �'.�919�b7&95E0 900 R'Egaf I. 7 Ive Su ta 35� I R'le gh, NoM1h C I' ' 276 9-3960 \CLcens N _F-0112 Engineers I ConsWc�ion Managers I Planners I Scien�is�s www.rkk.com R�oo�=��e Peaa e � �rea���e so���o�= � � N � J J � � w � � � � �- N � N � m 0 N � a 0 � w � S � w � � 6m h�� �_� ,� �� �,� � 150 140 130 120 110 100 90 3025 3020 30/5 30/0 3005 �� - - � J 3000 2995 3020 30/5 30/0 3005 3000 2995 2990 3030 3025 3020 30/5 30/0 3005 3000 � � , 2995 2990 3035 3030 3025 3020 30/5 30/0 3005 3000 2995 2990 2985 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 $0 90 100 „OPERMIT D3RAWING ,50 3025 3020 30/5 30/0 3005 3000 2995 -L- 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 3020 - - _ 30/5 30/0 3005 3000 2995 2990 3030 3025 3020 3015 30/0 3005 3000 2995 2990 3035 3030 3025 3020 30/5 30/0 3005 3000 2995 2990 2985 90 100 110 120 130 140 150 � � N � J � x w � � w � �- N � � ` m 0 � N � � � � w � s � w � , 6m h�� �_� ,� �� �,� � 150 140 130 120 110 100 3065 3060 � �I �� �I ��� 30�--------------------� 3050 \ \ � 3045 3040 3035 3060 3055 305fT— — — 3045 3040 3035 3030 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 ,�� P E RM I T D I<f1W I N G 150 3065 SHEET 7 OF 46 � �^------ ---------------- � ----------- -------- ---- / � �. � � � o �1 3055 ��� 3055 3050 --------� \ 3045 � � � \ 3040 _ \ � � 3035 3030 3055 3050 3045 ----- � 304�--------- �� 3035 `\--- 3030 3055 3050 3045 3040 30�__ ----------------------- �'�� ==�- ---------� -- _-- c.7----�� _-- 3030 " ?030.6? 3025 3020 — — — — -- ---- ---- i --- 150 140 130 120 110 100 90 80 70 60 50 0.050 i 5°� 0.050 3055 3050 ����' —� — ------------------- �------------------- -------- �3Q45 ,—�050 ----�-- sei � ----_. ___---- � —��___— �'� — — 3040 3035 3030 _u.u�� ,.� �e, � - ----� � � --r --- ----- __ --- � --- ------ — --- � _-- ---- — � 3034.67 ��� -- SITE 2B OA50_ __ __L_. S°/ 6 046�1 0 050 i—�__ —r � --------� . � - ------ -- L_ — �.� ��-------- — �---------- ----- �---5./ 3G33D9Z���-�—� '--_ '------- D.P. 3035.975 — -- 677 + 00.00 -L- 40 30 20 10 0 10 20 30 40 50 60 70 80 90 3055 3050 3045 3040 — — — 3035 3030 3025 _ _ 3020 100 110 120 130 140 150 3050 `. 0.050 ___ OA5g__ �e/ — -- -- -- 3045 �045°05 3040 I:::::::::I ::::::::: ::::::::I 3035 : :::�� I I I iliiiiiiiii�iiiiiiiii�iiiiiiiii�iiiiiiiiili iiiiiii�.iiiillll�lll 3060 3055 �-------------- �� ---- ------- � � ------------- ----3050 � � 2� � 6.25��I �'� 0.050_ _��_ 6�l 3045 �----- — -- �--=r ---__----- � � � � 3042e81 3040 �0 3035 (1(1 3030 3055 3050 3045 3040 --- --- 2v� ----------------- 3035 ?f ------- � �; 3030 � 6 � A-A B-B C-C D-D � 15 0' 16.0' 4.0' 6.0' ' ��� O.r 2 ' � — Or 2' —� -_' r�0.25-'� �� ,.a�� 2.a�� �.5��� 2.OL\ I'/ �JJ �JJ 4.0' OADSIDE 4.0' OUTFALL 1.0' OUTFALL 4.0' OUTFALL E-E F-F G-G H-H 5.0' 16.0' 3.0' 10.0' O.r 2' � �,'O.r� 5' ��- � �O.r 0' � �� O.r� 25-��g� � 0.5��� 3.SL\ I/ 0.5�� }/ 2.0'I \ f'/ �� �� ��� .� .�__� _�__� ._�__� 1.0' OUTFALL 5.0' OUTFALL 0.0' � OUTFALL 4.0' OUTFALL GLI PERMIT DRAWING SHEET 8 OF 46 � DENOTES FILL IN ZS O 2S SO wETLAND DENOTES IMPACTS IN SURFACE WATER SCALE FOR INSET � DENOTES MECHANIZED rj0 Zrj � rj� ��� CLEARING i�rr� + i , , , , , I � DENOTES TEMPORARY SCALE IMPACTS IN SURFACE WATER --- � � ' LATERAL BASE DITCH '� _ - - _ - � — yyW FENCE 5EE DETAIL G -- - _— � _ � � � _ � \ _- � � � - � * � JB w/M 1 E" �I1C/ �/�,,-'. � I` -. � _ �30" R� � i� � � � _ �= - �s�S= � �� , INSET A O + O � LATERAL BASE DITCH SEE DETAIL G �� � ` � � � -� � - s. ___— — —�_ ' .— _ ����-- — — — — — LATERAL BASE DITCH _ , X �- � -- -- 1B W/ W SEE DETAIL GqEGIN _�_ ��� �--� ' SLAB LID .- _._- � _ -- � � _ W FENCE � '" L — � � � � �� - . J�—.� ..!_��-�� �� ___� I � __ � � _ _ _ — _Y-- W f ___-- A � N -L- � � z�i - � -1- -- _ � _---_ 2G _-.-_ _ ' __ __ ' __v - - _ _ _ _ _ _ ___� i - -_ ,_ _ _ . _ - - � ___� _ 2 - .. ____..- _-- _ � _ --- — � ----- Z __ ' S�TAN . � Q _ -___ ' F 2�ELBOWS .\\\�---V10-5.5� ��\ _ w F � r � �� � DARD V DI76H N ��� . SEE DETAIL J ' �g ____ - � ,�,, i ' �_.� :, � . �_ _.... �h . � / / i _ �. . � '-'1M W _ _ -_. _ _ * , *1t � {F 1F 24" CSP ` 2 ELBOWS SPRING BOX I NSET 6 1B W/ SL4B LID ` —��� ./ DROP-STRUCT. ' � (DROP�DEPTH=1.1'I SEE -___ INSET B -- - 11 TONS CL I RIPRAP � ---' � �' W22 SY GEOTEXTILE F ' RCP III � ON BANKS ONLY "— SEE DETAIL AF �� 2 TONS CL B'RIPRAP �,'� ll TpNS CL I IPRAP� ��' � � . W!7 SY GEOTE L€ s �� W22���SY GEO �%TILE / - � ,� V10=51 f� �i F 5 - , 'k ( `J - ON BANKS- �NLY E ��� �i W W000 �� "-�k _ / ' SEE pETAIL F _ � �g Z-. t. 10 'Z,�7 cfs r � � ��', _ n . /' � � � �o � a � . vio i.a8..ws i:. r- � �%'- . -�s�s � ` .--- r�;,,. _ ` \ �-'� SEE INSET A r �� �� : � � � � _ = Exs1N� %w _ ��� �_-_ --^ -__ ._�.., . . - MIDW . � �, . � _. . . . 1��5��""` c,,l <' .' ' , � � AY BAPT� � SITE 3 — i � � � � ,I.�RQ�P �`t, WIFE.THELMA W. DIJVALL MIDWAY BAPTIST CHURCH ' �� � -�:! i � � j �> � � i � � ,.; � � � �SF � � � o e�S ej ����/ � �+�, � � B57 P �;�. �. �/ . 4Y '.=�OPF— _ ,..a t��A + � _ f3 � �Q� � �� � � / � _ p \ � j i :�/' / C! � - - c �-A� � // P // // �_x ,� ,__1T� —� w � � 28g P � Zq S� 6 ��. DIP �� �� � ,_'___ ..-.. O � . __......- O � �, --�� _____ _____ � - �� SITE 4A LATERAL BASE DITCH Wi52 TONS CL B RIPRAP, �\ 134 $Y GEOTE%TILE / �t � $EE DETAIL L '��� � a _ h � � � � �-�.-- �_ .. _ , p ` �, _ � . " '�� W -- h �G — O ' + r _� Q �--��...� __-= ^ ........ ` Q - -III SITE 5 z4 �SP � --- i �' ,x.*L� _��� ... 2 ELBOWS `` � ' y # � � .... � �.�' _ - '� ' * f.__�i 1 , J8 � - � r, _... I J � . w/MH� F�� , � �' r L4TERAL V DITCH � � \ � �, �7 �',�W 46 S ONDE AILB�RIPRAP 5 � � � '� � DROP STRUCT. � � I, ' SITE �B - \� 118 $Y GEOTEXTILE � (DROP DEPTH-5.8'� ��� �/ . TONS CL B RIPRAP ` � 10=12.28 cf W�4 SY GEOTEXTILE 2 � ___ �-------�� ��� � - V10=1.42 Ws � � � �� l �7' Gi" � �� . � � � _ �, � _ <- � - �� �t.r � � � � ,� Z:Y\ ` 'x���'` /� � -- k � y� � ��� �� � � " , ��/ p �� � � ° _� 1 � WILKES NATIONAL BANK 4y � � � �? � `i / �} �� R. E. WOODIE AND WIFE Sr � NANCY LANE D. WOODI� � ` ` EIP `� NA� NSRS 2� 0- PROJECT REFERENCE NO. SHEET NO. R-29/5E 6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ � \�P �� SSgyy k � � L( LATERAL BASE DITCH �� '�� SEE DETAIL G GARY AND JIJDY BA� } PDE —Nj� � � � - � P�F � _ � A }- i � � _ �\� LATERAL V DITCH PRpp 47„ ^ —_ �-�--�L \ � SEE DETAIL B Wy� ' SPkING BOX � � � \ ` � / ENCE � �-. ,I . —_ ;_\ , .._ � S�L BASE W 12" CSP � - �ETAIL GTCH ._ � ` � Q �J� � �W- ��) --_ ___� � � - �° �,� � _ �,�- ���—,,_ za"cac BST pq > �, \� �fj a/ I ���A� � - o "l II ! I ��� �� ,', / ll���i JEF�z HIGH COUNTRY BANK �� � P: (919� 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 Engineers I Cons�n�ctlon Managers I Planners I Scientlsis FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 `""`�`""C0"' FOR -L- PROFILE SEE SHT. 19 aesoo�,���e�eooiaiaeai�esoi�oo�s � 6 � � � m A-A B-B C-C D-D 15 0' 16.0' 4.0' 6.0' '�' �����- � O.r 2 ' � - Or 2' —� -�� r�0.25-'�sz �/� 1.0' �\ '/ 2.0� 0.5 � 2.0'I \ I'/ �L/ J��J J—�J_/ 4.0' OADSIDE 4.0' OUTFALL 1.0' OUTFALL 4.0' OUTFALL E-E F-F G-G H-H 5.0' 16.0' 3.0' 10.0' O.r 2' � �,'O.r� 5' ��- � �O.r 0' � �� O.r� 25-��g� � 0.5��� 3.SL\ I/ 0.5�� }/ 2.0'I \ f'/ �� �� ��� .� .�__� _�__� ._�__� 1.0' OUTFALL 5.0' OUTFALL 0.0' � OUTFALL 4.0' OUTFALL GLI PERMIT DRAWING I N S ET A SHEET 9 OF 46 � DENOTES FILL IN _... '� � .. � ZS O ?S SO WETLAND - _ ...... -� _ .. . , :.� ��� , '-� �" ; - �DENOTES IMPACTS IN -� / `3�/0�� SURFACE WATER � . SCALE FOR INSET - /i� — � ' ' + � DENOTES MECHANIZED - �,, � i SO 2�� + J O � CLEARING j 0 � � / , , , , , I � DENOTES TEMPORARY � p �„ SCALE IMPACTS IN SURFACE WATER �.- � �3100 �X�X / � M _ _ ... .... - -_ _> .. -_ -- - - - - -- - � n - , — -- - _ � � � _—� , — � � - -- -- � . _�J� i'� � � 3(OQ - .. ---- ..---- -- '����_ -- - --- , _ � _--'"' ,r..� .. �--- ---- -- - PROP.47" ----�� --- LATERALBASE�-DITCH JAM � WIFE.THELMf� W. D�'VALL / _ V". Dlp � ' - yyyV FENCE � ____________ _� , --,-___ LATERAL BASE DITCH � _ ...�_. .. i _--' _ - - � ..� SEE DETAIL G _ ; � ,--' ...- - _� , _ - ____ __ _= T� _ : " _ ' _� � . - / _< _ . � � ____ �;. � � � T �—h �w ��� � - � � �— �� � li�i .... . . _ - z-� �-_ .. - .--`T� - --- - . _ � � � - - - -_ .� � - ,,_- �. � -_�- ..-- . 2 4„ CSP ....F___' _------ -�2 ELBOWS . . L4TERAL BASE DI7CH .._ --� -X -'- -- 1B W/ ' W SEE DETAIL G . _.__ -_ _-L -- � SLAB LID � . SPRING BOX BEGIN - - ; W FENCE � � � � y� _ �' . � �_ , .. - '�-_ �� � 1.%i � � � � � � ` -, i � .. _ -> ^ ___ _ __ .. _. ---- --- � _ - - - W � — — --7------- Y __-�- - __� - _- � - A W ---- � -L- ---- z N � 0 � z�i � + --- � --- -- � � � - � 2GI ~ z ----_ " - _ - � _ , --_=k...-_ . O .� , ��O / 'F f �P O ////�\��\ � ''/ \ \ SITE 4A � � � '� � �_ � LATERAL BASE DiT�H wi52 iONS CL B RIpRAP, ��. - \ 134 $Y GEOTE%TILE� SEE DETAIL�L LATERAL BASE DITCH SEE��DETAIL G � � --� ,-------- --PDE--Q•� _ � ._ _ y .___ � V ` JB W/ ' SLAB LID �' SPRING BOX �2'�CSF----- __ 2 ELBOWS � v _ . ... ...-. ..._ _ _ _ _ _ � . _ _ : _ - -�� ___ '_ 2G _ ._'�'_ __ _ _ � __- _� _ --___- � .. � __ - - - - - � Z ORO DERTri-7 -- � . P $TRUCT. Q ---- I- - 15"CSP .. _ _ .. \���_-_-_-_=--K- y\ iDROP---}'�. _ � � F 2 ELBOWS V10-5.5 Ws �� - F r � �. - � $TANDARD- V DITCH � - .. _ - - - � - - - — - _ � � � � .. -- SEE DETNL J . J6 - __ � . . � .- .,✓ w M `. , 3 _ - .. / /V� � � � 0" RCP III I\ F ,-- � - ,_� .; �r.. , - � � � � � SEE - �- INSET B � j / � � / � -�_�. ,** �- i i�/ iF * 1F 1 / � � OOD .,t '.-.. ; � * * � C � � ', ,. F � � T ' , * s � .. V70 51 fv ,� / 5 � _ E T � � ' � � ` � � ,o n � zh � � �c r r , �' � Z. � V10 1 d$ {t/ ; . � � � . ... . , J � r- - ' -' 's�s � = , S � �` ODS � _ � - '� ., /L__ Z �� � �� '`� SEE INSET A �o __ --'� - � � � � � 0 � cD � a � 6 PE _�_��� \�� � stNc iw - >B ';";O�& ISBW � yy �WIR I B -- f/� .` j' �`. `—' � �._. �,., _ - SITE 3 � , -- � �,� � N MIDWAY BAPTI�T CH Ru CH , C! —� � �RA_P ' `�� / /rl + W �� � zsF e�s � �� O � �+�, � x B57 P p� 4Y > � _ - — � ,�-- -_ ,,� �e / � ���- <' � � � / - ��� -' i /i � � d ��e P// ` i // // � /%� m% ��w �� / / ? � � / \ +J % -! . � _� _�— w_ �, �a 28g P}p _ ` 24 Sf I NSET 6 PROJECT REFERENCE NO. SHEET NO. R-29/5E 6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - - ; = - -_+_ _ �— 3110 —�� _- i , _ - _ k ���� /�� -_ _ � - 8 __ / �/ ' � � WILKES NATIONAL � GARV -Aitl(}-JO6Y 8A " --- �� LATERAL V DITCH PRpp A �---_____,_ \ SEE DETAIL B Wu. 47�� � - . ' ` � _ J � ,� - NA� NSRS 2� 0- - ENCE � � S�L BASE � _ �ETqIL �ITCy _ ' �i __ _ �� � _ � —;, W � ___ O --�_, �O/ �'` !' � _, A _ �� _ ` � -�„ ---�- .,a_�� * � �*� —� * ' ��- 'k �' � i ��/\ GI/ ��W/4 SITE 4B , �� � y�— �3S F � � ' �� �` . , ,� �--� � f- , � N�- ���u���, _� � / " / o �/ •� 41 � ' aos �� -� � � W __ q� Sr � / ` EIP \ ` � � � � � �080�� � � � R. E. WOODIE AND WIFE NANCY LANE D. WOODI� SITE 5 z4 �SP `—= �` �Q 2 ELBOWS y — �� - � � k ' i-f ��` 1 � y/JM8 � ... ...... / � I H�\�� .. � RAL V �ITCH � )NS CE � RIPRAP, DROP STRUCT � � Y��GEOiEXTII;E � � (DROP DEPTH-5.8') � � � � DETAIL AA, s � � ,o=,zze��r '� , � � vio=i az wy � � � - � `-� ��� �� \ � �� � � / Q � � {�7� � � � _ � � i , ` °w—!—�7C ,s�� �. f_ �' � � -_-- _ k �v\ H � �\���� ; ��: � -u -�� i H JS::.-.- � �� i � ~ Ii ¢ - � ���� ..�_�- 8�' _� �^;,�, / � — �J `"1) _ o 06�� �&� � /��:: /� BST PA I � ��I (�ll �.- B %� �,s. �C) , l� �S@lK&F B�S � � CB � dEFF� HIGH COUNTRY BANK �� � P: (919� 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 Engineers I Cons�n�ctlon Managers I Planners I Scientlsis FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 `""`�`""C0"' FOR —L— PROFILE SEE SHT. 19 aesoo�,���e�eooiaiaeai�esoi�oo�s � � N � J J � � w � � � w � �- N � � N � m 0 N � � � � w � � S � � 6m h�� �_� ,� �� �,� � 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING I I I I I I Illl�lllllll�kktll�#Ili SHEET 10 OF 46 , � , , 3/35 3/35 3/30 3/30 3/25 3/25 3/20 3/20 3//5 3//5 3/l0 3/l0 3/05 3/05 3l00 3/00 3095 -_�__0.050___ 6D250a1 '°' 0.050 � 3095 � ----- - — � �,� •� -- _; ----- ..-�--___—__ ---- - --z— ---_ 3��° —� - -- � __ -- 3090 � � 3(J90.86 — � � � 3085 — — _ _ _ � � D. P. 3091.641 � � �:�i 3085 ----- ���� ��� 2/ �e �� --_ �� � WETLAND 3080 � ----------__ ���� �� 3080 �080.32 -- � � � 3075 � � 3075 � � 3070 � � � 3070 `-- 3065 — — — — — 3065 ---__ 3060 702 + �O.00 3�60 3/30 3/30 3/25 3/25 3/20 3/20 3//5 3//5 3//0 3//0 3/05 3/05 3/00 3/00 SITE 3 3095 6 � , 3095 1-- �---- 0_�50 _5✓�l �°' � 0.050 z �O�el - - _�= �__ =—___ _ � 3090 — — — — _ >> — — z= — 3090 -------- ��0�0.37 —� 3085 ------ ���� D.P. 3091.032 \ 3085 � , � ca� � Di ---__-- ______ ��� \ 3080 Z I ��/ �� W ETLAN D- 3080 308/v0/ — — —' � � � � � 3075 ` � � � 3075 `�--� 3070 � � 3070 � � 3065 � — — _ 3065 3060 7�� + S�.00 3060 3055 — --- -- ---- ---- -- ---- -- — -- - 3055 --- ---- -L- 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 ..I....�....I....�....I....�.���i���������i���������i���������i���������i���������i���������i���������iiiiii����i������� i i i � � N � 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 ,��PER1MIT D3RAWING 150 SHEET 11 OF 46 : liil.iiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiil.. J J � � w � � � w � N � N � m 0 N � a 0 � w � S � w � 6m h�� �_� ,� �� �,� � � 3//0 3/05 3/00 3095 3090 3085 3080 3075 3070 3065 � ��'/ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ........ ���'e25�a� �:�� � _— 0.050---�� � � 3096e%E , �' � � D.P. 3096.508 � 3!/0 3/05 3l00 3095 3090 3085 ' — - 3080 3075 3070 3065 3!/0 3/05 3/00 3095 3090 � � • 3085 3080 3075 3070 3065 3//0 3/05 3/00 3095 3090 3085 3080 3075 3070 3065 3//0 3/05 3/00 3095 3090 3085 3080 3075 3070 3065 3//0 3/05 3/00 3095 3090 3085 3080 3075 3070 3065 -L- 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 � � N � 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET 12 OF 46 J J � w � � � w � N � � N � 0 � N � a t 0 � �' � S w � 6m h�� �_� ,� �� �,� � 3//5 3!/0 3/05 i__ 0.050 6e250.1 5�I 1 0.050 4vi - ------- � 3l00 — — — — _ �J--- � _-- — — — — — ----1---- . — — — — ---- --- — — — --- — — — ----- � —� '---- —' ' —�-- — `--- 1 — , ---- 3095 � — _� " ,,—' 30��3.U/ �� ' H�+ � 9a -- _--_______ ___—� � � D.P 3098.334 � � �,/ 3090 309200 ---------�� � � � � � 3085 _ � � _ 3080 3075 30�0 707 + 50.00 3/05 � , � i 3l00 3095 3090 3085 3080 3075 3070 3/05 3/00 3095 3090 3085 3080 3075 3070 3065 — — — — 4.:, . . _��.�v./ �-� �.v�u _.--------�--- —� 309'i.8f� —_ _--- D_P. 3097J25 I I �a � -------- �--- — ,,—'� �O9'4; ----------------------- � �I' D.P. 3097.117 -L- 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 �\ , \�� � � �e � \�� � � � � � �=------____ `__—�___ � I}� \ � � �i+ � � ✓ � �\ �� � \ � i � 3//5 3//0 3/05 3/00 3095 3090 3085 ----- —_____3080 3075 3070 SITE S 3/05 3/00 3095 'ETLAN D 3090 3085 3080 -------------- ----- 3075 iill iiiiiiil llllllliliiiiiiiiiliillliiiillll 3070 3/05 3/00 3095 W ETLAN D 3090 3085 3080 \\��� 3075 3070 _ 3065 20 30 40 50 60 70 80 90 100 110 120 130 140 150 � � � a � � a w 3 F � � � N � i � � i 0� � ro 0 i ro y C N E C 0 C w r � 2 , � � � �o �� s � ��� [[ �0 n PERMIT DRAWING � oE"w°ETLAND �" SHEET 13 OF 46 �L��I � DENOTES IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING 2�J O 2�J SO � DENOTES TEMPORARY IMPACTS IN SURFACE WATER SCALE FOR INSET 50 25 0 50 100 SCALE � / / �� SITE 6A SEE INSET A � �PDE Q � i � � � o m � DITCH SEEE I I' li \\� � r DETAIL G I I I � 'K� LL% _ J 5 �J,� _ _ t_ _ -_ �. k-`- - , - � — � �, � h W W N--------- TB O 2GI-A OL ��� � "T e o' � J� m ..,_PLUG & FILL O , W/FLOWABLE r - 2� /� FILL r -— � � �� -_ � i-J �s INSET B l� S 70° 02' 47.9" E 2� S/7° 40' 4/.2" E 30 5 70' 02' 47.9" E 4� S 37' 25' /0.6" E ��� ///G��� /� \G r � �S�S 200� N�� � � � BERM BASE DITCH BERM BASE DITCH �I 36" CSP -BDO BERM BASE DITCH w SEE DETAIL N SEE DETAIL N �I2 ELBOWS . �''��42� TONS CL B RIPRAP I - 1055 $Y GEOTEXTILE W PROP. 47" ^I' I i g � SEE DETAIL O T WN/ FENCE - -� —X - � -a'�. - _ _ N �3 � .� ---REMOVE 39' � �g E% 42' CMP r � w/MH -42' RCP-III ,�..: / �- \ N ' (IJOSTQz��� -----_------_� � � � o - - � - � J _-�i� -- .Y�- T ' 1� � - � � , � '« f`-- I F DROP STRUCT � V70=7.1 fVs 8 TONS CL B RIPRAP ------ j 4z�� R� (DROP DEPTH=5.0') � � � W21 SY GEOTEXTILE -'----- \\ "' SITE 6B ,�% Z LATERAL BASE DITCH � '� ` SEE INSET B "'2;2,T�"� oTeX"I E""P J � � � � �/ �/ "���/ I W�SEOEBDETAIOL qIF�YE_�_ , K� - `L -^._ _ _ _ �W/�7�SY GEOTEXTI�LEP\\ V �� � � — .., � � ,,,-.. � _ -- - \ _ � SEE DETAIL P r�/ X�/ _ __ -. . - � Q . 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WITHERSPOON � � X I � 1 HST PA 1 � � 1\� I\1 X ZQ ST � \\� I Ir � f ,_ G y ,.. _: .. ,.,✓ � �F5 N .; �,., �- W -___ --_-_-_ �-_----_-- _ W " kCP-III.�-- FS �� 2GI-A 30" RCP-III . 2G1-A 30 RCP-III N FS Q O + � � /2./" E � = N � GRADE 2GI � O DRAIN � �"' N _.-.-__-�736--- J 3};a i 2G1 A 37#6 � _�� - - - � -- �=i- C LLJ 33;� ______ ____ _ < -_- - � � SPECIAL CUT DITCH � J - W/HINGE _ SEE DETAIL W - � ` , .- � za8 S�.F�- � _ a � ��E%I� —_ I- DI i ' g° DIP — . . 55 — — — q � r r-ersc� i -= . .. � s�— ST _ EX�StWG R/w .. -- I _ �_ ? ` 2 � �'�� DIP � r.'. - r� RiC fC P: (919) 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 Engineers I Cons�n�ctlon Managers I Planners I Scientlsis ww.rkk.com Responsive'eopla I Greal ve Soiullons � BDO " � _ .�. -, __ �..._ _ _ _- �. . � � ---.... � � z � � � `r ,r---, -= - r�- __ - -� — __ � -__ �� _ � � � ; �j � ; > 30" CSP F5� - � - B - - _ _ -� �- ' � � ` _ * - � � � � 'r- t - ELBOWS, �' � _---_- ���� � RE `}� 2GI-A �E F' 1 E I F S 70' 02' 47.9" EE z�'-" PLUG - & FILL W/ FLOWABLE FILLi/ SPR/NG O � TOE PROTECTION WH2 TONS CL B RIPRAP, 268 SY GEOTEXTILE � SEE DETAIL V O � I NSET A \ � � � � � U C 0 0 r � a w 3 F � d w � � N � i U � i rn � ro 0 i ro y C N E C 0 � w � � 2 , � � � �o �� s � ��� [[ �0 n D-D E-E F-F 7.0' 13.0' S.0' - O.r 0' -1 O.r 0' -1 �,}Or �0'��- /��___ 0.3�� 3.0� 0.5'I � � / �LJ L�J_/ i�-i i�-I i��i 4.0' ROADSIDE 5.0' ROADSIDE 0.0' OUTFALL G-G H-H I-I s.o� s.o s.o �,'ol �0�- 1� �,�0�0,�� ��'_ o�__ 5.0�\ ' / 0.5�� � / 0.3� � � �� � �� 0.0' INFALL 0.0' OUTFALL 0.0' OADSIDE PERMIT DRAWING � oE"w°ETLAND �" SHEET 14 OF 46 �L��I � DENOTES IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING 2�J O 2�J SO � DENOTES TEMPORARY IMPACTS IN SURFACE WATER SCALE FOR INSET 50 25 0 50 100 SCALE INSET B l� S 70° 02' 47.9" E 2� S/7° 40' 4/.2" E � i � � 3� 5 70' 02' 47.9" E �y�s(iS 200 � � _ ,�, � �- _ � � - oo. - � , � , , �U���u,� . ..______-_ 314G�... �/ 2 . _____- , �- / q° O .. -- � _ � • 0' ..GA .� - c .�L��n� ER� �� � �o' .� _ _ �__......., i H , _9�- - � , . - i , . . � j'O _-- j, . - �� _�, _� - ��� �w+v- � . .. .. -.. , - ; �'� . � SITE 6A � � ��� SEE INSET A �� � TOE PROTfCTION __-_- ��72 TONS CL B RIPRAP, '�. � ,..�-� 268 SY GEOTEXnLE � � - -- -PDE ; see oera�v � � ....._ .. � 1 � ��`� � � O 0 A .-_ � PROP. 47" � / . � . - .� � WW FENCE � �_ ' A _ � � � BDO — 1 - � LATERAL BASE -- =l � DITCH SEE � # �K .., 3d' CSP FS � - - � DETAILG ..� . , *� _ [Ii;7��(,,��7�"� OWS����; _- ��7 - �U7� I . 2GI-A _. _ -.-- i _ _ W. - ,�� Y �-- -- _ -_ FS�. .B N ' " g ��.% W � N ---- - .... - --- Tg __ --------- 2GI-A � ___- ___ � - � _ _ mJ \ \O "' L ___- � o "T � � � �-PLUG & FILL O , W/FLOWABLE � r 2� y� FILL _ � .... ...- - RE_MOVE 39' . ... . ... - ... - JB - ...E% 42' CMP � - � - - / �ry �42' RCP III N _--- -/> _.. ��T��D--T -_----------! _ i \\ � J ---_._ ;��,��� � '--�� V70=7.1 !Vs �TERAL BASE D�TCH GEOTEXTI�LEP �.....,.. 42 F (DROP SDEP Hr 5 0 � �� , � - _ / �\ Z SITE 6B � � — � � SEE INSET B "'2927TON� oTeXTI E""P� � c��� . / . � SEE DETAIL P "'� . -... \ _ �S � 20 TONS CL I RIPRAP _---.. -... 15 TON$ �CL 81FIPRAP � �` , ' / �� W139-$Y GEO7EXTILE �"//d7 SY GEOTEXTILE i � C� �/ � � _ � ON BANKS ONLY _ K �\/ ....._ � r �! 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,�� �� _... ..:.__ _ . - _ 220�-:. `�___ 0 � BERM V D�TCH / _ _-.. �-..- � ... r W/.12 TONS CL 6 RIPRAP � - 94 SY GEOTE%TILE - - �„' � ...�SEE DETAIL..AE ,_ __ _ .. __........ ti.- .. I _ - `� _ ... ..- --- ,... 319� -.. � � -- - - 0 � - ,S ��, � _ � - � � � o , �� � __ �-_��_ _ e�� � �� � _ O �� � � -�� BERK1 V DITCH ��` }a / �� � \ �, \ �� � � � �� SEE DETAIL AD � �� � _ _ �: � � � �� ' , . _ \ � , PDE ,% � - BERM BASE DITCH . r `�y �� � . ���BERM V DITGH � - - — � � �� \ W/773_TONS CL 8 RIPRAP W <s , ` �, .. ..... \ W/688 �Y GEOTEXTILEAP �'� - PDE __ _ � . . 1�35EEYD TA�IL OTILE _ _ W \ , � � SEE 6FTAIL AE �� + , -- % � �-_ — _ _ � � � -- �� , � � /� PDE , � W BEGIN BERM BASE DITCH BEGIN e � ^ pROP 47� N W � W/421 TONS CL B RIPRAP � � " � FENCE 1055 SY GEOTE%TILE \� �\�\\� \\ FENCE / '� y�N FENCE 1 �,� t s i �'� I_ �/ �- t r-- W PD Z � � � �____ _ ,�,. � SEE �ETAIL O ... END \ 3/6 �� �� Y � BDO — � � � � �}��j�����}1 � / PROP. 47„ FENCE � 158 � PO ` - _ �- � � / � ��� �,_ — — _ _ — N - _ _ H'W FENCE � . ((I � 1 X,� 7 T t _ _FS . BDO � \ �'� v.�,=Ft�X- ��,�� �� .-�� -EERfT BASE DiTCH � _ ...�'k-,T£'� - _ i�� � — � �-:' �.L► — —� � ��� f�E - _� -�_- _- . ... _ _ _ _ _ _ _ `f� W} 2i TONS CL B RIPRAP � _ � T i� 1 L�� - � _ - _ _ _ _ _ .. _ -�-- - - � „ , 055 SY �GEOTEXTILE /� -� �� �£ � -- . _ - _ .. . � . `' �r_ %' � �_ _:.� �O _ .. i� -- _ ���`HFF��� �� - - - � -- . -' � ' � � � ,ti, �, < � � n � --- �i�-L�J��,L1xi=,f.f-,T��rc�,�t'= . ��:!� �� _ . ' _-�-af _ -�� .--.- _ ..' �' ��� ; . � �� �. � "_ 11 _-_ r N P_ 30" CSP _ ....... ... . � OFS 2 ELBOWS ' ��'�� . ... $EE OETAIL�� � � _..__ _ _ _— __ _- �,.. , _- _ _ � .. 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V DITCH �� (/ � � � I � CL BSRIPORAP, � � ��\ �I .� Q � �% V 237 SY \ ��_ /i � � ti GEOTEXTILE SEE � � E� / � F � P� � DETAILQ C/ \ 5� � �5 BERM BASE DITCH �_ _ � � � � W/18l TONS CL I RIPRAP, r -'' � � - _ / J \ ' � '� r` �.Y 371 SY GEOTE%TILE � ' �- � ^ SEE DETAIL R � ' , „ BERM BASE DITCH � P D E ��_ P D E \� .. ,�, ' � j `�SFiLAT V DIT�}i REMOVE RISER µ W�773 TONS CL B RIPRAP eERM BASE DITCH r / J \� '� �- Wi595 SY PS �� � � 1937 5Y GFOTE%TILE SEE DETAIL N � ; ' DE � ��REUT �� --�____r__ - N / � �` __ �_ _ y� � � .. S, �� & 9' EX. // SEE DETAIL O / . ' / =/ / . j _ --- � 24" CMP � // QD - � (� �, _ EE �EfR � �_ _ P�� . PROil.47NGE � � �,{ � - 7 --� __ . _ TAIL N / / :� � B i�.., WW .. .=���---_ �`�1'��f y \ � �� ' , _ -"� _r�� �- -- - _ _ / i r _ � _ � . � � �\ -: $EE�DE � � BDO�DE� � � �.. �/ �� ��F� 24'GSP p' 1� � - �!�e-_ -- --� - { / _ �>. � i' �� j�,. 2 ELBOWS ROP.47" 7�_� �' - � .�FS _-_____ ��S/ � �. 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DETAILS SEE SHTS. 2D-1 OR 2D-2 E 9 e'slc � �r�o�Ma�a9e�slaia��e�sls�e�rs�s -� FOR -L- PROFILE SEE SHT. 20 ""C0"' FOR -SRI- PROFILE SEE SHT.26 aesao�,���e�eopia�aeai�esoi�oo�s � A-A B-B C-C D-D � PERMIT DRAWING F F DENOTES FILL IN � WETLAND _ 3.0' 13 0' 8.0' 7.0' � ��� SHEET 19 OF 46 — o r � - _ °�� - - °.����� r- �,�°.�������" - - �DENOTES IMPACTS IN 1.0'�� 2.0' � 3-0�\ f-/ 2.5�� 1/ ',�/ SRS 2007 SURFACE WATER /�� . + /TL/ �LI w1A .Y ��� 1.0' INFALL B.0' OUTFALL 5.0' OUTFALL 5.0' OUTFALL �DENOTES TEMPORARY E_E I IMPACTS IN SURFACE WATER 8.0' ..{ 2S O �LS rJO � DENOTE$ TEMPORARY �T_�0.5' I--- FILL IN WETLAND ,JOHNNY J. SIJLLIVAN 3.0'I �� SITE DEVELOPMENT, LLC 140%1, ��. ���.� $CALE FOR INSET cNAR�Es R. coPE �2ozi, - � a.o �ourFnu JIMMY MILLER (20%l � � � �� - PHIL G. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALLSIGNATURES COMPLETED � X � ^ \ \ • • �O \ \ ` aeaM ease orrcH - - —PDE—��PDF_ , ��4� � �' - �oo ��� � � � / � P F LA7 V[SIT REMOVE k15ER W�773 TONS GL-e-RIPRAP -- BERM BASE DITCH _ ' 1937 5Y GEOTEXTILE --- 5EE DETAIL N QE� . ---: —� - - _ " � 9 ' - P -- , P�E � -' �. �� WSEE DEfRlis S� 24" CMP � SEE DETAIL O � ... ../ .. � .. - - ' - - � �� . . -- _ __ / --i�x . > R U Tl� __-- __ � _. , _ . 1 �/ � � � � � E T N / - pOE pRo�A� �-� F � r �� - � �' � z z� - � - — - � � � � �. � , ' � � � ESEE D SA�DINCM- ,�/ , ; � � ,- � �- / .. �/ �. �CE � � ,- __ _� _ _,-- - ___ � Y�IW , . - -- � �- - ��'1-`�� � - �- �� / � � �ri - `, - ' � "��t r� - , _ �. � � -- � B aoo pDE �.. �: - i' `� �, G�. � — -- � — " -_ --_ - — _ - , . . � 4 CSP _ - ���� � _ _ _ ;_ , -�_ . �'// �-i � t�� 22ELBOWS �P.F�j,C ��- �_ '�L_"�- �e -_ __ - -f%�// . \ �. � ' r�_ _ �FS _- - _ _� � ,. 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' �....,. �✓ W N _....-�.'� _�:- .. . _ . .. .. .. - ' F� -_s_ L_____1 > __ S ____ ' ' 7 W � �L LL� - r N � FS � -.... .. . ... 2GI 30" _ -[ .-_.�_-__ ._ _C (n 2GI - --- . / - � RCP II _____•_ _. _.__- . ] � a� � [ 0 o; � a � '� ' 0 2GI FS 2GI f5 -L- . - . ____ _ -- _ O —__ __ � p TB 2GI __ —� � - 15" RCP-III .. 30` RCP-III -----__ -�- A \ � 2GI �FS TB 2GI-A ���� RCP-.III J _-- i f� � _ _ 7' � � N v T � TB 9 _ E _ __ -- . = _^--- � ' PLUG 8 RLLJ � -- -.. p„RCP--III - (� - __ _� _ _ �' -- W/FLOWABLE ,yo � 2GI ^ ----- � Fiu � � ►� N 2- 2g� 5.8 - --- � _ __ - _ _ - • - s4 - _ —_------- -- ---�—_ - - - - - -- Q -----_ _ _ .. . _ .. ... � ' _ � . � _�--____--_- 2GI -- ' RCP-III - - -y- _ __ -_----- __� .- i - � _ _ � -_-.-_.__. �- � - � N ���- —_---- x 30 �MP w�,H SEE INSET C --_—_- 1 � —� -- —_ F STD.V DIiCH... � � � �,.'�� I ---� C W20��FflNS CL B �C � ID OP DEP MTUR�, j /�� � �. _.....� .,. _ ... 2GIF'�---C�C I JRIPRAP, 53 SY SEE INSET A - _��5 ...-� .....- 30'" RCP III ' ,' ���� �'� �IL.. � S�E @�� .�15- �. �� �-Sr----- � .. 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' -- 30"C&G �, � I-� � EL�V 3090.62 f. � ' � EST PA � ----- � (SURVEyED lUN6�l6) � 7 . __ _ UNTY OF ASF� � �� � Ex� �-R�w � � �� OF � � - "'>Q _ _ �� �. .,. ASHE.INC. � � � _ — � e �GQ 4 O i f � �� � 6' ' - � � � � � / . \ O� . - 5, c, (}'Z� � � —_ /' � TlN � - �(� '''f� B57 PA / _ _ . 0\ �;— I 5 � � � , � 9 � � _ Z - . � � ' - _ � �p w 0 � � �� ��- �- � �� �� .- T � , �1� � �� / 8 ST � k 9 ��- _ dSR � � c„ O � � � � G _� �� i �� �r � -- �� a� \� � � � o � � \ �� aq . � �a/� �p0 i e ^�..�. _ �� � � '£� � � - MeSs�� �__ 0 / j/ / �FF � I � � � BSI PA � _ td� w�S� 1-� ' ' � � � � �i 1 � i � a��r � �\ - / � o i - � _ 00 £ ��� q9 d /� ��� � �' �j �' � � � �� _ — _ - � Nc ��Rg�� �. 2 �� , � __ �� � ., ..... �., _ � � � _., ,_____ � ...., 6'DlP � � �. � � � � �, �� INSET A o� N Q? C.. � �� � �,,,, / �� _ ��_ � -� EXISTING R� � / � ��--SF°��- � �� � � � : � - -�- R�C �fC �� �� , ��. / ' P (9191878 956� \ 900 R tlge( Id D.. S���e 35J I Rale�gh, Narth Caro ��a 2�fi09 3980 INSET C �� ��� ��� ��,� FOR DRN. DETAILS SEE SHTS.2D-1 OR 2D-2 E9 'slc � �r�ooMaoa9e�slaia��e�sls�e�rs�s � FOR -L- PROFILE SEE SHT. 20 ""` FOR -SRI- PROFILE SEE SHT.26 aesao�,���e�eopia�aeai�esoi�oo�s I NSET 6 � � N � J J � w � � � � � � ` m 0 � N � a 0 � �' � S w � , 6m h�� �_� ,� �� �,� � 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 3/70 3/65 3/60 —SR1— 3/55 Sta. 10 + 10.84 � 3/50 � � 0 026 0.014 , �(l 3/45 �� \��\ _ ;Oal ---�=__ �---�� 3/45.8i -- -- 3/40 ��—� � WETLAND � � � � 3/35 � � � � � `��ei 3/30 \\\�� � �— � � 3/25 `���� � ,�__ �_— 3/20 -- �� .!�ie56 3//5 3!/0 3/05 3l00 3095 3090 3/70 3l65 3/60 \��� 3/55 \`��� 3/50 \ \ � � 3l45 \ � � 3/40 \\�� 3/35 3/30 3/25 3/20 3//5 3//0 3/05 3/00 3095 3090 — _ — _ _ _ �\\\\ � 3!2!ehl 230 220 210 200 190 180 170 160 150 140 130 120 110 100 742 + 50.00 -L- 90 80 70 3o PE4RMIT SDRAWING70 SHEET 20 OF 46 �i 0.040 F,� _ _ �_ 0.040 �---- � 5:i ----- i — — --- -- ------- --�� ---;�_— --- -- —s--- ��,,, --3/12e8/ — --�- _ —u.uao ��-- �—� - J I - �_�---=0.040 --- �-- ___ ���— ---- ,ill_3./5 — �— � —_ �� � D. P. 3171.776 I I I I I I I I I I I I I I I I I I � � �TT��� 3170 3/65 3/60 3/55 3/50 3/45 3/40 3/35 3/30 3/25 3l20 3/l5 �_ — — _ _ 3//0 3/D5 3/00 3095 3090 3/70 3/65 3/60 3/55 3/50 3/45 3/40 3/35 3/30 3/25 3/20 3/!5 i�� 3//0 \ \ � � 3/05 3/00 3095 _ _ 3090 60 50 40 30 20 10 0 10 20 30 40 50 60 70 �-------------�___ , �, ����� �' PROJECT REFERENCE NO. SHEET NO. � � � R-29/5E l0 � F F oeNores Fu� w PERMIT DRAWING � �S� � 25 0 25 50 wennHo � `R --RET^�" cp �� FT CB RNJ SHEET NO. SHEET 21 OF 46 CrYI y� ��� � ` * (_I�� � � �� = , ROADWAY DESIGN HYDRAULICS DENOTES IMPACTS IN ��. �{, fJ �S � ENGINEER ENGINEER SCALE FOR INSET � sueFnce warea (p, ,� ���'�� � �`�';� i �L`� � / � ��� i �C7' � � �.�. `✓ t C� ' �/� +, rJO Z�J O �JO �OO � DENOTES MECHANIZED �� r r ,�n C7 �"J` V �7 CLEARING GLI I I , CX � y� A \ G�/� I C� Y CB MPAOCTSSIN S RFACE WATER --- �OI, I N S ET G O c A,� �G / SCALE � �e � v,o=,z.a w INSET 6 ° ��� ox � �_ ��,� S I T E 1 2 I N S ET A 5`P"� � A-A B-B C-C RE1Pw �IN�N� A�ic SMOO � i a.o� s.a� �.a D-D E-E F-F G-G /� � ns rbris ci i RiPa �P \ - � / ��e' w�.SY GEOiexii�e � DOCUMENT NOT CONSIDERED FINAL � OJ' 0.9' ,6N�` BANKS ONLY UNLESS ALL SIGNATURES COMPLETED �T, 0-.2-'�___ � 0.1' 0 2' ��,0' 8.0' 15.5' �19.0' { / / ,�y � $EE DETAIL AF ,- , 0.5��/ 1.0'�� 2.0�' .. �+-i i�--i � i�--� 2.5�' a� 0.5�' 0.�� / 5.0' � S.0' I I� � ��l W/F OWABLE ______-.i j/ �....� 2.0' INFALL 4.0' OUTFALL 3.0' OUTFALL J—�L/ L�L/ � � � FILL / � /��� � \ 5.0' OUTFALL 2.0' NFALL 6.5'.., OUTFALL 10.0' OUFFALL �• �..�.. OUARRY // CB / � ��''� SEE //�/ oo'I . � � � � a mp o� N� �_ \.. sTONE / / �� ' INSET G S�S Z � - � �s, � �s�-- aN� ANo , ��� 1 ,� ���"� / A; „ � ,�� ---_�= gy �ti� , � _�- � R � �` /� i � � �I�_x—xWo RA�� P C � \� � � / EMOVE� � ' � L ��. c ------� o �� � � YN' S /, � � , �� � �� /� � SITE � � D l(j � F�p��. �� RCP�III� �� � �� �� =ED REAL ESTATE � V �� � _ � \ vio=s.o w � �-j/ s �----�� �/ ` �� ��� � �� �`'' � �3 / WIFE. SARAH DEANvLONG v \ \ � 64 TONS CL 11 RIPRAP � �` � /� �a , ' R �„ . , �' , _ .. . � W/119 SY GEOTEXTILE � / ifi � ' I \ EMBEDDED IN CHANNE� � � �� O '� � I I -SEE bUTFALL SEE STD.876.01 � °b p'/ / O ANALYSIS PACKAGE ,�,. ;�' _ ,-. _ , (RIP RAP IN CHANNELS) // / / '�• / 'F � � . \ / S .. � 8 TONS CL 6 RIPRAP i�' '�� / � 2�TON G"E �RIPRAP / �`h 2p/�, ° � � � �� W21 SY GEOTEXTILE I NOTIPINT RSOECT / F S."� ' Wl34; SY EOTEXTILE A/�c��� '�� � L l^-, ; SEE DETAIL AF I i ) � � ON BANKS ONLY �� � SEE " `' ��' � I SEE 40 TON$ CL IRIPRAP \ . ��F - � / � \\ � � PLU BL� .� �'JS SITE 13A `�'�15 SY GEOTEXTILE � INSET A �� � � W� °i� 0, INSET D�N aANKS oN�Y V10-94 f� - 42„ �F A '�, , �-RCP-JII /� � GB f� FN I i SU� LIVAN � � V70=7_6 ft/s SEE DETAIL AF � R � ;, � � � � , N W�FE. � �'�`�� SEE ��� ° SITE 14A � � � 5 LLIVAN q� � � \ W C FS gp RCP 111 � w/MH , Q-G Di �B � G/� I N S ET — Sf �; _'_ \ � � OP 5 RUCT / / � � \ E ~ � i � � \ /� IDROPDEPTH B5J `S., A/ % � �� R3P�,111� �I` C W W �� � 2GI-A MED. V DITCH � �- � ' Cp F � - - O7 W 2O�"OO \"..'FS 3�„ ryCP-111 SEE DETAIL I A � // 2� � FENCE - � � _ _ _ RIE � ..� (NO BCP-III , 2 � --- - _, / _ T URIED � n � � i - � � \END � � � SPRIN B S � 5-�DROP STRUCT. N N �N 20'2 'S6 "E s��-n _ �,, � � � / Ftyc�------------� aox a e �.� (oaoPoerrH s.a�l � m _ /f _-- W _-----� --_ ' �E � Q �_ � 15" RCP III �, / 2GI A Z TONS CL B RIPRAP 1" ' �F'�O \hXo SITE 13C 30' CSP �H G�� N W 'V' �ITCH � FS W�7 $Y GEOTEXTILE ELBO`N$ 15" CSP 2 ELBOW ! �-DROP STRUCT_ PLUG & FILL � / � � 2 ELBOWS S���T�. E=4�/ ' W/FLOWABLE \ . � 2GI-A F N SEE DETAIL X � � 2GI B RIED (DROP DSPT o a."I - � PROP. 47" A __ P 2GI O - WW FENC - -- _ O � 2GI � - � SIa6 Lid � �'� .+ � � _ ._ _ ` �r : -+- 30" RCP-III DI x _ B �('� r DI _ - pl - - _____- -_--_—� F'Oj � � _- - ---- - is acP m �i oi �ni pi --Ir-- N 2/° 30' 0/.6" E '' s�i ^ Q - REMOVE SVSTEM \ � -PLUG & FILL=� � � U W/FLO LABLE N a� N .�,V --- -- --� J yA y SP. LAT_ V DITCH ... SPE EIEL EUA L WCH I __.c}.tf------ � ----------- �m ^ SEE DETAIL F . � � ---_-_ &\\�\C" _ �__ . . 10 WIDE�BERM � r= � � . D I _____ � F � ---� � . ... . . .. TOP ELEV. 3108.0' / � __�. . < __ y J Jb - � �m0 <\\\ __ -_--_----_--SEE DETAILAC ��. �' _ E E - - --- - � W SEE �s,�°`�._ SITE 10 �� a ��' 3m --- � ---- - � --- - ' - _---- "'INSET F `��� �� a� �� sPEs�A���r����� �'--- — � SITE 13B � � F � ��� TONS6�& RIPRAP • � EE DETAIL W I pi r�� - I� {"��� pyr/ cY GEOTE%TILE 'K F I � � ONS CL B R PRAP 10' WIDE BERM J � - — 15 1b�t""� � �� W!7 SY GEOTEXTILE�:� �^� STD BASE DITCH TOP ELEV.31145' T J . �I� _J5_ � � �� -. 10=0.2 cfs ,'.- / � , . .. . JURISDICTIONAL-' . W23 TONS CL II RIPRAP, SEE DETAIL AC 1. T � V10 0.3 ft's / - STREAM BETVJEEN SEE �' -46 SY GEOTEXTILE J.. ' . RETAIN & INSTALL SEE DE7A1� U ,.:.-� -��� V A � ,-� — E7(ISTING PIPES INSET E �� � � ''�` ��C � SEE / /� SMOOTH LINING _ _ _ - �� 1_ - _ � SITF SITE WETLANDS INSET�� ^��' i _ _ X � X—X =X-_ ___= _ ����, _--_ (RIP-RAP PAD) /� � — � �Ac_----- � 11A � -------------- -- ------ ,�- - - 11 B ,� i �,� X— X�X—X� �A�o���� oR. �_ �� � --�— --- — -_ . , , - F i —� — vo-- 1 \� � - ... � � � � �� � --- -- _—�� -- ��—r -, vo-- - � \ , �� - _5�0 PR � ` ,^p� - �' � ���:P �y� �� _— --'- d � - i 'HoaE ��srNa a ,y� I 24� . . � �. .,1 " � � -; " / %�� � �fl ���� MICHAEL ALOIA AND WIFE, \N � I a -� � - � . � "��� i iw � � CINDEE L ALOIA "� �� ��0 � � � � F ,� � � , � � , _� i � x��N�� �"'� � �a �� �� � � �.c � � ��� %E° � �o �� �3 � � � � � � —� � � '� q � � �� i x— x x x \ p � ROBERT CLAYTON iL30NG AND :������ �� Ra�� � �W� %A�L �o°°��� � � � I � �� G� WIFE. SARAH DEqN LONG � � �t " � � � �� I � x0 /�� � � r�'� � F \ ✓ �.,, - - - �o�� �p � '��� � � ��� F� �3 �' I `� '�' � �s s . , � �, s � � � � � �� �� � � i� _ � � / >r���. / � � � � °'�� � � x �- � � � �✓ � � �� � � �� a��,m� � � s _� ��� /� � \ , \ j�5- -_� , \ _. /i — . ' KATHY H.HOWELL AND �� LINDA H.BELGER JAME$ P.G.MLIRRAY, _ ---- �� �� - �� �I --�� " A 99% UNDIVIDE� INTEREST AND - -'--_ � � (�� �, -� �� r�l�. t a '�� � STANLY DWAYNE ELLIOTT A I% UNDIVIDED INTEREST � r s - � � ---��� ����_ R%C �fC ; � \ INSET F �x P: (919) 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 I N S E T D I N S E T E w�9��ee�s � �o�s,N�,�o� Ma�a9e�s � P�a��e�s � s��e�,�s,s Respo kice�'eopla I Grealve Soiullons INSET C �' PROJECT REFERENCE NO. SHEET NO. 6 � oeNores Fu� iH ���� �� R-29/5E l0 � 25 0 25 50 F F WETLAND PERMIT DRAWING �` � f--RET^i" � �I I �I � $HEET 22 OF 46 �' * t IfC I � �_ � � '�Fz.s�,� ce �;� ww sHeer Ho. ,�,r Y,1 SCALE FOR INSET � °u �cE�va�earsw (R � �� ��`"�c ��� t-� � a��% � /'�`� /' � �,,.� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER S� 2S � SD ��0 � 1��� [ V �/� �S ''�`I / DENOTES MECHANIZED Z�� r( �� V CLEARING GLI lIl [�_IIIT, �0�� �B .� \ G i i�j ��� C�. ��� '. �.� SCALE � DENOTES TEMPORARY � � � �� � l G � IMPACTS W SURFACE WATER - _. - - � O � � � , V10=12.6 Ws INSET 6 ox° � ��- � s�TE,z ����= I N S ET A StP«� � A-A B-B C-C R�nw u���� ��<C �� SM�O � � i i � a.o� s.a� �.a D-D E-E F-F G-G /� � as toNs ci i RiPRnP a z 1.0' 0 28.0' o�5.5' 0 99.0' (,Q� W,�89 SY GEOiExii�e /� DOCUMENT NOT CONSIDERED FINAL ON BANKS ON�Y UNLESS ALL SIGNATURES COMPLETED �T, --�___ � - _ /// , � $EE DETAIL AF , ,'' �� 0.2' 0.1' 0 2' 0.5��/ 1.0'�� 2.0� �J1 i � �� �'1 � �� � � � ....� � PLUG & FILL - � C � . � ' / / �.... �� /�� /�� 25.���OUTFALL 02.0' N ALL 5.6.5' LL a10.0' OU� - W/FLOWABLE -...-� � .� � . / .. 2 0' INFALL 4.0' OUTFA \ 3.0' OUTFALL ��-/ , �.., .. ' / , - ; S E E - -�', ,, �. �nLL � \ o � n R �� C9 � �� � Q �-� � - �; � �s , INSET G � 5" �o � �� ,� � , , � !�� �' r� � — — �� t� � ' � �"�� o�, N ,> ,�; ' � � �° � '� - —� 8 � `. � �� � S !.� ', ,�, I � � i � �B / �� � �X D R Np.O /Z � � � / � eMove ' �� A _ -- � w c --------� O . esr ',. �/ � /� f "_ __ - /Ru --� ' - � �� \ J � ___ o � � v / ' �/ ED R STATE D 09�Sr- �� �� SITE 11 D � = ��,.��. � R�P ��� � �i �� � � e� �� , � e� , /S��y� � � � �' � F/ � �: F � �/�� o � � � �� �� �� _ , \ ' ' �9 :' � - ._ _i ' '� / � \ GR PA � i r"J./ / �,� E�a�r(�rdd-t��-aN9�/ \ � � vio so w � i/ N i-, i � , _ �� � � r .. _ ____ _� � . i E BEDDED N��CHANNEL y -.-__ _- �, . ', , 0 ;'_ .. , ��:.'��5 ,. �� � i L �� . /,%�� p � C.� €�J � .. ..� ���; � � . . _ 4;.3 �.. E.�5AE3AH-BEANT NZ', . � '� - � . �. - ' / ' �� : SEE STD. 876 Ol j , / / � / h�'� / / O �� _ �� `\ ... S TONS CL �-ftIPRAP i '" � -SEE OUTFALL � . � /,. � . �\ \\ � dIP RAP P PES DO NELS S � 20 TOI� ���C �. & / * p . ' / ' A ANALYSIS PAGKAGE � � �\ � iRIPRAP / �`, 2% � PWG & Fl L �� O :, W21 SY G�OTEXTILE I - �, w % � \\ NOT IMERSECT //S'�'✓�93V E EXTI� /� fDt /k.j� � � �,., c ON EANKS ONLY f � �� . 0 ,� � , ' � .� �5J5 SEE DETAIL AF SEE � / 3\6 / . ���' ', : ,, - RCP-III �� 2 �B .. �� W/FLOWASL�. `� N . I / I i 40 TONS CL I RIPRAP ... �� � �,: � INSET A ,;,'� 4z �� ti� r � e SITE 13A ,' INSET D' �,0=94 w _ . � i. ,� -/ r � W� _.. V70=7.6 ft�s yE � = =� \ R , � �-- Q�� // � _ �` ��� ��� s ����` _ �,�� � SEE� `�� � sEEOErA���SITE 14A � � � ' n D I ON BANK$ O � 1 315� _ _ _ � 1,�/ / � �p.11l � w/fi1H , �G // p� C � _ �� �� z Sf �` �,1 / E— � � � [ 0 0 � Q � � �� 2GI-A ' MEDOV DITCH /F C F _.BEGI/ / � � / / � INSET � �' p-��� , � — \ � FS , � �JGP' � , .. -. _ � -_.-_ �� ROP 5 RUCT ' � � � �. � C I` W � �- -� / IDROPDEPTH BS'J.. S., AI - � � � _- R3k-Ill� C ... W w / �i , _ W 2O�"OO \".'FS 3p„ µCP-111 SEE DETAIL I p p/i FENCE � � �� �.... ... . ROT .. / � .. NO RCP Illp� _ Z C z�i-n ' � n ,_� I � \ ------sPaiN e - -� -I �� �5°� � , N __ . / _ _ tn N 20' 2 V L � � / � �END __ �� ,B S DROP�TRUCT. � _ �� � � - � BOX B � 9 �- � ' D PTH 2 � � O � l fyC�—_--_--_. _ 5,. RCP III � ��DRQP b') z 2GI A _ __ � _ - � �,0�� ,, � X �j _ . MH � � W 'V'DITCH - �, -S I FS C W/7 SY GEOTEXTREP �ELBOWS �� � �hO � �- - �� _ SITE �JC 5 30�CTP � :._,. G ��\_-- N ' . 15" CSP 2 ELBOW `DROP STRUCT. PLUG 8 FILL-:-..: �� / N SEE DETAIL X � A � z .y� 2{iBOWS 2GI BURIED{� I I W'FLOWABLE • __ '� PROP.47" ; p _=_ � .... �= 2GI DROP-DF�PTh�I%4.�' FlLL ° 2GI-A _F O WW FENC p- .- _ - O � ��- 2G. ._ _ SIa6 Lid -- � �'� + � � . _ _ _ ` OT ._ -i- 30" RCP-III �� _ __ � _ e � r DI _ - p� � - - ' -_--_--_--_�� FQj � � ---- -- ------ is acP m �i oi �ni pi --Ir-- N 2/° 30' 0/.6" E '' s�i ^ � - REN�OVE SYSTEM � Q = \ � PLUG 8 FILL—�� � � U W/FLO LABLE N y� N ��� S SEE D TAILTFH � .... : I PV�' -------- ^ J �,p h SPECIAC CUT DITCH I � .-_--_ � - -- _- .. ._. . . .. . - SEE _ ____--�? �m ^ __ 70'WIDEBERM �� DETAILW � -.��� . - .. -- \ /3 . <\.. _ . .. �� �� ... � .... . TOEEEDE _ - <--- ____ _ i- v 3ios.o� � � I --- ` _ � _ � c � SEE �s�°°� SITE lO �\ �a � �� �' --- � ------- —=-------- � _ ___ � �, ` _-7--- i Z TAIL AC E WINSET F - . ��� _ �TONSC�BRIPRAP- - . C\ •0. / F �W�75YG/ � ` .... - SITE I�B ..... �+ '' ,�,. W/7 �Y GEOTEXTILE `K F I � � 2 TON$ �CL-B RIPRAP � SEE _ . J _- --- - r�J�1 / �. STD. BASE. D1TLH �� TOP ELIEV. 3114 5' T _-��� 15--" ---"� �� 10-0.2 cfs .,�:.. � EOTEXTILE , _ CHIURISDICTIONAL-' �/ ��W,23 �TOFIS CL IIRIPRAP, SEE QETAIL AC 1. SPECIAL CE1T DIT . "� _ _ ' ~Y.. DETAIL W ��' _ / . �; � - -' - � �� STREAM eETNEEN � SEE 46 SY GEOTEXTILE � �g_--_ 1� \L V10 03 ft's / / � _ � � .__- � � ____ - _- - ._ _. - 1� C A FILL IN I N S ET B' / � / �r� EXISTING PIPES I N S ET E SEE DE7A1L ll - Q r � RFTAIN & INSTAtI " � � �� ,.�... SEE / � j �SMOOTH UNINCz �� �Z\S. ._ _ _ - __ � � � .- _ .. � -_ -_... _. _ _ _---_ g SITF SITE _ - -_----_ h / � r — —X—X (R PERAPN AD) / i'l� / O�/ _ _ _ - - S-- . . . - - � — _ ---- <�m.� X > ___ �- ___ ' �- CANDLELIGHT %� Z � �A� � � �� � X ---- ------ -- ----- �� - = 11 B F i � - �- , — --��— so PR — --- - - - o ^�- � ,- � -- � — — _— _ Fo-- -.�`� � , - �� - �s�^`,'M'r - � � � � � �� -- r Fo-- r HOPE �_ � _o�� `� �N� a,w - � oei� _ � - - ,� _ � ,� _� _ _ _ �N j. , � F _ ��� ;/ �� - �� _ - - _�ma� �o� w . - � - � ' F � � ' r�r �. r _ _ �%�` � � �� iSTi a� -� I ' � - - — � ��Z � w � y _J / l � —Y .-+D I`�^i //� � \ - — _— —_- �l / � � �- o . �� w� .c� , . ' � ��� __ � _ . A �� ' . ObIE � - � J �� � � Obl� `�— / , _- ` C P \ o >r gd' /% l � D RA >< X �' � �.. ,� q30NG AND j � — q, kniL � ao� P .� . � q\�y\\�� � � ��illAA WIFE.SARAH DE N LONG , �. � - �, -. ��� � _ '..i� p � � _ � zn � . -v, ' % ' ., � L �L� x0� `�� � � � r�A P F� � � � / / /� . - � . � � " � �� o � _- `. � . ,�,' � r ., . . i _ � �s � ERTIES `IiI,I _. ih}6✓ � -_ � � s-�� _- � mp o� N� �_ �.. � . � , � � . . �i . + � -- -- �, � . / I�� - � . _ � � / G? �: ;' � '�/� � - � � �°/ � � � _. � _ .. = _ �� ,��������% � _ __ _ __ 5 INSET F \ A 99%�UNDIVIDE�� INTEREST AND \ STANLY DWAYNE ELLIOTT \ A I% UNDIVIDED INTEREST s ,S, `_ --�� ����-- RiC �fC P: (919) 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 I N S E T D I N S E T E w�9��ee�s � �o�s,N�,�o� Ma�a9e�s � P�a��e�s � s��e�,�s,s ResOokkicer'eoola I Greal ve Solullons INSET C 3125 3120 3115 3110 3105 3100 3095 3090 3085 3080 3075 3070 ....... ......... ......... ......... ......... ......... ...... . ......... ....... ......... ......... ......... ......... ......... ...... . ......... 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IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING 2rJ O ZrJ SO DENOTES TEMPORARY � � � a mp o� N �s C� r,c� i � .......,... �'� �<., c+�� -� SRS 20p1 _ � �� iS PROJECT REFERENCE NO. SHEET NO. R-29/5E ll RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � IMPACTS IN SURFACE WATER m� /t �'. -___- .'� " \ * .i� ........ i�1.` ` ���/ SCALE FOR INSET � F �`� �� I N S ET C � � � 50 25 0 50 100 ' J � � � Q � �" � � � � �� �r� SCALE � � .���, � . . � � DOCUMENT NOT CONSIDERED FINAL � � \ � � �� � � \ � � �� � � __ � � UNLESS ALL SIGNATURES COMPLETED � N N � �: . � � � ;� � � � + , , � � JERRY L........... / , i � ; �� i SB� � s� � L / �� ��, SITE 15A � � � � Ex,sr R, � � � � � � � � ,�. + ;'� � �� sm �� � ��� � � � �� � � �� ��; � � � �/ \\ --/5��6� Pd YDOTEM� � � /� J �� � ° � � � �� � ���� � � ` �/ <� 4u2r�¢ii�rroN'�� srR A C' SEE \� s\ . . Psr eeMnirvS � RODNEY TERg{� � RGANQUSBAP � � � �, /�� �' �i � � AND WIFff,:C I ORGAN �`,� INSET A o s E�PF� � I N S ET D ���� ���� �� � \ � � � E o � � \ - �� �� Il .-36" 0 � � . '\/ ' \\ \\mfsJ� v / }6' ��-:. ANALYS� PA KAGE E � _ I � I`� IV2 Srl; /RGP-III - I� \ . __ _ / 1D \ \ ��_� y � �y I '� / � �g �� . JERRY AND ROBIN BROWN- � 7.3 Ws � '� i DIS�T�URB S�HED -- �- � 15 .TONS CL I RIPRAP 36" CSP . F\ �n\'�,� t�.y .� � /'� I y, i� � � .w/MH � ELBOWS ' � . r \� � �. /.' /�� � I �i '� �F. _ � O \ W/.i0 SY GEOTEXTILE ��.� F � EIP 2, 4,.� .' �% ' , � -�e TOE PROTEGiION STD BASE DITCH --- F F\\ / �r�,�� r I \ � � DROP STRUCT, SEE DEiA � A i COLLA W�69TOSY GEOTEXTILEAP � _ . r . n P \\\�' �/ ' � ��, � I SITE ��A N \ ON BANKS ONLY � _ � _ / NCDOT � ' I"' f / � � SEE DETAIL V W�� TONS CL I RIPRAP, ` �A� STD. BASE DITCH r �DROP DEPTH-65') 69 $Y GEOTEXTILE W/]LTONS C_I, B�RIPRAP, W � � SEE DETAIL D ~ �jJ � . 4 TONS CL I RIPRAP ��y� �'/ 169 SY GEOTEXTILE � �- W � B W/10 SY GEOTEXTILE SEE DETAIL Y -� / - �-�\ W "' ' ye - � �SEE INSET D � ' � �' \� N W / �l . _ .� � � .. N �_ � /DROP STRUCT. \ C � N W � ' �� `"' m [� V10-9] fVs ---� W // �PLUG & FILL _ �� ' O q I� 42" CSP --1B w/MH � IDROP DEPTH-7.4') W (/� / I�� W/FLOWABLE � N 2 ELBOWS "'�, �� N FILL �� .- DROP STRUCT. F F �2GI-A O F_-_ G--- F---�/ `---__ T__ �DROP DEPTH-6.8�--._____----------- F ---_______- 2GI_15" P-II �. ... � GREUa i��3bia O 2GI � T -.. + ~ 4' � O �� PLUG & FILL - + � W/FLOWABLE � � � a_ ........� / � ^ " °'= N l9' 2/' ll.l" E -L- > Fs I� � Q s�i n o: � �T ? �� /^ �PLUG & FILL � N 1% . W/FLOWABLE � Fi�� � N I 'J IA....... 4 SY GEOTEXTILE , � F ____ ____- � ��CON � . . . � � �� ... . � . ..- I O 5 D.BASE DITCH -W23 TONS CL II RIP `P, . _ F, .. HW SEEDETAILU -� �-. V.DI ► ----.� �..�.� - . p 2GI-A� __-_� >. - -- - J � - - 10' WIDE BERM �� - SITE � 6 � � - - � I < ----_-- i _-_-_-_ < - TO 16 W/MH W i~ � I TOP ELEV. 3117.0 � -------- ` _ ^ / _ _ _ _ _ � i' � � � �SPECIAL CUT DITCH D-� A ��FS �.. ... SPESEIE LD TAIL WCH � �g� --60" RCP-III SEE DETAIL AC ------__ �i � / ------� �SEE DEfAIL W y W Z � -SPECIAL CUT DITCH =_ -- -_ v � / m C � D - � \`^�H I SP CUT DITCH SEE DETAIL W / � -- � / i _ � ,J i T SEE DETAIL W / � SPECIAL CUT DITCH _ � \C - - - � _ _ ��-. � z�SEE INSET B� � _--, � P� sEE o�A��A `� - i _�� z�_ � � � � ,,__ � ,, ---_ - � -rt � _ � �� � .. SITE 146 --- --__� �� � �,� - F� � � 2 sE���^� � �� � - �- _ SITE 17B � !I -- � H roP e�Ev snas� �, c` � � � c c� � � � P ' _ - _- -- � ,. _ � - - _ I \ v `�<� � �oaoP sreucT - __- _,�� - -, r� '- - '��• o� .._.. � � � `P��i�� _ (DROP DEPTH 5.6 J �O r� � E I E ..._ � �'� 'f €:,i>f,l_ a.wTo/'�ER�C��ANDLELIGHT �'..-.� ..��.: ~ -_ - i o-- ..x.i�i 52 \C� ,•c`.�` . .��w.� .� � � \����� \ . \EIP ExsrNcai� ... -.. ^ P\'Ir Ai � i & PERCHED,INSTALL J�EE INSET C 'a� ,�}`� � 6Q � �' � ,L� � / �� i DR.IS UNDERSIZED Z \ _ � � ��° � E3 �i„ oo' � •- 0. � - - i° �� i A JB WITH A DROP �lj � . �;. � �Jg i i i i IN THE BOX TO TIE . � .- -�- �\� � -- -- � ��� .. �i i iw i TNE EXISTWG 36" SITE �5B �� �.� �/ � �D.NEWTON CAVINE�S � - _ m n � � � � TO A NEW PROPOSE� * 'y \� � i ..� \ o � � � � II � � , -- �� � � � '��'� � j ', ', � 6a" a�r our�er =>s. , �Fo z�esr o � � � N `��" ' ; j� MicHAE� A�oia ANo wiFE, �Jl,i ��a � � � �� {� � �3 � � � i i i� � � � CINDEE ALOIA '�/ H;'/1�H � . i i i �. \ \ x �SF� q � � h � iA � r � N � � � � m � ,_� ' �� � 4�3 �3� �� I � �� � � ���� , �� - +`�a� 85� . i I 1 1 �i i ` � � � � m I - -p X� . NaPE % � � i i , �� THOMAS JARMEN AND WIFE, ���� � ^�. � � (j � � � ���^� t�s �� _ - ' � _ � � LINDA JARMEN � p �X� � � ^�. � ,{�'�,5� __ . � � � m � ,,/ A�i i i � , �,, - . � a i i � ,, . . \ � ` r T _, �Q _, �- iy sFo �� � � � � - � � ��� � �� � CHRIS A. PELEZO AND WIFE, � � ��\L �� DORIS F. PELEZO �\ l�l WILLIAM H. WILKINSON HUSBAND, (((�, AND WIFE KAREN WILKINSON \ THOMAS JARMEN AND WIFE, \ � LINDA JARMEN ` A-A B-B C-C D-D E-E F-F G-G )� H-H I-I J-J � 8.0' S.0' S.0' 7.0' 12.0' 6.0' 6.0' 6.0' SO' 6.0' �� � -��� o.�� a.�� a.�� o.�� o.�� o.�� o.�� `K � ro.o� � o.�� o o �� P: �s�si a�a-ssso � � � � � � _ ( \ , � � � 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 1.0' 1.0' 1.0' 1.5' 4.5' 1.5' 2.5' � 0.5' 1.0' NC License No. FG' 12 5.0' OUTFALL 1.5' OUTFALL 3.0' OUTFALL 2.0' OADSIDE 4.0' NFALL 1.5' NFALL 1.5 NFALL \� h 1.5' NFALL 2.0' NFALL 3.0' NFALL EnginaerslCons�n�ctlonManegerslPlannerslScientlsis � FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 ""`�'""0°"' . � � FOR -I- PROFIIF SFF SHT. 91 aesoo�,�roe�eooiaiaeai�esoi�oo�s �� oeHores Fu� iN pERMIT DRAWING ^ WETLAND G�I SHEET 26 OF 46 � �DENOTES IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING 2rJ O ZrJ SO � DENOTES TEMPORARY IMPACTS IN SURFACE WATER SCALE FOR INSET 50 25 0 50 J 0 `I �T1 �1 — SCALE �0/s � � � � 0 �' Q C� riC� o � W � W -_ 2 cn W W N 0 F�- C -_ � �� � � � Q o: �y N °r a � � J I �W2 � A ` . HW W � Z � J B� . � MH � J v SEE INSET � 10' WIDE BtRM � TOP ELEV 3114.5' SEE_DETBIL Ac - d� �a„ -----��5\ \\ � � �: - .................. '\ \ ��� � �,,�;� ,� I NSET � � ',� 1,,\„���� � � � - � \ �\ �, SITE 15A �� � _ �DROP OEP�H �6 5 � � � �, / � � i � / / / - F ---�/ .....- � , � oti �°j�i i� � I I \I 1 '� "\o � � ��..�\o o - " SE E MILLA _�� A E, Gt�R A I� A �� O I 36- � �� '` CL I RIPRAP GEOTEXTILE JK�S ONLY / � ii / Q m �' ' """ ' " " '� ""� STD BASE DITC �- �� COLLAR-' . ��169 SY GEOTEXTILE y�� 7ON5 CL I'Rll SEE DETAiL V 69��SY GEOTEXT - -��--� � � SEE DETAIL D �/ - ,Y�� ,� = - . - � ��� - � 3WG--& fiLL -� � ��-.'. _�__..... i-' W/FLOWABLE T fl�� _ _ r r - _ _ _ \ � * � ....:�....... W � T � I NSET C � � -- ,. _ � ��_-�� ,,� - - \ _--... � r _ �\ \ �`---__ PWG & FlLL W/FLOWABLE —��oois_� —� SRS 20p1 \ �Q � \ \ �...,..�\ ER � � � \� '� - ���. / PROJECT REFERENCE NO. R-29/5E RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. // HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALLSIGNATURES COMPLETED RY L. .......... � o�� �s � � e �� o �� � � � %� POND Rf�.40 / � ���t;��. ` 6Y OTHk,RS. �%�� � iJURISAt�ICT10NAL STR � ��E - .. FF�CA.. ��5$A" ti REMAIN$ � rcrLt_�0&GAN , /" \� - ,' / / / - - - :._ � `<.: �� � � � tDE �� � o � a i vz sn: SEE OUTF LL'�— ANALYSAS PA KAGE DO NOT � ` _ __ __ DISTURB SHED �' �Q� '� "' ��._ i � � � � , � - � � �� \ SITE 17A � STD. BASE DITCH �� � - - � Wl77 TONS �C� B RIPRAP, C� C. 169 SY GEOTEXTILE W SEE DETAIL Y � � � �.. -. .. _ �� � �' � V..� � �SEE INSET D � '' �' \�� N c � � ` - /DROP STRUCT. � V10-9.1 fVs ------>` W � _ _ _ _ 42" CSP --1B �MH � IDROP DEPTH=7.4'J W - � 2 ELBOWS �.... - - - - _ . . .,, � � � � ,-0ROP STRUCT. F F � � �___LDROPDEPTH-6.8�--._____----------- F ---_______- 2GI_15" P-II �2GI-A .. G�iEU1�3bia O _ � 0 z � � °'= N l9' 2/' ll.l" E -L- > Fs I� �° z�i-a .....R.. � � `PLUG & FILL �I Q W/FLOWABLE � N v , I O7EXTILE � � I .��F '��� � -- - - iAILU -_'� � �. .. - ' -�.. _ ' . . . D�� 2GI-A � - J �... -�EYWIDE BERM �� � _ _ _ __ ___ <__ _._ SITE �v < __.-_,___ -TO�16 W/MH - -- - > .�F= � ..__--'�—> — _. ' - _ SPECIAL NT DITCH TOP ELEv 3117.0' -----.. -� - �' - - � SP - - - � - - - RCP-III SEE DETAIL AC � ` --------------- ' ^ \ / � — - - � � � EIE �DEfAIL WCH � i � - - - - m � SEE�-DHA�L VJ- - _ . W � --_-� -SPECIAL CUT D�TCH - <-- ...... .� ' \ / m G � D - / CUT DITCH ... $EE DETAIL W / C - �� ---- � � � / . y __..._ _ _... . __ _._._ . ... � .._ . f � Z _ - ... -- ..... _ - - � Z E DETAIL W / _ _ � $PECIRL CUT DIiCH � _ _ � z - �� � - -- .. C — - { - � � � ^ � / ?� � �. SEE DEfAIL A C - ..._- .,. _ .- _ .� � E-G T � \.��'� � ��_ -__-_-__-_ /� _-_. � _ .. .—�----� _- -- -.. F� I ; ��-� - � V /� � '�� �.. SITE 146 — ,�, �,� ,ti_� �����z _ -- _ -� —_ � � � �� - �- � —� - + � - �� - �� H � � �oeor sreua. �i .. � � � _ � „�/ _ _ � �� � SITE 17B I� DROP DEPTH=5.6') ------ __ ___ 'P -- — _ _, . _... . --• E v+,E .... - - _ —�---T-- - ' - rF� �'Oo - ' � ObIE ._ �m .��ii/ � . � - p� ._ - ... -� � _ �� --r vr �5° ��� � - �- - 0 b� � �.5 - — � . 6 � � � � w x --_ � \ _ � : exsriN �q� � � ,- � � �E��E����r- - �� ' � � 15EE INSET C '- � o� � - - -��� � �- `��-€� ���_` � �- �Y� i � DR 13 UKIDER;IZE� OSI£ �. Z \ _ _ .� �. �P� i i w & pERCHE6 HJS�ALL � � . i A J6 wliH A DROR � � �. � ' . � i IDI THE BOX TO TIE �� � � � � � �- - � ��� �w ;� me�,sr,Nv 36 _- o9i� ������ SITE 15B \ * � '-�I � , � � � o.r�w�ew-cAvw� �w� � ' =•R � � c' ' / 'A..MEW PROROSE6 - � � 'K � IS 0 24' BS yo �� � \ - \ � � / _- : J i i 6P" RCFP QUR � 0�1� � 1 � � � � � _ /� �\� I 11c) I � i / - _-_ L � \' /;�. � 11� \I\ 1� / - � � � � P �-I.S ���� �� n ` _ o — x � 9 - � � i � � �� 1 � �ii \ ' '^ I . I � �c �D � n,� � '_ P m 0 _ I�EE� AtflIA; \ � , , . H H I 9\ / _ 4 9j£ \ � �'GS �\ �� \ � �� � � \ i � m' � ' � p� �J M I 1 Q - \ \1 \� i � { _ � / �L� 9 � X �O � .. \ I 061� �,`� � � /TH9�I��P l�, /AM� WF X �� � �. � � �5 �� I � , � , j _ _ � _-. �� .�.� , � i : _ � - � i A � � 14� � ��_ � � , �� Fo �� � • �� � , 53 ,, � v,� _ � �` � �� � / � 1 i ; % / �a�s� � `> m _� - ��_ _ ' � �I ,.�_��_�-'� '- /z � �� . � �� � ' � / -�' l� WILLIAM H. WILKINSON HUSBAND, \ � I - �((( AND WIFE KAREN WILKINSON THOMAS JARMEN AND WIFE, \N I � \ LINDA JARMEN ` � 'F A-A B-B C-C D-D E-E F-F G-G )� H-H I-I J-J 8.0' S.0' S.0' 7.0' 12 0' 6.0' 6.0' 6 0' SO' 6 0' -I o�� a�� a�� � o�� �o�� o�� o.�� `K � ro.o� � o.�� o o �� 1.0'I � 1.0'� 1.0'� 1.5'� 4.5'I \ 7� 1.5'� 2.5' - ` � � 0.� 1.0'� / J—�L J—�L \/ 5.0' � OUTFALL 1.5' � OUTFALL 3.0' OUTFALL 2.0' � OADSIDE 4.0' NFALL 1.5' � NFALL 1.5 � NFALL \� h 1.5' � NFALL 2.0' � NFALL 3.0' � NFALL � FOR DRN. DETAILS SEE ; .. ` . 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SHEET NO. R-29/5E l2 � I ��S�5 200� ROADWAY �IGN EET NO. HYDRAULICS O ENGINEER ENGINEER / NP \ I / JERRY WILLARD AND ,WIFE I AD E M. WILLARD PACK FAN INVESTMENTS, L� "' 5° 25 ° 5° ,°° I N S ET A � DOCUMENT NOT CONSIDERED FINAL SCALE UNLESS ALL SIGNATURES COMPLETED � MT� eUS 1 � � � � � —�� � ' � i --, � �7 � N � � _ — �. DEREK MCCL � � ���— � =—J -- -- � �� � , O � �� ,� i � �� A O�� TRI COIJNTY PAVING. 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J ' Br� --- � CM 2GI A ^ FS iF�\ —24 RCP-III / ------- _— F _ -- __ — --- �----- � �� ��—�= '— � __- —' 1����J�j��'7� i � i �/��� �,.Rcc_in �� � F s—R�ur_ � � �� � CSPECIAI CUT QITGH � " "'� ---/�� _ �s. �,.,L..� ~ .n. �SPECIALCUT�J.^�. _�_ -- -=� ..� / i _ 7 _ _ _ _ � LJ,A � %C' SEE DET9.IL 1N � . ; ` _ . - — _ -.. .,-,.. � �� . _ _ . �� i _ — _�13— _ Z SPECIAL CUT DITCH � �COLLAR � '-~ ��. 7 :^- DITCH V10=6.2 Ws B _ ___�SJ� � ��r ' i / ..' �' .� W/602 SY PSRM J' W/MH '� SEE DETAIL W AND E%SPND � '� SEE DETAIL AA � � _ � y5j5 � �\ g � p .,::� ' ' / ,- � �, J (2 ELBOWS) S��' ��`r-''-��� '�� �~ L'-' DROP STRUCT _ � TONS CL I RIPRAP � � L 2 m � $YSTOEME (DROP DEPTH 34') 5� ' W�5 SY GEOTEXTILE \ � �� ,- \ Z ' �� � � ON BANKS ONLY � SEE DETAIL AF �� V � SITE 19 SEE 'S` I � � � , _ � �SjS INSET B � Q— _= — �� �,— -. _ � w� � � � 3 f/ F � / � -__'""._'___ a /' � .. �q ''-' . 5 � -� �z�srm e w �A, �� .. ;'S///..., � ,�� � i U � _ EXISLiNG R/IV /"� / \ i / V / N C / Q1 � � � �� �// � Eri f ti /,p � � `jd { O ro �/ + I C E mp o� N Qz �: �NA J H WEAVERI II STEPHEN J. BLE SANDRA E.BLE A—A B—B C—C D—D E E F—F 8 0' 8.0' 4.0' S 0' 1 0' 14 0' �r01' �% 0.� �Tr0.0' �I� r0.0' � - 0.1 � O.r 0' I_ I LS �\� 20�� — 1.0 1 � LS� 3.0� l.d� L J� 4.0' OUTFALL 2.0' OADSIDE 0.0' OADSIDE 0.0' OUTFALL 3.0' OUTFALL 0.0' OADSIDE �U 7►A�7��\I � R�C fC P: (919� 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC Gcense No. F-o' 12 Engineers I Cons�n�ctlon Managers I Planners I Scientlsis 2D-1 OR 2D-2 `""`�`""`°`" Responsive'eopla I Greal ve Soiullons � 6 � � DENOTES IMPACTS IN pERMIT DRAWING � GLI SURFACE WA7ER SHEET 30 OF 46 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 25 0 25 50 SCALE FOR INSET � � H w w 2 N w w N O O + O� � � Q H N I J � W Z J _ � � -o Q � �0 N a mp o� N Q? �.. � NA J H WEAVERI INSET A � � INSET 6 � _- � � / STEPHEN J. BLE SANDRA E.BLE A-A B-B C-C D-D E E F-F 8 0' 8.0' 4.0' S 0' 1 0' 14 0' �r p 1� —%I 0.� T r0.0' _I = I p.0' —I - 0.1 � O.r 0' I.-- I LS �\� 20�� — 1: ' I � LS� 3.0� l.d� L J� " I 4.0' OUTFALL 2.0' OADSIDE 0.0' OADSIDE 0.0' OUTFALL 3.0' OUTFALL 0.0' OADSIDE / 5�5 2ap1 , N�� \ I RRY WILLARD AND ,WIFE I AD E M. WILLARD PACK FAN INVESTMENTS, L� "' , � �� A OZOE� 4 M ` e"S L _ _ . , , �— 1 �U 7►A�7��\I PROJECT REFERENCE NO. SHEET NO. R-29/5E l2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R�C fC P: (919� 878-9560 900 Ritlge�ield Drive S�I�e 350I Rale�igh, Narth Carol�a 2�fi093980 NC Gcense No. F-o' 12 Engineersl Cons�n�ctlon Managersl Plannersl Scientlsis 2D-1 OR 2D-2 `""`�`""`°`" Resoonsive �eoolal creai�e Soiuilons � 6 � � � �, � � Q �; GLI 25 0 25 50 SCALE FOR INSET 50 25 0 50 100 `1�11��� SCALE N r W W N W W � � � � _ -� -_� �.`.-�-� �L�: ��,� -� � � � �_s � _ - -----_ �,t .-� � — �---- --- ,���� W/6 81SSOYE GEOiE �TI E�p� . _- - � - _ . � TOE PROTECTION � � / -- � / � / Q. ` / � �''� �- - I NSET PERMIT DRAWING� SHEET 31 OF 46 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � DENOTES FILL IN W ETLAN D F:�� DENOTES EXCAVATION ��� IN WETLAND � DENOTES MECHANIZED CLEARING T A I NSET B � . _ �- � � '� ��� � � � � � � � � i -__. �. O � + SITE 21 ,� �., c,� JOHN C. JONES � �v10=59 fV v- � LATERAL BASE DITCH � E LATERAL BASE DITCHE � 1 SEE DETAIL G � WBS TONS CL B RIPR4P, r�� _ S� ' � E _ E �.� E z2e sv �eoTexn�E�� .. � SEE DETAIL L ,�� � - J �- � -_ _J - 7 �, � �'(-' ' � _.. - � � Q + M = --- � __ � �— ' 5.91 % N � 1B wMH �' � _ _ J . ,e 1 % RCP � �� 2 � � S� � \ \ � r✓ TRApE JORDAN I \ � \ � \\ � ���„-. .. \ \ \ \ F � ......_.. _____________________ ____________ � _--..------- --� TB _ 2G TB 2GI PROJECT REFERENCE NO. R-29/5E RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /3 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALLSIGNATURES COMPLETED ' U ,� i v SEE OUTF�LL ANALY515 PACKAGE � �,/WAYNE F.STANLEY 2 TONS CL B RIPRAP \ �� Wf9�5Y GEO�XTILE �,� ry � � •� F;� � � �dE inTean� v C DITCH SEE DETAIL 6 \\� i'',. \ � � __ _ `-DROP STRUCT. � (DROP DEPTH=4.6') � � 75" RCP-III ____ __ " _ '_______ ---------- --- _ � F - _ --__ - _ �� - — - � - � � _ _ _ _ � _-�-_ _ ----__ - _ - --_-------- - _�� �, _ _ _— P - _ _ � �-_ _ - _ _________ _ _ __-__-___-- ,l _--- - - G _ -__ - - — ������ . \ .. __ = ____---zci-- \ � =- ----- -- -- - . � � � Q,�PO �� � F i '� � �' � � W 2 � W W N Q � � � � � 5. � � � G � � �B �- 30 � � � i_ �__- F S � w/MH � RCPIII-� �,� � I � � F — . �C�����----��_�� �X,'� F J -_`_ � � � SITE 22A � ��,j� � W � Z -� 4 TONS CL I RIPRAP _--�- _ � i =�' � IATERP.L V DITCH W/IO SY GEOTE%TILE - —_ � �S i I W/I78 TONS CL B RIPRAP, � - . __ -_- 1S=�J5- 282 SY GEOTE%TILE __ J � -_- SEE DEfAIL K T STD.BASE-DITC 15 -�� i W,43 TaNs «,R,�,'�� = SEE INSET B 89 SV GEOTEXTILE S �\ �j�= 15 � � � D � ���. SEE DETA11 - — - A � __ .\�.'� ___ � c ` -- �s�—� — is�s ✓S � ���..._�/�� _ INSET A � �" - ---- - - ----- ��,, �,,.- — — � s � � - - - - E�P � �� � � , � /�' � a - - - � �,�-4.4 f� � 4, — _ � 3f. _ _• �'u . H. ; a:, �-w SITE 20 �-��� -�f . � N� � - � , �/ � �,� - I - <� - � s;,, � � � / _ �5 O � -� � WIFE, MATTHEW FRAMPTON AND CHRISTOPHER FRAMPTON \ BENNY B.HURLEY A VICKEY S. HURLE° \ \ A—A B—B � n.o� a.o� O.r 1' � O.r 2' —� 3.0� 1.5'� —F—i —F— 2.5' � INFALL 2.0' � OUTFALL 41% p�� S� S� I � �P� /ANDREN � � % ��� o � � � � � 0 � ,\,� � 0� ,� � � � � � / SekO � � �\'/o-� / . � � ��F � �°"� �� ��� SITE 22B \ � 40 TONS CL I RIPRAP �� �,�\k� ,� � � S E E� W�5 5Y GE�TEXT��E ON BANKS ONLY � SEE DETAIL AF INSET C`, V10-9, fv= i'p � � - �tr� ar �z��`�� '�T_,'� � L+�� �r"�. l�j��_�_\T ,��� �,-f `.�-+�� :�'Lt����� �-- —L� _ .. `�—s--- ----------- -- ---� 66„ 3EGINF RCP-III � — L4TERAL V DITCH DROP STRUCT. � q �ENCE py�79 TONS CL I RIPRAP, (DROP DEPTH=3.0'� 431 SY GEOTEXTILE 5p pef;'-- 3� SEE DETAIL K �g h�Qy RCP Lid � Sp. Def. ',� . " 16 w51ab ::Z Lid Z 7�i���,�l��i���y��yi���� R�C �fC P: (919� 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 Engineers I Cons�n�ctlon Managers I Planners I Scientlsis www.rkk.com INSET C � 6 � � GLI 25 0 25 50 SCALE FOR INSET 50 25 0 50 100 `1�11��� SCALE --- __- 7Z_ _ - - ��- ���� ._ 2�-�OHHt�F£.-70NE5 - � PERMIT DRAWING� SHEET 32 OF 46 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � DENOTES FILL IN W ETLAN D F:i� DENOTES EXCAVATION ��� IN WETLAND � DENOTES MECHANIZED CLEARING I LATERAL SASE DITC � l SEE DETAIL G � j� -�J �� , �, �IT,OE � PROTECTIOIJ /. / � �� — , ��� YJ/6�2 TQNS CL ¢ RIPRAP, / ' / � {'�. ' pa1 $Y C�EOTEXTILE � / T I NSET B � � SITE 21 _ Q1o=5.9 c{ , �' e / p�� S� S� I � �P� W, \ SITE 22B \� k � `� ) % _ SEE� � „,,,, INSET C FENCE i i- ___ __- -- ��l'�� � -cz�7`�-��Tz... -'��'���-t y-. -[.� rf ' � v--.- _ PROJECT REFERENCE NO. SHEET NO. R-29/5E l3 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALLSIGNATURES COMPLETED 0 0 � � +'" i � � � � � cr � SEE OUTFk1L � � ANALY515 PACKAGE / � �/WAY�IE F.S�AlyLEY �q � - ��-, � _ 2�0'IQS CL'B RIPRAP . . - � FT�SY 6E0�7'§XTILE g CO � -. � 6� ��� � - � � p� �� r� � \��E I /�/� .��; _�_ �- _ - � ,:: - � � � ' �}���-�� -'�k�z L��� ; �;��� u � 1,����'i�,-' � `��� / — ' SEEDETAILV / - .. _ _- 08 � �rier__-._,-__._. \\ � ` � 1 v'.I�...I \'--- � ___ 66-_ - ..,.: LATERALV C �y. '__ / � � / / / � � - — - - \ - -�� � �_�_ --- _ .... -- I � CP II�/ DDET\BE 1� � P- � i'.� & / -� _� -� 6Z - - _ __ � - - � - - FENC aL4T5Y E O1L XK ILE DRbP STRUCT � � �lal6 ... R n_ �BEGINF � �d^ / , . E W/179 T NS CL I RIPRAP, \ � ^� � . - (DROP DEPTH 3 0' -30' � \ � . � �G .- 6Z --- ��� _ _ SQE 5 � - � 066Z �- - � -- - � _ P RC � � � � ' - ----- — - --`� � � _ _ � P N W -' - ���DROP STRUCT. � � ' 000� ---- --- - - ------- --..... -- �JBPw,�51d6 -:'�� (DROP DEPTH 4.6') � F � W_r �� .:_ -_ ____ ..___ ...- . . .. �d Z � .... �y - �-; � - -- - -- --- =wn�Hc _ W -- --- --- : - -- � -- �- -- s -_ N -� �PLUG & FILL � - � .... . Tg � % OWA LE _ ,���.- 2GI - _ „ _ _ _ _ _ _ _ _ _ _ _ '- - - - -------__ V' T9 ' > �'� Pa� � ------- � Q zG 75„ � We _______- _______--__ w ----------------- --------- - — � --- - - --- > N F _ _ R�P ��� � ---------------- — --- + A------ ------- -- --- --------------- N n ----- - ----- � --------------- � ---- --------- _ ---- ----- _ --- � -- ------ - ---- Q� � ----------- ------------- p =_ --------�---------------- ------------------------ � ------- - � ---------------- _ _ a ----- - z — ------� -- � --- -' . T - —._ ----- ---- - ---- -- ----- -- --- — — - � -- ---------'—_ --- --- -- 2GI ____- �_ �_ - _ + - ___-- � F ___-_______ _'--�-------�--_ __ --__- � _----'- __ ----� __ � -� -�� ---' _-_--------_---- �-�_�� _ _ .. --_ - _____ - _-_- - _ M_-_ --- ---- � ___ ---z�� P� _ _ ---_--_ �\'2\?c� 1 - � -- ---- - — � � ____ - __ —___ --- � . � � s ..-.- .. ___ - __ _ _ _.. � F , m _�_"� � �' G __ . _�_:::. - _-. - _ _ ' - _- _ _ - - - - �' � � � _ _ _ P� o,�,�. .. N __- ' __ _ _ �� Q . . f - . !H . ...30 %- � Q . _� � -"_`� ����--- F . .. ._ � � "_ _. __ - .. /_� - \\ -_ /� _� 29 ' S� " � �,. �� M� /�ecP ui � ..' F J - -- - I� �_ _ / F , _ _ ' ��a� f�"`���a��� 5.q� N �s v„Mr, �� --��/� 9g zaao . -- � � � - $ITE ZZA � -- ,\�� �� y'�� Wj , -f � � / � � � , � / xr j 18'� -� 4 TONS CL I RIPRAP J � 300 , , i — /.. � � ..- _- __ 1S =15= ____ " I .__ , ...... .... T H . - ____ �' L � _ _ _� ��� . .. . '� RCP-III H'��0 SY GEOTEXTILE , � _ � f � _ � __ _ ... _ � � . ' W/118 TONS CL BI RIPRAP, 1 _ f J . . - � - _ -- _---- i - ,� . �: 282 SY GEOTE%TILE �_.: J STD. BASE �DITC W W,43 TONs «�R,��d,�� - � � A� ����-=. —�� -- - SEE INSET B --�z\ -- sEE o�A�� K U 15 I . / z.'. 895EE DET�AIL DIL .1✓ :.3 `,1> , i_.� 9i, ,_;� ; ' ! � �_�y�_— . , \ . �- .. I� i ' ; � ��� , � , ��5 Al � _ -_ _ __ , __ _ ; -- �5,� —� ��- --� / �i , , 2 _ � ', � - _ , - � _ -- . , , �6 r� ; � � � �''�;�_ ��� > s ss ►v— SEE INSET A , �r_�- � g_�%`` - — --�- -- _1�---�- ���� ; _ , , � ��- - C V10=4.4 fVs .� '�'� \� �, y�__ ' ' �� E%IS G R w IP G Ri _ - ,� L � � - _ SITE 20 � � "�� � �� � �<�� `� j5i` ��66� aiw . . � \ . � \\ __ , E �_ �� � —1 ��� � � � � 0 � � a g. �` _- _ _ _ _._ 1�" � ` - � - 'r ex � �Er'� •+, �S � � �C�� ' / \/ �-� \� ' � , , �, , ��°£ OZo �i , , � 1 \ �—=L � a�o� �FO F \ O60£ ��� �,. � �S/ Oti�A MATTHEW FRAMPTON AND — � �� CHRISTOPHER FRAMPTON .. �V � , . �5�� . . �.VIFVIiIEY AND WIF�,- — �- ���EqFJ M. WHITLEY . � -"� � 1 � 000� __� o�o� �-� ��-__ - � �\\\ \ BENNY B.HURL� , VICKEY S. HURLEY \ \ �; A-A B-B � n.o� a.o� O.r 1' � O.r 2' —� 3.0� 1.5'� -F-i -F— 2.5' � INFALL 2.0' � OUTFALL 4 L.A\ \�- - I NSET A � - �3- - JORDAN ....... �� � � \�\\ � 7�i���,�l��i���y��yi���� R�C �fC P: (919� 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 NC �cense No. F-0' 12 Engineers I Cons�n�ctlon Managers I Planners I Scientlsis ww.rkk.com Resoonsive �eoola I creai �e Soiuilons INSET C 2,995 2,990 2,985 2,980 2,975 2,970 2,965 2,960 2,955 � 2,950 J � d d � � 2,945 x � � 3 � 2,940 a w � � N � 2,935 � � rn � 3 0 2,930 ro � � E 2,925 0 � � � 2,920 � �, m 300 250 200 150 �.........�.....�.. eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee! ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i ���������������������������������������������I ���������������������������������������������I ���������������������������������������������I �����������������������������������������I ��������������������������������������I �������������������������������������I �������������������������������������I �������������������������������������I C������������������������������������I ....................................� ....................................� � ...................................� �...................................� / / ....................................� �����������������������������������n • �����������������������������������n ������������������������������������n ������������������������������������n ������������������������������������n ������������������������������������n ������������������������������������n �������������������������������������i �������������������������������������i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i �����������������������������������������i �����������������������������������������i PROIECT REFERENCE NO. SHEET NO. R-?9/5E ROADWAY �ESIGN HYDRAULICS ENGINEER ENGINEER dNC�11g]�]L1E ]E 1�]LAN� DO NOT US& FOR 8 W ACQUISITION �10�.�.���� �� �p..a��.� DO NOT USE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 33 OF 46 "'I""""I :1 . 1. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED � � � � — � il RiC fC P: (919) 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 N� ��e�sa No F o,z Engineers I Cons�n�ctlon Managers I Planners I Scientlsis ww.rkk.com Resoonsive'eoola I Greal ve Solullons � I — COUNTY OF ASHE � COUNTY OF ASHE I NSET A � 6 � � � � � � 0 0 � a �� o� N Qz �; ASHE COUNTY MEMORIAL HOSPITAL.INC.i � �� � yo i i � a� ti ��h / � ���� / / / Q��/ � � }/0 '..-- �Ali I /I /Vl i0�/ \lM / ��h\ \ ��/���i I �\ I / ,Cl i�� /Q /� � �, , � ,oh¢ ,' / � ��g� � � � e r// i � / ��;�� � o �, + , 0 �.a tv 'h � � YADKIN VALLY BANK AND TRUST COMPANY �DI � �� I BS? // p9 � 0 = a '6A� 1��.��� �ek eus � AA - \�C ri._ � DENOTES MECHANIZED PERMIT DRAWING CLEARING SHEET 45 OF 46 GLI � DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 25 0 25 50 SCALE FOR INSET 50 25 0 50 100 SCALE � � I � J � ir� y/ I m� m � � � �, \ ' ISM BUS ' ��/ / /.. 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CUT DITCH � �� j � � SEE DETAIL Wf' � . / � 57 � ��w i i .....____ - / �_— -: - { -______� { � Zy �� ��' � �� / � F..�p�E�• _ �� /�NGlr � �s H!8$ 25 PR . � J 45� � co ev .�dt � Z ���/ / I � NaarHviEw oR 2 esr V� Q _ A / / — � � — _ _ _ - - .. `� � �Q D . exisrm aiw � --� /'. / , — � 1 � Re CONC � _ ___�—�� . , /� �� ����` d fl fl � KAJAN„r:L1C. �• � a � ��— � � e �� C3 �� }� �7 � \ aEraiN SYS7EM �� 100 �8d / � `� oI h�� � 4 ���� f�� > 1 V � � �� '� IVI� � / � � �Z �� IIC � m . d�l � � I�i � �� z� —_ _ .,.� � enP / IEP �� � K BUS II _ — i �--- � _� ' COUNTY OF ASHE � I EiP � i � � I58 ��I � 1 gUs `' �I I ��� � \ B57 PA �I \I p l5M �I� 1 m� � � _ — �� m m� �', 2 PR 'z � `a � __— ' \ I � � � � —�_ ,,_ � = .�� 5 � � n \ STARW000 INVESTMENTS. L.P. ( I 1 \ I 1 I HST PA 6���oN� ��R�� . �� . i� � •�� � s .�� ` �a � � t� -_> V � �_ o � �� � � � = ......i / i — � I — COUNTY OF ASHE � COUNTY OF ASHE O x � � REMOVE EXISTING Ce, COLLAR & EXTEND 18" CSP (2 ELBOWS1 TO TIE TO NEW PROPOSED CB 1705 _--COLLAR IE TO El(ISTING � CURB & GUTTER \ � ........-18" CSP 2 ELBOWS I I I f JOHNSTON PROPERTIES.INC. PROJECT REFERENCE NO. SHEET NO. R-29/5E l7 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER r O O N � N c� � � �Q DOCUMENT NOT CONSIDERED FINAL I Z UNLESS ALL SIGNATURES COMPLETED � � \ - - - il RiC fC P: (919) 878-9560 900 Ritlge�ield Drive S�I�e 350 I Rale�igh, Narth Caro I�a 2�fi093980 N� ��e�sa No F o,z Engineers I Cons�n�ctlon Managers I Planners I Scientlsis ww.rkk.com Responsive'eopla I Greal ve Soiullons I NSET A WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 -L- 670+03 to 670+45 RT DITCH < 0.01 2A -L- 675+33 to 675+66 LT BANK STABILIZATION < 0.01 < 0.01 14 17 2B -L- 676+43 to 677+27 RT 42" RCP-I I I 0.02 < 0.01 0.01 < 0.01 57 21 3 -L- 701+14 to 702+66 RT DITCH 0.01 30" RCP-III < 0.01 0.02 4A -L- 705+04 to 705+37 LT FILL < 0.01 4B -L- 704+66 to 704+g4 RT 30" RCP-III < 0.01 0.03 BANKSTABILIZATION <0.01 <0.01 11 10 5 -L- 706+60 to 707+07 RT DITCH & EXIST. 18" CMP < 0.01 0.01 6A -L- 711+g5 to 713+30 LT 42" RCP-I I I 0.04 0.02 < 0.01 < 0.01 52 10 6B -L- 711+15 to 711+42 RT BANK STABILIZATION < 0.01 < 0.01 27 10 7 -L- 735+40 to 735+61 RT DITCH < 0.01 24 8A -L- 740+22 to 740+56 RT DITCH < 0.01 32 8B -L- 747+64 to 747+g6 RT PLUG/FILL & HEADCUT < 0.01 < 0.01 20 9A -L- 742+35 to 743+21 LT 24" CSP, 30" RCP-I I I 0.09 < 0.01 33 -L- 742+06 to 742+11 RT BANK STABILIZATION-TRIB < 0.01 < 0.01 10 7 9B -L- 741+gg to 742+15 RT BANK STABILIZATION- LITTLE < 0.01 19 BUFFALO CREEK 10 -L- 754+Z6 to 754+54 RT 15" RCP-I I I < 0.01 < 0.01 11 A < 0.01 22 11 B _L- 750+gg to 751+2q RT Existing 66" CMP < 0.01 10 11 C < 0.01 11 11D <0.01 <0.01 27 10 12 -Y35- 9+25 to 9+50 LT BANK STABILIZATION < 0.01 < 0.01 17 10 13A -L- 762+53 to 762+76 LT 30" RCP-I I I < 0.01 31 BANKSTABILIZATION <0.01 <0.01 11 10 13B -L- 763+p7 to 763+40 RT 30" RCP-I I I 0.01 < 0.01 60 13C -L- 762+53 to 762+38 LT SPRING BOX < 0.01 < 0.01 25 23 14A -L- 763+31 to 763+73 LT 60" RCP-I I I < 0.01 23 BANKSTABILIZATION <0.01 <0.01 23 10 14B -L- 765+Zg to 765+72 RT 60" RCP-III < 0.01 63 15A -L- 768+02 to 768+66 LT 36" RCP-I I I 0.01 < 0.01 < 0.01 31 BANKSTABILIZATION <0.01 <0.01 15 10 15B -L- 770+68 to 770+g3 RT EXIST. 36" CMP 0.01 < 0.01 23 16 -L- 769+54 to 770+2g RT EXIST. 36" CMP 0.03 17A -L- 776+7g to 777+26 LT 42" RCP-I I I 0.01 115 17B -L- 775+q5 to 776+g1 RT DITCH < 0.01 146 18 -L- 780+g0 to 781+00 LT 24" RCP-III & DITCH < 0.01 < 0.01 39 12 19 -L- 788+03 to 788+q2 RT 24" RCP-I I I < 0.01 22 BANKSTABILIZATION <0.01 <0.01 8 10 20 -L- 793+p5 to 793+30 RT DITCH < 0.01 25 21 -L- 797+p3 to 799+22 LT FILL & DITCH 0.03 0.01 < 0.01 22A -L- 802+05 to 802+32 RT EXIST. 48" CMP < 0.01 22 22B -L- 804+qg to 805+11 LT 66" RCP-I I I < 0.01 61 BANKSTABILIZATION <0.01 <0.01 31 10 23 -L- 810+70 to 811+2q RT FILL < 0.01 55 24A -L- 815+76 to 815+g7 RT 60" RCP-I I I < 0.01 < 0.01 30 22 24B BANK STABILIZATION- TRIB < 0.01 18 24C -L- 816+22 to 816+61 LT BANK STABILIZATION- NAKED < 0.01 < 0.01 20 20 CREEK 25A -Y36- 16+Zg to 16+46 RT EXIST. 24" CMP < 0.01 < 0.01 13 12 25B -Y36- 16+72 to 17+17 LT BANK STABILIZATION < 0.01 < 0.01 17 20 26A -L- 823+q3 to 826+g3 LT DITCH & 60" RCP-III 0.01 0.04 < 0.01 < 0.01 19 8 26B BANK STABILIZATION-TRIB < 0.01 8 26C -L- 826+g0 to 827+32 RT BANK STABILIZATION- NAKED < 0.01 < 0.01 32 20 CREEK 27A BANK STABILIZATION-TRIB < 0.01 15 2�g -L- 832+48 to 832+87 RT BANK STABILIZATION- NAKED < 0.01 < 0.01 18 30 CREEK 28A -L- 838+g1 to 839+70 LT BANK STABILIZATION 0.01 < 0.01 88 10 28B -L- 837+00 to 837+71 RT BANK STABILIZATION 0.02 < 0.01 59 10 29 -L- 844+25 to 844+38 RT 42" RCP-IV < 0.01 < 0.01 5 15 30 -L- 849+q7 to 849+g2 LT BANK STABILIZATION < 0.01 < 0.01 17 21 31 -L- 848+g1 to 848+gg LT PLUG/FILL 0.02 TOTALS*: 0.28 < 0.01 0.05 0.13 0.14 0.07 1366 576 0 'Rounded totals are sum of actual impacts NOTES: 1. Temporary Surface Water Impacts are expected during installation of the existing pipes that require a smooth liner � � � � T � � w � m � .o � � � T 0 m3 o° No ,� �� �� ��� � � N � � • � V � O � � � � v J � 0 V •� � V � � O V ♦ . �ee �neer i-H r or 1 naex See Sheet 9-B For Conve, See Sheet 9C- 9- 9C-4 For � �/J, VG//C/ U/ /VV imbols Control Sheets 1 I�vJLt.15 sP m 22l /� rt 68 ?`��A @ma �/ � JEFFERSON e� 94 SP � �c wEsi / JEFFERSON ,a,� BUS zz, �` P � ��h ^ �o�r�o�,=eRd P � �sR„ao, eaa,�,�,aak ,R;;a , �°°R: 94 ��� � a�a �� `��yhl 63 r 0 Z � BEGIN VICINITY MAP (NTS) ����� �� ����1Lll ����IIA��� �������� �� �������� ASHE COUI�TY LOCATI011L• US 221 FROM US 221 BYPASS TO 88 US 221 BUSINESS/NC 88 I111 JEFFERS0111 TYPE OF WORK GRADIIVG, DRAI11tAGE, PAVING, WIDEIVING, '° RESURFACI11lG, CULVERTS, A11tD SIG11lALS ,� \,- � � � ��� �> � < ��O? , ���� ; A. � ---... --��---..__._.. .��' ``. ���� , �a�,�;-----�,_ I�\�a+`'�F� BEGIN CONSTRUCTIC i tik -DWI- Sta. 10+00.00 � Jy ,,,, ,� � � � �� iti�� \ --� o, ,--' ,-- `� `�,-' J n,�:'"=� .-' � , � qo� �ej,�e.° � , r0 / � � �\ JS ti�' , , �� �--ir��1�r �cvr�-�---� � __ \>V '_ � � � � � ,h � � 3 � _ �y� _ ,,� i '�wasjf i �- DEEP - — � ` � I , i M � U BEGIN TIP PROJECT Z -L- Sta.668+25.00 -Y35- Sta. 9+90.00 �"�' ` STRUCTION �h% p� +00.00 g+��'"'�� ���`� ���2 eHe�-°� � �,e,,�- � . --------- � g 1 , .�, � r.HT DR. ,.��uFFP�� K�� SR 1251 � i \�r� F g �� �� �— � �� i C� ��� ; ,e���' � END CONSTRUCTION � � �,,�e'�� ��' -Y33- Sta. 12+00.00 � � =� � �, �,; '� END CONSTRUCTION `'�pa� '�\ ��\ -Y32A- Sta. 11 + 90.00___ �'' ' � _- 3\ U\ �� 1 \ %/ % __ % ' FS� �\ � � / / �, 5E '--- e=„a e„o„�z�,m;,, `� ., LL �LL � Y �� �a iw r� + THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. + + * PROPOSED TRAFFIC SIGNAL 12 STAT6 I STATN NROJNCI' RP.PP.RftNCP. No. � ��'� /�,��p'I �S� PLFI PLANS SUBMITTAL DATE: 3-18-19 -L- US 221 � " � � ' �* �\ ` G �_ J, � y � �, � � � �� s� ���. �FO \ END CONSTRUCTION \ -Y36- Sta. 17+50.00 ��p�,� � � � � � �� \ V � \ BEGIN CULVERT C -L- Sta. 838+44+/- �P �m �o `�� ��3� END CULVERT \ -L- Sta. 838+67 � �`, END TIP PROJECT R-2915E ��� -L- Sta.855 + 00.00 � � � � � � � �,m,+%� �� ��H - � � �,a�+es'o y 2?� � B�� � %P,py � OR � / � o \ � \ z � D � � OOGUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED + GRAAHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: �'DRAUL7CS _ �� � RALEIGH Noa1�P°c"�' o� E1YGIIVEER ADT 2019 15 900 FOR NORTH CAROLINA AH P 900 RIDGEFIELD 50 25 0 5� 1�0 LENGTH ROADWAY TIP PROJECT R-2915E......... 3.533 mi N< uceNse No.F-ani�J609 F NORT/� ADT 2039 - 19,400 0 �q LENGTH CULVERT TIP PROJECT R-2915E........ 0.004 mi ,�`� 'Pp PLANS K $% TOTAL LENGTH TIP PROJECT R-2915E ................ 3.537 mi DEPARTMEIVT OF TRANSPORTATION tiP 2 D= 55% 2018 STANDARD SP6ClFlCATIONS SIGNATURL: PE v y 50 25 0 50 100 "' Z T= 6%* NCDOT CONTACT Scott D. Blevins, P.E. ROADWAY y � RIGHT OF WAY DATE: V= 60 MPH PROJECT ENG7NEER DESIG/Y P� Q PROFILE (HORIZONTAL) MAY 8, 2018 nxc�x,..cr ENGINEER �i e-� l0 5 0 l0 zp FUNC. CLASSIFICATION = �Nr oF 7RPNSeo RURAL ARTERIAL Joe Laws,P.E. LETTING DATE: Cathy 5. Houser, P.E. YROf[iCT ENG/NIIX -DlVfSION 17 SEPTEMBER 17� ZO�9 PROJECTRKtnK,l1PNGINEER PE PROFILE (VERTICAL) ' 17ST=3% + DUALS=3% srcNnz�nE: LCl \ � � � �� �wv oJ¢ �� � �LL BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument E� Parcel/Sequence Number 123 Existing Fence Line -x x x- Proposed Woven Wire Fence e Proposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary EPa Existing Historic Property Boundary �'a Known Contamination Area: Soil � � Potential Contamination Area: Soil -� � Known Contamination Area: Water -� � Potential Contamination Area: Water - � �?' Contaminated $ite: Known or Potential � �,? BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap o $ign � Well ° $mall Mine � Foundation 0 Area Outline 0 Cemetery 0 Building � School 0 Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S Buffer Zone 1 sz i Buffer Zone 2 az z Flow Arrow - � — Disappearing Stream �-- -- Spring c�-_.-__ .^ Wetland � Proposed Lateral, Tail, Head Ditch � � F� False $ump � ����1L'e �ll' ��� 1L � Y�d������di�9 �������� O//ll' ���� 'YV' ��� CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge �sX rR� RR Signal Milepost �,,,�P�r 35 Switch 0 Sw/TCH RR Abandoned � � � � RR Dismantled RIGHT OF Wfl Y.• 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 m ^ Concrete or Granite WW Marker � Proposed Control of Access Line with � Concrete C/A Marker Existing Control of Access � A;� Proposed Control of Access � Existing Easement Line E Proposed Temporary Construction Easement - e Proposed Temporary Drainage Easement roE Proposed Permanent Drainage Easement PDE Proposed Permanent Drainage /Utility Easement DUE Proposed Permanent Utility Easement Pue Proposed Temporary Utility Easement TUE Proposed Aerial Utility Easement nue Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb 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 WG Power Cable Hand Hole H-Frame Pole WG Power Line LOS B(S.U.E.*) 11/G Power Line LOS C(S.U.E.*) U�G Power Line LOS D(S.U.E.*) TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail ' ' ' Proposed Guardrail � � � � Existing Cable Guiderail ° ° ° Proposed Cable Guiderail ° ° ° ° Equality $ymbol � Pavement Removal � I�EGETfITION.• Single Tree 4`� Single Shrub '� Hedge ' Woods Line `"' `"' `"' `"' `"' 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.*) €� €� fl €� ���ayard coNc — � coNc ww � coNc Hw �------� � CB OO � b � � O � � �—• f � OO 0 � HH ,< - -r Fo- - WATER: Water Manhole Water Meter Water Valve Water Hydrant lVG Water Line LOS B(S.U.E*) lVG Water Line LOS C(S.U.E*) lVG Water Line LOS D(S.U.E*) Above Ground Water Line N: TV Pedestal TV Tower U/G N Cable Hand Hole U/G N Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) U/G N Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve Gas Meter U�G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G 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.*) PROIECT REFERENCE NO. I SHEET NO. �, 0 � � nic wate� MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic $ignal Box Utility Unknown U/G Line LOS B(S.U.E.*) I.VG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - AiG Tank; Water, Gas, Oil Geoenvironmental Boring WG Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information 0 � HH 0 � A�� �as OO O ss A,� sa��,ary sewer ----F�s---- - -F��- - • LJ 0 0 � us1) � � m AATUR E.O.I. PAVEMENT SCHEDULE PRELIMINARY PAVEMENT DESIGN C1 PROP. APPROX. 1�/p" ASPHALT CONCRETE SURFACE COURSE, J 1 pROP. S" AGGREGATE BASE COURSE TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER 5�. YD. PROP. APPROX. 3�� ASPHALT CONCRETE SURFACE COURSE, G"Z TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. iJ'2 PROP. 10'� AGGREGATE BASE COURSE IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SC, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" GEOTEXTILE FOR PAVEMENT STABILIZATION C 3 DEPTH, TO BE PLACE� IN LAYERS NOT LESS THAN 1%p" IN N (SEE DETAIL FOR LOCATIONS-INSET B). DEPTH OR GREATER THAN 2" IN DEPTH. PROP. APPROX. 2�/2" ASPHALT CONCRETE INTERMEDIATE COURSE, R1 2'-9" CURB & GUTTER D1 TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. D 2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, p'_6° CURB & GUTTER TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. R Z PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. D 3 pER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%p" R 3 SINGLE FACED CONCRETE BARRIER IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. T EARTH MATERIAL E 2 PROP. APPROX. 5%2". DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. �J EXISTING PAVEMENT PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE E 3 B25.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 3" IN W WEDGING DEPTH OR GREATER THAN 5%p" IN DEPTH. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. SEE PLANS FOR LOCATION OF CONCRETE ISLANDS. � -L- US 221 4 -Y32A-, -Y33-, -V35-, -Y36- C1 C3 C1 �3 D1 D2 D3 D3 �2 �� E3 ___-- 2Y" MIN.� �U�2Y MIN. ""' 3" MIN. � 3" MIN. Detail Showing Method of Wedging � -Y34- Q C3 Q E3 E3 __-�' 3" MIN. � 3" MIN. � � ' Detail Showing Method of Wedging VARIES C2 7 ° � E1 TEMPORARY PAVEMENT -L- STA. 710+60.00 TO STA. 714+87.00 -L- STA. 727+42.00 TO STA. 732+53.00 -L- STA. 733+41.00 TO $TA. 739+00.00 -L- STA. 759+00.00 TO $TA. 762+87.00 -L- STA. 788+43.00 TO STA. 796+85.00 -L- STA. 806+35.00 TO STA. 810+65.00 -L- STA. 822+81.00 TO STA. 846+06.00 z x C2 � �� 6^ -----�_ ;��ORIGINAL pz 12 T GROUND N GRADE TO THIS LINE INSET B USE GEOTEXTILE FOR PAVEMENT STABILIZATION DETAIL WITH GRADED $HOULDER SECTION (INSET 8� A$ FOLLOWS� (THESE LOCATIONS TO BE INVESTIGATED DURING CONSTRUCTION) -L- STA. 668+25.00 TO STA. 669+25.00 RT (SEE TYP. SECT. NO.1) -L- STA. 676+25.00 TO STA. 677+25.00 RT (SEE TYP. SECT. NO.1) -L- STA. 692+75.00 TO STA. 694+75.00 RT (SEE TYP. SECT. NO.1) -L- STA. 694+75.00 TO STA. 695+75.00 LTiRT (SEE TYP. SECT. NO.1) -L- STA. 695+75.00 TO STA. 696+25.00 LT (SEE TYP. SECT. NO.1) -L- STA. 699+50.00 TO $TA. 713+50.00 LT ($EE TYP. $ECT. NO.1) -L- $TA. 742+25.00 TO $TA. 742+75.00 LT (SEE TYP. $ECT. NO.1) -L- STA. 752+75.00 TO $TA. 756+10.00 LT (SEE TYP. SECT. NO.1) -L- STA. 758+00.00 TO STA. 764+50.00 LT (SEE TYP. SECT. NO.1) -L- STA. 788+50.00 TO STA. 790+00.00 RT (SEE TYP. SECT. N0.2) -L- STA. 791+75.00 TO STA. 804+00.00 LT (SEE TYP. SECT. N0.2) -L- STA. 804+00.00 TO STA. 809+00.00 LT (SEE TYP. SECT. N0.3) -L- $TA. 809+75.00 TO STA. 811+25.00 RT (SEE TYP. SECT. N0.3) -L- STA. 811+25.00 TO STA. 813+25.00 LTiRT (SEE TYP. SECT. N0.3) -L- STA. 813+25.00 TO $TA. 815+50.00 LT (SEE TYP. $ECT. N0.3) -L- STA. 820+25.00 TO $TA. 824+00.00 LT (SEE TYP. SECT. N0.3) USE NPICAL SECTION NO. 1 *-L- STA. 665+25.00 TO STA. 677+50.00 -L- STA. 677+50.00 TO STA. 678+50.00- TRANSITION MEDIAN -L- STA 678+50.00 TO STA 695+00.00 -L- STA. 695+00.00 TO STA. 758+00.00- REVERSE TYPICAL -L- STA. 755+00.00 TO STA. 782+47.63 ORIGINAL GROUND TIE TO R-2915D PAVEMENT AND ISLAND AT STATION 668+25.00 30' �SG S\ SE� O b.� \ t R �", �P' ORIGINAL GROUND O b� .L.1 � J P� ORIGINAL GROUND � -L- US 221 8' (11' W/GR 12' 12' 8.75' 8.75' 12' *�g� *�g� � � 2.75' 6' 6' 2.75' � �4, � 1 z, 9° 9„ O FDPS GRAD�� 2, C2 �� R� PO� � 0.02 0�_02 �0.02 i 0.�2 � Rl �O.OSL_ -- - . — — -- ... .... ------------ --- ----- � T i T 1' E2 W i� E2 � D2 1P1/2„ � 12%2" 6„ ��„ EXISTING PAVEMENT WIDTH VARIES j GRADE TO THIS LINE � TYPICAL SECTION NO. 2 12' S' (11' t? _ � 4' FDPS � 0.02 0.0�, � D2 GRADE TO THIS LINE � -L- US 221 30' 8' (11' W/GR 12' 12' 8.75' 8.75' 12' 12' 8' (11' VAR. VAR. Z � 4 � � � 2.75' 6' 6' 2.75 � � � 4 x O LL � � � � � 2, E9" 9„ � Z O FDPS GRADE � 2� FDPS = Cz POINT C2 OG_08 0�02 0.02 R� -�'�z _0.0z� I R� 0.02 0.02 -------U� ------ 6 J2 D2 w � y,� J2 � �SGS\ T 1 7" Dz 1 �„ :E exisriN� PAVEMENT GRADE TO THIS LINE E WIDTH VARIES GRADE TO THI$ LINE TYPICAL SECTION NO. 3 15' b' 10' � z N � j V �� Z O x ,�.1 6:1 4:1 �� i � 6:� r Z N � � U z Z � x /GROUND USE TYPICAL SECTION NO. 2 *-L- STA. 782+47.63 TO STA. 788+07.63- TRANSITION MEDIAN -L- STA. 788+07.63 TO STA. 791+00.00 -L- $TA.791+00.00 TO $TA.804+00.00- REVERSE TYPICAL USE TYPICAL $ECTION NO. 3 -L- STA. 804+00.00 TO STA. 843+50.00 � -L- US 221 30' 8' (11' W/�R 12' 12' 8.75' ' 8.75' 12' 12' 8' (11' W/GR 15' VAR. ��� VAR. Z LL 4 Q � � �.75' 6' b' 2.75' � � 4 O � _ u 9„ 9„ Z O FDPS � GRADE ��� y� _ FDPS t �2 Cl Cl G2 R� POINT �OA2 0.0�2 Rl Lp.pg 0.02 0.02 = _ _ 0.02 0.02 p,pg — .._,.� — - �..,,.. - ------- - ------- � ------ 6:1 6" -- I 12%p�� �� 121/2„ E2 T � T E2 12%p�� �-- 12%p„ 6„ �SGb� � O b�� �5�� GRADE TO THIS LINE ti., � .� PR ORIGINAL GROUND 6� 6" V✓ � � D2 E2 T IMENT EXISTING PAVEMENT 12��2 =5 WIDTH VARIES GRADE TO THIS LINE, GRADE TO THIS LINE TYPICAL SECTION NO. 4 b' 10' � Z N O ~ � l� � � O � ��ORIGINAL _ GROUND USE TYPICAL SECTION NO. 4 -L- STA. 843+50.00 TO $TA. 849+36.00 ORIGINAL 2.� GROUND M��MVAq �MUM ORIGINAL 2�� � GROUND 6' 2' 12 1 R2 �.0� EXIST � =�1 F�- GRADE TO THIS LINE � -L- US 221 VAR. VAR. VAR. VAR. VAR. VAR. 1 1 ' t t GRADE � Gl POINT Cl EXIST EXIST �--------------------------- ----------- 12%p„ � � EXISTING PAVEMENT TYPICAL SECTION NO. 5 ORIGINAL 2.j GROUND ��MVAq �1M�M ORIGINAL 2�� GROUND ORIGINAL --- -�� GROUND USE TYPICAL SECTION NO. 5 -L- $TA. 849+36.00 TO $TA. 855+00.00 � -Y32A- LOWES DR. 17' ' 17' 2' 6' (14' W/GR l'�t GRADE �'. ORIGINAL . C2 POINT ��. C1 C2 R2 �MUM 2:� � GROUND 0.02 �' 0.02 : . . �. 0��_02 ?:/ -- --- ----- �MUM ORIGINAL � 1 1�� W � 1 1" D2 �, T GROUND �u� =1 EXISTING PAVEMENT C WIDTH VARIES GRADE TO THIS LINE TYPICAL SECTION NO. b �SG S\ S�� O b.� \ S ,y.1 J P�' ORIGINAL GROUND � -Y33- CAMPUS DR. (11' W/GR) 12' 12' 12' 12' 12' 2' � � � � � FDP GRADE C1 POINT C2 � .OS .02 0�02 0.0 �2 —�_- f p� 9%2�,------------- —�U ---- ---------- ---9/2 E� EXISTING PAVEMENT WIDTH VARIES GRADE TO THIS LINE GRADE TO THIS LIN TYPICAL SECTION NO. 7 USE TYPICAL SECTION NO. 6 -Y32A- STA.10+54.01 TO STA. 11+90.00 ORIGINAL GROUND USE NPICAL SECTION NO. 7 -Y33- STA. 10+55.74 TO STA.12+00.00 a� pr 0�08 �SG S\ SE� O b� � T I .L.1 S ORIGINAL �P� GROUND �-Y34- MT. JEFFERSON STATE PARK RD. "VAR 15' TO EXIST;'VAR 15' TO EXIST 8' (11' W/GR) g� 1 t C2 GRADE i C1 C2 POINT ; OL_02 0.�2 O.Og� I 4.1 W EZ T $�j2rr U $/2r� EXISTING PAVEMENT WIDTH VARIES GRADE TO THIS LINE TYPICAL SECTION NO. 8 ORIGINAL �-Y35- SR 1149 MT. JEFFERSON RD. 8' (14' W/GR) 2' 24' 24' 2' 8' (14' W/GR) l�'��t ORIGINAL Z_� GROUND ��'�'�VA•� ORIGINAL 2:1 M�\MUM GROUND GRADE ' �p POINT ���. C1 C2 I OL_02 0.02 --- --- ---- C W 9%p„ � 9�j2„ ) EXISTING PAVEMENT E7 WIDTH VARIES GRADE TO THIS LINE TYPICAL SECTION NO. 9 \M�M ORIGINAL 2:�� GROUND 2:1 ��MUM ORIGIN�L GROUND �-Y35- SR 1149 MT. JEFFERSON RD. S' (11' W/GR) VAR 18' TO EXIST'�,VAR 18' TO EXIST 8' (11' W/GR) g' _. 1 �'� t _. FDP$ 02 �SGS\ S�E O b.� \ ry.� � J P�' ORIGINAL GROUND FDP$ WIDTH VARIES GRADE TO THIS LINE TYPICAL SECTION NO. 10 4:� USE TYPICAL SECTION NO. 8 -Y34- STA. 10+56.30 TO STA. 12+25.00 USE TYPICAL SECTION NO. 9 -Y35- OVERLAY STA. 9+00.00 TO STA. 10+90.00 -Y35- STA. 10+90.00 TO STA. 15+62.82 USE TYPICAL SECTION NO. 10 -Y35- $TA. 76+77.18 TO $TA. 19+00.00 ORIGINAL �� GROUND e� z- FDF �SGS\ SE� O b.� \ �.� � J P�' ORIGINAL GROUND � —Y36— SR 1254 LONG STREET '�. 18' 8' Ill' W/GRl 8' 1'�t POINT I � 0.02 0._ 0�2 � --- -r--- , � Dl 97/Z "� O 9�/2 �� p EXISTING PAVEMENT WIDTH VARIES GRADE TO THIS LINE TYPICAL SECTION NO. 11 4:1 � —Y36— SR 1254 LONG STREET 5' (8' W/GR) VAR 15' TO EXIST�,, VAR 15' TO EXIST 5' 8' 2� 1 ��''�.�. t 2. FDPS '�, FDPS C2 POINT ���, �'r) C2 Q b'� t 1'� J P�� ORIGINAL ��- GROUND 2, (,, WIDTH VARIE$ GRADE TO THIS LINE TYPICAL SECTION NO. 12 � —SRI— y, y, Z, ��, � • GRADE � �� POINT ; �J e� � I 0�02 0.0 �2 0.�g I �SG S� 4:1 � \S�� T T O b. 8 „ �.� � ORIGINAL �P� GRADE TO THIS LINE GROUND TYPICAL SECTION NO. 13 ORIGINAL �� GROUND ORIGINAL �� , GROUND ORIGINAL GROUND USE TYPICAL SECTION NO. 11 -Y36- STA. 11+90.00 TO STA. 14+34.96 USE TYPICAL SECTION NO. 12 -Y36- STA. 15+14.93 TO STA. 17+50.00 USE TYPICAL SECTION NO. 13 -SRI- STA. 10+00.00 TO STA. 26+03.61 � � -Y32A- LOWE'S DRIVE C � 12,744 12,744 15,464 -L- US 221 15,464 1,148 1,148 1,388 1,388 2,296 _Y32A- ADT 2019 2,776 LOWE'S DRIVE ADT 2039 INSET A NTS - rt, z�,,_ � NA� NSRS 2� � � MONOL/THIC ISLAND - �� -Y32A- PC Sto. 10+50.10 m"ii' � .�j�69 � TRANSITION FROM 4'to 2' PS IN RADIUS VZfIA- �T C{„ Il1ZAGl �11� 1� -Y34- MT. JEFFERSON STATE PARK ROAD 15,904 14,840 19,424 -L- US 221 18,040 1,680 blb 2,080 696 2,296 -Y34- MT. JEFFERSON ADT 2019 2,776 STATE PARK ROAD ADT 2039 INSET B NTS � � � m s a 6 � W � � N � � 0 a � �, 3 0 N� 0 �� -Y32A- POT Sto.11+90.00 PoiNr -r3za- cr i NUMBER STATION OFFSET RT l I0+70.68 2.16' LT 2 /0+50.88 /260' LT 3 /0+47.80 /0.84' LT 4 /0+4g,18 ll.l3' RT s ro+siz2 i2.�s Rr 6 /0+70.63 2.34' RT -Y32A- POT Sfo. /3+4� -Y32A- INTERSECTION DETAIL SEE SHT. 5 FOR LOCATION OF INTERSECTION NA� NSRS 2� -Y34- INTERSECTION DETAIL SEE SHT. 8 FOR LOCATION OF INTERSECTION PROIECT REFERENCE NO. SHEET NO. R-29/5E 28-1 -L- POT Sto.7/5+39.92 = ww SHEET NO. -Y33- POT Sto. 10+00.00 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER -1 - ST Stn_ 7/5+ - ('S Stn_ 7/3+ -Y33- CAMPUS DRIVE 12,744 15,904 15,464 -L- US 221 19,424 3,028 6,188 3,668 7,628 9,216 _Y33- ADT 2019 11,296 CAMPUS DRIVE ADT 2039 N ���2� 0/, � y36 �O ��ti ti � -Y36- PC Sto. lN 1 � �� � �r T T r � s- -L- SC Sto.Bl6+2/.56 � oo %Yp e DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � o o x � ..... " NAD 83i�S 2� : Y, !` I 4' fo 2' PS N FRR,�qpIUS 11 � r �a o \END CONSTRUCTION -Y33- POT Sto.12+00.00 N � -Y33- INTERSECTION DETAIL � SEE SHT. 7 FOR LOCATION OF INTERSECTION 3EGlN CONSTRUCTION -Y36- LONG STREET -Y36- C Sta.11+90.00 - ry ryp , -L- PC Sto.Bl8+33.95 5,656 _Y36- -Y36- POT S1o. 14+80.57 6,936 LONG STREET �� � -Y36- PC Sto.14+70.86 f0 1,780 3,560 2,180 4,360 12,544 14,440 15,264 -L- US 221 17,640 7 F 8 FR�M � kC ON SMNSZ �ps a� �o���Us 2�0 w �. 316 ` t "?N 200 396 ,� � � n � ADT 2019 832 -Y36- u! , ADT 2039 992 LONG STREET � � ♦ k(� U., TRANSITION FROM � 4'to 2'PS IN RADIUS -Y36- INTERSECTION DETAIL SEE SHT.14 FOR LOCATION OF INTERSECTION ' -Y36- POT Sto.17+50.00 RiC �C P�.�919)878-9560 900 Rldgefieltl Drive Suite 350 Raleigh, Nohh Ca�ollna 276093960 N� ����se No F_o„z 2/8„ Engineers I consimdion Managers I Planners I scien[is�s Re�p �s�� aeopie I crean�e soi��m�� � ,-- � � ��C _— - ro GS�963 � �� � � P���R � �23a - ���ro r�-a„� � �� ��� s�w- - � V I � �' Pt vi � I I� / _ i I� � Ili � � TOWN OF JEFFER I ��L DB 44T PG 134 ���--�. - N O I S E WALL -NW7 B ..x,��,��c Fiw�` "`� __ -:. _ �� . ; 00 ` , __ _______ _________ '� . ., �' , �u ' ' S , ro ., �� _. :., q � ____... �— ��ry , �c� �'��. � Z Z �,.Q ,HE COUNTY BOARD .; _ m s �..� �— t -� .. — � CATION - , � � ' �� ~w�'-� , _ __ _� m � _ ����� � " �n� �4vf� 03 c. B 435 PG 1445 � : � ...... _ ______ - __ _ ABSHER 3?� $ ,a5q,27• .,. �� _�' ________ '_____ -- c,- ENTERPRISE `_�"�° op-~�n esa .- .' � ____.. ___ , LLC �m� Q¢o / 2 �� a c �' ,,;�_ � � , — + ''^'- _ 4°I2'23^ '�' - - -_ �� :`�-� .;� '___ -- —� 380 PG i 21 o_ � ' . V N lSBK BUS � ' ; � —� �' ___ _ ___ Il � - a THE BOARD OFEDUCATION =-_ - � '; �-� OF ASHE COUNTY �' �� __ - ___ � DB Y4 PG 227 m� — � 29sST %THE BOARD OFEDUCATION i ' , - �o � -'� � - � � � � ASHE COUNTY � r-�" � �� �:. `�,0:: " � 50 PR OF ; o J � PG 227 ____ D WIFE 25 PR j Q DB Y4 _ WILLA�CONNf€RCHI�RCFi-_ � x�s' ,x �� Eh�`L�' exisr c � " _ _ � ewsrwc aiw ��� _ _ " �B N3 PG 592 _- �� _... , , „ � — — --���_ � < HAIFEL C ROLN \ �i MILLER AND � �t �€R �� DB ZS �.G 054� � � �, N, N 8B°53, � - .. &5 0 4 � I 6 � � CIF �29Y �JB, E 'NNETH A. AUER AND � • �77� � ��' � 28 PG � UER \ � H�S�BWHf�D; 3s9. v03p8 go8q-g� ._. l �SANDRA o - f , � ��' ELDR�TH ° UL H M �AR �L D�. _ B 199 � Y; NDA K DAR L s � Y�� � DB 133 PC �� w __ . b;; r,U .. � � �� ` _ - � , _ � soor�� - s-t�,- _ _ I/ �6 esr � �+/. / . ---��., � � >A< aa ww a is — — -uvti - � - - exsrNc ai E� -_- -- - �� Noze�r.�y---- _ �^-�— � � � `���vc s, �cvc � �.'�' s`.'J e�. � � -�- - - - -� -�- - - - - r ,� ' ;, `��'' � Q � c"E:� ,n,�!� s` � �,i�'i �t;r�r� �: � � �S _1S _� N� \ �T,' / 2,930 2,920 2,910 2,900 2,890 T(,Z � �-_-- _ �► _6 _� BEGIIV lUDISE WALL —�W �B — SfOo �� f��o�� — —�— S!ao �?��; �OOo�� ,'�2025' �iT%' / ROBERT L. ELLIOT AND WIFE, JIMMY D RRELL GAM ILL REOA 5. ELLIOTT DB-455 PG 105 � DB-„ 56 PG 2102 -- _ g sB�D � �. � � _— s — ISBKD __� � J }- , -j� � r��snm� a � �, �— �...�.........�.........i... PROJKT REFERENCE NO. SHEET NO. �'—i'Hl�l- �Q—� ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER RGE EUGE BLACK AND WI E, MA BLACK C 31 DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED —��� � � �, _ ��'`_- - - _ -x �� .. .. ,_ '< __�.. I � O O +� w M o0 Z N N Ja� =�W VN= ~�N �I�W 3 w ZN I ,;� f�}' G; �;, � � w w � r w � �;� � � � � � �} � {� {� � {� � "� �; ��=�s:�- -- -_15---__ �5 __-.__ 1S� -�- IS �1S � � � "' � � `� � 1S / 15 �JS '-- 15 --- J5� —15�— ��-" J� �� � - � ' �- NAKED CREEK , . - J5 '__ J$ - �_ 15 �S - 15 "_— 15�{� � � .. .. .. .. .. .. .. .. .. .. .. . . . _' 1S .. �� . . � .. . .. .. .. . J5 . 8" CON . 5 "' � .ri�.. � .-i;E. T' ^..f �01'A::,,-_ 63807 E '.� [xs�86.29� . a � FxsnNG Ri �Ai � _. 5 �Ai � GS JW ',SBW u� - � k� —Ng � �� - � . ... ,__ . . 67. � �� / iIP 5g W . � �� ' , sa.00, � .'4"'�...� .-.� ��, �J N'.�,., �� i'�� GLADYS S. KESTER SANTUCCI. JR. ,�^� �, PENNINGTONRJR � WILLARD CHURCH AND WIF�, �'-� :� DB IBS PG 2177 �� � Mh,� GEORGE . �, AND WIFE, m m HUSBAND AND WIFE CONNIE CHLIRCH , s �- TE BEDNOSKY � ti n�"p CHRISTINA MOORE - DB N3 PG 592 : , 607 2 jpMES M. MCCLURE -�� PENNINGTOI�h� �� �� � i � RAY ' � v�, DB i7 PC �'' . � � HUSBAND, AND WIFE �..= ��' DB 262 PG 210� �' ��_„ � �� � z� WE � �F ��' DEBORAH L.MCCLURE z � DB 205 PG 2278 �� `���� � '� JOE RAY BLEVINS AND WIFE, 2,880 � � m � 2,870 s � —NW — DESIGN DAT A � w 2 860 PANEL NOo l-2 3-7 8—ll l2-15 /6-19 20-23 24-27 28-3/ 32-35 36-39 40-43 44-47 48-5/ 52-55 � � TOP ELEV, 29/6,00' 29/5,00' 29/4,00' 29/3,00' 29/2,00' 29/1,00' 29/0,00' 2909,00' 2908,00' 2907,00' 2906,00' 2905,00' 2904,00' 2903,00' N LENGTH 30a00' 75000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' � ° �'ANEL N0, 56-59 60-63 64-67 68-7/ 72-75 76-79 80-83 84-87 88-9/ 92-99 /00-103 /04-107 /OS—ll0 /ll—l/2 �::::: � 2,850 TOP ELCVo 2902000' 290/000' 2900000' 2899000' 2898000' 2897000' 2896000' 2895000' 2894000' 2893a00' 2892000' 289/000' 2890a00' 2889000' � o� LENGTH 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 120000' 60a00' 60a00' 4>000' 30000' � �o � 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 2,930 2,920 2,910 2,900 2,890 � 2.880 2,870 2,860 RiC �!C P_ (919) 878-9560 900 Rltlgefield Drive Sui�e 3501 Raleigh, Nor�h Camllne 27609�3960 NC L cense No. F-0112 Engineersl Cons�n�ction Managersl Plannersl Scientisis 2��5� www.rkk.co Resoo�s��a PeoP�a � �,ea���a so����o�s 22+00 23+00 AROLINA AND� Q' AND WIFE NORTH CAROLINA N O I S E WA L L N W 7 B . . ^ KATE YAT�S AN� CAROLINA NORTH ARM CREDIT, ACA� �� -. DB 455 PG 440 FARM CREDIT, ACA 7 PG 1039 _ _ A LINA � DB 397 PG i039 �DB 19 � ro . . ... .. .. . .. �. A . _ — ___ _ � ___ � h0 s 2 SF - % .. / � I ., -_ . �I % H � ' �.'�m� M � �.. / �� —y�l�l� OJT-28(�.4-- , � -__ N� � . / \ / / , � _ II ' / (�". / m � „ .. / �II W -7 , ` � r .,� . �. � � , � M � � � � G � � . <;,� - <a �'�',.. i � N. ,�r -_ „ � / , ... � / � S III � . J v � �_. h , �' - " / , _ ' _ , ,� , ` -- • -_ 4fl" � � � / I � �y � / �� � ' / . � . __ - � '_:. � � � �\ -- -_ �iH •-_ � � + M W M GO Z N N JQ� =�W UN2 ~�N �I�W 3W z �' � 2,920 2,910 2,900 2,890 2�$$0 2,870 � � � � 2,860 a -� � 2,850 6 N � p � 2,840 � mi o� � �0 ro�n �' a �•, � ;� /���� �-� -� �� __ � V� �'• � � •�i ii TOWN OF JEFFERSON � � y � �e / " �. � �� ��-� �,� . «�� � `�' CT iii DB 159 PG 566 �II \\ , . i/ / � � , ��,% �L � o, c � --j5 CONC INV=286r' ♦� � � Vl � � � II � ' � � / w `� � i2 3s-�a� n \ ,\ - , '� . /�-�/��^' x � �\\� s ]5—�Y� Al� \ L ., r_ _�'� �� � i � -� .,/" // �\�O �N� ]5— __ 15 ___ J5 � _ _ .:: �—._ . _ - _ "�vu Q �- i " _� i� � � _ .. �\ li= \\ ...: ..... -- °i // -'� GH � �� �I � � � � —__� \�� �rr.� \` .. _ __ .... .�. . . ___ ' � � - 2864.17 � . _ ;0' �% ��r�� �s 15 f� �.,�5 JS _ — __------- � �_— / �`_ � �. g�1 �. � � � � �} � � � ��� _ 8 �� 1�\�3\8G � — � � �'�-/ , ✓� POP�+ 1 �S � lrvcaiw 'C` INV�Y@63.84' 11_____ � � - -- ----------� �C � - -�- 11 X�_ & �_ � -- -- --_ -_ - ' ---- - ---c _ --_- __-_ 'it_ c�"WW _ — �---�C� _---_ -,.-__ -__- - _�----WO---- �� _____ _ - � . . � � . ��. - - �i _ L�I � ISBW _--_--c-cAf--0 GPlEBa //�; L:! t,'� � - � Z � . �j 11 � 1 �'I �`' ;.i _ ')5 ._ �- � ����j� _. . }I ���, �y . _ � .... : i' / � ,-._ . � GREU TL-3i � � � � � I;� �� ARRV E. AVES AND S>>qso2. JUD�B.-NEAYES - .. 2g.F DS 142 PG_ 1344 � Jze ... 99969J« MOND LEE BELCHER Q AND WIFE, NDY LEE BELCHER LARRY E.NEAVES AND DB 165 PG 934 JUDY B. NEQVES 3 DB AS PG 149 ��������������i """"""""""""" _ _ _ END NOISE WALL �. v,F� ,5 E��`;� _ ,5 ��A; —NW7B— Stao 26f80e00= 15- � �S — ��'� 5� —L — Stao 836 �85a05 (42025' RT ) � �,�oe� � �^^ JORENA K. BARNES � � � DB 321PG 933 f � � � �� V� s s % � ry �� �7 � `� PROPERTIES,�INC. �" � r� � DB 456 PG 2460 �'Z '� ^� D8 456 PG 2460 d.� _ � �� �1�.��,� � �, � PROJKT REFERENCE NO. F i'H��� ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED lS . �z J5� - - 4� �i � .. �� ___ ��—" — CHFRh r, � �,. \�R � ��A , �-� � �� _ u-- - _--- ��� __ ��� x 0W /� _�-,T��- ... II� �Q�_Pfi _ ,'.+ ,� wW �, �s /i � x '.. �_ 4a� i �� =� x —�- �Nc. Hw ,.,.� - n i X �oP_za�s.a� �' � . I /� .. �! i�/ ./�,���€,as�iL � F al��w�\� � r� � � � 88 89 90 91 92 93 94 95 ::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: :::! 96 97 98 99 100107102103 ::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: :::: - 104105106107108109 110 :...: :.......: :.......: :.......: :.......: :.......: :.......: :.......: :.......: :.... � __ 111 112 ::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::.. /� -- - -- -- - -- -' - - -- -- ' ::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: :: i'- ..... ......... ......... ......... ......... ......... ......... ......... ......... ..... j ::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: :::: LEXIST. GROUND LINE N NOIS WA —NW — ta. + . — —L— Sto.836f85.05 (42.25' RTl I I —NW — DESIGN DAT A PANEL NOo l-2 3-7 8—ll l2-15 /6-19 20-23 24-27 28-3/ 32-35 36-39 40-43 44-47 48-5/ 52-55 �� TOP ELEV, 29/6,00' 29/5,00' 29/4,00' 29/3,00' 29/2,00' 29/1,00' 29/0,00' 2909,00' 2908,00' 2907,00' 2906,00' 2905,00' 2904,00' 2903,00' LENGTH 30a00' 75000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' ������ ���� �'ANEL N0, 56-59 60-63 64-67 68-7/ 72-75 76-79 80-83 84-87 88-9/ 92-99 /00-103 /04-107 /OS—ll0 /ll—l/2 TOP ELCVo 2902000' 290/000' 2900000' 2899000' 2898000' 2897000' 2896000' 2895000' 2894000' 2893a00' 2892000' 289/000' 2890000' 2889000' LENGTH 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 60000' 120000' 60a00' 60a00' 45000' 30000' 23+00 24+00 25+00 26+00 27+00 � 2,920 2,910 2,900 2,890 2�88� 2,$70 2,860 2,850 RiC �!C P_ (919) 87&9560 900 Ridgefeld Drive Sui�e 3501 Raleigh, Nohh Carollne 2760&3960 NC Lice�se No. F-0112 A Engineers I Construction Managers I Planners I Scienlisis 2��`'�� www.rkk.com Responsve People I Grestive Solu�ions DETAIL A SPECIAL CUT DITCH ( Nof fo Smle) Front o� Dikh Natural � 0.'� te� Slope Groond ?;� p F\o� Min. D=1.0 Ft. -L- STA. 669+50 TO STA. 670+00 LT -L- STA. 675+25 TO STA. 676+00 RT -L- STA. 677+00 TO STA. 691+50 LT -L- STA. 767+50 TO STA. 772+00 RT DETAIL F SPECIAL LATERAL 'V' DITCH ( Not ro Smle) Nal�ral � 1 �� i Fill Ground ?.� F�o�e Slope D Min. D=1.5 Ft. -L- STA. 729+50 TO STA. 732+15 RT -L- STA. 741+50 TO STA. 743+00 LT -L- STA. 757+00 TO STA. 758+00 RT -Y34- STA. 11+00 TO STA.12+30 RT DETAIL K LATERAL 'V' DITCH � Not to Scale) Natural b Fill Gro�nd ?�) p 1�� 1"hr. Slope d Geofexfile o�de. dp-mp Min. D=1.0 Ft. Max. d=1.0 Ff. Type of Liner- SEE BELOW b=5.0 Ft. -L- STA. 670+50 TO STA. 671+50 RT, PSRM -L- $TA. 802+00 TO $TA. 805+05 LT, CL I -L- STA. 804+00 TO STA. 806+00 RT. CL B DETAIL O BERM BASE DITCH � No� m 5<oie) b � Not�rol 1 RDWY Ground 7�� �'� d � Min. D=1.5 F}. B GEOTEXTILE j Max. d=1.5 Ft. B=4.0 Ft. 6 = 5.0 Ff. Type of Liner= CL B Rip-Rap -L- STA.721+25 TO STA.732+00 Ll DETAIL S SPECIAL LATERAL 'V' DITCH � Not to Scale) o� -Fill Natural d', ��e� Slope Groond Z�) p E�p d Min. D=1.5 Ff. Type of Liner= PSRM Max. d=1.5 Ft. -SRI- STA.11+70 TO STA.15+16 LT DETAIL FALSE SUMP ( Not io Scale) DETAIL B LATERAL 'V' DITCH ( Not ro Smle) Naturol � � Fill Ground 2.� D.y�� 1"/Ft. Slope Min. D=1.5 R. b=5.0 Ff. -L- STA. 670+25 TO STA. 670+50 RT -L- STA. 676+00 TO STA. 677+03 RT -L- STA. 677+21 TO STA. 677+50 RT -L- STA. 693+00 TO $TA. 694+50 LT -L- STA. 707+50 TO STA. 708+25 LT -L- STA. 805+05 TO STA. 805+19 LT -L- STA. 816+50 TO STA. 817+75 RT -L- STA. 826+50 TO STA. 827+50 LT -Y36- $TA.15+24 TO $TA. 16+43 RT DETAIL G LATERAL BASE DITCH (Notto Scale) Nat�ral � G.00�d � ?.� p �yJ 1"rFc F�II Slope I e I Min. D=1.5 Ft. I.".l 6=4.0 Ft. 6=5.0 Ft. -L- STA. 694+50 TO STA. 704+50 LT -L- STA. 705+32 TO STA. 707+50 LT -L- STA. 708+25 TO $TA. 711+00 LT -L- STA. 796+00 TO STA. 797+50 LT -L- STA. 810+50 TO STA. 816+50 RT -L- STA. 820+00 TO STA. 826+80 LT DETAIL L LATERAL BASE DITCH ( Not ro Scale� Naf�ral I r- I Ground 2.) p �,.1 1"iFt. �SIIoPe d GEOTEXTILE �� B Min. D=1.5 FI. Max. d=1.5 F}. 'when B is < 6.0' B=4 Ft. Type o4Liner= SEE BELOW 6=5 Ft. -L- STA. 704+50 TO STA. 705+32 LT, CL B -L- STA. 797+50 TO STA. 799+13 LT, CL B -L- STA. 509+73 TO STA. 810+50 RT, CL I -L- $TA. 838+00 TO $TA. 838+92 LT, CL B DETAIL P LATERAL BASE DITCH ( No�+o scaie� �Natural Fill ?' 1"�Ft. Gro�nd d 7 D �,�� 51ope GEOTEXTILE �� B Min. D=2.75 F}. Max. d=2J5 Ft. `When B is < 6.0' B=4 Ft. Type of Liner= CL B RIP-RAP 6=5 H. -L- STA. 711+34 TO $TA. 714+75 RT DETAIL T STANDARD BASE DITCH i Na� �o s�o�ei Naf�ral Naf�ral G.ou�d ?:� .y�� G.ou�d d � Geotextile g Min. D=Vories Maz. d=Varies •when s �s < 6.0' 6=4.0' Ft. DETAIL C STANDARD 'V' DITCH ( Not to Smle) Naf�ral Natural Gro�nd ?.� ,L.� Gro�nd D Min. D=1.5 Ft. -L- STA. 734+90 RT, L=55', BEG. ELEV=3116.00, END ELEV=3114.99, 5=1.84% DETAIL H STANDARD 'V' DITCH ( Not to Scale) Natural NoNral Ground 2.� � ,y.� Ground D d Geofeztile Min. D=2.0 F}. Type of Liner- CL 6 Rip-Rap Max. d=2A R. -L- STA. 740+00 TO STA. 740+37 RT, L=37' BEG. ELEV=3101.0, END ELEV=3100.0, 5=2.7% -L- STA. 836+82 TO STA. 837+14 RT, L=43' BEG. ELEV=2872.0, END ELEV=287028,5=4.0% DETAIL M LATERAL BASE DITCH ( Not ro Smle) Nol�ral � Gro�nd �,� p .L�� ����Fi, Fill Slope I o I Min. D=1.0 Ft. I.�.l B=2.0 Ft. 6=5.0 Ft. -L- STA. 788+50 TO $TA. 793+00 LT DETAIL Q SPECIAL LATERAL 'V' DITCH ( Not to Scale) � Fill NoNrol p'� �et Slope Ground ��?:) D Q�o� d �eO�eY"�e� Min.D=1.5 Ff. Type of Liner- CL 8 Rip-Rop Mox. d=1.5 Ff. -SRI- STA. 10+00 TO STA. 10+53 LT DETAIL U $TANDARD BASE DITCH ( No� b 5�o�e) Naf�rol Naf�ral Groond ?:� p .L�� Groond d �eotextile g Min. D=Varies Max. d=Varies *When B is < 6.0' B=See below IType of Liner= CL B RIPRAP I Type of Liner= CL II Rip-Rap I -L- STA. 844+69 LT, 5=0.43% L=35' -L- STA. 763+26 RT, B=4.0', L=25', BEG. ELEV=3107.59, BEG. ELEV=2862.50, END ELEV=2862.35, D& d=2.0' END ELEV.=3104J2, 5=11.5%, D=1.0', d=1.0' -L- STA. 765+60 RT, B=5', L=15', BEG. ELEV=3109.0, END ELEV=3108.5, 5=3.3%, D=2.5', d=2.5' DETAIL FALSE SUMP ( Not to $cale) Median Ditch 9 -� 2 �.- (See Chart Below) , 20' -�I GI � �-5- efc. \ S=Ditch Slope C� Proposed DiTch ' O�tside Ditch �f 2 p-� Traffic Flow ,���� ZO:� GI E- S - er�. S=Ditch Slope 4 Proposed DiTch 0.0% To 2.0% I 20' I Over 4.0% To 6.0% 40' D ETAI L FALSE $UMP ( NoT io $cale) OuTside Difch / Troffic Flow �-s- S=DiTch Slope DETAIL D STANDARD BASE DITCH ( Not to ScaleJ Natural Nat�ral Gmond ?�� p �,d Groond d Geotextile g Min. D=1.0' Max. d=1.0' 'When B Is < b.o' B=VARIES of Liner- CL I -L- STA. 771+06 LT, B=1.5', L=44', BEG. ELEV=3080.32 END ELEV=3085.00, 5=10.8% -L- STA. 780+92 LT, 6=4', L=34', BEG. ELEV=3087.26, END ELEV=3090.O,S=8.1% -L- STA. 793+00 RT, 6=4', L=4S', BEG. ELEV=3035.50, END ELEV=3025.26,5=21.3% -L- STA. 812+65 LT, 6=4', L=24', BEG. ELEV=2907.0, END ELEV=2904.96, 5=8.5% DETAIL I MEDIAN V DITCH ( Nof ro Smle) Shoulder Sho�lder Point 7. � Poinf � 1� F/pjrP � �\O�yC -L- STA. 754+50 TO STA. 756+72 LT DETAIL N BERM BASE DITCH ( Not to scole) b Nafural � � RDWY Ground 7�� �'� D � � Min. D=1.0 Ft. B=4.0 Ft. 6=5.0 Ft. -L- STA. 714+50 TO STA. 721+25 LT -L- STA. 738+50 TO STA. 741+00 LT -SRI- STA. 15+16 TO STA. 17+38 LT DETAIL R BERM BASE DITCH ( Nor ro s�aie� b Natural �.'� � RDWY Groond ?�� p d Min. D=1.0 Ft. B GEOTEXTILE � Max. d=1.0 Ft. 8=4.0 F}. b=5.0 Ff. Type of Liner= CL I Rip-Rap -L- $TA. 741+00 TO STA. 743+00 LT DETAIL V TOE PROTECTION ( Not to Scole) � ��� FILL NATURP.L �'�,'�� SLOPE GROUND d F GEOTE%TILE d=1.0 Ff. Type of Liner= CL B Rip-Rap -L- STA. 711+15 TO STA. 714+00 LT -L- STA. 768+50 TO STA. 770+30 LT -L- STA. 793+50 TO STA. 795+42 LT 2' etc. C� Proposed DiTch � DETAIL E SPECIAL CUT BASE DITCH ( Nof �o Sm�e) Na}�ral � �� Front Ground 1�/ p ��otte� Slope d Ditch Geore,r�le B Min. D=1.5 Ft. Max, d=1.5 FT. B=4.0 Ft. Type of Liner- CL B Rip-Rap -L- STA. 839+00 TO STA. 841+77 RT DETAIL J STANDARD 'V' DITCH (Notto Smle) NatUrol J_ Natural Gro nd \ � Ground \ p ry. \ Y Min. D=2A Ft. -L- STA. 700+00 TO STA. 701+29 RT BEG. ELEV=3068.15, END ELEV=3067.75, 5=0.3% DETAIL W SPECIAL CUT DITCH wMINGE ( Noi �o Scale� Naf�ral Gro�nd 9 e � e� Front I 47 D F���¢( $�lope -�I 6.0' �- Min. D=1.5 F}. -L- $TA. 720+15 TO $TA. 723+50 RT -L- STA. 726+00 TO STA. 727+50 RT -L- STA. 761+50 TO STA. 767+50 RT -L- STA. 774+00 TO STA. 783+50 RT -L- STA. 841 + 77 TO STA. 849 + 50 RT DETAIL X 'V' DITCH ( Not fo Smle) Sho�lder Sho�lder Poinf /S o� Point Fjo�� � �\o�e� -L- STA.743+00 TO STA.751+50 MEDiLT : of Liner- Class B Rip-Rap -L- STA. 776+71 LT, L=50', 5=0.3% BEG. ELEV=3093.65, END ELEV=3093.50 DETAIL AA SPECIAL CUT DITCH ( Not to Smle) Fron1 �� Ditch Nal�ral d'� e� 510 Gro�nd Q'7 D F\�� Pe d Min. D=1.5 Ft. Type of Liner= PSRM Mox d=1.5 Ff. -L- STA. 783+50 TO STA. 787+00 RT -Y36- STA.16+94 LT -L/US 221 BUS- STA.849+62 LT DETAIL Z 10' WIDE BERM ( Not to Scale) � q1 4:1 I�-P, Distance Varies Depending Upon Specified Elevation � ,� D � D=Vories; Distance ���� LowestPoint from Top of Berm to �'�� �� Naro�ol G.00�d lowest conirol point -L- $TA. 693+00 LT, TOP ELEV=3079.5, D=2.5' -L- STA. 697+87 LT, TOP ELEV=3088.0', D=2.0' -L- STA. 704+50 LT, TOP ELEV=3087.0', D=2.0' -L- STA. 711+00 LT, TOP ELEV=3102.5', D=3.7' -L- STA. 802+90 RT, TOP ELEV=2964.0', D=8.3' -L- STA. 812+30 RT, TOP ELEV=2928.0', D=2.5' -L- STA. 816+50 RT, TOP ELEV=2914.0', D=3.1' -L- STA. 827+50 LT, TOP ELEV=2887.0', D=1.6' DETAIL AC 10' WIDE BERM ( NoT To Scale) � q1 4:1 -- Distance Vories De din U S 'fied Elevafion �� � � -. pen g pon pea � .,..,.., _ -- " ..,..,.._..,. p ,,.. �_..,.._...._ , , -. . D=Varies;Dis}ance ���--'��-�-,.., --"� LowestPoint from Top of Berm to -�� n Proposed lowes} con}rol point C�� D�rch (TYP.) -L- STA. 675+25 RT, TOP ELEV=3031.0', D=2.1' -L- STA. 767+00 RT, TOP ELEV=3117.0', D=1.8' -L- STA. 761+50 RT, TOP ELEV=3108.0', D=2.5' -L- STA. 765+00 RT, TOP ELEV=3114.5', D=2.4' -L- STA. 844+00 RT, TOP ELEV=2870.5', D=2.5' CULVERT @ -L- STA. 838 + 56 DETAIL Y STANDARD BASE DITCH ( Not to Scale) G °°^a ��o��a Rip-Rnp ?� �''� Entire Slope Georerztlle g 6=4.0 Ft. DETAIL AB RIP RAP AT EMBANKMENT (Notto Scale) 10'm Ouflet 1.0'mi� l8" � $iruc�ure GEOTEXTILE Type of Liner= 15 TONS, CL I Rip-Rap Geotexfile= 37s PROPOSED CULVERTS FLOODPLAIN BENCH DIRT W201R FIBER MATTING (TYP.) EXISTING CULVERTS � � r EXCAVATE TO I EL 2869.6' RIP RAP CLASS I -- --- --- --- --, -- � W/GEOTEXTILE FABRIC (TYP.) i NATURAL GROUAID ` RIP RAP KEYED-IN 1' BELOW ry BENCH (TYP.) RIP RAP KEYED-IN 1' BELOW PROPOSED 2' CONCRETE SILL STREAMBED (TYP.) INSET 1' INTO EXISTING BASE 10' EASTERN BARREL OUTLET CHANNEL IMPROVEMENT LOOKING DOWNSTREAM (NT$) LENGTH = 58' PROPOSED CULVERTS FLOODPLAIN BENCH DIRT WiCOIR FIBER MATTING (TYP.) EXISTING CUWERTS� I EXCAVATE TO - ___ � EL. 2871.7' RIP RAP CLASS I - W/GEOTEXTILE FABRIC (TYP.) �� RIP RAP KEYED-IN 1' BELOW RIP RAP KEYED-IN `�' BENCH (TYP.) 1' BELOW PROPOSED 2' CONCRETE SILL STREAMBED (TYP.) INSET 1' INTO EXISTING BASE 10' EASTERN BARREL INLET CHANNEL IMPROVEMENT LOOKING DOWNSTREAM (NTS) LENGTH = 75' � PERMANENT CHANNEL EXCAVATION TOTAL CHANNEL EXCAVATION = 485 CY TOTAL CL II RIP RAP = 255 TONS TOTAL GEOTEXTILE FAB. = 270 $Y DETAIL AD � BERM DITCH z QQ ( Not to Smle) W� u= 5.0' 4.0' VARIE 2.0' \ 70.0'v.G ?� D ry� Min. D=1.0 Ft. -L- STA. 734+00 TO STA. 735+00 LT DETAIL AE BERM DITCH ( Nof fo Scale) Z OF wN V� 5.0' 4.0' VARIES 2.0' ?; � � D ry io.o' v.c. d Geotextile Min. D=1.0 F}. Type of Liner= CL B RIP-RAP Maz. d=1.0 Ff. -L- $TA. 732+00 TO $TA. 734+00 LT -L- STA. 735+00 TO STA. 736+00 LT DETAIL AF PIPE OUTLET CHANNEL �Notto Scale) �o �d ___ ,,,V E __---�po�;°d �s.,,�� � �.,,o to � 2 .. a�+� Geotexfile -������ I�� Geofextile CHANNEL BED Nanab�e� Class I Rip Rap -L- STA. 675+55 LT, L=14' -L- STA. 702 + 52 RT, L=11' -L- STA. 704+71 RT, L=10' -L- STA. 771+37 RT, L=20' -L- STA. 742 + 12 RT, L=10' -Y35- STA. 9+49 LT, L=22' -L- STA. 762+56 LT, L=10' -L- STA. 763+56 LT, L=20' -L- STA. 768+48 LT, L=14' -L- STA. 788+24 RT, L=8' -L- STA. 804+92 LT, L=30' -L- STA. 816+26 LT, L=18' -L- STA. 827+06 RT, L=10' -L- STA. 832 + 60 RT. L=10' � 0 � � � RIP RAP NOT SHOWN FOR CLAI P�QN � 1TLET CONTROL STRUCTURE (SEE SPEQAL DETAIU ENGWEERED SOIL MEDIA N0.57 WASH STON 6" PERFe PIPE W/ FILTER SOCK U� O O CLEANOUT � ) SECTION B—B � 6" 4 � 6" DIA� � I TRASH RACK_ (SEE SPEGIAL DETAIU SEC I I�N C—C OUTLET CONTROL STRUCT (SEE 2D-41 6" PERF. PIPE ENGINEERED SOIL W/ FILTER SOCK� MEDIA 3- SHOULDER -L- SHOULDER NOe 57 I '.�J�e : �, WASH STONE �� � e e e e e e 0.3% MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o� e e e e e e _�,�n ri �rsr �2 - ���.,. -N�y,� .� ,�z� .. � xr ,, ,« .n �� ,�...:��,,,s-,�-. ,.,«ra m i 5 0' � � o� � � 0 � � �° � _ w � � N � N C � m � i � 0 0 � � � m� iREBAY ECTioN A-A� REFERENCED SPECIAL DETAILS DRY DETENTION BASIN "OUTLET CONTROL STRUCTURE" DRY DETENTION BASIN "TRASH RACKS" RF��ESSED TOP oF cRouN�� -OP OF �A;IN � R ����� SHOULDER LP ON -Y33- 2' MIN. FHt�BOARD BE I W�tN 60-YR. STORM (3108.52') WITH FUTURE DEVELOPMENT & Y33- SHDLR LP SECTION A-A i0' MIN ,------- � ---------------------------------------------- ---------------------------------------------------------------------------------------_�'� �� 50-YR STORM W/ FUTURE DEVELOPMENT ELEV. (3106.47') �'� � — � TRASH RACK �� 3103.50' ��� �see sPeaa� oeTniu � _ - , q.� — � INV. 3098.0 � � � WF�oW � EL.3098.0 � ,��., 3e� �EL. 3095.0 �,e� ..� �� . _,.::._ . . -..... . ..-.. . . ...�:..: :.;. � ouTF�ow GEOTEXTILE� �LASS I RIP RAP 8" THICK INSET I � OUTLET CON7ROL STRUCTURE �seE sPeaa� oeiAiu FILTER FABRIC UNDERDRAIN �SEE iNSET o ANTIFLOTATION MATERIALS PROIECT REFERENCE NO. SHEET NO. R-29/5E 2D-3 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �LUSH CLEANCUTS WITH CONCRETE RWGS OZ �PRONS �TOTAL LENGTH BASED ON DEPTH OF L'�DERDRAIN 6" SOLID HDP� � 45° BEND � i� �ENcrH 45° BE� FILTER SOCK � � � � � � � � � FLOW DIRe _ ���������- 6" PERFORATED HDPE � C�EAN OU I �� I AI� OUTLET PROTECTIC� IST�.8�6.021 �NOT TO SCALE� DRY DETENT 0�1 BQS �l DETA �S W TH U�IDERDRA �l � NOTES lo SHAPE OF BASIN MAY VARY DEPENDING ON SITE CONSTRAINTSo (RECOMMEND LENGTH TO WIDTH RATIO — 30l) 2, 6" UNDERDRAIN IS A SECONDARY DRAWDOWN DEVICE AND IS NOT INTENDED TO BE PRIMARY DRAWDOWN DEVICEe 5, ACCESS BERM SHOULD BE PROVIDED FOR MAINTENANCE, 6o LENGTH OF UNDERDRAIN TO BE 5000', ENDING WITH A CAPPED CLEAN OUTo 7, ONLY UNDERDRAIN PIPE (LOCATED BENEATH ENGINEERED SOIL MEDIA) SHOULD BE PERFORATEDe 8, PROVIDE THREADED SCREW CAP, RECESSED BELOW TOP OF CONCRETE RING OR APRON, RiC �C P�.�919)878-9560 900 Rldgefieltl Drive Suite 350 Raleigh, Nohh Ca�ollna 276093960 NC License No. F-o112 Engineers I ConsiNclion Manager5l Planners I Scientlsls Re ponsve People I Creative SoWnons n_._.__ _______._. �2' MIN.� � 0 � m TRASH RACK INSET ��A�� � � (SEE SPECIAL DETAILI /1CCE55 BERM � ORIFICE TRASH RACK (SEE SPECIAL DETAIU 3103e50' �, — � � %<�� �i ' � � . � I �',( � i .' 4 � ' � ,< V �� ,<�� �i .' 4 � �sEeRsPE�n�RoEiaiu � � ,< � � SLUICE GATE NOT SHOWN FOR CLARITY in N 6�� 6" �o �� ��R�FICE� ���'�. � ���, PLATE I ti ORIFICE TRASH RACK 1, ;._-_� 8^x8" MIN. ; 3103.50' ti 6�� BORED (SEE SPECIAL DETAILI �� � '. i — HOLE --- 42" oUTLET PIPE BASIN BOTTOM NOT SHOWN 4" CONCe PAD 3097.25' FOR CLARITY OUT� LOW q2" RCP (2' x 2' MINJ -- -- �� INVe-3095e75' WVe-3095e75' �� � � ��._ BORED HOLE I V.�0�9725i"���� ��� 6" UNDERDRAIN �-. 6" DIAe MINe : -- �. 4" CONCRETE ISEE SHEEi 2D-31 PA� , "� -� i �--_. � ___ __ _ _ -' I� "' ANTI—FLOTATION MATERIAL _ I50 LB/CF CONCRETE � �,' \ i��i i��i i � i q�i i q�i i� - o. �o : .< \ ��� .t \ ��� .<�\ �.. . . � � < � � � .< . � 5EE wSET ^n^ ; 6" DIA. �--.--- UNDERDRAIN � Se0' � (INVe3095e75') SIDE I SWIC� GATE � . ANTI-FLOTATION MATERIAL I50 LB/CF CONCRETE oRi No ANii- isc ouTF�ow � CI�1C '� 5_UICE GAIL PROIECT REFERENCE NO. SHEET NO. R-29/5E 2D-4 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED � N � I BASIN BOTTOM 3097.25' i `..� ,<�V `.,' ,<�� �`.,' ,<�\ �' ,<�\ �� ,<��� �i '� ; SLUICE GATE 8" DIA. MINe INSET "B" aNri—f 5.0' I50 � SIDE 3 SIDE 4 �, � ,� SIDE 3 o N�TES � � lo ORIFICE, SLUICE GATL AND UNDERDRAIN SHOWN ON DIFFERENT SIDES FOR CLARITY PURPOSESo LOCATIONS TO BE SPECIFIED ° BY ENGINEERo s����E �A�E w� 2, 42" MINIMUM DIAIV.ETER FOR OUTLET PIPE, -- � 3, 3" DIAMETER ORIFICE � 40 6" UNDERDRAIN IS A SECONDARY DRAWDOWN DEVICE AND IS NOT INTENDED TO BE PRIMARY DRAWDOWN DEVICEo P�AN � 50 8" MINo SLUICE GATE IS FOR MAINTENANCE AND SHOULD REMAIN CLOSED DURING NORMAL OPERATIONo sioE q 0U7LET �pRqN- � s�E z � 60 12" OoCo STEPS MUST BE PROVIDED INSIDE THE OUTLET CONTROL STRUCTURE, SEE STDo DRAWING 840066 UIEW � � � N REFERENCED SPECIAL DETAILS T&Ao"aiRicEK -_ � , o DRY DETENTION BASIN "BASIN DETAILS" � DRY DETENTION BASIN "TRASH RACKS" � SIDL I �= DRY DETE�IT 0�1 BQS � OUT�ET CO�1TR0� STRUCTURE �� r�� �NOT TO SCALE� RiC �C P�.�919)878-9560 900 Rldgefieltl Drive Suite 350 Raleigh, Nohh Ca�ollna 276093960 N� ����se No F o„z Engineers I ConsiNclion Manager5l Planners I Scientlsls w.rkk.cam Responsive People I Creative SoWnons � 0 � � � a� � � +� � 0 � � 0 d � _ w � N � m � � � � _ � � , 0 Q � m� � w H ¢ Q > A � .7CVIIVIY D'6 REBAR TRASH RACK DRY DETEf�T Of� BQS �l TRQSH RACK PROIECT REFERENCE NO. SHEET NO. * NOT TO SCALE R-29�5E zD-5 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER HANDLE %2 " HO HANDLE PLAN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HOLE GRATE RAME RAME 18" I � 1 SECTION A-A ORIFICE TRASH RACK NOTES: 1. ALL JOINTS SHALL BE FULLY WELDED AROUND JOINT WITH A MINIMUM OF A�/q" BEAD. 2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD. DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE. 3. REMOVEABLE ORIFICE TRASH RACK SHALL BE ATTACHED TO CONCRETE BOX BY HINGE OR SLIDE RAIL SYSTEM. 4. RACK AND HARDWARE SHALL BE ALUMINUM OR GALVANIZED IN ACCORDANCE WITH ASTM A-153. REMOVEABLE ORIFICE TRASH RACK RiC �C P�.�919)878-9560 900 Rldgefieltl Drive Suite 350 Raleigh, Nohh Ca�ollna 276093960 NC License No. F-o112 Engineers I ConsiNclion Manager5l Planners I Scientlsls Responsve People I Creative SoWno �' � PROJECT REFERENCE NO. SHEET NO. o- � � L✓�JC `+ � ro : � , , �' � � .,. \ � , , �, I ,; - .. ,, ... 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SHEET NO. o- � ro �\NNA HOWELL OSBORNE � r C✓l�j` �J ILW SHEET NO. DB P4 PG 487 NAD $,?/ SRS 2007 ROADWAY DESIGN HYDRAULICS �' ENGINEER ENGINEER WILEY AUSTIN BAKE\ �� � DB 163 PG 1500 � ��e = ��o �a. �� °P � � � \ � ti � C.H. HOWELL AND WIFE BLANCHE V.HOWELL DB B4 PG 191 ��.;;� . j�,��2a DOCUMENT NOT CONSIDERED FINAL ��99 ' • JAMES E. DUVALL AND WIFE, UNLESS ALL SIGNATURES COMPLETED WADE SHEPHERD t THELMA W.DUVAL FRED SHEPHERD (LIFE ESTATE) � � DB D6 PG 156 MARTHA SHEPHERD (LIFE ESTATE) ' '6.,� -� D8 D4 PG 0569 DB 362 PG IO% ,<. ,��e .. - , ,. �� 2g/ ..� �/ • T I8' 6Z1 � �oARC1ilE H. SHAW � 2S M,�o,6�4 � � AND' HUSBAND, o ` -�-��.,�tit_M ^. MICHAEL J.OSBORNE �°�WILLARD D.SHAW ,�°� - - 1 DB 203 PG 57 -c , � Z p�� ° -'� �`�',�� D8 Y4 PG 492 � - _ 7 � / Q r x' �"`, nu �\/ O foP � � � � ... WOODS ��r : �� � ' . / ^ a U y )SO26 NW q� o � � ��� /'� f.' 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' � , .. — ; :-� � � �� - - - _ ------- � ; , - ' f'`'�c - �__ - - ��� L CS Sta. 69/+89.08 urersn� v DITCH �_ t ____ �, --__ -_r�_ .. ' 'N _ __ " . ' IDE BERM -�__ --- �-�-� �' �� OR. _..._--- ' - - � TOP ELEV.3079.5' SEE DET - � � i OREMq, E-_''-_-`_ _' C___ 0511 _" ___'� '_____ SEE DETAIL Z -'_ ___________ �t' � O �/ d' � SPE �"'� 18�� RCP SPECIAL CUT DITCH __ � $E'A` ET i DITC .. 111 �_ SEE DETAIL A - . . � r �� E � AIL A N -::__= - FS 2GI "' ___ -- C ... SPECIAL CUT DITCH C o �_ - � �- � --- _ 78�� RCP-III _______ _____ _- C SEE DETAIL A ____________________ -_______-----___ _ �m '- � � ,` '_'C7� - _. ___________"" - � C __________ 40 � REMOVE f w�� FS 2GI C -'--- C __-'-"- TYP. n PLUG FF r "_-______ __ _'___ F � .� � � _q / "________- ,i - _ � � __ - ___ < _ ___-- _ __ - -_-_-�_ �_______ _ �_--- _ �- �-_-_ - �:. ---_ � _— - - — � _ -_ • �___PLUG & F - , WIF�OWA61E_ = 0510 - _ 2GI ' � �� � ___ —�n � . FS � FILL _____________\- to. � /, �i � i �� ~ � . i "' w 0505 � _ - (n - v+ `► -�"�______ . y � -�_________ __ - - __ `► \`• - �� `` � - �a _____ o -- - � --_--- --_ -------- -- - - - - - - - - � I/ ------ � n N o n r�-_ � � � . \\�� FS O50 «� ., J -_'y..a �___--_� _ GI �' 1 ____-� _ W �� PIUG & LL W/FF � 2GI -L- o�K� . lili N CPT-� V� = 2G1 - W 2 d� �� p o I L O50 w � END+00 RT,-'� Z i II � �, S 87° 37' 42.9" E -----_ r r r r,_ ,_-_ r s:� PLUG a Fiu £ r 2 �1 I 0506 W/FF ___ '_ -------'� / 'Y GRE� T�-3 `, __- BEGIN SBG ,__----- F � 11 TONS CL I RIPRAP V � 5"MONOLITHIC ISCAND O50 -�- +00 RT O50 W�� SY GEOTERTILE � ----_- `'� ________ � -Y32A- PC Sta. 10+50.10 -02-- - � -�'' � ,- F �'� C ___--_ 2G1 � -� _____ � �„- C___________________ � - T l f 7 ------ � � ----- � '------------- � � ---- � o � c ----------- ' - �j a' ---'--------------� '��.. --� � � �, '' ._ � --------- -= C � i � " �v' . - � � � i = _ i ' � ' ,_ �-:.- 48' WW & L B 4�- - - - - i. °�� �C�4,( � � � C � -�"� __ _ . � �� Ex 5 N � � �G� CB �\ �'�- „i�-i`- � F� �� 0501 �� � _ �� e �� 1 I � S �� \ CU B�& GIUTfER ___ v -7-- ` �rs1Nc -__^ _s-, x r- -' .. BST I�II N I. i� � _ �z � � " '�A`'�r�\ O� F __-'. � .�_-- \ i \ _-- \ . _ _ _ _ _ � - - �---- 1MIDWDB 3g19 PGIST� 9HURCH .... ._ ..�.�� '� F Z . � �i i DB E68PG 27u r. �—� —..� rt— \ 6' � END CONSTRUCTION aa`��25 � � � �-x x��x� 72 __ �. � - -� � ' � �� —�� �� � �� "''�� � � o -Y32A- POT Sta.11+90.00 3`���� � / ��/,- � -�� � 0 � � � � } S�S x � esTPa��� _ s W � � � � � 'L � � � 3 � � � � �� '� � � Y32A- LOWE�S DRIVE � �r� �JGS NORTH CAROLINA VENTURES.LLC �°���� �� � o� ��� ' � o / � P�A � � � -L- US 221 15,464 ti/ ' — \ � �, s oe aoa Pc iai3 , J� � j581 c" 12,744 a 15,464 \ � / � • �� � -Y A- P T t l+4 74 � N 1,148 1,148 � - � �,3$$ ��3$$ LOWE'S HOME CENTERS, INC. � DB 358 PG 403 -Y32/a- -�- �� � o \ Pl Sta 10+g3.62 Pl Sto 679+0/.03 Pls Sta 692+55.75 P/s Sta 697+30.6/ � �= 32° 2Y 23.6" (LTJ p= 57° 00' 37.6° ILTJ 6s = 2` 00' 37.4" 6s = l' 5/' 58J" i _ P(819�878-9560 Wa D= 38' ll' 49.9" D= 2' 00' 37.4" L5 = 200.00' LS = 200.00' soo R d9�riem owe s�ae aeo � Raie�9n, Nonn ca�or��a vsoaaseo �� i,� L= 84J1' L= 2.835.8/' LT = 133.34' LT =/33.34' FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 Ncr�e�seNa F-oiiz o� 2�296 -Y32A- \ T= 43.52' T=/,54776' ST = 66.67' ST = 66.67' FOR INTERSECTION DETAIL SEE SHT.2B-1 E�e�ee�slco�so-��ro�Ma�a9e�s�aia��e�s�s��em�s�: �� ADT 2019 2,776 I LOWE'S DRIVE \ • R= 150.00' R= 2,850.00' FOR -L- PROFILE SEE SHT. 18 w��kk.=om „-�,� ADT 2039 SE = SEE PLANS SE = 0.05 FOR -Y32A- PROFILE SEE SHT.26 rzaspo�s�ePaopie�c�aan�esoi�iio�s � � o- � � ro PROJECT REFERENCE NO. SHEET NO. r' L✓�JC � � ILW SHEET NO. NAD H�NSR� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O JAMES E. DWALL AND WIFE, THELMA W.DUVAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DB D6 PG 156 - KIM PHUONG THIMAI, UNMARPoED �B D4 PG 0569 DB 423 PG 1361 � O O F ----'----- � ' 'b. O- - _^------ � O ~ -- ---- � �/� . _ O - --------- - / � ---- -- -- � ..__ _ -,-. ---- � ..._.. -...._. --. .. _ 706+00.00 �N 09°26'9f^E _ _- --- \ 125.00 38�.26' '.� LATERAL BASE DITCH --�— -'��� '" .__.." _ ____ _ --'"-� ..- - --- - 10' WIDE BERM yy/52 TONS CL B RIPRAP, � 707+00.00 2 - --- � TOP ELEV.3087.0' 134 SY GEOTEXTILE � .697+97.26 - SEE DETAIL Z SEE DETAIL L ��LP,TERAL BASE DITCH ���� 135.00 __ � PROP.47" SEE DETAIL G ; GARY AND JUDY BARE � 697+00.00 125.00 1 �yy FENCE L4TERAL BASE DITCH T___ -_ 0608 � SEE DETAIL G / i - LATERP,L BASE DITCH . 707+50.00 DB G3 PG 306 _ EX R/W �Q, WIDE BERM� \ —� � / � �� SEE DETAIL G 0612 PDE = 126.00 - -= , �=T C� ;_� - - - T = — = Pp _------ ----- --- --- /— t� E r SEE DETAIL GBEGIN 1 TOSEELDETA08�.0' SLAB LID p616 SPRING Bp% 062 � � _____ _-_'_____ _______ ____ _ _ __ . _, __ '_______- _= _ LATERAL BASE DITCH � ----- JB W/ 2zELBOWS O -.---------------- 4- ` . LATERAL V DITCH PRpp 47, ^ W __-- CAT-1 � 0613 v 3 062\ '------____"__' SEE DETAIL B 0615 � FENCE W FENCE � -_--' ,� T r 1B W/ SPRING BOX '-�� --- -------- � _________- $LA� LID7. � ____, `` �� '__ __' � - _ - -- �-'� ___________ _ ,,� L N � -� - �_ ------_- _ -- _, - r �1 ---- -- r � --� W ___-- _— ( —_ _ ___ ___ \ , ------- — —�` � � 2 ELBOWS _____v___' 12"CSP GREU T�_3 `� _ �,\S�D�AI(DITCN 2 _____- ,%�2-H�OWS � (/� -- r� W —_- d- 2 _L- 7�' FS 2GI F ii ryp� QE6'�N `zi-g�, C'�!�,i �'____, N N / —� — StO. ��/ l 95,�0 ��—�_ �^ n " — ,, O � � � — � �// O � � � ., �'aa � 0601 2GI ��,� u � - p 2�. i� -'- _' PLUGN 8 � , __� ----_ � " L«_ . ,,,, N ---______ � Oi;� - -___�___� q i � �i _ FLOWA " /2GI 9�� �� � -1 �060�......., .- 1' _ F., „ ti�>__________________________________________________________ .O �� zc — , y — F,i Fiu �ac _'----_ �� __ � O � ,�- ___ �,; l 2G . � ______ .- � ________ � __ � __- a _- T 1 - � -� . _ - __________ -` ' OP DEPTH 1 � '� - . ` — - - -______-__� � _ , O60 -� ,'�� . --_______ \ , , DROP STRUCT. 0606 � � � . T �� - _ _- __- • U il_3-r81- ___- _____ 15„ - , _________ Q _�_-_ N N' �� 4 a�-iT CSP ��-__ REMOVE 16,___'__ (DR .1' , OP-O � ____-_-_- _'______ -_ �� 2' q„ � DR 6' � / i � � � � 0'_ GRE F 2 ELBOWS W�t�� �DROP STR. " 0610 ry _ ___ _' ', \ /;' ( I __ r TYP. �-- BEGIN SBG F EXISTING 24" CMP �''� � �� __ r �► �� STANDARD V DITCH 0619 --------'---------__- 0620 ;�H .I p _= � / � `` % � i 75 RT SEE DETAIL 1 �B 11 TONS CL I RIPRAP � � w/MH U -__ --- _____"' � �,!� � �. � ___-----' . . - - . W22 SY GEOTEXTILE F ' 30" RCP III_______ ""'_ / 24" CSP I �1 �� , -_�� � E� 30' RCP III� ON BANKS ONLY -- �, ��� 0618� I 2 ELBOWS �` � 1 �� � � '�`��� 0617 SEE DETAIL AF ��,, _--""'_ _ - �� �► ..� �� '- '--__ � / _ � J /'' .. � (060 2 TONS CL B RIPRAP . `..- 11 TONS CL I RIPRAP 0614 � �� ". ... 1B �, _ �F_l�_'_ � / � \ � W!7 SY GEOTEXTILE W/12 5Y GEOTEXTILE T O __ E �,y� F �`...�.:�� I \l � � ____ _ � �� F�� "_� CAT-�8:1 � e —L— SC Sta. 697+97.2 - ON BANKS ONLY W "" � / �� - SEE DETAIL AF _. - � / _ P �� LATERAL V DITCH / \ \� N 56G / I� � � � " . {�.y / s � ��" Z __ `\ \ 468EON� TCOLLE�RILRAP, 06TON5 CL B RIPRP.P (D OP DEPTH=58') ���___ .y JK � '�-- _ y 8" DlP � "' W/ P STRUCT. � � � ' = - ��--. o, � � � % Wi14 $Y GEOTEXTILE + - 2 � 5t W �� �1� , .��-__��f ��' � U11 - -c- - - _ _ _ . _ . 8' DIP ss �'�\\_. /1 - - T � (� s_ r pF — {'� I� '.— ���-.n,tNc-'a'/mr — . . ' �X X—���5 ���\ . .- � _ _ . . _ � . .. � '� s _s y�l - �P / � 48`WW S ISBN �'-' _x. v, R y � ,�K�S p \ ` `� A �� ~ "• �X - �-'r � ' i 1 �Fi r ^ , - . F . __ - _ . � ' � �. 7 2�n �� _,� �` 5 �, � � � � e a -o � � 6 N � i 0 � � � o� 3 o� ro �o �� M° �� _ �. ^ �,. , • �/ ._ _ - .. _ -' � `� 0 �% I'P/ �.�5-,.. Si� � - . -�: �.,- . � � J 4� `ii �4i ✓ �'-Str �'.r��✓ .. ` O � � _ ` S _'i.T�� R ` ___ - _ ... v . / o � � �o I ,,(� i . .. . 1 I MIDWAY BAPTIST CHURCH �'" � - z - ��50 „W\ . w 8"WW & B _ � - _ _ ____-_-.�- . - � � DB 319 PC 2089 /�'_ i� � ,.• � 27.52 � q'� ��W � DB 168 PC 711 S�0°53 y � � � Wo PG 272 ti�, �� JAMES E. DLIVALL AND � � � z �.�.� �� DB E6 S MIDWAY BAPTIST CHURCH � � `� `3 ` " WIFE,THELMA W. DUVALL N pga a , _ 8 W �50. - � — � � , � DB 319 PG 2089 �' �� DB i55 PG 69 �9'Se"E z�' , ?•� . e��/ � DB D4 PG 0569 5�.&7,:: �� N liq5�qy,E ��, ��- � � � q DB 168 PG 711 � � R ? o, 3a.5z- `-�' a; DB E6 PG 272 �+�, � `� �X ,.. '"��; - � " � �� �j W ��2SF 6US /p y�' ,/�/ . �`�/0 .. F , � f . c. ��''� ie�" 1/�� 0 a`° � � - �>'`� ����� �"�cac��ic,'��4. /F�_ � `.. �.� �� gs� � o ' �� �� c; 4� � o -- � � �! ,�Y.. � ___ � � � x � � _ , , r v � Bn PA a�I : � .. �---k � � �, �` r,� .i _ ��� � , . � _ � _ /�'�?' �� � � `„ '� J' � w _� ___-____ -_-- __ ", Dio � WILD65256 PION0408ANK � o r' N yn �� II .. � €� � � �� 2 � � _ _��_ ; ' , � .�� �?�" �d¢'� � z dP . ) �° � e� ` - � _ �_ �� - �'�' ° � � �/� l, ___ � ; m _ m � � _ = � `_� � ' / � � —�� � . � _ �` - _�� � � �� r µ�se�KaF P „ \ c�I E �,"�n, w� � � � � ` R. E. WOODIE AND WIFE o u, . I �, � � i I �i�^ � - ' - NANCY LANE D. WOODI� � � ;�i � ` I ' DB 04 PG 34 �A�,,;� �, ' ��.. i7�r /��/ . ..` JEFF WESi s i�.�� ERSON LLr �Ge -�- 161.089 W ' OB 455 P� � PlS .StO 69�f3�.6/ Pl$lO �OJ�fSO.SS HIG�HB �OZNPCYZBSNK �� � /i� 6S = l' 5P 58.7" �= 28° 38' l3.1" (RTJ � e c-�e�eia�e sssa � , E: LS = 200.00' D= l` 5/' S8.7" °'� 13�zr E soo R dger�em o��e s��ae aeo � Raie�gn, Nonn ca�or��a vsoaaseo � LT = 133.34' L= 1,534.42' �s0�9�' Ncrce�seNa F-oi�z ST = 66.67' T= 783.59' e�9mee�s � co�so-��ro� Ma�a9e�s � aia��e�s � s��em�s�: R= 3.070.00' "�o°�, ,. FOR DRN. DETAILS SEE SHTS. 2�1 OR 2D-2 `"`""�'kk.`°'" r�s e SE = 0.05 �Qe.3q- FOR —L— PROFILE SEE SHT.19 rzasPo�s�ePaovie�c�aan�esoi�iio�s � -Y��- CF1/Y1PUS DRIVE -L- -ACCESS- PROJECT REFERENCE NO. SHEET NO. Pl Sta 705+80.85 Pls Sta 7/3+98.35 Pl Sta 10+84.35 Pl Sto //+37.39 R 29/5c 7 � 0= 28° 38' l3.1" (RTJ 6s = l° 5/' S87" �= 52° 22' 06.7" lRTI �= 52° 22' 06J" (LTl ww sHeer No. D= l° 5/' S8.7" Ls = 200.00' D= l90° 59' 09.4" D= 458° 2/' S8.4" ROADWAY DESIGN HYDRAULICS � 12,744 15,904 L= 1.534.42' LT = 133.34' L= 27.42' L= 11.43' eN�weea eNcweea 15,464 -L- US 221 19,424 T= 783.59' ST = 66.67' T= 14.75' T= 6.15' R=3.070.00' R=30.00' R=12.50' � mNP� SE = 0.05 SE = 0.02 SE = 0.02 JAY TODD RICHIY '9 _ RENEE RIICHEY � Pl .SfO //+7g,37 _w DB 330 PG 409 3��2$ 6��$$ �'�� � = 32' 37' 37.3" (RTI -- JAMES CLIFF JENKINS 3�668 %�62$ O D= 8/°l6'14.2�� DB 134 PG I80 L= 40.15� DIANA LYNN HAMM JEMSITE DEVELOPMENT, LLC (40%), T= ZO.E.3� CHARLES R. COPE (20%1, �B 4i4 PG 584 ANDJIPHIL G I STEV ENO%��0. R= �O.SO� DOCUMENT NOT CONSIDERED FINAL , 9,216 DB 3zs Pc �zz� SE = 0.02 � -Y33- UNLESS ALL SIGNATURES COMPLETED � ADT 2019 11,296 CAMPUS DRIVE /0 S 70' 02' 47.9" E � ADT 2039 � 20 S l7' 40' 4/.2" E ,L�p� �01�39" " � z � ��'. ,� � 0 5 70' 02' 47.9" E �� 5(ZS � 4� S 37' 25' /0.6" E NP'O � � � - � � � ,� � 3 � 5q°0000 " CARY AND JUDY BARE � JAMES R.POWERS � DB C3 PG 306 1 - AND WIFE, - � THE TOWN OF WEST JEFFERSOM � 8�358 POWqRS __�' ��3g•W ��^' DB 249 PG 990 0 o ""� - s �o� °� - � p = �. 1,- _ . ,,, -.� .� - �-� _ � � � �� - O .. � 39" v� EXIS7ING � ,° ,:. �'�.. �. ;. _ � . (�I _ �� � ACCE55 POINT � ,� 5 23'56'91" W � . . . _ . . l4.50' ',,', - � _ n�+so.ao ns+s�.aa -L- POT Sta.7/5+3992 = �p' WIDE BERM 713+31.68 TOE PROTECTION �25.00 TOP ELEV.3102.5' 175.00 125.00 WNz TONS CL B RIPRAP, -Y.3.3- POT SfO. �O"fOO.00 BEGIN CONSTRUCTION SEE DETAIL Z / 268 SY GEOTEXTILE Q -DWI- SfO. �O�"OO.00 � SEE DETAIL V 710+80.00 P�E� _- T t 7� f� � FENCE BDO ��� TAP�H O � 175.00 q 711+25.00 � 718+03.98 / W/421R ONS CL BITRIPRAP CJ 125.00 BERM BASE DITCH \ BERM BASE DITCH �I 36" CSP � J w 710+75.00 � � R C SEE DETAIL N EX. R/W � SEE DETAIL N � 2 ELBOWS � - v T PROP 47, 0713 1055 SY GEOTEXTILE LLJ 125.00 m PROP. 47" 072 \\ SEE DETAIL O T CHORD WW FENCE yyW FENCE N ____.__.__ __ - _ _-.__ ...-.___ 0711 - - �O ) BDO .. _ \ �\ �� _ -- _ -- - LATERAL BASE 0701 - �-- ���-� --} �'-`- � ______"_� � F _____ __________________________ _________ � W _____-_ �� _ _-_ -_�_=_=I=S DITGH SEE ryy� 30" CSP-.�S _-_ - ________ _- -- - -- - _____________ _______ _________r;� __ _________ _ _____ r DETAILG ELBOW�£T ___-" ---------------�-- _-------- i.)FiIVF RE W __- � .... . - � � ---- 2GI-A 40' � - -- �E 30" RCP-III 30" RCP-III W --_ ^ 42" RCP-III FS 2GI-A 2GI-A v% _ _ �_ - . � � \ � TYP. '_ ______'_-___ � J� 0709 FS + .S 7�� �`Z' 479�� E GI-A 0715 0706 FS 070 C` (i O �m �r � � �r � + -- � ------------ ". > � s o s o v � ►� --- � � � � N 1� � -- '� = • , „ = N - TB 0714 -- - O �► Z,_q„ C&G 2GI-A , __ - - ^ � � __ � � • � 1 �p _ _ N � �� � � � �' 1 ' ll HlC � 4NIJ �5" MONOLITHIC � Q _ _ GRP.DE 2GI O DRAIN 7 L _ _ _ � � o ISLAND d' '�' � -I - � PLUG & FlLL_-- � -�-� p � �0J _- __�4/ftOWABCE O _� t----- - � n PLUG FILL - - & FILL W/ -- � r _, ___- _--_- ___- ___----- L FLOWABLE FlLL - �' __ _ __ ���� y ' -- � CAT 1 _ _ - Hd____ '_ ________________- __ _--_ v --------- -- - - - o O � J --- - - _�-�----- - �_ -_ POT StoJl9+99.16 = � � � � ---- - - ----- �'- ------/ - ,� - �� _ • -�„ -- ----- ---- ---�__---_ ---- - -- - - - - -- � �- ___.REMOVE 39' 2 '- - _ - . . -_--_____ '_ C____ �g EX.42" CMP � �� 070 �H q2" RCP-III - _ _____ 716 2GI A A'I/v� t0. ��i-� _ F �� ° POT Sta l0+0000 <-�- � � �Cn / (NOT BURIED) �� � \ \ _ _ _�,. �i �ab?- � � -_ S � _________' Z N �_IC_. '. ___-____ _____________'_" \ _k- ____ 1 F �31BB___- � -_'______ __________ _________-_ _' -.-\ - __ � _ --� _� ---- - -- � � � � ,aoa� sreciwrHiNce ��c" � P t l +69.60 � J F DROP STRUCT. �-- � 4Z , R _ ' 1�.p J DRY DETENTION BASIN `I ,\ � EE DETAIL W = �DROP DEPTH=5.0'� 6 TONS CL B RIPRAP � 1 0720 SEE 2D-3 THRU 2D-5 J ����� ��-- /� V W21 SY GEOTEXTILE �• ' PC Sta. 11+3/.2 � 0710 � '' \ � 309).3____ 30Q).5' � �0.3B4o 30980' � 2� rT f ��" 7 V= - - f � �` � � � 5 RISER -• � aovzi 07U z 0703 LP.TERAL BASE DITCH p�y� �\ �\j\ 0� I+ \' SEE DETAIL f f O� 3j �. W293 TONS CL e RIPRAP, J ,... 727 SY GEOTEXTILE � \ � I � � � 20 TONS CL I RIPRAP SEE DEfAIL P �5 TONS CL B RIPRAP `� \��� l+� �� 7g� - e / -f � / � W/39 SY GEOTEXTILE W�37 SY GEOTEXTILE _ ON BANKS ONLY `� \ w F \ 319� - �__-__ i SEE DETAIL AF F � �___3»� ___ PT ,SfO. ��f98.88 I �C' � - .. .. - - _ � - . DROP STRUCT. Q j � I _ � _ n b � _ 0718 Lj GM (DROP DEPTH=2.9') L I � - � � `K �' `� �x = � , END CONSTRUCTION �_�� �t�,� � ��N� R�� . :� -- - -Y33- POT Sta.12+00.00 =� C, ? � ` ` - ,P END CONSTRUCTION � �4.� t�J � � � C ��DI �� � � � - - _ - � - � - " -A - t0. l . _ � � �ca� �- �_-�- cbNc �: �� 2 -- . - __ � ;_ - � � _ ; n'. - � " __ _ _ RETq -__ � - Y',m <_ � _ _ � - I •' I ,_� � a��, .' ° _ -- ��o\ SYSTF ,. - T . � � F __ , .� . .. / \ ' .� . _ _ ` '.' .'1 -. � v ..7 � '' TED PARTNERSHIP � 1 �n � � � �� � :rA= sa�K eus � -- � , � � , p,_ � �,, �;, �J�� .,NOPY � i FFC LI� DB 274 PG 2370 � SKYLWE TELEPHONE MEMBERSHIP _, AUTOZONE,INC. �� � '����� CORPORATION -�` � DB 265 PG 983 $ �� �� . DB 430 PG 2127 I I ✓ � � � � ��� � �� �� - �sai n F�s � . o� �� ,� , ,rvc � � � 2 WEST JEFFERSON. LLC ��i� . �� � � � u � a� � 7 � _ � T _ � DB 455 PG 826 I ��� � , �� � � N � �+ �, �� � 2a8 T � II � _-- � X � - p,, a � _ �II � esi Pa � � ���T Pa I ��� I�� � � O �- TREVOR D. WITHERSPOON � � � 0 rP GY � � - � � _ � . � � - - � � � DB 263 PG 1194 �� - � ��,Si = N�i �I �N� Pp � - - - � p ' � `\ � � fi�-�� W �- _ �r r�d � a �, 1 � � � 1 ___ - � 0 1� = �. � ,��, � �-- . � � � , �l I �X 24 S � _ � xs,��� A, � � � � �. - " �', YEl-21 - _ _ - - � � � �I� �I� N o j - o,, ,�w 1�; ��� �� � -�:, �� B - - - - � �' � _��� �- -s� _ - �� � �, � -- �.�� � �w �, �� _=s _ � � NN„ � - - N ; � ww �� � � ��_ _ � � � � �� : _ �� _ � �� � ' - RiC �fC �� ; � � FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 ' � FOR INTERSECTION DETAIL SEE SHT. 2�1 sooRd�geri mo��es��aeaeolRaie�en,Nonnca�or��aysoaaseo � o ��- P T t l4+ FOR -L- PROFILE SEE SHT. 19 � Nc oce�se No. F-oi�2 o a� � FOR -Y33- PROFILE SEE SHT.26 e�9mee�s�co�so-��ro�Ma�a9e�s�aia��e�s�s��em�s�: iy� �,� s'Sb" `" � PROPOSED TRAFFIC SIGNAL FOR -ACCESS- PROFILE SEE SHT. 28 w�+v+�kk.�om ��,�, �� FOR -DWI- PROFILE SEE SHT. 28 rzaspo�s ePaopie�c�aan�esoi���o�s � —Y34— MT. JEFFERSON � STATE PARK ROAD 15,904 14,840 19,424 -L- US 221 18,040 1,680 616 2,080 696 2,296 -Y34- MT. JEFFERSON ADT 2019 2,776 STATE PARK ROAD ADT 2039 , ` � W � W =�- � , O O + �� �' �� I \ � _ _�► o H � . --_ 1 J C � ^ -L 726+33.90 724+33.90 140.00 � E R BEGIN BERM BASE DITCH FENCE �801 W/421 TONS CL B RIPRAP 1055 SY GEOTEXTILE \ CHORD SEE DETAIL O � PROP.47" CHORD ___-080 3�" CS-¢�� cc 2 ELBOWS -L - Pls Sta 725+67.25 Pl Sto 729+93.07 Pls Sto 734+/5.5/ 6s =/° 54' 35.5" �_/3° 39' /5.3" (LTJ Bs = l° 54' 35.5" Ls = 200.00' D=/° 54' 35.5" Ls = 200.00' LT = /33.34' L = 7/4.94' LT = /33.34' ST = 66.67' T= 359./7' ST = 66.67' R = 3.000.00' SE = 0.05 O JEMSITE �EVELOPMENT, LLC (40%l, CHARLES R. COPE (20%), JIMMY MILLER (20%l AN� PML 0. STEVENS f'20%I DB 325 PG 1227 +33.9/ 728+00.00 EX. R /VJ END FENCE 0 + O � � 732+00.00 EX. R /VJ BERM V DITCH W/65 TONS CL B RIPRAP 188 5Y GEOTEXTILE SEE DETAIL AE QOE BEGIN / FENGE /�, -' W/421 TONS CL 6 RIPRAP - - --'--'�- 1055 SY GEOTEXTILE - - _---- SEE DETAIL O - - = - — ---- __ _____=--'-L- POC Sto.732+98.4/ _ _ _--_---� -Y34- POT Sta.10+00.00 � :� � �I �y - � s� ''--_ I -_________ �____ ' 2GI W -- i � --- Z F -""� ` � _________ - _ _____ J � �,� ------------ ---- ' - --- --- 2 TONS CL 6 RIPRAP - ------- � N /9°57'/2�„Ex cu�aiirs°nisinoH � =; �� ---- ----------- "� � -- � 5" M�NO[ � NlC lSl � iso-rAPER ��r�- _=- _____ _ � ISPECIAL NT DITCH -_� � SEE DETAIL W C'--__ -_ c„ '-_____________ ` • ______ � '�,� w _ , . --------------_' --� —a � �: �;.r v SP. LA7. V DITCH-----__ � � �.,�� � � SEE DETAIL F C -------- _ � `'--� I oeo9 � ,U. , � �� � 11 �� �2�15-21 �i��ti��ki�W � I I �I -- SP. LAT. V DITCH I ..._... _ . .. - - - - . 48" WW & ISBW $EE DETAIL F I A -X - - - _ i X---- - 1 h d X _-_> C�I M � r �- - ____ X .- - . . _ _ . _____- - - - -- - i ______ .._ __._ . _ _.. --�k i� �� .c, - - �' � SKYLINE TELEPHONE MEMBERSHIP CORPORATION _ DB 930 PG 2127 . ... _ _ � ,. , _ _ r. _- _-- -- ' -- `— . . F_ :; a �-- — -- �E� - � , �s, � � -- � �-��`r =— — � _ s � . ' a� � 8 M �w -- T- °a _ _ --- \�r F`o-_. ID �� ---w — - � - � P � 1 — w E'�� � �, a _ R,�� a � �. I � � �? i� .� � _�' �� � �= � - � � � � � exsrimc R�w � �� '� - � � w EMY D. HANDAL � C � �., Q �- u� � � li DB 301PG 462 il ' � 6 ' N � / o - � - VEL H. PIERCE AND WIFE, � CATHY H. PIERCE Q, � DB 196 PG 1809 o� WOODLAND COMMERCIAL PROPERTIES, LLC DB 187 PG 1198 � o OB 374 PG 267 � C! � ,�i� � � , , B� PA � � ro , ��// � ���� � ��w � �.,�� � � � � o� � �� �� \ �,` � �Ee J� sr � �� ''R ,�ss� ��\ �``� S� 2�q S � M�ERS\,, �\,\\�`���"?.�t �-',f..'�, �1�� � ✓fFF \ I 0 q � �� �\ � . � � „ _ CATACORNER " - g � - INVESTMENTS, INC % -� '� � ,,, _ ��� DB 369 PG 1104 � .. r, i�l , 'F ' / /� NA'3/�S 2' PROJECT REFERENCE NO. SHEET NO. � Z�iSc 8 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED O O + tfl �"1 � 735+00.00 235.00 BERM V DITCH SEE DETAIL AD — PDE � PDE 0810 � 2 0806 / 2GI , 2,_y„ �&G 6ERM V DITCH W/32 TONS CL B 21PRAP 94 SY GEOTEXTILE $EE DETAIL AE 735+55.00 I 265.00 736+60.00 175.00 736+10.00 AQ 195.00 737+00.00 � 48 8 F 760.00 BERM BASE DITCH 90.00 W!/73 70N5 CL B RIPRAP 1937 SY GEOTEXTILE SEE DETAI�O ppE Pp f E ---- ___'--- _ / / -L- ST Sta.735+q8.g4 i �� �� ti -------- -------_- � - � �1 _� ------ — d , --- ------ - �, N 2� 28� 45.8" E -- � , -----� +�--------- -- o _� o , ' _ - ___ - �' - _ - ________C't, - _ _ __ - _—_____ F _ _�8:1_S _'_____________ � --- --- E IN SBG � $TANDARD V -�- +50 � j /^--- GREU TL-3 ��' / � EE ____________�� I DETAIL C 080 \ F�/ 2 TONS CL 6 RIPRAP JS � W/7 SY GEOTE%TILE � ; BEGIN 2'-9" C&G ; -L- Stae733+48e36 / _ ---PLUG & FILL W/FLOWABLE FILL � W u.% � i.0 i.0 - N O � � � M � 1� ~ N -- - J ---- I � � W Z —=—c J U � �,5,��.�.�. .- . . - _ - U '„ ;�: �4/ RCP-lIl �/ / i / �F ... � .. _...... � _ ..,V - _. I 5 TONS CL 6 RIPRAP 6,� PE _-c-Qe�'� ��- -.. I W/14 SY GEOTE%TILE - wsTw. n�� i � - _-� � LW F FILLABILE � ___ / I � �Ai � /��- / G I / /� COUNTY OF ASHE . . ,� �� /� DB 322 PG 1906 < / COLINTY OF ASHE �V i �� ! � �B 322 PC 1906 /� m �/�) � -- �� ��,/� � �J y /;. _. J ���� \ �`/ � Q � / j//`�.'� 1� ;:D' ,� / / „ /p % / � � �'�''� �' � ° � ��� % � � f: � /o� � il � a� , o� � � /� � N � p� � � � //e , � � �� a �� �� � � //� •� �,,. / � °� \. -Y34- POT Sto.l3 I � — � RiC �fC P_(919�87&9560 900 Ridgeileld Dnve Sul�e 3501 Raleigh, Nohh Carollne 2760&39A0 FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 Ncrce�seNo Foi�2 FOR INTERSECTION DETAIL SEE SHT.2B-1 e�e�ee�slco�so-��ro�Ma�a9e�s�aia��e�s�s��em�s�: FOR —L— PROFILE SEE SHT. 20 w�+v+�kk�om FOR —Y34— PROFILE SEE SHT. 26 rzasPo�s e PaoPie i c�aar�e soi�ro�s � o- � � ro � � � 6 B a -o � w 6 N � i 0 � a � a� 3 0 ro �o � O JEMSITE DEVELOPMENT, LLC (40%l, CHARLES R. COPE (20%l, JIMMY MILLER l20%) AND PHIL 0. STEVENS (�20%) DB 325 PG 1227 O t O R � 740+50.00 741+2� 205.00 205.00 747 +00.00 0 BERM BASE DITCH PDE- 73 TONS CL B RIPRAP BERM BASE DITCH 937 5Y GEOTEXTILE SEE DETAIL jPpE SEE DETAIL O 738+90.00 175.00 0912 P�E PRO 47'" CE i /�/ ��� � \ � � /' ��-_ -------� 24" CSP 2 ELBOW� +ai.so END 2'-9" C&G .00 .T APER SP. L4T. V DITCH 2GI-A 150' o -L- Stae740t30°00 see oerna F /� � � /SPRING . ._, + �I BO% 09U F�P unn-_..�_ ,-_'--________�``_ / �\ � � � ��� � / i'1 � V~.% --__-_-_-�� W ----_ = mp N g9 W N o9oi 2GI � CO p- «_ � _ M-- ---- I� N 2° 28' � -, _ _+GI , N 0 - - � -- F STD. V DITCH .. -- � � � ---- ------ W20 TONS CL B J RIPRAP, 53 SY GEOTEXTILE SEE DETAIL H Z 7 TONS CL I RIPRAP W/IS SY GEOTEXTILE J V- - rs to. �3s+a�. � � HAZEL D. BLEVINS PHILLIPS FAMILV DB 260 PG i900 LIMITED PARTNERSHIP - �B 256 PG 37I Z,_q„ C&G -L- -SRI- Pls Sto 739+88.17 Pl Sto 746+79.89 Pl Sta 13+89.56 Pl Sto 16f44.40 6s = l' 03' S7.5" �_/6' S3' 20.8" �RTJ �= 4' l7' 36.8" (LTl p- 5° 26' 18.4" (RTI Ls = 160.00' D=/° /9' S6.9" D= l' S4' 35.5" D=/° 54' 35.5" LT = 106.67' L= 1.267.5/' L= 224.8/' L= 284.76' ST = 53.34' T= 638.39' T= 112.46' T= 142.48' R= 4,300.00' R= 3,000.00' R= 3.000.00' cF - nna cF = Nr �F = tir � / O / + / v � 0.00 SR� 110.00 -SRI- POT Sto. 10+00.00 \ 10+50.0p ; So.00 SP. LAT. V DITCH WBS TONS CL B RIPRAP, 237 SY GEOTE%TILE SEE DETAIL Q BERM BASE DITCH W/161 TONS CL I RIPR4P, 371 SY GEOTEI(TILE ' �_ SEE DETAIL R �� ppE �az i azz9 ex. e nv� �.c �,._ . PROJECT REFERENCE NO. SHEET NO. r' L✓�JC � ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � X I � � (DROP DEPTH=1.4') �+�, -� -._ N- � J5_ l\ L S O. �FB I.rJeGJ END SBG�ZGI� I � W � � -Li__ �- J5- - � Sf -.___ i� -L- +50 0914 30" RCP-111 � I J 1/ � �S LE Q��`��cREEK JS U0907 �\ /� �$ I ��` � � (L I� �-.-_ �SU�T,QPL�/q_1S 11 TONS CL I RIPRAP � � � I\ W22 5Y GEOTE%TILE ^'� � � ^�j. � I� '��I � .-� JS Sf - - ON BANKS ONLY `-�% - - SC Sta. 740+4/.50 SEE DETAIL AF � '�' / � � � �� �)S�`'� � � � � ����. � �s �s � ��� � � � 6 , F� _ _ / '�� - - Ex�sr�N� ,w � _ -�_ - _ � _G - '-..' . A ExistiNc /w 72"CHL & 35BW �-� II � CONC - - -- � � �� �<' �I � �� i. �aa" WW B� .., � II � �� � : ,. ` II --CORNER OF tt�l � �la� ;� ��I� ��� ,i ' � � � i .,�� �� .�0��r�� N. � 'm 0 � �' � ��� P� �I�a 6 /' � �� 1��� � / �' COUNTY OF ASHE DB 322 PG 1906 �m'a i� ` I 1 �� � � �0919 � �� F 12+15.00 51 C i' �� 50.00 � � _ _ `, V.''�. 20� � ,.; g 12+77. 20. �\ - 50. � � � ��c W � N � � �'I -_ - = -_ - o • __ ___ _____�`7�� r- � __ ' ��-__ � . „ - __ __l y _'_ - 7 _____r__-__-_ _ Z_____-r_____ __ .I_-__- i _____ �. 24" CSP r ----'- 2 ELBOWS P�P.47' -S-'-i�-r-- FENCE �090 40TCB _� -' CAT 1 T T T 7 2GI� T -/ - NA'y SRS 2�07 O JOHNNY J. SULLNAN DB 145 PG 1689 -SRI- PC Sto. 12+77.10 ` � �� ,/a� '� ��: � . � � ; ` M ��r .w � � � -SRI- PRC Sta. 15+0/.92 15+01.92 SRl 50.00 i BDO R SP LAT V DITCH W/595 SY PSRM W SEE DETAIL 5 ''--_ �_�-----�__ ��--,Z���-�--.-__�' SEE DETAIL X PWG & F� � SYSTEM W/ - r _______ FLOWABLE FILL 1-1 -1__S--> �i. 17+50.00 SRl BERM BASE DITCH 80.00 SEE DETAIL N �-�1- _� ___ - ��-_t=_ __ ______ FS________ � v' DITCH - SEE DETAIL % 30" I r` "_ '� ii 2GI- FK r � - r �� PLUG & FILL�.� - ,� � � -------- --- - - - v- �vfftawasLF o �i �--" I � � � v ��RJ FILL � __r '________________________-_ � 1 �� _ 1 _ --------- -- � - ---------- - __ - _. ,B__ ________ ________ _ __ �__ _____ , r- 2GI -i-1 ___ '___"_ _ . __�- ______ _ _ _' __ ______---- --- REMOVE 20'� � r --= i _ - "" --- C I EX. 30" CMP �ry 0924 ._ - � 0911 � I d�b'L i�i�N 2� y Cc��i � � �03> p�l � DROP STRUGTURE �- � G O I � 7 � \ � � � wllo BUILDING � '� ��% BST Pa �II� coc ,'�CS PROPERTIES OF ASHE, INC. E EV.��30 062 � o __ �p � � � \ �II� B� Pq _-----.- pB 448 PC 2067 �SURVEYED 1d06/16) � I Ym � t, I tW� �n ^� � II CS PROPERTIES OF l ii-- ����\;\ ` I ASHE,INC. I � � � 0 DB 448 PG 2067 � y�� � � �._ I I L i i �� Exsr - _ �m R -_o--- � ��� �-�.� ..� N _ �� � s � �' �� Il.� ��<� ( � ri � �o� e, -� � .r - � _ �8 p� �� � , � �0` � ^ � - � � +r, b-'����� .�w ST � , � �� � '� ` ii . ��i� �� w �� �� � � VA \ 24 5� ..�t- ��€�fl� � � � ; �./�� � �� �? ��� ��\% �Mess � �H�.z� - ii � "�2" ,' � '>t> � � � � � �l w esr Pa A�Re ! � u -. � � -/ ti , h '� . � � � I '\� �� �' \� ISBK BIJS l! __ . .,_ a - �.�C t�' � 6 Co=C �=RB�I II � �� -- �� ,',' \ � >. \ �� � ;; \ \� � � � y i. i WILLIAM AVERY BRITT � �� � _ � � .,-is � -� N o. DB 413 PG 2254 m°� ��� n a � o `" ti � ML PHILLIPS � o ' �. � 0 4 0 , �� _ . . ________ FAMILY LIMITED � ' �� m _ O �, � W N „ r , W W H ' _____'_______'_ � -� � 7 R��'__- -�-- � � ~ 1� _► � 'i_____T___ ____� � J � W J � � PARTNERSHIP : . DB 437 PG 1350 � - - _ �-- RiC �fC w ti I o� - � a ' � P_(919187&9560 � 900 Ridgeileld Dnve Sul�e 3501 Raleigh, Nohh Carollne 2760&39A0 NC Lice�se Na. F-�112 FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 E"e'"ee'slco�so-��ro�Ma�a9e�slaia��e�sls��em�s�: ' 06°�`��'�� w FOR -L- PROFILE SEE SHT. 20 ""'kk.`°`" �``� FOR -SRI- PROFILE SEE SHT.27 rzasPo�s�ePaoPieic�aan�esoi�iio�s � o- � � � m � � a -o � w u� 6 N � i 0 d � � a� 3 o� ro �o � M° �� -L- -Y.3J�- -SRI- PROJECT REFERENCE NO. SHEET NO. Pl Sto 746+79.88 Pls Sto 753+62.35 Pl Sto 766+25.13 Pl Sto 20+g5,2p Pl Sto 23+6/.86 Pl Sto 25+64.52 BEGIN CONSTRUCTION `�+'s, r c�i.�` ;�, p=/6° 53' 20.8" (RTI Bs = l° 03' S7.5" 0- 2° 08' S0.5" �LTJ p= l8' 44' 49J" (RTl p= 46° 08' 54.1" (LTJ �= 89° 56' 43.4" IRTJ -Y35- POT Sta. 9+00.00 , F+, , REr"'" D= l° l9' S6.9" Ls = 160.00' D= 0° l9' 05.9" D= 6° 2P 58.3" D= 22' 55' 05.9" D= l43' l4' 22.0" BEGIN oveR�nr , s/ ce ww SHEET NO. LT = 106.67' L= 674.6/' L= 294.48� A � � d ROADWAY DESIGN HYDRAULICS L=�.267.5/� L 20/.36' L= 62.79� TRI ��UNTY PAVIN�, IN�. % ENGINEER ENGINEER T= 638.39' ST = 53.34' T= 337.35' T= 148.57' T- 106.50' T= 39.96� DB 143 PG 1035 rie To ewsrw� � '� DB I42 PG 849 URB & GUTTER yfi34 j R= 4,300.00' R= 18.000.00' R= 900.00' R= 250.00' R= 40.00' �s 3oz ac isss -,1-- -___ SE = 0.04 SE = NC SE = SEE PLANS SE = 0.04 SE = SEE PLANS BEGIN 6RADE / o,� = � -Y35- POT Sto.10+90.00 �/ �Ce � \� �� � � io+eo.00 / � �F 9+zs oo �;,� � 4 i � �jEz:eiw �s,,� EX. R /W, JOHNNY J.SULLIVAN O _ 56.00 � Si ,�(\� '\ O� 45.009500��N ��s9 ( �.. 7K� DB I45 PC 1689 RE7 ����1G 1035'�Q Q 9+7500 �' JOHNNY J.SULLIVAN AND WIFE, � -' 00 i F� � 4500 � ,� PHYLLIS C.SULLIVAN � 9500 � -SRI- PT Sto. 25+87.35 - � �Q>�` aa 1oNs a i RiPan`� ��?' / Wi89 SY GEOTEXTILE L�'',"�,�� �- DOCUMENT NOT CONSIDERED FINAL DB i64 PG i363 e- ON BANKS ONLY UNLESS ALL SIGNATURES COMPLETED / / ���0 ,�`%� SEE DETAIL AF / / '..- o c, PWG & FILL- � �� G (9 � �'� W/FLOWABLE i�G� / - TIE TO ��' / � 12+83.00 FlLL � EXISTING �.'� , � ° p .� Ex. R /w �6 `Y �p GUARDRAIL � ' ' � � j CB i '� /'� I �V' �`� � / ��s w�' / � n+ie.ei ,- � ���� � sz - - S�5 `Z 16+75 SRl 20+60 SR1 y - � Cn 18b�' 45.00 ___�� � ___ - ... -�� __'___ DB G4O PG 143 -..6 N- - f R- � E VE �C '/ �ry., / �/ _� _ � Q .. 2t5.00 WIFE, SARAH DEAN LONG g � ` __ __ _ 10�e�� _ _ �� ` �Q, R ,c ROBERT CLAYTON LONC AND P t f 4 R-30' N� 9 ~a " RUBY R. ABSHER LIVING TRUST 215.00 ^ � � - -- --- 20 � DB 342 PG 1304 � _°_______- .; * �°� � � �. 75 +55. 15� i 12+00.00 REED REAL ESTATE ` ����� � � 4 00 c� e 5 b;J �� � < < EX. R/W tE�P\ RCP-III O � DB 257 PG 2112 �O ; � �� �ii END UA � GQ� � 64.00 p8 257 PG 2114 �� i � �� i � 13+69<31 � - OB 389 PG 677 � O ��, � -SRI- PC Sta 22+ . � , � � �-,�eaa S � s* �-- - - ` i ROBERT CLAYTON LONG AN� � 7O ;� ��_ � '� ; �� '�f� �°,�DO NOT � �� :��- WIFE, SARAH DEAN LONG � 64 TONS CL II RIPRAP � � i /� � . � / DISTURB SHED � .� DB G4 PG 143 � H'�19 SY GEOTEXTILE � .. � ��� / = N i i � � EMBEDDED IN CHANNEL � 6a -i� 'ii / �� � � 12+7094 O - � � EE OUTFALL � � SEE STD. 876.01 ` � A a �/ / 45 00 �` � ' x ANALYSIS PACKAGE � � (RIP RAP IN CHANNELS) / � �� '�• �� � � � 'F � 8 TONS CL B RIPRP.P �� PIPES DO 20 TON CL I RIPR P � h p�F, � � �00 y 9 13+15.00 O �, W21 SY GEOTEXTILE � NOT INTERSECT / `N/39 SY EOTEXTIL D�� F,?���' � ¢ �� 45.00 DO NOT � � ON BANKS ONLY � �` 754+55.00 // �� �/ E� y � --DISTURB BUILDI � SEE D ETAIL AF q0 TONS CL I RIPRAP � EX. R /VJ / PLUG & FILL � �' � � Y � 762+32.00 W/75 5Y GEOTEXTILE � 22+05 SRl 42„ •' � � �� W/FLOWABLE ',SF e� ON BANKS ONLY .. \ 21+00 SRl �} �F� ILL 1026 RCP III �� V %� CB � . EX R/W, 152.00 SEE DETAIL AF \ 63.46 EX.R/W OQ4 � S�° . 1007 �' 33 JOHNNY SULLIVAN 61+3500 �.- � � \ '� / _i F,J )' `Tj_ � . �� � AND WIFE, � M EX R/W, 150.00 r -- f 7 �" I \� R -�'� Gy� Q�\ / � �� � ��i � BEGIN C/p PHYLLIS SULLIVAN V N `, \ 1027 r � � � < G „ C �� 13+79.37 �B i69 PG 699 � . � Fs 30' acr-ni -' �� � y�- ��p v a �'` � s.00 � E /50'�TAPER o H �r � , � � ,�,� G � ' y )S," �� o C / y �, 13+8276\ 758+50.00 8 No 30" O w � � - �%Ts�` ` � 55.00 .%�EX.R O ...-- --..---- RCPIII � � W 100 W 1009 \�� �= M 2GI. e-LA �1017 L_ H� Cp F � �' �" / " �:BEGI / f + , TL-2 � � . �' // 3 / '�2 � � 1038 60" RCP-III T W 2O"fOO O ''FS 3� kCP TYP_ � � > . '' ,\ ��/Y ZA_ ' FENCE � _'___- -___-_ _ ' -_'_ �- ��� T BURI ) . n Y / � -____'___ SPRI� BGR���.� � (NO ED y MED V DITC N N 20° 7' o o �- � - eox 11 SEE DET L 1- _ _ � . , - kEU , v 2GA-n��'/�Q� O � / (1011 � END __--- _- ___ �1029 " � � N 3 � �� ' o o _ o � � �� � �` � � � t __ � ---� � - - -- . u�� acr m wm�rl` ia ��, LLJ W ��'�'�'° irP. z�i n,iooz> � � ----- �- � e�'O se w se ��\�� ioiz � -SRI- POT Sto.26+27.6/ _ � so�� csP � m�,H ,a W .. - II P� �. a G G , � _ i � `.\ 1025 �j 2 TONS CL B RIPRAP �1031 � ��� - W V' DITCH GREU TL-2 FS � C' W/7 SV GEOTEXTIL ELBOWS, Y35- +55 2 ELBOWS 1021 -� ,i z �NO � PLUG 8. FILL�.� N -� �� � �� is csP Y35- POT Sto. 13+49. l i� ' N SEE DETAIL X.� �� ' 1005 , �� � BURIED) W�FLOWABLE "'-__ T. _ I, PROP. 47" � ".. T - r ... , 2GI 2GI FILL 2GI-A ' F O _ T -� �l __' O � 2GI N gEGIN SBG il5lab Lid � � '� _ «� O ` � ' 1020 N � i - -- --- . 1013 1030� . � +30 il �' , . _ ' v � �� � - - l Ol0 1001) DI. �' � � ��� H/ 5' MONOLITHIi. ,�a���D � � B � - - - � � 30" RCP-III .-- `7. i ._- - �- �I DI � � 'i� � -- - _ _ _______- ,� ______ : ';:., ( __________ - �• r N ----- ~ ___ � _ _ _ - __ __- - - � � ___ � ` O � 2' 9" C&G -- �- --- � __ -- ____o - I _" �/// DI , 2'-9" C8G � � 2 2GI � / N 2/' 30' 0/ 6 E � � oz � --- M =-- iois/ - --- ` - -- �� � � U i5u;lv0 -•I-_ _ , � ��ti i� � � H� , � � �lJ '�� � I, PLUG & FILL � � - 15" R P IIL- �1 I i k� � -- � 0 1036� o � - REMOVE SYSTEM _ _ - Q -- � .. - _ _ \ (1037 -- \� -- �\i' � W/FLOWABLE �� � � � � � - � � \ FILL �� � N N _ 6_--' �_- 7_ L T� r-� _�� _ � 5, MONOLITHIC ISLAND-- I I I , e Z-�- �P � ---- � i� .o m� h y� `� �2'c� �\ il NC � \ __ �L3CGIN � �i� C�v'G 10' WIDE BERM � SPECIAL CUT DITCH \\ J J.C- - �----&�\�� .�m* SEE DETAIL F r iOP ELEV.3108.0'a -� - SEE DETAIL W _ I � i SP. LAT. V DITCH ________ - o I _ � ` � o o' < - ` i - Sto. /�9+OO.J� see oerna nc � ---- � ----------------- <� _ - c Po L- Stae752+5�.�0 c�\ 0. Q � � ------�-------------------- c------------___ > W 1039 2 TONS CL 8 RIPRAP 1Q14 • , i Z TON$ �I _ -- ___ � a�s�.� END 2' 9 C&G ST Sta.754+69.0/ � /� ioie � ---__ ____ _ __----"tND 2' 9 C&G Z SPECIAL CUT DITCH G Z � � i� � �ozs L- Sta. io wi�E0.00 � � f SEE DETAIL W . �c W/7 SY GEOTEXTILE F �� '� I w� sY cEOTEXT�P -L- POT Sta.756+36.02 = �� STD. BASE DITCH TOP ELEV. 3114.5' J � � � � �I �� W/13 TONS CL II RIPRAP, SEE DETAIL AC 2 _ °� -Y35- POT Sta. 16+20.00 ae sv �eoTe�i�e V U Tl TO EXISTING ;� sMooTH �wSN�� -L- PC Sto. 762+87.79 �� SEE DETAIL U F- -Y35- PC Sto. 19+36.63 GUARDRAIL j , - ; '�� _ _ T�� -x - ��� g /� �n�h .o� i �., �, ,.._ s. . .,.. .,..-_ -'-_ - - _- - ----- - - - - - - - - -'.� _ _ �n�,� � ' o' ; .�� 3 -���, .x;s=x �:.�.r ,, x-_- „ _ ---callo�eucr,r oR -- �_- -�- - --- -. _ � L / a , ,� -x-� - -- ---- - 2 -- . . x o _ -- -- - - - _-= ,� - - .� F \ol � SOD \� B� -- - - - . - - --�/ _- � __.. PT - - - - =i r, _ _- -. - ..c� � � '1' Q' � 9 ��� �� '� 04L - _� _ _ -�- .�� - - a '? . � -E i - _ -�- x� � p� I __ �� v, --- � ` C E � � � � � � = � � \ �� � , v�, �� MI HAEL ALOIA AND WIF , � -�- -;,- .. p - ����� � -r�e,{-�ix �n ��V ��c':� , CINDEE L. ALOIA A - c� {;F�`^� � DB 377 PG I165 �� � '�� . �t �� � -'- . �'v,�, o � ,�� r,.._ DB 165 PG 1803 - . . y - ��� <m � �x°-` ��,f`^'� � N N \ ,,5 f,., 'ns^"'- I � DB 200 PG 2070 � �� �> , i�' G�� \ � DB 239 PC 557 _ �� '���? , . , - . ,. �,. . . . �_ A� . .� , m i ., , k�• _ .. .. ) � X� X X . . .. Z ., ,, r DB 302 PG i807 �I �- I�I �o Ra�� � �� � ROBERT CLAYTON L30NG AND �� ' �\ / 'J/�� '� / 1 I WD i2A L o � � / � : o K�O �, j � / ..,.., � rcR �-. , � / I � l ... ; LONG � / � ,,.; �t�, ; . . ' � i.. �\ WIFE, SARAH DEAN N �, „ � � -Y35- MT. JEFFERSON ROAD DB C4 PC 143 / �� � I �_ � � 9' �� - �� ��`1 � � � 5,656 -Y35- s � �ti„ � � � � �seKo � s 6,936 MT. JEFFERSON RD. O ��V S � f�� �\ E B� CS PROPERTIES � �� - . - OF ASHE.INC. " � %� �� � �t� �� - . DB 448 PC 2067 f. A� � � � ��� � � � `! � €'� � �� � � � � � � _� � � � � � 4,492 316 � � ���� � ___ END CONSTRUCTION ��� �=�� � � "" � �> w 5,452 396 -Y35- POT Sto.19+00.00 � \ z��` S 14,840 15,264 5 , e� .� �� � / � F �, �,w N„ \:: titi �,0`. 18,040 -L- US 221 �-- KATHY H. HOWELL AND LINDA H. BELGER _ .� n s,� � �� DB 413 PG 381 JAMES P.G. MURRAY, `s 6 ;,.�, A 99% UNDIVIDED INTEREST AND � ,.� ��� � �• \ c� STANLV DWAYNE ELLIOTT c^ / �y A I% LINDIVIDED INTEREST A-� T- DB 437 PC 1868 �� � NORMA DEAN WALKER -�OO �,HHO �� DB 165 PG 1803 -��Q 2�28Q P:(919�878-956a -Y35- PT StO. 22+3/.11 ��� FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 / 900 Ridgefield Drlve Sul�e 3501 Raleigh, Nohh Carollne 2760&30A0 FOR INTERSECTION DETAIL SEE SHT. 2B-2 Ncoce�seNa F-oi�z FOR -L- PROFILE SEE SHT. 21 2�728 -Y35- E"e'"ee'slco�so-��ro�Ma�a9e�slaia��e�sls��em�s�: �aRRr oa�E ca�HouN anlD wiFE FOR -Y35- PROFILE SEE SHT. 26 ADT 2019 3,368 MT. JEFFERSON RD. `"`""'"k`°'" .,_ y CnROoe 2zeAPo i33A�HouN FOR -SRI- PROFILE SEE SHTS. 27-28 ADT 2039 RasPo�s�ePaoP�eic,aa��eso����o�s Z � c� 2 2 W � � � � r'1 W � � O W � O O 0 rn N \ � \ � 0 � W � Q 3 O � � � � o- � � C a� � a -o � w 6 N � � 0 � � � a� 3 o� � �o � � \\ S�5 ^00� PROJECT REFERENCE NO. SHEET NO. \ � L✓�JC il �\ \ N'� � ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ��\ \ ENGINEER ENGINEER � N / \ ��� �py S2S \ \ 11 S � � ���s �� e ' ___ "°� � � t`" JOHN S. TRESKI AND WIFE, W.R. W00� AND WIFE, oo �� �� ___ �'�ti. � � JENNIFER VANNOY TRESKI - CAROLYN C. WOOD o� .�, "- �' DB 287 PG 2347 - DB R4 PG 94 � `�,y"��" N° � � �`� �' ; BRIAN BORELLE AND � W s��� � MARY CORDELLA MILLER �� Z - � , - � ' °� � DB 242 PG 754 m }r ; . � `'� o 0 �' �' �' ` - � � 'w�'� �' '�, " �';> DOCUMENT NOT CONSIDERED FINAL ��,/ � °' �_ � � `' �P � .� � - UNLESS ALL SIGNATURES COMPLETED 2 � � � � ' , �9 ,s .. , �e' ti� 12 � �'�, � ��m oe 59� MILLARD B. DANCY AND WIFE; � a� 4�-' � � "ti`3� � �_ ` �' '% GEORGIA L. DANCY ry � q � �s°as qg, �,. - � �ti � JERRY L. BROWN /� �� DB X4 PG 57 �� 33.83, W . - - �_ . �' � � �, , � ., s� DB 180 PG 2494 . _.. � F �,� � � i� \, �. \ u\ ...,,, "FO i \� B - � � \N 3115.4 ' i � � � � � , " r s. _ . ` � BOBBY LEE WADDELL, ``� V�s2.3r �� � < � � � .... � � _, �.� WIDOWER ..,,� � ri, 1„ � r � `�'. � � � � . DB 367 PC 810 w o`� ... ' . 4 i .,�� � � � � � .. _: e. .� � � s y50 � � .., �, w�' �- �„ .. � e' 4• t c � � �ea+as.00 � � ��a �/ � ti" , � � �� s - 13 240.00' S /� r, ' �' S9 6� _ �" CHARITY B, n� �`°�MILLARD B. DANCY AND WIFE, �'� �� ,��'� CHRISTOFERSON � NF. � �RODNEY TERREL MORGAN� HUSBAND, GEORGIA L. DANCY . ,��� �"t EP rs ,� . DB 363 PG 1009 �� T� 776+55.00 � AND WIFE CAMI�L ORGAN 766+12.00 p8 X4 PG 57 ' �� 767+55.00 EX.R/W O �� �� \� �� �� �'��\E�`�,_0 e 4'' ti 210.00 777+15.00 DB 295 PG I166 � � 22000' � m p �\ �� 'S x ' " � " Z26 DO NOi DISTUR y, -a °� 5°Q' � . / � � y �� � , E3 767+63.00 �b" p � � "� �� V � � - ex. a iw �aca-in � � � '�� \ F /� � � ,'(DE � I \ �� + /� �� SEE OUTFALL I \ `�y� � \ ANALY515 PACKAGE � � ��05 �g � : JERRY AND ROBIN BROWN ,y - � S' DISTURB SHED � � DO NOT � � �H 1114 36" CSP DB 454 PC 2172 0 � �� � 9 � �✓ ' !. 15 TONS CL I RIPR4P �% 2 ELBOWS �g°j�'� ., � � /j �- 776+65.00 Q Q � �, C \ W/30 SY GEOTEXTILE ��'� '? � �4, 1��\, � , 3 ,�, \ EX. R/W � e f� Q \ ON BANKS ONLY.� TOE PROTKTION .... � /^ � NCOOT� "' � � �'. '� % . �- �: r �- SEE DETAIL A6' A W/$8 TONS CL B RIPRAP, .... . / DB p5 PG 52 \\\� . �� --.... \\ � I- � STD. BASE DITCH I � � � � 111z COLLA 769 $Y GEOTE%nLE �l �P� W/.il TONS CL 1 RIPRAP, -�,-=' \' 1� - � V77+55.00 � SEE DETAIL V 69 SY GEOTEXTILE 1116 STD. BASE DITCH 112� EX. R/W LL� � O SEE DETAIL D O -�� W/71 TONS CL B RIPRAP, �// � �/ l69 SY GEOTEXTILE W �i 4 TONS CL I RIPRAP SEE DETAIL Y \�»+40.00 __ W 2 Wi10 SY GEOTEXTILE - EX. R/W, 170.00 ,_- �jJ ne+�o.00 , ' _ � � (n (, i� e�� Q E%. R/VJ, 170A0 � + � N W u�� ��� N� u-i Q m nzz `.c W � �i - PLUG 8 FILL \\ \�� �n 1115 � 42" CSP- 16 w/MH W i i � i (n ':]i� ��� � ,�' � W/FLOWABLE _ _ f �� 2 ELBOWS � --� .\ F C F ���� 1103) �� FILL ��� ��� N F 1119)F __ ' C� N O____ _______________ ____' GI ��____ \ �,� _____-.____________-_ ______ ___________. ___ _-__________F ________________________2GI 15' _ �2GI-A 1120 GREeU eL-,3� � � CP III O + �� � �:. _ � END S6G � � O�I � ~� _ W/FLOWABLE �0\ U � T � � � `�� `P N l9° 2/' ll.l" E -L- ma � Fs I� � r REMOVE 35' � � 2G1-A R ^ / EX. 42" CMP Q ° ti o: Q � — -.� �, — �I' _ � / �PLUG & FILL � � (� d �'.o �y '— \\ FILL \' � (�i � STD.BASE DITCH J �\107� O � _��- REMOVE 25' - � W23 TONS CL II RIPRAP,� � 1104 - REMOVE 30`� � EX 42 CMP I � 46 SY GEOTE%TILE R� / EX.18' CMP - _� _____' _ _� - 2GI-A _ � J \W - SEE DETAIL U � �-- � NV. DI -> -- � ---- -> a 10' WIDE BERM �<--- -- <---___ �� TO B W/MH �J,J . � TOP ELEV.3117.0' --------- '�� _ �'��-'__-----� SPECIAL CUT DITCH p FS 5 DIT Z �� JB � -60" RCP-III 1110 SEE DETAIL AC �— �`` 1113 ���'-- --'______________ - �� SEE �ETAIL W ^' 1117 PE EIELDETAIL WCH i W � SPECIAL CUT DITCH �---_< � _� - s�' �� , � � �� � i � �� �'�'H SP. NT DITCH SEE DETAIL W ' � Z J 1109 �---__� SEE DETAIL W ��� �� SPECIAL CUT DITCH �� ���? � j �, --------- Z _ ��------� ---- 2 C��� � ' � SEE DETAIL A G �� --""""'___ I � � -�'� C�'-, ' _ � � � _________ i ....: � ________- i i U � �� ��� ------ ------ �� � -BYE5-�� '--- 10' WIDE BERM 1��' _ K-- � / V � TOP ELEV.31145' -- - 2,P - - _ '\"`'r"J�+-r .. C � SEE DETAIL AC �` �� i � N�p�, ��� \\ I � N�y ; N 1� � ��/ . �Z �` _ _ . - - - _ -- .-.- �� - - - _ � µ�_ � J_ � { � :.. kF ^1 r'_ ' -_ �.� Z ..�� \\ \ I / �� Y i T . ` .:-� _•: '- 'S 3' � �� e�. .-e.r. exis,iuc i - .. _l UNDEk C�ANDL LGHT � z 770+64.00�� � `� � EiP'T -' � . � �y / � �� / I�� ��� ( � DR. IS UNDERSIZED � 1, � � E%. R /W - S;� � / ` ' � � 770+40.00 ° ::,. 3 � � � n �� �� �' � �� / pI�a IIIII I �� 8 PERCHED,INSTALL EX.R/W C F p , p��?�/�C � 600p' � - '� �\,�� (��P i � � �� �\ z; II ^ � A JB WITH A DROP , \\ „ _ , '.-� � - �� .a ..... '- , � IN THE BO%TO TIE � � �._- —� --- � ,. � ' �"'�` r � �RSERP/ � : w THE EXISTING 36" wV� �� �j D. NEWTON CAVINESS ' �:� �� � . �'�� TO A NEW PROPOSED � 770+94.00 5\\ \� DB 385 PC 1798 � 4 Sq N�^ i � � __ F�f`^r 60" RCP OUTLET i$ 770+66.00 E 233.00, �SFD 24'Hsl � _ � ��;� � � . . , 1 �'� O 242.00' � � \ � 6' ��/ / �\� , MICHAEL ALOIA AND WIFE, _ �'� ��`' p�`� ��� 'Q\�I CINDEE ALOIA 770+86.00 �,✓ � ' \ � �,.\ � -.�� � DB 308 PG 377 242.00' � 5�0 ��� `�. . � � V � � � DB 337 PG i354 .. , .. -.. �� � . . � ` � � 9 �r � � � e �3 � ,\z O o �\ � � , � � _ '� �� � �� � E , u , N � '� � � , �y z �� � , s�3 oe w, � ' � � g � � �7HOMAS JARMEN AND WIFE. '`'yy�`� � \;`� � �j � . � ; 7 � � - i �W LINDA JARMEN .��- � � �i� , � - , DB 355 PG 251 � � �� ^i - � c. - � w� � ,. �I I ` , �I . �II • - nl� i�°a��sz e � � ��� - — p�, ��o � ti��� �� �g� ,. ,:'.i.35' _-_ �y.W II/��`.� / •.,.... � q6,W s°���2�' I� � �Noa°� CHRIS A.PELEZO AND WIFE, / �g5� � DORIS F. PELEZO �� DB 2i5 PG 1561 WILLIAM H. WILKINSON HUSBAND, �^� AND WIFE KAREN WILKINSON \ THOMAS JARMEN AND WIFE, �B 215 PG 1563 DB 231PG 1547 LINDA JARMEN DB 215 PG 1565 DB 355 PG 251 - � -L- � � Pl Sto 766+25./3 � RK � 0= 2° 08' 50.5" (LTJ c s�e a� , �s°is �a w � D= 0° l9' 05.9" �� soo R�d�e�i m od� s��aa aeo � Raie�gn, Nonn ca�oo�a vsoaaseo � �,_ L= 674.6/' Ncoce�seNa F-oi�z T= 337.35' e�9mee�s � co�so-��ro� Ma�a9e�s � aia��e�s � s��em�s�: R= 18.000.00' FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 w�""'kk.�°'" SE = NC FOR -L- PROFILE $EE $HT. 21 Rasvo�s�ePaovieic�aan�esoi���o�s � o- � � � � N a -o � w u� 6 � i 0 � a m� o� � �0 � �� GHANSITYAN D.PATEL AN� WIFE, VASANTIBEN G. PATEL DB 273 PG I154 DB 335 PG 1931 13 �� � ti' RODNEY TERREL MORGAN HUSBAND, � AND WIFE CAMILLE MORGAN DB 295 PG 1166 `i 5, N 3l°I9��E 5S, 2I165� a DEREK MCCLU� � ��:' DB 392 PG Y4b2 O ��' \ � � � ` >e -� s� h �aos,o��� =ti qNTHONY CLEN!GOODMAN �23g� � 1 S m HUSBAND, �ND WIFE :�$'w � � . �` SARAH FARM� GOODMAN , � , S 32�9 r. �K� 209 PG 216 �� � 71.7g � � � RbDNEx TERREL MORGAN HUSBAND, z AN� WIFE CAMILLE MORGAN `� DB 295 PG 1166 �DO NOT OfSTURB DRN€WAY' r * � ` J H W W 2 N w C' w" N O � � ~ � ~ � � H ~ � � � J � W C ____ Z J 2 U � STD. BASE DITCH W/31 TONS CL I RIPRAP, 63 SY GEOTEXTILE $EE DETAIL D __ _-, __ � �� ��p �� �� (� 2GI�],-, '�'.ii- � � ,2�4 F5 - r 'Y PLUG & FILL � FlLL -L- v �� EX. 24" CMP �h � 2G - �__ __ —_— � SPECIAL CUT DITCH ��AR SEE DETAIL W AND EXTEND 24" CSP (2 ELBOWS) � I I T. V. ADAMS I DB 98 PG 20 I N 14°� — �� i�a.25' �I 1 � . � � � � � I � I C �^ � ____ I _ ___— _ � _ ...,... . a _ _ — J � � —� � ' " TRI COUNTY PAVING, INC — — — � i/ , i � �- ' DB 229 PG 1753 I � i f ��� __ �� __ _ p's., IA,; I "S _ � . � `„ a -i� O ..�— -� � r '� ... O I � � 1 � _ _. _ __ _l I � II I _ _ _ _ _. _ _ _ . i i ��^ � �� � � za �o� RCP-111 � * -� 9e� �: i[ - ' aa � i:3�.a� � x�s, ,.N _ . �+ � — � _ _ —�a x x x x x � � --- . . s -' _ ,' ,' � �" _ � ,,.� � � �� rs"�_. � _ .. 560' MEDIAN TRANSITION �� �� 1206 m z _ _iS___►_____ --_► ___�__- __�_�-'S- / � � II C SPECIAL CUT DITCH � � � �� . SEE DETAIL W I I V ii I I "' �., ZIIII:. ... � ... ���-� � L:�.. �� ;� BEGIN 2'-9" C&G -L- StaJ82+47.63 y' �' �s " + ��e ' � � � �.; � / JAMES C. LITTLEFIELD AND WIFE, ANN B. LITTLEFIELD DB 251 PG 1376 DONNA J H WEAVER `^ ' DB 428 PG 1183 - STEPHEN J. BLEVINS & SANDRA E. BLEVINS , DB 229 PG 1730 � SPECIAL CUT DITCH W/602 5Y PSRM SEE DE7AIL AA 5 ��,5 : i" � --�- PROJECT REFERENCE NO. SHEET NO. � L✓�JC l' ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LEOBARDO REYES CRESCENCIO DB 286 PG II48 N z7°46'41^ E . 99.29 �M LATERAL BASE DITCH . �� SEE DEfAIL M �� �—�� _-- ` _��-- ----�-��i-==L � �-_ �--- ---- u - `_-- ------------- - ----- - _�`� _—_ __� LL �I� CAi-1 —_—_—_ � ��__ ' __ C __i—__i____'____'�' Q ry M � ^ . _---------__ . —_----�+—_____-1212 �� + ------ - --------� - ------__________'iT ____TB 2GI — ---- � , - M ------- O� ----- ---- --- � ------- = I� ------ -- -- ---- ---- --- � � � �,----------� �► �E� '�rrrrrri� T 1 � GREU TL-3 2GI-A ��. FS �� F ��� 1215) \ �£4�� RCP_III ��� ___________��"'-._____ 1207 -� - '-'_--- �g �H REMOVE SYSTEM ISy s�s 2op"I e ��v ` �� r M 32°27'2q+E — �50.0� JERRY WILLARD AND WIFE, AD E M. WILLARD PACK FAN INVESTMENTS, LLC CINJO, WC � B 981 DB 340 PG 1078 DB 339 PG I968 �o w /SAqr� e S � � .� N 26°38'10' E N 25°04 31 E;� 67.7q� p"�q 50.15 �� N 25°O4' . .� �. p°� � _ ��3i" E - � - � (` �, 200.00'� N 10 58 p5 E 1 — i� ���' r �.l ��,��� / �� - �� ��, � ,� p / _ _ - + JOHN C.JONES ��'r �'� � DB 371PG 1251 � �: Il WALTER OLSEN AND WIFE, _ � ��DONNA RUTH OLSEN I �� -- � DB 371 PG 1967 � � � � y l C� � � � � � � ��., ,_ ____ % � � �i � �, '�-r`� _ - ---J n f , -�- r..� . ... 1208 _ ________ _____ F� 7 TONS CL I RIPRAP W/15 $Y GEOTEXTILE ON BANKS ONLY SEE DETAIL AF -L - Pls Sto 789+4/.73 Pl Sta 802+74.28 6s = l° 22' 28.3" �= 35° 32' 32.1" �RTI Ls = 190.00' D= l° 26' 48.7" LT = /26.67' L = 2,456.50' ST = 63.34' T = 1,269.22' R = 3.960.00' SE = 0.04 __— _______— _ F JERRY F. WHITLEY AND WIFE, IMOJEAN M. WHITLEY DB 206 PG 157 ____ 2GI' 7� F 1211 � ir.�;a.�:�.�.»r_�i��.�a�.�:��.�a.�.us�a RiC �fC P_(919�878 9560 900 R dgei'eld Dnve Sul�e 350 I Raleigh, Nohh Carollne 2760&39A0 NC Lice�se Na. F-�112 Engineers I Construdion Managers I Planners I Scienlisis ww.rkk.co Responsve Peoplel Greative Solutions � o- � � - `� 'I�..,. � � � l09 J' � � — .. . . — -- 14 � - � SAMUEL B.CHURCH AND WIFE, �� 5i �'7n"> - z� SHIRLEY CHLIRCH �� DB 187 PG 2406 55 60' SAMUEL FLORES HUSBAND DB 188 PG 837 AND WIFE. MARId FLORES � DB 350 PG 70 -- s � � / / �-�Z�9'N' � � \ � � � �� o �5 B � � � / 5 0 � � i '- _ . 23 .. ' , \ / m . t �� N 25 �a� �� E . ' � �.�0 � �� TRACIE JORDAN :< - � ,� � ��� �o � ' : DB 319 PG 1685 �, , ' _ � f� y � �9�+�z. �� � ����(( 797 ��---- ' : O \ f•J �/ \ �:� /Sekp .; 204. 0.15 � i ` / t \ .✓ � 47 799+06.72 \ ' JOHN C. JONES � 220.23 210.62' _ / \ k� °0Nc �� `�i � DB 371PG 1251 . o / ; 795+80.00 �p,TERAL BASE DITCH E E � \ - � �� `.," 225.00 L4TERAL BASE DITCH ,.S �o� /\� SEE DETAIL G WBS TONS CL 6 RIPRAP \�� 801+6719 o�y � \ // z, ��, // � n.q � � E ,� T E '-_ — 22�EE D T�AILXTILE, _-_` \ \X. R/VJ PROP.\ , LEOBARDO � �' '_� � - F -�"�`� � 15 � � � � �� 16 REYES �' �" � � � - r, CRESCENCIO - ------ � � TRACIE JORDAN DWIGHT C. RASH ___-_ -- _ �B 286 PG II4 TOE PROTECTION �� �� �� FENCE � DB 400 PG 523 ap1 S� S� �� �P� �" e ANDREW C.JACKSON,J DB 437 PG 205 1 O 45 0 O � �J � ej�s 804�195.0 ' • � /202.00 i -- . �� � DB 319 PG i685 �� � W/62 TONS CL B RIPRAP, ' -- � i � � - ` _____ 181 SY GEOTE%TILE / i' �� SEE DETAIL V�; ��' ��� F 8 EX. R� W _ � �� �� 800+2285 �. __ _ _________ ___ ___-______ } / ��� EX. R /W — _____ -_________-'______ � 66" / � �'�� � �� F ,--� BEGINF RCP III � LATERAL V DITCH 1312 RCI � 794+25.00 � � - `_____________'___-________' FENCE � ER. R /`N� . . W/179 TONS CL I RIPRAP, 431 5Y GEOTE%TILE Sp. De}, 30" �N/' � SEE DETAIL K �g �y51ab RCP-I' `5/ Lid N r%t ___ Sp.Def. 131 r JB hlab � Wua � _ ,z,o N PLUG 8 — W/FLOW W FILL NF - ----� � �. �� � �/ _ M r ~ - � _- — � ��~/� Q � � N -JB'�,: /MH j --- - � 18„ 1 RCP-II 1l W � Z1� � _ � � � �o a -o � w u� N � i 0 � a m� o� � �0 � ----- _-- -__ _ 1 _ __ __ - � _ - _ __ � ____— - _- G -i- _ ________ _______—___ ______ y 2G1 y � _ — _______-F F 4 TONS CL I RIPRAP W/10 SY GEOTEXTILE STD.BASE DITCH W/43 TONS CL I RIPRAP, 89 SY GEOTEXTILE i \ ���5 SEE DETAIL D � /��/ - ---,�u�.__ ` � -_���s� / �� ♦� _ _ - ��i_ _ . _ _ � � L L- _ � � ___________ -__________ � _\ ______ ___ ___ _______-____-- -- p _ - ,' � ___'______ ---___,,-_ _ � ____ ` �S.�P� ___ CAT�L.... S:1 ��. � ��2 . . �1306; �_._ EL-D+00 P 0.�1` �\ 1310 ....... . �S�O w/MH 30 � '='__' - ,,,��� RCP-III , � � �� � F - _____ �� LATERAL V DITCH ... �5 JS ---- 10' WIDE BERM W/118 TONS CL B RIPRAP, ---- - TOP ELEV.2964.0' 1309 282 SY GEOTEXTILE ._-_ -JS- -�JS -� SEE DETAIL Z SEE DETAIL K S�/ �5 �- � --------- =xsru.-c aix �� ' - � _ ,. -- __.--?_- --`-j5 ...--� -- — '� _1__________--___ /_. - $_ _ ! �,Cwy; �� � �5 JERRY F. WHITLEY AN� WIFE, IMOJEAN M. WHITLEY 2 DB 206 PG 157 MATTHEW FRAMPTON AND CHRISTOPHER FRAMPTON DB 438 PG ISIO -L - Pl Sto 802+74.27 � = 35° 32' 32.1" �RT, D = l° 26' 48.7" L = 2.456.50' T = /,269.22' R = 3.960.00' cF = nna O �n - ,�� _, � � - � �E,P i , i e..;i�Nc aiw �yogo ��_ S � � 00 5• -� �s. � s9 9�, )6 /Y 9g � O 9��p;1' ��ti� s ses. � �����i BENNY B.HURLEY AND VICKEY S. Hl1RLEY DB 228 PG 292 DB 423 PG 1047 2 — s�e � '�� j�,. — .^�R =,e• Il 413.5(+- � � / �,.., ....., ..�_.,... ..�� ..,._.. .,.. , .... „ -L- PROFILE SEE SHT. 23 PROJECT REFERENCE NO. SHEET NO. r' L✓�JC � � ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � SEE OUTFALL ANALY515 PACKAGE WAYNE F.STANLEY DB 217 PG I702 2 TONS CL B RIPRAP W!7 SY GEOTEXTILE ' OBERT STEVEN FREEMAN, REGORY DENNIS FREEMAN, ND ROY LOGAN FREEMAN DB I45 PG IOOI ias.00 POF 1308 -- 805+30.00 / 165 00 � ci' `� i � BERTHA �JO F. BARE ��WOOD E DB G3 PG 462 DB 286 C 17 ., PG 1252 �LATERAI V .. DITCH SEE � DETAIL B � n JB 1318 � � ~ HO\ ______ _ `�_� F N W ;� �, � � � '+' ________- ^ ________- 0 � � � �F J � W J 2 � � RiC �fC P_(919�87&9560 900 Ridgeileld Dnve Sul�e 3501 Raleigh, Nohh Carollne 2760&39A0 NC Lice�se Na. F-�112 Engineers I Construdion Managers I Planners I Scienlisis www.rkk.com � -L- -Y.3E- - PROJECT REFERENCE NO. SHEET NO. � Pl Sto 802+74.28 PlS Sto 8/5+48.13 Pl Sto 8/8+95.22 Pl Sto l3+14.8/ Pl Sto /6+/8./7 r, _�.�, �'� l? 29/5c l4 � p= 35' 32' 32.1" (RTl 6s = l° 09' 26.9" �_/3° 00' 35.0" (RTJ 0= 7/° 45' 15.9" (RTJ p= 55° 29' S6.0" (LTl \ ry0 ww sHeer No. D= l° 26' 48.7" 6s = l° 54' 35.6" D= 2° 23' /4.4" D= 33' 42' /2.2" D= 20' 27' 46.0� ROADWAY DESIGN HYDRAULICS L= 2,456.50' Ls = 160.00' L= 544.95' L= 2/2.90' L= 27/.22' 'SM eus \ `/y�y EN�iNEER eNcweea T= 1,269.22' LT = 86.56' T= 273.65' T=/22.96' T= 147.3/' /� R= 3,960.00' ST = 73.48' R= 2,400.00' R= 170.00' R= 280.00� WANDA WALKER allo HussaN�, / SE = 0.04 SE = 0.05 SE - SEE PLANS SE = SEE PLANS RONALD GIRTMAN, JR W� �� � e V= 25 MPH V= 30 MPH � oe is� Pc iss ��� �� �� As. _. � � �, . ASHE COUNTY FARM BUREAU,INC. � . , � _ � ��, ,� � EU� Y36 POT Sta. 10+00.00 � / `� \ , DB 150 PG 603 � � .... �, �"� 4J^-I�� I �\\ \\ 2\ \\ � ii . . �. n� / SS_� 4 � � \ � // J / i � y I I � � ��NG� � � � � J DONALD JOSEPH WILLEY -._ ��y. � - � � � �� �� S� � �rh �, �/ � � DOCUMENT NOT CONSIDERED FINAL � •, i CHARLOTT� GAIL� BLAKE o se� ; "'� \�S \ ��� '�' ;'� \\ \\ ��a�,. '-- �- - - ; � :,5� d o ° UNLESS ALL SIGNATURES COMPLETED S / \ �\ JS � � . , ��\ � P�,\ �� �� �'�� _ PA \ , DB 396 PG 365 BG � �'--� i �� � i � ; �� � - � � � '� �,'� / �' ����� R � �� �� � „� ��� ��_ BEGIN CONSTRUCTION �. F. ANOEWiFON, �R. � uNc�E �oE�s ��c � . m � `�, '� �E ���' `� � ��^^ �E ' � � � � Y36 POC St ll 9 oe aw Pc i9es � ,.,� .., � � o � � �� � - - � -/- 0 INA C. ANDERSON �� 0 k , �`� � q '� O � o �� � -- j� � � DB 292 PG 2RI � � , � . p JS- J5� - � Q ; ��� �\ � y ,> � � ' �� _ � - ____ �� / / �_ "�, mFN ��. � � � � � � . �� ����°��aNc �� N 7/'/2�0/„g� ----` _—��"�_ ^ P � „ 0 e� < s e �- � �� ti �, ' � o� , �_, '" _ � ; � s � R w�r � , -Y3g_ � �� -Y36- PC Sto.14+7086 � ` o E � � � q ��� ��� ' �' � '-��A,.s � � � o �, � =��DOUGLAS TAYLO� E� ; ,� �'s � � �� tu' � o DB I70 PG 1238R 17 � � r: �d.P go�°� � �Y% . , ,-..... �,rcv , JOSHUSBAND AND WQFYEAA. .�� \ � ob \ ��p"'��i,/h �: � � � �� � ._ _ ,�' '' '. PAT �E � oh � ���� '� ', ��r'1 ', �R �'•_, R DB 442RPC 21 SR� 'LA �V �� - P t i- Q y _ L ' ; ��� ``�, _ �,_,- �� '°° -Y36- PC Sto. 11+9/.85 ` - ta. l + . �� �,�� " TONY - . WOODI� ���/ �'�., "� W j$ STD BASE DITCH � � „ A ... .. .. � ��� �O / ' .. DB 44 G 195 � � // �w- �'�- � a 8 TONS CL B RIPRAP �y/zz 70N5 CL I RIPRAP, � � Q / �..' v� • ��� r' �� "�-,_, �, W21 SY GEOTEXTILE 45 SY GEOTE%TILE �� \cp r+l � � // s, / . 2 :� ...J � � TIE TO EXISTING� � � �ao, , >, \ �� o .;, ,.� � � / �� F� l"-,, SEE DETAIL D GUARDRAIL b } � � � " � � \ � . , �� , � �t� � _�� � � � � � . . S � �� O 40 TONS CL I RIPRAP �� e?� \� ./,/''' �'�L 45 E r�� � � � � W/75 SV GEOTE%TILE � � l�i �� ..� � � �^� � / s_. `� � , � oN anNKs oH�v �� -Y36- PT Sto. 14+04J5 � \ �' <a ai � � + / � �.F 4I ..� � SEE DETAIL AF F�P ,� \' � � �P � / � , �� `^� . PLACE SPRING BOX AND 12" CSP - ` � F � � �' � � � I^ BERTHA CCLURE �. � . .,� - "� OUTLEGRADING OPERATIONS /- LT. 30" RCP-III -\ 1411�� � ---------------- 1413�� � t, � � � �\ '. .. _ � �� ^ DB 6 P6 12$2 � �� � F --_-� ,�, � / v Ews�i�� a IF SPRING IS IMPACTED BY ", � �. 1412 , � . ,�" ; _ � �-___-__- / � / �i / " ` �, .� � ��� PLUG 8 FILL (�1410\) 1B �H �� / \ (NO BURIED) I - \� � � !� � .. ��' W/FLOWABLE \ / � - OT---- -- --' i,J � LATERAL BASE DITCH � y ...... . , ��' FILL � 1B �H � � _ EE -_ z M . . �--- , _ ' �$/ _ ------ --_-- F -"-- Q , ; _. - .. F -�� �"0 L l- � � T T - - -- __ - - - ---__ _ H � .. � , T�iPER --_ r� _ � � i � �\ / i L 7 / V �,;.,- v �50 _ �i __'_____� O i ' w W __--__ �� I ' ------- ____'_____ __ e � � i _____- Q r \ END � � O --- h ` ��� � � 5'MGNOLITHIC lS(JINIJ p� 404 N __ -- m L i � FENCE � DI ' _ CC ' \ � --- - � ¢ - �l - - - - - - - --- - - -------- __---- __________ � Z F------- �-------� .� �� -----------------------------------�-- '� 807+47.33 �'}4 17 ��' � --- �--- — _ � �o �� EX. R /VJ I�\ �/ DI — - ---_ _ Q --- � ___________ '__ � v v� -__ __ _ O . — - - - _______--_ - ___— _--____- __ — I - -- ___ ---- ---- ---- ---------_ _ _ _ _ � - ______ _ _ _ _ _ _ __ _____ QV% . _-___- _ '_- _� _ - -- - - - - - - - ___ _ _ -_____ ___ y �V? -- - - _ _ ____ __ . '_ � , - _- ______- - - _ - - - _____________ _ '_'_ _ A � � �L / K � _ U _ o �PL — n y U & FILL �Q�y�IDE BERM � n � _ _ O ' � M�7N0! 17y�� � 1 � � 1402 TB 9 �y O /Slf � �. � ^ ------- 48' F WABLE � � �� -_' ' - ___- ___ ____ _______- _- _- _� _� _� _ _� _ L /I ______O_____-___ __ - __________________-__ _- _ _ - _� J � ._ 1a_�-� _G --______ _ _ ' T 1 _ � _- - _ _____________-___ � __ __ _ ___ _ y _'_________' � y. _+�a ____C� _ ____ __ UW O / V _',-2�'9 = __-_- -_ __1_ _ . _ __' ____ ________ _______-______ _ � __ - U__- - ___ 2GI L /� � L Z hl � i� _ � _— .. �F A _ � `_. END , 50G , HW pA . _ 10 WIDE BERM _ F -{ ' ' - _ _ -- _ TOSEELDETAIL2Z F-_- I ~� � AI Wj7 SY GEOTEXTILE � � w � _, � s � �� _ __ �I� ¢ � � '"""" r^_=_� /, '�=4� _ ,,Tl i�-�I BEGIN� _ ._ __ � u ` �I L4TERAL VODITCHL B RIPRA1405 ��rJ ��i'iCY(8177�" "'- ..; �-' l� � � Q SBG _ _' \� F /�._ ' LL 5 �, y ND `sA 2 Z ��� ��". � c+s 3 __''_- -___-___' _____ 1406 � I SEE DETAIL B \ Oe !+l, J �� �� � � � V TL= _-- -''- F =__' LATERAL BASE DITCH � 1� EMBANKMENT �� � O O ��'��] �R1F _ _ _- �4�7 SEE DETAIL G � � RIP RAP AT� / ` W W � �'�F O - � �\ 7' i � �EE DETAIL AB I C� U . �� 1409 2 TONS CL B RIPRA � .\ ti I� L � ___�' �, W/7 SY GEOTE%TILE �� �n� � I' , � i � \ � -L- CS Sta.Bl4+6/.57 -L- SC Sta. 8/6+2/.57 \ ,�` ��,�� � O � �t f�= \,_�- 15" CSP � A �� � � F LATERAL BASE DITCH 2 ELBOWS � . A \ � � WB3 TONS CL I RIPRAP, LATERAL BASE DITCH W� ` 172 SY GEOTE%TILE SEE DETAIL G , o � T � W y� ... - - -..- -:._ . � � SEE DETAIL L - . �� �� �L � i � - .. - . _ _ "r' -w ,o�y m� ,,,;DB g��pT °� � ob � , � �/ ; �_ r I � � . � 6 p q6 �/ `'�%ry �G,p � , --`' ___ __ - — - -- -�I _- __ '. ____ —_ ��• � F6F N II n - �// �N O � - tl 65T�_- - _-7� Is , ___ — Pi � Q \ /� II w —��I — J � -_-�'aC£Wg��� RETAIN 8 INSTALLJ �'��i o TC1 o � � � � � � / � � _ - - SMOOTH LIN � � o� � � � / j����—��� ° � �� , ea _ ��. y , / _ � ° a�c �� �/ z z � �� / / f ' /,/ / `�6� � 00 � �� � � � � �� ��� � � � � I � � � / /�� � � i'� �.. . `�o,�' / t ii ii Q Q � c�7 � � -.�" �l i� � � I��. � � �j�"� � � . � woo�5 � 4�, i�� � GURNEY G.MYERS �� _ O O � a/� !a w� ' JOANNE� S.�MYERS � �",�� DB 402 PG 1214 �• Z Z � � ti� „ii -� o�� � C� C� k � �/ 2 � � —Y36— LONG STREET �: � � �� � ��`� WaRo ���1oR , // aRR�o�a 5,656 AN� wiFE BENNY B.HURLEY AND /q/ � EMILY JOHN�ON -Y36- VICKEY S. HURLEY /� ARRIOLA DB 228 PG 292 �� � DB 381 PG 199I � 6,936 LONG STREET oe azs Pc ioa7 , �, � _ � �s ��� � 1,780 3,560 � S 67°52'Sq^ a 2,180 4,360 �4r.oa W � ND CONSTRUCTION � 12,544 14,440 _ 1-Y36- POT Sta.17+50.00 � 15,264 -L- US 221 17,640 -Y36- PT Sto. 17+42.08 / ca��owav PROPERnEs, ��c 6 DB 395 PG 1246 N DONALD PROUDFOOT .. � �� r _;,;�i_ AND WIFE, ! �:� s.52' GL D8��125 POU 0700T s o- R� � 0 200 316 �� r i 200 396 a9o�., c-�e�s�s�esssa �j " 900 R dgei'eld Drve Su'�e 3501 Rale gh Nohh Carol'ne 27609 39A0 016 � � FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 Ncrce�seNa Foi�z v �0 832 —Y36— � FOR INTERSECTION DETAIL SEE SHT.2B-1 E�e�ee�slco�so-��ro�Ma�a9e�slaia��e�sls�em's�: �� ADT 2019 992 LONG STREET � PROPOSED TRAFFIC SIGNAL FOR —L— PROFILE SEE SHT.24 w�^�kk.�om „—�,� ADT 2039 FOR —Y36— PROFILE SEE $HT.27 rzaspo�s�ePaovie�c�aan�esoi��io�s �' PROJECT REFERENCE NO. SHEET NO. o- � ^ r' L✓�JC � � � ro � O ILW SHEET NO. fV ROADWAY DESIGN HYDRAULICS y ENGINEER ENGINEER � _ �`� H �w � IHAROLD H.HUGHES AND RLISSELL F.VANNOY � � DB 402 PG 725 iw WIFE, DIANNE B. HUGHES �'�- Q ��� DB 156 PG 601 ' �Gp' - E: ' ti �_ N 8� 39��3" E Z=w / N , h�° PATRICK 0 ROURKE � 8�9' "' -r h� � ti h DB 440 PC 389 a �ZNZ S 89�3— 2 M � o * �> 160.01' � �n a. � '�-�, ay�3 . v : or"� q,o � r s o��>" ASHE COUNTY BOARD ` , � �, �HE TOWN OF JEFFERSO � Z�' OF EDUCATION � �' � ��., \ °"' a� MILLER PROPERTIES DOCUMENT NOT CONSIDERED FINAL DB %5 PG 41 "'�Z� DB 183 PG 906 ST FRANCIS �' � OS ASHE, LLC _ m Zoy CATHOLIC CHURCH)/ _ S c \ � DB 4i6 PG i974 UNLESS ALL SI6NATURES COMPLETED GREGORY K. BOWER AND WIFE. � " �'. ow2 o DB I PG 2263 i is¢ s8 E� NANCY A. BOWER \ �I � ..y; ,.. 1 0� ��-o o � K 3. g. DB 247 PG 843 V�� �� �� � ��?e `� � N � , �. 9 0g , -BYE7-37 �� � v a xwZ o _ 0 70 �.J � BUS �II . 2 f . � a � Q i o�s ; , a,�,.'_w_' � � es7 Pa �LI � �� � \� � M �� EL W YATES� JR `,5;, ,� � 6 � � I F.. j�� I II -0 m a 8 �.� JERRY W. ABSHER il � y/,' '� JODB 396 PG 2i8 . 3� ✓� OY. _ U '=q m 2Q _ c.�, io � AN� WIFE � es, � 95 �, �� W , ,� , , 0 9 w,,, �� -� 6°p SUSAN R. ABSHER p h �� q � o , V, ; , SOIL -,_ . � o ' _/ I� � : � 4f/°E DB 216 PC 1740 E - � ���'c� � � - / > S 2 p �y p •+.�, ; i , �. . i- � � 8.32� DB 246 PG iaeo �- , i \a \ - `" , r / p J. ___ T r i,_ �v a ... � � i���: I '' � , 02 ... es�Q � u} os. F-r,s ti"', i� JOEL YATES ! / I' � o ' �__ ..� . , . , �' , ., , 'h .�. ,� I p P � ..... 3l. 9j .-:II � - ��� .�� "cQ . ,m `� AND WIFE NORTH CAROLINA -� � .� ,_i���°_MW°��� a�n� '" ���'�, � . ` ;'xi b -. , pp � - �, WQo S 8S9ri - � P.ROLD�a� � AN a�s." ti. . °��=ak KATE YAT�S AND CAROLINA ,' i .. � � 'I � m 5 �.. .' DB 455 PG 440 FARM CREDIT. ACA � -;_ ._ � g� � � - _ �b. %___ y . ; � '�,. • � �i �m� ... � < i i� � � s MILLER N� G 30, o �� �„ �B 397 PG i039 — � __ CNc' � ; I � '_ � �__-____Z�HDP,E� -.,-- � ' � mQ'U I 4 3 � `��v, Rcly OI � � bSi PA - _ _ W ' `'` o , ., �,,� a s r�--_ zs e , ,:: � `7�' � i- --- ' " _- �,ao o � ��� \ � "US°�6"s9�F l�� oeFzs C c asa� � ' � ° F` A c �e\\ \ \ ��:,;, oa� � ,. uu ____ �\� -<<e � —_ e C&G' ��d . 2n� ov' eo- 2, 2 a� _ N g , � � .:.,4,�� � :,,� �ASHE COUNTY BOARD I� � � _- `�-�--?-� � � .. � �� _�NwQ � , r'�i\� BS � � ' - - - ., : OF EDUCATION 'w -- -_ �'z .._ — xs 2�x, ,t010 � �y : � � �r,�� N� �' le _ 8� "29^ 3q6"E NNETH A. AUER AND � \ \ �' �. .:^ -_� � m ' _ r r „ID �^' O � � -......�� zc� _ G 1445 �� � . �. ,-A Ckisrmc �z;W� � ___�"`'� I '8� `° ... _ o � _ �r �n 'ti� /./g ^ ... B 435 P _ ' . __.- ..., mw 4v'iO $ PG \ ., ""�"� w ..;... , - _ - ' �: . . ' - / :�: ; , ,'°'_. ABSHER ' o�?v'+- 03�,�' � � LOUIS �A. . /3gq ,:, NDa� . - \\ +, /� , �,� ..a� 54'27^ ' __ � . ___-- . ' _ . ____ �� .___ _ ,i-- __� -. ' � ENTERPRISE �="i oo'- � H�SBAN�D� S .� / o3'9�E32 � ��� n / �M 36.58' _ _i ,; - _. ___.______Z ' O -�__ _.__.— ___,--�_ ____ I � �- .. �r ,. ;m : �PC I I �0� QQQ'�O : I ,� � AN� WIF� `"� 03�0g ��0.89� � 8 ���,� k,y� '�l . � _ UER � _ _. _ .. _,. �� �� a4°i . a i� K eUs �� � -��� y� � _ „ ��t ,� , - _ ANDRk g ,� � � ,: v, _ -- 380 G 2 Z ,_, � . o � , Z'23 � se - � O .� -- 'r-�. ..- � � BLDRETH:� � � - \� ��� ..... �.. .�° "' � ,... � � �TH 0 RD OFEDUCATION ��+_- -� _ � �� S,ii51 �� .�� . � L ,.. . ��''�� , TOWN OF JEFFER ON u - � �n�gy��e �MP & � � � '_,�� �) -�.�-�-� \ � DB 447 PG 134 ,. `� ��--�� �� � OF ASHE COUNTY '�,� �' RECONI�EFT � � -n� � .. ��y _ _ ., UL DB 33�PG -� � � EORGE�;,EUGE BLACK �� R�T9/ � � _ ..' .. DB Y4 PG 227 � �- � �' LINE WITH 19 TONS ��- . __ -- - +��� -ss= " -A K DAR o \ \ ry A .� _ N� I � �� � . �� •- � , - o; i ND . i � � AND WI E� � m � �:y ,, - THE BOARD OFEDUCATION � ' EMBEDDED CL B RIPRAP — -� � ' � � i � MA GRE BLACK �:"�� � r ,,: �❑ OF ASHE COUNTY a,,._ � ,��wr54 sr �eorexrue ��,.���oa��� � , ,�� _� �, �.,� � ... D . \ �-.� � - -' s R� DB Y4 PG 227 � DB N3 PG 592 � �� � l � — — i _ ..� ; WIL� _._" w \ �� � �I _ ARD N ERCH AND WIFE � �-¢_� � � W �_ - , s, tic � O �� '�— :,w,,'�<i ' ` co i c u�� % �- W _ - - - 1504 �, . i � - �. LATERAL BASE DITCH �C �— - - - �,,. � � � '48 WW � r ��„ � - .. � ��� __. W � � O T . . SEE DEfAIL G 4f3' VJ4! � _ _ .-_ _ ' �� � � _ � y� �'�p �� . "�� 1. -�` ., ;n�-�,� - . �. � _ , - - - m �-_ N T � - . -:..- - �d. - �� _ - - � � ' 2 � - - - . -- �i� � - f �-- _ .. . _ _ _ _ _ _ _ _ _,._ _ _ .. - - . - - . .. .,�Z N � ti� � .. . �_ __ ___ _________ ..�:� `'__' __.. � - .' Y () . ��.� , ___'_______��_i�_-r ______ _ __ ��q._-_ F __ _ _ _ � 1 . / \ 1507 1B w/MH w W - - .. `` ` T- � � � . V _ ___ �J,� 48 � � 2 TONS CL B RIPRAP ` ` � :. . --- --- -- SEE DETAIL B --�--_ ------- N �h� NP. y u= W/7 SY GEOTEXTILE _'__ ______'___""___ -__ _______ -'__-_"' ,,�� � --_ 2 PI v \----HW 70' WIi �TERAL V DITCH � 1506 REMOVE w / 7 , � __. � , � GREU TL-3 z __ � ___________________ __ _____ C_ 2 ELBOWS 1508 ^ 3' PE N �D 24" CSP FS 2q" RCP-III _ FS + •� �n l50 %APEi4 ______________________ _____________________ F DE BERM -------------------- F REMOVE 2GI_A��� a' � O .` � 1505 TOP ELEV. 2887.0' O Q - SEE DETAIL Z � �� - -� �� � _ � � A a � + � —� � m � � N --- ��n oi o� zoi z � vz �<oz --� z=�'z-�� •/ � _ � � (+j � - � „ ;vUL; � _ i_,._ .�� -' 2,_9„ C8G � . ..�. �r� ;,,, - , v m . � o o n . Q �- `��- �� �� � Q 1— � o zci ~ H N PROP. NOISE WALL � 15" RCP-III � �� 1509 PROP_ NOISE WALL � � � ________'______'__1510 ______ __" ,- � ____ ________ _______________ _________ "' _____________ _____ " � --_______-___'____________ F _____ F F -_ -_ F '______ -__ 506 F ,_` __'___"--��� Q I J '------- -------------F- -- ___ tsosn _'___'__________' F -" '_ ___ ________' _-__ W - . . - � . . , � � _ _ _ _ . - - . � ... . .. SEE DETAIL AF '- w JS r - __,_ _ -.....__15 ___ ___-JS_ -___- 1S_______ - 15 Z � �� v^v^�1 �v _ _i r � `�'1$=,_. _ " - --- _JS- _-_ —.__ JS e CON✓' Z W21 SY GEOTEXTILE ON BANKS ONLY — 15� � -__ 15- -L- ST Sta. 8 4+ '�-r t"'L,^�-�s:., ao roNs a i aiPanr '���.,, ,, �s _ �s ��s J Wi75 SY GEOTEXTILE � ��� � rr„_r�- r s��"- � � � -- - - ---- - J "'-�'- � ON BANKS ONLY � � . .. � _Y - P T f I -hI�{ [It{ . - - SEE DETAIL AF .. _ .. . — S� � , . _ - ..�_-_ /^ J T U. ,_._ - ,�^-�:� �-��`rr`v-�" r"tt.,-.�... . . ivi..re. Ti ..., __ �2 NW � ISBW ., � ._.. .. � S �� >.- __ f , .,,, =� � ., _� � i� r �A� ` � � Q ; � AkRY €�NE AVES AND WIFE, � � , ,�;w .. .,.•�- '�w 5 sN..u� aiw � �-Rexis , .� , � w o �' 'q�,oz, UDY�6.-AIEAYES �� V � � x... � - � u�, � ,' � 2g.F -- D$ 142- PC 1344 _ . � .- �- �- ROBERT L ELLIOT � 85°2g5y^W ` s ' 8.00� � ", _ w REDAN�. ELLIOTT � 6 . / µ -... � s- � ' JIMMY DARR LL GAMBILL , � � . �... ,., � �.- � ,� �� �,� � - 8-455 P� �os 0� e �—� � , = � > �� � � DB 456 PG 2102 ,� � � - `° `� JAMES EARL � � GLADYS S. KESTER �. �� � 9g 96.q "�'-� � h GEORGE SANTUCCI, JR. �^� � ARD CHl1RCH AND Wff��, ''. �?; . �-_ °' � .. "' ___ .--_ AND WIFE, �°� ..�`,� C R�STIf�A�M00RE WILL DB N3 PG 592:�� � ' DB 188 PG 2177 � � �, :-„ 'ss, ,. � � DB i7 PG�600SKY HUSBAND AND WIFE . � DB 262�P0 20§" . CHURCH �`" �.�..,., , . �, R' HLISBAND AN� WIFE CONNIE � � � ,�,,, � - JAMES M.MCCLURE ` - �_�� j � m � RAYMOND LEE BELCHER i�,, � �' �� �ia J -�'" � h -.. • � � I� � k WENDY �L�EE �BELCHER LARRY E. NEAVES AN� � -� ; ...; DE80RAH L. MCCWRE � ' sFo 3 �N DB i65 PG 934 JUDY B.NEAVES �� x. ' DB 205 PG 2278 i � � H w- ` : DB AS PG 149 � � � , J E. �_ , ,- �, � MA IN$ _ � BLEV NS A � � - � � � _ ,. RC BRET� �p�B�EV .� o __— —BL�;� � � , � o , � - — ` � , M �"— � _ _ , , � � �/G=/ "� 4� / � " ; .,;r \, �Q, � � � � � /SAkJ � ti0 � � Y � w � �`� � �J� � ``- WG � �IP J \, � 2 � � � � -�� «\ ,-- �� � -BYE6-36� ' 8� �s""°A � � w� � �. � - � �� ,' � � ��.Vi _ w" � � ' ;. ��� --_ f \ ��ti� N B e � � � � � z !- �� � \, - / SF _ ' w� �._ r \is., z 0 � � S � '... y I r � \ � ' � \ ' \f�, i� � � BST � 1 . ° , . ,i_ . \ .. ,: . 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F-o112 o� I L= 544.95' LT = 160.02' � T= 273.65' ST = 80.02' e�9mee�s � co�so-��ro� Ma�a9e�s � aia��e�s � s��em�s�: �� � '` R= 2.400.00' FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 """'kk.`°'" �� r . �, _ �� �4i.�- SE = 0.05 FOR -L- PROFILE SEE SHT.24 rzespo�s�ePeovie�ae��roes�iwio�s �' PROJECT REFERENCE NO. SHEET NO. o- � ^ r' L✓�JC �(�'J � ro � O ILW SHEET NO. fV ROADWAY DESIGN HYDRAULICS y ENGINEER ENGINEER � H �7 � Q JENNIE W. HIGHTOWER, EMILY H. 2 JOHNSTON AND JOESPH E. HIGHTOWER D8 343 PG 1099 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ���,- .� .._ . _ -- - - - JOHN N. BOWER AND WIFE KATHY `��o� ' , , � , �'�� --��--- - : � ���--- : -__ B. BOWER; JUDY B. MILLER ANd HUSBAND, ���,; � ' : �<`" `H \\\� P \ ��o � � �"t"' t ' �":���t:'C� 'y� �� --- . HOW D ER: THOMAS D. BOWER AND �'. ' 4'y �h ��N�'p��w � �'�. ��� ----- ,_ WIFE, SAN�Y H. BOWER; BENNETT B. '� t,�_� � � � ��`'�� � A� �"P� a �j �'� � � ��� --- -- DARNELL AND HUSBAND. PHIL DARNELL; AND ' a ��� � — � '� �"' �-� --- -� � JENNY B.JOHNSON AND HUSBAND, ORTH CAROLINA AND � � %�� ,n, �� 94 �p � � C� C" � , __ - - '�� > �� -� � --->.---__ _ __ GREG JOHNSON � REDIT. ACAr ` t,f � X � 5� PA � j�' �' ' - -� ��- - °'-&� � Ex . _-- ` �B 2i7 PG i2i2 CAROLINA FARM C " ,� 039 , L ,;� � ,� �� � ISBLK g VA � f % �, i- � � �� �� . 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REMOVE 163'� ��_ �� � I 7 - T � � n o � E%. 24" CMP � TY.� � � � \ - ' � � . � � - -.+----_et________ �n I �� e \�-__-_____-__'-___-_ .... '--�, M L- N 75°/2' 422' E � �%. ,� ,'``\` � r-� , ------ . — ,"�- s�`2o------ � _ � � p,_9„ C&G - -- - . _____________ _ ��� , � �6 � ---- -____________ � -__ �_ Q O' � - ..__ ���, N - • -o- --.-.- _____' � � � �t � � "' v 1� _____________2G___ ___ G� � 15" RCP-III-•. 2GI ' ^, . -�}____-___v i __ ______ ' ''`` Q ��\\ C (/� N PROP. NOISE WALL . - ZG5„ C5P , B 77 1 AT_� 8:l H � ------_ _ ____ F��� i-'<. ._/ ^/V � O � F 613 2 ELBOWS 1612. BEGIN -- - -- -- _ --- -_ V '_" -� "'__ � J ,-�� t�a i� , J:. �� FENCE ` ` 1B w/MH - � -_„ p� O � �'� G0� � F O - �. ----"" 1603' ` - � TOP ELEV 2870.5 V _ \- � � „ \y � oo . � � � ___ _ __-_ - __ rC _ % � p "" • .- � U .'SP. CUT DITCH SEE DIEDTAIg AC /� . \ ` \� � � F / � � �NCicp��� SP CUT BASE DITCH __ � � �SO�—__ � � �J,J EN� N��.SE wnLL � W/159 TONS CL 6 RIPRAP, '� � 1610 \��� � APf 0 � 409 SY GEOTEXTILE � C� -� � Z AND BARRIER ieia -�_ ��_ ,- \� ` Ctj SfO.S3EfSJ�.�I�J SEE DETAIL E _��• ��__ _� SEE DETAIL W >� , SP.CUT DITCH \ � _ ___ _ . J $TANDARD V DITCH SP. CUT BASE DITCFi-- �-� � ��._ --� $EE DETAIL W W24 TONS CL B RIPRAP, , W/17 TONS CL B RIPRAP, .. V m -,,,_ � �, � � 2 � 62 SY GEOTE%TILE 44 SY GEOTEXTILE REMOVE DI F __ ___ � ��Q �Q V �` -- JS SEE DETAIL H \ � ' SEE DETAIL E .�� .- & EX 24" CMP O C --- ��� rw , __'___� � �� -- �JS - SEE NLVERT INLET END I �. � 8EX R3w 4 �% ,`\``` v, DETAIL -L- FENCE � „- / X , .:, STA.838156 , �.� � - �, � � / �, � ` � o .> oe��� '�. �- �, ` f- , • �� Aa wv� �, .. �s oo w � - - - , .. . _ �_,� � .. � V � �> � JORENA K BARNES � ' '•, ���� �� i �Ex. a i , o.00� � -"' `� _- � , .i u �� a '�ri i tPna e -_ _ � y DB 321 C 933 � � J '• �� / / �,5/3�0 e�_ H�y � �� � s �, �. Nv9' X�/� �ii/� �� � ibo� PBf ��\ 'z �M�\ � ' w n j, 1 ' ' ��c � �'�� 6 � �-',��� js/ _X�x—>_ - - _ � �� ��� � . _ V � � � EssENnn� � �'<- END CU VERT 3 �I / „ ii �x— ,V A� � �� _ � : PROPERTIES, iNc. �� -L- SrA.838+67 f/ J �� � � � - �� � �c . �a ��� DB 456 PG 2460 7 �r � � y � � � 844+45.00 �V �V �- d � � `� DB 456 PG 2460 �. ... � �� "� � � � � w� r `� � � o tv � �.' �' �._�� , .. (�e � ��, � � s � a, w �.- �sr�y� \ \ i � , � �� . _ �` � � 19 � ' _ � '�oAr \ �� � EX PL 4 \ � \o / � .,� � \ � N �v. �hyiN� � l f .�'� n � � � ��q... � // � \ \ � TABEROM. BELL �. � \ oq '� wz p� ESSENTIAL PROPERTIES, INC. d� � Q � � �.Y ��� � za � DB 456 PG 2460 �I � � 1 � �esr � � TRACT I i�� `' -�� ������C,�i/� �� V ���,� � DB 194 PG 406 � .� � �A VA C �_ yi ��z� ��/� � \\ \, /f /W � � '' r v> � � - r �. ., ,.�`1 �� �' I� � 1 :.. � "� � �' � �' I � . /�� /c:. � � ,/ _ . "-:,; � � \ � I /w 1 GR �SBK� / � I � � �� � � - ,k � � A � �' � m THE COUNTY OF ASHE � `� � V GENEVA D.JONES ; a OB 392 PG 1985 � '" �./ � �, ____ � DB 223 PG 102 0 _ N IV � - N 73'IS'21'E S -0 / / 6 ...♦ D - 173.00' ?`?°i�, _.. - � � �� � _ _ _ � 936e �iy.F y �, W LLl p N / / / S 6 / — g � -L- � o � Pls Sfa 842+69J3 Pl Sta 848+19.17 RK � Bs = 4' l2' 00.0" �- 26° 5/' 57.8" (RTl � / N ` ` P_(919187&9560 � LS = 280.00' D= 3° 00' 00.0" soo Rmger��em o��e s��ae aeo � Raie�gn, Nonn ca�or��a vsoaaseo o� LT = 186J2' L= 895.54' ti� � Ncr���Na Foi�z � ST = 93.38' T= 456./6' e�9 �ee�s � co�so-��ro� Ma�a9e�s � aia��e�s � s��em�s�: �� R= 1,909.86' • FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2 `"`""'kk`°'" „-�,� SE = SEE PLANS - FOR -L- PROFILE SEE SHT. 25 rzaspo�s�ePaovie�c�aan�esoi�iio�s �' PROJECT REFERENCE NO. SHEET NO. o- � r' L✓�JC � y�� ILW SHEETNO. -� — � ROADWAY DESIGN HYDRAULICS ♦ � . — � ENGINEER ENGINEER x: � , � —�— � — Q ASHE COUNTY MEMORIAL HOSPITAL, INC. �� �� O DB 0-4 PG 43 � N �N �Ip S 83°21'37" E— � 2936' ZO � S 83°4fl'20" � N � YADKIN VALLY BANK AND TRLIST � - COMPANY ��� � � DB 154 PG 1356 � �A �d z�� Q DOCUMENT NOT CONSIDERED FINAL � ii 21 Z UNLESS ALL SI6NATURES COMPLETED / ° � a . .� �� ,��� a �� / �� ii ' �, � � ; 0 � � r ���7 a r. � �, � ir � � ; �� QP//�/ \\\�\�� �\w�k��/ f'\ m pq /1��:: ` � I V / ��4 ti � ii �_ �.. �' 4 l�:i' � i � �� ll � �SeK � � � I �S \ 22 ��,_� o �'���° e ��� ' 0 od � � � m° + � -� V� � � � � � . �i � � JOHNSTON PROPERTIES, INC. � � � ii �, � i 849+83.00 q. i � - - � /�� 849+5000 O' p CON\ � � 4� ��'- � �B 376 PG 2155 �� � 235.00� � � �i 235.00 c ��RB \\ r� � - � �" ; �/ � � �� ' ,� � � �3 � `� � e�� � � � � �, F �', �—PDE- � �� �'� r � � _ \`\849138.00 O ___' \��,qB �z �ONC � I -- : EX. R /VJ �_� O � —RIP 2AP AT � J5°CMAP _ . - a -- --_____ � /m i EMBANKMENT ,%S - � -- I y. 170 ��� SEE DETAIL AB \� -�� ---1 I � � B � E% R/W ...' u2�x 5 M -_ ss /M � � - -- � � �l --�� _ l _ _ __ , _ 849. �s.aa RQ � i„ �� � � -- - � ��° � �O �BY OTHER$ N� 63 5� // /< 0���; � ISL4ND 2EMOVAL 1706 BY OTHERS 9'Cp�JI /� e -- �� G TO DRAIN PAVEMENT REMOVAL N z33 B�,L{ � � � r � { w c? : ljJs- �i �� ...... i I � r .'��_� . � �- � ii � � >�� � � � y, � : � o � � � GRADE TO DRAIN nEXI _ 0�.. 'ti W � �}��.., ' � �� E%ISTING CB O /i . � -„' ��� N� \� \�TO 2GICg § 2+75.00 . . � I,Ig`�� � � � 4�f.96, 70.30 � CURB & GU77ER . - - - W �t _ I `` � REMOVE cre � N __ '------ `� -" - Q ��SO�� � REMOVE E%ISTING CB, COLL4R 8. R �T/�/-� R EXTEND l8" CSP N �-- PLUG &�' a` SYSTEM 2' b' C&G �\ � (2 ELBOWS --` �' ` � - - � � O PROPOSEDOC6�7705 � Q V'i� ROWABLE FILL �7p5 O Q i id ��� �' --_-- .. -"'� ' o _ � chI XL_ � _... L � �i� —al— — wl «� '�\t� — ^ C$� �� . , . "7 Q' - -III DI ��tP M �, �g / x X R/W 65 02 6'� ' ,% �Q'�% _�_ �\ � � s � • - � 5y �" ��COL R IE TO EXISTING � � - � CURB 8 GUTTER _ - � _ �� ! I. H � � - - � �1702 �y _ _ . YETAIN �\ _._.� - r �� �� _ � �. o xl � _ � �I - �.y- \ � -y -__= STEM 18" CSP I Q � �� �gEGIN OVERLAY �- 2 ELBOWS --- � l� . � - — tlo5 — iN � 18" RCP IV�' 1703 � � � d-�� a' �� _ _ -/. �,t - ' �� � � � � a -o w � 6 N � 0 � � �3 o� ro �o � �� _ __- _---- � SP.CUT DITCH �� . � ' i'C I � SEE DETAIL V�� . . ' ... I . .. '�..:. - �. ,, ,N; N ; � � ��- ,%� %s� � ��PS Ft291�-24 � � �" - , �P�?� "' � � � -BYE7-47 I � {� � I , �5�� esr �� ��o� / —BYE9 4��'� —a�� % / A � _ � I I tioRrHviEw oR - I . i � � � ; I o esr -- -�-�»- z 1 ---_ a, ,� � - : � , P, - - - - r� � �' _ —_ ,� �r I �� / ��- �� `.� �— � � Q�� 55 / v� ' i /-� �� - � �=N� � �a�.�k � e��,"� I � 6 / � I I b coNc cuae p� ��`I C�'' � �.a � ,� F;,;gy4C3 �i� KAJAN, LLC. �� � i— �ti �p� �c � �� / �� " I DB 222 PC 764 �� a �a II � � —__— 'h� �� � '� � /�I_ —� - � � � rl� ��� �� �� � /" °��'�� ..,a����' �ii����, � � �� � ��� � �� � � '� �� ��� :� °� END TIP PROJECT R-2915E � cn� � / _ r isaK eus � � fl�z � � �I , I � I� , � , �� m � � �\ a e�5 - � a5T PA ,, m1 ,SM \, II �I —L— POS Sta. 855 + 00.00 � �; v �, ,, � _ _ — 1 ' I �� - � a' n �Q �� � ��� � �� � i � � P v 3 0 �� � --�_- � m� � �' `� � • � 4 �, . � ;+.. STARWOOD INVESTMENTS, L.P F I, �� DB 196 PG 1983 _ � g� PA �� � , o ��� 6, �o_� ��R� � � i'� • �z � `� s • rs � . —� � � THE COUNTY OF ASHE ,��� DB 342 PG I485 .- �� - —� — _ _ N 86°30'03" � � 5a� - ia5op COUNTY OF ASHE � � DB 200 PG 1745 COUNTY OF ASHE DB 200 PG I745 REVISED TRAFFIC SIGNAL CHERRY DRIVE—NC88 8,584 10,504 NC88 1,564 6804 1,884 8324 14,440 19,464 17,640 -L- US 221 23,784 416 200 496 200 832 ADT 2019 992 CHERRY DRIVE ADT 2039 -L- Pl Sto 848+19.17 Pls Sto 853+58.60 �= 26° 5/' S7.8" �RT J 6s = 4° 29' 58.92" D= 3' DO' D0.0" Ls = 299.98' L - 895.54' LT = 200.05' T = 456.16' ST = 100.05' R = 1,909.86' SE = SEE PLANS SIDEWALK � �� � CONCRETE REMOVAL � P-cs�e�a�esssa 900 R dgei'eld Drve Su'�e 3501 Rale gh Nohh Carol'ne 27609 39A0 ; `�;���., NCLce�seNa.F�112 PAVEMENT REMOVAL �, ��`" e�9 �aa�s � co�so-��ro� Ma�a9e�s � aia��e�s � s�em's�s FOR DRN. DETAILS SEE SHT. 2D 2"""'kk`°'" FOR —L— PROFILE $EE $HT.25 Resvo�s�ePaovie�c�aan�esoi���o�s 6 � � ro � 3,080 3,070 3,060 3,050 3,040 3,030 3, 02 0 3,010 �+)2.6200% (+)2.6�ba% 00 BEGlN GRADE R-29/5E c�+� -L_LT- STA.668+25.00 I EL = 3,003.//' PIPE HYDRAULIC DAT A -L- STA.676+34 DRAINAGE AREA = 10.57 AC DESIGN FREQUENCY = 50 YRS DESIGN DISCHARGE = 37.3 CFS DESIGN HW ELEVATION = 3030.87 FT l00 YEAR DISCHARGE = 40.9 CFS l00 YEAR HW ELEVATION = 303/.l7 FT OVERTOPPING FREOUENCY= 50+ YRS OVERTOPPING DISCHARGE = 38.0 CFS OVERTOPPING ELEVATION - 303/.00 FT �+)4.0165� - ------- - - - ----��'-`-.��- I 0.8539% � PROPOSED GRADE �+)4.0�65� ___r- _ ------'" � O � oo� _; - �� aracP �` �+)3.8309� �+)4.0 ____---';i � BEGIN SPEGAL CUT DITCH RT. 4613� ---""- ' -L- STA.675+25.00 (+�4• __---'�"" EL = 3029.51 EN� SPEGAL CUT DITCH RT. _-----"-" EXISTING GROUND � BEGIN LATERAL V DITCH RT. j -L_LT - r/ ---"-� ' ?g�p� I END LATERAL V DITCH RT. Pl = 672+10.00 END LATERAL V DITCH R7 J 0.4000%.� '""(+l 5• -L- STA.67/t50.00 EL = 3.0/7.80' -L- S�A.67� .0� Pl = 670+50.00 EL = 30/I.00 VC = l80' EL=3027.99 L- 00 . l � K= 472 BEGIN LATERAL V DITCI- GlN AT RA V ITCH RT. -L- STA.677+20.68 -� A' + ° EL = 3030.10 EL = 3005.1! - - - 668+00 669+00 670+00 671+00 -� � � -r__ -� _� 3,110 3,100 3,090 80 3,070 3,060 � 3,050 -- � � � a a 3,040 � w � � N � 3,030 0 � � oa � �� 682 + 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 672 + 00 �+ 673 + 00 674 + 00 675 + 00 676 + 00 677 + 00 -Lh'l - JI H.b/t1t�U.VU = -L_LT- STA.678+50.00 = -L - ST A. 678+50.00 EL = 3,043.9/' � i�+li PROIECT REFERENCE NO � �Cl �C ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULIC� ENGINEER 3,060 _,.-- --�-�'�� 3,050 ____---_ ... .. __ .. . __��--�' ��_�__'_ __ __ __ �+� 4.2667% P1=68/+50.0 . " � � � P1-680+00.00 EL=3049.40 3,040 _.. ----''------------- -_- ' EL=3043.00 _-- _ ._ _.-67% ---'��i 4.12 678+00 679+00 680+00 BM I CLCV=3086e70' -t3L- STAo 31+31oC0 16P LT -L- STA 692+71e4� 163e55' LT PK NAIL IN CONCo FOCTCR OF 31LLBOARD � � N 0 3,030 3,020 3,010 3,000 681 + 00 682 + 00 - _�_ 3,110 3,100 0 SUPER -L- STA. 695+97.26 LT 3,090 Pl = 686+00.00 EL = 3.074.5/' EXISTING GROUND 683 + 00 I I VC = 1.300' I�}}}}}}�I ' ------------- K= 454 ��tt�� PROPOSED GRADE� $� ------------------------------------ 3 0 ----------------- i/_. ---------- �+)3.435.. (+J1.2169% ---- -"--- ___.. __._.__� J13333/ �+).26667%.-- ------ _._._._. --- �+�4.0800� ------------------------- __ _ . .._ - - BEGIN LATERAL _._..__. _.... _ P1-695+25.00 ------------ _._._._..____.._._�_ �_ V DITCH LT. � EL-3077.00 3,070 --------. -----' -L- STA.693+00.00 ---------- _. ___ _.. _.__ __ _ _ _ _-_� _ ------ Fl = 3077.00 FOR -L- PLAN SEE SHTS. 4-5 Re�po �;�ePeopieic�ean�esom�o�� 684 + 00 685 + 00 686 + 00 687 + 00 688 + 00 689 + 00 690 + 00 691 + 00 692 + 00 693 + 00 694 + 00 695 + 00 3,060 3,050 3,040 3,030 �so 696+00 -L_RT - Pl = 669+25.00 EL = 3.007.27' VC = 200' K = l65 �+13.S3�g� BEGIN SP.CUT DITCH LT. -L- STA.677+00.00 EL = 3030.62 6 6 � ro � 3,140 3,130 3,120 3,110 3,100 3,090 ________________________ 3,080 __._._._-__(+)_34351%...__._.__._.-__--- 3,070 696+00 697+00 � � 3,150 3,140 3,130 3,120 3,110 � r� � BM 2 ELEV=3113,00' -[3YE1- STA, 7+76°00 3' L T -_- STA 716+65.39 240e23' RT PR IN CONCa 13ASE I I I�H I,A I C�R'N'�SH Pl = 7/5+90.00 3,100 -- c � 3,090 � � � a a 3,080 � w � � N � 3,070 0 � o� �: 710+00 711+00 712+00 713+00 714+00 715+00 716+00 -�- PROIECT REFERENCE NO. SHEET NO. /l %g� JF �.9 ROADWAY DESIGN HYDRAULICS � [NGIN[[Ic I ENGINEER -L- STA.702+77 4AlNAGE AREA = 8.66 AC =SIGN FREQUENCY = 50 YF =SIGN DISCHARGE = 24.8 Cf =SIGN HW ELEVATION = 3086.23 F7 0 YEAR DISCHARGE = 27.1 Cf 0 YEAR HW ELEVATION = 3087.44 F7 �ERTOPPING FREQUENCY= 50+ YF iERTOPPING DISCHARGE = 26.3 Cf ��oT�oo���� C/Cl/ATl(ltl c 3/�Q7nn �� -L- STA.705+05 �A/NAGE AREA = 5.54 AC =SIGN FREQUENCY = 50 YFi =SIGN DISCHARGE _ 16.4 Cf =SIGN HW ELEVATION = 308/.74 F7 0 YEAR DISCHARGE _ 18.0 Cf D YEAR HW ELEVATION = 3082.28 F7 �ERTOPPING FREQUENCY= 500+ YFi �ERTOPPING DISCHARGE = 24.3 Cf icornooini� cininrinni - 3nR�,M F7 -L- STA.708+25 4AlNAGE AREA = 4.28 AC =SIGN FREQUENCY = 50 YF =SIGN DISCHARGE _ 12.3 Cf =SIGN HW ELEVATION = 309/.88 F7 0 YEAR DISCHARGE _ 13.4 Cf 0 YEAR HW ELEVATION = 309/.96 F7 �ERTOPPING FREQUENCY= 100+ YF iERTOPPING DISCHARGE _ �4.0 Cf ��or�oa���� C/Cl/ATl/l�l v 3/IQinn c� 3,080 PROPOSED GRADE� ___._-----'-"� 3��00 ----- � ---�""� r ------------------------------------- --- - ,____ � 26667/, (+)_3 � ------------------�-- 2 . ""f 8. . . _. _. 18 ..� _ - I _._,..,. , ---__ . �---------------�-"'"" �+1642..�� .. _ _._. . 3,090 ------' ------' ' ----------' / " ___________ 24RCP - - il 24' CMP - ---..---__ (_-1_0.305/% - BEGIN STANDARD V DITCH RT. I END STANDARD V DITCH RT. _ -L- STAJ00+00.00 -L- STAJOl+29.48 = EL = 3068.15 EL = 3067.75 698 + 00 699 + 00 700 + 00 701 + 00 702 + 00 703 + 00 � -r__ -� __ ��� �� ���� �� 704 + 00 705 + 00 717+00 718+00 719+00 720+00 !+) 0.31/7% I END LATERAL V DITCN RT. -L- STA.707+75.00 3,07� EL = 3076.52 3,060 706 + 00 707 + 00 -L- JI HJCI EL = 3/12.58 P/ = 7 F/ _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Pl = 7/0+25.00 EL = 3,104.02' 3,110 VC = 200' K = 1183 Pl = 723+60.00 3,140 EL = 3,/27./7' VC = 200' � K=/52 _..___.__- 3,130 7�°" +)_3_8700%._�+--_ -- �+J0.9230% 3,120 3,110 �,100 3,090 3,080 3,070 �so FOR -L- PLAN SEE SHTS. 6-7 Re�po �;�ePeopieic�ean�esom�o�� 721 + 00 722 + 00 723 + 00 724 + 00 708 + 00 709 + 00 710 + 00 - -L- 3,150 6 � 3,V0 . DOCUMENT NOT CONSIDERED FINAL PROIECT REFERENCE NO. SHEET NO. UNLESS ALL SIGNATURES COMPLETED ��� Ron�wnv E i�N� Hvoanu�cs ENGINEER ENGINEER k� 5gg0�� ri- EL = 3,160 `�_....�... 3,150 Pl = 723+60.00 EL = 3.127.17' --� _. __-__-� VC = 200' Pl = 725+00.00 _-- � � " �,140 K = /52 EL = 3/35.50 ___,.. (+)3.8700�" ' PROPOSED GRADE � ... ___ . � 3,130 - � ----- � -- - �_____ - - "�+1"1.5800%� - ------------- ------------ - - ---" ---- � 3,�ZO o GRO ND P BEGIN SPECIAL CUT DITCH RT. � - - t + EL = 3/27.86 � E�N��D���� �PECIAL C T DITCH RT. Q -L- SfiA.72 + 0.0 3,110 � � EL = 3/30.23 � w a� � 3.100 � 'I � 724+00 725+00 726+00 727+00 3,170 P/ _ EL = 3,160 , , _. .. .. EL =73�8.20� ..�,+)4.96a���-�---... .. 3,150 3,140 N � + � M 3,130 w a d r- �� N � o i ---'-_-"------------ � 3,120 ---- -�----------------- � ------------- / ---• 3110 ExisTiNc cRouN�-� ` � BM 3 BEGIN SP.LAT.V DITCH L� � � I� V-�IIS, I I' -L- STAJ4/+50.00 ID 13L STAe 78+90v00 - EL = 3/14.92 a 219' RT � 3,10� L STA 739+52e94 �, 200089' RT � SFIKC IN RGOT OF � � I?"'�NI I) CH��?Y � 3,090 0 d � Oa � �� � __-_-'_"- �+) 4.3900%._.....,. _ _ .._-- � Pl = 729+70.00 � 36/00% -.._. _. '. ._� J ..,.,9.2gOOi �i = �35+00.00 = L = 3/74.64 END BERM V DITCH LT. BEGIN BERM BASE DITCH -L- STA.736+00.00 EL = 3/65.40 /�� EL = 3.132.80' Pl = 735+35.00 ,� VC = 260' EL = 3,129.90' M K = l8/ VC = 490' w ¢ K = 29/ a � �� (+)0.9230% �-J0.5/33% � ' O J ------____- f-J0.5/33% (-12/99/% ---------- --�-<------------------------------------ �---------------------------------- ------------------------------------------- (-J 1.79/5% -'------ -� ---------------------- \',CREST --_------ BE6/N SP.LAT.V ITCH RT. -�- STA. 730+07.08 -L- A. + 0.0 - EL = 3l31.74 E�N��D���� �P.LAT.V DITCH R -L- S�A. 32+/4. 8 EL = 3/27.00 728 + 00 729 + 00 730 + 00 731 + 00 732 + 00 733 + 00 734 + 00 735 + 00 736 + 00 73 7+ 00 iiii iii iii iiiiii ii iii i� i ii iii iii iiii i 1- 3,170 � �,l 60 3,130 3,120 3,110 738 + 00 _� 3,170 3,160 �'� 5.220p� ...,..,..(-1 P1=742f50.00 EL=3/09J0 END SP.LAT.V Dl7 -L- STA.743+00.0 EL = 3/09.55 END BERM BASE DITCH LT. -L- STA.743+00.00 EL = 3!2/.56 ------------ �-1 /.0964%-------- -L- EL = Pl = 746+70.00 EL = 3.104.94' VC = 700' K = 380 f-J2.199/% -- --�-J0.3557% 120 10 ----�----__- _�_ r-� 0.3000i =__________= 3,100 = 748+50.00 = 3I03.52 �� 738 + 00 739 + 00 740 + 00 741 + 00 742 + 00 743 + 00 744 + 00 745 + 00 746 + 00 747 + 00 748 + 00 � RK � 3,090 P'.1919)878-9560 900 Rldgefleld �rlve Suite 35� I Ralelgh. Norlh Garolina 276�J3960 NC Llcense No. F-0112 Engineers I Construction Managers I Planners I Scientists www.rkk.com FOR -L- PLAN SEE SHTS. 8-9 Re�po��;�ePeopieic�ean�esom�o�� 749 + 00 750 + 00 751 + 00 6 p, PROIECT REFERENCE NO. SHEET NO. � -L- � N ,� �9i�F ,i � ROADWAY DESIGN HYDRAULICS 3��50 ENGINEER ENGINEER PIPE HYDRAULIC DATA 3,140 -L- STA.752+76 PIPE HYDRAULIC DATA DRAINAGE AREA = 286.6 AC DESIGN FREQUENCY = 50 YRS -L- STA.755+95 DESIGN DISCHARGE = 400.0 CFS DRAINAGE AREA = 8.06 AC 3,130 DESIGN HW ELEVATION = 3/00.44 FT DESl6N FREQUENCY = 50 YRS DOCUMENT NOT CONSIDERED FINAL l00 YEAR DISCHARGE = 470.0 CFS DESIGN DISCHARGE = 22.2 CFS UNLESS ALL SIGNATURES COMPLETED l00 YEAR HW ELEVATION = 3/1476 FT DESIGN HW ELEVATION = 3/00.20 FT OVERTOPPING FREQUENCY= 50+ YRS � l00 YEAR DISCHARGE = 24.3 CFS � 3,12� OVERTOPPING DISCHARGE = 404.3 CFS o l00 YEAR HW ELEVATION = 3/0/.l9 FT Pl = 758+90.00 3,12� OVERTOPPING ELEVATION = 3/00.97 FT Pl = 753+70.00 $ OVERTOPPING FREQUENCY= 100+ YRS EL = 3.106.10' EL = 3.102.45' OVERTOPPING DISCHARGE - 27.1 CFS VC = 200' + K = 237 VC = 200' ^ OVERTOPPING ELEVATION - 3/02.65 FT --------- 3110 K = /89 � , 10 ------------------------------------------------------------ � SAG � � �PROPOSED GRADE -L- STA. 753+37.27\ � �n ! -------- 30,�p ` N __�_ _'�__�______ I / ____-______ " _ ' _ " " _..--(-+j � '"..� O � - - 4 250�...--- �-10.3557% (+J0.7019% � � --------------------------------- �+J07019% l+)1.5463% - - - - -- -- - - - - - - : - .. --------- ° a (-J 0.4479% (-J 0.4479/. 100 �-J 0.300 , '--------------------- � -------- ----------------------------------------- - 3,100 /� _.-�+j q,p959% �END SP.LAT.V DITCH RT. BEGIN SP.CUT DITCH RT. P1 =763+24.140 P1=765+00.000 / -L- STAJ58+00.00 -L- STAJ6/+50.00 EL = 3/04.72 EL = 3l12.l5 ExISTING GROUND-' EL = 3/02.09 EL = 3/05.25 - 3,090 END MEDIAN V DITCH �_-10.6467% �-12,1000%�_ ) 0.5000% PIPE HYDRAULIC DATA PIPE HYDRAUUC DATA 3,090 --- ----------------..._....._.._.._..__.,.._.._._._.__ -L- STA.75/+50.00 Pl= 756+00.00 BEGIN SP.LAT.V DITCH RT. EL = 3/02.62 BEGIN MEDIAN V DITCH LT. EL = 3090.33 -L- STA.757+00.00 -L- STA.762+89 -L- STA.764+8/ -L- STA.754+50.00 EL = 3097.99 ORAINAGE AREA =/0.38 AC �RAINAGE AREA = 77.2/ AC EL = 309/.30 �� DESIGN FREOUENCY = 50 YRS DESIGN FREQUENCY = 50 YRS 3,OHO 24cMP END MEDIAN V DITCH LT. 3,OHO ;'� -L- STA.756+72.00 DESl6N DISCHARGE = 28.6 CFS DESIGN DISCHARGE _ 160.0 CFS P/ = 756+50.00 �; EL = 3089.28 EL = 3089.17 DESIGN HW ELEVATION = 3/07.47 FT DESIGN HW ELEVATION = 3/14.20 FT 66"CMP l00 YEAR DISCHARGE = 3/.3 CFS l00 YEAR DISCHARGE - 200.0 CFS 70 /00 YEAR HW ELEVATION = 3/07.59 FT l00 YEAR HW ELEVATION = 3//4.97 FT 3,070 OVERTOPPING FREQUENCY= 100+ YRS OVERTOPPING FREQUENCY= 50+ YRS OVERTOPPING DISCHARGE = 36.0 CFS OVERTOPPING DISCHARGE _ 182.0 CFS OVERTOPPING ELEVATION = 3/08.00 FT OVERTOPPING ELEVATION = 3//4.50 FT 751 + 00 752 + 00 753 + 00 754 + 00 755 + 00 756 + 00 757 + 00 758 + 00 759 + 00 760 + 00 761 + 00 762 + 00 763 + 00 764 + 00 765 + 00 - B M 4 Pl = 769+70.00 ��� ELEV=SIS loss' EL = 3,12280' 3,130 BYES- sTAe iy � ovoo K�= 309 3,130 32' LT L STA 766+54�0? PROPOSED GRADE� _ 137e90' RT � S�IKC IN �OOT OF �+)1.5463% (-J0.3000% � � � 3,120 - - n i,�� wHi i� Niv�- � �-J0.3000% �_�3 3,120 2273% . +)2.3450% '-----------�--------------------------------------� --------------------�----------------------------- �- -- - - ----- - --------------------------�---------- ----------J 4OooO/ - -- - -- RCP - -- -'---"---'-'--- ..... .... -- � - _ ----------- - � - 1/.8333/. ------- ------ �, � - - - - - - � � - - �EXISTING GROUND . . ------ --------- -- 3,11 O ��6�83,3i � 4.81�13� o (+J 0.3000% o !-J /8333% ---.----� 3 110 1, _ - �+) 0 0 o rn END SP.CUT DITCH RT. - �-� 1.4850% ' o v l8'CMP BE6/N SP.CUT DITCH RT. �`y o o�' CREST �, -L- STAJ72+00.00 -L- STA.774+00.00 � � � � + � -L- STA. 771 +62.38 EL = 3l18.68 EL = 3117.97 Pl =765+60.000 ,� � o �v, o � � � „� ,� Pl = 777+00.00 3,100 EL = 3/08.50 � ii �� � ii EL = 3112.47 3,100 Pl =765+00.000 � w � �� � w PIPE HYDRAULIC DATA EL = 3llZl5 �W -L- STAJ72+0/ EL =73,120�6� PIPE HYDRAULIC DATA DRAINAGE AREA = l37 AC 3,090 DESIGN FREQUENCY = 50 YRS KC= 307� 3,�9� PIPE HYDRAULIC DATA -�- STa.769+54 ORAINAGE AREA = 9.3/ q� DESIGN DISCHARGE - 5.6 CFS -L- STA.767+77 DESIGN HW ELEVATION = 3/33.47 FT DESIGN FREQUENCY = 50 YRS �00 YEAR DISCHARGE = 6.2 CFS DRAINAGE AREA = 1.60 AC DESIGN DISCHARGE = 27.6 CFS 3,�8� DESIGN FREQUENCY = 50 YRS 36'C�uP l00 YEAR HW ELEVATION = 3/33.60 FT 3,080 DESIGN DISCHARGE = 6.8 CFS ,^ DESIGN HW ELEVATION = 3/09.50 FT OVERTOPPING FREQUENCY= 500+ YRS �,� l00 YEAR DISCHARGE = 30.2 CFS DESIGN HW ELEVATION = 3/14.94 FT OVERTOPPING DISCHARGE _ 13.4 CFS l00 YEAR DISCHARGE = 7.4 CFS �00 YEAR HW ELEVATION = 3/09.65 FT OVERTOPPING ELEVATION = 3/36.33 FT 3,070 /00 YEAR HW ELEVATION = 3/l5.18 FT OVERTOPPING FREOUENCY= 500+ YRS � OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING DISCHARGE _�46.4 CFS 3,070 � OVERTOPPING ELEVATION - 3/36.58 FT N OVERTOPPING DISCHARGE _ 12.0 CFS a OVERTOPPING ELEVATION = 3/17.00 FT a 3,060 3,060 � w N RiC �C c 3,050 p„g,s,878-9560 3,050 � 900 Ritlgefieltl Drive Suite 3501 Raleigh. Norlh Carollna 276093960 NC Llcensa No_ F-01�2 d / Engineer5 � ConStruCtion Managers � Planners � SCienti5t5 �a www.Ack.com o� 3 040 FOR -L- PLAN SEE SHTS.10-11 R P i c�eawes�n,�o�s 3 040 , esuo�s��e eauei , �� �� 765 + 00 766 + 00 767 + 00 768 + 00 769 + 00 770 + 00 771 + 00 772 + 00 773 + 00 774 + 00 775 + 00 776 + 00 777 + 00 778 + 00 779 + 00 �,� �170 3,160 3,150 3,140 3,130 3,120 '�' -L- STAJ82+47.63 (OFFSET = 18'J �-J3.2273, EL = 3.104.40' -L- STAJ82+47.63 (OFFSET = 0'J EL = 3.104J6' 3���0 --"----_ EXISTWG GROUND� -------- , � - -� -� - - ._ ----- � B �I � ---------- Pl = 786+25.00 l-J 2.1920%- ---��-- -�="------_ �-13. � � �-V-_S08S.75' 0 2273/ (-/3 -PROPOSED GRADE -�----�-'--- 2273y / EL = 3.092.58' Q_ S-Ae 128� 81vOC � - ----____-�'�___ VC = 700' 157' LT -' 3,100 Pl = 779+00.00 - �-�376p e_ _''--- K= 264 -L- STA 789+57,7 i a EL = 3/09.50 �� -- 135.64' I T �; � Pl = 78/+50.00 � -"----------- '-- __ �-J32273i �PIKC IN ROOT OF + /� I)" �II D CH�HHY � 3,090 Ec = 3ioa.oz _ - `------------ Sa�sBi w a �_J-g... oo/ , � � PI = 783+50.00 5O-...e _ -,..... ` �'" � " EL = 3096.50 � ___ " � - ' --- o i 3,080 ...._ -......._.� " --- ,, END SP. CUT DITCH RT. -L- STAJ87+00.00 3,�7� EL = 3080.75 gEGIN LATERAL BASE DITCh -L- STA.788+50.00 EL = 3076.62 3,060 3,050 3,040 3,030 3,020 3,010 � 3,000 � � N N a a 2,990 � w � o� � 2,980 0 � i � Oa � \ � �� 779 + 00 780 + 00 781 + 00 782 + 00 783 + 00 784 + 00 785 + 00 � PIPE HYDRAULIC DAT A -L- STA.793+00 ORAINAGE AREA = 1.63 AC DESIGN FREQUENCY = 50 YRS DESIGN DISCHARGE = 5.7 CFS DESIGN HW ELEVATION = 304/.30 FT l00 YEAR DISCHARGE = 6.2 CFS l00 YEAR HW ELEVATION = 304/.39 FT OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING DISCHARGE = 20.4 CFS OVERTOPPING ELEVATION = 3045.17 FT � __ ,\ 786 + 00 787 + 00 788 + 00 789 + 00 790 + 00 -�- PROIECT REFERENCE NO. SHEET NO. /l %g� JF �% ROADWAY DESIGN HYDRAULICS � [NGINt[Ic I ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3,140 3,130 3,120 3,110 3,100 3,090 3,080 3,070 � '� � 3,060 ��"' � � 3 050 /rq�> _._... � ��/ = 792+00.00 = 3046.10 END LATERAL BASE -L- STA.793+00.00 EL = 3039.93 3,040 RCP LT. 3,030 = 3,020 = 3,010 = 3,000 2,990 FOR -L- PLAN SEE SHT. 12 P �RB,Ko� 2,9so sao Ridpaeem orma s�aa 3so i rzaiai9n. Nonn caroima z�soaaeso Nco�e�seNo F-oiiz Engineers I Construction Managers I Planners I Scientists www.rkk.com Responsive People I Creative Solu�ons 791 + 00 792 + 00 793 + 00 -�- PROIECT REFERENCE NO. SHEET NO. /l %g� JF %3 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3,060 � 3,050 \ 3,040 �,�,�P 3 030 3,020 3,010 3,000 2,990 � 3,080 3,070 2,960 2,950 2,940 � 2,930 a � N a a 2,920 � w � � 2,910 � 0 � � ,� - o° � �� �� 793 + 00 PIPE HYDRAULIC DATA -L- STA.793+00 DRAINAGE AREA = /.63 AC DESIGN FREQUENCY = 50 YRS DESIGN DISCHARGE = 5.7 CFS DESIGN HW ELEVATION = 304/30 FT l00 YEAR DISCHARGE = 6.2 CFS l00 YEAR HW ELEVATION = 304/.39 FT OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING DISCNARGE = 20.4 CFS OVERTOPPING ELEVATION = 3045.17 FT PROPOSED GRADE Pl = 798+40.00 EL = 3,02/.l9' VC = 500' K = 4023 � "�--_,, � % ,__ � �s.a�se� EXISTING GROUND � � � � -, �� - -__ �6 - ���Oi (-1 /.0/43% -L- STAJ96 EL = 2957.50 � � / -L- JI H./yy� EL = 2953.10 794 + 00 795 + 00 796 + 00 797 + 00 798 + 00 799 + 00 800 + 00 3,060 PIPE HYDRAUUC DATA -L- STA.803+56 ORAINA�E AREA = 64.75 AC DESIGN FREQUENCY = 50 YRS DESl6N DISCHARG'E _ 148.0 CFS DESl6N HW ELEVATION = 296/.53 FT l00 YEAR DISCNAR�E _ 172.0 CFS l00 YEAR HW ELEVATION = 2963.95 FT OVERTOPPING' FREQUENCY = 100+ YRS OVERTOPPING DISCHARGE _ 172.4 CFS OVERTOPPING ELEVATION = 2964.00 FT � -L- JI H.OUC'� EL = 2958.20 U. - 801 + 00 � J_.._... ,, 9�.. '2c9��% �.... .. 98' CMP 3,050 3,040 3,030 3,020 3,010 3,000 2,990 ` � - -- 2,980 � END LATERAL V DITCH`RT.` �''-,, /��6� -L- STA.806+00.00 �''� ��Di 2,970 EL = 2963.40 � � BEGIN LATERAL V DITCH RT. -L- STA.804+00.00 E� = 295�.02 2,960 <:J6�� . �+1.8:Q385/..-- �"' sgi � Pl = 804+65.00 2,950 EL = 2952.55 �I 30' CMP iy END LATERAL V DITCH LT. 2,940 �" � 928 -L- STA.805+19.38 _.. Op� /, 657p3 932.06 ,.._..,.. �+� 4.4098% 2,930 PIPE HYDRAULIC DATA -L- STA.804+70 DRAINAGE AREA = 20.09 AC Pl = 805+04.64 DESIGN FREQUENCY = 50 YRS EL = 2931.41 2,920 DESIGN DISCHARGE = 55.5 CFS FOR -L- PLAN SEE SHT. 13 DESIGN HW ELEVATION - 296374 FT Pl = 804+50.00 l00 YEAR DISCHARGE = 64.5 CFS EL = 2935.00 l00 YEAR HW ELEVATION = 2967.2/ FT P �e,s�a,a.seso 2,910 OVERTOPPING FREQUENCY = 50+ YRS sao R�a9er�em o�me s�ae 3so i Raie�9n. Nonn ca�oima z�sosseso Ncoce�seNo F-oiiz OV ERTOPPING DISCHAR(iE = 56.2 CFS e�9meers I conso-��tio� ma�a9e� I P�a��ers I sme�nsts OVERTOPPING ELEVATION = 2964.00 FT �w.n�k�om 802 + 00 rzespo„s��e aeopie I e�ae�e somuo�� 803 + 00 804 + 00 805 + 00 806 + 00 807 + 00 6 6 � ro � 2,980 2,970 2,960 2,950 2,940 2,930 2,920 2,910 2,900 2,890 807 + 00 808 + 00 809 + 00 810 + 00 -� � � -� _ - � _ _ � 2,940 2,930 2,920 2,910 - - 2,900 r-��.3 �i si �.-J 27733% 2,s90 _ �_ r� 811 + 00 = HYDRAULIC DATA -L- STABl5+98 �EA = 72.1 AC 1UENCY = 50 YRS tiARGE _ 150.0 CFS ELEVATION = 29/3J4 FT �CHARGE _ 190.0 CFS l ELEVATION = 29/4.59 FT 3 FREQUENCY= 50+ YRS � DISCHARGE _ 162.0 CFS � ELEVATION = 29�4.00 FT SHEET NO. HYDRAULIC� ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2,950 RN 6 E_=V-2�G/ -BYEo- STAe 7+06.00 iii� �r 2,940 -L- STA 817+92e11 246,63' LT IP IN A CONCe PROPERTY MON 2,930 Pl = 8/7+50.00 "'- __ EL = 2.907.65' ' -- __ VC = 1.250' 2,920 � ' --_ K = 273 Pl = 8I5+88.00 --'- --_ �- EL = 2908.30 ��/588 "'----- - �-� .......- - f+)1.9355%-- - O� ----__---- 2,910 --- ---� - - e..... �-J1.3/76% -"----- �. O (-128000% ---------------------------------- END LATERAL BASE DITCH RT. 2,900 BEGIN LATERAL V DITCH RT. -L- STA.Bl6+50.00 END LATERAL V DITCH RT. EL = 2909.50 -L- STA.Bl7+75.00 �-� 2���33% EL = 2906.00 BE�IN LATERAL BASE DITCH LT. 2,890 812+00 813+00 814+00 815+00 816+00 817+00 818+00 819+00 820+00 821+00 PIPE HYDRAULIC DATA -L- STA826+9/ DRAINAGE AREA = 45.62 AC DESIGN FREQUENCY = 50 YRS DESI�N DISCHAR�E _ lll.0 CFS DESIGN HW ELEVATION = 2886.52 FT l00 YEAR DISCHARGE _ 129.0 CFS l00 YEAR HW ELEVATION = 2887.10 FT OVERTOPPIN� FREQUENCY= 50+ YRS OVERTOPPING DISCHARGE _ �27.5 CFS OVERTOPPING ELEVATION = 2887.00 FT � N � W Q - - _�_ 2,940 - 2,930 � N Pl = 830+00.00 /00 YEAR HW ELEVATION = 2882.65 FT N J PROPOSED GRADE EL = 2,89/.l8' o� � OVERTOPPING FREQUENCY= 500+ YRS VC = 300' _ � K= 364/ OVERTOPP/NG DISCHARGE = 34.0 CFS �------------ ----------- �------------- __________________ _ OVERTOPPING ELEVATION = 2883.43 FT i - ---------------- (-J1.3/76% / ------------ --------_�-J1.4000% � ------- ----- EXISTING GROUND � ---"'---------_ _.._.._..__.._._ _. _..____ _ _._._.._._.._..__ _ ----- 60' RCP --'------- . ,.v id'/ ---------------- � Z�VVO �, a � N a a 2,870 � w � � N � 2,860 0 � o� �: 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00 831+00 - �- PROIECT REFERENCE NO /l %g� JF ROADWAY DESIGN ENGINEER FOR -L- PLAN SEE SHTS.14-15 Re�p��;�ePeopieic�een�esomno�� 832 + 00 833 + 00 834 + 00 PIPE HYDRAULIC DAT A -L- STA.832+48 DRAINAGE AREA = 5.3/ AC DESIGN FREQUENCY = 50 YRS DESIGN DISCHARGE = 20.9 CFS DESIGN HW ELEVATION = 2882.50 FT l00 YEAR DISCHARGE = 228 CFS 2,920 2tQ10 2,900 2,890 2,880 2,870 2,860 �so 835+00 6 2,920 2,910 2,900 2,890 2,880 2,870 2,860 2,850 2,840 835 + 00 836 + 00 837 + 00 2,920 2,910 2,900 838 + 00 � � 2,H9O END GRADE -L- STA.849+36.00 EL = 2.864.72' 2 880 Pl = 848+60.00 EL = 2.865.73' VC = l50' K = l28 BEGIN OVERLAY -L- STA.849+36.00 Z,S7O i�PROPOSED GRADE EL = 2.864.72' �'J25030% r-��.3283i 2,$(�Q �-1 L82/9% �+) 47g5�/" EXISTING GROUND � � - - - d ... a l8' RCP � � a ;, 2,$5� Pl = 848+94.00 END SP.CUT DITCH RT. � EL = 2859.00 -L- STA.849+50.00 w EL = 286/.68 � � N � 2,840 ; � �' o� � �� �� 848 + 00 849 + 00 850 + 00 851 + 00 l8' CMP i; 839 + 00 852 + 00 PIPE HYDRAULIC DATA -L- STA.842+07 840 + 00 841 + 00 842 + 00 843 + 00 L- STA.855+00.00 EL = 2.859.8/' -------- � ��� 853 + 00 854 + 00 855 + 00 856 + 00 844 + 00 845 + 00 — �— PROIECT REFERENCE NO R 99/5F ROADWAY DESIGN 846+00 847+00 848+00 SHEET NO. �� HYDRAULICS -"GINEER 2ED FINAL :OMPLETED 2,890 2,880 2,870 2,860 2,850 2,840 m :::::::::::::•����:•�:::e�:•�::::::::::::. � .............................................. . � .............................................. :::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::.."�::. :::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::: • � :::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::: iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ' 1 1 :::::::::::::::::::::::::::::::::::::::::::::::::::::: ...................................................... ...................................................... ...................................................... ...................................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::: ������������������������������������������������������ • • 1 ������������������������������������������������������ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ������������������������������������������������������ ������������������������������������������������������ : 1 ������������������������������������������������������ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ � ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ ������������������������������������������������������ : � 1 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ����������������������������������������������������� iiiiiiiiiiiiiiiiiiiii��������� ��������������������� � ��������������������� iiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiii � ��������������������� ..................... - � .� ...�� ...... ���•.,-' � .� • . � � •' . � 6 3,120 3,110 3,100 3,090 3,080 3,070 3,060 3,050 3,140 = 3,130 = 3,120 3,110 3,100 3,090 � 3,080 � � � a a 3,070 � w � � N � 3,060 0 � � o� � �� �� 9+00 BEGIN GRADE -Y32A- STA.I -L- STA.686-� EL = 3.071.76' � PROPOSED GRADE Pl = ll+10.00 EL = 3,072.0/' �� _ � � (+J0.4465% ------------------- �+)2.4' 10+00 _� 11 + 00 � -. Y32A Y33 Y34 PROIECT REFERENCE NO SHEET NO. � �9i �F �� ROADWAY DESIGN HYDRAULICS . . ENGINEER ENGINEER 3,120 3,160 3,160 3,180 3,110 3,150 3,150 3,170 3,100 3,140 3,140 3,160 END GRADE -Y32A- STA.Il+90.00 EL = 3.074.00' 3,090 3,130 3130 3150 3,080 3,120 ��-----------------` '�--,. 3,070 3,110 � , ----- (- 3,060 3,100 3,050 3,090 3,040 3,080 12 + 00 13 + 00 _ � _ � � 10+00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BEGIN �RADE ' � BEGIN GRADE 3,150 -Y33- STA./0+55.74 = -y - Tq / + _ -L- STAJl5+53.76 54'RT -L- STAJ32+82.62 54' RT � EL = 3,108.96' Pl = Il+/0.00 EL = 3.133.00' p/ _//+85.00 EL = 3J08.79' 3 120 3 140 3,140 SAG VC = 90' ' ' EL = 3.133.39' �-Y33- STA. 11 +02.60 K= l20 END GRADE VC = 70' ` PROPOSED� -Y33- STA.12+00.00 �+)0.3030% K - l66 ______________________�- � GRADE EL - 3.109.18' EXISTING -� + �.%25 . '�-"----�-- EXISTING GROUNDJ � � ------------- _________________________GROUND__t_�3,j�O 3,�30 � 7D�133% (+J0.4 67% � PROPOSED �-14,� +) 3,3429�---�-� END GRADE GRADE � ��O p __.. �.- -Y34- STAJ2+25.00 � 2a RCP EL = 3,133.68' 3,100 3,120 Pl=ll+25.00 3,120 EL=3/26.00 END LATERAL V DITCN RT. -Y34- STAJ2+30.00 EL = 3l29.5/ 3,090 3,110 3,110 BEGIN LATERAL V DITCH RT. -Y34- STA.Il+00.00 3,080 3,100 EL = 3/27.00 00 END GRADE 10+00 11+00 12+00 13+00 14+00 15+00 BEGlN GRADE -Y35- STA.16+77.18 = -L- STA.755+97.22 42' RT EL = 3,103.56' PI = 17+80.00 EL = 3.IO2.9/' VC = l00' K = /07 PROPOSED GRADE� � -------'-�----------------------- -- ---- - -''� f-10.6322% �.�f�0. G �, \ - �EXISTING GROUND SAG � - -Y3: 16+00 17+00 18+00 10+00 -Y35- STA.l9 EL = 3.103.27' + 19+00 11 + 00 12+00 -Y35- 13+00 _� � 3,140 3,130 3,120 3,110 ........................................................... . ����������������������������������������������������������� 1 1 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ........................................................... ����������������������������������������������������������� 1 : 1 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ���������������������������������������������������������� �����������������������uu������ ..................... ��������������������� 1 1 iiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiii �������������������� ��������� ������ � ���•.,-' � • � � �.� .• II` • ' � � ��� •• �� '�' �� � � 11+00 12+00 13+00 6 2,960 2,950 2,940 2,930 2,920 2,910 --- 2,900 2,890 2,880 END GRADE -Y36- STA.14+39.96 = -L- STA.Bl8+25.18 44.75 LT EL = 2.9/4.43' BEGIN GRADE BEGIN GRADE -Y36- STA.l5+14.93 = -Y36- STA.Il+90.00 -L- STA.818+44.39 32.75 LT EL = 2.91/.58' EL = 2.909.92' Pl = 13+80.00 EL = 2,9/4.98' PIPE HYDRAULIC DATA -Y36- STA.16+50 DRAINAGE AREA = 3.24 AC DESIGN FREQUENCY = 50 YRS DESIGN DISCHARGE _ 13.4 CFS DESIGN HW ELEVATION = 2907.25 FT l00 YEAR DISCHARGE _ 14.6 CFS l00 YEAR HW ELEVATION = 2907.6/ FT OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING DISCHARGE _ �9•4 CFS OVERTOPPING ELEVATION = 2909.27 FT VC - 90 K = 29 END GRADE Pl = 12+50.00 Pl = 15+95.00 -y36- STA.l7i EL = 2.9/2.25' EL = 2.908.50' VC = l00' VC = l00' EL = 2,909.39' K = /0/ EXISTWG ; K = 43 �-)1.0000`. GROUND � (+)20997% SAG PROPOSED GRADE- / '------�-� - "'-- -Y36- STA. 16+20.55' ' (+12.099%7- � '' ,,� -1/.7 � ��' 698' PROPOSED GRADE \CREST �''--------"-- (+)(7.5727% -Y36- STA. 13+95.96 � - � � (-J /.267/% BE6/N LATERAL V DITCH RT. -Y36- STA.l5f23.69 EL = 2906.00 END LATERAL V DITCH RT -Y36- STA.16+42.86 EL = 2904.49 12+00 13+00 14+00 15+00 3,170 BEGIN GRADE -SRI- STA.10+00.00 EL = 3.148.00 3,160 - Pi =-io+a5.00 EL - 3,150.67' �� VC - l60' \ K - / . 3,150 �`, �+�3.�a29% r_ ��� 1� j .- �5�3'3pi 6(' 'i '�-� 16+00 17+00 PIPE HYDRAUUC DATA -SRI- STA.10+40 DRAINAGE AREA = 4.38 AC DESIGN FREOUENCY = 50 YRS DESIGN DISCHARGE _ 13.5 CFS DESIGN HW ELEVATION = 3/45.70 FT l00 YEAR DISCHARGE _ 14.7 CFS l00 YEAR HW ELEVATION = 3/45.90 FT OVERTOPP/NG FREQUENCY= 50+ YRS OVERTOPPING DISCHARGE _ �4.0 CFS OVERTOPPING ELEVATION = 3/45.80 FT •_ Op���', � �� `� '-- �` ,, . ' , -.. � _ ,.._..,.''-�_,_ _.._ 3,140 , ik���� , ,...., �1 �,C REST /`� E 2�rC5P Q -SRI- STA. 10+65.04 I'l = IJrVU.VV I 3,130 EL = 3/35.50 BEGIN SP.LAT.V DITCH Lr -SRI- STA.Il+6g.73 EL = 3l44.00 3,120 END SP.L^T �� nir�u ir -sRi- sr EL = 3/4� Pl = 10+35.00 � 3,110 EL = 3/43.50 � BEGIN SP.LAT.V DJTC N -SR1- STAJ0+00.00 Q EL = 3/45.8/ a 3,100 � � � 3,090 P��Re,�o� � 9oa Rmeaeem od�a s�ue 3so � Raiaipn, Nonn c�ror a z�so�ssso Nc o��se No. F-o� i z � i Engineers I Construction Managers I Plannero I Scientists � �w.�kk.�om FOR -Y36- PLAN SEE SHT. 14 o� Re�po����eaeope c,�au�esoi�,o�s FOR -SRI- PLAN SEE SHTS. 9-10 No �� ��+�� ��+�� �2+0� �'J -------------------------� 18+00 19+00 Pl = 15+55.00 EL = 3.126.08' VC = l20' K=64 �!523,3�� (+I,2.0700%.__..__ _____. -. _._.____._..__._... '" �T - -"' " PROPOSED GRADE I __ --/-/3 zr„z-_�• ._., 'l- STA.17+38.00 = 3/29.60 Pl =-18+60.00 EL - 3.l15.83' �� _ 30 �, � Y36 PROIECT REFERENCE NO SHEET NO. � �9i �F �� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER . � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i������������������������������� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i������������������������������� . � ............................... � I .:::::::::::::::::::::::::::::: iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i������������������������������� i������������������������������� i������������������������������� i������������������������������� i������������������������������� . � ............................... � i������������������������������� i������������������������������� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i������������������������������� i������������������������������� i������������������������������� i������������������������������� i������������������������������� i������������������������������� ' 1 1 �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i������������������������������� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ' ' � � ............................... I ::::::::::::::::::::::::::::::: � ............................... � ............................... � ............................... I ::::::::::::::::::::::::::::::: I ::::::::::::::::::::::::::::::: : � -SR1- 3,170 3,160 3,150 3,140 3,130 3,120 Pl = 2/+30.00 3,110 EL - 3,093.96' VC = 350' K= 50 3,100 �, /8�999i �-�i.i3iii 3,090 21+00 22+00 23+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 � � I.... 3,160 �,150 �,140 �,130 ,120 , -- , END GRADE —SRI— STA.26+03.6/= ,110 —Y35— STA.13+49.3/24'RT EL = 3.089.37 Pl = 25+50.00 ,100 � EL — 3.089.2/' vc = ioo� PROPOSED GRADE� K = 70 � SAG 090 —SRI— STA. 25+79A4� —EXISTING GROUND �—��J3/l% ' � --------------"(+J0.3000% _ -------�----------------�----- 23+00 24+00 25+00 26+00 DW1 3 170 3,170 3 160 3,160 BEGIN GRADE —DWI— STAJ0+00.00 3,150 EL = 3,i24.o�� 3,150 Pl = l0+10.00 EL = 3.124.10' �� = 2�� 3 140 K- 2 3,140 Pl = 10+60.00 EL = 3,l18.4/' END GRADE 130 Kc- 2 0� _a-vi_ sra.io+�o.�3= 3,130 —L— STAJl9+99J6 422T (+)0.3000% EXISTING GROUND , EL = 3ll8.62' l// —` � ,�20 '`�8j��'`� _ 3,�2� � (+12.0000% � � PROPOSED GRADE � ,110 3,110 � � � N a � ,100 3,100 � w � � � ,090 3,090 0 d 3 o� 3 080 3 080 ��i �0+�� ��+�� �,� —HI.I.CJJ— Jl H.IUT`tC.VU I � I I I I I I I I I I I I I EL = 3,1/8.62' Pl = 10+60.00 EL = 3.l17.36' p/ _ //+30.00 VC = 25' EL = 3.l10.15' K —8 VC= 50' K = 5 END GRADE —ACCESS— STA.12+29.73 EXISTING GROUND --"�� EL = 3.l10.15' �i'f � i � i � � i ' �� , , i,���„ _ _ . ' `. r PROPOSED GRADE ��+�� ��+�0 �2+�� S R 1 � PROIECT REFERENCE NO SHEET NO. ,� ?9� �� �a ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ........I.... DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3,140 3,130 3,120 3,110 3,100 3,090 -ACCESS- RiC �C P'.�919)878-9660 900 Rldgefleld �rlve Suite 35� I Ralelgh. Norlh Garolina 27609-3960 NC Llcense No. F-01'2 R—$Rl— PLAN $EE $HT. 10 En9ineers I consimctio� Manaqers I P�anners I scientists R—DWI— PLAN SEE SHT. 7 '"'""`"`k0°"' R—ACCESS— PLAN SEE SHT. 7 Respo�s�ePeoc�ie�c�ean�esoi�io��