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HomeMy WebLinkAbout20160982 Ver 1_401 Application_20161012 Carpenter,Kristi From:Dagnino, Carla S Sent:Wednesday, October 12, 2016 12:38 PM To:Steve Kichefski (steven.l.kichefski@usace.army.mil); Chapman, Amy Cc:Al-Ghandour, Majed N; Beam, Patricia; Carpenter, Larry S; Hood, Donna; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account - Roadway Design; Staley, Mark K; Wilkins, Ronald B; Ayscue, Phillip W; Harmon, Beth; marella_buncick@fws.gov; clarence.coleman@fhwa.dot.gov; Cynthia VanDerWiele; Joyner, Drew; Militscher, Chris (militscher.chris@epa.gov); Monte Matthews (Monte.K.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov); Morgan, Stephen R; Rivers, Vincent N; Turchy, Michael A; Zerman, William S; Lovinggood, Ray D; Conforti, John G Subject:Permit Application for R-3100, Catawba County Follow Up Flag:Follow up Flag Status:Completed The Permit Application for R-3100 has been posted to the NCDOT website. The electronic copy can be viewed / downloaded at https://connect.ncdot.gov/resources/Environmental/ This email serves as NCDOT’s permit application submittal to the NC Division of Water Resources. A hard copy will be provided to the US Army Corp of Engineers. Thank you! Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdagnino@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 1 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 7'I'R'7'l.S�7fJl'tC! tl p7t OCtObeY 12, 2016 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steve Kichefski NCDOT Coordinator PAT Mc�RORY Co�ern�r 1�IICH�LAS J. TENNYS�N SecreYcrry Subject: Application for Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed widening of NC 16 from SR 1801 (Claremont Road) to SR 1895 (Tower Road) in Catawba County, Federal Aid Project No. STP-0016(53), Division 12, TIP No. R-3100 A& B, Debit $570 from WBS 34522.1.4. Reference Corps ID: SAW-2009-0902 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen NC 16 from the current 4 lane section east of Conover at 1801 (Claremont Road) to the current 4 lane section west of Denver near SR 1895 (Tower Road) Catawba County. The project is approximately 8.2 miles in length. The project has been divided into A and B sections for design purposes, but was recently combined into one project for bid and construction purposes. Previously dividing the project resulted in separate roadway and hydraulic design �les for each section. Please see the enclosed ENG 4345, Division of Mitigation Services (DMS) mitigation acceptance letters, permit drawing review minutes (4B and 4C), State Stormwater Management Plan (SMP), permit drawings, and design plans for the above referenced project. Purpose and Need: The purpose of this project is to upgrade the existing roadway to a multi-lane facility to improve traffic flow, increase safety, reduce travel times and provide more efficient vehicle operation. NC 16 is a major north-south route in the western piedmont of North Carolina. This portion of NC 16 serves as a radial route between Charlotte and Newton. NC ] 6 is also heavily used to access Interstate 40. Existing NC 16 is operating at Level of Service D from north of Tower Road (SR 1895) to Caleb Setzer Road (SR 1800), and Level of Service C for the remaining portion of the project. The proposed improvements to NC 16 will improve the level of traffic service to Level of Service B from north of Tower Road to Bethany Church Road, and Level of Service C or better for the remainder of the project. -�"�'Nothing Carnpares:�n State of North Carolina I Depadment of Transportation � PDEA-Natura] Environmeut Section 1020 Bircl� Ridge Dnve, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-57R5 F Summary of Jurisdictional Impacts: Impacts for the overall project include approximately 0.20 acre of permanent wetland impacts, 2,364 linear feet of permanent stream impacts (1,7241inear feet of fill and 6401inear feet of bank stabilization), and 0.09 acre of temporary stream impacts (see Tables 2 and 3 for a breakdown of impacts). Summary of Utility Impacts: Utilities will be replaced in the road shoulder and are thus accounted for in the project impacts. There will be no additional impacts associated with utility relocations for this project. Summary of Miti _ ag tion: The project has been designed to avoid and minimize impacts to jurisdictional areas throughout the National Environmental Policy Act (NEPA) and design processes. However, project impacts will necessitate compensatory mitigation for the unavoidable impacts. NC Division of Mitigation Services (DMS) will provide all required mitigation for this project. See Tables 1 and 2 for a summary of impacts and Table 4 for a summary of proposed mitigation. These mitigable impacts include 1,724 linear feet of permanent stream impact and 0.2 acre of permanent wetland impact. It has been determined that onsite mitigation is not an option for this project. NEPA DOCUMENT STATUS An Environmental Assessment (EA) was completed for this project in January 1998. A Finding of No Significant Impact (FONSI) was completed in December 1998. In addition, a Re-evaluation of the EA & FONSI was completed in July 2012. A Federal Highways (FHWA) for a Right of Way Consultation was completed in Apri12013. A second FHWA for a Right of Way Consultation was completed in October 2014. A FHWA Construction Consultation will be completed in October 2016. Copies of the above documents are available upon request. In compliance with the NEPA/404 Merger Process, the following Concurrence Points were reached for this project: R-3100 A: 4B: June 19, 2013 4C: March 19, 2014. R-3100 B: 4B: June 19, 2013 4C: July 22, 2015. PROJECT SCHEDULE The project is currently scheduled to let to construction on April 18, 2017, with a review date of February 28, 2017. INDEPENDENT UTILITY The subject project is in compliance with 23 CFR Part 771.1ll(� which lists the Federal Highway Administration (FHWA) characteristics of independent utility of a project: (1) The project connects logical termini and is of sufiicient length to address environmental matters on a broad scope, (2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area; (3) The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. R-3100 Individual Permit Application Page 2 of ll RESOURCE STATUS Waters within the project area are located in the Catawba River Basin (HUC 03050101 and 03050102, within subbasins 03-08-32 and 03-08-35). Bee Branch, Unnamed Tributaries to Bee Branch, and Unnamed Tributaries to Maiden Creek are High Quality Waters and Water Supply II Waters located within the project area. Wetland and stream determinations within R-3100 were conducted using the field delineation method outlined in the ] 987 Corps of Engineers Wetland Delineation Manual. Mr. Steve Lund of the U.S. Army Corps of Engineers (USACE) and Polly Lespinasse of the North Carolina Division of Water Qualiry (DWR) field verified the wetlands and surface waters on March 10, 2009. This Section 404 Individual Permit application includes a request for a reveri�cation by way of a Preliminary Jurisdictional Determination of the resources included in the R-3100 project area. 303 d) Impaired Waters: Maiden Creek is currently listed on the North Carolina 2014 Final 303(d) list of impaired waters for having impaired ecological/biological integrity for benthos. IMPACTS TO WATERS OF THE U.S. Tables 1 and 2 summarize the impacts to jurisdictional water resources for R-3100. 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. As previously mentioned, project R-3100 was divided for design purposes, and was just recently merged as one project. As the project is viewed from west to east (left to right) the B section is the western (lefi) section, and ihe A section is the eastern (right) section. Therefore, the impacts below are described in order from Secrion B to A. Otherwise, R-3100A Site 1 would begin in the middle of the project. R-3100 B � R-3100 A Site 1 � Site 7 Site 1 � Site 10 Table 1— R-3100 Wetland Impacts* Permanent Mcchanized Site W�tland Wetland Size Fill in Excavation Clcaring Number (ac) W�tlands (ac) (ac) R-3 ] 00 A- Site 6 R-3 ] 00 A- Site 7 R-3 ] 00 A- Site 8 (ao) R-3100 B— No wetland i W4 0.06** 0.06 WS 0.10** 0.10 W6 0.04** -- � TotalImpacts� 0.16 * All wetlands impacted are riparian ** Total take of wetland R-3100 Individual Permit Application Page 3 of 11 0.02 0.02 0.02 0.02 Impacts Requiring Mitigation (ao� 0.06 0.10 0.04 0.20 l able l— K-31UU �tream lmpacts Permanent Temporary ACOE DWR Permit Site Stream Name/ Status/ Channel Bank Channel Required Required NRTR ID Class Impacts Stabilization Impacts Mitigation Mitigation lf/ac lf/ac (ac/lfj (l� (1� R-3100 B UT to Smyre Creek Perennial 99 48 <0.01 s�t� i s3a & s3b c �o.oi� �<o.ol� �ss� 99 0 R-3100 B UT to Smyre Creek Perennial 465 39 0.01 465 504 Site 2 S2a, S4a, S4b C (0.05) (<0.01) (43) R-3100 B UT to Smyre Creek Perennial 177 <0.01 177 177 s�t� za ss� c �o.oz� __ �33� R-3100 B UT to Smyre Creek P�rennial 22 <0.01 0 0 Site 3 (west) S6c C (<0.01) (27) R-3100 B UT to Smyre Creek Perennial 66 10 <0.01 Sitc 3(central) S6b C (<OA1) (<0.01) (16) 66 0 R-3100 B UT to Smyre Creek Perennial 17 <0.01 0 0 Site 3 (east) S6a C (<0.01) (45) R-3100 B UT to Maiden Creek Perennial 172 10 <0.01 172 182 Site 4 S9a, S9b, S9c WS-II, HQW (0.01) (<0.01) (43) R-3100 B UT to Maiden Crcek Perennial 92 66 <0.01 92 158 Site 5 S10a, S10b WS-II, HQW (0.02) (<0.01) (16) R-3100 B UT to Smyre Creck Perennial 40 <0.01 Sitc 6 S6a C (<OA1) (14) 0 0 R-3100 B UT to Smyre Creek Perennial 84 <0.01 0 0 s�ti� � s6o c -- �o.oi� �19� 1,071 336 0.03 Total Stream Impacts for R-3100 B: 1 407 (311) 1,071 1,021 � R-3100 A Bce Branch Perennial 163 �� <0.01 163 240 Site 1 S12 A WS-II, HQW (0.02) (51) HUC Line T 03050102 �, 03050101 R-3100 A UT South Fork Creek Perennial 74 82 0.01 �4 156 s;te z si3 ws-Iv �0.04� �3s� R-3100 A UT South Fork Creek Perennial 76 104 ��'�� 76 180 s�te 3 s�4 ws-iv �0.03� �a4� R-3100 A UT South Fork Creek Intermittent 35 10 <0.01 35 0 s�te 4 szo ws-Iv �<o.oi� �20� R-3100 A UT South Fork Creek Intermittent 43 6 <0.01 43 0 s�ti� s s2ia ws-Iv �o.oi� �zo� R-3100 A y�etland Impacts Only -- -- -- -- -- Sites 6-7 R-3100 A UT South Fark Creek Intermittent 42 Site 8 S22 WS-IV (<OA1) -- 42 0 R-3100 A UT South Fork Creek Percnnial 220 25 <0.01 220 245 s�t� 9 s24 a&B ws-Iv �0.04� �sl� R-3100 A UT South Fork Creek Perennial <0.01 0 0 Sitc 10 Not in NRTR WS-N (22) Total Stream Impacts for R-3100 A: 653 ��� 304 ����� 653 821 Total Stream Impacts for R-3100: 1,724 640 0.09 1,724 1,842 2,364 (537) R-3100 Individual Permit Application Page 4 of 11 R-3100 B Permit Site 1: The wider roadway slopes will require the removal of the existing 6' x 6' box culvert, and replacement with a 6' x 7' culvert. This replacement will result in 991inear feet (0.01 acre) of permanent stream impact, and 48 linear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 55 linear feet (<0.01 acre) of temporary stream impact. R-3100 B Permit Site 2: The wider roadway slopes will require the removal of the existing 6' x 6' box culvert, and replacement with a 10' x 10' culvert with 3' alternating baffles. It will also result in the relocation of a parallel stream to NC 16. The culvert replacement will result in 521inear feet (<0.01 acre) of permanent stream impact, 391inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 11 linear feet (<0.01 acre) of temporary stream impact. The channel re-alignment will result in 413 linear feet (0.05 acre) of permanent stream impact, and 32 linear feet (<0.01 acre) of temporary impact. Avoidance: A 300' retaining wall will be installed on the south side of the road to avoid permanent loss of water impact to the stream. This was added pursuant to agency discussion at both the 4B and 4C meetings to keep jurisdictional resource impacts limited to one side of the road. Minimization: The culvert will contain 3' alternating baffles to maintain the "natural" stream width of 7' through the culvert. Site 2A was created to separate the impacts with an adjoining tributary for permitting purposes. It was evaluated in the 4B and 4C Concurrence Meetings with Site 2. The confluence of this tributary with Site 2 will result in 1771inear feet (0.02 acre) of permanent stream impact, and 33 linear feet (<0.01 acre) of temporary stream impact. R-3100 B Permit Site 3: Site 3 has three impacts. The first (most westerly) is bank stabilization to attenuate stormwater/ prevent stream bank erosion to the receiving stream from stormwater drainage. This impact will result in 221inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 271inear feet (<0.01 acre) of temporary stream impact. The second (center, intersecting road crossing) is the replacement of a 48" corrugated metal pipe, with a 54" reinforced concrete pipe to accommodate for a grade change and intersection tie-in to NC 16. This site was re-evaluated after concurrence point 4C meeting due to stream velocity/ scour concerns with the steep grade on the existing, and replacement structure. To ensure long-term stability of the stream, and considering the current structure does not allow for aquatic passage, a drop box was added to the pipe structure. This allows for the energy dissipation to occur inside the structure. The previous design had a 1.9% slope and a V 10 = 9.0 fps. The revised design with a drop structure allows the pipes to be placed at a 0.3% grade and an outlet velocity of V 10= 7.5 fps. This impact will result in 661inear feet (<0.01 acre) of permanent stream impact, l O linear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 161inear feet (<0.01 acre) of temporary steam impact. NCDOT requests a burial exemption for this 54" RCP structure. R-3100 Individual Permit Application Page S of ll The third (most eastern) is bank stabilization to attenuate stormwater/ prevent stream bank erosion to the receiving stream from stormwater drainage. This impact will result in 171inear feet (<OA 1 acre) of permanent stream impact by way of bank stabilization, and 45 linear feet (<0.01 acre) of temporary stream impact. R-3100 B Permit Site 4: The wider roadway slopes will require the removal of the existing 5' x 5' box culvert, and replacement with a 60" reinforced concrete pipe. This impact will result in 1721inear feet (0.01 acre) of permanent stream impact, l O linear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 43 linear feet (<0.01 acre) of temporary stream impact. At the 4C meeting, there was a request to use a corrugated pipe in anticipation the corrugation may prevent water acceleration in the pipe. Even after designing the corrugated pipe, there were still stream velocity/ scour concerns. The Division also expressed long term maintenance concerns with a 60"corrugated steel pipe. (Corrugated steel pipes tend to rust out over time and replacement under a major highway becomes problematic in the future.) To ensure long-term stability of the stream, and considering the current structure does not allow for aquatic passage, a drop box was added to the pipe structure (similar to Site 3). NCDOT also requests a burial exemption for this 60" RCP structure. R-3100 B Permit Site 5: The wider roadway slopes will require the removal of the existing 7' x 6' box culvert, and replacement with a 7' x 8' box culvert. This impact will result in 921inear feet (0.02 acre) of permanent stream impact, 661inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 161inear feet (<0.01 acre) of temporary stream impact. R-3100 B Permit Site 6: Increased stormwater flow and concerns that increased erosive velocities could result in erosion to the receiving stream resulted in the addition of Site 6 between Concurrence Point 4B and 4C. At the Concurrence Point 4C meeting, agencies agreed the stream impacts were warranted, but encouraged a re-evaluation of the drainage ditch. Instead of a continuous rip-rap lined ditch to the stream, the ditch gradient was reduced, and a 30" corrugated steel pipe was added to carry the stream down the steepest reach of the system. The pipe will outlet into a rip rap lined pad to attenuate velocity. This riprap will continue to the streambank and result in 401inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and 14 linear feet (<0.01 acre) of temporary stream impact. R-3100 B Permit Site 7: Site 7 was added after the Concurrence Point 4C meeting resulting from concerns the 300 foot retaining wall, added to avoid/minimize impacts to UT to Smyre Creek, may require protection from erosion during high flow events. This riprap protection will result in 841inear feet (OA1 acre) of permanent stream impact by way of bank stabilization, and 191inear feet (<0.01 acre) of temporary stream impact. R-3100 Individual Permit Application Page 6 of ll R-3100 A: R-3100 A Permit Site 1: The wider roadway slopes will require the removal of the existing 7' x 7' box culvert, and replacement with a 7' x 8' culvert. This replacement will result in 163 linear feet (0.02 acre) of permanent stream impact, 771inear feet of permanent stream impact by way of bank stabilization, and 51 linear feet (<0.01 acre) of temporary stream impact. Minimization: The existing 7' x 7' box culvert is perched. The new structure will be buried 1' and will reestablish the potential for aquatic passage. R-3100 A Permit Site 2: The wider roadway slopes will require the removal of the existing double barrel9' x 8' box culvert, and replacement with a double barrel9' x 9' culvert. This replacement will result in 741inear feet (0.04 acre) of permanent stream impact, 821inear feet of permanent stream impact by way of bank stabilization, and 381inear feet of (0.01 acre) temporary stream impact. Minimization: The culvert will have a floodplain bench and high sill to direct low flows to one barrel to maintain continuity of stream width through the culvert to prevent over-widening and to allow for aquatic passage. Minimization: The existing 9' x 8' box culvert is perched. The new structure will be buried 1' and will reestablish the potential for aquatic passage. R-3100 A Permit Site 3: The wider roadway slopes will require the removal of the existing double barrel9' x 8' box culvert, and replacement with a double barrel9' x 9' culvert. This replacement will result in 761inear feet (0.03 acre) of permanent stream impact, 1041inear feet of permanent stream impact by way of bank stabilization, and 241inear feet (<0.01 acre) of temporary stream impact. Minimization: The culvert will have a floodplain bench and high sill to direct low flows to one barrel to maintain continuity of stream width through the culvert to prevent over-widening and to allow for aquatic passage. R-3100 A Permit Site 4: The wider roadway slopes will require the removal of the existing 30" corrugated metal pipe, and replacement with a 30" reinforced concrete pipe. Jurisdiction of the intermittent stream (UT to S. Fork Creek) begins at the outlet of the existing 30" pipe. This replacement will result in 35 linear feet (<0.01 acre) of permanent stream impact, l O linear feet of permanent stream impact by way of bank stabilization, and 201inear feet (<0.01 acre) of temporary stream impact. R-3100 A Permit Site 5: The wider roadway slopes will require the removal of the existing 18" reinforced concrete pipe, and replacement with a longer 18" reinforced concrete pipe. Jurisdiction of the intermittent stream (UT to S. Fork Creek) begins at the outlet of the existing 18" pipe. This replacement will result in 43 linear feet (0.01 acre) of permanent stream impact, 6linear feet of permanent stream impact by way of bank stabilization, and 201inear feet (<OA1 acre) of temporary stream impact. R-3100 A Permit Site 6: The wider roadway slopes and drainage features will impact (by way of iill) Wetland W4. This impact will result in permanent fill to 0.06 acre of wetland (the entire wetland). R-3100 Individual Permit Application Page 7 of ll R-3100 A Permit Site 7: The wider roadway slopes will impact (by way of fill) Wetland W5. This impact will result in permanent fill to 0.10 acre of wetland (the entire wetland). R-3100 A Permit Site 8: The wider roadway slopes and drainage features will impact (by way of fill) Wetland W6. This iinpact will result in permanent excavation and mechanized clearing of 0.04 acre of wetland (the entire wetland). A stream that exits this wetland will also be impacted. This impact will result in 42 linear feet (<0.01 acre) of permanent stream impact. R-3100 A Permit Site 9: The wider roadway slopes will require the removal of the existing 7' x 7' box culvert, and replacement with a 7' x 8' box culvert. This replacement will result in 220 linear feet (0.04 acre) ofpermanent stream impact, 25 linear feet of permanent stream impact by way of bank stabilization, and 51 linear feet (<OA1 acre) of temporary stream impact. Minimization: Sills will be placed at the entrance, exit, and every 50 feet to help attenuate stream flow in the culvert. R-3100 A Permit Site 10: The wider roadway fill and new stormwater drainage system will result in the removal of the existing 24" reinforced concrete pipe, and replacement with a 42" concrete pipe. This will result in 22 feet (<0.01 acre) of temporary stream impact. FEDERALLY PROTECTED SPECIES Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of April 2, 2015, the USFWS lists three federally protected species for Catawba Counry (Table 3). Summary of Species with Habitat: Dwarf-flowered heartleaf: Walking visual surveys of all areas of potential habitat were conducted in April 2013. No individuals of this species have been identified within the project and there are no known occurrences within ].0 mile of the project. Schweinitz's sunflower: Walking visual surveys of all areas of potential habitat were conducted in September 2013, and October 20l 5. No individuals of this species have been identified within the project and there are no known occurrences within 1.0 mile of the project. Northern long-eared bat: NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. NCDOT may presume its determination is informed by best available information and consider Section 7 responsibilities fulfilled for NLEB Table 3— Federallv protected species listed for Catawba Scientific Name is tiexasry�as nan��ora Helianthus schweinitzii Common Name Northern long-eared bat Dwarf-flowered heartleaf Schweinitz's sunflower Federal Habitat Status* Present T Yes T Yes E Yes *May Affect — NLEB is exempt due to consistency with the 4(d) rule. R-3100 Individual Permit Application Page 8 of 11 Biological Conclusion No Effect No Effect INDIRECT CUMULATIVE IMPACT ANALYSIS Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H .0506(b)(4) require that the DWR determine that a project "does not result in cumulative impacts, based on past or reasonably anticipated future impacts, that cause or will cause a violation of downstream water quality standards." An Indirect and Cumulative Effects Screening Report was completed for this project in 2014. Copies of this report are available upon request. This report concluded the following: The project is not expected to notably reduce travel times as a result of added capacity. The addition of a center median may alter the way some properties are accessed, but access will not be removed from any parcels and the project is not expected to alter regional travel patterns. The project will not create any new land use nodes. The timing of development activities in the FLUSA is not necessarily dependent upon construction of the project, but rather upon the availability of public utilities, as well as market conditions. Based on the information analyzed, the indirect land use effects screening tool indicates a lower level of concern for indirect and cumulative effects potential as a result of the project, and suggests that further examination of indirect and cumulative effects is not likely to be warranted. CULTURAL RESOURCES In a letter dated September 13, 1995, the SHPO recommended that no archaeological investigation be conducted for the proposed project. Pursuant to 36 CFR Part 800.4, the North Carolina State Historic Preservation Office (SHPO) was consulted and recommended an architectural historian survey the area of potential effect (see letter dated September 13, 1995 in Appendix C of the 2008 FONSI). NCDOT investigated the area of potential effect and found no properties either listed or eligible for listing in the National Register of Historic Places. Therefore, no further compliance with either Section 106 of the National Register Act of 1966 or with the Section 4(� of the Department of Transportation Act of 1966 is required. FEMA COMPLIANCE The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations. WILD AND SCENIC RIVER SYSTEM The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended). 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. 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 R-3100 Individual Permit Application Page 9 of ll and channelization through wetlands. Existing drainage patterns to the wetlands have been kept to maintain the hydrology feeding the wetlands. Other specific examples of avoidance and minimization measures include: • NCDOT avoided impacts to S 1 a and b and W 1(reference S 1 in NRTR, Figure 3a). • NCDOT avoided impacts to S 13 a and b by widening to the north at this location (reference S 13 in NRTR, Figure 3i). • Drainage system outlets utilize energy dissipation devices such as pre-formed scour holes and rip rap pads as well as grassed channels and swales. • The project crosses Bee Branch and several ditches outlet to swales located in the Bee Branch drainage, which has a classiiication of WS-II, HQW. Grass swales meeting DWR criteria to maximum extent practicable are proposed on the three quadrants that drain directly into the Bee Branch crossing to treat roadway drainage. Other ditches within the Bee Branch drainage area have been designed with 3:1 side slopes to the maximum extent practicable and longitudinal slopes a flat as practicable. In addition, preformed scour holes have been used at cross pipe outlets to provide diffuse flow in overland areas. The project area located within the South Fork Mountain Creek drainage area has a classification of WS-IV. Grass swales meeting DWR criteria to the maximum extent practicable have been designed at all points of discharge into the streams as identified in the NRTR. In addition, preformed scour holes have been used at cross pipe outlets to provide diffuse flow in overland areas. Further, two rip-rap energy dissipator basins have been designed to provide diffuse flow in one overland area and reduce flows to non-erosive velocities in another. Site Specific Avoidance and Minimization Measures (Ma,�peated from Impact Descriptions� R-3100 B Permit Site 2: Avoidance: A 300' retaining wall will be installed on the south side of the road to avoid permanent loss of water impacts to the stream. This was added pursuant to agency discussion at both the 4B and 4C meetings to keep jurisdictional resource impacts limited to one side of the road. Minimization: The culvert will contain 3' alternating baffles to maintain the "natural" stream with of 7' through the culvert. • R-3100 A Permit Site 1: Minimization: The existing 7' x 7' box culvert is perched. The new structure will be buried 1' and will reestablish the potential for aquatic passage. R-3100 A Permit Site 2: Minimization: The culvert will have a floodplain bench and high sill to direct low flows to one barrel to continue continuity of stream width through the culvert to prevent over-widening and to allow for aquatic passage. Minimization: The existing 9' x 8' box culvert is perched. The new structure will be buried 1' and will reestablish the potential for aquatic passage. R-3100 A Permit Site 3: Minimization: The culvert will have a floodplain bench and high sill to direct low flows to one barrel to continue continuity of stream width through the culvert to prevent over-widening and to allow for aquatic passage. R-3100 A Permit Site 9: Minimization: Sills will be placed at the entrance, exit, and every 50 feet to help attenuate stream flow in the culvert. R-3100 Individual Permit Application Page 10 of ll Compensation: The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as described above. Tables 1 and 2 summarize the wetland and stream impacts for each section of this project. This project will permanently impact 0.20 acre of wetlands, 2,364 linear feet of streams (1,724 linear feet of permanent fll and 640 linear feet of bank stabilization), and temporarily impact 0.09 acre of streams. Table 4 below, and the attached mitigation acceptance letter from DMS summarizes the mitigation requirements for this project. Table 4— R-3100 Mitigation Sun HUC Project Section 03050102 R-3100 B (All Sites) R-3100 A Site 1 Onl 03050101 R-3100 A Sites 2-10 R-3100 Total Mitigation Lia ACOE Required 1,234 490 1,724 DWR Required � Wetland REGULATORY APPROVALS 1,261 581 0.20 0.20 Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the above- described activities. Section 401: We are hereby requesting a 401 Water Quality Certifcation from the N. C. Division of Water Resources. In compliance with Section 143 215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit application previously noted in this application (see Subject line). Thank you for your assistance with this project. If you have any questions or need additional information, please contact Michael Turchy at maturchy@ncdot.gov or (919) 707 -6157. A copy of this application and distribution list will also be posted on the NCDOT website at: http://connect.ncdot.gov/resources/Environmental/Pages. Sincerely, � �__� Philip Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List R-3100Individual Permit Application Page 12 of 12 U.S. ARMY CORPS OF ENGINEERS APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE F/LLED BYAPPLICANn 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - I'hillip Middle - 5 Last -(-Iarris First - Middle - Last - Company - �;CpQ1` Company - E-mail Address - p�»rrisiciinctlat.gc>v % maturchyt�zncdot.�ov E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1543 I�lail Senice {;enter Address- City - k1►ti�fh State -':�( Zip - 2'69y Country - US City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax n,'a 919-707-f>1ti7 919-212-5785 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) R-3100: Tlie ���ideni��g of'VC ] 6 from the cul•rent 4 Jaiie sections at SR I�Ol (C'lareii�ont Rd} Co SR I 89> (7'ower Koacl). 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREETADDRESS (if applicable) Smyre C'reek, I3ee f3ranch; i�taiden Creelc, South I'ork t'reek Address not applicable 15. LOCATION OF PROJECT Latitude: �N 3>.(i 1 R.iRi Longitude: �W R 1. I �� l 9i City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 117. DIRECTIONS TO THE SITE From Interstaie 40, L'se F.,rit (32 (�`C !6). Ta•avel south on'�C IG until the ro1d becomes t��o lanes. Project begins at t�vo lane seciion. 18. Nature of Activity (Description of project, include all features) "I7ie Nortli Carolina Uepartment of"I'r�nsportation (NCD01') proposes to tii�ide�i l�C ] t> frorn the cm•rent 4 lane section east of Canover at 1801 (Claremont Road) the current 4 lanc sec.tion west of Denver near SR 1895 (To�rer Road) Catawba C�unty. The project is appra;�imatel}' 8.2 miles in length. Standard road building equipment, including ciozers, cranes, grading equipinent, hauling, and paving equipment lvill be used. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of this pr�ject is to upgrade the existing road�vay t� a multi-lane facility to improve traftic tioti��; increase safety, and reduce travel times and provide more efficient vehicle operation. NC 16 is a major north-soutl� route in the ��estern piedmont of North Carolina. This portion of NC 16 serves as a r�dial route bet��een Charlotte and Newton. NC IG is also heavily used to access Interstate 40. Existin�� NC 1 G is operating at I_,evel of Secvice D fronl north oP Toti�er Road (SR ( 895 to Caleb Sei•r.,er Road (SR ] 800}, and I,evel of Service C for the reinaining portion of the project. The }�ropose�l iinprovemenis io NC 16 ti�ill iniprove the level of traf�tc seivice to I.,evel of Seivice B from north of Tower Road to F3ethany Church Road, and I.evel of Service � or better for the remainder of the project. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Impacts to Jurisdictional Resources �a�ill result trom ��idenin� the roadway, shouldeis, lengthening attd%�r repiacing h��draulic com%e��ance structures. F�u�•ther impact descriptions are found in the lttached cover tetter. �21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Amount in Cubic Yards See attached cover letter. Type Amount in Cubic Yards 22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached co�er letter. or � Linear Feet See attached covzr letter. 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. Type Amount in Cubic Yards ENG FORM 4345, OCT 2012 Page 2 of 3 24. Is Any Portion of the Work Already Complete? �Yes ❑No IF YES, DESCRIBE THE COMPLETED WORK � 25. Addresses of Adjoining Property Owners, Lessees, EtC., Whose PrOperty Adjoins the Waterbody (if more than can be entered here, please attach a supplemental iist). � a. address- See attached permit dra�,�ings and landowner label lisC. City - I b. Address- State - Zip - City - State - Zip - I c. Address- City - State - Zip - d. Address- City - e. Address- State - Zip - City - State - Zip - I26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agenaes for Work Described in This Application. AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER see aitached agency coordination. �* Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the ap ' nt. � L—^-- �o ,Z z.�i� S NATU E OF APPLICANT D TE SIGNATURE OF AGENT DATE The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a rnaterial fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2012 Page 3 of 3 �,��, �; �` � Environmental Quality Mr. Philip S. Harris III, P.E., CPM Natural Environment Section, PDEA North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: PAT MCCR�RY �G�ivernor D(}NALD R. VAN 13ER VAART Secretary October 11, 2016 Subject: DMS Mitigation Acceptance Letter: R-3100, NC 16 from SR 1895 (Tower Road) to SR 1800 (Caleb Setzer Rd), Catawba County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream and wetland mitigation for the subject project. Based on the information supplied by you on October 11, 2016, the stream and wetland impacts are located in CU 03050101 and 03050102 of the Catawba River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Stream & CU Eco- Stream Wetlands Wetlands �ver Basin Location Region Coastal Cold Cool Warm Riparian Non-Riparian Marsh Impacts Catawba 03050101 CP 0 0 581.0 0.20 0 0 Impacts Catawba 03050102 CP 0 0 1261.0 0 0 0 - ou���G u� �ne s�ream ana wetiana impacts may be proposea to ee mitigatea at a i: i mitigarion ratio. See permit application for details. These impacts and associated mitigation needs were not projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the.above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, ,� �� Ja e B. Stanfill DMS Credit Management Supervisor Cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources — Raleigh File: R-3100 !'/'Nothing Compares �... State �f t°6ert� Carot;na I �nvironmertal �9uai�y ",. #�ta;! Ser�'sce Cprater �€?�,�'s^yh, C�crih Car-�lina 2?C99-'.6u' _ . -. _. -3��=''•�.. Subject: Team Members: Meeting Minutes from 4B Preliminary Drainage Design Review held on June 19, 2013 for R-3100A in Catawba County Loretta Beckwith-USACE Marella Buncick-USFWS Marla Chambers-NCWRC Felix Davila-FHWA Chris Militscher-EPA Mason Herndon-NCDWQ Davidian Byrd-Roadway Reuben Chandler-Division 12 Zahid Baloch-PDEA Charles Hunt-Structures Michael Turchy-NES (present) (present) (present) (absent) (absent) (absent) (present) (present) (present) (present) (present) Participants: Marshall Clawson, NCDOT Hydraulics Vincent Rivers, NCDOT Hydraulics Zahid Baloch, NCDOT PDEA Monroe Brown, NCDOT Utilities Charles Hunt, NCDOT Structure Design Davidian Byrd, NCDOT Roadway Design Janaki Patel, NCDOT Utilities James Swinson, NCDOT Utilities Brad Chilton, NCDOT NES Mark Staley, NCDOT REU Michael Turchy, NCDOT NES Reuben Chandler, NCDOT Division 12 Kathryn Espinoza, McKim and Creed Rick Moore, McKim and Creed Introductions were initiated by Marshall Clawson. Introductions were made by all in attendance. Rick Moore proceeded with the review. General • Project falls within the Catawba River Basin in which riparian buffer rules are not applicable. • The project has four (4) major structures all of which are culverts. Plan Sheet 6(Stream S12a and 512b) • Impacts to surface waters from proposed 1@ 7'x8' RCBC and roadway fill. Existing 7'x7' RCBC to be removed. • The box will be buried one (1) foot below natural ground. • USFWS discussed moving Structure 617 being relocated to the other side of the road however the same ditch is required in either location. Therefore 617 will remain as is. • NCWRC voiced concern of erosion at the ditch end based upon alignment. The small amount of water is not anticipated to be erosive therefore the ditches will remain as currently shown. • Bee Branch (S12a and S12b) is classified as a High Quality Water (HQW). Treatment of stormwater drainage will be obtained from proposed roadway swales and the proposed lateral swales using maximum slopes of 1% and 3:1 side slopes. Plan Sheet 14 (Stream S13a) • The drainage redlines show an open ditch section from Structure 1404 to the proposed energy dissipator at the upstream end of the JS. The dissiaptor is proposed to stop just short of the JS avoiding any impacts. It was asked if a stream design could be incorporated into this ditch section. However based upon Division comments and the fact that this section is currently piped, plan revisions will be made to pipe this ditch section all of the way to the energy dissipator. Plan Sheet 15 (Stream S13c and S13d) • Impacts to surface waters from proposed 2@ 9'x9' RCBC and roadway fill. Existing 9'x8' RCBC to be removed. • Both boxes will be buried one (1) foot and one (1) box will also have 1' sills constructed on the upstream and downstream end to force normal low flows through one (1) side. A bench will be constructed at the upstream and downstream end to assist in forcing the low flows through one (1) side. Plan Sheet 15 (Stream S14b and S14c) • Impacts to surface waters from proposed 2@ 9'x9' RCBC and roadway fill. Existing 9'x8' RCBC to be removed. • Both boxes will be buried one (1) foot and one (1) box will also have 1' sills constructed on the upstream and downstream end to force normal low flows through one (1) side. A bench will be constructed at the upstream and downstream end to assist in forcing the low flows through one (1) side. Plan Sheet 18 (Stream S21a, Stream S21b and Wetland W3) • Even though roadway water is flowing through private property, existing drainage patterns were maintained to ensure hydrology was not impacted to minimize potential for impact to these streams and this wetland. Plan Sheet 18 (Wetland W4 and WS) • Impacts to wetlands from proposed roadway fill and ditch excavation Plan Sheet 19 (Wetland WS and W6) • Impacts to wetlands from proposed roadway fill and ditch excavation • The lateral base ditch/grass swale shown from Sta 217+80 -L- LT to 220+10 -L- LT will be revised to show a piped system since this section is currently piped. Location and Surveys to provide additional information in this area to pick up the existing system. The pipe system will terminate at the existing outlet so as not to impact the JS (Stream S23a). Plan Sheet 20 (Stream S24a and S24b) • Impacts to surface waters from proposed 1@ 7'x8' RCBC and roadway fill. Existing 7'x7' RCBC to be removed. • The box will be buried one (1) foot below natural ground. • The 36" cross pipe on Sheet 19 at approximate Sta 228+95 will be modified to tie into the proposed 7' x 8' RCBC to eliminate the riprap lined tail ditch and its 28.6% slope tying in to the existing JS. A box will be added on the downstream (-L- LT) end of this cross pipe where the 36" pipe will turn and tie into the downstream (-L- LT) end of the proposed 7' x 8' RCBC. Plan Sheet 21 (Stream S25 and Wetland W7) • Structures 2108 and 2109 both discharge into an existing riprap lined ditch contained within an existing permanent drainage easement. Therefore there are no impacts at this site. Meeting Adjourned. Subject: Team Members: Final Meeting Minutes from 4C Preliminary Drainage Design Review held on March 19, 2014 for R-3100A in Catawba County Loretta Beckwith, USACE (present) Marella Buncick, USFWS (present) Marla Chambers, NCWRC (present) Michael Turchy, NCDOT NES (present) Mitch Batuzich, FHWA (present) Alan Johnson NCDWR (absent) Cynthia Van Der Wiele EPA (absent) Reuben Chandler, NCDOT Division 12 (absent) Participants: Vincent Rivers, NCDOT Hydraulics Kanchana Noland, NCDOT Roadway Douglas Kretchman, NCDOT Roadway Laura Sutton, NCDOT Structures Rick Moore, McKim and Creed Introductions were initiated by Vincent Rivers. Introductions were made by all in attendance. Rick Moore proceeded with the review. General • Baffles were discussed at length on all four (4) stream crossings. Each stream crossing was discussed in detail during the 4B meeting and Marshall Clawson determined that baffles would not be used for any of the crossings. Each crossing was designed to the maximum extent practicable to have a span similar to the width of the streams at their normal flow depth and to maintain the stream slope through the culvert. They are all also buried 1 foot, have 1' sills in the overflow culvert (as applicable at the multi-barrel locations) and the culvert at Sta 230+73 has sills at 50' intervals. • The term "channel excavation" that was used at the four (4) RCBC locations in the permit drawings refers to slope work being performed to tie the channel slopes into natural ground, not excavation within the channel themselves. • There was a lot of discussion on the methodologies and policies for NRTR field work as related to bankfull and stream width determination. • There was discussion about limiting riprap at the pipe outlets by transitioning to coir fabric and natural plantings. This will be a Division decision in the field. • If riprap size was changed at any of the four (4) culvert crossings, their CSR should be revised to reflect this. All four (4) CSR's will be revised to show Class II riprap at their outlet. Site 1 • In the 4B meeting, USFWS discussed moving Structure 617 to the other side of the road however the same ditch is required in either location. Therefore, as discussed in the 4B meeting minutes, Structure 617 will remain as originally designed. • In the 4B meeting, NCWRC voiced concern of erosion at the ditch ends based upon their alignment. As discussed in the 4B meeting minutes, the small amount of water (in both flow and velocity) is not anticipated to be erosive therefore the ditches will remain as currently shown. • Is riprap planned in the bottom of the ditches? No, the plans call for Streambank Stabilization which per the NCDOT details does not call for riprap in the bottom of the ditches. Site 2 • There was discussion on the layout of the proposed roadway drainage system - primarily that the system will be constructed over the proposed RCBC crossing and outlet in the floodplain areas in preformed scour holes. • Clarification over the linetype showing shoulder berm gutter was provided. Site 3 • Can we adjust the ditch angle at the outlet near 168+20-L- LT? No, the angle of the ditch is designed to minimize impacts to the existing residence. Site 4 • There was general discussion that the proposed roadway drainage system is designed to maintain existing drainage patterns. • There was discussion on the exact starting point of the JS - based upon the Final Survey provided by NCDOT, the JS begins at the outlet of the existing pipe. • No comments on the impacts as they are shown. Site 5 • No comments on the impacts as they are shown. Site 6 • There is a small wedge of wetlands outside the proposed R/W not included in the impacts. This should be revised to show it as a total take. Site 7 • No comments on the impacts as they are shown. Site 8 • No comments on the impacts as they are shown. Site 9 • The CSR should be revised to show the drainage tying into the proposed 7'x8' RCBC in both plan and profile. The CSR will be revised. � Structures may need more PDE on the downstream end. Meeting Adjourned. Minutes from the Interagency 4B Hydraulic Design Review Meeting State Project 34522.1.4 (R-3100B) in Catawba County F.A. Project: STP-0016(53) June 19, 2013 Team Members: Laretta Beckwith, USACE Marella Buncick, USFWS Marla Chambers, NCWRC Brad Chilton, NCDOT-NES Michael Turchy, NCDOT-NES Mark Staley, NCDOT-REU Zahid Baloch, NCDOT-PDEA Minutes • Introductions were made by all in attendance. Participants: Charles Smith, NCDOT Hydraulics Reuben Chandler, NCDOT Div. 12 Davidian Byrd, NCDOT Roadway Marshall Clawson, NCDOT Monroe Brown, NCDOT Claudia Lee, URS Dennis Hoyle, URS Meme Diaz, URS Meme Diaz proceeded through the Hydraulic Redline Plans dated May 2013: Sheet 4: - Discussed tie-in to project to the west, and the overview of this project. No comments Sheet 5: - Proposed culvert design at Sta. 28+48 -L- and Sta. 43+58 -L- conflicts with existing utilities. Utilities are to be relocated. - It was requested to have utilities moved from under the roadway fill when relocating. 5heet 6: - Reviewed photos of stream relocation site. - Concern regarding stream relocation and the resulting stream stability was expressed by USACE and USFWS representatives. Option of stream relocation or piping was discussed. Stream relocation was the chosen option, but design should focus on stream stability. - Stream stability takes precedence over achieving natural stream conditions. - Baffles will be used within culvert to be used to promote a natural stream bed through the culvert when the culvert slope is greater than 2%. - Proposed culvert design at Sta. 28+48 -L- and Sta. 43+58 -L- conflicts with existing utilities.Utilities are to be relocated. - It was requested to have utilities moved from under the roadway fill when relocating. - Concern regarding stream relocation and the resulting stream stability was expressed by USACE and USFWS representatives. Option of stream relocation or piping was R-3100B Hydraulics Design 4B Meeting Notes Page 1 of 2 discussed. Stream relocation was the chosen option, but design should focus on stream stability. - Stream stability takes precedence over achieving natural stream conditions. - Baffles within culvert to be used to promote a natural stream bed within the culvert when the culvert slope is greater than 2%. - There needs to be a 5' separation berm between the top of the relocated stream banks and the toe of the fill between Sta. 44+00 -L- to 47+50 -L- Sheet 7: - It was confirmed that the pipe beneath -Y4- will be buried one foot. No further comments. Sheet 17: - The layout of the two culverts was discussed. It was verified that the stream banks would be protected along the outlet ends. - The length of pipe at Sta. 190+00 -L- was discussed, but there were no comments. No further comments. Meeting adjuourned. R-3100B Hydraulics Design 4B Meeting Notes Page 2 of 2 Minutes from the Interagency 4C Hydraulic Design Review Meeting State Project 34522.1.4 (R-3100B) in Catawba County F.A. Project: STP-0016(53) July 22, 2015 Team Members: Steve Kichefski, USACE (Phone) Marella Buncick, USFWS Marla Chambers, NCWRC Amy Chapman, NCDWR Donna Hood, NCDWR Carla Dagnino, NCDOT-NES Michael Turchy, NCDOT-NES Mark Staley, NCDOT-REU Zahid Baloch, NCDOT-PDEA Cynthia Van Der Wiele-USEPA Mitch Batuzich - FHWA Minutes • Introductions were made by all in attendance. Participants: Bill Zerman, NCDOT Hydraulics Charles Smith, NCDOT Hydraulics Larry Carpenter, NCDOT Div. 12 (Phone) Kanchana Noland, NCDOT Roadway James Swinson, NCDOT Utilities Laura Sutton, NCDOT SMU Claudia Lee, AECOM Bill Stephens, AECOM Bill Stephens and Claudia Lee proceeded through the permit drawings: General: - Request was made to separate out stream impacts from culvert impacts on the impact summary sheet for all sites. Sheet 5: - It was noted that temporary easements and additional stream impacts are needed on the inlet end of the proposed 6 ft. x 7 ft. RCBC due to construction phasing. Permits will be revised. The width of the existing stream compared to the width of the proposed box culvert was questioned. It was determined from the field visit notes that the stream width up and downstream are approximately the same as the width of the box culvert. Sheet 6: - It was recommended that baffles be placed in the proposed 9 ft. x 10 ft. RCBC to reduce the low flow width to that of the existing stream width. - It was questioned if a natural stream design was considered for the channel change on the upstream side of the proposed culvert. Notes from the 4B meeting indicated that stream stability would take precedence over achieving natural stream conditions. The existing sanitary sewer line located along the north side of the channel change would also limit a natural stream design. R-3100B Hydraulics Design 4C Meeting Notes Page 1 of 2 - Marla Chambers indicated she may conduct a field visit to Site 6 to observe the existing conditions. Sheet 7: - Pipe size across -Y4- is mislabeled. Should be a 60-in. CMP. Profile will be included for this pipe in the revised permits. - Detai133 Rip Rap at Embankment: Cl B rip rap will be revised to Cl I rip rap. Sheet 8: - The stability of the proposed outfall ditch to Site 6 was questioned due to steep natural ground slope along a portion of the ditch. NCDOT/AECOM will investigate options to stabilize the ditch in the steep segment of the ditch. Sheet 17: - It was suggested to consider a different type drainage structure at Site 4 to retain stream bed material instead of the proposed 60-in. reinforced concrete pipe. NCDOT/AECOM will investigate options and need for an alternate structure. - The single barrel proposed box culvert at Site 5 appears to be a 2-barrel culvert due to the centerline shown in the drawing. The centerline will be removed. No further comments. Meeting adjourned. R-3100B Hydraulics Design 4C Meeting Notes Page 2 of 2 ��L���,�y,�,�,. North Carolina Department of Transportation �t��rl�3!�r���t�r Highway Stormwater Program � STORMWATER MANAGEMENT PLAN rv - (Version 12; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: R-3100B County(ies): Catawba Page 1 of 2 General Project Information Project No.: R-31006 Project Type: Roadway Widening Date: 9/28/2016 NCDOT Contact: Bill Zerman, PE Contractor / Designer: URS Corporation - North Carolina; Dennis Hoyle, PE, PLS Address: 1590 Mail Service Center Address: 701 Corporate Center Dr., Suite 475 Raleigh, NC 27699-1590 Raleigh, NC 27607 Phone: 919-707-6755 Phone: 919-854-6200 Email: bzerman@ncdot.gov Email: dennis.hoyle@aecom.com City/Town: Newton, NC County(ies): Catawba River Basin s: Catawba CAMA County? No Primary Receivin Water: Smyre Creek; Maiden Creek NCDWQ Stream Index No.: 11-129-5-4-1, 11-129-5-7-2- 1) NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Water Supply V(WS-V) Supplemental: None None Other Stream Classification: None S4a/S4b C 303(d) Impairments: biological impairment Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 3.46 miles Surrounding Land Use: Low-Density residential (R-30) Proposed Project Existing Site Project Built-Upon Area (ac.) 28.55 ac. 15.03 ac. Typical Cross Section Description: Divided median highway with two lanes in each direction and bulb turnouts for limited Two lane highway with intersection. 11' lane widths access. 12' lane widths. Average Daily Traffic (veh/hr/day): Desi n/Future: 20,200 VPD Existin : 13,050 VPD General Project Narrative: East of Newton, NC in the Catawba River Basin, 3.46 miles of NC16, existing 2-lane highway alignment between Claremont Road and east of Balls Creek Road, will be replaced with a 4-lane divided highway section with raised median and superstreet intersection design. The new alignment will follow the existing path of NC 16. The roadway drainage system will consist of curb and gutter draining roadway runoff to median and curb inlets with outlets disconnected from surface waters. Drainage system outlets utilize energy dissipation devices such as pre-formed scour holes and rip rap pads as well as grassed channels and swales. Where channels flow into jurisdictional streams, riprap will be used to stabilize the banks. Two named streams or their tributaries are affected by the proposed project: Smyre Creek - Index # 11-129-5-4-1; Stream Classification C Maiden Creek - Index # 11-129-5-7-2-(1); Stream Classification WS-V; 303(d) Parameter of Interest: Benthos Fair (Nar, AL, FW) There are five jurisdictional stream crossings. Two crossings require culverts equal to a 60" diameter each. Two crossings utilize box culverts. Pipes and culverts within jurisdicational streams are designed with a buried depth of 20% of the diameter for pipe sizes up to and including 48" and a buried depth of one foot for box culverts and pipes over 48". A tributary to Smyre Creek will undergo approximately 300 feet of realignment. References NCDENR - Surface Water Classification Web Mapping (http://portal.ncdenr.org/web/wq/ps/csu/maps); NCDENR Draft 2014 303d List I-�1�13��'�l�` North Carolina Department of Transportation � Y�"`'t• ����)�'1 ]7�'�'id'�`"�" '�� , •,.�:.,� Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: R-3100B County(ies): Catawba Page 2 of 2 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. (From / To) Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 5 28+68 -L- Stream Perennial Smyre Creek S3a/S3b 11-129-5-4-1 C None Culvert N/A 29+16 -L- 6 42+85 � Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Culvert N/A 47+76 -L- 6 45+65 -L- RT Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A 46+59 -L- RT � 11+82 -Y4- Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Culvert N/A 12+18 -Y4- 7 50+07 -L- RT Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A 50+26 -L- RT 7 56+70 -L- RT Stream Perennial Symre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A 57+16 -L- RT $ 65+72 -L- RT Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A 66+14 -L- RT �� 189+11 -L- Stream Perennial Maiden Creek S10a/S10b 11-129-5-7-2-(1) WS-V biological Culvert N/A 191+53 -L- impairment 17 192+75 � Stream Perennial Maiden Creek S10a/S10b 11-129-5-7-2-(1) WS-V biological Culvert N/A 193+30 -L- impairment * List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation Pipes and culverts within jurisdicational streams are designed with a buried depth of 20% of the diameter for pipe sizes up to and including 48" and a buried depth of one foot for box culverts and pipes over 48". References See Sheet 1-A For Index of Sheets See Sheet 1-B For ConventlonalSymbols ����� �ll" ����� ����1Le��� ���%����� �IF ���II����� CA TA WBA CO U1�lTY LOCATI0111: NC 16 FROM 11lORTH OF SR 1801 (CLAREM0111T RD) TO 1VORTH OF SR 1814 (CALDWELL RD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, RETAI11lI111G WALL, CULVERTS, PAVING £� SIG11lALS WETLAN D AN D STREAM IMPACTS STATe ���� R-3100B PROJ. NO. . w. PROI. *10. I 34522.1.4 STP-0016(53) � 34522 2.FR4 STP-0016�53) 34522.2.FRU4 STP-0016�53) 34522.3.FR4 I STP-001 P�T2OF2 PERMIT DRAWING SHEET 1 OF 22 ti tis�a s o�� � �� N�� EBCRIMION PE ROW UTI L. CONST. � � o� N 00 O N V BE�iN riP P�ro�Ecr R-3ioo� BEGIN CONSTRUCTION PREPARED FOR DEPARTMENT OF TRANSPORTATION RALEIGH, NC TFiIS PROJECT IS PARTIAL CONTROL-ACCESS, wITH ACCESS BEING LIMITED TO POINTS AS SNOWN ON PLP,NS. GRAPHIC SCALES DESIGN DATA 50 25 o so too ADT 2016 = 13,050 ADT 2036 = 20,200 PLANS DHV = 10 % D = 65 % 50�25��0 5o too T= 9 %* II / V 50 MPH I PIROFILE (HORIZONTAL) *(TTST 4% + DUAL 5%) l0 5 0 l0 20 FUNC CL =RURAL ARTERIA � REGIONAL TIER PROFILE (VERTICAL) � NCDOT CONTACT: BRENDA MOORE, PE, CPM PROJECT LENGTH LENGTH ROADWAY TIP PROJECT R-3100B = 3.474 Miles TOTAL LEIYGTH TIP PROJECT R-3100B = 3.474 Miles Frepa�ed ln the Offlce of: URS Corporotion - North Carolina 5`/�� I600 Perimeter Park Drive � �orrisville, North Carolina 27560 2012 STANDARD SPEC7FlCATIONS RIGHT OF WAY DATE: EDWARD G. EDENS, PE JANUARY 30, 2015 rno�scz sxcruESR LETTING DATE: KEVIN J. VAN METRE, PE JANUARY 17� �LO�7 PXOJECT DESIGN 6NGlNEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGlNEER P�. S7GhATURE: ROADWAY DESIGN ENGINEER P.E. S7GNAT(IRE: � 0 � ro N z 0 � DEiAIL CHANNEL CROSS SECTION Ai lLS 8 Q5 FACE OF PROP. NLVERT � PROP. 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LATERAL V DITCH � � � �-��- - - i* � i�/ SEEDETAi�-g- - O �} - �d t � � � � � � �d�� _ - � . �'''`\ ��� E5T 42 TONS CL4S5 II RIP RAP ^��G " � �`\ � �j��� � �y \'�FiST 60 SY GEOTEXTILE FA6RIC - - /// � � 20 CY DDE SEE DETAIL 50 DETAIL 3 BERM BASE DITCH iN ,�o s�aie� � Ground 7� ti` ADVlY 0 � �\ Min. D= 1 5 F. 8= 2 Ff_ � b= 5 Ft. FROM STA 22+65 -L- LT TO STA. 24-63 -L � LT FROM SIA.24+63 -L- LI IO STA.26-87 -L- L! �DENOiES TEMPORARY IMPACTS IN SURfACE WATER �DENOTES IMPACiS IN SURfACE WATER DETAIL 4 LATERAL 'V' DITCH � No� �o S�nle� NNurol �� —FII Ground '2) Tp . . Slopa � Min. D- 1.1 Ft. Max. d �� 7.1 Fi. 6 5 Ft. Typeafliner� PSRM FROM SIA.29+16 -L- Rl 10 SIA. 29-60 -L- RI DETAIL 50 PIPE OUTLET CHANNEL BANK STABILIZATION ( Not to $cole) � -������� �1"?ound �'r crvAallob1el[o Len91h- 24 Ft. FROM STA.-L- 28-9i RT TO STA.-L- 29+18 RT � F�{� -�- Pii�FI�E SEE Si`iEE% �rg 100' 0' 100' Z O s � / Pre�red by PROJECT REFERENCE NO. SHEET NO. � I /' l / � � �-3���� � i °J - uxs co,�o�� � \ � / / �/ � � - t600 ae�� � SHEET NO. B,4NK STABILIZA'T/�ION -�`��h `������� � e� Po� o.�.e ROADWAY DESIGN HYDRAULICS I I� �ST. H TONS CLFISS II RIP � 1 / ¢EP�°rrisville, Norch Ca�olino Y�565o ENGINEER ENGINEER �� � �ST. 10 SY GEOTEXTI LE F�B�VC � � a,_, � � � �'� � � 30 CY DDE � � i I ��'' � _ � � -�' � SEE CROSS SECTION DL� �i���T�� � � � � i�i � CHURCH � � � � � � .i�, �, 3� � D S E R V I C E S � �;�� � ��� � Z � I �� � DOCUMENT NOT CONSIDERED FINAL P G q 7 2 �_��� I � � � � �� � ,� � UNLESS ALL SIGNATURES GOMPLETED PG 222 M �� � �� �� Sti7 � , � � PERMIT DRAWWG d� ` � 4_' S n �,_ - �p�n Z � � �� SHEET 4 OF 22 - � � �J � /� �� � `��ND C/A FE !-,:. -� i ,- ', �� � -BERM BASE DITCH � � � �� � � � � � , � 25f SEE DETAIL 3 Z �y ' SITE � � �, / J/ �/ `-�`^ UN�D� CHURCH `�_f0� �0 � ; i %' � � , �� z � ��,�; �' t- I � , � ,� � � HOMES AND SERVICES � ,� — ��' �_ 1-- 1 � � l ` �T DB 1071 PG 472 - - - 1 �E / � � - - -� - A - -� - -- � � ,_ --- � � � � � - . ,-- , .��-=�s� _ - - - _ - �_ J�/O+oo G 222 - � �'.�. - _ -_ - - � _ -- -- � � D �� o � �� ��„� � _ _ -- --- � ���P"� _, _ - _ -_ �� . — — -- — _ � __ ' C — � ' �— � � � - -_ -� ` � �;r �- - 15" RCP-IV � _ _ _ — — - / 5 \ : � ��C �� � � � - C ��� F — �r REM � � ' � � 36' lNC � a r — - --- �-- � � _' - <— - CB OVE� � � -- --_ �� � CAT-1 i , , F " C B - i • GRAU 350 3 _ -- _ � .- - --- -------------- ----- - - -_ ___ �=� ---- � ---- � T - � _ �CBI IN�✓}3��� RC_P�-IV CB ���� � 1,�a" RCP-IV - - �� - -_ i �_"� _J_'-�-� s I �- - -- --- -__ -___ .i� . i r, - . — ' - - -__ _ _ ' � � ' �`��' d -_- ___ ___ . � - ____ ___ __ - _ .. _ . _ _ - - - - - _ _ _ ° � - A _ � _ - � � � _ _ - _- _ _ � - ' . _ _ _ - - �— ----- _ - �-- -- � -- Q- -- - -„ _-- - — — - - - - - - _ - - _ - �: ` _ _ � , _ _ � �,� , _; ' N '. �VI �„ I r' � ���� � �: � --- ' --_ - — - �� _ ��' ' . � -- ��. _ ` - - o— - _- . _ _ - - - � - r � � � � � - �_ !_ - 2G1 - - - - = , ' __ --- - - _ - -- - \1 , a_ -_- --- -_-- -_ — 6 - - --- - ------- --- ---- ,; - - - -- — _ -- -- - -- - 7 -- = T F -_- _ _ -- r � _- -= ENGTH CB 0' � �SKEW H6� — I ' � � � ! i = �qST -----� ��� _- -_�;��� _---___-_--- _- ---- -- - DI � - - - -- - - - - - -- - -- --- � - - - -- - - � - - - - -- - - -- - _ - G --- --- ' �- - N o � % 1 N � < _ , --- ., � � - - -- ----- ' - �;� � � 350 T�_3 �, l --< o o , o: �-_ �---- �o � � CB <- CB 15" RCP-IV ��-. �� � � � � -� - � - � - �-,�� � � � � � � �� - �- - _ - � �� � � � � � H��� �, �d I � L �1 " RC -IV CAT-1� CB -. _ - _ -- ° - � � i ; r- �. - �"� _ __ - -- - � � � -�� '�✓, � - — i� � � - __-`_- 1. r � _ _ --- -- ---- 3- fi _ =- .. - �, �, — — F ' ��� iNr� � ITE 1 – - � � - - _ _ _ - � � - � �� _ , _ ;, � � — -- � - — - _ � � . � � � �� � — � �, �� PUE �� � — — — — — — — —�--,,-- ' - � =� � -- - _-- _ - — — ' __ --- � — — � — - - —� Gs� ,% \ \ \ PUE P� - - - , — _ A ��{ � : ,, , _` �" . . � — -; , � __- _— _ = - — - �_� � _ ������ % �`-;_� �;;_, ���, � ��,�o - - ,�- � __ - - -_ E— �`s �_ �. -°` - UE— PUf, � , - - - p � �7 '�� F �� � - _ � _- , �, �� �� � � iNv � , - -_ _ __ -- � � - �, PU� �� �, � � � 5. = � - — — � - - - _ �s ° ` DUE ' - m rr� r - � � � ���� � ,, � _ —,- -- N �� :,_ � ,, � � � � - - � �� , , , � > �; `-� � - - - - � �u ��'� ���, �� ��� - � � —\ _ � � � sr � ,- , \ _ � ', S PoiNT � �' -' __ �cEs � �, �, ,�,� _�� � � r i - � - � _ �_ - , , ' - c�. g� �_s���� , _ Sf _ - - ----- 5�-� , � �,. N C/A FENCE � , � � �� � � � � _ �_--�,�� � � � UNITED CHt�,R�H �'� f55 ��� ���� � �-� �_-'��:/� HOMES AND S�R�V1LES " S� � J' � ��', � EST. 2 TONS CLASS B RIP RAP DB 1221 PG 624 _ ��� � �_- � �� � I � � � c �,�'�u �'� ` � BANK STABILIZATION ��� EST 7 SY GEOTEXTILE FABRIC �B 14q1 PG 833 � E� / � � �-�� � SEE DETAIL 50 � E` � �' � /-- � C 4� � � LATERAL V-DITCH � �' � � � � j_ �, � SEE DETAIL 4 2 � � � -��''� G ' � `�s� � z �� EST. 42 TONS CLASS II RIP RAP �i �G � �'� �� ��� � � �� EST. 60 SY GEOTEXTILE FABRIC � ./ � , �\� � 20 CY DDE � SEE DETAIL 50 � � � � Z ���J DENOTES TEMPORARY IMPACTS W SURFACE WATER � �� DENOTES IMPACTS IN ��� SURPACE WATER P�AN VIEW ��� �� �J�� I��� scA�E TE: PtA�E–SILT I` INST6E– �UTLET OF THE CUL BACKFILL TO THE TC SILL WITH NATIVE ST MATERIAL. � �. SITE 1- PROFI LE VI EW ALONG STRUCTU RE 'T .. OF THE �N1BED 0 � 50 Y . WSE 100 YR. WSE _ � � = 87 .4' = 879.23' _ � � -----� -----__ __ NW --- =_8 3.8� --,, - , -------- �,- INV. ELEV. = 871.4 ' WITH 1' SILLS EXISTING BED PR FILE ALONG STREAM ENTERLINE 865 —2 00 —15 0 —100 STRUCTURE HYDRAULIC DATA DESIGIV DISCHARGE = 250 CFS DESIGIV FREQUEIUCY = 50 YRS DESIGIV INS ELEV AT l0/V = 87804 FT BASE DISCHARGE = 300 CFS BASE FREQUEIVCY = l00 YRS BASE W S ELEVAT l0/U = 87902.3 �7� � OT DISCHARGE = 900 CFS OT FREQUEIVCY = �500 YRS� OT WS ELEVATlOIV � — �39/05 FT �ROADW AY LOW POINT _�- - ,- _____�____ � -----�--- --_----_—. INVERIT = 870.29' —5 0 � , , , - PRQ�. � GI�D� .QII�IT = 89l_�3.8, L- E-�C�-T-H-= 1-6 ' �KEV1�-8- 6° � 2:1 MAX (N RMAL) �� EXISTING RCBC � TO BE R MOVED � �- � — --, __- _-- — -� -- �� ___ � -- +50 Native Material consists of material that is excavated from the stream bed or floodplain at the project site during culvert construction. Only material that is excavated from the stream bed may be used to line the low flow culvert barrel. Rip rap may be used to supplement the Native Material in the high flow culvert barrel(s). If rip rap is used to line the high flow culvert barrel(s), Native Material should be placed on top to fill voids and provide a flat surFace for animal passage. Native Material is subject to approval by the engineer and may be subject to permit conditions. 875 � B1JR IMV€RT 1' \ -i-�r. ��-v.-=-s��.-a � —w+� � �� ��i��ts 865 +100 +150 �������1'� �]� 1�[���[�A�Y� �C�°1[���V1�� ���71���Y �������a �����o�a� Q�������� �� �� ����� �� �� ���� ���,������� ��� ��� i���°lI°� �� �� n��� ��c������� ��� ���� � I[�l�][�1���[° �][��@���T� ��[I��� � �]F �� �� // �� % �� N 0 s �. I^ Pre�red by PROJECT REFERENCE NO. SHEET NO. I(+,, �� PERMIT DRAWING q oEANo cau wse oN rHe ursrRe�n n (' I I'4' I I� , SIDE OF iHE CULVERT IS GREATER FOR / 1-��00� v I i� I^° I� $�.iEET 7 �F 22 �e rxoroseo coNoirioN ev oz �r. SLIDIE 8 YOUNT nNo oi Fr aEsvEc*rvE�v.rr�is is No* � i s: { EzaEcrEo io REsu�r iN nHv F�000iN� RhV SHEET NO. J U DB 532 PG 148 SSUES AS THE ROAOWAV AND 5^RROUNDING URS Corporo�an NaNh Corolno Ex SnN� SrRUCrUreES naE wEu novE t600 ae�me�e� Po� o..e ROADWAY DESIGN HYDRAULICS \- JI � ,���.. rHEPaorosEo CON�rou wsE. E�orrsvlla, NorchCa�ol-no1�5650 4 ENGINEER ENGINEER '(/� �� I I � .. s s az oo rn. s s �s � 30 C&��� I I re � m.sE . c zzaa 3. G&G -- � Q � '�-� -- '� - 9 ' �}�pp,� C --�li �P I i II-- ,I I4 ,I ._ NPICAL EDEI�AGILDA9H W �� a� . 1 �<s I �� � � k � Ha���i i„`r"' DETAIL 48 o,o��a � � � I \\� L � I I � - '.___ � AR JP, '� � -� ft I `� � � TYPICAL EXISTING DITCH SEGTION ���� � � . I I I� �' � ( Ho� io 5calel M n. D i Ff- B � �j �' u � (f1 r �, . DOCUMENT NOT CONSIDERED FINAL DETAIL 45 � ��o � � � � - Na���i Na���i s- a F�_ . 1 . s �.e��e \ � e. c,o��a r �, �. � . UNLESS ALL SIGNATURES COMPLETED SPECIAL BACK OF CURB C T DITCH �� ��� n� I�- ., -- �R o �� -�- Sia_a7-�d2 �i � - , �NOTTO SCALEI ,,�j� - - vM1� I ] __ _ - � . �j/ Min. D- 4 Ft. I p I a�� C i � cx�u�o � \%�{\, �-; O I f � _-_ B- 5 k �'� � � 0 �9 ON I 4� �� � -l- STA. 46+94 LT �,�i / � - � ` � i 7,� � 3� — � � � . � ' - � � � � i� � �{ _ � � . � � �. � � "11 -,. .� - ...,.., . % �y� , / o= l Fr. �J I N iI 7....., -_ / SUDIE B YOUNT ,f+' .s,� �/ � .. DB 532 PG 148 f -/ ROM -L- STA. 32+70 LT TO -L- 5 A. 37+75 LT ala II �` I �,. �_ � O j" OSCAFi� l BAUCOM & \ � I� '_s �3992t�- S Q / CAROLYN Y BAUC9M � � i �� � � I iee3a _ � � � � ,� �. � DB i573 PG 986 �,. �� ' I, _--- � Maw�cns NE s�RFacE wnrEa i �f �`. �� _ J � "��I � BLIA VANG -- - , � L µ /// . - � I I LL ,_ ,I � . � "' � suarAce wniears iN r +m /�,.�`/ _ � r, . '� /� � � -, � PROPOSE 6A EAM. - ' \ Y c BK� � I i I I DB 3300 PC 116� � ��� - � � n � �/ I I Ja'� --- 7 REALIG�N�MENT " � �e �� � � � � � � _ . � I�.�k�� o' �� �Fj� E � I � o�,srC Nr� cny�w€�� � � ' � � � �_ ; iN� Ey.�" - - � � � � � �c� vaoeo� � }J.'.'�..--4d-'CONC., — lT� --- ,! ' �LT ---- -.(. y. {�.� U Q.� � , - \' 3 �- _.\;`�� L. -.� � � . _.-' 6 \�: � ryPICALE%ISTING DITCH SECTION �Ffts:`in�SEE CHRNNEL �p��--_. �.._ .,.F:._ � . i ���� 16.1 i .17'. -�1 � - _ � - , ��� � . .,� �� JAMES MOARVIN YOUNT ',�. \ \ � ��� �. .��-� � � �..�' ����see oernu aa �\ � , -^.- CH.aNGE D TLA��6 EM - - . � � �� � -- �` UNiTED CHURCH � � \ caNc� � DB 2584 PG 56i �;� i \ � ...,� � � esr. as roNs cv,ss u e ° �+:� ^ � ���� ��� I / r �, ` i � S'�ZE�-�sYp �� � ...�� ., � '- '.;' �"� .:_ _ __ � \ ^ � � � - � � �./ EST. 65 SY GEOTE%TILE FAURIC ��':. ,__ 1 N]W— __ . , eST HOMES AND SERVICES�� _ � I" ,_�, _�� _ "' ., � I � � _ � ' � , , "� ' \ \..... �o ��� �'..-.o ��� �.� ESTIMATED DDE 750 CY,-' ����pO.. SI� ��. 2�N C�P C�;C..� a�;. DB 1071PG 472 � �� I� , �'� � - �-. . % ....0 !� � :+3�, } � __ � - `_ .. 1 89 PG 222 � � i �: � �.. ,.. ---- �-- \�� . �r' �. ..,. � "�o . - � � � es➢naoa€tT-cHd �z�"�� � i F ,' �" ... C �� � _ - o r�l �.. P8 � . isBv.o /,-� , _ �_ _ � r.� � �_ 3� ��.: ��TJ(� 1 ,1,� - . �.: / _ - .� _ y . . �- " �\,:\. l ,. ��Lf EST. I TON CLASS 8 RIP RP.P EXCAVATION_��Q�°;G �' � ,(;i. , (;"�I - �.. � - . . ,_____ _— ` . - __ _ . . . I _ .._ �> •_-.I � �... - - c -r'� _:-j. � , � - -�\, ' . - _.. `_�- _� ,^,, .,,.. :,,; �.`? , .__ } __ - � � : �"a. .' '\ , 5 .i J P�� �iV.kfAiED FILL��= 1BB-21' 2i;� � _�� 1 �� 2'S' / � _ . , o, � EST 5 SV GEOTEXTILE FA13klf' �' L_� \ �' . . . ,. , _ _ _ � „ : �/' _� _ `_'i. �...� .1..,T�—�x� E57� , �_ ,. � �: "_ . ti . . .i� ,`` ' N o .. - _ _ � - " REMOVE u � �4"�'� ,-PROP TQB _ _ F - _ O� � i . U� , -. i ,._� ._. _ .,_•_ - _ :.;. --�_ �_'- _- . . . /�\ ,; — �./ � .. . ,' i � _ I s . , , . � _O� - / _ _ _ _ \ -.. ��g _-E ��� . � ( ,,• \ '^ � ';ESS � . ' `. . ' . - .. .. � t N9y . - CB 1 - _ � 1-� - -���'-� \ \ � l Ra, / - 7/NT ._ �j RETAIN ,.Y r, . .._. - _ - _ - �_ , . � J �� � 3.' 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SUDIE � B YbUNT �= � i ," �� ��. � �:� � .� � ���� , .. � - P }96 BRIC _ EST 5 TON -CL4S5 � RIP l DB 532 PG -hA8 EST 58 TONS CLASS II RIP RAP�'� � / > v � �� DB i441PG 833 - �� � .�� r� +�/.% �r,-�� � � "� �� � END C/A FtNCE E5T l4 SY GEOTEXTILE FA E5T 80 SY GEOTEXTILE FAB�.G / � / ' - � _ cp DB 1221 PG 624 _ _ L BANK STABILIZATION �.' • S` r - -' -- I ��,\ 48"iY� � N d i b .. .. J `c + il�v=t � DETAIL 5 BM^2 -e�- O y�- � .��e oErnas „ a2�m / ���--sc ✓ � /,%; {��� � / __ -4� � �-��-� acCEss Ct1TDITCH STA 49+11174'RT _-�r.- . , � `.'� r r1 �,�i �_. ��5 y;�+�� - ' _ I/ - '� - � `�;POINf� BE . �.INo��o s�iel � " - ._ ' -, _.. � v�� `�� .� _ . � _ �� � , � FF_ .- d.tV.- 882b3' , , � - � � r S ..�— /� . ,: . _ i, _ , , . �r,om / ' b <. ,,, (' ' - �' _ _ . . _ � � , _ y �\ , �U I � o�irn ' � rC" �-� _� � ti � � � / Noluml ry\ aPe ,� " y $�' � ISBK� � � •� e,o��a z,� p : , , � �� Min. D= 1 Ft. S�� � DENOTES TEMPOPnRY FROM STA. 39+00 -L- LT TO STA. 39+60 -L- LT �a. DETAIL 51 iMPnctt iH suaFnte wnT[a ^P� �� PIPE OUTLET CHANNEL � �ENOTES IMPACiS IN y^ � BANK STA9ILIZATION SURFACE WATER si. CFonnelCFan9e L ng�F - 335' Es�. ChannelFilllength = 60' ( Notto Scole� % E��. ex�a.oi�o� - ezo cr DETAIL 6 e.�. cai - zoo cv �°� -� ,� —'�',°'"�� CHANNEL CHANGE F/ ,a+" � KEVIN J 8. (Notto Smle) / �0�� q2 �,N�� � PREFORMED SCOUR HOLE BARBARA C LUDEMAN ����r.oaOSed New.o� � N°��-� o�� . I I�'�` �Hor-ro scn� DB 2683 PG i84 c,o��d �---.1 �Wn� FiII5lope j'- CHANNHBED PIAN VIEW / — I�or'�a le� d z/ TD 7/Ft J wirH varuani caouno � M. o�- .5 r�. Leng}h- 36 Ft. � X��i�o, GEOTEXiIIE �� �B B. d=' ] F. �_Exis�, Channel � i of Lner= Class II Ri 6 5 c�. m��. FROM STA. -L- 42+85 RT TO STA -L- 43-27 RT o e n xX�m� . yae a�ac -- - x DETAIL 47 "REFER TO DESIGN PLANS EST. 860 TONS C1A55 II RIPR,4P DEfAII: CHAN EL CROSS SECTION AT U5 8 Ll5 FACE OF PROP. CULVERT �%� STREAMBANK STABILIZATION EST.1300 SY GEOTE%TILE 1 n _ NOTE CULVERi HAS 6 5' WIpE I � k x J � Noi ro Scale� FROM -L- SiA.43-98 LT i0 STA. 46+94 LT PROP. EXCAVATION �- -� �, qiTEannnHG BnFF�Es �NOT � X EST.100 CY DDE Snown qTurSTREnM FnC� PROP.E%CAVATION v„�o(oPLoo I J '�k X iom�� , � - - - - _ E5T 150 CY DDE" / - // na. X � E.i. ena��ei ena�ee �e�em as� E... �he��a� ri �e�s�h -�s -_� ��� NATURAL J i � X X - m�� 5 \ p � no, T E.i. e.�a.mo� ao cv DETAIL bA .� n �s cr � , � GROUND CHANNELCHANGE NATURAL� 2' �� 2 - 2• 9��� � \ X GEOTEXTILE � GROUND . i X X.' 100' 100' ( Not }o Scole) "' 2- .� � o- b /�/ Na��,ol - �,�; � BURY 1.0' `� � n Traa o4l�na.= v Toe iemieRP RSP, -r.oposed \ BURY ■ �■ ■ �■ ■ � G�ou�d CLA55 II RIP RAP-" CLA55 II RIP RAP � secroN q.a Narural ��," F�Ilslope y W/GEOTEXTILE FABRIC � ���� FROM L STA.45�75 RTTO QL-STA.46+50 R W/GEOTEXTILE FABRIC-� e ia ox ie�� �.o��a-� 7. , . — i I � �.«s�o �e�� S E ) Tp - 1„iFt. J 1.0' BAFFLE I CAL d r., � ($ee note) ~�O '�TY FOR RIPRAP LIMRS ONLY ��110��- \aE - Min. D- 4.5 F�. SEE DETAIL 6 FOR CHANNEL �eorEz�i�e � e ^^�•. d... � F�. � INLET CHANNEL 1NPw _ nRM ..�. � _L B= 3.5 F�. Exis�.Chonnel LOOKING DO NSTREAM CHANGE QUANTITIES _ �po�� FOR - PROYILE SEE SNEET �9 Type of Liner= Closs II Riprop 6= s F�.M'��. (NOT TO SCALE) L��OT TOUSCALE� r ��--o--� �V FOR -YZ- PROFILE SEE SHEET 2.�J "REFER TO DESIGN PLANS EST. 140 TONS CLA55 II RIPRAP w�.N ceo.ea�� k esr.zio sv �eorexn�e FOR -Y3- PROFILE SEE SHtET 25 FROM -L- STA. 46 - 70 LT TO STA. 47 -F 38 LT sTa � n3 «v� rer 'La N 0 � Pre�red by PROJECT REFERENCE NO. SHEET NO. SUDIE B YOUNT -'��� rERnnir �a�,wiN� D B 5 3 2 P G I 4 8 �; }., sHeeT s oF 22 �S r-�iooeET No. � . j ��� 1"J URS Corporo�an Nanh Corol'no � -�� � i� t600 ae�me�e� Po� o..e ROADWAY DESIGN HYDRAULICS � �.� �;� ��iJ - Morrsvlle, Norch Ca�ofno Y�56o ENGINEER ENGINEER 4 �, ti .aEF.� 9 9 00 , , � F,� s s� � �_�4:s , � �,� r � , � � �E . �__� , , « � � � � IIC7 p �/��� �� � DENOTES TEMPORARY � �� �- �(� � ' �� ' � �1� � � ,= � � /� IMPACTS IN SURFACE WATER ,�,- — — t � � DENOTES IMPACTS IN �/ � ~ � SURFACE WATER �O -J � ��' � Z ,% - �-,� �j ov O ��� � � � .�- ' � ��` , � , , O � � � I _ � � � � �� j ✓ � - � � i� DOCUMENT NOT CONSIDERED FINAL L � j� -' G:-�' i�� UNLESS ALL SIGNATURES COMPLETED � ��� �'� �' �, ��- �„�. _�' . r , . ' -i� -�� � T� -L r - � �•r . - _... �- . , � s �, ' � ) � - � ; � - �� ��� TYPICAL EXISTING DITCH SECTION � �� ��P� `d� . �, � , o °o . _ � �� �� � SEE DETAIL 48 � � � � / ���,a �� � _ '- - '� , � � , N� � � � , � � Ss 0� � ' � ° _ �% / o i �' PROPOSED STREAM `'�� ' , � � , " �� � �� / i., � ; � �`� -� � �� � ' � ��� � ������ � � � ����'�SUDIE B YOUNT ��� REALIGNMENT - _ -� -�� _� -,_ \ ,l�i � � �� �, > � � eN � � �' � � �,� e � � DB 53'� PG 148 � / . , � � , �' �� '` � -�� � , � , � -' � ��� r - , - � , ., � � � N C/A F � Y,� � ��, -' � - CB ��5` � � � �� � ` + _�' `- ��F� �'�-, Jj l � GQ, /' 4 -- �� _�g L ;5, ;,\ ' vr , , , � _ � 3 - r�. �,� / o �� /,- — ��P-g9 -� ; � � �- �,_. � , � � _ -- s �Z -��g �� I � ,�J C � ,� � �� , � , , "�5 i � ��� - 5 � - ' DB H0 3DINPG ,2€ �_ . � � � � � � - , � , � �a: � - REMOVE o � � ��� - _ _ T _ EN� � � F; � / - ,, , -- x � �� � o % � _-� �5 s�w � � k , . � � �� � � , � - � � � � `� � � �� � , , CB � ' � � � : � � s � s � , � \ � � � % - � � � � �� �� � �/ � i � - - i � � . � - , � - — - — - � li � _ ;�N�/ � � � ��,' -, -� a��� �, � -- --- � , " � c ��;� - X3 e� �' �/^/ � � �� _ �_ ---- --- --------- � - " _ � � � _ , � �, � `� � � S0� �'' _ � ��,� .� � '� _ � � �� � / i - _ ` ��-- �ITCH �SEC�TION , o�< , � , �� _ � , . � , - � % -- - - - � TAIL 49 / , ; / s � � � � _ - . -- � _ �� , cy � �' - _ � oJ., _ , . �s� F� J — — — — ; � - - --- - — — — - - - - - - -�� aT-� �, ��� � �, ; � _ E�DE - � � r � - _.-�v �- �,� �� �=�-�� _ - � �� -- , s� �� � EST. . � , � ' , � �' STABILIZAi'1 ' ,°,_ �`�'�"��,-�!� ,� 4 �� � e �� � � �� � � ���� u� � � ��b TONS CCf�� IC RIP_ _� � � � `� i � C � � �, X �U -; _ DB 532 PG 148 �� _ , F -` �g" ;;, � �ST;��60 ° _ � GRAU� - a -.- . ,� - � � , � , � � � � � �'� � � i , 350 TL 3 - . � .. - ,_ � � _ �� -�� , � i�� _ �` -- --� --- - 5 — , �- � � 42 f�� '����� � � � � , � � � �`_ ' , _ ,� . - i r , _ , �; t � O -� �._�_ _ _ . . � - _. 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I.. . � - _ � ` 11 1 i. - � , , ' � �- .- I , �� ��< <���� �� � � � �=F � R ���� � _ � � - — _ � ,�_ — — 5 — _ _ , F_ _— A ", �` `� � �� � � S � ( 2lJ � �� - PUE � � — �;'UE � PUE �' � � � R �� E — , � � - p ' � ,�� � � _— �� PUE � ._�� �,� ' � U� � . � lJ , � ,,a. �sH i �� _ �'�, � � ��� ,� -�DUE � �� SITE 7 � � ,' , sc � _� - � � , �, _ ,, , , �! �_ �� J- �— � _ � _ - Q��� � ��f « � �`' � F R� '- STREAMBANK STABILIZATION '��✓' ,� - � ��� � �� DONNA A LUDEMAN � �\ / / � ,. � � _ SEE DETAIL 47 _ � �� ,, � � ��� % DB 296q PG 1512 �w- ' � _ - � - �� �r ,�— � i i i � , _ � �— _ _ � � �. � � 5 �_,, ,J�.,,�� �� o�,�'� � Sf��-` ��,_�'��� ���gsT �� �_.,, END C/A FENCE � - �' ; �� ��;� � _ 6 ��� �� � � � � V �`- ' � f82 AccEss,� Poi�NT' � � � ' / � �- + � �,_ ,� �� i / / �` "� �� / _ --��� � � _ �s� f �, ,��`-�� � / � � � \; g � W �� � � ' ' s' � ' -- r �� Sc �� m � �? � \ ��_� , Accf � , - _� 4,� � N � � � �R- °� _�^S�E �� �v��'.��� ��t �. j �-5� � , _-_ - � P�AN VIEW �I � � ��� � �� �,� 50' 0' 50' 100' � � � ,� , � i— � 8 " � �� , _,, S , _- � � _ -� - , �', -, �, � ,' �,,-,r�_ � — sc��;_ � _ �,, i SITE 2- PROFILE VIEW ALONG STRUCTURE d EXISTING TOB I LEFT 890 �oo l��sE _ $90.3-5< -- _ i -- � --- -, ---- -2 �0 ,s ._________ 1\ 11 J L - V�.7 1. V I - -15 0 STRUCTURE HYDRAULIC DATA DESIGIV DISCHARGE _ DESIGIV FREQUEIUCY = DEISGIV W S ELEV AT lON = BASE DISCHARGE _ BqSE FREQUENCY = BASE WS ELEVATlOIU � �� OT DISCHARGE _ OT FREQUEIVCY = OT WS ELEVATlOIV = � � �- � � INVERT = 878.75' �PF — n nnRi FTiF' \� � -100 -5 0 0 ������� —L— STA. 43 + 58 PROP. 10' X 10' RCBC W/1' SILL AND BAFFLES PROP. � GRADE POINT ELEV. = 898.30' LENGTH = 161' S KEW�24 ° 2:1 MAX ( ORMAL) EXISTING CULVERT TO BE R MOVED - __ BURY NVERT 1' ►�i�-ru �i ci� � - � — ,� � EXISTING TOB RIGHT EXISTING B�D PROFILE ALONG ••� . +50 +100 +150 ����� Native Material consists of material that is excavated from the stream 650 CFS bed or floodplain at the project site during culvert construction. Only 50 YRa material that is excavated from the stream bed may be used to line 889a1 F�., the low flow culvert barrel. Rip rap may be used to supplement the 800 CFS Native Material in the high flow culvert barrel(s). If rip rap is used to l00 YRa line the hi h flow culvert barrel s Native Material should be laced 890035 FT a 9 �)� P 1500 CFS on top to fill voids and provide a flat surface for animal passage. >500 Y/i'� Native Material is subject to approval by the engineer and may be 89704 FT� subject to permit conditions. �������� �� �������� �C����l�� �C��T1�T�� �������e �����a�o�� Q�������� ��C �� ����IE�[ �iF �]Eg ���� Q�Ci[e�]Eg]��1[��� ��� �I�� 1�T�]Eg�[°iE�[ �iF �lE� �1��4 Q�C�I[a��i�i[,i[a lE��� ���� � ]�i�]Eg1���[° �]����1�� �]E�[i�l�°][� � �IF �� �D� % �cD % ��6 N Z 0 � 4 � � �.,�o � � i � / � / / � / Yt'� � \OiP � / � � /� i � / / i / /� / j / ; j / �DETAIL 7 BERM 'V' DITCH P I No o s�o'ie�b ' i I I I a��.a - c.o��a P z.� D ti.> wy c,o��a d r1Sw�n- � i � Min`W�-�1'Y1. Min. D-� 1 MaX-F3���1 Fi. , ' b=5 R. b=5 Ff. e IL'ner��PSRM 1$TA L- +33 LT TO $TA. -L- 50+35 LT FROM $TA. - � sr� �+ys iT To srn.-�- z+�a �r Y�STA l- 56+30 LT TOeS�Ufi�yN-o�+90 LT M OS�PR �N � QG 9g6 CP �g \513 DETAIL 8 DETAIL 9 BERM 'V' DITCH SPECIAL LATERAL 'V' DITCH ( Na� io 5cn'le)b ' 1 No� io s�alcl � I I �rai � �'�' owY � Gr ural 3.1 � Sloae � ound \') �N d � � Mn D- 1 Ff. Type of Liner= PSItM Mox. d= 1 F. -80 LT TO $TA.-L- 55+48 LT FROM STA 11+00 -Y4- LT TO STA 11�-70 -Y4- LT DETAIL 11 PIPE�OTCETZFfANNEL BANK STABIIIZATION ( Not to Smle) �� -- ��\��a � —' ,�-o'"�`-�°a �wk �` �d 6 CHANNEL BED Leng}h= 18 F}. Ivadame� - � � FROM STA.72+30 -Y4- LT TO STA.73+23 -Y4- LT �= 6 Ft. FROM STA. 12+10 -Y4- RT TO STA. 73+16 -Y4- RT Est.= 40 Tons of Clqss II Rip-Rop \ FROM -L- STA. 53+79 RT TO -L- STA. 53+95 RT � Pre�red by PROJECT REFERENCE NO. SHEET NO. �� F,'-3/008 7 uxs co,po�oua� - Nanh Co.ol��a RhV SHEET NO. t600 ae�me�e� Po� o..e ROADWAY DESIGN HYDRAULICS EF�orrsvlle, Norch Ca�ofno Y�565o ENGINEER ENGINEER � // � DETAIL 33 DETAIL 12 DETAIL 13 W .� .- / piW RIPRAP AT EMBANKMENT BASE TAIL DITCH BASE TAIL DITCH � DOCUMENT NOT CONSIDERED FINAL - E��s � G i� -f7°rs�i�^ w ��o��� s�oie� iHo„o s�oiei iNo��a s<aiei Z UNI.ESS ALL SIGNATURES COMPLETED � w -r-r°os'is� w � io.76' a�'i5� tom��.-. t Hmo,ai Now.ai Nmo,oi Hmo.ai li� ; 3 ! �.o��a a:� ti.> c.e��a �.o��e --,,���z� 1I 'ti% �,o��e ��n PERMIT DRAWING p ���' 10'min. 1.5 (t. d D � �/' he�°so�zs�w� M �'°ae � SHEET 70 OF 22 , - Mi�. D 1 Ft Min. D 1 3 Fl `, �_ B Max. d 1 Ft B Max d 1 3 H ��� � � GEOiE%illE � B= 3 Ft. B= 4 Ft. � DDE = 22 CY DDE= 110 GY � ._, iype o!l'ner- 1� ToG CL li R'�p-Rop EST. 100 SV PSRM EST. 106 SV PSRM � 'ile- 30 sy each �. Typc af Lincr- PSRM Typc of Lincr- PSRM :� ;i'� ��^`� O FROM STA 50+00 L RT TO STA.50+15 -L- RT FROM $TA. 50-47 -L- RT TO $TA. 50-08 -L- RT FROM $TA. 56-77 -L- RT TO $TA.56+88 -L- RT FROM STA 53+83 -L RT TO STA 54+02 -L- RT � �� ZS FROM STA. 55+04 L- RT TO STA 55+16 -L- RT ��, � ro'`� DWIGHT M FROM STA.55+07 -L- R7 TO STA. 55+18 -l- RT HIJFFSTETLER FROM STA.56+80 -L- RT TO STA.56+95 -L- RT i DB 1366 PG 251 % �,% ❑ � ���h��,�-, ���a� � �T� , PCAJA HOLDINCS 2.-LLC I iSF� ,— - � I �Rpp�WH�� � � 5 ���� DB 3233 PG 285� - x� 70 �� ` vp ,� • JOHN M MCOUEF_N r+� I _ � � r S '� �'� D8 3176 PG 1688 � � �r �, -. $� �� I.�- , � MqN � ��^ � I � 4 FRANKIE R ROACH // X bt,d�, 4 PB 9 PG 98 E C/A FENCE� � �� �, �. DB 1199 PG 629 .� � - � 9 F� � <O - +52 - ���- � ��.,F � � � ' 14 � ALCESS�f�OINT 831��� � � � �+BEGIN C/A FENCE FENCE �'• � _ _ _ \ _ ,, I �� / I PROPANE � NCE q � � �� �END G� FENCEENOCCE$� POINT END C/A F�NCEI��� �� � BE6M C/� � CCESSi POM - - � ., r � � � a5 .. .. �I A FENCE x I �; �- . . � . �I � +/2 - �� � _._� t ' , � 9ERM Yb7{EN �N Lr I ....� _�_, /� SEE DETAI�L�B H .��A�"',�..,.- .._ +00 E .1.60 � 4b' 1^!� � -� � ,�- � � � � � �BERM. V-DITCH ' ;' I "' PDE _ -x �r � p/�� I��..� - _ �3EE�DETAIL 7 . '� BDOPDE PDE ` All � PDE � , , PDE_._ .PDE 55 PDO � - . •� l � AC�ESS POI� EO�"OO � Z3j � I � z, ' --� ..- ' ' -. �pp . _ � _ -�_� , -i . . _ _ — V DITCH, , _ i - -_.-.-_r'�.- � : � PDE-�'_� PDE r� . � ,T � �- — — � — �. '_ � - _. — PDE ; _ SEE BETAIL 7 _ . _ - . , , � / �. __ - _ > _ ` i � R - � / — — — _ � -`�-:-= oo a;b" \ � R � C �I y I I —_ _ — _� � . .,�__ . . , .. G�e � _ -- ; _ : � � , - _ (� — � ` - ' � Ecnove � � eDOsow 50+00 ' � ,- e�eow- _ _ _ a� , � `� 's ----- — - -- ,-., � T C ^-`- ` C � � - -_ _ � �.,_ ' �_y B W __ _. -:-., . �. ��. EL OW='' CS �' i � . �. U Y/ _ _ -�' O EL � ' ' - � � '' C@� 24" RCP-IV �-o`" �A RCP Iv \ � �� � 2�1" RCP IV CB 18" RCP IV � O O � B. , - ., -. ��_.. �� , .�. a._, �,� ., .,.�; :_..�-' , , .:.- -. . LB....- , _: CB .. ,... _- - . �. �— Cg *- , ii���. ��: �w ;., �B � '^' �" - , 75 RCP-I IF�O�� .. �—FfMCLf ��4 � - . . �.- . ' _ -. ' - _ ___ - , _ . _'__ � � - - , 1+ o _ __ _ r�u� a -- -;� - - „ - - --- "' - Pku� x = -- - � �� -- -- --- - - -- <; � ' � � . .� �l . -�_. i �'- , � * REMOVE � ��. 'T —_ _ �� — CO d I � a� p 7 ��� �REMOVE RE,'NOVC N � - 7 ./" �O c � , _ 6 ' � . �r �" - � ,- -- - -- ,-_ _'-___ _- --_ -- =�r-=—== --- __ - -- -�_ _ _ - -� _ -- _ _ - -_ -� � � - -- - ' ,- - .,, _ - -- - -- R� - - - ---�°- � ' - - � � ��, � � - � �. �� . . T �� � cP. 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EST.21 SY GEOTEXTILC F O - r � +� % � U / � O WAYNE C HERMANCE &, - / O " -� � IQ .... � _._ _ r: �4 SEEEDETAIL 12CH DEDBR3196KPG 2000 E � ��`, ur r vEioatt Q� �... ..�..� � ,:.�`�� � lil .4�.1��, ` SEEEDETAIL 13C���...,} FRANCCS S GU�RNSEY -� ` ��'�`�� � ��� `� y\' � /n :� ;: + � y� � ACCES'� � -. V . _ � �� , ���� io�i-�re5 ...'._ SPECIAL LATERP.L V-DITCH .-7 , � � �� �� � � ,POMT '���� � y� _-- -� PB 8 PG 95 °nio��socFs � 4� $� E � p, �,� DB 1717 PG 586 = J I � ' - ,� : r��.� ""� �'�'� . �. -T^i.-�,.. ��� � m DB 1868 PG 287 � Y _, �' r , __.... '� 2, s��`� E�.F'?.,, ,-�.;s,-,.._:� � .wr�r�. - �� anoe�i0oe1ni�9 "��� � �P839�PG�107�� �'�4�,- -..�� - �. �� ��� � � i a.�=, . n "� . - - {� � - - � ` �.� � . s�: ` ��, �� � �� � �� s�� ���„,,�: �-� �-,��� �� _ ,_ . _-. BEGIN C/A � .., � ��� , . .. �.-- .� .,. '�___ _ -M, F��i�,-L--'��S( Sf E- Sf �-5ri""RE IIY � F ., �q- �_:,I 1 ,DRAINL a iS � �-�;�,�,., _ "'"� ,r� k �rl, F ,� _�.� , �r_r . � �, �_. - � . - FENCE " _.-, L � .. S l.' .:'. _. , - ` �...w JB wrSlab�LdR ..- �i"�r�'-_. �RIiP'' �-- ,.-��.. ' 1rJ +;� �b -� ..,,_..._ . r �,� _ ._ `._,�"� .` . nr^� , . ' n _�EMBANKMENT i-.-�L.t E _ - o/ e . .. ._- _ . �. SITE 3 ,_ �,�_ , � s�� ` ' E '`' � -�_'��y� . � � \ � � .o - �, _ � � " Ii Q 1 / REMOVE�, Lfl a � S\ 9 �ALDOLFO �H. RICf �"°ss STEPHEN ANDREW DOUGLAS D8 �'� � SEE DETAIL 33 �� E �Bz DB 2613 PG 1264 RIOS BANK STABILRATION � � J � DB 009 PG 107 ,o �, �, ��A 3- PB 9 PG 107 ' ROBERT E& PIPE OUTLET CHANNEL � ��W� e RE bVE# /� \\ - SITE 3 / DONNA A LUDEMAN �T.40 TONS CLA55 II RIP RP.P � t� -�� I � ` �..p RIPRAP AT EMBANKMENT ��6�, EST. 70 SY GEOTEXTILE FABRIC ' SEE DETAIL 33 w r; il �� DB 2964 PG i5i2 see oerai� n _ ,�_-. � I r�i, I'- 17 . , ��' ,. I.ln., R I P R A P A T E M B A N K M E N T � y � O � � SEE DETAIL33 �� � > �� SPEQAL L4TERAL BASE DITCH ��8��3J RICHARD A BENFIELD�� I 6 I I _ SEE DETAIL 10 N c, , �_—o �� q� DB 2279 PG 1257 SPECIAL LATERAL BASE DITCt�, -?� 9z W P B 9 P G 1 0 7 I L. RIPRP.P AT EMBANKMENT - � oeHolEs reMrow.xr SEE DETAIL 10 �� A� �;{ � �� SEE DETAIL 33 � IMPACTS IN SURFACE WATER � `� DENOTES IMPACiS IN , O� �' � r�O I�! � 4, � � SURPACE WATER � Eh E / N. 9�� � 9 O�y6„ w _ C � � � RE4R =N(. �I I�I � I - �'� � r"i �� . � II, ROGER HAM �`'-� DB 3013 PG 1503 '� i � �-'� PB 8 PG 95 ��� � � � 12 � tv?�� �� � s_� �„ ioo� o� ioo� � � , � �� -' � i T":-I ,� N '(8°19'50"� — _ � 10.19' � �X� � � PHILLIP G PRINGLE & � SCAL� I l ROCKSANNA T PRINGLE N DB 258i PG 1962 � X �; PB e PG 95 FOR -Y4-PPROFILESSEESSHEErI 25 � � �, < �� ��i = _� � � ':';3`� i I, �. �� �_ N Z 0 � y "C�y" :-��-�"— � . — �� , ___��1���-�cf �, i� �DETAIL 7 BERM 'V' DITCH P I No o s�o�ie�{� � I /I I I o�uro Ground P 7�� D ti�� µ,y Ground d r1Sw�n- � i � Min`W�-�1'Y1. Min. D-� 1 MoX-F3���i F. , ' � b=5 Fl. b=5 Ff. TVPe all'ner��PSRM 1$TA. -L- +33 LT TO $TA. -L- 50+35 LT FROM $TA. - ��.�+ys iT To srn.-�- z+�a �r DETAIL 8 DETAIL 9 BERM 'V' DITCH SPECIAL LATERAL 'V' DITCH (Na�io 5cnle) INo�io s�alcl { � 1 � `Fill � �'�' owY � Gr ural 31 � Sloae � ound \') �N d � � M n. D= 1 Ff. Type of Liner= PSItM Mox. d= 1 F. -80 LT TO $TA.-L- 55+48 LT FROM STA 11+00 -Y4- LT TO STA 11�-70 -Y4- LT DETAIL 11 PIPE�OTCETZFfANNEL BANK STABIIIZATION ( Not to Smle) �� -- ��\��a � —' ,�-o'"�`-�°a �wk �` �d 6 CHANNEL BED Leng}h= 18 F}. Ivadame� D= 6 Ft P�e��� ay � URS C n Nanh Corol'no 1600 P' eler Pork Drve LEF M 'Il N rth Ca�ofno 1]5650 4 5 � PROJECT REFERENCE NO. SHEET NO. F,'-3/008 7 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� �%� '.- / -�--- -- FR�O Y TA. -l- 56+30 LT TO STfi�yp,- �+90 LT � � FROM STA. 72+30 -Y4- LT TO STA. 73+23 -Y4- LT � � \ � -_, /! � � � 0P gpU��6 s FROM STA. 12+10 -Y4- RT TO STA. 73+16 -Y4- RT Est.= 40 Tons of Clqss II Rip-Rop Q - t-�� ' � - pS�PR VN � pG g8 FROM -L- STA. 53+79 RT TO -L- STA. 53+95 RT � 'iJ � � -- - �P�Og �`'�� (�r� � /�"� �:,- - ---�- . � - '- , . DETAIL 33 DETAIL 12 DETAIL 13 - f� ��iW _ _ �, aipkqp Ai ennenHKnn[t�i � UNI.ESS ALL SIGNATURES�COMPLETED - W �Noi�o s� ie BASE TAIL DITCH BASE TAIL DITCH � ol �No��a Smle� _-a�/ IV i�°OS'I'3' W 1 a ia me� ./� " i0.76, 10 mi . 4 uNrol Naiurol aNral v• � -- -- -- 3 Ground 2: � � G.ound Ground� � Ground / ' o ti 'z' o T� N PERMIT DRAWING .� 1. D tch 1 0 m. 1,5 It. d d M167°50'23`W ^i'� Gade M��.o- iF�. M;,,.o �3F, `1 SHEET 11 OF 22 __ . y:. ,' , B Max. d= 1 Ft. B Max d 13 H r . '. ��� . . B= 3 Ft. B= 4 Ft. -� A Ype o DDE = 22 CY DDE= 110 GY O -- OQ�g�= 9 FROM STA. SO�+EOOE�LE RT11eP RaP EST. 100 SV PSRM YP� p EST. 106 SV PSRM � O i llner.. 11 To CL I . Q A� G ' 30 sy each �. Typc af Lincr- PSRM T f Lincr- PSRM � �c0 -_ ..� ve 2P `' y^`� (� TO STA.50+15 L RT FROM $TA.50-47 -L- RT TO $TA.50-08 -L- RT FROM $TA.56-77 -L- RT TO $TA.56+88 -L�- RT 9 t FROM STA 53+83 L RT TO STA 54+02 L- RT � i� � Z DWIGHT M FROM STA.55+04 L RT TO STA 55+16 L RT ; FROM STA. 55+07 -L- R7 TO STA. 55+18 -l- RT ' HIJFFSTETLER FROM STA.56+80 -L- RT TO STA.56+95 -L- RT � _ � DB 1366 PG 251 � i �� .,. ," � _ _. � KAJA� HOLOINGS 2.-LLC . tR � . - -_. ...._ , � �- I� i r r �+ I I , ` �i �' ' f� � w>„H __ -.�' �_ _ -- f � "- � �� � 70 �� �Y� � --- � ---- _ r JF� Peµ N„��- I ... • JOHN M "MCOUEEN ---- - 08 3233 PG 285 �. ' � � � �� - � � I� -- _ � � —'- i':, � . a� ` , DB g176 PG 1688 -- _ i� +52 � M� � �� �� ; �. 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PDE�____ BERM V DITCH � � %�C4.E55 POlN7 6O�'O � \� 3` i � � \t BER V DITCH I 8D0 PDE PDE � PD _ �.foo _ -...'- �. z' ` �� R — — —�_ - - � �� oo �ao" - R � � � � PDE�'i-PD ' . � � . ., _ �. l PDE-#� � ;' ' �- .— ... PDE- _ � SEE,BETAIL 7 � . '��� . '. � ' = _ � . � � .. I� (n C V ,BDL o�w r:SO+OO I %'V - � � � _ — — — -- , _ - � , � e � , - Y — 1-il iU ,.,,; ELBOW- s. G " - r . I .,_..'. ' �� �� � �S a ,� � — -7 _�-- � — _- -___ ..... �i-z � �,i � .. L � C' . � C ... � ,. CA •� .. ., .. — -- — — --,.. � � EMOVE . r `� � ,.,.�,_�. �._ B W'�-- � � - � EL OW-' J' . � �� CB�. 2h" RCP-IV / J�A"1RCP�V ` �- 2d" RCP IV CB 18" RGP IV � O O ��� p _ -.. �:_, �i ' -� , . �.. , �.^ - � C6 - � . ._ . - �� �. C8 _ �..: .. �... .,_� .. � ��B i .,- - - CB � ~ ��F ,�� r �� _..� �. .. .. ��-. . . 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" - -' � Yc"�, -_ i SEE �DETAIL.13 fRANCES S GLIERNSEY ��� -- �1���' � `� � Z3 x_ . 7 „: -_,.,, _ O .; .._.... .� .._ + ;_- _ , _ ourterve�ourv E 1�.;'d^ ... � ! : _ OB RI7 PG 586 . __ � �;°� ' ��I� __ � �' ,...., � �ti . .. ..� ..... Q�OOQ�FCFt... / i� � t ,.... _.._ _ - � . \ . 'w-�� � ..�. ��i � �.�, u_': . '� .. �' ' �s,.t_ _ nc��wo �o�.r .es ._ / � ` ���SPECIAL LATERAI Y-0ITCH T i' � D8 1868 PG 287 - � � � ----� X . ' ., PO/NT 4 PB� 8 PG 95 4 S� r.. - ... , J. :' , , ,. 2 -�,`,�` , � F . _. ' '-' ` �:��-'�'- ---- / � �� �' DPB395PG 10714 . � ,��.' � ... . � i ,.;�`,? ;.-;�, '.� ; ^.'�/ST.S�`�, �:,., =i.��w'� ��.... __- .��_-�... ���� RADESTODE W . . ._ . �__. .. �i �' _: Sn" RE 11Y ! . ' I ', - �., p � _ � J_ _ �. {� S .. � i::%�� --��-Sf ��'.- . .. � _ TAIL_9- � �"� �, „ s"-.��'x " � .� i. ; _ ___ -� �c�o_-. �'��— .� DRAIN _ _ ��"��� o- �;��.� _ _ - -^� . ... . _ � eEciro cfa -�:,\< . ;-� �� � �� �-�=-��_ ' . �. 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PB 8 PG 95 �. ,i � � 12 � ;, � �� �- ioo o ioo ' �� �� i� l N 7e°i7'Su^� ��� I I /�— G�PR t- _ � I � . . _ ri.c� � — �10.19 I _X�_ ,��� � . GLE & SCAL� =i I' .��ROCKSANNA T PRINGLE p, II Da 25ai PG 1962 FOR -L- PROFILE SEE SHEE7 /9 ;� .�� I� � �� i F�. PB 8 PG 95 �� , ����� � �� � ` - FOR -Y4- PROF2E SEE SHEET 25 r I�� �,�� � I� � �_ � �� � , �,��i� - I �� ���- n � L� � _ I , o' I] - � �� - Gared oy PROIECT REFERENCE NO. SHEET NO. ° F/2 =� � � — � � PERMIT DRAWING _ ; _ ^ � � — �, � � —' R-3/008 7 , _. � ; � � � �, �°�----- � ��-, .� � � - �i SEE D AI�L� 8 � o �o ��H EEr Ho. 7 ACCE��' PO�NT SHEET 12 OF 22 B�ERM �7={�1TCi-I i E ��� � e ���� ��. � /BERIVI� V—DITCH I I � � , � �60o r r r k o.�e ROADWAY DE I HYDRAULICS � � ''I l � PDE — \ �=— i— �D �560— ENGINEER ENGINEER Ta� POE : : PDE 55 f00 .a�� � � ��E . � � � _ ,_ SEE DETAIL 7 �__ i E PDE - -_ SEE D� -- _ _ - � - _ _ _ M � o I 4 �PDE �= PDE I ' , , .� _ � � _ , � = � - - - - - PDE � - — — — � - —y- -- — — - P , r :: — — ' C , _ — DE R - , �o -- � — — — — ---� � _ _ — — , � — gp�-�p-- — — ' -_ , Y—_� ---- �; � _ - - - _ ,q �Q --_ = � 5OOO r ELBOW j 0 G � DOCUMENT NOT CONSIOERED FINAL � . _-' I� : -, . . ;'_, C � . . _�:-- . _. � �'! '---�, UNLESS ALL SIGNATURES COMPLETED I i ^ , _ ' _ ELB ' W � --- , -_ EL OW ° . (��, , '0 ��B�: 24" RG __ _ -, J. 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JB � w�Slab4t t�id � - __ , ��� S( � �RIPRAP AT� � � _ � T ��, � ,- �, � E O �� -- � � ` REMO�,VE � ��'��� � � '-- - `� - SITE 3 .' � � EnnBaNicnnENT � � \ � '� � �� SEE DETAIL 33 � � BANK STABILIZATION /� ;� � ` � - ' � � � � � � � �� ROBERT E& PIPE OUTLET CHANNEL Q �. �� � V� RE�� ��JVE � �� SITE 3 EST. 40 TONS CLASS II RIP RAP �� tn `��"� ���i,,_ ; �RIPRAP AT EMBANKMENT DONNA A LUDEMAN EST. 70 SY GEOTEXTILE FABRIC �,' '�� �� �'i � SEE DETAIL 33 DB 2964 PG 1512 SEE DETAIL 11 RIPRAP AT EMBANKMENT� �����, �� �'�- �' �� ��'�, � SEE DETAIL 33 � � �>-- � � -��`� � ,� " � �SPECIAL LATERAL BASE DITCH ,�' �� �� � � 6 '� - - _ _ _ SEE DETAIL 10 I � � , ;`=� � �i � �r �� �` � _ - � � � -- ,a_� _' SPECIAL LATERAL BASE DIT�� ��� - /� � I ER DE AILE 3BANKMENT SEE DETAIL 10 A � ` � � � DENOTES TEMPORARY � / � � � ` ` � `� , IMPACTS IN SURFACE WATER Q� ' � �� ! �Q � M � � DENOTES IMPACTS IN ,�� � �� � � SURFACE WATER ,_' EX SE � � � � �� �� � �, � — — I < ' � Z � � _ z � �� � , �- . �� � � = , ',� � ��� � � � _ �I�� I ,i� � � ��� i� I, �� w � 50' 0' S0' 100' >�� � � II I �� I X�''` � , � -, ��w �i " ��� � � � ��,� —.�_ ` , ��� � ��� � S�A�E _ `� I � I ��� � ,� �,� �� NOTES: EXISTIN� cre _v: 910 � / / '•1 -15 0 S ITE 3— PRO F I LE VI EW ALO N G STRU CTU RE 100 YR. WSE = 908.36' � TOB LEFT 3 :1 MAX (�J O RMAL) - _ __ -- -� 1� I\A/� - - ��Kr ------- i INV.I ELEV. = 901.36' -100 STRUCTURE HYDRAULIC DATA DESIGIV DISCHARGE _ DESIGIV FREQUEIUCY = DESIGIV W S ELEV AT lON = BASE DISCHARGE _ BqSE FREQUENCY = BASE WS ELEVATlOIU � �� OT DISCHARGE _ OT FREQUEIVCY = OT WS ELEVATlOIV = � ING 48" CMP -5 0 � �4- A. 12 + 05 PRO�. " P -P-R-O-� -D� _ �13r \ '2 .l AA A Y I � � � �. __� - ---= _L �� ---- � � -- --` \ _ \ �', . - 7 IJ. JUNCTION OX W/SLAB LID TOP ELEV. = 04. �, , � , ��� � � , - , , � __- --- - - — - �VED J INV. ELEV. = 898.40'� SL PE _ � INV. EL V. = 894.40' 0.0 3 FT/1 LENGTH = 0 +50 �� ���� , � ED PROFILE e �� �a 910 � / / '•1 . +100 +150 +200 ����� Native Material consists of material that is excavated from the stream �������� �� �������� /50 CFS bed or floodplain at the project site during culvert construction. Only ������� ���-T���y 25 Y��?a material that is excavated from the stream bed may be used to line �p�g���c��o �����a�o� Q���1���1g� 90%02 F�., the low flow culvert barrel. Rip rap may be used to supplement the l80 CFS Native Material in the high flow culvert barrel(s). If rip rap is used to 1��C �1� �����[°� �� �1Fg ����1 Q�CI��IF�l�l�i[���' ]F�l�� l00 YRa 908o3c� ��ine the high flow culvert barrel(s), Native Material should be placed ��� ����� �� �� ���� Q����y�,��� ��� 263 CFS on top to fill voids and provide a flat surface for animal passage. 200� Y/i'� Native Material is subject to approval by the engineer and may be ��°�°� � 9/205 FT� subject to permit conditions. ������° ����'��� �i�[1�]�� �� �]F �� �� % �� % �� � Prep�red by PROJECT REFERENCE NO. SHEET NO. � � F,'-3/008 8 � RhV SHEET NO. URS Corporo�ian - Nanh Corolino t600 ae��me�e� Po� o.�.e ROADWAY DESIGN HYDRAULICS Morrisville, Norch Ca�olino Y�56o ENGINEER ENGINEER DETAIL 52 � RIPRAP AT EMBANKMENT Q �Notro 5mle� 10 min +, ' �� ��"1 Dirch 1.0'min. 1.5 k. - y� Grode DOCUMENT NOT CONSIDERED FINAL cwrexme -� �� UNLESS ALL SIGNATURES COMPLETED Type olLiner= 40 TONS,CL IIRip-Rop v• �eo�e,rie- eo,�v �N PERMIT DRAWING FROM STA. 65+85 -L- RT TO STA. 66+00 -L- RT SHEET 14 OF 22 � � 0 BM'3 -LL- . _ - �= i_ - i 14 28 29 30 31� i - �- PHILLIP R SIGMON & PATRICIA A SHIRLEY R OLNEIRA & SFII�Y MILLIE _ ��� ,� , r� DB Y1209 PG 391� .. ART \ - � 5z MCALISTER DELLINGER CLINE LFI FINCH U N J U - DB 3i76 PG i688 DB 2741PG 210 DB 3115 PG 7 � PB 9 PG 98 � �I, ��x - y � • - �� h� DB 2009E PG 70i - DB 2108 I \ X �N�ts - I � }l f,..� _ � `� PG 1142 a � v i • �END C/A FENCE � � �� �� � - f,-� � � - � �zi + „�� 32 � � +g4 BE6/N C/A FENCE � .�� + -`� �U` �� ; +54 :r WORTH WRAY FRAZIER, JR & � � � � qC�CESS POMT � � � ACCESS POINT I GLENDA A FRAZIER END +�/3 FENCE �� , - ACCESSxPOINi + - W �I � DB 927 PG 353 � + ���,: �07' - _� + - I+ �1 i � � - I �'° DB i000 PG 620 �_, - - r � PB 9 PG 98 - � '" i _ A� i-t � � � ' 4R f'HI 4�•r I �. G � IN� � �SBKD -J ':� .....ba_� n`', c�o 4CGES PO % � y t � jL� __ ��- - ��. -, �I��'7 SPEC L-BACLtPF--�� r �REf�.IN .. � +�: _.:, , ". _�.�,1 `1_ .. � �, c', �'.., .r ; S IPOIN I�. � �/i K _ _ _ _ " � _ Z w .. ��V i ACCESS P O 1 � ' W �Y BK I W � � , CUR6 CUT DITCH � e sC � I I J i rt I I - � ' ' _ � � ` } W � _ > W n� ,� S[E DEfAILl4 R I I i I � E r I � � g9 3 — _�--_ �-- - w � ' ' _ �-_ ,� F — — — p+00 —r _ _ _ F — �'� � ; p ' . i = F 75 -�00 , I -- - - F � 65+00 ' � � ,a° <— O� — � —� - ' — � , — — —� O � CB 15" RCP-IV ' - F ', „ ^-U � � � u'.d�S -� _ ---C6 — �_-�� _ • -_-__ C8 - . — _ _ _ _. - GB�, h B ��__ � Ce_. � O � _.� N }�5" RCP-IV . ' . . _ _ � � . . . . . � � .-, o: :.- � r. .. .':.";� � � --_. � .-REMOVE -- . _ REMOVE �_ . I : . -REMOVE '. .-REMOVE o � � � '-� s + „ _ - - _ - _ _ _ � i _ `' �� � _ � ,_ -=- - --- _ - - - - - __ -- -- - � , � � . �_ N ` ' �`-REMOVE 4 � T a - - , o- - - -� ' .' a I �''.. REMOVE � u �.. � � i REMOVE- --�--REMOVE �. ���, r� I `� r� � �. . .. .- ... - .. �.._.— ... ° - _ — Q -E - � - i� z �.: . , _ ,. - - -.--.r=:- _ __ �' _ - - - - _ ..L_� - - - _ _ _ _ _ _ - - - - - - - -- � ,- - .. _ _-_3 . _ -- _-- -. i _- _ - �v -�. - __ _- - ,.,--_ _,..-._ ._ ._.-_. - ,_ �_ ,.-..�- __- ��,::- l -._ - - - __ r - _ .. - - _ _ - --- _ _ - t: _- _ __ _ i, . _ _ , _ _ ~ � . �� , - ��� _ I ,._ , � .^ �.'� ti r � c I r ry �• rT� � __ _ ��� ��_. _ �� � (� Cd� ;�';. I ,y, � ��.':�" CB 24" RCP-IV CB �y+.IBCP IV '.�; � I" � �MOVE -� � �`_ -' EMOVE�} i �CB - I- - �-REMOVE'� ..... 18 RCP-.IV _ , 18'�R� , I ' l. I I _ ~ • � ' �, �` ��'� ''.5 24" RCP N CB 74 R�P-IV �v I I - �/� �- F'-� s C CB F . � � ` � � I �I� I' � �., i �ir� � .w Fa I F �� T ` �' - A � _ — I � �� i � � �f ',�- — I y �I F � _ _ �,_ � _ -� � _ — — — �- F � �, � � � �� � J _ -_ ' ' �� C \ � 'i- -. � _ _ ,_ F — — �i - _ � � TI. v, p � � I I . , � K --- � � .��, � � _ � � r— �'R .. _. �r ': i — _� _ _ �-.� y - � J ' ' 'A, _ "...," -- � � � I . - -I ::i ,,' I\' /�/' .., . e✓.f. - �-:,:. 1 Se . - � � ..- ` . � f � . I �' � nccEss boi�ir I I �,i i � �� _ Il' +';""° i I �;� � '< F ,, � a cEss� �. ` zs3s Nc HicFiwaY ie sauTH ��c � I I I i I � � � 0 0 �.. � _ - - � .. �i I ��/�T - DB 2954 PG 1721 � + �, _ I ACCESS P M�� _ .. ' ,ry " -� - 3 ,� �� � � _ �. i PB 9 PG 98 J o�`� .� " � _,. _ � i���� y� ,.. � �� aia � ,-. - -�, � �`, � _ � � , Mr� � � � ,s ,`' , ' � � Z ` _ - i � �� TR �,/ - - + ' � =w - �, crr - - _ H ! m i Z U � �, accEss PoiNr '- _ AccEs � Powr� ,', �_ Eciro aa FENC€ 34 U � „ +36 O � 5�\ I�e; _ � _ � � =?-� '�,,._ _ l / +'._ + - •I � Q -� o � _ � � - MAN °' �'Ess Po1Nr = � " ��� AccEss P-0�Nr - _ , � � • � � � + AC ESS � 0/NT ' I � � _ . � � _ _ � � � + ACCE55 POINT , : . � � _ . � ':�, ' � - - o - � �� _ - t2\ � , _ . � � .- sJ � \ ' _ - f' ro . . , .- �, , � � _ ` z � - pA � `�'� � _ . o AC�BSS P �IN7� - ,� - � - �\ � \- � _` I_I_ \ -EST.'QTON EO ES B 1'Jj IC � : .1'� + s'� ` : ; �-.�� �� o .. � (`� C - - _ � 5� � m Sf. G T XTIL FA$ P ��i � li' i �� � "" .� NiR -_ �✓ � p� f ��i� ' � � � � ti' = , m +� , s � � � o accEss PoiNr � �-' ff� _ 4� � � RICHARD A BENFIELD -,� ' "" DB 2279 PG 1257 � ��} ��BASE TAII DITCH H A H RRI + TTY H RRI JO N .S E LL �� PB 9 PG 107 � SEE DETAIL 15A BE W. S E LL JOSE L RAMOS & � �� � MICHAEL E DB 947 PG 256 OB 2i97 PG i773 MILAGRAS RAMOS 0 � ��,�P_94172 BRAO�EY SAMUEL C HASS & �OHN T SHERMAN & HUPFMAN OB 651PG 642 DB 2049 PG 1617 5 GOOD BETTY G HASS DB 1680 PG 691 DB 2581 PG 1212 � �� FS�� I g 32�4'SPG A GWEN B SHERMAN PB 9 PG 98 PB 9 PG 98 PAUL J�PROPST � m r� DB 2835 PG 2040 DB 756 PG 552 DB 2877 PG 1606 P� 9 PG 98 ROBERT E PROPST PB 9 PG 107 PG 9 PG 107 pg g pG 107 BENNIE W ALEXANDER 18 L ND REVELOPMENTS LLC JAMES W SMITH & JOEL D ALEXANDER DB 2787 PG 1592 0.021 O O Z6 SUSAN B SMITH DB 2008E PG i2i7 � j D D B 3 1 3 7 P G 0 3 1 1 22 23 2 4 P B 9 P G 1 0 7 33 3 3 A 19 20 21 25 ow ' o m � m I (1 � BASE TAIL DITCH .�� SEE DC-TAIL 158 ELB W � / . RIPRAP AT � \-�; INV=92302 /� SEB�ETAIL52 � y, r» �, � N �i"IS'52" W � , U t. rA N'� 9� SS , ,I, !- � m � NCI 6�°35� 4 W 101: N�804'3 W IOJ31' N 42433°W JJ J � y�Oa W } � .�W N_ 9q W � 5°a7'd 812 4°' W '. I 0.41 i1.33 I, g o � W 99 N 731�'li' W � I � \� BFCA { 8.99' N ��2' 5' W -..' � N _iL nW BRANGH . _ FEAR ��T LINF- » o u° � PDE � - - a - �o.i3� �EE Fa o P� ' � . - = � �, ,� � �� / ,;;�� DETAIL 156 i00' �' i00' � � DETAIL 15A ease rAu �lrcH i Ho„o s�aia� z � i���� �: �' � DETAIL 14 sasEorpis °ircH , . *no � _ "'�� SITE 6 �9' SPECIAL BACK OF CURB CUT DITCH �� _. . �o���oi �`°""a ��� p 2� ��°°"� SCALE ,»�,�, � --- iNorro scaiei �.o��a z� p.�1 Ground d- w�� DENOiES TEMPORARY *»w rArneis N suxFncE wnr[R /�� �_� . HnTuaa� d GB e.eie g 2 ��� � = ISea C� hor B��owl �� ]0' GI . _� GROUND -- M n D= 1.2 Ft. M' . D- 1.5 Fi. L OENOiE51MPACT5IN }� \ — Max d= 1.2 Ft. M.d= 1.5 Ft. I F�R -- PII�FILE SEE Sl!�tET � � SURFACE WAiER 'WFen B"s .: 6.0' B '�J yFp� �..h 51ope C� Proposed D�I�. �/ 1/� — sloPe.45% B 4 Fl. W�' B'sc 6a' 8 4 F. �,,�Ai" � s2% �DE = 20 CY EST. 25 TONS CL II RIP RAP ��� � Min. D= I 5 FI. Typc o1 L'ncr- PSRM Typ. f L'incr - Clavx II R'ip-Rup ��U' EST.105 SY PSRM Ea+»t«, FROM STA.62 �. 90 -L- LT TO STA. 65'� 82 -l- LT FROM STA.65 I 92 -L- RT FROM $TA.65- 92 -L- RT �DOWNSTREAM OF PIPE� � Prep�red by PROJECT REFERENCE NO. SHEET NO. � � F,'-3/008 8 � RhV SHEET NO. URS Corporo�ian - Nanh Corolino t600 ae��me�e� Po� o.�.e ROADWAY DESIGN HYDRAULICS Morrisville, Norch Ca�olino Y�56o ENGINEER ENGINEER DETAIL 52 � RIPRAP AT EMBANKMENT Q �Notro 5mle� 10 min +, ' �� ��"1 Dirch 1.0'min. 1.5 k. - y� Grode DOCUMENT NOT CONSIDERED FINAL cwrexme -� �� UNLESS ALL SIGNATURES COMPLETED Type olLiner= 40 TONS,CL IIRip-Rop v• �eo�e,rie- eo,�v �N PERMIT DRAWING FROM STA. 65+85 -L- RT TO STA. 66+00 -L- RT SHEET 15 OF 22 � � 0 BM'3 -LL- . _ - �= i_ - i 14 28 29 30 31� i - � PHILLIP R SIGMON & PATRICIA A SHIRLEY R OLNEIRA & SFII�Y MILLIE � _ _. . ..... �.��__ ___-_ __. i ,...., .; 1 OBY1209 PG 391� � , . _. .. ART �'i i PB-9-PE 38_ . � __ _ _ _ _ . _ ,_._ _ _ _ '. , ' 762 CLWE�IFR DELLINGER CUPP NOREEN J STU ,.. DB 2741 PG 210 �- DB 3115 PG -\ � X --- -.,.. FiNCH ^ D / � � � � �_ —�` �� -- .s �� � � .� � . � ,.�. � pB 21D8 � , : - " ,b . _ v' � . - � '� � � 2084E � B PG i& � - - �� � � � -- - END C/A FENC� � • r - � q62 � � ..� � � � _ � � � � -_ l3,_ � o � 32 � _ • I� � � +94 � �,...BF6/N C/A F€NE€ : I 9 - ��rJr- , v : _ � / � 1 I _ i - . _ - r . ,N � � - � . _ . i � v �" _� � + I �'� W , , '_ � � O> -� - � y WORTH WRAY FRAZIER. JR & � � � - 5�- . _ �` - --� , �o � % �- . � � ,�_ � t34- �- � � — _ aeeess �siNr � �+ �` �� Poi r � �, lbl � GLENDA A FRAZIER l�j END C/A FENCE� _ - � � IACCE�S I'Oih� ---- � � �'6 DB 927 PG 353 +83 � i �}� � �' � i i � . � - N , � � �I ; �� ` � � E=r _ _ - � _ - I� \ _95v DB 1000 PG 620 / � _ /� , � � �, . i � . �- n K ° � PB 9 PC 98 I i �� ; k� � - , i -� AC9 - 9 � � I � 0 1 -_ � J��r� R ry ,IN - �5 KD �' —�� - �' + ACCESS PDI f, ,... � j � � � I � _ — T`�. ` 4R f]7C— PV ' .. � I \ — . I � ' _ ; J (� --�. I � 1 � — \ . —� t �- P , � � Ea � �. � , _ � � � � _ _A��Ess P �N � � � � � �, �, _ ��- __ � , . i u�Rp cu � °�� ,. i � -- - � , , i. . r ' W r � � � � i I i _ � I I � i > W � R ' ; C R ' ,- ; ' , �, � � emC ' � �s, �- 65+00 ,' �� � F _ -- — .� d f--.- � - — — —'�- '� oi -�� � ' 75+00, �� I ; � �1 ` �_ � �='� - 00__ � � ..�-- � — � �B �'� _ _ � —�-- ��—` --�'_ << - T r : �� — ce O �,d -� — — -� -�— • = O � , CB C6. 15" RCP�-Iv ;�.- C F � C8 � C-8 ._ . 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SHERRILL JOSE L RAMOS & __ - � ,� � � MICHAEL E MILAGRAS RAMOS �0 Y � BRAO�EY SAMUEL C HASS & HUPFMAN D B 965i G 6 26 DB 2049 PG I1617 JOHN T SHERMAN & �, r� �,_�;=,�„ m ;-�e 9ai 7z� �� 5 GOOD BETTY G HASS DB 1680 PG 691 DB 2581 PG 1212 � � 2 I v 93415 � GWEN B SHERMAN PB 9 PG 98 PB 9 PG 98 PAUL' � FS � DB 2835 PG 2040 �pG796PGG107z DB 2877 PG 1606 BENNIE W ALEXANDER P� 9 PG 98 ROBERT � E PROPST l PB 9 PG 107 PB 9 PG 107 18 � 2� ND �EVELOPMENTS LLC JAMES W SMITH & JOEL D ALEXANDER DB 2787 PG 1592 l O O Z6 F�-� 9 3254�POG,d021 SUSAN B SMITH DB 2008E PG i2i7 19 �� -'- � �� DDB 3137 PG 0311 22 23 24 PB 9 PG 107 33 33A � '� ! 21 25 '�, � _< � ; � o - v �-i`taiE T�L DITCH _ � _ I SEE DETA L 56 _ EL�i,"o- -� . �y �P AT _ � -_ _ Z i EnnFr+NKMEt� - - _ c L� f» \ � ,i, �-. � oEhttC y /"``-1 � i 61°35 � �S � � z ,.-. `�.— ._ ��� �.������,\.�{.��/,. �� _ i,49"W 78no443nW BRANGH N IOV352 W N t424 3 W I�� 5, rA N'� 9 . I, l. N � J � S . � ,.._. ��.'�� , �„— �' �/FF� �� (, L � I)C.I�' IEELINF� �ri�'L,,"I i1.3� . W � W i ' � PDE , . . i�s.sa- N ���� o ,.. � ��s N �� , � $ . �aa� w io DETA B� i00' �� vi / � ,/�-. FEAR � FR — 0 m m � - . ... 0' i00' � DETAIL 15A BASE TAIL DITCH i Ho„o s�aia� z � - �� �: � DETAIL 14 sasEorpis °ircH , . �� � � � "'�� SITE 6 � � � 9" SPEGIAL BACK OF GURB CUT DITGH ����ro� "������ �`°°`� �� � 2� �`°°°� SCALE ,»�;�, � - ` - iNorro scaiei �.o��a z� p.�1 Ground a w�� DENOiES TEMPORARY � �-� '� d 2 iAW MPACTS N SURFAGE wATER �� I _� . NATURaL Geotexlle g ��� � ISea C� hor B��owl �� ]0' GI . _� GROu D M n D 1.2 Ft M' . D- 1 5 Fi. ��,yQ OENOiE51MPACT5IN eic \ ��� Max d 1.2 Ft. M.d= 1.5 Ft. I F�R -L- PII�FILE SEE Sl!�tET � � SURFACE WAiER 'WFen B"s .: 6.0' B '�J yFp� �..h 51ope C� Proposed D�I�. �/ 1/� — sloPe.45% B 4 Fl. W�' B's� 6a' 8 4 F. � 52% �DE = 20 CY EST. 25 TONS CL II RIP RAP ��� Min. D= I 5 FI. D A/ Typc o1 L'ncr- PSRM DDE- 100 CY I ��U' � � EST. 105 SY PSRM Typ f L'incr- Clavx II R'ip-Rup Ea+»t«, FROM STA.62 �. 90 -L- LT TO STA. 65'� 82 -l- LT FROM STA.65 I 92 -L- RT FROM $TA.65- 92 -L- RT �DOWNSTREAM OF PIPE� � 0 � ro N O � DETAIL 41 PIPE OUTLET CHANNEL BANK STABILIZ4TION (Nof�o S<alef �`°� „�, ,.� --�a�;°a ° e^ M , 2.0' � o a cNnNNEi aEo �vawnia� Length= VARIABLE D= 5 Pt. FROM STA. 189+79 -L- LT TO STA. 189+38 -L- LT FROM STA. 191+28 -L- RT TO STA. 191+43 -L- RT FROM STA. 192+68 -L- RT TO STA. 192+97 -L- RT FROM STA. 193+10 -L- LT TO STA.193+27 -L- LT 102 �ti \" � MARY CALDWELL BEATTY � � WB 86-E-468 105 � � � MARK L EL�RETH &�.,�,,,�i�. � DELTA H ELDRETH � � W D6 3205 PG 1971 � � PB 36 PG 98 � � �� � BANK STABf1�IZATIO�J „ y SEE DETAIL 41� \� EST 15 TONS C1A55 11 R� RAab � EST 25 SY GEO7fxTl � C E—E `^ � ^r v 1 - . � . C `_� � •� \ � -' -_ __ - _ H ,; O_ _.....� _. -- ,.. . . - - ..- -\ � t�- � SITE 4 � � - ..�-_ -.. . _.. .,_; _--_ '�---- �J ._._" � ,_� l . T., ..:�___ __-.�. Q � � �t�� � -I�'� �_ I � REMOVE � � I._`' - � 3M"9 -E- STA 201+82 �5b8'l.. ELEV.= 975.79' � DETAIL 42 SPECIAL LATERAL 'V' DITCH �No��a Scolej � — rm NaNrol �,� � Slope �2:/ p ��o e� �l M��. o= � w. Type of Liner= PSRM Mox. d= 1 Ft. FROM STA.192-�-97 -L- RT TO STA.1951-00 -L- RT HOWARD J MINCKLER DB 2738 PG 407 PB 36 PG 98 � I 106 r coNc � I" �I o ;� � I I\ �� �\ � 1 � �� BEG%N_ C A f ND C%% �'E � \ i ; +75 � +/5 ACC�ISS QINT - � � I i � 1R C� f �� I .W / �� ��0-fQQ `I _ _ � REMOVE �� , _ � � � .�I � .• � i .. I _.. i � �� C / /\ I�, �i '�� � I C � — — — END C/A ENCE I-. � PUE +B6 ;::--�> � 1 r p� I'U� - PUE — PUE i � AcCEss acces's I�oiNr � � �p�im,r ' � � / U � U'a��EN HERMaN & � ' I / � � ,���� SARAH HCRMAN;4 �-- � DO i9i3 PG 708 �� y� J`�' I J� � � I ��� Q P 36 PG 98 �� 4 � " � I is5ru � � � 103 � �I � o � � 1�� �w � � � � I r 104 � �p i� �.e � � MARK L ELDRETH & � � � � �� (� 4 1�3� �.._� � DELTA I� [LDRETH / � i t_F� , DB 3198 PG IRI I PB 60 PG 59 � � / \ � � � ���� / / / � � � � � �, ; �� / / �. 4 � � / / �'"�, / / �" �? � 4 / / � � �� � i i i i / �5� �-,, � / / � � / / e/ J�/ / P� 4I � F� I � wl � i � ,__� I VI I P� � � � � � � I I I � � I � I I i I � � SPECIAL LATERAL BASE - SE SITE 5 � ES7. 30 TO a .. '�EST. 50 SY GEOTEXTILE FABRIC �� EST.DDE-215 CY � " SEE�-CROSS SECTI6N DET�i ���:�� F _ � _CAT-1 � -- � . DETAIL 43 SPECIAL LATERAL BASE DITCH �N ��o Scale� NaNml � � � Fill Ground 2:� D ti\��e� 5loae d g Min. D= lA Ft. Mox. d= 1 Ft. o{�iner- PSRM B= 4 Ft. FROM STA. 793+26 -L- LT TO STA.194+85 -L- C DETAIL 44 SPECIAL LATERAL BASE DITCH � Nn� �o Scale) Natural Gro�nd ' �:� d�� Slope a ° B Min. D= 1.4 Ft. Max. d= 1 Ft. Type of Liner= PSRM B= 5 Ft. FROM STA. 195+37 -L- LT TO $TA. 197+43 -L- LT N 60°20'22' W 285.42' � � � �. , _ � � I I�i �� i i � I� / I� � iSPD � � � ^�� v.�� I � �I � ' ��\BST J IL �' ` ; BEGIN C/A FtNCE 709 , ENoLcia FENCE ' ` +Gs +88 SCOTT L LEATHERMAN� A�CESS P(DINT�� r� ANGELA R LEATHERMAN � SPEGIAL LATERAL BASE DITCH DB 1917 PG I155 ,� ;- SEE DETAIL 44-� D8 2209 PG i062 i � foo RFT IN ��� PDE P E I PDE PDE --i :--- � � _T3 d: - � — � � :-S7-j-__ — � BANK STABILI. �, SEE DETAIL 47 REMOVE \ � - - � �._. T - I �f�f PLUC'y �lll ` -�.-' . :\ �� ' REMOVE � �—SKEW-98' f v ��� ���� .. CAT 1 - HW� � . y : ,, _:-. _ ..-.._., � '- : _ � ' F —.—�--,F —� -- — � OG� '-- � I1F . Pl E PUE _ PUE DUE �` -- -----DUE �� I BEGIN C/a;FENC5 �'�, Cr �� rti* J <+� PDE PDE �J - } �., � f60.60.RCP-III� T t `L � � �� O L I ' oUTLEi ELOCiTr - I � ��� � F�� o,o-es c�s � snNK s neiuinZioN ',_ � RCP vt ta5 Frs PIPE OU LET CHANNEL �'-gP.NK STABILIZATION �� (-� � EST. 42 ONS CLA�S II NIP RAP SEE DETAIL ql '�� i� I � / ' a.'�J I ('� `°' � �,� EST.75 Y GEOTFXTIF FABRIC S � I � �'`;,� ] � v . LENGTH- 20 FT. � �+ � �"� �� wJsf-.� � see �Eina ai � C 3 � SITE 5 �SPEQAL LATERAL V-0ITCH �'�, � �� SEE DETAIL 42 � � � �� i S V ORA ELIZABETH END C/A FENCE I �'v � {��� J� CLWE HEIRS +63 \�5{ DB 2463 PG 1162 q� UDY H COOK III �SIV � I \ � � C r���8 2179 PG 514 .v , ESL 63 TONS CLASS II RIP RP.P O �'+ I �f `' S '� EST.75 SY GEOTE%TILE FABRIC jOH } EST.DDE=20 CY �� I G L-�.,.�,_� �O% � � SEE DETAIL I \ i �_. _ . . I 'I � I t.PNOPY ( -.,.�.k��� J; /%: � � / � \ \ /� �, �� � $ � Z..,�`" � / _✓. �� ���� � � � �� ��� � / / . �. / ^W / �� DENOTES TEMPORA0.Y Jj"j� IMPACiS IN SUAFACE WATER �j'//�>/�I �uR�ce wn:ERrs iN ❑ DETAIL 46 )ETAIL: CHANNEL CRO55 SECTION AT U5 & DrS FACE OF PROP. CULVE E%IST. GROUND LINE —�., f PROP. EXCAVATION . _ \ � I EST. 275 CY DDE �' - _ z.af CLA55 II � II � RIP RAP � `rv � � BURY 7' � GEOTEX?ILE FABRIC - � M 7 yl 4 � 2_ N�4 \g �6' w LOOKING U ST EAM �59.Z (NOT TO SCALE) r EXIST. GROUND LINE PROP. EXCAVATION \ � EST. 20 CY DDE � 2.0'� �� -_ _� _ � __ CLA$$ 11-'� H RIP RAP � �y�EST.2 CY EARTH FILL �� 1 GEOTEXTILE FABRIC � 7'.� �. 1 � BURY 1' z OUTLET CHANNEL LOOKING DO\NNSTR[AM (NOT TO $CALE) REMOVE P�e��� ay � URS Corporo�ian - Nanh Corolino 1600 Perimeler Pork Drive ¢EF�orrisvil�e, No�rtc Ca�ol2� 1]5650 4 5 110 CHARLES R RAMSEY w & TINA H RAMSEY m D8 1837 PG 1067 �z � � PROJECT REFERENCE NO. SHEET NO. F,'-3/008 /7 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 17 OF 22 \ � _� � �'F - .. - -'�;o,eA�. ,-�-' - i - _ _ -�, -�, - ��.a0_P� � _ I58 ST � a-tri_r—�.. — _ � � ' - I� � — X — — — _ _ _ _ _ ` - ---- ' D.' - i� c.T - --- --- � i -REMOVE �T {��ti�fl ���C1�G�v, - �, � — — — — _ � / I I / /� _ � — �'. R��� — —/�� — �- -` � — W —f �� ' GIiJ C/A ��NCE � �� , �� `. 3/ A � __ i.i= � �� '- \ / �\ ,, �/i ,,; i o ���� Ow / � ELISSA D BARNES i� � � ��� // � f.'> �� & DB 2559APGA 66ELL �,j_'��\�\6'CDNCII �� �f� � ��a /� coNc \ � �o/ ��� � � '��'— � / Q �:` � , J� � �� � ,r ,��''�4 "� �.. ,f`� J ._ � r MTL � � � Y �t�.�., W/ CANOPY 4,5 N,q z 3 �"` .n✓ �16 � � 4�4� �� ' ����:v�-�-��^-'��s�r-�-�..� ^-�^r � �,„�, � � i � � ��� � � '� �RUI1N5 ( /�` y ��� —� �� / `� ��, — �,,, -��r.,�..� J � t � � � �?� ' r �/ / / r� / // �i ii FOR -�- PROFILE SEE SNEET 24 100' 0' 100' SCALE N Z 0 � 102 I DETnIL 41 DETAIL 42 eire ouner cnnNHe� SPECIAL L4TERP.L 'V' DITCH BANK STABILIZ4TION �No��a Scolej (Nor�o Smlef � �°�' -� „�, ,.� -'����d � �-rm NaNrol �,'� � Slope f �r �1 p F�� � z.o�� �l cNnNNEi aEo (va.�obie) Min.O= 1 ft. Length= VARIABLE Type of Liner= PSRM Mox. d= 1 Ft. D= 5 Pt. FROM STA 192-�-97 L RT TO STA 1951-00 L RT Pre�red by PROJECT REFERENCE NO. SHEET NO. �� F,'-3/008 /7 DETAIL 44 WW SHEET NO. SPECIAL LATERAL BASE DITCH uxs co,po�m�a� - NanH co.on�a � No� �o Scaie) t600 ae��me�e� Po� o.�.e ROADWAY DESIGN HYDRAULICS Morrisville, Norch Ca�olino Y�56o ENGINEER ENGINEER Naiural �¢EF� - � ��-14� Gro�nd ' �:� d�� Slope a ° B /, _ Min. D= 1.4 Ft. Tf Max. d= 1 Ft. �O Type of Liner= PSRM B= 5 Ft. FROM STA. 189+79 -L- LT TO STA. 189+38 -L- LT ' � FROM STA. 793+26 -L- LT TO STA.194+85 -L- LT FROM STA. 195+37 -L- LT TO STA. 197+43 -L- LT �� FROM STA. 191+28 -L- RT TO STA. 191+43 -L- RT FROM STA. 192+68 -L- RT TO STA. 192+97 -L- RT �� FROM STA. 193+10 -L- LT TO STA. 193+27 �- LT N�L �0'22' W 285.42' - ^ v'pf PERMIT DRAWWG ��t r. ;,,,,_, _, � SHEET 18 OF 22 �,:�. � _�—� ��� 3M"9 -E- STA 201+82 �5b8'l.. ELEV.= 975.79' � � I -� i HOWARD J � i MINCKLER II � i � � . _. ___ _- �isFp � � / �� DB 2738 PG 407 ......:., I � P8 36 PG 98 � / � � < s 10 � l i �106 ' � I�I�� , �q. I �� ' , � �� aaRr�a��H RaMSEv � �� - , , � ; � ' �� ' � coNc � - �� � � , . - , . � � � � ---- � MARI' CALDWELL �BEATTY �" � ���r�. I� � � .�' ' � /� � //�,/ / �.�� � �' � r r��-? C/A - � . DB 1837 PG 4067 __ _9�6� _-__. � �,\ ., B 86 E-468 . � � � � - � g4� - � � z � - ..._ _ � --- --� �_ I � � I] o � . , � i . � BEGiN FtNCE m . .�8 , � ` CIAL LATERAL BASE CH� SCOTT L LEATHERMAN &�,�NCE +48 ._ �, i\ � � �� � '� 105 �-�� C 1 ` � 7,09 END, +88 � � ; �g `a� � , ; DELTA H ELDRETFI , � � ACCESS P(�INT �� � � ' � '� �� ', � l SPE� ��� . � „��' . ... I � �U D6 3205 PG 1971 � 1 �� �, � C A FENCE SE 'j � ANGELA R LEATHERMAN � SPECIAL LATERAL�BASE DITCH� �`— ��'� �� I,i�, , � ,,Z � � MARK L C��RETII & � _ ` , , . � SITE 5 � � � oe zzo9 Pc �oez �' i ; - - ` _� \/� I � ;,' -- � PB 36 PG 98 � END C/b-'. 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T , .� . 4. � � , �. � �' ` � t" / c, � �y , ,� , � _F�,, � Q�o=6S CF5 I �...BANK 5 ABILIZ ION � 1 �-� ,J � -ALLEN HERMAN & � I . I + . ; -'` I 1 �... ti3 RCP vi _tas rs PIPE OU LET CH NEL �'/�� ����-BANK STABILIZATION ��� ` ; "`� �� \ ... / �: . / / W o �.� � SARAH HERMAN '� . � � I I Q -., I I r , � I F' � EST. 42 ONS GLA S� II RIP RAP _ � � SEE DETAII 41. . . . �', � D ' ---+ - �+ � �� `'�w / f � ��� ELISSA D BARNES . _ . DO � 316 PG 988 � � J � ��yK¢'. c .C5 � .`ieNGTri 2a FT.� � � ` �� , '�;� � � ��� / �� � � & DANNY� A CALDWELL ;.- ..� I � N �� � , a ,. w� ' i {"� -..,� � SPEQAL LATERAL V-DITCH .� ,ACCESS e0/N7 L �� \ , � i1� ! . �'� ... f DB 2559 PG 1666 _ . - ..... � - 103 " � .� � °- z I � �- �I�,ry� N i � f�- �r.�sr`��"`i � :�SEE �Erna a�EorExri.�Ric x� �I' I . �SEE DETAIL 42 � ' � oNi� \ iJ�� p�� _���.'� �-..I', . 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I I I � / �/.....1 � ' ..., .. \ - .l� \ �� � �PNO��� I � . _- � ' _ ' ` — � f � � � r'l DETAI ; 4� y � _ 4r4 -� � -_ _�, � r I " , >� , \ � L 46 5 4� nu�`�s( � ��`� t�a 1L"6� _ ` � . � � , I ,, 1� Q � � 4 � � � � � -- , - � .--- �`� � . , r �'� DETAIL: CHANNEL CRO55 SECTION AT U5 & D5 FACE OF PROP. CULVERT � �` � � ��, -- _ � -� � ��� / l/ � __ _- _� � ��I� -' i�G _i . 5� E%IST.GROUND LINE '1 �-�-�'- '��_ \'-, _ �43 / �..'' t _ 4i / / h . '� � _ i - J � - — ,' - � --- 4 / / � � I . ' _ _ _ _ T. 275 CY D • _��__ � - _ -- � , / /� � ' � i �—�=� � .,r , � y _ _� � � . � , — .;� - -- --� � � � � , - __ = �_—___� _ �. � PROP. EXCAVATION � �; � i ` �� � _- � � '� -' � , /�-� �/��� di i � � � ,- � - � � ��� �y �� es �e � � � � � �� A � ' , ✓�- i � _ ,, , , � , — ��� anss u � ' ��� -- _- rv r L i y� � �o, � � �� � / / ��. � '�:. / � ��, � I '�I � RIP RAP � l BURY 7' . � / / ��� �� �.. . " � � � � , ... � GEOTEX?ILE FABRIC � �-'� . J"'� � �� � � 4 1 • y '°�F�,( I I �8• w� iN�Er cHnNNe� `U I I N�°'�\9;Zy� LOOKING UPSTREAM � / (NOT TO SCALE) �� �� i / r EXIST. GROUND LINE w/ PROP. EXCAVATION I \ � EST. 20 CY DDE � � p/ l, / � \ 2.0'� � -� — ' �• W I I � RIPSR4P � �y�EST.2 CY EARTH FILL � � �+ 1 � � � MEp otssiNE s�incE wnrEa GEOTEXTILE FABRIC' � FOR -�- PfiOFILE SEE SNEET 24 � � oEnoies imancrs iN ���� �- �- BURY 1' �� SUeFACE WATER 2'� IOO' O' IOO' I I OUTLET CHANNEL � � � �ooKw� oowNsraennn (NOT TO $CALE) ( / SCALE � Pre�red by PROJECT REFERENCE NO. SHEET NO. � �� *�� �-3/��� l% � � DB 2738 PG 407 Vi�w7 � SHEET NO. P B 3 6 P G 9 8 �as �o,Po�a„a� _�a�� �o.o�,�a � t600 ae��me�e� Po� o.�.e ROADWAY DESIGN HYDRAULICS Morrsvlle, Norch Ca�ofno Y�56o ENGINEER ENGINEER � 1 I i .aeP � w in. �'� � ��i ���� �' �1 I' ���06 � � � i - -� � �� I � ' � � " �`�' GONC I I � � �� � V '� � �� I � -� � � � t I � � � I � i\ i Z ��� �� 1 1� � 1 OS � �� 1 \� � � O9 I ND C DOCUMENT NOT CONSIDERED FINAL � y ��� 1 � UNI.ESS ALL SIGNATURES COMPLETED °� �_ � �r F _ c � ,`� �� � `� � � \ � � _ � 1 c�Y _ - - PERMIT DRAWWG RK � E�DRETH &� r,-���,r��,j��:,� �� � '` �- SPECIAL LATERAL BASE D��CH �� SCOTT L �EAT�HERMAN & sHeeT �v oF zz LTA H ELDRETH ����� ��� ' �� _ BEGII�_ C A FENCE �� ANGELA R LEATHERMAN � '�' �� � - � � � f75 = " SEE DETAIL 4 B 3205 PG 1971 �. � ��, ` '�. `� , ' � � � < �� � �� � ��� � �� =� SITE 5 � �B igi7 Pc i�55 '� ,� BANK STABf�,IZATlO�I�� �, �('� END C�,��� E��''E �ACC�S�'rP�J/NT �, -`-�� _ � � I� DB 2209 PG 1862 '�,� � I �� SEE DETAIL 4�, `� � ` _ � � _ _ , - � _,� �, V, EST. 30 TO A F�A�-,, � ��� PB 36 PG 98 � � �� , � � �� � ' �" `' `' l 5 +00 �r R� EST. 15 TONS ��ASS ,�I f� R f��"��z "I ���_ � � _ � � , s� � `_ � � � �`EST. 50 SY GEOTEXTILE FA�f�IC �� ;� ' � 'i � � � �� ` i ' ` � � � � � t . ; , ,. �s'�,. ��E-2�5 c� � � � �,_ � � DE - �� PDE - - - - - ----- - - - - - - - Y E � , > ' EST. 25 SY GEOTfXTI ' R _;, � � D - SEE ��tOSS SEGTION DETi�IC 3� � ,L � --- � - � --- � __ � _ �, �,� _� , �� C �-�'�� � i� f �� �- , � �� r � rr�7 _--- �- �__� _ � ___ � � - - � -- 7= ___- _ _ _ �- � � - - � ,� - ' , C — _� -� < , � � � � � ' � �� i � _ — --- — — — � � — l _ � � ��9� '�� � � � � ��s EE DETAIL 41 � -� �'I � ` / �--- i T .� � �,T ' � ' _S � � ..,. C � .� ` F � � � � BANK STABILIZATI�N � _ f_, , , ; -,— _- — --� _--- " � �' � � � � �' �� � �_� -�-- � _ - ' � - _ ,� � 1 _ �'f w� ` . REMOVE i 1S- - - CAT-1 - - - - - - _ - - - - T � � � ��� _ , - - _ - __ -- _ - - - - �- y � � 60-- Z I REMOVE � SITE � \, a A��/ � P/VROPOLLD(L=18'9R,C6C -�- ` > � w _ _ — _ - � — - — - � —�— � ' - � : I �� � - _�, _ � _ — —� -�� -'� � � I I� - - Q_ - �- � � =� �� ----_ ��� ��-��., - '�_ -' � � i � � -- � ' _ , 1. i� i �� REMOVE � . _ - ' `— REMOVE � , � i � � , � � �� �� i � �i i _' • s � SKEW-98° ,�� � � � � � s i � � - � _ 'i i , - i = � A � TL— , ; = , � � � � � CAT-1 ,_ - . - �� i i ; ' i � � HW � ` -� s � C � -- i J�, - - � i — — — --,- r � , �v � � � i i � — � � � � -REMOV — � — I _ — �,� _ s _ F — — — F — — C i — — � � - � — � � _ �_ � � . r � ��� � A _ . _ _i - - - ., '� , � - - -,�c�ss � PoiNT � .- s r- - - -- = - -- � - ; _ ��, — � � , _ � PUE ' -" PUE PU � �UE - -� P�UE��� P�. E - PUE - � M �_� � PUE i� DUE �-'-- -�= -=--6UE ' � -, o `� ' i �� �i � � ' �" � ba �, R PNiu� i � 5,__�. O �; ' PDE PDE ' L ACCESS �POINT Q� � 8�- GlN C/A �� �� �- W, f60 " � � W ' i � z � ` i t �.�Y � > � __- ' � s� � �_l ; � U I � Q I OUTLE ,VELOCITY � z �� � � ` �� � �� ISFC� �' Q�o=�,s cFs BANK S ABILIZATION � \ I W i i,�; � ;� � L v i �� s�� z � BANK STABILIZATION � �, i � � �, x`, i � s� RCP vtq`T�4.5 FPS PIPE OU LET CHA�INEL �� �/��� � SEE DETAIL 41 f � � r�x '���' �� �`] `�' ° '� i �y��'- � —��' EST. 42 ONS CLA�� II RIP RAP � � N � � v -�� �i �i �'. o � � i ��-��, � � 4 � ���,� EST. 75 Y GEOTEXTI6�FABRIC � � � �� � �� �, i�QKo � N r ���� W� � L�-� �ENGTH 20 FT. ; �� � ' SPECIAL LATERAL V-DITCH � � � � � �' � � � � ��, sEE �ETai� a� ���� �; � � �, SITE 5 � � , � �� �� , � � � �� � _ '� 5 zi, SEE DETAIL 42 r � � � �s � -� � �i �� ���' � � � i �� � �� �,�j� � � �� ORA ELIZABETH END C/A FEN � 4 � i s� �� i i � ' � �'�"� � �� v� I � , � �,� / � i � � CLINE HEIRS �n -/-63 � E�DRETH & �� ---� � � � r— �� � � i�� DB 2463 PG 1162 `�� � H ELDRETH � � � `� `- �UDY H COOK III - _ ��� � 8 PG 1171 i � ��, �i `�� _ �B 2f79 PG 51q ��� �� EST. 63 TONS CLASS II RIP RAP �- � � i ��� �,� i � , � �'�� �� � � EST. 75 SY GEOTEXTILE FABRIC � OH � � 0 G 59 S �, � � � i � _ � -. � � �v, EST. DDE - 20 CY � � --� �.� i �� �,,� ��7 � SEE DETAIL �� � !� � �___ �� � � �o ''� �� � � I � % DENOTES TEMPORARY �' i � ��,� � � � � I � � � IMPACTS IN SURFACE W/aTER � w��� � � � �� I `� � , .�w � DENOTES IMPACTS IN ��� rAN�PY � �' ' � P�AN VIEW ��Q � i �% suRFace wa1eR � 50' 0' 50' r�z � � _. � - �,�w � i � , � ��� � � � / ��� � , ��� �� SCA�� � ��� � ��� 975 970 965 •.1 955 950 S ITE 4- PRO F I LE VI EW ALO N G STRU CTU RE -L- STA. 190 + 23 NOTES: �� . � EXISTII��I�LVER � AT STA -L- 189 + T BE REMOYE �� • �`��P-O-f - e. � LEI'����i - 233, SKE = 32° 2:l MAX N O RMAL ��� � 2:1 MAX O R L -�"- -----------_ JUNCTION BOX� 50 YR. WSE �' ��- W/SLAB LID � 100 YR. WSE = 63.4' � \��-- TOP EL V.=964.56' - =963.69' - ' � , , � � ' � � � �� ' NWSE = 959.6' � — - - -- � - � -- , - --,- - - - _ � EXISTING TOB RIGHT , , ---- � � � _ _ , INV. ELEV:-=- 9��.7�'-- �-� -- ,, --- - � / -BURY INVERT 1' - $_ - � I V. ELEV. = 958.40' INV. LEV. = 953.79' %�j --_� EXISTING TOB LEFT - ' SLOP = 0.003 FT/FT `� INV. ELEV. = 53.70' _ , , � NG ALONG PROP SED PIPE -2 00 -150 STRUCTURE HYDRAUUC DATA DESIGIV DISCHARGE _ DESIGIU FREQUENCY = DESIGIV W S ELEV AT l0/V = BASE DISCHARGE _ BASE FREQUE/VCY = BASE WS ELEVATlOIV = OT DISCHARGE _ OT FREQUENCY = OT W S ELEV AT l0/V = 80 50 96304 85 /00 963a69 368 500 f 970a1 -100 CFS YRo FT o CFS YRo FTa CFS YRo FTo -5 0 U +50 + 100 975 970 965 •.1 955 950 +150 ID������� �� �������� �C��I°��I� � cC��7��`� i[�l�$��II��C�I°o �4���o1�o�i QiEg��1L��1�� 1��C ]1� l@��1E��1[�IE�[ �iP �1E�; ]1��D� Q�lia�][�l��l[�l�T 1E�1[�� ��� ��iE��i�[ �lF �]E� ���� ��C��.,][��1�i[,1[� 1�➢�� ���� � ]��1E�1�i�°]� ������� �l�[IEIE�[° �� �]F �� �`� // �� % IL�6 S ITE 5- P RO F I LE VI EW ALO N G STRU CTU RE NOTE: PLACE SILL I' INSI E INLET AND OUT ET OF THE CULVERT. BACKFILL TO THE TOP OF HE SILL 2:1 965 YR. WSE � = 962.26' - 955 (NO 50 YR. WSE - = 960.9' ---------� -- — --lV_YV _ C =_7�3. I_—L , 945 —150 �.•�li �� —100 STRUCTURE HYDRAUUC DATA DESIGIV DISCHARGE = 480 DESIGN FREQUEIVCY = 50 DEISGN WS ELEVATlOIU = 96009 BASE DISCHARGE = 580 BASE FREQUE/VCY = l00 BASE WS ELEVATlOIV = 962026 OT DISCHARGE _ 1100 aT FREauE�vcr = �5ao OT W S ELEV AT l0/V = 97005 I CFS YRo FT� CFS YRa FT o CFS YRo FT o �J— — -- -— �--_ � —5 0 � —L— SIA. ly1+y/ _P_RO P, 7' X 8' RC -P-1�0 P . � GRAD E -CEN_�TFI = 13 t CKFW — 9R° d W/1' I F�I—T — EXISTIN� CULVERT TO BEI REMOVED ----- , -- --- — ---- — --- ----,--------- ------- -------- = 50.31' BURY IN` INV. ELEV. � 949.15' WITH 1' SILL � +50 + 100 Native Material consists of material that is excavated from the stream bed or floodplain at the project site during culvert construction. Only material that is excavated from the stream bed may be used to line the low flow culvert barrel. Rip rap may be used to supplement the Native Material in the high flow culvert barrel(s). If rip rap is used to line the high flow culvert barrel(s), Native Material should be placed on top to fill voids and provide a flat surFace for animal passage. Native Material is subject to approval by the engineer and may be subject to permit conditions. +150 �������� �� �������� ���� il V'V' llD� ����A`l' ��y 1�]f���]E�C`�o �4���0110� QIE���ll��l�� 965 945 + 200 T��C 1t�b 1��1E��]E�[ �� �][� 1L��1L ��C1[e�iEgl�1�1[���[° ]FgI�� �?�� ?���lF��[°]�[ �lF �I[$ 71�114 Q�C.�ILe��VIE�,IL, ]1��� ��°�°1� � ]P]�]E�l�i�� �����1�� �l�[]�1�� �� �]F �� �� % �� % �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 28+68 to 29+16 -L- 6'x7' RCBC (Culvert) 0.01 99 1 28+68 to 29+16 -L- 6'x7' RCBC (Stream) < 0.01 52 1 28+68 to 29+16 -L- Bank Stabilization < 0.01 < 0.01 48 3 2 42+85 to 46+98 -L- 10'x10' RCBC (Culvert) < 0.01 52 2 42+85 to 46+98 -L- Fill/Channel Relocation 0.05 < 0.01 413 32 2 42+85 to 46+98 -L- Bank Stabilization < 0.01 < 0.01 39 11 2A 46+79 to 47+76 -L- Fill/Channel Relocation 0.02 < 0.01 177 33 3 11+82 to 12+18 -Y4- 60" CSP (Culvert) < 0.01 < 0.01 66 7 3 11+82 to 12+18 -Y4- Bank Stabilization < 0.01 < 0.01 10 9 3 50+07 to 50+26 -L- Bank Stabilization < 0.01 < 0.01 22 27 3 56+70 to 57+16 -L- Bank Stabilization < 0.01 < 0.01 17 45 4 189+11 to 191+53 -L- 60" RCP (Culvert) 0.01 172 4 189+11 to 191+53 -L- 60" RCP (Stream) < 0.01 28 4 189+11 to 191+53 -L- Bank Stabilization < 0.01 < 0.01 10 15 5 192+75 to 193+30 -L- 7'x8' RCBC (Culvert) 0.02 92 5 192+75 to 193+30 -L- Bank Stabilization < 0.01 < 0.01 66 16 6 65+72 to 66+14 -L- Bank Stabilization < 0.01 < 0.01 40 14 7 45+65 to 46+59 -L- Bank Stabilization 0.01 < 0.01 84 19 TOTALS*: 0.18 0.03 1407 311 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 Hi�rlW�y North Carolina Department of Transportation j�� p�� Starrnwater I „�,,,,,z,., Highway Stormwater Program �;;, � STORMWATER MANAGEMENT PLAN -__ (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: R-3100A Count (ies): Catawba Page 1 of 4 General Project Information Project No.: R-3100A Project T pe: Roadwa Widenin Date: 12/18/2013 NCDOT Contact: Ja Twisdale Contractor / Desi ner: Richard A. Moore, PE, McKim and Creed Address: NCDOT - Hydraulic Design Unit Address: 243 North Front Street 1020 Birch Ridge Road / 1590 Mail Service Center Wilmington, NC 28401 Raleigh, NC 27610 / Raleigh, NC 27699-1590 Phone: 919-707-6700 Phone: 910-343-1048 Email: 'twisdale@ncdot. ov Email: ramoore@mckimcreed.com Cit /Town: Newton, NC Count (ies): Catawba River Basin(s): Catawba CAMA Count ? No Primar Receivin Water: Bee Branch, UT to South Fork Mountain Creek NCDWQ Stream Index No.: Multi le NCDWC� Surface Water Classification for Primary Receiving Water Primar : Water Su I IV (WS-IV) Water Su I II (WS-II Su lemental: None Hi h Quality Waters (HQW) Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect Catawba Pro'ect Descri tion Pro'ect Len th (lin. Miles or feet): 4.78 Surroundin Land Use: Residential, Agricultural, Commercial, Undeveloped Pro osed Pro'ect Existin Site Pro'ect Built-U on Area (ac.) 48.14 ac. 17.75 ac. Typical Cross Section Description: 4-lane divided highway with 23' raised median with 1'6" curb and gutter and 8' 2-lane shoulder section shoulders. 2'9" curb and gutter installation in superelevation. Superstreet intersections. Average Daily Traffic (veh/hr/day): Desi n/Future: 18,700 2040) Existin : 10,100 (2015) General Project Narrative: This project is located to the southeast of Newton, NC and is in the Catawba River Basin. The project consists of widening an existing, primarily 2-lane shoulder section roadway with a 4-lane divided section with superstreet intersections. The total project length is 4.78 miles all on existing location. The projects drainage system consists of primarily ditches, cross pipes, storm drainage systems and box culverts. There is one named tributary that crosses under the proposed roadway and 24 other stream segments within the project corridor (as identified in the Natural Resources Technical Report (NRTR)). The 2 named streams or their tributaries impacted by this project are: • Bee Branch SIN 11-129-5-7-2-2 Stream Classification WS-II; HQW • South Fork Mountain Creek SIN 11-98-(0.5) Stream Classification WS-IV Approximately 1.73 miles of the beginning of the project is located within the Bee Branch drainage area which has a classification of WS-II; HQW. The project crosses Bee Branch and several ditches outlet to swales located within the Bee Branch drainage area. Grass swales meeting DWQ criteria to the maximum extent practicable are proposed on the three (3) quadrants that drain directly into the Bee Branch crossing to treat roadway drainage. Other ditches within the Bee Branch drainage area have been designed with 3:1 side slopes to the maximum extent practicable and longitudinal slopes as flat as practicable. In addition, preformed scour holes have been used at cross pipe outlets to provide diffuse flow in overland areas. The remainder of the project is located within the South Fork Mountain Creek drainage area which has a classification of WS-IV. Grass swales meeting DWQ criteria to the maximum extent practicable have been designed at all points of discharge into the streams as identified in the NRTR. In addition, preformed scour holes have been used at cross pipe outlets to provide diffuse flow in overland areas. Further, two (2) rip-rap energy dissipator basins have been designed to provide diffuse flow in one overland area and reduce flows to non-erosive velocities in another. Box culverts in jurisdictional streams will be buried 1'. There are no cross pipes located in jurisdictional streams. References NCDOT PDEA Natural Resources Technical Report, May 2009 Hi hv�d� North Carolina Department of Transportation �f4~� ��` �Storr�z�vater 'o ,,.�,..,�,.� Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN : (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Pro'ect/TIP No.: R-3100A County(ies): Catawba Page 2 of 4 Project Environmental Summary Surface Water Im acts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. (From / To) Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 6 47+06 -L- RT Stream Perennial Bee Branch S12a, S12b 11-129-5-7-2-2 WS-II; HQW Culvert N/A 48+05 -L- LT 15 164+93 -L- RT Stream Perennial UTto South Fork S13c, S13d 11-98-(5) (closest) WS-IV Culvert N/A 165+80 -L- LT Mountain Creek 15 167+77 -L- LT Stream Perennial UT to South Fork S13c, S13d 11-98-(5) (closest) WS-IV Culvert N/A 168+63 -L- RT Mountain Creek 18 201+53 -L- RT Stream Intermittent UTto South Fork S20 11-98-(5) (closest) WS-IV Fill N/A 201+53 -L- RT Mountain Creek 18 208+63 -L- RT Stream Intermittent UTto South Fork S21a 11-98-(5) (closest) WS-IV Fill N/A 209+27 -L- RT Mountain Creek 18 213+60 -L- LT Wetland Headwater Wetland UTto South Fork W4 11-98-(5) (closest) WS-IV Excavation N/A 214+12 -L- LT Mountain Creek 18 214+70 -L- LT Wetland Headwater Wetland UT to South Fork W5 11-98-(5) (closest) WS-IV Fill N/A 217+30 -L- LT Mountain Creek 19 216+68 -L- LT Wetland Headwater Wetland UT to South Fork W6 11-98-(5) (closest) WS-IV Fill N/A 217+45 -L- LT Mountain Creek 20 229+35 -L- LT Stream Perennial UT to South Fork S24a, S24b 11-98-(5) (closest) WS-IV Culvert N/A 232+38 -L- RT Mountain Creek 21 248+78 -L- RT Stream Intermittent UT to South Fork S25 11-98-(5) (closest) WS-IV Culvert N/A 248+78 -L- RT Mountain Creek � List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References H�� ryV�a North Carolina Department of Transportation �� ���`� �StorrYnwa�er ' ,,.,,,.��..� Highway Stormwater Program _ STORMWATER MANAGEMENT PLAN ---- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: R-3100A Count (ies): Catawba Page 3 of 4 Swales Stream Drainage Recommended Actual Longitudinal Rock Sheet Station Crossing Base Width Front Slope Back Slope Area Treatment Length Length Slope Q2 V2 Q10 V10 Checks No. (From / To) Station (ft) (H:V) (H:V) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used 6 46+80 LT 47+80 LT 2.0 2 2 2.82 282 100 0.90% 47+80 LT 3.5 2.0 4.8 2.1 No 6 48+00 LT 48+00 LT 2.0 2 2 1.32 132 150 1.00% 49+50 LT 3.0 2.0 3.7 2.1 No 6 47+35 RT 47+35 RT 2.0 2 2 1.89 189 148 0.75% 48+83 RT 4.7 2.0 6.2 2.2 No 15 168+00 LT 168+00 LT 2.0 4 3 11.10 1110 115 14.20% 10.6 7.1 15.3 7.8 No 169+15 LT 19 223+22 LT 223+22 LT 3.0 2 2 4.64 464 85 10.50% 223+22 LT 7•2 5.8 9.6 6.4 No 20 231+05 RT 232+00 RT V 2 2 1.06 106 100 8.00% 232+00 RT 2.2 4.4 3.0 4.7 No 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1(March 2008), been met and verified? If No, provide further explanantion of why design criteria was not met. Additional Comments Hi�h��4�dy North Carolina Department of Transportation � StOYY1��V��E'�' Hi hwa Stormwater Pro ram - 9 Y 9 - STORMWATER MANAGEMENT PLAN =- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: R-3100A County(ies): Catawba Page 4 of 4 Preformed Scour Holes and Energy Dissipators Pipe/Structure Sheet Energy Dissipator Drainage Area Dimensions Q10 V10 No. Station Type Riprap Type (ac) Conve ance Structure (in) (cfs) (fps) 14 153+20 RT Riprap Energy Dissipator Class II 64.29 Pipe 60 114.4 Basin 15 164+06 RT PFSH Class 'B' 0.02 Pipe 15 0.1 15 166+75 LT PFSH Class 'B' 0.99 Pipe 15 4.6 15 171+60 RT PFSH Class'B' 0.42 Pipe 15 1.7 18 202+48 RT Riprap Apron / Pad Class II 16.16 Pipe 30 27.4 18 208+85 RT Riprap Apron / Pad Class II 11.26 Pipe 18 23.6 19 220+12 LT Riprap Apron / Pad Class II 6.62 Pipe 36 46.7 20 233+03 RT PFSH Class 'B' 0.27 Pipe 15 1.3 21 248+78 RT Riprap Apron / Pad Class II 29.21 Pipe 15 & 42 48.9 ❑ YE ❑ NO Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met. Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox, Version 1(March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), fhird Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. ......................... `� � _'� � � . ��) � � ��) ��� � � �� � � ��� ��) � . � � '� II)I�-I�IC�>\ (�)I�� I�II��I I\�� ���"� CA TA WBA C4 U1�TY •� � V � � O V . J SEE SHEET 1—A FOR INDEX OF SHEETS SEE SHEET 1—B FOR SYMBOLOGY r� �t-3�iNA Y— K/I �I A /L�/ + R-11i0qB -L- AUT STA,I�Bt2�rl8 a U � `� `� w Y �[ 7> N 0 Q U 5 4 LOCATI0IV: NC 16 FROM 11lORTH OF SR 1814 (CALDWELL ROAD) TO SR 1895 (TOWER ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND CULVERTS SITE I BEGIN CONSTRUCTION 7 " - Nc �s 8 �, 9 � cY �� �� UNNAMED STREAM � � � ! � � � � O y r�� ENDCONSTRUCTIO 7 N'�� U7 a. . w r� � r THIS PROJECT IS NOT WITHIN ANY MUNICIPAL 80UNDARIES. CLEARING ON THIS PROJECT SHAII BE PERPORMED TO THE LIMITS ESTABUSMED BY THIS IS A PARTIAL CONTROL�ED—ACCE55 PROJECT WITH ACCESS BEING IIMITED TO POINTS AS SHOWN ON THE PLANS. Q 0 � � M J Q � O = > p� cn NO a LL LL � 23 � �O O ��'�'sd' O6-��, � Q ��O �TR N �� O �O � � W '�N � J� u ��o� L' � �- �� NG 16'► � SITE II Q �E I I I �, �. � N � � } N 0 � ° Z � pQ N� O �00 y NZ >; N O O LL PERMIT DRAWINGS 2 m FOR WETLAND AND SURFACE � WATER IMPACTS ITE IV SITE IX � SITE V � -SITE VI SITE VII SITE VIII SITE X _< �_ . " �6 7 �2 �o �� 'yG F� ENn TiP f _, _ . NCDOT CONTACT: BRENDA L. MOORE, P.E. ENGINEERING COORD�NATION ROADWAY DESIGN UNIT i Prepo�ed in tl� OffJce of: ROADWAY DESIGN ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,p ��&�� STATE OF NORTH CAROLINA � eo� '�� � Hatch Mott 'C! Pucuo -vunnp,xC 2i526 � PR�LIMINARY PLANS LENGTH ROADWAY TIP PROJECT R-3100A =4.781 MILES 919'S���n' '�o;��� :`� m 50 25 0 50 100 ADT 2014 = 10,100 :... ,. �� MacDonaid o�;;"�, ;`�,�o�„p,a,o, � HOT �se ,�R �oNSTR��„o« ADT 2034 = 18,700 TOTAL LENGTH OF TIP PROJECT R-3100A =4.781 MILES �I�E,y�E..'o.F-�9 °:"�s"�,36= �aaR�A=,.,�„saazez ��oF roniyc' DHV = 10 % 2012 STANDARD SPTCIFICATIONS �r ,0� PLANS : D= 60 % TIM JORDAN, PE r.E. "'� � 50 25 0 50 100 T= 9 %* RIGHT OF WAY DATE: rao�Ecr exciuracx stcuArune: � o HYDRAULICS ENGINEER V= 60 MPH AUGUST 30, 2013 `�p� OF rppM'f04' PROFILE (HORIZONTAL) + nST 4% DUAL 5% l0 5 0 10 20 FUNC CLASS = LETTIIVG DATE: RURAL ARTERIAL AUGUST 18. 2015 RICK MOORE. PE PROFILE (VERTICAL) REGIONAL TIER aroxnazics rxo�Ecr ExcrnEEx r.E. �.E. SIGNATURL: STi1TE fiIGHWAY DESIGN ENGlNEL'X 0 0 � � ., � V W O � � � � •� � V � � O V . J SEE SHEET 1-A FOR INDEX OF SHEETS � SEE SHEET 1-B FOR SYMBOLOGY � I'� I I. C�) I \(�) I�� I I I �� I'� C�) I. I\'� II)I� I�IC�)\ (�)I� I�II��II\� '�� � A� �A� PR0J8C1' RBP¢�N� NO. ,�, ]E������� srwre raa.Ha P.APROJ.N0. 34522.1.3 STP-0016(52) 345222.3 STP-0016(521 �� ' , ��� � CA TA WBA C4 U1�TY �-� � � -��� �: ,, � � � _ ���- �,�<<� � � ��,. .� . � � `--\ ,1, � .1 _ - � ���`'��� oi`� � � , �_= � � _ � � . -� -` � � � , : ,, LOCATI0IV: NC 16 FROM 11lORTH SR 1814 (CALDWELL R0�9D) TO SR � 1895 �TQWER Ra N . 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MOORE, P.E. ENGINEERING COORD�NATION ROADWAY DESIGN UNIT Prepo�ed in tl� OffJce of: ROADWAY DESIGN ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,p ��&�� STATE OF NORTH CAROLINA � eo� '�� � Hatch Mott 'C! Pucuo -vunnp,xC 2i526 � PR�LIMINARY PLANS LENGTH ROADWAY TIP PROJECT R-3100A =4.781 MILES 919'S���n' '�o;��� :`� m 50 25 0 50 100 ADT 2014 = 10,100 :... ,. �� MacDonaid o�;;"�, ;`�,�o�„p,a,o, � HOT �se ,�R �oNSTR��„o« ADT 2034 = 18,700 TOTAL LENGTH OF TIP PROJECT R-3100A =4.781 MILES �I�E,y�E..'o.F-�9 °:"�s"�,36= �aaR�A=,.,�„saazez ��oF roniyc' DHV = 10 % 2012 STANDARD SPTCIFICATIONS �r ,0� PLANS : D= 60 % TIM JORDAN, PE r.E. "'� � 50 25 0 50 100 T= 9 %* RIGHT OF WAY DATE: rao�Ecr exciuracx stcuArune: � o HYDRAULICS ENGINEER V= 60 MPH AUGUST 30, 2013 `�p� OF rppM'f04' PROFILE (HORIZONTAL) + nST 4% DUAL 5% l0 5 0 10 20 FUNC CLASS = LETTIIVG DATE: RURAL ARTERIAL AUGUST 18. 2015 RICK MOORE. PE PROFILE (VERTICAL) REGIONAL TIER aroxnazics rxo�Ecr ExcrnEEx r.E. �.E. SIGNATURL: STi1TE fiIGHWAY DESIGN ENGlNEL'X � O � W W N �.�..� V..� � O 0 � O MT W M H N J � W J U a ` DETAIL D SPECIAL CUT DITCH �N iro s�oia� � o � o�e�n Naturol '� Slope G.ou�d 3-/ o p AF\O�te< Min. D=1.0 Ft. FROM STA.38+47 TO STA.411-50 -L- RT FROM STA 50+74 TO STA. 51+68 -L- RT DETAIL V BANK STn81LIZnTION , �o, �o s�e�e, �4 —EL,s������d --�'a�„�. � �obv�Eo Lengfh= 8 F�. d — 7 Ft. STA.47--35 RT STA.47-.-70 LT STA. 47 �-90 LT �iii 13 ERiC C & ANNETTE N LEE DETAIL G � DETAIL K SPECIAL CUT DITCH LATERAL BASE DITCH \ I No� �o smial ko� l Ho� io s«ia� �b '{ Nvt�rol I «— I � � 3.� � Q'��l �Slope Ground 2 1-1 „�if. � F'�ii .. p F � � � Siovc d._ I e I Min. �=1.0 Ff. Min.D=1.0 Ft. L�"� B=2.0 Ft. Type ofLiner= PSRM Max d=1.0 Ft. 6=5.0 Ft. FROM STA. 41 � 00 TO STA. 42 i 26 -L- LT FROM STA. 46+80 TO STA. 49-50 -L- LT FROM $TA.47-50 TO STA.42+80 -L- RT FROM STA.47-��35 TO STA.48+�83 -L- RT 8 d' �7 �8 RICKY M 3 ALBERT 5& KATHY C GOOOSON WANDA C JARRETT STREAM BANK STABILIZATION $EE DETAIL V CL. II RIP-RAP EST 7 TONS �EST 14 SY GT * $TREAM BANK $TABILIZATION — SEE DETAIL V p CL. II RIP-RAP EST 7 TONS EST 14 SY GT END PARTIAL C/A CL. B RIP-R.4P EST 2 TONS EST 7 $Y GT � / \ \ \ \ � / �ALBER � \ � -y"�IANDA G ARRETT C> \ � / � � � /,- 18A � � � €�� �3 � Q � � � a � � �S3 isgKo �� � a ° � � � �a N. I�i � ON ��� �� - - � _ m� � c� �3� �� , \ f7 � SPECIAL CUT DITCH � � SEE DETAIL G EST 170 SV PSRM � � — C — � � � � v REMOVE �� NC l5 24'OR 060 l._1.� L� . a ... . . — .. -- i5" HCP DI i601 m I � � y O60 ` --� ' � 060 > — � � � — � C0� ' _ \ C _ C v E5T 2 TONS E5T 7 SY GT PUE PUE — SPECI L CUT DITCH SEE �€ AIL D 15 BRiAN N POOLE 6 TONY MARVM POOLE DB 2695 PC 482 � %� {� a PUE W�PU €� 1 BKD PUE w � PUE � J�i wo y CL B RIP-RAP 4 E T 2 T CMP � REMOVE PUE lo � / � � � / � � � _ � 060 2G1 � _ 5�� R�P � �z R�P � 4 REMOVE REMOVE , 0 0 BEGIN SBG I 75 -L- 2' - C �- � - � __________F�___ � , EIP�3��F a U � �— BEGIN SBG �W � — —� _ STA.45+12. — � RT ISfD � - PUF}�. �'� UE PUE���I�� � � � �j Z- . . �uJ�-i"''r� ' �'�,�"✓ emp �.�: 0 m Impacts � $ PUE Temp Impacts 5 oNs � o � EST 7 5Y GT � CL B RIP-RAP SPECIAL NT DITC� EST 5 TONS � � ' SEE DETAIL G �- E5T 14 SY GT � rn�. � f.3 � E57 160 SY PSR � ,,,...,,,,,,}}} {W � ^_ RETAIN � S-- � � � : �� �`���" ��-�_ r�f� CHANNEL EXCAVATION E5T 520 GY DDE CL. II RIP-RAP 1"<���,��""��. EST 175 TONS EST 520 Sv GT � i FIP3 S�2 EIP Q� . __�^'', ._ .. .- \ �-�Lr 76 _ � � PHIL C & y� �-3 s KAREN V RICE � ���� - - _ � BRiAN N POOLE 8 � �� "� � � �� wIFE.PAMELA POOLE / � / / / / / FiF / I / / -L- ' Pls S�o 52+08.00 Pl Sto 64+6/.32 9s = 0' 36' 24,6' p= 24 /0' 395' lRTI Ls = 120A0' D= I' Oi0' 4/d7 ' LT = 80A0' L = 2.3905/' ST = 40A0' T = l2/3.3/' ' R = 5.665.(aD' . D' SpE� = 0�3ry ny - �GV 8 � BM"II -BL- 20 � S7A 45+71 164'LT � �ELN.= 968.11' MARK B R ApTZI Y STORY 6 RIP-RAP 2 TONS 7 SY GT Perm X 8'RCBC SND — -L=1 Temp Im PROIECT REFERENCE NO. SHEET NO. R-3100A n�tc.� ,=r��� rac�� �,.:� � M M o, �oo �o.�� z,szb mnCOONnL� www.ma�fmar..mMomencas �1VI�IQM&CREEm SEE SHEET 2B-5 FOR ISLAND DETAIL EE SHEET C-## FOR CULVERT PLANS SEE PROFILE SHEET 25 LATERAL BASE DITCH SEE DETAIL K EST 2120 CY DDE �pVE i—�� / / C/ Obl4 2GI F 5 ����r " � c� a ���: � �;; END SBG STA. 49+32.00 -L- LT NC l5 29'BS7' � — � pND �µ - REMOVE � I �nr.�F _ � / � F C I 2� �. 06` \ � � � PUE E �� PUE �6�- 0618 O�� ( � \\ � �c� �'�'�� a� � mL �� � ��� � � L � 2SBKD / � � Ir � O � W W N W C W � � I1 O O � N1^ v I �� N C J � W J _ / � LATERP.L BASE DITCH � . V SEE DETAIL K L �/" ' E5T 1200 CY DDE � I — J �� f CL.B RIP-RAP CL B RIP-RAP J 1 EST 2 TONS � /,� EST 4 TONS I I I zl �, EST 7 SY GT j/ � EST 74 5Y GT �(� � I V � � � I I I �'SPECIAL CUT DITCH / SEE DETqIBLAyK STABILIZATION MARK D� x` o� o �, SEE DETAIL D ) �� � c� ii Rie-w,e KELLY B SHUBERT �'n Y,) I( / K'�w' . . E�r�YN`''�`i r±� . � � y ` `t,..� � � /}'. — — _ J �� — — � �� � � � � S ITE I , � � � �� � 21 � � DENOTES IMPACTS IN \ � JOHNN�OE D S SURFACE WATER \ � JEANETTE S SMUBERT �DENOTES TEMPORARY \ IMPACTS IN SURFACE WATER 100' 0' �00' � � \ CRAPHIC SCAL�� ��� � � �� � � PROIECT REFERENCE NO. SHEET NO. DETAIL D DETAIL G DETAIL K R-3100A SPECIAL CUT DITCH SPECIAL CUT DITCH LATERAL BASE DITCH � N i ro s�oia) I N� �o smial l H� io s«ia� � o �b '{ � pn M1 Fon� Nvt�ml I f— I � Naturol � � Slops NoN�I 4�� �� � Slope ' G,ou�d 3-/o AF\o�te� Ground `�'I � Fo Ground 2.l p 1-1 „'h. \ F'�� � p p Siopc d._ I e I Min. �=1.0 Ff. Min. D=1.0 Ft. L�� B=2.0 Ft. Min.D=1.0 Ft. FROM $TA.38+47 TO $TA.411-50 -L- RT TYPe ofLiner= PSRM Max d=1.0 Ft. 6=5.0 Ft. FROM STA 50+74 TO STA. 51+68 -L- RT FROM STA. 41 � 00 TO STA. 42 i 26 -L- LT FROM STA. 46+80 TO STA. 49-50 -L- LT FROM $TA.47-50 TO STA.42+80 -L- RT FROM STA.47-��35 TO STA.48+�83 -L- RT DETAIL V /�p/y� -L- ♦ �/ BANK STn81LIZnTION • P�5 S�0 SZ'�'t/V.IN P� SI� (r'�'6��� �'i/��C.7 9��'��'T T�C)`3 � ' , � . ( No� �o Scalel . . � � . .. . . . .. . . . . . . . . . �_ �, �ea�z � 9s = 0' 36' 24,6' p= 24 /0' 395' IRTI d [s = �20Aa D= r ar 4�.0' M �,\�%�� ' LT = 80A0' L= 2.3905/' „ M ma,mao.��z,s,b ' ST 40A0' T_ l2/3.3/ m%�oo�o�o F� v"°"" �oMome,��a, ,�o�o,�o, R - 5.665.(aD' . ���9e,= a F�. enNK sTnewznnoN � ' SE = 03 � �����CREm d- 7 Ft. SEE DETAIL V �_�� CL II RIP-RAP STA.47--35 RT EST 7 TONS " �" � STA. 47-.-70 LT EST 14 SY GT STA. 47 �-90 LT � S snNK sTaewzanoN g SEE SHEET 2B-5 FOR ISLAND DETAIL Q Q EAI7�RITONSP BM^u-a�- * SEE SHEET C-1 TO C-19 FOR CULVERT PI.� 18 esr ia sv �r sTq �45�7i i�a��r �� � 1� O END PARTIAL C/A / E��v.= y�a.u' MA� B� SEE PROFILE SHEET 25 RICKY M d� ALBERT $ 6 BEGIN FULL C/A ANTZ�Y S�ORY 13 KATHY C GOOOSON WANDA C JARRETT Esrz RroNs� � I ERIC C& EST 7$Y GT ` \ \' � ANNETTE N LEE � � , � ` i —� / � � �� �� � � � � � � 1AFERAI BASE pITCH 1� � ��) ��l � � � O / � I I I � / � \ � \ \,. � � . . Q � / `� .. ) .. / . � ,! FST 21�O�ICY DQE / / l % / / J I I � t � . � \ ALBER '_ / X� %^ ~ � � � � /� � � f�= E L B �RIP RAP I I / i ' I �� O � __... = � . , i � / � m wn / . ..� tEST 7 SY / J 1 � -.� � _ � �� ... / h i ; �� � / / �� - .. � . r � � -� ANDA G l�A iT � I m. � � �%� Z ' � � ' I I I ( / �' ..� �\ � .. � � � / % . ' rv � �. ' � ST 2 TO GT . I � � I . I ,% I I I �� � I I . � : I Z � % � � ti � �f h� � % r s � � / �� � �� � � � ♦ '� �— —� � ��a i a��o � `� �� �3 p��'� � T mp� Im acts t i � ���� Perm I �� s�"@ '� , i i � r � � ;; � W � �/ � �� - — — �� � � E � � � � / / � . �� � _ � / � � u �� �� � � � w � / i i � i � � I � � , i i � � � -��, �� � , � / �� � —oN � � � E � o I � � , � —� — - — , w � ; � 2 _ � . / � � � �� � � � � � � �, � �'� 'i � � � � � � � � �� � � see �erna � � � —;� � � � ' � � E � � e� �3 �9 i � r � !�� � i N - � � . � / ' SPECIAL CUT DITCH � � pup �l,J / . . , I �, \ � E . C LW " � . EST 170 5Y PSRM '.. �. t \ ".� ,-. R \ I ; rl l : � . .I: : „ ' / � � .. \ W _ � � _ 3 ; � �J N c - —�`-- � <� '�- -- _ �---fij---_ --�—_ — F �� �- N � �_ � F � -- -- — —..— � � . � — � .�. . . ... '_ �� 'r"w' w k:,-�.,�-., _. ����''� � O - . _ . . . . _ . . —�- � . �`U _ . ''- uv _ - � / ;,,_-,-���c i�v � �� l �r�sJ7��v .. .. _ i.�G� C'1`�€7 S,? �",'�j �., � ��'''� �._` — _ ' � - ._-- .-- -- "-- . . \ -•' � I " CMP ".. '- _ � , � -•5 RCR. . ..�- � — `_. _.. I2"RGP ti;�ti.....�. ...�..:.,� _ -. END SBG�`� � . . - - - _ - _ - -- u� irr O �.. , � .. w . .��.< ` . �,.A..n. ti,.,..A .s.� . . `�. . _ . . _ f .� . _ ' ` . � � O -- � . . . � . . _... --- - � - STA �32.00 -L- LT� . � ,._ � y � REMOVE � REMO`/E REMOVE.. RE VE i I - - N( � • l6 24'0� ' � a \ � BEGIN SBG '� I ' �'NC O O _. \ _...,:,..`� .a _. _ '__ .-_______ 175-L-L7 60 .ULbFFT N�15 29'BS7' � O � _ .�_ `,� . :.�: . ._ � �IS'_tiCF-- � .. . � .. .. ... .2'.0 �- — � _� _ ... . _ ___�-___—_ — � � _ - . . ' ".. �_ . .. .. ry� _ _ � �S—� - _ _ T � > ' '-v,� � \ ' ' - `x'� . W. , .'-1 ' �T � . � � n _/ Y ______ ...F�___ ; 4 ...,� ��N .,- - sI�D�.� REMOVC� I > . > __-_ � m I �,� �N � .i � " � v 11J&VN S�E - _ 1 < M � � y � N � � , , � r, � �' � ' �'eP , �h� F � c-�-s-�' " � � — - ' � -- - - w - Q - ' �' ' � I ,�^. �r_ _ v L . _ v i . �_z , I � . `t f i "A � "`��1'�' .'�� � END SBG � [�� {f � �� � r �� � a > � � �T .. ' � � p .I BEGUV SBG 4J: � f . f r �7' X 8 RCBC STA 48+87.5�� � I � � � "� � .. � � � v� __ — .�— _ _ ' � � --� �rrv�' -(. N _ __.� � -- .. '-� ... � ' CONC � � i, �W � — —�, _; STa:45 F12 �r� � � f C � c% F � RT Perm Impacts -� Rr j � � e' `/ - � � N ' R _ — � � � � =�' — �sFo � ' � — — `� — _' C � ��v��"� c _ � �_ � B_RIP-RAP . - � r` �. � . � J .F i z roNS . � `� � . �? � � -" i�w� '�, .� . - PU .@�'� UE_ PUE - �'— PL}E� � �� � �'� �� �PUE � E �. PUE - J E5T 7 SY GT _ , � , i N � PUE PUE --� � PUE—,-�BU�; PUE _- � .'P� . D��. ... �,o.� � � � ' � s-�^ u . � ��. �OV�� � ( '\ �� � ��� � � w _ - � �j. W � _. __� , i��_N° � � � ',; . o� � /� � Tem�i Impacts � �� �-�'=�-=,@UE ' � ��.�� d � � �== SPECI L CUT DITCH - - � % � _ -� �, .. � . �,�^% . / \ � . - - Z sEE na o -- � � � u a dia_RnP /- � , � - � , s . � I �, / �y� �- ��iT �,I i^= - ab �' , Z � � es1 s zoNs ' l � ' , \ � svEcin� cur oirc EST s roNs � — snNK: srneiuurioN �,y ���'�� ' Tem Im act ` " � � � C�/ � - — _ EST 7 5Y GT � /�, S J . ... .__ I` / � � � ` - � � \ CL B RIP-RAP , . �. ....__ / / / p � . //// \ � � ..-- / JT 2 � 5 �� `�` SEE DETAIL G � �, E5T 14 5`( GT� � f 'EST 520 CY DDE ��pTE I L BA6E D4T I I,' 2SBKD I / � / 1 p �,o V 15 �, � �.. �` � . . �i3o sv P % � "' � � rniN- � -' - /,, , ,' �� �r�sizsoton�t� /I ., �,; � ' � c� � '� � . I � � � � i -- - V � BRiAN N POOLf� 6 �y � � / e � :� � � � '�� �� Esr isa�o �tr otl � � ' I —� w � � / � TONv MARViN PAOLE CS � � - � � � . � -- --- � / � � � , � � ��� � ' X . - c� s aia anP .._ _ `. DB 2695 PC �82 ��' , / �� �� � ��.,,, / � % � �' � t /' � a. a RiP-a�na � � � ! , � i � �� � � �� esr,z 1oNs i � � . / _ / / ' � ; % ' EST 7 SY GT � \ � � I / ` . I � __ � / % / � � I � r�/ �I �l/ }`g�{� STR�AM BTONGT �... �I ��J I, l � �IVI �SPECIA� ' .._� . / � I � , � 1 AIARK D 6; � see �9 � �' ' . .- �5� � ANK UN `. � xI , � \ \ \ \ FIP. . '. S`2 I �� \ � ' . �_, / � � -� / ..� �. �a� \ / p' �. SEE ETAIL�P ISTA KCLLY B SHUBERTII ��\ H 4 _. �,_ ��, - N'�wU EST 7 TONS � ZATI L T DITC / GL.II�21P BILI / ' EIP � � � i �� / � �.,. . I �', � � � 3 . . .0 \ ' .. . '� . � .. 76. �� �� � � � � � . %' ,I 1 �� ., _`�nE$7-�d�4Y G� � � K � — — — , , TA L 0 ) I — \ _ \ � ', A � � � � — l , , _ ,, � ��, � ��� � � _ ` � -- —� � l ' � i � u�� � � % � � � �- � � , V � - � � � � � �� 5 _ � � � KneEH v � R ce t ti� �� =� / ' , ��— I � "'�-�-M�,r� a �� � �� �^�"' � \ � � � � � � � � _ � j y �� _ � , � \ -_ _ ,- �� , � l � � \ � � � � � � � , ,�� � � � - - , �� y � , � � � �a� � i_ , . ti. _ , � �a.. � � � i � � � r , � , � � �, _ _ � � � �_ � � � ��- , � _; _� ��: � �� �.�� \\�, � 21' 1' � r � -- �" � BRiAN N POOLE 8 �`�, �' � � � � oeNores innrncrs iN � wIFE.PAMELA POOLE � � � suaFnce wnieR � ��� �EANE�E��S SHUBERT � � -�� / � DENOTES TEMPORARY \ / / IMPACTS IN SURFACE WATER 100' 0' �00' � � � � �� / CRAPHIC SCALE �� Eif' � � � \ � / �, � � /� / —�- , \ DETAIL 1 (NOT TO SCALE) SKEWED LOW CHANNEL AND *NOTES: 1) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 2) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 3) DO NOT SET ELEVATION OF HIGH SILL ABOVE BANK FULL. 4) NUMBER OF SILLS DETERMINED BY THE ENGINEER. C ��i77 S ITE SILL PLAN VIEW F LOW SI LLS �- 7 FT. �- SILLS AT INLET AND OUTLET 8 FT. TOB SILL � r TOB 2112 N. C. ��Il�°�. �� "J[°�BANSIf���B"Jl"A'Jl"��N �9gVISI�N �F I��G]HWAYS C.��'.�W�.� C�UN'I"Y �����C�: �_����� NC 1� Fll��l� N��BvJ["1H �F SIlS ll8Il4 °l[[°� S�8 �895 �BEF. C�g$ �. z� YZ JQ ;< � W r ��j X m 7 O Z � w \ tZ � w w N O C � � O BI OLl O 450W _ T -O^ 9 REN W r � N J PU�E� V„� � � 2 J 15-JS-_ _Sf -_____ � � � 114 s ¢� i� ss r� i� am 0 c c > I H 107TJ7 L I 8t R I aure Eo G sy .o sE aE�ocnrEo w�� Gr PRpP si� L c�si R� ft= 6o taNs WLET CHANNEL �TYP. auaiEo i G Ezcnvnnon rcou wrH cT P sILL �s a ak <o larvs I I �' isFu � Ij � I I � I � I � ��5 � Eoweao M a I KATFILEEN STOLARCYK JR ml �s cP�� _ �I - �. � I �� � —> � _ _---� a � ..� i _ �J� �� �'�r.'1�"r-'��`a� �'�� NC HWY l6 22' B57 �vir� er a�nz _ ,u �sr ooe. aa - ioo rons nu INLET CHANNEL TYP. _ _ Exceve.ioN �o�Ei ���� �� . R>z s�� , s� �r �. o roN� OUTLET CHANNEL TYP. BANK STA8ILIZATION EST 45 GY DDE CL II RIP-RAP EST 130 TONS EST 600 SY GT 8 t�\o ��7 ELMER U BURKE & NANCr B BURKE \ � � — �, / eEGIN SBG � . STA.164-.-87.5 -L- LT 2 _ Perm Im acts 1504 1 150 DI Perm Im acts ✓LT � T BEGIN SBG J y S7A. 163+75 -L- RT '�"���_-- 20'BST --- I SCOUR HO E SEE SHEET D-1 . � PUE aPUE � � � � Temp Impacts I � +60.00 � BANK $TABILI ATION _ROUN� LIGHTS 110' RT I E5T 70 CY D E 115' RT � C�a I �C��—� ��-JS... �� � / -30.00�� Jg J5�' � ' �Z � 105' RT � C� �E� �C3 ���5 -- ��� � � 115' RT � � � e�ecraic MoroH O 102 ELMER U & NANCY B BURKE DETAIL E $PECIAL LATERAL BASE DITCH � Not ro scole) No�ural � Fill Ground 3�� b� �e� slope d p F�o B Min. D=1.0 Ft. Max.d-1.0 Fi. B=2.0 Fi. FROM STA.168+00 TO STA.169--15 -L- LT 118 REBECCA REIMiAROT pUFFEY � �� TiMOTHr M. WiL50N 120 �// S I pJENMFER d. WiL50N I�I1 6 I" ��� � � �' � � � �� � �� I � � � ��� � � ,� , I . -. �2 � . � �I I , I� SPECIAL LATERAL i . BASE DITCH � -- - $EE DETAIL E , I TEYP.$FInR1l�yT �50 SY PSRM CL I RIP-RAP SEE TMP PLANS . Esr 7 roNs � EST 15 SY GT BANK STABILIZATION SEE DETAIL � EST 35 CY DDE CL II RIP-RAP EST 120 TONS EST 575 SY GT I �� � ,, - � � ��rr .� _■ V ��i��/.�� � , � . . �`����jI,� :► I; ��: i ����f � ��_„ ' �'B�N?'��•� _ �.,.��r� SITE II �DENOTES IMPACTS W SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � 2GI _ Exi3 / -BL-52 � ,' /F 7 PUE PUE Temp Impacts � 116 ELMER U & NANCY B BURKE 100' C' IGO' GRAPHIC SCALE E � SEAt � �� I PROIECT REFERENCE NO. SHEET NO. R-3100A n�*r.��^�=r��� rac�� �,.:� � M M F o, �oo �o.H� z,szb mnCOONnL� www.ma�fmar..mMomericas ������ SEE SHEET 2B 7 FOR ISLAND DETAIL SE SHEET C-1 TO C 19 FOR CULVERT PI.� �s t SEE PROFILE SHEET 29 & 35 s ,22 � LINEBERGER LNDA 5 W��Ty � 105' LT I, t � < � - � -�.J ��� �35.�� �w ��"" � �� vf� I 105' LT 158K� � � � �J� - - � � I I I I / ,� �.�, � ^,, ` isFo � �,,,,� ����' � �� / �w�'� � / ` '"��� I � � � w � � � `.,�,-3 � 1 � �I� � . \ �� 1 REMOVE —' REMOVE �— � f�_ --M � �� oPv � � _^ � W � r I O� ,Z I � � W �` 1 W �I = i N �} � w W i N � � o � V I � � MA 1 ` r . � c N ST . 69+25 � � ' EIP J PUE PUE PUE DUE PUE PUE I TEMP.Srr�A� DU SfE TMP PLANS ��� �m W /', �� BANK $TABILIZATION +30.00 OF / � , � SEE DETAIL ��p� RT +50 -L- RT \� EST 55 CV DDE / � � 120' RT � � � � � d J > +55.00 PREFORMED 5'� � \ �'j �"�'+ 110' RT SCOUR HOLE � 0/ GAZEBO O 120'RT SEE SHEET 2D-1 � N V � I / �-60.00 � � / � 150' RT 127 � gM„i� -�� - 119 ELMER U & STA 366+53 208'RT ELUER U b NANCY B BURKE E�Ev.=9o2.i9� NANCr B BUtt�E S ITE I I I �DENOTES IMPACTS W / \ SURFACE WATER / �DENOTES TEMPORARY � IMPACTS IN SURFACE WATER PAVEMENT REMOVAL �.� r � m x i � � �.�..� W I � ��� N W � W � � C � � � O BI o�� O 450W _ T CAPlR J i/atliULA i WiN -- STA 165+35 LT & RT R _ �Ex=, .,�,�� a. � aF AE���a.Eo PF � ���_ - .��' �� �A _ o .oti� WLET CHANNEL TYP, e�A�Eo � � � �� E.�a�a,�oN ��oE� v. cT I`� ��r .� a,.��2o rarvs OUTLET CHANNEL TYP. ��� � _,�� � ���� �s, °°E AR . oo ro�_ INLET CHANNEL TYP. w� dF � i s�� � a a ,�o ro�_ OUTLET CHANNEL TYP. I � _ � � , , � � �- g. �, - --- � I� � � / � � � � /// /11 lll , q ;� � � �l � �'-_-__— , � �� �SF� .� � � �, �/ i llllllllll��' 4`° \ 1 (�� l � � l �, � --_ � �: —: � � �r i � � l /�//////l 1 � � V � ) � � � � % I — �� � �// / ��� ' �(�,' � _ — • - � � /// t, � _ — � , , � �_ � —_ _ �—��--!�. � r� ,• ��'!�� � (;'� F - - � / ' � , �/. i 117 n�. 1____ _ _ --� — _ _ � 11S . . J f �f. /ESNASSC g �.� f� ; C O p � � . � � �,.. -I-�� - � ELMER U BURKE � � .�� ^ — .. . — � i .. � . � CL II RIP-a IP �TIQN� � NANCr B BURKE � � . -ED�Y�RD-M 8� _ � 5 o O� t �. _ � � � � KATHLEEN. STOLARCYK -.JFt -� � � � .- / �� E5r 6do �Sr��T , I � � � P��� �� �I; .. _ -' �i ,..i � l � �� _ - � � i � I m �� �. � - . __- __ _ / / . � ;' ' ,I-�� , ;1 . . ,. RETAIN 80� AN6 15' — � / � ,/� � I r : � .s- � � . � l I � , � � � � � � i � � � � , _ ' � �s cP � � — � � , � � - � - / i -� � � , , ' � PDE— � - � . �:_ � / .:� REF( I .. _...� �� _-_... �. ��.�_ ;`� � ! � �, .. ,:�' � COl � R L —_ , � see s � � � y , ` ' _ � S� � x i � ~ � �iM sa�= � ' F w �� �' /_ t F � - � _ � STA 164+87.5 ��- `` �� � � .\ � __ _ _� , \ L, LT � � � � � : S'� � 1 . � �.�' . PBfll'1 �I'1lPQC15 2�a;9' X 9' RCBC �' �� „ � -0^ n REMOV W � � � � f J PUE � � Pki W ` J � 2 S�li__� � � 114 s 2 �W ZZ ss r� i� am 0 �' \� _ � . _ _ * �-3Fi � 3� t � � , NC HWY l6 22' B57 ��_ � ���"�' �\� '.c � �`y, I � _ � _ _ � J ./�.�.- I - . ✓�T � � BEGIN SBG ..� �� __ - STA 163+y5 -L RT . . � ��_ � 20'BST — �. � . SCOUR _ _ _ SEE SH PUE• � ` � � -- — �,' ( c�, � � �' � �'' � m � � a / � \ I / , / �+60:tl0 � �� - � �hN�K 57 110' RT , P/ � \ � I �ST'.70 �( 115' RT � � -- �- -- , _IS,� / , �,I 3000\_ Jg � JS �� "s ��� 105' RT �� " �r- ,�„��a�\�` JS�,, � . _ 115' RT _ —� � -- -- _- - O ELECTRIC MOTOR 102 ELMER U & NANCY B BURKE �D-7 - �� � � . t""'^— C;PUf' I �T`emp Impacts � i �u'' i r� w (/ / � � �s 7 ' ATION . .GRO(INp I_I�;uTs ��� � . E ��6` / �F �, 1 � /li,��� �� 'c{ k/ C � /��� -! O � PROIECT REFERENCE NO. � — � � R-3100A SHEET NO. FROM STA.168+00 TO STA.169--15 -L- LT �+,r+r,.9^9=f��'S raCP3 � ,. �.° , � . . . n a M M Fo ao, �oo �o Hc z�sxs REBECCA mocooNo�o „�„..manma�.�o�,rome,��a. REINFiAROT pUFFEY ♦ ������ .� , _ � 7 JENNiFER iLSW�I 120 SEE SHEETO C 19 �y �� � �_,TiMOTHr M. WiL50N 2B 7 FOR� ISLAND DETAIL �� -� �� ��'� � , � �� � � '�`w'- � �� � SF� SHEET C-1 T FOR CULVERT PI.� � � � � I � �' �' � � � � � � � � SEE PROFILE SHEET 29 & 35 ,�����,. � � ��� � i � � '� � � �c %� �� � - -- � , , � � r , � �'7 , � � � � � � � �� �, �-- — - � , . � : � \ � �� , ( ,,� � '4� i I I � , � / / � , ��;� � � — � � ,� , � �� � � � : � �� �� � � _� , � �l,' � � 1 �� � ; � �,�z � ANbPr � f,, � sPecfn[ urew.� �: � � ' (�ZI � I � i LiNEBERGER LWDA � I � BASE DITCH I $EE DETAIL E C= � � . . � � �r : �� I �/ f W/LTy . -- / , ��:� r J TEYP.SrpRiAkST �so `sv PSRM ��i P�P �; ` 7 �k r _ �f SEE TMP PLANS - es, 7 ioNs; � � . oo.00 '�a �,�� ' � . -- I est is sv 6r. . . , � s� �T �� WELL � :,�,. A � � - � /BANK STABILIZATION � . . � � /- . �I �, SEF DETAIL ; °'� /i :.� / ' . �OS LT t _ /(� +350 1 -� �W .. � � ' EST 35 CY DDE ' � r"' �� (Y / � 85' LT � -� � /� CL II RIP-RAP / /. � � � l � � � i58KD � EST� 120 TONS � / � � — ' I � I 105' 4T \ \ _ . ` \ L Jl ;�� / 2SBKC1 . I � � . r E5T 575 SY GT � �y �: I � I /� �� — � � I' . � I I � �... ��� � �'� _/� �� �' �'� W � . .. _, . \ . ., , y W _ P P � G�� ��_ E �� E �t� � � � � isko ����, ''- Tem Im actv � �� j / � I PbE PDE i �}C.E �� � P ' I ` � I� ��, �'� 1 , \\ . � /� . I = wFneo '� Temp Impacts / a SEN. � �p - � � � �- ��/ � C/i z Ho�e � �,' �'\- Ae�wu � � �, �u � . A , � ' \ � � I � . � ieer zo-i Perm Impacts , ,y ' ' _ � �\ WEu � � i " -1 � V � °d ,� � �� W _ f - ! � . �a'? „ 1 i I \ . � . � • — — — � � � ; - — - - _� - _ E IST G WW � �r �-- � �-BL-52 � �� , �F - - -. . - - . U . PUE .. � PUE 7 / � �' i � IE� Temp Impacts SITE II �DENOTES IMPACTS W SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 116 ELMER U & NANCY B BURKE 100' C' IGO' GRAPHIC SCALE u � e � w � . ,�A.N�8,75�i �_� I` � � � � � �.._r N � � — —� — � � ti � � „ II � E EIP � O �, �� � � �� - — — — — _ — _ _ . � � � 200 FR " —' REMOVE —' � REMOWE � . I0. PF .� A � � � z�_- x s� Rtec Perm Impacts � � n rrr�m ie��� zzesr �� � �� � � � -- - - za sfi.�.. � . . -�... \ � .. . : ... -,.Y . REMOVE IS ft / g. � .. �. �- „ .. • . y� . . ' � .. ,.. -.. - �. Q V .".0 . ' _ . . _ . � . . -_ _ - � , � - - F , � . .. � .. / � � ( — —..l-- �- ~ a �7r — _ =�..� : � tn = � EN `5BG . • \ � �L . - ~ � I t ST . 69-25 . `\ . � /. � EIP J � TEMP Sh�tIAH'i � � � P�E � D�IE � �. pUE� PUE � DU SEE TMP PLANS � � ��� m �'`. � / ' W � � ` SEE QETAILILIZATION +3 00 ��... � �f� / ' \ . i� 50 -L- RT �� EST 55\Y DDE.� 110' RT '' \ �., ... /� � .' \ `` �, , \ � \ Z � �`.. � � � 120' RT � . ./ �� ����� � ,.... � ` � � � +55.00 �... PREF�RME6. A ��� � � � . T 110' ftT SCOUR HOLB � \ � ' � � \ \� � � y GAZEBOO . / � � 120'RT SEf SH�kX2D-j � /�/ � \� � �', �\ , ` � i— � � �1 -ao oa ��� ` � ' � . _ _ - - ^ � _ � 150'� RT � � � 127 3MRi+ �� 119 ELMEROU & STA 366 53 208'RT ELUER U b NANCY B BURKE E�Ev.=9o2.i9� NANCr B BUtt�E S ITE I I I �DENOTES IMPACTS W / \ SURFACE WATER / �DENOTES TEMPORARY � IMPACTS IN SURFACE WATER PAVEMENT REMOVAL SBG - �3 + 75 —L— i REFORMED COUR HOLE EE SHEET 2 —1 NK STAB f 70 CY BANK STABILIZATION EST 45 CY DDE CL. II RIP—RAP EST 130 TONS EST 600 SY GT �� �� 117 E�MER lJ BURKE & NANCY B BURKE � —;� F � �EGIN SBG —�\ � � STA. 164 + 87.5 , � —L— LT 2@9' X 9' RC Perm Impacts � Perm Impacts 0 �� CD C � � HW&W � _ �_ � � ! SPECIAL LA E BASE DITC SEE DETAIL E � TEMPa SHORIl1�T 150 SY f SEE TMP PLANS BANK STABILIZATION � —' � � SEE DETAIL �� EST 35 CY DDE CL. II RIP—RAP � EST 120 TONS � � EST 575 SY GT ��� / `� Temp Impacts PDE PDE PDE- < < REFORMED Teml� � � � � SCOUR HOLE � �� : � ;r SEE SHEET 2D-1 Per — — — — — — — --.�-r�., - �� > 2-9' x 8' CO BOX CULVER��J <� c� \ LT� � � � � � LT I F '� � � �� �� PUE o , � Temp Impacts � � �/ � � ���� � �z � o�� � � , ; % `'o F� /� UN LI��HTS i � � � C� — �; F� —� � ,-�� / / /h � DEN�TES I,MPACTS I � SU,frFACE X/�/ATER CB � � D��IOTES TEMPORARY IMPACTS IN SURFACE WATER 0 � ,�,�i . / / ; . �- _ � / � �, / , �' E DRAWING ,� E SHEET 9 OF 28 � emp I � I�o �o �D1E]F�7�a �1F �["1[$A1�'�]L��IE$°]]�A`7C'][�l� � ., �����1��➢�T �1F 1H[��]H[���� �C�"1[[°��]�A �C��"l�°][°�Y 1PIl���1��°][�e llg��ll��_� 1�T� ll�6 1F]Eg�I�'1[ i�T�ll$°l["lH[ �lF �1E8 ll�b4 °lC� �ll� ���� ll�l�]F', JT�1D�Y� l[�II� �1� �1�[]E]E°� ll� ;IAL LATERAL : DITCH DETAIL E 150 SY PSRM �N � � � ����rr CL. I RIP–RAP — EST 7 TONS � � ��EST 15 SY GT ' � � ' � � Impact '' PDE emp Impacts Perm Impacts F .� ------- 15" _ �� �-- ; —� � ��I;TIIVG Hi I _ � -BL-52 � �,,� 168+75 � �'' � � � SEAL � +00.00 '�'��• ,,, 85' �T i wELL � 105' LT � � � �'� � r � �� _ _ –i � / 2SBKD � I� I � i _ _ � � _� � �i— i � � �� � � �� ��� � �, PD ��� � SEAL ��, �' �� � � � ABAND. ' � � �� U � � � WELL ', � `�i w �, ,.�x� , ��. r '� � i i � - �� � � � �. ' �;:; � W i � CONC ',_ HW&WW � +27080 �,��,� �� 7oq8� X 9' RCBC � , � F� — � 18 i1 i ''�, �, -ib � i � . _�� �� �—� < <- — �` � i I REMOVE � REMOVE Perm Impacts �o l.� � " � � W& '' / � __ � � ----- JE PUE I S I� ; DU G 1 + 50 –L– RT e I p ts � �DENOTES IMPACTS� IN SURFACE WATER � GAZrBo � �DENOTES TEMPORA�RY IMPACTS IN SURF�CE W�A�TER EN SBG J ST . 69+25 -� PUE PUE TEMP. SHORING � SEE TMP PLANS \ z�e �o ����o �� �r������������� ���V�,���1�T �1F lE3[��]H[�V�� � ���°���� ������ Il�][$��]E�C�["e lle� n]L��� 1�� ��6 ]Fll��I�i[ 1�T�ll$°][°1H[ �lF �lC$ ll�b4 °lC� �llg 11��� i ���, ���� ����� ����� ll� DETAIL 1 (NOT TO SCALE) SKEWED MULTI-BARREL LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN *NOTES: 1) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 2) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 3) DO NOT SET ELEVATION OF HIGH SILL ABOVE BANK FULL. 4) NUMBER OF SILLS DETERMINED BY THE ENGINEER. FLOOD PLAIN BENCH TOB �_......��. � TOB-- S ITE I I r,-9 ft~1 r-9 ft�1 9 ft SIL HIGH SILL (2 ft) SILL (1 ft) PLAN VIEW SILLS AT INLET AND OUTLET .•. ' �� ,:,%�:%,'` •: I � , -;i:= j : :' �:' '/ _ _ _. •�� : ;'�; �� � I N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAY3 CATAWBA COUNTY PROJECT: R-3100A NC 16 FROM NORTH OF SR 181� TO SR 1895 REF. CSR D ETAI L 1 (NOT TO SCALE) SKEWED MULTI-BARREL LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN *NOTES: 1) SILLS ARE TO BE lA FT. WIDE, CAST SEPARATELY AND ATfACHED BY DOWELS. 2) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 3) DO NOT SET ELEVATION OF HIGH SILL ABOVE BANK FULL. 4) NUMBER OF SILLS DETERMINED BY THE ENGINEER. ••. •� � ,�;:�:;� � ,%"� , •: ;;;� �;;;i - '��j,.;"I �; /, �: SITE III �_9 ft_� r_9 ft_� 9 # HIGH SILL (2 ft) SILL (1 ft) PLAN VIEW SILLS AT INLET AND OUTLET N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAY3 CATAWBA COUNTY PROJECT: R-3100A NC 16 FROM NORTH OF SR 181� TO SR 1895 REF. CSR � � �.. i 0' � , � DETAIL B DETAIL D � � � ' Y -II SPECIAL CUT BASE DITCH SPECIAL CUT DITCH � �� f3 I N��o s�oial � N� m s�aie� o���h �� �'�� sioPa \ , Na�urol A.1o� ��-F�r'm No�urol � A�\�(� RnETAI � Gro��d 3.� p F� �e, slopo G.o��d 3.� p F o�� � � U J 8� Min. �=1.0 F. - Min. D=1.0 F. i \ � B=3.0 F. i � � FROM STA 201+00 TO STA 201+75 -L- RT �e„R�P { FROM STA.212+00 TO STA.214+00 -L- LT FROM STA 203+50 TO STA.206=00 -L- RT \ � �O FROM STA.208+00 TO STA.271+00 -L- LT FROM $TA 213+25 TO $TA 213+50 -L- RT PROIECT REFERENCE NO. SHEET NO. DETAIL F DETAIL G R-3100A SPECIAL LATERAL 'V' DITCH SPECIAL CUT DITCH i Na� m s�oiai [ No� �o s�oia� \ -p�{ n b.> �g� � s�ioae G�a��e J,�� . aF o a< sioPe cround / p f ° D a d Min. D=1.0 F. Min. D= 1.0 F. Type oi Liner= PSRM Moz d=1.0 Ft. Type of Liner= PSRM Mox. d= 1.0 Ff. FROM STA. 202 i� 50 TO STA. 203+50 -L- RT FROM STA 208+85 TO STA 209+75 -L- RT FROM STA 209+75 TO STA. 210+25 -L- RT �i .�� o\ � / FROM STA.12+70 TO STA.13+30 -Y22- RT FROM STA.214+00 TO STA.215+00 -L- LT � � � � � � 166 , � � � �A��% q4Rr E SNERF DETAIL H DETAIL J DETAIL O / �� SPECIAL LATERAL 'V' DITCH STANDARD 'V' DITCH BERM DITCH �� �+ �� �� i No� m s<oiai i Ho„a s� ai o x i No, �o s�oiei �� \ � ` Na�urol No��rol � F i \ \, No�ural � \°� - FIII Grou�d 7�� Gro��d n 5-d - � _ \-/j-p � V � Grou�d 3.� p F o°� Aope d � M1^ a \ Q {� . Min_ D � 1_0 F_ 10-0, VIC ��/ D'Y����s< t$ M' . D 1 0 Ft. Mox. d�- 1.0 Ft. i '/� \ \ � (;) Type of Liner- PSRM Min. D�- 1.5 F�. C1a / +�a.00 i \ \ � �� 30' LT FROM STA 201+75 TO STA.202-50 -l- RT FROM STA.12+70 TO STA.13+30 -V22- lT /�i ��, �T FROM STA.210+25 TO STA.213 .. 25 -L- RT FROM STA 206-70 TO STA 208+00 -L- LT FROM STA. 213 I 50 TO STA. 215 �, 00 -L- RT � �m p - ' u � 6 � z � � i ,� °n m O �� w �o i U � '� � � o � � v p i Z � � � � �� = � �� �> � w d �d a i F O O O O Z i O N O N � w � O P � p o ¢ � w � W zzZz ', � o oo°oo � o a❑ o LL � Q Ef��� � 6 � � � � p ' o � � � � � �, o uuFu� � O � � � a i w Z Z p Z "00� O�i �, �muu v� ' z w � � � F d '� NazzZz� � w w F � � x W � r � � � u -, � � Z � � �� � O z z- z O � � � � p � i � 0 � � Q ti rv i ya Z �,n�,ny i 3� Z Z Q Z �� 03iiuiz � o u u u p �i �� Z Z S 6 Q � 33 �Z � Z° o o° o w �� x i�>>� �� � o Q o�° a o , ,�_� o u � a �i � _Z ZZ Z H i v� 0� � M 'i e � � � � � � i � U � i Q n � � � � 6 ', v v^'� ,�'a � 'i o 0 0 0 i � � � ' � i � i � �i � ' � i � i z i ��� i � i �i � � ��. , ��: � � �� _. rf». ' ��ti � �wo i a3*.� i �»� � 9� i ��_ DETAIL V �r+r,.���s���� racr� � ,. _ BPNK ST BIIIZqTION ( N of 5 I � � � �� � -e.,c\,, E --�°o��d Mr ma„ma� � � , �,; d M �o � mo Fuquoy vor��o. NC 1J536 mnCOONnL� www mMomencas CHaVn�oblel �1V�IQ1�/I&CREr� Lengih= 8 F. � E ,Wd ` ��G� d= 1 Ft. ,., : � , STA.202+50 RT RM°19 -BL- srn.zos+st Rr SEE SHEET 2B-8 FOR ISLAND DETAIL �.,, � � �� / STA 411+32 392'LT • � � e� Ei�, I FROM srn. zos+oo ro srn. zos+so -�- �T E�Ev.=�oz3.a5' , SEE PROFILE SHEET 31 & 35 C�� (j �, ; FROM STA.12 �.70 TO STA.13--00 -Y22- LT � I `I �� �� � � Q�E � `� i � � � ' g 138 \ RET N STANDARD V DITCH � �AZ � O � � \� SEE DETAIL J o O . SEECDETAILTERAL BASE DITCF4 \ \� EST 95 SY PSRM � ppUL G E� I � � � E51 65 SY SRM 138Z � �� � � DEBORAN G TH04PSON � N � � � - -o- 145 � C � \ \ �6y,. _ _ ��._'-��: `��rti�_� ^ I UTTLE MOUNTAIN 4_ V � L � � ,I O� SPECIAL �1 ' /2_GR W/L1 v �- cur oiur+ "�� AiRPORT ASSOCiATES MC `ti �i , � SEE DETAIL D \ \� ='�y R . � .. . � � \ � - � � \ ��, ., � 'J�' ,,�,,�y �� � � r � x�X \ \' 11� �� ` � � �..,� I � � Y Si2`5�' O . 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SHEET NO. � DETAIL B DETAIL D �• Y -II SPECIAL CUT BASE DITCH SPEQAL CUT DITCH {� \ I N��� s�olel � No� �o s�ale� ���� � � �� Ha� � . � � p�o�h �-� � urol � o� �-Fron No�urol � A� (� Slope \\\` RnETAI �.� c,o��a 3.I D AF\ �� °�op; ��o��d 3;� p F�o"e \U 8 I Min. �=1.0 H. - M'i. D 1.0 F. ��'..� � � B=3.0 Ft. ��\� \� . � � FROM STA 201+00 TO STA 201+75 -L- RT ��P . { FROM STA.212+00 TO STA.214+00 -L- LT FROM STA 203+50 TO STA.206=00 -L- RT \ \ �O FROM STA.208+00 TO STA.271+00 -L- LT ��� � FROM $TA 213+25 TO $TA 213+50 -L- RT DETAIL F DETAIL G R-3100A SPECIAL LATERAL 'V' DITCH SPECIAL CUT DITCH I Na� �o s�a al [ No� �o s�oia7 \ oi � � Fill N t I 3� P� �` SIoPo Ground � �a s� slope 6ra�nd '� D F� 0 / a p d Min. D=1.0 F. M'n D= 1.0 F. Type oiLiner= PSRM Moz d=1.0 Ft. Type of Liner= PSRM Mox. d= 1.0 Ff. 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I RIP-RAP � � � O � E5T 11 TONS �I � R E5T 22 $V FF I��. ��\ � CNORD 1= � � �� W — �— � � i ` � � F ' � � ��i teo �� O O Z GRAU 350 S:'] � � � �I � W CA - I �'�� o . 6° c� n f`2 n £`3 ,.,. �.,.t:z ,�� ..._-_---_ _ __-�.�_ _ O 1913 � _� � a � �- . . . , � �_ ' _ _ _ — � �,,,_,., - PUE� �� �� PUE E PU� PUE PUE ��E� E -L- ST Sto.2/9+74.8/ 151 CUSHMAN PROPERTIES LLC DB 2735 PG 1206 �� NC l6 23' BST _ _—___—_--' _ _____________¢�f —_-- _ —�_ ( _ _ _ _ PR _ _ _ — mn - e.anr+c n.w -BL-58 ; � ; � C � ; � i � � 1915 � _� R CHORD � ---- A - � PUE ��UE � � ' � PUE PUE f�_-E PUE -L- Pl Sto 2/5+55.88 Pls Sto 2/8+g4.8/ Pls Sto 227+30.97 Pl Sta 233+8/.93 �= 5' l7' 24.0" �LTI 6s = 0° 3/' 99.9" 6s = 2° 57' 48.9" �= 27° 39' 09.8" (RTI D= 0° 53' 03.1" Ls = 120.00' Ls = 240.00' D= 2° 28' 10.7" L= 598.29' LT = 80.00' LT = 160.02' L= l.l19.70' T= 299.36' ST = 40.00' ST = 80.02' T= 570.98' R = 6.480.00' R = 2,320.00' SE = 03 SE = 06 RO = l20' RO = 240' CL. 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STONES LARGER THAN 12 INCHES SHALL NOT BE PLACED WITHIN THE LOW FLOW CHANNEL. BED MATERIALS SUBJECT TO APPROVAL BY THE ENGINEER. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 3) TOP OF SILL SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4) CLASS B RIP RAP MAY BE USED TO SUPPLEMENT NATURAL BED MATERIAL. 5) DO NOT SET ELEVATION OF HIGH SILL ABOVE BANK FULL. b) NUMBER OF SILLS DETERMINED BY THE ENGINEER. TOB � TOB SILL ��- SILLS � 7 FT. �- 8 FT. SILLS AT INLET AND OUTLET --- 50' --}-- 50' --}- 50' --�� 50' --{-- 50' --}-- 50' --- �� S ITE IX PLAN VIEW PROFILE VIEW TOB SILL � TOB CULVERT INVERT 2/I 2 N. C. D]E�'g°. �� "JI"RANS][��lf$"J["A"J["I�N DIVIS��N �F I��GIHWAYS C.��".�W�A C�UN�°Y �����C�: �-���o� NC l�i �Ilt�l� N��87["][� �F S� b8fl� 'll°� �lf$ �895 ............ ............ � z a 0 � O K � u � Z O u F Z � Z 0 � < V 5 0 � c� Z O z � � �........ ` 0 / N j. O. /�^:-\ . ..� .. . � _— ��... W \ �' 2 \ \�- / ♦w f�70.65 RETAIN T��,15 � � 85' LT 90' L7 === E E E — N z,o --- --- N O2GI 2101 O N REMOVE DI — � REMO E � REMOVE DI r_ REM �' N Q � _-- — —_ .— — — RE_=0VE=1 � � � '� � N R J � +70.65 85' RT w Z BEGIN C/A FENCE J -L- 242+36.00 V ,bo Q ` �s4 0 0 � � v N ���Z S\ ,/�' `�8 �bN a2'3g 5a E / / ' � 5 qp0.02. / / � -L/- � -L- P ��`��r !; 'C L . /� � i� ' �, ` soic , � � h� —�— +11.54 - BS lT 95' LT , .. _. . 720' Li E E E il 210 — — REMOVE � � � � �� � F�S'2GI 2104 � CAT-1 \720' LT PDE �r , `,7 _ I� �� o il 0 � N ABANDON EX157/NG ROW END C/A F -L- 252+01 .�.,y��5 �i 85.00 -L- � EX.RNJ � DI \ . �e6 �. 2 \r5. \ GiLBERT H SR & � ,. ���.t c ����, nw., � z,�z +00 0 -L- 00' LT _R REMOVE � � �REMOVE DI _„ 2GI REMOVE �I � -L- C —t — -- — E E E ,� � ,� a. u RiP-RAP C�55 P. BEGIN C/A FENCE ,y Esr 3 roNs ' -L- 2qg+25.00 EST 7 SY FF � �Y ,y APPROXIMATE LOCATION �4 'y END C/A FENCE �'y �S'4 OF EXISTING 15"RCP DRNE PIPE. REMOVE AND REPLACE ,y �' -L- 248+65.00 � �' �, wi7H 2a��Rcr ��� w� w w wsc w �,y � 162 'y �, �STREAM BANK », �y "' STABILIZATION CL. II RIP-RAP +81.67 �5�� � EST 15 TONS 95' RT �� � EST 20 SY FF SITE X �DENOTES TEMPORARY IMPACTS IN SURGACE WATER -L/- Pls Sto 11+06.67 Pl Sta 12+29.45 Pls Sta /3+52.22 Pls Sta 15+92.23 Pl Sta 18+60.76 6s = l' IO' 4/.9" �= 2° 02' 44.5" (LT J 65 = l' l0' 4/.9" Bs = l' 32' 025" �= 6' //' /4.5" !RT J Ls = 160.00' D= l' 28' 22.4" Ls = 160.00' Ls = 200.00' D= l' 32' 025" LT = 106.67' L= 138.89' LT = 106.67' LT = 133.34' L= 403.34' ST = 53.34' T= 69.45' ST = 53.34' ST = 66.67' T= 20/.B7' R = 3,890.00' R = 3.735.00' SE = 04 SE = 05 RO = l60' RO = 200' -L - Pl Sto 233+8/.93 Pls Sta 240+10.67 �= 27' 39' 09.8" fRTI Bs = 2° 57' 48.9" D= 2° 28' 10.7" Ls = 240.00' L = lJ19.70' LT = 160.02' T = 570.98' ST = 80.02' R = 2,320.00' SE = 06 RO = 240' IJECT REFERENCE NO. SHEET NO. R-3100A 21 DWAY DESIGN HYDRAUUCS ENGINEER ENGMEER H MOnENSECNO. F��06698 E� �CI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED e °`' � Hatch Mott .,.,. ,,, MacDonald �: ::'d: �1VFIQM&CR� , SEE PROFILE SHEET 32 & 33 0 0 + � -U- SC Sta. 16+58.� u�z.i� � iL-6: �'f / / I // - s` �" j � 24, g5�. . ... j / N� 16 / � ,—i� RErniN 20' R \ rEs � R� � 3) � GRAU-35� � �'� ) EXP. GUTTER �� APPROXIMATE LOCATION - S7a.14+05.00 RETAIN OF �E%ISTING SYSTEM h RAISE TO PROPOSED GRADE RETAIN AND CONVERT TO A JUNCTION 80% WITH MANHOLE RING AND COVER � —� � , /� � __ _ � p � �� � +s5.00 END C/A FENCE RErAiN 85'R7 -L- 253+3852 s.00 5' RT � +38.6 END TlP PROJECT R-3/OOA REfAIN /�/ p \\ 85'RT -L- STA ZS.3fBO.00 � ��/ � '� � � [ v:iuc � � ���'O vu. :� � � � ANTHONY /� i�i � . e�FV p � � � 4h�,iAW _�\S �II I m : � �z _� � - � �� I�! ____ ,- � , I�i i 1 �I � � � I�i I�� � ��I � � � 0 EIP" ��2.IS' i a� ���� �� � �� � � I � � CLIFF-BLAKE l I� I I REALTY ASSOCIATES ' II I I - �8 1936 PG 1335 � ��il � I /���Gurl i i / /�� N N � Z W �.�..� N W W N 0 � �1^ V I � � r r N I J � W Z JT y r � DETAIL D SPECIAL CUT DITCH �Noiio s�oie� ` o ��ti No�urol � A'� �( � Slope Ground 7.� p F�o�te M'in. D=1.0 Ft. 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II RIP-RAP � EST 3 TONS EST 7 SY GT � /� ���✓D ::/A F�NCE � � ��� � —L— 248 f65o00 � � � � � ,�_ _ � � � �, � �, s� �, � � �� � ;�, � �,� STREAM BANK STABILIZATION CL. II RIP-RAP �5�, �� EIP EST 15 TONS EST 20 SY GT S � REMO�- — - RIP - — — 24„- 15_R C _ _ — _ = DI RIP o RAP REMOVE REMOVE DI REMOVE 03-2011 �SPECIAL CUT DITCH SEE DETAIL D �� --- < — � _.� E �.r� — — _ _ — _ —,,�� BEGIN C/A FENCE —L— 249+25000 � °� APPROXIMATE LOCATION � 6' � OF EXISTING 15"RCP DRIVE PIPE. \ REMOVE AND REPLACE WITH 24"RCP � � 162 � �� F_DDIE �W�YNt +� 81.61 95' RT b E�� CIP �����'� I� A�CTS IN� S RFACE WATER I�, �o �D1EIl�7�o �1F �IEgAN�ll��l[��A°l�l[C�� ��������T �1F �33[��l�l[�V��� �CA°l[[°�W]�� �C�ICJi�°][`�Y' 1P]E���]E�°]�; ll$��b�� � ld� �1� ]�l[$�I�[ 1�7�ll�`][°]H[ �1F �1[$ ��]L4 7C� �ll$ ]1��� l[$]E1F, ll$1��� Il��,AI�I �1�[]EIE�[° �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) I 47+58 -L- LT & RT 7'X8' RCBC 0.02 < 0.01 163 51 BANK STABIL. 77 II 165+35 -L- LT & RT 2 9'X9' RCBC 0.04 0.01 74 38 BANK STABIL. 82 III 168+23 LT & RT 2@ 9'X9' RCBC 0.03 < 0.01 76 24 BANK STABIL. 104 IV 201+53 -L- RT 30" RCP < 0.01 < 0.01 35 20 BANK STABIL. 10 V 208+80 -L- RT 18" RCP 0.01 < 0.01 43 20 BANK STABIL. 6 VI 213+60 -L- LT BASE DITCH 0.04 214+12-L- LT RDWY FILL 0.02 VII 214+70 -L- LT 217+30-L- LT RDWY FILL 0.10 VIII 216+68 -L- LT BASE DITCH 0.02 0.02 217+45 -L- LT RDWY FILL < 0.01 42 IX 230+72 LT & RT 7'X8' RCBC 0.04 < 0.01 220 51 BANK STABIL. 25 X 248+78 -L- RT 42" RCP < 0.01 22 TOTALS: 0.16 0.02 0.02 0.14 0.06 957 226 Revised 3/31/05 • � See Sheet �-A For Index of Sheets See Sheet �-B For Conventional Symbols �� �� � ��� � � ��� �� ��� � � ���� �� LOCATI011t: 1�C 16 FROM 1�ORTH OF. SR 1801 (CLAREM�11tT RD) TO 1�OR TH OF SR 1814 ( CALD WELL RD) TYPE OF WORI�: GRADI11tG, DRAI11lAGE, RETAI1�I11tG WALL, CULT�ERTS, PAVI11tG £� SIG11tALS c�ti �� G� s �, s�, —L — POT Stao l98 +28048 BE�IN T lP PROJECT R-3/OOB BEGIN CONST RUCT lON THIS PROJECT IS PARTIAL CONTROL-ACCESS, WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. PREPARED FOR DEPARTMENT OF TRANSPORTATION RALEIGH, NC NCDOT CONTACT: KANCHANA V. NOLAND DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared 1n the Offlce ofe HYDRAULICS E111GI11lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH URS Corporation - North Carolina 1600 Perimeter Park Drive ADT 2016 = 13 050 Morrisville, North Carolina 27560 50 25 0 50 100 ' LE11lGTH ROADWAY TIP PROJECT R-3100B = 3.474 Miles TELEPHONE ( 919) 461 - 1 100 FAX ( 919) 461 - 1415 0� �10� p�y ADT2036 — 20�Loo NC LICENSE � C-2243 L� 1�a DHV = 10 % TOTAL LE11tGTH TIP PROJECT R-3100B = 3.474 Miles 2012 STANDARD SPECIFICATIONS �Q� g�°'oQo PLANS * � 0 P.E. D = 65 �0 SIGNATURE: � � 50 25 0 50 100 T— q ��o * RIGHT OF WAY DATE: � � EDWARD G. EDENS, PE a V = 5O MPH JANUARY 30 2015 PROJECT ENGINEER ROADWAY DESIG11t � � � � PROFILE HORIZONTAL ' E1VGI11tEER � Q � ) *( T T S T 4% + D U A L 5%) ��'� o �Q Q� 00 10 5 0 10 20 F U N C C L = R U R A L A R T E R I A L L E T T I I I I G D A T E: K E V I N J. V A N M E T R E, P E ���p� JAN UARY 17, 2 O� 7 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER P.E. SIGNATURE: / BOUNDARIES AND PROPERTY.• State Li ne ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - �• �• Potential Contamination Area: Soil - � � Known Contamination Area: Water - �' �' Potential Contamination Area: Water � � Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° w Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz z F I ow Arrow � --- --- Disappearing Stream �--- --- Spring o� �����_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLO4Y False Sump � � � I � ..'1 � I � I ':� C�)% I'� .°�� � C�); I'� � I � 'I ( �` ., � I'� �) I ., I � .,'\ , II)� I ��� I � I C�) `� �)' I " I'I I '' �� I'I `�`�� .,'�` �'� � � � ' � � : � �� � � �� � �� .„ , _ RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCH ���� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � � �' . W �\ � � W in� 0 .�. �� ,� c �� T �A, c E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/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 T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Eq�al�ty symbol � Pavement Removal T�EGETATION.• Single Tree 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.*) � � � � Vineyard CONC J ��N� WW � CONC HW �--------� � CB O s � � O ❑T � HH - - - - T - - - - - - T - - T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - T FO WATER: Water Manhole Water Meter Wate r Va Ive Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV 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.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -W- - W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �- A/G Gas � O SS A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS • � � a - ?UTL 0 UST 0 � 0 AATU R E.O.I. N Z � N 1 W � � � N � O� O O � \ \ � � O O W W � ti Q Q � � -L - Pl Sto 22 +04.68 �= 32° 22' 12.2" �LT 1 D = 2° 4/' 0/.l" L = 1,206.20' T = 6/9.67' R = 29/35.00' e = 3% Runof f = l08' EST.5 TON CLASS B RIP RAP EST.14 SY GEOTEXTILE FABRIC UNITED CHURCH HOMES AND SERVICES DB 1221 PG 624 DB 1441 PG 833 DETAIL: CHANNEL CROSS SECTION AT U�S & DiS FACE OF PROP. CULVERT � � PROP. EXCAVATION � \ EST. 30 CY DDE / � EXIST. \ 2'0 � GROUND LINE \ � ��'"/ / � � CLASS II BURY 1.0' RIP RAP �_ � GEOTEXTILE FABRIC 6.0'� INLET CHANNEL LOOKING UPSTREAM (NOT TO SCALE) EXIST. GROUND LINE � PROP. EXCAVATION EST.20 CY DDE — — � � //�' 2.0' CLASS II N RIP RAP i gURY 1.0' GEOTEXTILE FABRIC�� �- � �—� 6.0' C�UTLET CHANNEL LOOKING DOWNSTREAM rtin-r -rn crei F� rrtvm JIH. LLtOJ —L— LI IV JIH. L4t03 —L— LI FROM STA. 24 + 63 -L- LT TO STA. 26 + 87 -L- LT CULVERT INVERT CONFLICTS WITH EXISTING UTILITY DETAIL 4 LATERAL 'V' DITCH ( Not to Scale) Natural b Fill Ground ?'J p `L�'\ 1'%Ft. Slope d Min. D- 1.1 Ft. Max. d - 1.1 Ft. b = 5 Ft. Type of Liner= PSRM FROM STA. 29 + 16 -L- RT TO STA. 29 + 60 -L- RT DETAIL PIPE OUTLET CHANNEL BANK STABILIZATION ( Not to Scale) DETAIL 45 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) �NATU RAL �GROUND — — — — — — ?'J T ,..1 � � — D = 1 Ft. FROM -L- STA. 32 + 70 LT TO -L- STA. 37 + 75 LT /"� ��S/' S� LATERAL V-DITCH SEE DETAIL 4 EST. 42 TONS CLASS II RIP RAP EST. 60 SY GEOTEXTILE FABRIC 20 CY DDE SEE DETAIL Natur Mi,�, o���' �t.ural Groun� F,y� �c?����.o T/F M�,,.,'�/ � (�round eqH� q g a - ��`S�(\aG z.a CHANNEL BED (Variable) Length = 24 Ft. FROM STA. -L- 28 + 95 RT TO STA. -L- 29 + 18 RT Prepored by URS Corporation - North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 Z 10 •• PROJECT REFERENCE NO. R —3/00B RNV SHEET NO. ROADWAY DESIGN ENGINEER ,\ �� � � � �A �\ \ � � ��� EST. 22 SY GEOTEXTILE FABRIC SHEET NO. 5 HYDRAULICS ENGINEER �UMENT NOT CONSIDERED FINAL LESS ALL SIGNATURES COMPLETED � J FOR -L - PROFILE SEE SHEET l8 i� � � � � � � � I� -Y3- I�0 � N I � SUDIE B YOUNT + I J I �� DB 532 PG 148 P� St0 /6 03.J`.3 J 0 5/° 44' 20.8" (LT ) 0 � � �� �� D_ 3/° 49' S1.6„ � � L 162.54' -Y2 - POT Sto. l0 +00.00 � 3 0° c a�c I I I I T= 87.29' � 30° c&c � � � R= 180.00' - � �� � =T� -=�'�262 e = 4% _ _ _ � - - � I �I I � Runoff = 80' \\ s, � m I �. ��,�� � � ol � � � . ~� I : I DI ��o I Q � � I DETAIL 45 � i��° Q I � SPECIAL BACK OF CURB C T DITCH Q��� � o � (NOT TO SCALE) Q��'� I� fY� � \`�% I � _� GRO ND \� I �I O I BEGIN CONST RUCT lON Prepored by URS Corporation - North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 PROJECT REFERENCE NO. R -3/00B RNV SHEET NO. ROADWAY DESIGN ENGINEER DOCUME�1-�VOT C9 � UNLE LL SIGN'A�1 � � cON� 0�, � \2, �MP � � O �C Q zA' ,��5�� � � °�� / � SHEET NO. 6 HYDRAULICS ENGINEER �D FINAL MPLETED - z- - - - - - ���� oNcJ � o� � -Y3- POT Sto.13+20.00 � �� ' � S Q� � w, � .� - - - \\ r- I � I . °, wo � �j�� % / _ � 3 1 ��� II � � BEGIN CONSTRUCTION �31'�`; �' 35'09� `�'� ��� ! �3/%�� / D 1 Ft. w���r�l N I � � g3 5 2 �/ � ROM -L- STA. 32+70 LT TO -L- S A. 37+75 LT �QIQ �, I �' �Y S A`�°� SUDIE B YOUNT �g S�'� � / w -Y2 - POT Sto. l2 +00.00 � � � � /� ��I� i� l� � I �� �� � o DB 532 PG 148 �� �y i�� �3�/ OSCAR L BAUCOM & �� � a" I�, i � N S 73°00'21" E �/ 5 / -Y2- +90.00 •O'��� I � � � 169,34� �s�� -Y3- +00.00 4 -Y3- +74.00 w ��/FIs P�N ��M CDB�573 PGg9860M , � � jo � +25,46 � 39.00' RT R o � jo�EY �� , +2io5� E X. R/ W & 3 0 R T s� I � I Z go 1 2- � B L I A V A N G E X. / W / �'�o� I � = I I -Y2- +90.00 D B 3 3 0 0 P G i i 6 7 - Y 3- P C S t o. l 5+ 1 6. 2 J� ��' 6 SR I a 3// BEGIN�C/A FENCE 6 A c� 2 S B K B U S � I I I N ��� � / P R O P O S E E A M � a -Y3 - +26.50 �o � J I � w� � EX. R/W & 30' LT o o � o P R� � �� ,�, R E A L I G N M E N T N� R�P �' � � o I �� � w�� IG)-i rn � o � ^ EX. R/W ME Z � r � ��. � o N o �C P R O P, � D E CH b SS L CH2� S�W �PSE \� � � / �� � U� \ � N � i G ER i / C' � � 2 60 � _ �^,� 48° coNc �T � ��� � � T P� � � � ��• � __ \� o � E N D 2,_ 6„ C& G � N C � �' j/ rn /.-�''-��� 4 8" C H L � R O P O / �\ - - - - � � ' �� f �- GR - _' � 3 �5�� � 4' OFFSET -Y3- +79.50 N / N / -L-F+8364 � S M RE L-I�NMEN ��__�� E z .b0 .02.02 � � \ -Y3- 16f5/.64 � SEE C EL 4, �__- � �-� - �� �- -- _,\ � \o � � �- 180.00'LT - - �,8�� EX.R/W o o/ GE DETAIL �� _ _- �i � 1 . � � , �� JAMES MARVW YOUNT �, 15� o � � SS 3 34' 18" RCP p� ` --- � _:______ _- --- S�ZE��Ss PE E ,T _ B Y2 - 6 9 I� r o �� �\ CONC�� DB 2584 PG 561 � I \\ . � / o / ;.� PPER ��' EST. 45 TONS CLASS II RIP RAP -, �� = W S 820� � N � UN ED CHURCH � UNKNow i esr HOMES AND SERVICES a o � � �3 -Y3- PT Sto. 16+78.79 0 .�,� � � 1� EST. 65 SY GEOTEXTILE FABRI c o - -� D B 1 0 7 1 P G 4 7 2 � � �� � � I \\ �,.s � � / o C �/ EGIN 2'-6" C&G ESTIMATED DD E = 1 5 o CY o e� z A -L . 0 0' L T END C�30 FENC � I � � o,� �r� j� , �•� 4' O F F S E T � � o ��l PB 189 PG 222 �� � BE�IN C/ ENCE ISBKD � 440'R,65'R,440'R z �, �' �/ •o ��J , -Y3- 14f94,73 p� . I�� � � � �, > � \o\ � � ESS1A�4�€�CHANNEL � o �� �L� 30" C&G �TJ I LT aI� � �o _Y2_ 5 � ��/ ,�Q � � EST. 1 TON CLASS B RIP RAP , B E �5 �26'� � HOLDINGS�2, L � I I // lD' OFFSET � �P� � �� L �XCAVATIO CY � A � � ` � - - _� � _ - � - - - � - ��- - - �� � = II 30.00' � � � � �'o � � ,�� EST. 5 SY GEOTEXTELE�Ri� $y ED FILL = 5� �B 3233 PG � �� � LT� \�� � � �� esr � m I o END C/A FENCE o \ � PROP. T��� , P�c ENT �TING � � � D REMOVE �� `% 0625 0/,� 6 � � � END C/A FENC I� -L- +90.00 ��, -L- +34.17 �2 �- 7` S W R s s-. Ob -L- +50.00 � , •0 5 � OPo � ACCESS '� eST -Y2- +05.00 I � � 75.00' LT � � ��EX. R/W Ri�' �' CB �' � � � 8 C� � �'A RETAIN ' RT � � �N� 9/.00 LT -L- +85.00 0 � �_ ��N� „ Rc " BST � - - - - - - - - - - - - - - - - - _ - _ 8" CHL POINT � 30" c&c 30.00 � CUT DITCH , I � 3q.97 �y,�S 5 // x o � _ --- ------------ ,� FENCE_ � ��s �T � CB -�p S� /�' �`''-�,, 0612 SEE DE�IL 5 75.00 LT� P�OP. � 63002' /� � o / �' � � 035 0% SPECIAL�, CK OF C�t°L B CUT �{_,.�T H .00 LT 0�1 ,.0 �fi/3 '��E rQ 4cY" CHL � /; x �� � � L- +.50 I ' I �,, Q SEE DET,�IL 45 /3 2�, F 40 fQQ C F�NCE � D _ F/ o �S ___ � � � 75.00 � �I 2 .8 I _ �� _ S _ _ _ � O Q ._ PB9�TC18 APPRO � � J B w �� � � � C .0/ � � S� � � � � � �- 2' ��� T-1 e �s � � � '�`� � � R ° � � �� � � � � � `c�� �I ?� 15'� 2G1 0613 � / 36' lNC �� � `L�� GI p�� � � i � .p/ ' � S�� �, � �PPROX. 7' BA EXISTING DB 532 PG 148 4 � J ��G \ � �C a �� �i � C � o � C H � F � � „ ob ��' � - -,37 0 � ,-�_� � F � � _ - __ � - � ��i - O � -L +09.58 �i � � < < < • , � , a� �_ � � � � RCP � _ � � o o B� ' i T � PR � �� � ,5 � .,: : a ' , �o`°� , gG U 350 e � � O <_--- - REMOVE � � 0 " P JV CB ° � JS 7 00 T � O � U ,v t,� ' o---- -- ---- � , � � __- Ex�srwc R�w `� b 33 �.0 42 � �� 2,_6„C&G `� � � -----�0 � ° � ;" Hw � CB 2,_6,�C&G � � �n ' � f� -'� � � � � � - - - - � � �� - � � f� � 663 -w- - B 2G1 TB 2 - � u _ �_� I -�5 RCP- �' � - - -w � 6 - - - � - � •- ( - ) �� - -T Fo- - - - - - - - - - -ET��`T Fo - - - - - - - -r Fo- � ��- - � � O �- I - o- - �' 288 ST W 1' IL "L-1bT' N � TB 2� N W ' '� C� NC l6 BST � B�GI 15" RCP-IV TB 2 -�� ? ° CONCRE . � 2'-9° C&G � O� � 15" RCP-IV � �° 1+ _ �- 2' -9" C&G � -L - S 72� J� ' S3.1�� E MOUNT ABL ' ' lAN � � 2' -9" C&G � ° cV [� TB 2G1 063 �� �� a - --rFo-- _ - --r � __-- � - _- --� _- -_� - ---- � - -_,--- ` Q N � -° . �- --��- ---- -T�- -===i r� _�- ----- ___��-_-�-_- _-- ��T o�EA/���F �� -rFo--- - - -r�o- -� -------TFo- --- _=�= Q � -TFo---- -� --- � - --===-rFo - -�i-� --- __- ------ -- � 15" RCP- � � 15" RCP-IV 15" RCP-IV � - - ExisT iw REMOVE N �_ 400 PR � P � q i ��'� C 18 RCP-III - - � CB � 15" R P-IV 0619 �� 15" RCP-IV r 2'-6" 15" RCP-IV EXISTING Riw � C +49001 B CB CAT-1 / �`� I 0610 _ _ _ _ - � - � 60 _ - �-- - - - _ - �- �- - - - - _ _ _ = 500 PR - _ _ _ E _ _ = TJ E ` 2 � -T= - �=;,�-�R- - ra -= T 40o PR -T �� 0623 3300,' � cn 0629 ,S' o,, J __ - -- _ BEGIN RETAINING WALL #1 ST D 47ET50N1 LG WALL 1 �b����� � I -' �s- - - -� - - - i0" Pv� - ss � 620 �' ss �0" PVC ss n 0631 / STA. 44+50 -L- p � � /' � � I F 25' SEWER EASEMENT - �� _ __ y 3Oa99� �� � � E � 25' SEWER EASEMENT F � 49.50� RT /C � � 49. 0� RT �' � A A � - F ��,�,�� � S� �-� - _�,-, F � PUE �� _ � ���,_ . ����,_f�� ���\`�L���_�- - -Rr1� PUE UE ,� SH PUE �� PUE PUE P���� P� PI�J� � �l � � ��, ��,�'�,sr�, P U E PROP, ap -L - +06.68 ��' � U E , � � � � � � -L- + 15.00 � P � 75.00 RT 'Y', 91.00 RT. � �� , � / / �, � J -L - POT Sto. 38 +33.87 = � 48" CHL � -L- + 70.00 �' � PROP. RETAI N I NG WALL #1 � = FENCE � � 91.00' RT. -L- +15.00 � ROBERT E & �1 v ACCESS POINT 2 -Y2- POT Sto.14+00.00 0� m-L- POT Sto. 42-�5.83 = �� �5� &�o�' RT. � DONNA A LUDEMAN ��� Z � � 90' & �oo �R . � Y3- POT Sto. l7 �..30 � _ -L- +75;00 /�' DB 2964 PG 1512 �_�,�;r � `�`�'��;.�-� � , \„ 3o U BEGIN C/A FENCE �= 93�14'S7..36�� � o - '� \ L- +31.70 75' & 101 RT. S� � / ia, e ��� END C/A FENCE �' �,,Mp � � +56 UNITED CHURCH EST. 5 TON CLASS B RIP RAP v, � �= 75� �l,r���r��' -L- +70.00 0�,`�� 91.00 RT. -L- +75:�� � �� � � �\ ACCESS POINT � HOMES AND SERVICES �. � END C/A FENCE DB 1221 PG 624 EST. 14 SY GEOTEXTILE FABRIC SUDIE 6 YOUNT 75' & 100' RT. P�' �%� -L- +40.50 91.0 . �' 6�� a� // n�, �� � 82 /�� �_, � �96 D 14 41 P � 75.00' RT. f +/ I� z � B G 833 DB 532 PG 148 EST 58 TONS CLASS II RIP RAP -L- +13.00 � \�� � DETAIL 5 CUT DITCH ( Not to Scale) Front Ditch Natural � �,'.� Slope Ground 1•� D Min. D= 1 Ft. FROM STA. 39 + 00 -L- LT TO STA. 39 + 60 -L- LT 90' & 100' RT BM#2 -BL- STA 49+11174'RT � ELEV,= 882a63' Est. Channel Change Length = 335' Est. Channel Fill Length = 60' Est. Excavation = 1620 CY DETAIL 6 Est. Fill = 200 CY CHANNEL CHANGE ( Not to Scale) �.-b-►{ Natural I Proposed Ground �� Natural �-- _ _ Fill Slope � GrounT ?.� p 1"/Ft. � �� d Min. D= 4.5 Ft. GEOTEXTILE B Max. d= 7 Ft. B= 7 Ft. Exist. Channel b= 5 Ft. Min. Type of Liner= Class II Riprap *REFER TO DESIGN PLANS EST. 860 TONS CLASS II RIPRAP EST.1300 SY GEOTEXTILE FROM -L- STA. 43 + 98 LT TO STA. 46 + 94 LT Est. Channel Change Length = 35' Est. Channel Fill Length = 75' Est. Excavation = 80 CY DETAIL 6A Est. Fill = 775 CY CHANNEL CHANGE ( Not to Scale) �.-b-►{ Natural I Proposed Ground �� Natural �--- _ _ Fill Slope Groun�' ?•� p 1"/Ft. � d \ � Min. D = 4.5 Ft. GEOTEXTILE B Max. d= 7 Ft. B= 3.5 Ft. Exist. Channel b= 5 Ft. Min. Type of Liner= Class II Riprap *REFER TO DESIGN PLANS EST. 140 TONS CLASS II RIPRAP EST. 210 SY GEOTEXTILE FROM -L- STA. 46 + 70 LT TO STA. 47 + 38 LT EST. 80 SY GEOTEXTILE FA��Si� 125.00' RT. � � // � ��\���+// "� � N64° EST. DDE = 80 CY �l' � � S Y �� X48' WD/ /"' + 4 �,�,`;,;,� 6 5 6 2 5'gVA K STABILIZATIO�;-�A��2�� ___�5�� S // --m� � � �\-� I ACCESS ��¢��zV ���9„�,�'S-� °��1 _.�-_sr I� � � �� �� � � ��,�oiNr � �,� ,� � �3g9`� � ' �8 1,2 � � S� � -. � � � � I � & �SB�, M Lv i ��ii�� � �� _ _��s ISBKD � � p��P N83��g' 44 W � ..� `�P� `O� � � o�a��� ��� � > E $�o AZ oo„ N �.�-� o 7 KEVIN J & FROM STA. -L- 42 + 85 RT TO STA. -L- 43 + 2 7 RT DETAIL• CHANNEL CROSS SECTION AT U�S & DiS FACE OF PROP. CULVERT NOTE: CULVERT HAS 6 5' WIDE PROP. EXCAVATION ALTERNATING BAFFLES (NOT PROP. EXCAVATION EST. 100 CY DDE sHowN AT UPSTREAM FACE) EST. 15O CY DDE* � \ - _ � NATURAL � � �� /���_ GROUND , NATURAL 2' 2� 2%� - GROUND r, 2, r, ,� f ry BURY 1.0' , � BURY CLASS II RIP RAP CLASS II RIP RAP W/GEOTEXTILE FABRIC I W/GEOTEXTILE FABRIC �'� 1.0' BAFFLE -..l10'I--- I I (See not2� *QTY FOR RIPRAP LIMITS ONLY �11��I�- �UTLET CHANNEL SEE DETAIL A FOR CHANNEL �NLET CHANNEL LOOKING DOWNSTREAM CHANGE QUANTITIES (NOT TO SCALE) LOOKING UPSTREAM (NOT TO SCALE) SECTION A-A �c��` PIPE (d = 15" OR 18") S��p F � PSRM INFLOW NATURAL �/ - ��T� GROUND LINER: CLA55 B RIPRAP I�- B�-�i WITH GEOTEXTILE MIN. 1' TUCK STA. -L- 43+95 RT B = 4 ft. D = 2 ft. W = 4 ft. sros BARBARA C LUDEMAN DB 2683 PG 184 N 5g o3q 95 W 4 8p' � � PAVEMENT REMOVAL FOR -L - PROFILE SEE SHEET S l8&l9 FOR -Y2 - PROFILE SEE SHEET 25 FOR -Y3- PROFILE SEE SHEET 25 � J C� Q � � O Z O � Q � O J � � W v v Q W � � W � i � 0 N \ � N \ O W � Q N Q Z � N 1 W � / / / / o� . E / �22> / � j�o�� 0� / � R�AJA HOLDINGS 2� DB 3233 PG 28� O �OI �O � S � 6� 2�, � 205.00' RT -L - +50.00 223.00' RT DETAIL 7 BERM 'V' DITCH ( Not to Scale) Natural � I I Ground 2• 1 � D �'� d RDWY PSRM `'� l Min. D=1 Ft. Max. d =1 Ft. b= 5 Ft. Type of Liner = PSRM DETAIL 8 BERM 'V' DITCH ( Not to Scale) � � Natural Ground 2• 1 � D �'� RDWY a l Min. D=1 Ft. b=5 Ft. FROM STA. -L- 49 + 33 LT TO STA. -L- 50 + 35 LT FROM STA. -L- 52 + 80 LT TO STA. -L- 55 + 48 LT FROM STA. -L- 50 + 93 LT TO STA. -L- 52 + 70 LT FROM STA. -L- 56 + 30 LT TO STA. -L- 58 + 90 LT N 77°�_ � � 70,76' ti�• ^ � N67°SO'23"W �°j 40,40' � A$ o� V� a��$ ��� ,-., .,.,.," . , SEE DETAIL 33 9 DWIGHT M HUFFSTETLER DB 1366 PG 251 � � HTR i � N �7°� 47a19 N 78°I9'� � 10,19' DETAIL 9 SPECIAL LATERAL 'V' DITCH ( Not to Scale) o� Fill Natural 3'1 ,�,�gt Slope Ground ?•j p F�a d Min. D= 1 Ft. Type of Liner= PSRM Max. d= 1 Ft. FROM STA. 11 + 00 -Y4- LT TO STA. 11 + 70 -Y4- LT DETAIL 10 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural � ot Fill Ground ?•) D ��a,�e< Slope d B Min. D = 1 Ft. Max. d = 1 Ft. Type of Liner= PSRM B= 2 Ft. F ROM STA. 12 + 10 -Y4- RT TO STA. 13 + 14 -Y4- RT V L 1 r\I L V V RIPRAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. I Grade } �.s ft. GEOTEXTILE � Type of Liner= 21 Tons CL II Rip-Rap DETAIL 11 PIP NNEL BANK STABILIZATION ( Not to Scale) Natur� � � N_ �tural Ciroun \x�sT� �P�j — — �Ciround �G Bq^'/� D �'��S���V d = G' 1.0 ft. CHANNEL BED �@tlgtil= � b Ff. (Variable) D = 6 Ft. Est. = 42 Tons of Class II Rip-Rap VLIlIIL IL BASE TAIL DITCH ( Not to Scale) Natural Natural Ground �•� D �,•.� Ground d B Min. D= 1 Ft. Max. d - 1 Ft. B = 3 Ft. DDE = 22 CY _ _ . _ _ _ FCT 1(1(1 CV PCRAA FROM STA. 53 + 83 -L- T TO STA. 54 + 02 -L- RT �"v,.. V�^. Jv � T, -� ... . v J.^. JV � V v-� �.. FROM STA. 50 + 00 -L- T TO STA. 50 + 15 -L- RT FROM STA. 55 + 04 -L- T TO STA. 55 + 16 -L- RT FROM STA. 55 + 07 -L- R TO STA. 55 + 18 -L- RT �-, `I �. , L.�� 208' RT RIPRAP AT EMBANKMENT SEE DETAIL 33 � �I � � ' i � �' ' ." • 28 �-SPECIAL LATERAL BASE DITCH SEE DETAIL 10 0 � I I I' 9- �R -�� tAL BASE DIT� o� "` ' _ ___,\-'��- � �� �} � • � -Y4- +00.00 AO� � �� �� �% Q� �/ 50.00' LT -Y4- f35.00 Ex. Riw� N�" � � j � END CONSTRUCTION � � �I m � I � I -Y4- f33.5o —Y4— POT Stoe 13+20d�� � ��. � � � I I���, �, I � � i EX. R/W � � � I- � Z w �1 � � � � coN� w �Ip� o I` w� ROGER HAM � � � �� � � � DB 3013 PG 1503 '11� � — 2A� PB 8 PG 95 U � I � � W 'y = � � � 2 \� � �3 � �---- '� � - � � � POT Sta• 14 +60.00 +50087 N 68°59'34" W +29,00 I � o ° 30060' 171,63' — 29,78' o I� IP G PRINGLE & �X � ROCKSANNA T PRINGLE I I� DB 2587 PG 1962 �� X I I � PB 8 PG 95 w � � � � � � � N � � �� r' O � as I I ��� ISFD � N � �I I� �� I Iz VL 1/"�IL IJ BASE TAIL DITCH ( Not to Scale) Natural Natural Ground �� j D �,•.� Ground d B Min. D= 1.3 Ft. Max. d = 1.3 Ft. B = 4 Ft. DDE= 110 CY _ _ . _ _ _ . . FCT 1l1� CV PCRAA Prepored by URS Corporation – North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 v PB 9V PG 107 �g� 33, N SS o42 42 W PROJECT REFERENCE NO. R —3/00B RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED JOHN M MC�UEEN DB 3176 PG 1688 PB 9 PG 98 1 �� vo vv� r� iv i RICHARD A BENFIELD DB 2279 PG 1257 PB 9 PG 107 �99• 9 � 8 59���%6 REqR C o r � SFe gF9 p�C i°w e 0� RqNCy N Z � W � X DETAIL 33 RIPRAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch �.0'min. 1 Grade f 1.5 ft. GEOTEXTILE � Type of Liner= 48 TONS,CL II Rip-Rap Geotextile= 80 sy FROM STA. 65 + 85 -L- RT TO STA. 66 + 00 -L- RT BM#3 -BL- STA 73+98 252'LT ELEV,= 968000' w `� "' 14 � N �� M � �`� JOHN M MCOUEEN z DB 3176 PG 1688 / PB 9 PG 98 \ x �L- +88.00 I \ X — ' & 12 6' LT. � END C/A FEl CE � T• � � T� +94 BEGIN C/A FENCE I 0809 � f 4 O X � � _ 5 � c� � II = � ACCESS POIN � I II � -I U � � -L- +05.0 m z �� x� � 75' & 126' T. � o � � � � v J �� �� � 48" CHL �� 48" CHL X w X X-�-- -� X-�--�X-�— ---�BK BK�}X II RET IN � � � j �' X �� � SPECIAL BAC� � I � X � CURB CUT DITCH I I� I, � SEE DETAIL 14 R I `" BS� W I X ,rm � B� C oso �> >$„ os5 65+00 _ < ` ` Os� 60' BST CB � �- — �—_ � ` rJ�� R P-IV EXISTING R/W � � '� �8�3 0�1'. - -- - - - I 15" RCP-IV � ��� � X x x x — w � �5 27 WORTH WRAY FRAZIER, JR & GLENDA A FRAZIER DB 927 PG 353 DB 1000 PG 620 PB 9 PG 98 x x x BST � PROP. 48" CHL FENCE F __ � � — 48'-C.b+�- — x _ � � �— �� —� x �— F � _cB I a Prepored by URS Corporation — North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 PROJECT REFERENCE NO. R —3/00B RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 8 HYDRAULICS ENGINEER Z �Q w � ~ �� � O N � � N DOCUMENT NOT CONSIDERED FINAL z ' UNLESS ALL SIGNATURES COMPLETED �� ��/� V' N O O S 72°53'39" E S 72°53'39" E S 72°53'39" E S 72°53'39" E 93,00' 92.98' 93,08' 93,08' N 0 0, �� 28 29 30 31 �" ��2,94� PHILLIP R SIGMON & PATRICIA A SHIRLEY R OLIVEIRA & N 72°56�5a� FAYE W SIGMON CUPP NOREEN J STUART SHIRLEY MILLIE DB 1209 PG 391 DB 2741 PG 21� DB 3115 PG 762 MCALISTER DELLINGER CLWE LFI FINCH � � � �� � � � DB 2009E PG 701 � DB 2108 s �My� (((YY��� � � N LTPG 1142 J � � � � O S U N � /� X � � � • �� o � � � � I 72" cHL X = �' ''� � ,ri -L- +48 00 `� o � I � N � w0 � + � X � 75 & 86 LT. S -L- + .00 - X 1 0 = � � END C/A FENCE • 75' & 86' LT. �= p ACCESS XPOINT + A�ESS POINT �� ,.� s� � f83 ° I' I �o + + �v I�K �, �' + �1 �5 � � �"�'= ISC3KD �} ISBK&FD M ACC IS � � ACCESS P 1N 7� {� isBKD -JQ � w� � iSBK&FD PO T � -L- +00.00 � _ � ACCESS POIN 75.00' LT � � ° o ' - _ _ � �m o q8 z �� I w - +46,09 CONC �', ; S N� 50,24' R '` � � -- I' I — F c� � �V z '. +�� —___—_ --- ----EPa�\ ��5 z�i m I + goo7� � F � O�Om� � osi�� o� m � 48" CHL EXISTING R/W _ _ 50,23' � ; +32J6 O � F X , � � , o ���`� - i—I� � 50oI0� -- v „ P , � � � - F -- - ----- � Fo - - --� �f -rFo - -- - - - rro��-----�� �'-J"C&G^- Fo----� ----'- N ' \ REMOVE v ' i � � z 93,�6 g REMOVE REMOVE ��� 2•_ „ � \ — � � �.�ff — — T (� �B ~� ����� i� — --- _ _ _ =—� �i�0— = —�— _ _ _ _ — — � — _ —TT— _,-- — — — — —��— TT= _ _ — — — —TTO= — — T— — — — — — — — — �. — + — — =T — � — — — — — — — — — — T — — — — — — — T — i 30000' i- � x x X i� 600 PR �v, 50�2%' �� � � ExisriNc Riw CB 24" RCP-IV 36" WCP4r'AiBCP-IV 2'- " C&G C � MOVE �, `~' v � � z i, i � SEAL AND z l5'i � 30 008 �� � 00 PR � 24" RCP-IV �/ Cf �� l5' � �� ABANDON WELL o,�r' � o� ti NU 0814 � �i 0811 20J9' EIP TO ' � J r �~_��� - - - a C -8'�ON +75,73 F cn �� - - _ _� ��i _ _ EXISTING R/W �5� o- - �- - - � � � � — � 30,00� � � W � � F � � � e � coNc � ,, N/ o � _ � o �\ � I� � � � �I � � ACCESS lN � o • ISB D - - - - - - � � � IS�Kr� �� ' -�- f15.00 � II� � I BKD � � ISBKD � � � w0� 1SFD I�J /� � � ACCESS P lN�� � �75.00 RT ��� � coNc � � � I� � ------- ' io � � / � �`' � � v J. o� �0 �C--- - � CONC ----��Jin �� HTR o � � I � � � W 30" CONC - - - - a° o � � � � DK {� � � �� �/ � � I� M � D� I � -L- + 68.00 -L- + 15.00 � � ,r�, o ` a> � � �. � � Q � � _ 75' & 100' RT. _ ° ' � o ti. 75' 100' RT `� '` MAN °�' ESS P�INT z � �r ACCESS lNT � � �X`� � AC ESS 0/NT � � G � � _ _ _ � � o � + ACCESS POINT � � � �� � \ S � � � � � � � "�� � � � �_ � - m � N � � � � � N N � w � � � � EST. 5 TON CLASS B I. P � o 0 �.� 7 � � �— E S T. 1 4 S Y G E O T E X T I L E F� I C �w� � � r n o � o � � � � o ACCESS POINT �'� � '` " RICHARD A B FIELD I Z DB 2279 PG 1257 � BASE TAIL DITCH PB 9 PG 107 SEE DETAIL 15A JOSE L RAMOS & �-� �- � 0 MILAGRAS RAMOS � � ,�P-941J2 BRADLEY SAMUEL C HASS DB 2581 PG 1212 �'�'-`� �' S GOOD BETTY G HASS PAUL J PROPST INV=934.15 DB 2835 PG 2040 DB 756 PG 552 ROBERT E PROPST FS PB 9 PG 107 PG 9 PG 107 18 DB 2787 PG 1592 L VELOPMENTS LLC JAMES W SMITH & B 32 �`yk�r,-Q021 SUSAN B SMITH 23 19 �� �_ DDB 3137 PG 0311 22 20 , I 9 S8„ � � 9 ��9� 2�,g9, NS � °�8 ,9S „w N 6 � 9� W -o � v o v n BASE TAIL DITCH ELB W� SEE DETAIL 15B RIPRAP AT INV=923 02 EMBANKMENT SEE DETAIL 33 �� o��y�° W `� � N 73°IO'17" W Q__ N 117,58� _ OW BRAN�N J m 5 FOLL a,y� '' � ,i�.�C�%� � A Lp� UPg 9 p� 10� �� �o� \\'� ��' PDE SEE P h� � -L - f68.00 -L - f15.00 409' RT 409' RT 9 -� 2 �- (See Chart Below) —>,�— 20' �-I Ci� <- s - et�. S= Ditch Slope C� Proposed Ditch Ditch Grade L Ditch Grade L 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' Over 2.0% To 4.0% 30' Over 6.0% 50' FROM STA. 65 + 91 -L- RT � 21 N 61°36'4q�� w 158e 9q, DETAIL 45 FALSE SUMP ( Not toi Scale) o �—� � PCB m EIP m EIP EXISTWG R/W=PROP.LINE �5' I CB o/ , q25a 20 m 0 1�— 30 00' � m�'� EMOV �3 R MOVE� C&G � � � - I 2=R C� - N � - - - � Fo - - - - - - - - - r F o - � - - - - - - � ro � � _ _ - - � - i F�,-�� ,- - ' �� '� �' �� IN SURVEY FILE NC l6 24' BSl � RE OVE � O � °c m�� � � � TT-� - - -� - - - �'L — —_ _ �- � - =TL =— - - - cu- o — — -- = F 0 — — T — — — _ — — — _L�O— — — t— T — --Z —I — — T �— — — — � _ — _ — _ 0 � � _ � _ � cV +62065 � z z � 50027' I CP' _ -_ - I � � - �,I �' � � � O 50024' �� � � REMOVE � I i CB i � REMOVE �� 18" RCP-IV �G � 18"E iw �� (^ 24" R P-IVv +62068 E� �u �- '� F �``'C CB F � 600 v J /5' 30a00' 20' - 20,30' z i Ei� _ w +3; G� y ��� �; ' � EXISTING R/W=PROP.LIN CORNER TO � I '"i� 3OoOO� � —q1,33 �° I v EXISTING R/W� (5'� o'- �� i� � � N � � F ,�j � z � N �`'� s� � -� 30,00' S 0818 �C �, � J � �, F 36" CONC`v� o � — -�W \ — -'c�� ��, � , D , � � i� � - �� � � o `� � � �� � � isBKD °� ABANDO � LL isFD �� � PROP�-� 2535 NC HIGHWAY 16 S�H ��C � �-ti- � - i s F � , �\ 48" CHL � ISBKD �, , i EIP A CESS AOI�NT ,� DB 2954 PG 1721 �� o� coN MT� _.� � ,�' �� � \� FENCE PB 9 PG 98 J � J� � ACCESS POIN � � A N ' ACCES.� POINT X J +,' __ EGIN C/A FEN � � � � N� ���,�---� z i; ,-- f36 �� N 34 v +� � i � � � � / � � � N O � `'� o� /8„C � o� � io �n o � � M � � o � � W / �� � � �3� �n � � (Y�o AC SS POINT � �(��-�{ '` ' � � �� M � . N� <•{ � C.'�' � � G O M kl� — �sJ �O � �— Z -X— S M _ - � �j a � M �, HTR � �X_ � � � �� ' S � `�j °� �3 � � � � MICHAEL E BETTY W. SHERRILL JOHN A. SHERRILL HUFFMAN DB 947 PG 256 DB 2197 PG 1773 JOHN T SHERMAN & DB 651 PG 642 DB 2049 PG 1617 GWEN B SHERMAN DB 1680 PG 691 PB 9 PG 98 PB 9 PG 98 PB 9 PG 98 DB 2877 PG 1606 BENNIE W ALEXANDER PB 9 PG 107 JOEL D ALEXANDER DB 2008E PG 1217 26 24 PB 9 PG io7 33 33A 25 � 100,13' ioi.rz �g°p4'32" W � 100�41� REAR LOEE��PBS9FPGLIOW BRANCH DETAIL 14 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _� NATURAL GROUND �•� —���_ D ��� Min. D= 1.5 Ft. FROM STA. 62 + 90 -L- LT TO STA. 65 + 82 -L- LT N ��7���� W 100.31' N 5g 2q 33" W �1�33� N 68°I9'42" W 130,26' N 68°I9'42" W 83.92' DETAIL 15A BASE TAIL DITCH ( Not to Scale) Natural Natural Ground 2• j D �,•.� Ground d Min. D- 1.2 Ft. *When B is < 6.0' B Max. d= 1.2 Ft. slope=4.5% B= 4 Ft. DDE= 100 CY Type of Liner= PSRM EST. 105 SY PSRM FROM STA. 65 + 92 -L- RT FROM STA. 65+92 -L- RT (DOWNSTREAM OF PIPE) FOR -L - PROFILE SEE SHEET S l9&20 N Z O W � -L - Pl Sto 88 +49.20 p = /4° 24' 28.5" (RT I D = 0° 55' S3.9" L = 1,546.51' T = 777e36' R = 6,150.00' e = RC Runof f = 72' -Y5 - Pl Sto l3 +57.74 p= l8° 38' 40.7" l RT ) D = 9° 32' S7.5" L = 195.25' T = 98.49' R = 600.00' e = RC Runof f = 80' w I32 -Y6 - Pl Sta ll +42.46 �_ l6° 58' 33.5" lRT 1 D = ll° 27' 33.0" L = 148.14' T = 74.62' R = 500.00' e = RC Runof f = 46' - � _ � � � - � � `C�.�� � - j �tAStMtN I "P 1 , � � � -�-� .. INV-973,69' (2" CHL EIP� eP�`� 1 / \\ ��� ���� �� � � -� �- . gA � -- � �--- ��- � � �\\ II � //� � �R ,���i\\ �/ \ � �\1 �� - -�'ti'-r�ti'�'�v'-r�'��Ex� �5��� OLEY FISH POND ,qp I � �NG �S � 1 � � - - i8' Bsr \ O �- � - � � w���, �-- - - - - -T= - - - - � � � �� - I - 70,I�I � \ � , �v � ' ���-�-�,. w . , � _ S 68°51'25" E -YS- +00.00 � � _ os��,�� \ >' � - 192,00' S 68°51'25° E N� �� �h 0.64' RT. 4]- � �i � " �, � y\ � RETAIN S i � �C � � � � � \ I - 136.69� z -Y5 - POT Sto. �� f� . \ G 6� Cr P ❑ ,, � � � � � � � ���� � � „ Rc � rn �� _ - - � � \`� , Y5 + 00.00 �,�'L \ �o .0 CP o0 50.00' RT. � � O \ �\, 6°° v BEGIN CONST RUCT lON \�, X T R �w -Y5 - POT Sta. ll +OC�,QO o � � � ��� � � � I� �� -Y5 - +00 00 �� I 2 Prepored by URS Corporation - North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 39 -YS- f00.00 DORIS KAY DRUM SIGMON EX.R/W & 50.00'LT DB 540 PG 66 DB 1924 PG 494 CUT V-DITCH SEE DETAIL 17 PROJECT REFERENCE NO. R -3/00B RiW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 9 HYDRAULICS ENGINEER CUMENT NOT CONSIDERED FINAL ESS ALL SIGNATURES COMPLETED 50' RT & EX. R/ V� � f\ 2 �� CA � c I �� � � � \ 5 t� -r25 �� � \� �� o "\� �63 �- � � �� \ \ - 2 �� \ �\�, --' (f� -L- +03.00 / � � _ \ ; �R -YS- PC Sto. 12+59.24 � 315.00' LT. _L- +25.00 `` 38 -Y5- +95.00 � � � �_ _ _ 70' & 85' RT. G- II \\� \\ � o -,� �i � 265.00' LT m o � � _ � � � OAVID L ROBERTS & � � I �`\� m I JOYCE C ROBERTS ,� � � � z � � o EST. 3 TON �CL-B RIP RAP 0 �"'' � -° � � � � EST.10 S�Y G�OTEXTILE FABRIC O PUE DB 1915 PG 305 `�'� 05 & 85' R�. � � \ � • _ \ z -�' , ' � PB 61 PG 145 � � -o -L- +38.00 i � , 2' �D �- L� + 1 5. 0 0 H T R 2 6 8. 0 0' L T. I , � = _ � `2 � rn / ,-''�! 210' & 220' LT. _----- -L- +75.00 � �- � � - =L- + 58.22 � - - - - 305.00' LT. y MILLIE � � � I � �, �' 37 � \\ \� � � - �� �R 18Q00'-lJ. --- GR --- -L- +95.00 � DELLINGER � � � � o �s \ \ � N � _ "� \� ,'� -�; +��� 255.00' LT. � FINCH �� \ I � � NOU LEE � � �'�'� �� � 0 �' � � 215 & 225' LT. 147.90' -L- +45.00 -v 235.00 LT. DB 2108 PG 1142 � � �� � � \ � � � '�� DB 3203 PG 749 ,�, � 2SFD �Gs -o o � \ 2 , P��' EiP s 77°i3� - \ ,�� C X X � _ I z �' _ �ABANDONED) EN C/A F C G o � r � � �� �26° Y `L�'��' . EIP rn � A C C E S S P O I N T �"� 3 6 � L- 9 6. 0 0 �, 0 0 9 1 4 � � N Y E N 4 "' rn � � � � � 75' & 93 LT. � � M � -YS- 5 . / cO�G � � � \ \ \ \ 091 � - � � R�2 G ac,A A% `j B 27 PG 9 _ � � _� ROGER D JONES & BEG�N C�A FE CE� � �" � 43.20' R � z \ O\ � ��C E ci � a2 �-� 6 P o�P 44 _� +38.00 �I °� = BEGIN C/A FENC CATHERWE D JONES f7/,84 -L, +07.00 \\ �'` M �sB�KBus -YS- PT Sto. 49 / � , • 0 232.00' LT. ISBKD � END 2'-6" C&G� ` � � `�� \ '� �,�°'= � R S � � l� w � 9 � � � END C/A FENCE 5 & 93' LT. � � � � � �� z ��� ' � � � � � ACCESS P lNT � + N -L- POC Sto. 87+35.00 = -L- +54.16 , � �, \ IV '��� 225 007 �� �� 2�� � MAR A SHERRILL �I K� x w+22 DB 1047 PG 846 f/2 � � + 135.00 LT. o DB I 26 PG 1349 � � � � � CB 1 -L- + 35.00 � `�� PB 9 PG 98 END C/ Ac�,�ss �oi -YS- POT Sta. 14+94.24 � is � �E • Y +54J1 180.00' RT. O � � 8 4 �X o � � -L - +7/.84 �� � f/3 �- EGIN C/A FENCE -Y6 - POT SfO. l� f��.�� � 6 'S' �R �� C •1 58.32' LT c o N � � / � � , � M � I TOE TECTION i - S , � g ` {�� �- � �s PROP. 75.00 LT � +Q2 - - � O c � . �i AL AND� Pv �� � 48" CHL c� I � SEE DETAIL 16 � ' I �Gy� F'��S -� � o -�� �° NC A� � BAN ON � z � FENCE I � �►-j �` i � ACCESS POINT S 48"O� L -L- + 10 00 S�S�� ,� � '� � �2 '' � � � ; � � REMOV BST ACCESS p�1 � � �,s � 55 � EG/ � .• �. Rn +n I � �, PROP �I LL �' ` - - - - � F� '4 � -`�-��,-�,��,�, F - - - - -R �> >-r��r�,�-�-,��_ � 3� �� 20.08' EIP o + 8°18 0901 � O \ EXISTING R W 3OoOO� 0 � `�� � B 2' -6" C&G + , ,..' EXISTING R/W �r ��-������������� \ u � � � � � -; \ -� - - - i Fo- - - - - - - -r Fo- -� N � � � -L - S 72° 56' S3.1" E Nc i 4� r� - 0 � - TT - - � = L - - - _ =TT T F O - - - - _ � �- _j T RI � � . - I - � � 7 � -� � � � ��i REMOVE EXISTING Riw CB REMOVE � 18" RCP-IV o O 2'-6" C&G �, -�' �° i � PROP� --�-� l5� _ � 0911 I � �, J 48" CHL cn i i �-�� - - - - - - - - - i-1 - - - � FENCE i� , � I C F s i � �� � � � � A ��; � {� � � PROP, ' °' i � � zsF� � o � FENCE ! i � J � END C/ �n A ESS R T i, ,,.� � ��+ F�NCE + ; � . GlN C/A FENCE � ; + � �� � MTL � f/5 i t � � WD CAN � . ;�' I \• _ � I � � � � _ , � � � ' � � G S 2535 NC HIGHWAY 16 SOUTH LLC �' ��� �r �❑ DB 2954 PG 1721 � � PB 9 PG 98 ' � � - � �� i � � FLAGPOLE � � � � R / H 1� I I 0910 �� e� FENCE 75.00 LT. QJ � I�"� 400'R, 70'R, 400'R o�EFT TURN ,qN f60 �g�K '� FENCE � � 2G V� . FENCE � � , � �1 .03 W / o E BUS � 094 i� i � +83088 C MT� CANOPY � � � z = __ � ,\F, W� J Z3oo8- v�/�j GI A I �, � � e -YS- +19.4 usr300'RIGHT TU 9 � �' � � � � EiP /�� _ 9io�? � � /5' �Ax�E � � 20" � � , I - - - - _ _ � �' �� 0913�i' ��s `� aNR= ---, �T -L- +08.0 RN �f � � � s�3' c� o o m Bsr � 20 I > +55.00 $Jr' -f0 O E�P F - - - -- -� / +2 I8 _ �.�;s� � �� �_ - ;� EiuT-�--�S, � _ _ _ _ PRO� 48" � rY� � � ,� � �_.� - � � -L= +34.49 S � �� --`1°=_____ ° °� ,IIO -� oNiroRiNcHL� FEo PROP, � _ - _ N REMO PE �_ � _ \ o � -- 2 6 &GC � 75.00' LT � +25e32 �� � ��\ IS;, AS °9qo� _-�' _ wE�� -L- f 6 � g„ �,L � -- 15{ -- -� � � Fo----- -- -- T----__ , �Gi o �\ RCP 75,p, �g FE�VC'E � . , 2'-9° C&G g - - - - - __ - - fl946- - _ I' ' ED. r_ � o, � sic � T vENl '� � U e ��� �V _ , -- -- - v - - - � _, � N � �, � , � �r --- TB2GI __ --- -- � � �N � � � � N = - `� 2,_9° C&G N = --- - �� � - � -rr _ _ • o - p - � / � � --' F � � � �I i � � /S�.y �� . � � � (,� - - - - - _ _� �-- o-- _ _ _ _ _ _ _ = T- - - - - � � N 0913 MO -~� _OM m � - " J - MW-8 - - -- - � - - i = �o- - _ - - - - _ � =T� - - _ � � � � � � � � NITORING � � � ORING WELL � ST ( O � �� � WELL � 18" P-IV CB � � --- � u� ��j- - a- -_ _ _ \ � � � S �° C � - Fo_ �_ � U -�- f7/.84 + 2028 '� /2� ,� -------------N �j ExisrN Riw �_� - � ; ; 2G1 �&� _ _ � � 75.0 ' RT 2 a45' ��9 I� � � 15" RCP-IV \ 2'-6" C&G 15�� RCP-IV � � �� I �• -�� N _ TB 2GI r� N 'o - �n � � S�G � -� o o __ . 0918 � -� J - - - � _-_- N � � °� - �- � � l00' ,�,R GRAI�'35 1�7e q CB p ^� � � - � � rr � �� _ - � F ` TL-3 24a73' . N T _-- G PUE i � CAT-1 0\�C�S � ��13' 8 g sic � r � o �- Q=e_ O __ � �-�'-�_ �'�'"' � P� P �� � �� 300' RIGHT TURN LANE „ N U M E N T � -- - _� EIP � m __ VE _ - 4�-Ir 195�° � W�� X� 48° ww �_ � a � � ' PROP. L f44.00 � E PUE -`� -�- +3T7J <o rn � �` �`- - -'`� Q � O 48" CHL 83.92' RT E �� � co CB �, :�100' TAPER A E S PO T 55 ' � � pV 75.00' RT �� � / CB I� i �� � � � 5 �-�� 34 � � �' �°� � � � -L'- P�Sto. 80+7/.84 20/6 AVERAGE TRAFFIC DIAGRAM 2036 DAILY TRAFFIC -Y5 - � BET HANEY 3 674 � CHURCH RD 4,859 6' � z � �, 459 29207 � -L - NC l6 607 � � 2,726 il � l0,159 � � 267 � 16,309 204 /,933 i / O � 2v404 � 3,663 �, �O � _Y6 _ � � SMYRE � ° FARM RD N,t �� 13,044 20,156 FI DETAIL 16 TOE PROTECTION ( Not to Scale) o� NATURAL `L�� ��� GROUND F�' � d ci = 1 Ft. FILL b = 5 Ft. SLOPE Type of Liner= PSRM 1 STA. 81 + 00 -L- LT TO STA. 82 + 30 -L- DETAIL 17 CUT DITCH ( Not to Scale) � Front � Ditch Natural ��'� ,��2� Slope Ground `3'7 p F\a d Min. D = 1.0 Ft. Type of Liner= PSRM Max. d= 1.0 Ft. FROM STA. 11 + 18 -Y5- LT TO STA. 13 + 18 -Y5- Ll FENCE O LEFT TURN LANL� w-� � E � � � � ` - - � _ � � � � � - 08;00 BEGIN �� FENCE L +58.0 -L +74.00 _ .p �� � - 0919 � v-�-�, 78 & 84 RT. END C A FENCE , 88• �� � � sT/ � �� F 1 ��' ,o- -�I � , � �, � 2.67 RT -L- + 95.00 -L- + 97.00 � � 6 -L- + 03.00 c� U, , - 36.00 95.00' RT. �SF 80'R, 'R, l � �8 � - o� � �j` \ � � 84.00' RT. � � , S � � '' pT -c� -� 76' & 84' RT. ��� o� 0 RT 6, FFSET f�34, .. � � �` �� � o � -L- +10.00 j' � cONc '� PROP, � � WB 50J U � / 0921 � -� -L- +42.00 v' � � 36° CONc � N N � 114.00' RT. -Y6- �'�-4$JO ° F � -' P_ � �� � , /0 48" CHL '' I �� � �� �. �, 3 �-, _, , , � � � 0 75.00 RT FENCE �I � o � � � �� � _ 6_ � �3.0� RT - - - � � /� w�� T • � � � � .� sqi� 9 5 I ��°� � MT� ISFD �j 41 52.57' R END 2' " C&� �---W f � -_ � BEGIN BC/A FENC J LO� �oNc � � '� � � s❑ CAN ,� 4' OFF� - 1��, ' � N � JULIE FRAZIER -Y6- 11+3/,08 �, ,� 2 -Y6- f6��I � �`� DB 2665 PG 1394 END C/A FENCE � �' � � 55BEGlN 2'-6" c&� -Y6- PC Sta. 1�+6%.84 � PB 9 PG 98 -Y6- f60.47 -� FRANCES DARLENE PARLIER � EX.R/W Q � � -Y6-F� r. � DB 2362 PG 1490 � -Y6- +97.00 � / 2�i2- EST. 3 TON LASS B RIP RAP 44.00' RT � EST. 10 SY EOTEXTILE FABRIC �IMMY P SHERRILL & PB 9 PG 98 ' cRuiNs� +73,53 0 � -Y6- +00. 0 f� � 2, � SHIR�EY S SHERRILL S 310 41' . 35 � L�1-,�-'-�''ti, ,�,_ � W � �� / -i'6 oO�T SfO. l2+15.98 DB 1550 PG 62 � -Y6 - +90.00 / � # 37.00' RT N 71°59'5 j �3 �� � Q� SPECIAL LATERAL V-DITCH STA B 5 422 8282'RT �,282°�8� �/� �Q �� SEE DETAIL 18 � ELEVa= 975071' -Y6- +05� `^s' � •O�''� � o � 43A � -� � ° � 0 o END CONST RUCT lON Ex. Riw ; �� N � -Y6 - POT Sto. l3 +37.59 � '�`3428 �28 9 � ,� •Os o2 � �,-,�,s`�'�-�--`� �..� � •06 �3 � � � � � N NADINE L CALLOWAY � �-� 2�� Y6- +37.59 88,Za�o6' w �� REVOCABLE LIVING TRUST / p� % �,�- � EX. R/W & 4/' L� � 222,g5;� �--+ o, DB 2633 PG 1909 .� '1"M v�� �° s�� r�-,s�'� w�`� I \ � � � �� MT OLIN � � N 72°24'55" W N 72 24 55" w PB 9 PG 98 7�,08� �74,72� �o e,`� ���Q� / W E�P �_�� AMEDB�� � PG R511H cEM�� PR 42 �'� �-60° /��`��`� / N a8 �°6 w' `"'s PB 34 PG 143 � . � � � � 9�° P �- , R�w��' �X- -Y6- POT Sta 13+4858 DETAIL 18 SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot Fill Natural p•� �,�et Slope Ground ?• j D F\o d 1.0 ft. Geotextile � Min. D= 1.5 Ft. Type of Liner= Class B Rip-Rap Max. d= 1.3 Ft. FROM STA. 11 + 65 -Y6- LT TO STA. 13 + 25 -Yb- L' � ��/ � � ❑ �72 CHL � j % � % � -� "� o � � � °` �� !� `�°"� PROPO ED SIGNAL � � �96 �/39 �\ ^ / /�,`���0 ,�6 �v V "� ��;` ' 'y � ��/� C.���/� Q C�NC �� � //7 � �' / � � FOR -L - PROFILE SEE SHEET 20 � b� � � / � FOR -Y5 - PROFILE SEE SHEET 25 / /� �� / � � ` J N � � � � � � �' FOR -Y6 - PROFILE SEE SHEET 25 0 ? / �/ � _� �,.�W / /� oN N Z � N 1 W � � � W iS� � O �g r� ip �� N � z 52 JAMES W POWELL JR DB 1528 PG 581 -L - +80.00 170.00' RT FROM STA. 102 + 55 -L- LT TO STA. 105 + 68 -L- LT FROM STA. 105 + 70 -L- RT TO STA. 105 + 95 -L- RT FROM STA. 107 + 30 -L- LT TO STA. 109 + 45 -L- LT 54A JOHN T BARRINGER DB 942 PG 137 PB 7 PG 89 FROM STA. 113 + 88 -L- LT TO STA. 114 + 17 -L- LT —L — Pl Sto l27 +70.47 p = l9° 2/' 19.8" (RT ) D = 0` 45' S0.2" L = 29533d63' T = 1,279.00' R = 7,500.00' e = RC Runof f = 72' _� q g 8.01' N 67°42'13" w 3g1.66' Prepored by URS Corporation - North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 � �� �� � ,P— — — / � � �� � PROJECT REFERENCE NO. R —3/00B RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. // HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ _ _ — —P— — — � JANET H KIRST DB 1919 PG 361 � PB 19 PG 185 ELMER H LUTZ & X � — —� q�", �1�-�P — ' 7< — N 62°20'01" W 145. � - —3� PG 14— � w — 45� PRIVATE R/W N 6�oq2'13�� W 32 2q5,0�� _ _ - — 3 — CHARLES H REINHARDT DB 2471 PG 1205 PB 39 PG 145 PB 19 PG 185 N 67°42'14" W 245.00' N Z � w � -L - Pl Sta l27 +70.47 p = l9° 2/' 19.8" (RT ) D = 0° 45' S0.2" L = 2,533.63' T = 1,279.00' R = 79500.00' e = RC Runof f = 72' -Y8 - Pl Sta l2 +47.94 0= 8° 30' 06.4" (LT 1 D = 2° 36' 15.7" L = 326.44' T = 163.52' R = 2,200.00' e = RC Runof f = 40' EIP � ;�� �� � Pe _ � ^M4� ;'�� �nM i co O 1 � � � Q � FRIENDSHIP UNITED I \ EIP METHODIST CHURCH I \ 56A � � � � � \ � � I � � i � \� \ � ELMER H LUTZ & � � � � � I � � 1� \ \ 68 \ ABIGAIL B LUTZ �, ,� � �Z \ DB 2027 PG 416 RuiNs I , /P o I ` o\ �O l 2 2�9 ° 9 EIP w Q O N Prepored by URS Corporation - North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 PROJECT REFERENCE NO. R -3/00B RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /2 HYDRAULICS ENGINEER DOCUMENT NOT CONSID RED FINAL UNLESS ALL SIGNATURE COMPLETED � °j O � � � ^N M z� 72 L� �i ; � �I � �, � �, FRIENDSHIP UNITED \ \ � o o WILHURDMAN SON -� � ;' � � _ � � I . � � METHODIST CHURCH � � 69 r.. -L- POC Sta. ll9f17.46 = J�� ' � � I�� � �\ DB i699 PG 285 , \ \ t � z WB 89-E-53 � � �s� \ DB 2131 PG 1888 T 00 � END C/A FENCE LARRY N MORETZ & �;' -YB- POT Sto. IOfOO.00 � / \ 0 �\ I I I � �)\ PB 21 PG 245 I \ N � f30 gEGIN C/A FENCE -L- +95.00 -L- +28.00 J �= 86� 9'25�� ��� � l� /� \\ � �� J \ CEMETARY � DONNA T MORETZ , 155.00' LT. � � � � � - ►� � co� � � PB 7 PG 89 c J a-90 -L- +75.00 /52.00 RT � � �:,���i�k�`�' "� � i ^ „� ,{� ��� 8 �N� ��� �1 �_��� CEM�TARY END C/A FENC \ C� �. -L- +0/..00 DB 1875 PG 214 110.00 LT. EST. 5 TONS CL-B RIP RAP I� � ---------- � �S _ _ - - - - - - - - �� 3a' S8 � � PROP, � I I � +3/ ' � 95.00 LT EST.14 SY GEOTEXTILE FABRIC � , 50 / 48" CHL o�- z �� O BEGIN C/A FENCE q����� �,� __ f -L -+50.00 PU E �" �� ,' N a 22 FE/�E � y�� " -��}I �\� BEGIN C/A FENCE CCE S POINT �9� �,- PUE -' Soi� ,- _- �=,��,. , � � `�o I� IQ�- r�, '� � +75 � � � _ _ - 9 .00 T • � W - � � � ' / � � � D C/A FENCE �\ PROP, m �� �EST. 5 TONS CLASS B RIP RAP BE�. F L C/A � pUE � � � - � � � f�5 � �n �-� EST. 14 SY GEOTEXTILE FABRIC � �`��-`v-'' �� �� \� � END C/A FENCE �' � � � BEGIN C/A FENCE� �� AC�'�S �P�l NT 48" CHL \ � o I' ' � � / / _ +05 � 1 � � +25 � S � � ENCE l25 +00 \ `� l00' TAPER + `� 48"�CHL TDE � � F _ �`� �"' � `� _ �' IN I� ACC� ROINT C �v - � �� � . � � o o QJ A � � 48�PL AC �S � � � R {� BST o __- -- --- F �- -___ - - - - - -r-F- - - - _ _ R F CE �. = l.3OfQ� ,� FENCE � \ - - - � - - - - - - - REMOVE � - � I � I o "`� �i�n w +( 1,g5 C _ _ _ _ - � - � � EXISTING R/W - - - �7� D� - �. - -� _ _ � � 120i- � ��� \� Q 43�95' � - --- _ _ - - � - - - - - - -T-= - -- _ - - - - - - - - - - I - /5 � - - - � 12 -i�� - �� �I z - � � - _�- _ T -r Fo- - � �1 1223 � _�_ GP � �s � F --- -- --- -� ��/2'� 0 40' � �� _ -_ - _ _ - N - - - - - F - - - - - � �� _ _ _ � Riw - �-TN _ - - (,� � � - - � -T Fo- �=-6" G$c� - - - � 2'-6" C&G � CB � T_ _ _ - _ _ _ cV +31,7F> O `-' J _54, � N _ _ - - -�, l6 24'BST er � r� \r - -------- -_ 35 / T o_LQ � - - - - -�r Fd- - - -O REMOV 15"�C� - - TB 2G1-- _ • _�-�° �c��_ _ _ B� TB 2G1� i� +86o N ��-F - _ - _ 13 � �_� O �- _ __ - - - - � _ - - - - - --� =��'B_2 GJ- - _ _ _ _ � _ � - _ - 76 ZGT - - r _� - - - i - = T Fo = - - _ � - - _ - - - - - = 9�Z - - � _- _ /70' �� �n �_ � � � TB 2G1 �0= _ ' � � � 2' -g" C&G , B 2G - - - - �5" RCP � � i � � � O i R�EM E � - - - - - - - - - - - - - � � � REMOVE 2, _9„ C&G a c� / \� - - - - � _ - - ; _ _ � l _ �lvC �6 � �,.,� `r U - - - «� O i - V � ��� +84029 � i � i � +49v08 --- �t-+-------------- �--�� _ 22,75' EIP p � - - - - _ , _ _ N � �' _ _ _ � _ _ - � i °G �. , 26055' � � � i EXISTING R W - - _ �� " � � M B ZGI - -___=T�i \ � 2-9° CScG � I � ` � 1 Jr R�_I�_ ) � CB� EPP � EXISTING R/W=PR P.�INE ` P N�� U o - \ - i$ ' P- i i E I „ J � , . N � , � G isTi R/ =PRO � � i �L- +54.2 5 5' RCP-IV • CB Qi „ cv cTALU � � � -_ _ -- n +88032 � - ��I� RC LUG � � ;� � , _ - � � c . ' � ° BERM V-DITCH � � � o � o o � _ 18 RCP IV ag i =50� � CB 15" RCP-IV � 36033 +5 e07 B � � EL� 25029' �� _, Q R � PROP. �/4'i a89' 1210 v il3/ ��O-�T ,�v� 2� � SEE DETAIL 24 '� � i W 15 RCP-IV2'-6" � N . �5' \ 1212 � i V 12 6� � 1219 �`"j � ' 0 1257 h� � BST 8 �,� �4, � i � O i ER V-DITC � 1231 ,� �n� � _ l5 ^ CB C&G � � � � Sp��CE �,_r�' �, CB 1204 v 48" CHL +I9,26 BERM . ASE DITC O ��i �EE D�fAIL 26 � o � 1256 C �-- --� �- Q � I � z , SEE D�� 25 - C _ Y5 BD� ° � . � � - - - i15"i � � � , CB _ % 05 � FENCE 32e�0 z i i � � �� ��j SPECIAL BAC � 13� � CB \'V 1207 �, -YS- PC � � +84.4 �, l � � � i i i � �1�'� g i BDO� �i CURB CUT DIT OF � � ( ,� � �, �`$EGIN 2' -6" C&G ��r �� � Y2 �'4 � � 1216 � � � �� J I R OVE ,� 4' OFFS �T� � � W i SEE TAIL 7 C Y8 /0 9 �' P DUE � I �PUE � o PUE �-�- f60.00 ' ER� V-DITCH� �� � BDO � � �.01 � 1 � ROP.48„ � a � � E, 8 0� T � , PROPo A \ I � � �p�� ��5� PVE i CHL FENCE � � ' °' -L- +20.00 �' � SE� DETA�I�� 4 ,1 -L- +65.00 U 48" CHL J S � �,; + � `"�E � i � -Ir +60.00 � _L- +54.21 � � � v� i i � � WO � � I � FENCE SPECIAL LATERAL �227 g5 & 100 RT � � � � 8. 0 -L �"'- BERM BAS ITCH C- + .00 . -L- +30.00 �n �6=0'0"1tr- o � , � � - - +00.00 -L- +32.00 �, � � 75.00'RT i � 75.00 RT V-DITCH � � � � I 1� 9. 0' RT, \ L- +00. � SEE DETAIL 2 95' & 10 .20' RT MT� �n 95.61 RT. ,� , , I i - � � SEE DETAIL 28 � � Z c� _ CANOPY 5' & 111' RT.� ACC P�INT N L_ �8�� �� � 95i' & 100' RT. �5 & 94 RT. � w� I i 24" CO C i ��� � BEG. FULL C/A � � � 1 I � b -Y -+20.14 PRO , 5' RT ND C/ FENCE _, � 48° coNc o 75' & 85'�RT. -L- f00.00 �, CCESS POINT i i -L- +60.00 _ i � N I � , � � L- + 2.18 � 4 8'_c o N c - - � °� � - -�i , � 75.00 RT "� �, 48" C � 85 ACCES lNT � HTR � 5�'7c�T. � � , iC_ 75 & 94 RT. �r� � i i � BERM V-DITCH J o� � 44.36' L DK BEGIN C/ FE CE 4r� 75.0 T. � � ��, ,�C�' SS POINT N i i -� SEE DETAIL 24 -L- +95.00 � c� � � I � FENC o HTR � N� -L- fY5.0 � -� � � 75 & 85 RT. =+ o � m -YB- +37. � �� HTR �66 � BE�IN C/A FENC � � ACCES �'CL�SS POINT � � �o I I� I 1 � J 1 75 & 95 T HTR � � o isF� � � � U � ov • rn �25b ti I 48.00' LT; � - � �K � f65 0.� , POINT� � ` X z ��-� ` _ J ' � ACC SS P BEGIN C/A FENCE � �' `�� W m B Gf `�'/A F NC N� D A a CE �� � c� � � � � � � 0/NT E- � r.�u � f � � {� w EN I`E/ �ENCC, , � _ �- � - - - _ � ; �n f65 Q �� � o `�`�Y8 +5 00. . R � N � f 6 � N 64 `�, � 6� v, H i R +g o� CA� oN � � i LEON RIVER�'� ;� i� ���� I � MNo Y R � M �, 5 y� ���w ` N 67 �,, �. DB I$I� P6'1262 �� � 71 Q �+ z I �A P Nj �' � R�' E ARD L ST NE ��p I`� HOWA� T DRUM � � ��_ -- � � � l � � JAMES LEE 6�, � PB 19 PG 185 ,_ _��- I �p �2'- � �, DB 1962 4 DB 2134 PG 117 TIMOT Y OE HELMS � W� � �' I �J,�FSE� R BE T & � BURTON �� MCCLEAVE � � DB 31 �2 PG 7967 '� � �_ � CARROL M OWENBY & � � �B 1426 PG 233 PB 102 DB 3165 PG 072 W o � � � � GR , . 8- l0+ 3,90 N OX � 191 P q91 PB 19�G 102 ��- � '- MELLONEE B OWENBY o'- P � �z5 V � PB 19 PG 102 s PB 19 PG 102 S � i rJ(� � 06� � �,I , � �B 790 P� 1208 � 1�2 � �`v N 53°22'35" W � �" 5o33i 1 '(Q,"E '' P P�, I�2 �� N 53°22'35" N 53°22'35" W , S� __\ 176,60' i DB 2287 PG 1�43 � _ I 3 1 j g� �� � I 125,04 72" WD 130,00' i � �� /, i � LEE ROY $c � � � 1 � ���'`� N 53°22'35" W N 53°22'35" W . M �i /� � � JUDY A RINEHARDT � \ � "� `^�`�'�` 124°97 - �� s N 53°46'20" W N 53°22'35" W � ,;,� S - - - - - - - - - - - - - � � ___ o I �'' --__ DB 1374 PG 516 �; 1 `� '' � N 53°25'24" W ElP � 125a01' _ _ _ - - - - - ` ` � � � / / ------- 1 � �\ � PB 19 PG 152 � � � 3g. 7' Ei `�, 85aoi� �RONNIE D'�HART & \v-�,� _ _ - _,1 - soi� ` �,� ��,� �� � � � � PB 22 PG 101 1 ; t�h \ qa� cHi_ i2g.2i� � � �-�-f �� BETTY S HART � '� ���6" W� � '' �` �' ' �� � � � � . i , � � f37.00 X i i S � �DB 2212 PG 1048 c� w �'� � � ��� ��.� �� � � � �� \� '� +q6,56 42' RT �,� 1 25e86' � (�� PB 19 PG 185 0 ) �_\ � i, i i JANET H KIRS� \ 1 02 � i' �� �-' � � � N� J D CALDWELL JR �� � � 60 �B 1919 PG 3 I \�� X GARY D PRES ELL &o\ ,�I ;� o� -I- �, ,,� & ROBIN DUNCAN � � � PB 198PG+94. � p1 \ rn SANDRA R PR S�F bL y � w� ��� z \ "' � DB 2420 PG 551 EX. R/W g�'�� � DB 1590 �G II'� ��` , Q� ` �' PB 19 PG 185 � EMOV � 0 ,��1, PB 19 P� I `\ �` �\ � ,.� �i �, �, . s�� ��� � � s � \�y � �� �, "' � �� � � ,� O I �_ , - � "� � \ �;�" -YB- +52:Q0 '� 4r' � ', z � � _ � , '�3�9R� � \ � ��� 4/.50'LT ` � �� �� ��/ �" cp�,_ o�o' - � � 125 _ � � -YB- +68.50 �� �� � , � � , , � , � ' � � � / � EX. R/W � � � � � , � , � � � � � \ \ 1 � � / / � / / / \; yo� io / � END CONSTRUCT� N`,� � � ; (__--,,� � � 0 3 `'' -Y8 - POC Sta. l3 +8�A0 � � ,' - ' " �y � � �' ' �' � � � 5g°55' 46" E \ 0 5 ' � �W -Y8 - `�C�. / `��� �R� ' S 2 � p � �3a52" � S'� f� qa„ � ,� � �k � � � P" 7 2„ � C�.�� X��N R�W / _ �r�`� - - - � DETAIL 25 BERM BASE DITCH ( Not to Scale) � Natural 1 Ground �•� p `L''p�t<et RDWY ot F�--�i � Min. D= 1 Ft. B = 2 Ft. 60 �a �X�S � _ _ - _ � - - - I b = 5 Ft. �_ _- - - T� �� A - w FROM STA. 125 + 81 -L- RT TO STA. 127 + 50 -L- RT � ��{� GR �' �� o FROM STA. 12 7+ 61 -L- RT TO STA. 128 + 55 -L- RT � FROM STA. 119 + 55 -L- RT TO STA. 122 + 00 -L- RT � �' � ."' � FROM STA. 128 + 65 -L- RT TO STA. 129 + 25 -L- RT FROM STA. -L- 122 + 65 RT TO STA. -L- 124 + 30 RT M Q �� 52 ��� � � � � � gs1 -YB- POT St�h. l . 84.7� � � � g��� �° � � � SEMONT � BARRY A ROBINSON & �- nGTeii �Q �` '� Ro �� '�z" R�P E�P � KAREN E ROBINSON z ���� --' � �� \'''',�/ i \� - - � DB 2094 PG 1320 �P � , -g �R � �- � � � � T -� � PG 19 PG 185 �; � ,,-i ,,-' � I � -Riw � o � ! / � EX�S��N� � I oe � � I � \ � � 0 1 . �� � � � � � �� � � \ � � � � ��'' I oa , \\ \ ; `� LORI RISBEE � � s ° \ � \ � � � DB • 709 �' a \\ a i � 19 PGS I$5 �s� � 0° E FROM STA. 129+25 -L- RT TO STA. 130+60 -L- RT FROM STA. 130+60 -L- RT TO STA. 131 +88 -L- RT � � \ \ o- ?� �, , �6, � � 6� � a�'� � Min. D=1.5 Ft. b=5 Ft. DETAIL 26 BERM 'V' DITCH ( Not to Scale) � � 1 � D �'� RDWY a l FROM STA. -L- 124 + 35 RT TO STA. -L- 125 + 70 RT FOR -L - PROFILE SEE SHEET 22 FOR -Y8 - PROFILE SEE SHEET 26 N Z O > w � -L - Pl Sto l27 +70.47 p= l9° 2l' 19.8" l RT ) D = 0° 45' S0.2" L = 2,533.63' T = 1,279.00' R = 7,500.00' e = RC Runof f = 72' _Y9_ Pl Sta ll +74.52 0= 5° 38' 0/.4" IRTJ D = 4° 58' S6.1" L = 113.08' T = 56.58' R = l,150.00' �' "�' � '' Prepored by PROJECT REFERENCE NO. SHEET NO. STOVELAND �T � /Il, O-�/oOQ /� �l ��� � I� /1 U , w EXISTI PROP.L��\� a\ � 1 � \ R/W SHEET NO. URS Corporation - North Carolina � � � _�1� 1600 Perimeter Park Drive ROADWAY DESIGN HYDRAULICS � � \� �' � Morrisville North Carolina 27560 ENGINEER ENGINEER o � � G � ' 'n � � TELEPHONE (9191 461-1100 FAX (9191 461-1415 � ,1AMES E MED�►N & ` Z � ���NSE " C-2243 o ANNETTE M MED��N � •�, I ,' MELVIN G LITTLE N� DB 26q4 P� 17�3 X ,� 2009-E-I101 �� 20 P� 62 ,� w ,� DB 1411 PG 507 �� PB �a so,� �II_ I o �,� PB 20 PG 62 � -Y9- POT Sta. 10+00.00 � � ' \'�� � "II �,- ❑ � � I- 1t �R ,-'' 49°50 Oa E 50043 - I S 1�- 2op 2�, S 43°09'45" E 26J8' � ll� �+66044 207e56' "' � � 23°94, � 50.00' � JACK J WAUGH �''",, o IDB 2413 PG 36 Q /� DOCUMENT NOT CONSIDERED FINAL � I, PB 20 PG 62 �� '9O UNLESS ALL SIGNATURES COMPLETED � oo -Y9 - PC Sta. ll f17.94 �' � TINA JEAN COOK � � � m (p ��' D B 2 2 8 1 P G 1 7 1 3 � I - �, � PB 20 PG 62 �' � r- - - � � _ � � +65, 3 _ _ _ _ , , `O - 8g S 46°58'28„ E �^ �I 24,8 ,g�( J� S 36°12'22" E _�' SOIL I w� --' -- ' 14 s 103,35' S 36°i2'22" E _ - _ _ _ _ _ ` J ol - g;GR_ _ - - P � 100. � 100,00' S 36°I2'22" E � _-_-`-_ - P ~v, , �� S 46o5g-2g' E S 39°I3'10" E S39°24'38'E S 39°24'38" E 91,40' O 73 100.00' 73,00' 29.00' 102.00' S 39°24'38" °- I ���°�� O� �� � 74 +62e12 w BERTILLA 75 76 I � 25e66� � I a• � -y9- PT StO. 12+3/.�l 84 CARMEN MARTINEZ JOSE S VALLADARES JAIRO RA AE B� B B Y I K E R D & � a• DB 2676 PG 566 � MERCAD -G JOSE S VALLADARES & MA IA M OLM S& RITA IKERD �� II � � SPRING LAKE COMMUNITY LL PB 20 PG 62 DB 3224 PG 1079 AMANDA E VALLADARES �� RES cr, � BEGIN CONSTRUCTION DB 3��4 Pc 72s o P B 2 0 P G 6 2 D B 2 0 0 6 P 1 5 D B 2 0 0 2 P G 1 5 6 4 D I� P G � D 1409 PG 239 7$ P B 2 4 P G 1 8 3 PB 20 P 6 � '��� B 20 PG 62 �,, L, '►� z� -Y9- POT Sto.12+6/.�� � - 171.00 LT. � � -L- +94.04 _ � i = � PB 20 PG 62 P�20�G 62 _ Z � ' = w � ; � I o I Q� ND 2'-6° C&G -' � X WILLARD WILSON HUFFMAN � 93.00' LT. k � N� ' z i� � � w� o�__ � I -yg- f7/.50 � � _ FFSET DB 420 PG 95 � _ OV BASE T,41L DITC 1� IIwX� _L- +90.00 0� z �� `r' c � � Y l3+19,5/ \ EX. R/w N� � � RIP RAP AT EMBANKMENT �� �' U i� io �- � _ I ISFD , � o N � 72 SEE DETAIL 33 � ,� N I U I � G °V �� � � � BEGIN 2'-6" C&G � EST. DD 'CY �, � 95' & 105' LT. o� � M i� ti o z -Y9- +87.00 � �'•�� �' � 4' OFFSET N $� EST. 5 TONS CLASS B RIP RAP ETAIL 32 � II �� �DK � "' N M, � i �� � z EX. R/W �� Y9- 13 f28.42 BOBBY IKERD & � � PROP. EST. 14 SY GEOTEXTILE FABRIC � �- � 7 � � RITA IKERD WILLARD WILSON � � � jV I� ° o z �`'� � � i � � , -L- +44.94 48" CHL s N z o END C/A FEN , � oK�,�� S POI T HTR � `\ I� ���j -L- +95.85 �� � 85.00' �T. DB 1409 PG 239 EST. 2 TONS CLASS B RIP RAP N FENCE ��`�' HUFFMAN -�- +6�.2� � o a i z � I � N i i s �- � I N EST. 7 SY FILTER FABRIC � - 92.00' LT. N H�R ' � �o � � , I, o is u� � � EX. R/W �� I � BEGIN C/A FENCE PB 20 PG 62 END C/A FENCE � WB 89 E-53 �y z + �� �v ACC SS POIN� BEGIN C/ F CE -L- +82.50 -L- +45.77 -L- +80.00 �?c� � + ACCESS POIN � qC� S POINT ACC � POINT 5 �� PROPe +85 � � � PRO�, 85.06' LT EX. R/W BEGIN C/A FENCE � 5.00' LT -L- +63.00 \ + p Ni! , � _ � � 48" CHL 79 ACCESS POINT � (./) f- -L- +67.50 6� 75.00' LT. � �� 9'& 1 , LT. I ,' � 36° coNc - f25.10 48„ CHI -L- +95.01 - -L- +62.00 FENCE f45 P Lv 75.00' LT NA CESS POINT � � � -�� I � i I 7.00' LT � 5.00' LT. 85.00' LT o 0 � � PU UE P�JE X PU J�J E F � U� PUE PUE PUE 2o,3g' EIP To PUE PUE PUE o° �J W END FULL C/A FENCE o � � � , � v , � o � E x I S T I N G R/ W � n - L- + 9 5. 0 0 + ��. �; / �• � _ � 5000 4' D i��(J R . G I � � A(� 90.00 �T. PUE � � �I � c� N � - i z _ l - +87084 +33.3 ;O �-76e48 � (f� � PUE 135+00 W o � � +87,60 � IO o +87_74 F+87a73 � c, \W; -1� - O '` � - _ 49099' ►�- /cV 1 .0 �� 16 � 30023' _ - - � � E _ -L- +96.00 L' � , � 56,81' v � 53063' 51e1 i� � _ � � = zo � � �N U ��� I _ E12 - - - . ^ . XISTING R/W=PROP.LINE 48° CHL � PLUG m�, � F- � ��j �j �2� EIP EXISTING R/W=PROP.UN _ �� O� L q8" CHL U/ Z �j . � 2� � - - � 1329 E • � • -'_`� I - - � i ' � � o Cgc�! - - �„ R _ _���r��-�^� EIP 1313 � 80 e o 1332 � W F _-- � �/�/ ___ F_� � m-T -- _ _ --- --��� T- - -- __ --_ _ - - ---- - - - -- -- _ - �ti- �0-��=3 � i _ �.�- T - - � � GRAU 350 TL-3 o T-1'� � � �1 FENCE � FILL o° O W _ - T - - - � � 15 � ISTING R/V�iR' V � _ ' - \ `� � - - - - - GRAU 350 TL- P UG & 1318 i � REMOVE N o O N � 2' 6" C&G �n N , �S" CP 2'-6" C&G 15" � REMOVE �5 C�P i i_ i5" � � � 1319 � � 0 _ - - - PLU �--� -rFo- -� --r� --�- -TFo-- - ---� -- -_ _ ----------- --- ���'�'&�------ - -- -- ------� ---- -,` -�--- ---------- ----- \ ���� �CAT-1 �I T Fo - Fo- - � 15" RCP -T -ro- - r Fo T � � - - - - - - - - - +g4,74 ��� ---------- -- � �61--- , --- � �' � o _ �� 4_�_32'_ _ _ _ - - - - - - -II - - - - - J I REMOVE V NC i6 24� esT REMOVE - - ;� a � � - I�- V N �- - TB 2 I O �- I10' 1 R u, -- '' � i � N � �� p_ ` � V , � � TB �ZZ�i --- - „--- - - - T FO - - - � - - � - - - - - � FO- - - � T - - - - - - - � T - - -^ - - -T FO - - - ����C�xG�- -T FO- - - - - - - - - / - - - - - - �� �C ��� T FO N T T FO o -- --- ---rFo- T H � > > � Q -i- _u - - - - �o- - - - -C& i � - - N - - - -, � - - - 2G1 _ �- �, �L1TG � � � 1312 C B " �� 170' � � 55' ' - Q �► _ _ __--� ----------- � 15' �c' __ � _ N � I � �- m I N-l_ O, � �+ � r � rl (./� o �A �Q' 1305 CB // F p FS GI ►� \ 1�i W 1311 � �- SPECIAL LATERAL V-DITCH � � 1304 j j��-�� 1306 PR OP. S E E D E T A I L 2 9 48" CHL I �g �i � ACCESS POINT FENCE , � �, -L- +67.50 BEGlN52/A FENCE W � z '� / END FULL C/A END �� FENCE -� PROP. CARROL M OWENBY & = 48"CHL MELLONEE B OWENBY Lj FENCE DB 2287 PG 1043 � -L- f90.00 Q 130.00' RT 7 � / � DETAIL 29 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � b•1 �et Fill Ground 2.� ��p'�'� Slope D Min. D= 1.1 Ft. DETAIL 31 BERM 'V' DITCH ( Not to Scale) � �� Natural Grou�d 2• 1 PSRM , � � RDWY a .� Min. D= 1 Ft. b = 5 Ft. PSRM TO EXTEND TO 138+30 -L- RT CB l00' T APER EXISTIN�o�+ Yl�� 15" RCP-IV 15" RCP-IV VAS IiA NE WA��H �� � VARIAB�E \ IV 15 RCP-IV Exis9�G R.Q�P-IV STO��- 2'-6" C&G � CB � CB CB CB + 76e93 �` � �n � +76098 � � � v J 1320 3o�3i� �° -L- +83.32 ��m 20� � J 1315 30020� � �4 F � �i ,�� 1331 � - � � �3 � 13 21 0 0 75.00' RT w � � _ - - - --- °i� _� n I � C ��� 15" � -- --- � � - ��-� 1330 F �I Qo PDE - Q Q� �~ -L- + 60 00 1350 � � -L - +76.50 75.00' RT DETAIL 32 BASE TAIL DITCH ( Not to Scale) Natural PSRM • Natural Groun �R I � Groun D F���R I _B_I��� Min. D= 1.1 Ft. ^" B = 4 Ft. *NOTES: 1) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY ENGINEER. PDE PDE PD L �\ Q� (�"' ��- & q5' RT. PROP. � ' I � PUE � 48" CHL SPECIAL LATERAL V-DITCH � -�- +oo.00 -L- POT Sto. 142+26.28 = -L- +32.00 � � FENCE SEE DETAIL 29 � 87.00� RT -Y9 - POT Sta. l4 fll.7/ , -L � f50.00 \ 75' & 95' R� ACC SS\POINT � -L - f25.10 0= 85°4,�r'22.82�� 87• � RT B K � � 4 8" c o C SS P ��� \ EGIN C/A FENCE J 75.00' RT � \ \ f70 82 � DC/AF�E � �� BERM V-DITCH SEE DETAIL 31 ��� __ \\ SHAWN PAUL & Q � i 3o coNc � HEATHER 0 PAUL � � � � DB 2328 PG 1116 -L- PT Sta. 140+25.10 � � �y G M \ �. �' o m � y��v � � ` � \ � �j in N � � � v O � � � O � � � Vl � �'`� ��\O-�\ �N \C�\\ � BOBBY C IKERD & `� �� � � � RITA B IKERD �� ��� 5 DB 994 PG 375 � � � � . � . � � \ �' � � � � . H� �� `� EIF � � . � . � . � DETAIL 33 RIPRAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. I - Grade � 1.5 ft. GEOTEXTILE � Type of Liner= 18 TONS,CL II Rip-Rap Geotextile= 30 sy FROM STA. 135 + 83 -L- RT TO STA. 138 + 50 -L- RT FROM STA. 138 + 50 -L- RT TO STA. 142 + 53 -L- RT FROM STA. 135 + 70 -L- RT TO STA. 135 + 80 -L- RT FROM STA. 135 + 70 -L- LT TO STA. 135 + 80 -L- LT FROM STA. 144 + 68 -L- RT TO STA. 146 + 05 -L- RT DETAIL 30 = X FALSE SUMP � � ( Not to Scale) � � O r � Outside Ditch �JZ.p-� TrafFic Flow ,��•� 20:1 " I GI � $ � etc. S= Ditch Slope � Proposed Ditch FROM -L- STA. 135 + 60 RT TO -L- STA. 135 + 78 RT � EIP N 39°i2'26" W 300.09' EIP FOR -L - PROFILE SEE SHEET 22 FOR -Y9 - PROFILE SEE SHEET 26 � w � Q z O � � � � J � v Q � W Q w � � z Q o z � � � Z � W � Q � N � O Z � � � � w O � � a + Q � � � k Q W � �� � �rn � v� �� o � � o� � W � �� v � ���� N Z v Z Q��O � Q � � � � Z Q J��� j O � Q ~ Z Z W�O� � Q Ur � U i ���� ���v O Q W��� Q W�C�.�? ?�_� v i i i O � O 0 N N \ \ � O O O O �u �u �u � �ti E � Prepored by PROJECT REFERENCE NO. S � I N -� - -L- +53.00 �°O�c 906.0078.00 R -3/��B �7 ��� � Pl Sta l65 +32.27 �; 84 9��.00' LT 8, �l _ 5T A° I I ~ �RING LAKE COMMUNITY LLC �= 2/� O6� 08.2�� (LT1 N E -Y � � ,� jv DB 3 � � 4 Pc 72a D_ 0° 52' 53.3" M%�T C N�� -9� �, � �� �� PB z4 Pc �s3 L= 2,393.98' R 0.VE ,�� �� � � � � �' o_ � 0 84 T- l,2/0.7/' �� � �I _ R = 6,500.00' �, �� � �� z s��I �, +z .o e= RC ,� � � � �, , , ., , 1 N ..00 cr � Runoff = 72' N ' ^� EST. b TONS CLASS I RNV SHEET NO. �� SPRING LAKE COMMUNITY LLC Qv QO RIP RAP, EST. 10 SY URS Corporation - North Carolina ROADWAY DESIGN �� DB 3 1 1 4 P GEOTEXTILE FABRIC 1600 Perimeter Park Drive � �` �A- . I��� _L_ +6�.�� Morrisville, North Carolina 27560 ENGINEER 872.D0� �I TELEPHONE �`� �� L I�CENSE � C 2243 ��� 461 - 141 5 � -L - +29.00 862.00' LT � �0 � � � � � d �'?, �' 0 -L 1.00 0 �00 � �- d " � o �� `. \�' I �� � STA. -Y10- 10+34 LT• LENGTH = 180' � Es . roNs c�,ss � � 8io.00� cr ' �, o ,\ ��\� �w � I I � , �- +83.00 °; � `��o� �\ �1� � RI RAP, EST. 10 SY � z � �� �. � GE TEXTILE FABRIC I � �, -Y10- POT Sto.IO+OO.00 � � � ��,� \ � ��� I � � l0- +05.29 - W � � � -Y10- +00.00 � 4 a . a 43.00' LT � � �w `� r �' � ���1 1 W �R� / -rio- foo.00 SHEET NO. /4 HYDRAULICS ENGINEER �\ � I� i w� R Pvc �i �- � j 73.00' LT DOCUMENT NOT CONSIDERED FINAL I 11 �''� � 1 l/ TAIL DITCH UNLESS ALL SIGNATURES COMPLETED � � C'!�, � v I 1I O �E 18, g5 �_- \ O� SEE DETAIL 36B ��l � \ � ! � 1422� -�o TA�TER R� � � / , Q 1� G i �w � -Y10- +50.00 �O w � � � �/� , - ' � � ' 28.00' LT --�,� o , / � � - - \ \ � - '�� TING R/W �v �� \ 24 � 'IZ€Ci10VE � � �� x o SPRING LAKE COMMUNITY LLC � � � - (Q� °� o /� - � � � _LR � DB 3114 PG 728 \ Ib ��'��� ^ wo zo � _--'- � ' �l� � �O�, • Yl0 �50.29 PB 24 PG 183 � , �, � � z I � � yTR \\��/^ / � . . \ . � � I II �` 45.00' LT ��' �' _ I v �� :�� �, . � � '�s / � �' �� � � 84 tir ' ' I � ' � ,� � , , �' "' �1 �O i � �� � � � � � � I ,. , �� �� \ � � � � i � . '�j � I C'`.�, I � I� � -��ON ���� i� /i � � S IAL CUT BASE DITCH _ � \ C�' 1 `v � � YlO- fOO.00 ��,P ���-�' � \ '9h?G �� � I 1 S�DETAIL 36A N o �1 _�- -�� � �� `"s� ' � 45.50� LT EIP S 39°28'28" E S 39°IO'20" E S 39°IO'20" E QQR M�v����y �� \\� '� -- � . �� Q o �- - �� \ �� OVE� 89.27' 84.50' P �� � / � \� �'R , EIP 21,56' � 1 �y °' o �-j _ . GR ��� � 1 1` n �� _ - P - - ��'�I � � 0 �' -Y10� +80.00_ _ I - �-1,1 � - - - � o- I I �-7 � o� z EX. R- �.�� � � BEGIN CONST RUCT lON �' \ _ ST A� �� .� �!p1 2 0�'4 -Y10- POT Sto.14+80.00 -Y I O ELMER UDEAN BURKE & �' � ��, -rio- +ao.00 � T � H ��N E NANCY B BURKE � �' �� � �3 ��' � W 35' LT & EX. R/W 6? �`966 M A DB 2020 PG 659 � DB 2029 PG 1834 -Yl0 -�-06.50 u- 0 �'0 33' � PB 22 PG 50 .30.00' RT I 2 1� SPECIAL CUT BASE DITCH `� S���A�g' � PB40 PG 13$ � tQ7•41 I 1�Q' �� $EE DETAIL 36A 86 \\�° � Q o BM#7 -BL� I � 45.p0�,-� � � s STA 158+5119 T �� �,�' � � 95 �� � 85 HAROLD T BALLEW SR M ELEVo= 1002a98' � z'�� � ��, � I I � pg B7 7TPGH26� LLEW � � RUSSELL W CRAIG � � � � 1 �' � DB 2210 PG 609 I I DB 1772 PG 243 � I � X � 1; w DB 1951 PG 801 � � m W SPECIAL LATERAL BASE CH W �� SEE DETAIL 36 � 84 w � END C/A FENCE o�-, I B E G I N / A F E N C E l � � � �, SPRING LAKE COMMUNITY LLC 11 I \ �� ` �+03 M o + 3 � � �`' � � � B 3 � � 4 P c 7 2 s 1 � � �� -L - PC St . 2/.56 x � � PB 24 PG 183 � Io SPRING LAKE COMMUNITY LLC �� ���' (� "' � N � ���h `� "' - L�,+ 0. 0 0 I ACCESS / T � = o N P R O P, � Y D B 3 1 1 4 P G 7 2 8 � / , , � \ � s Q � � � � PB 24 PG 183 z �` 5 100 LT - c� 48"CHL 84 � I� I -L- +83.45 i , 6e s PROP. END �/A o � � Z � 9 6 � � � F E N C E END 2'-6° C&G z I 107.00' LT. EST. 5 TONS C�S � __ � � 48" CHL • � � X BEGIN C/A FE E �3 � I I I 19.00 4' OFFSET �� -y/0- +88.25 B RIP RAP EST. 1 S � FENCE �•� �o + 9 6 � JOHN TOLAR = � V ' 9 4' L T. - Y 1 0- 1 6+ 7 8, 0 8 � � I� GEOTEXTILE FAB I ,� � & 1 T. R O C � WALL - L- + 4 2. 0 0 ►y 40.00' LT ,� � � p c I MT� FU RM A _ � � -L- + 7.00 85.00' LT. � 1 1 � B E G I N C/ A F E N C E a � �,� � (' � 36" W D R A I L� � A N O P Y _ � �, p g 2 �- P� i� 2 1 � � � g,14 -L- +89.96 �- � isFD � PROP, � `% �B �P 184 '& 4' LT. � 1 E X. R/ W --+ 2 00 � � (� �„ -Y10- -1-85.46 � m . Y -L- +2/.56 ACCE POINT �" \ 48" CHL �o � �li � � 36.00' RT ° o -L- + 23.00 � o � 75' & 85' L ��,� � = m 75.00' LT � \ � FENCE � �'' '� � � PU�E PUE PUE '' p1 F PUE LT. �, o E � 1 � \'s= �I I M --- I � C ' (/� �I S� � �. _, � , R A �, � C � ��;� - - F1V2C��F / 0 p - -� - - - -`�{�- - - PROP - - - F � � q8" w �R � `� � � F� � �C � �_ 1409 � _ - - - - - � i_ _ - O F -L -+44.04 BEG N 2 6 C&G �-, � _ _ s T o N E , � I _ -__ � „ _�� � - � RCP , O � 1402 EX. R/W � I.02 4 OFFSET /50fQQ 1418 �I 48" CHL � �_�� 72 -- --� 20� � 13 -� -,-- �-� � �, 410 +00,56 CB 15 � O � O ___ -Y10- 17+02,22 „ O FENCE 22' 3ooh5' g F�A c� �_ � OEIP � Ei � 3ooi5� 15" RCP-IV �� CB C 24 RCP-IV C \ �� OPO�E m -��' RCP-I � � � N O - - l� P- V � T - - - 18 RCP-IV o � - - - - f 2, _6„ C&G � --_- � 1 -- � � ° � cv �n EXISTING iw� R=50 14 4 2'-6" C&G / \ � � EXISTING R/ � CB REMOVE �B s --- " --- � ' - -- -- � �� � - -r r-o- -�� - - - - - - ���- �, , _ . � - ------ --- - -- � -- rFo- ' --� - -- , � ---- ; = rro--- P rv G� � � o-' -� - - -rFo----,-_ - --- TFo- � --- -� N 2_9„�i&G - _ - � , v / 2 9" C&G -�- - �, FILL � � � - L� � � o - - � ' MED _ 15" RCP-�V � '�`, � N 1408 B 2G1 p � , �v TB GI 1414 REMOVE N TB 2G �r_ REMOVE Q � � NC l6 4' B�T � � - _ ` � REMOVE 4�,� _ _ i �� - o - -��- NO, - - _ _- - - .- _ � �9 �&f - - - - �r �°�`LU z� - - - - nr. 6'� � � - -� � 8 ro - - - -� � - �- _ �- - - - - - 24 S= � �n a � _ � � � _Ai � i 78" P� �� � Q ' --- -- � --- rFo------- --- 1417 ° ,;,' - . ��� . EIP _ � � � EXISTING R/W y> � 2'-6�� CBtG QBQNDONED EXIST G R/W ~ � - �-T 2'-6�� &G (/� PROPe �n o �5� CB Q 8e22 � CB BST W � � Cg �' +71�63 � � 48"CHL '� � "' `� E 2 `' �-PUMP is�AN� �� z 22 �, F _ _ � � � � L�� �, � ' RO , 1406 � ' � I � 1401 �0 3`7i y� � �,��( � o � � ° �30_�0' 20' � � og-� �r� � c�, ° �I I FE NCE _ `° BST �n, � _ --- - � � - ``��v�- ' . � , � � 3 26 a q i C F � A � �, -L - +2/. - _ _ � , c��, l 1 � -�F�L-�-r'' `�-M-L'�'� � - - � _ . � F a - - . � � � � - � - __,--' � � PRoea E usrs ` 142 P . �\ ' sM\ 36' lNC Po � � 0 75.00' RT R � � � C NCE _ _ � - - � -- � _ � m --- - � � / -L- +02.00 �� °�°j STONE coNc � m -- ��� �� �� � A � �,��' � � B �� �� Z I � -� ^ s � � � 0 48" � L � , � + o > 75' & 98' R DRIVE � � �s �cEss oiNr J � � � � � PROBAB ��sa � \ � \ � FEI�I E � � ACC POINT --"� � i- 300' RIGHT T URN LANE � PI�E ACCESS POI� ACCESS POINT � � � � i, IS KD � � Q N � , � / � � X X �� �\ ' c�, � ; �, �5 � l00' E X x� l00 TAPER � 660 EFT URN LANE -L- f00.00 = J -L- +80%00 END C/A� o BEGIN C/A FENCE � � y `� �,\ �� �`-�',� � � X � � w- `� -L- +20.00 � � 87 RONNIE C HURLEY & � _ � -L- +50.00 98.00' R�" � U � 75 & 9 RT. f02 P ' �o +52 � P - BEISIN C� �4lC-� ,' oo � W� � , � � CAROL P HURLEY +35. 0 � _ 106.00' RT ,��`�' 75' RT � � v SHAWN �AUL & _ ° SEAL AND � �CE S POIN � , � I o= � DB 2357 PG 156 $$ 8 00 -L +00.00 Q HEATH I,� 0 PAUL �'� � - ABA ON WELL �` � �93`' ,___, '��� P� END C/A F l�E o� , EL MONACO PB 30 PG 155 /02.00 RT,� g 252g PG 202 � � �, -L- POT Sto. 148+79.73 - �, � co c �� N �9a 6, -�- f o� RT �� � D62�8PG1116� •� c:�, � Q � � -Yl - P T t 17f7 4/ /A FENCE ���`-J' _� �, ADOLPH C NIEHOFF9JR , ~o ��8 63S-- w �� 75.0 ' RT �' �'^J� PB 30 PG 155 � � O O S O. 9. � � O & LINDA B NIEHOFF MT� ��, �k�k � 82 ��� � 0 = 78°37'37.2° �r � �] � � S �; � � :� 9 � / � -x � -r B •I 4 G 154 cQN � � � BEGIN /A l� � � � 2 +92 / �`" y, °�' �3� x N 2 �5��� �t,�,� N N �2 8 2� C�'�, � / �v ,��, �' ��� i 6 °52�°�" w � � � �,� // 9S o9q �8„ �`' ��' � � �� � 48 w� � � ,4SyT � /„� y, N �20 � � � � 6 � / �P ��� 8 3 � �� / ��.J� �B / � 0�+ �..'� . 9SS 6j �� � „ �L �j - 8 k � LEIGH ANN ABERNETHY WB 2011E PG 783 DB 1412 PG 465 � DETAIL 35 BERM BASE DITCH ( Not to Scale) � Natural '� Ground 2•� �'� D �•=►a Min. D= 1 Ft. B = 2 Ft. b = 5 Ft. DETAIL 34 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� t Fill Ground ?'I or �\p��e $lope 4}fer D � Min. D- 1 Ft. FROM STA. 150 + 80 -L- RT TO STA. 153 + 20 -L- RT RDWY a � S F e 3 Ac� 9�F'�Ro /SS 9 DETAIL 36 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground 3• j 3' ��e< Slope D F�° d B Min. D= 1.0 Ft. Max. d = 1.0 Ft. Type of Liner= PSRM 6= 2.0 Ft. DETAIL 36A SPECIAL CUT BASE DITCH ( Not to Scale) Natural oC Ground �'.• j 31 �tet Ditch D F�o d Slope B Min. D= 1.5 Ft. Max. d = 1.5 Ft. B = 2.0 Ft. Type of Liner= PSRM FROM STA. 155 + 63 -L- RT TO 11 + 79 -Yl l- RT FROM STA. 16 + 00 -Y10- LT TO STA. 17 + 07 -Y70- LT FROM STA. 10 + 34 -Y10- LT TO STA. 16 + 00 -Y10- LT FOR -L- PROFILE SEE SHEET 23 FOR -Yl0 - PROFILE SEE SHEET 26 �`-,� � � N � / � � �69�6, � �6„ �L N �8� �8 09„ �L N Z O w � � � -L - +15.0 � 143.00' LT � F � \ � \ � � \ � � � J � 0 �� � o � � � ti,- - �fi � � `� � �,"'� � � , �" + Q a --- " �N O T —_=_ _— - �-- o � � N �� /5' - �s�� � � � � � \j1\ � -. - � Fo v N ° ��„ -..� , N Q � � � //0' ���w � � O�UQ o �QQ� � � �� O Z O J F -�'',"'-r�'��'���-�_ 0 �� , oa�u� u �I PUE Q � � v = zz�aQ � -L- f05.00 �Q�p� J 75.00'RT � I� a Q z � END FULL C/A � a Q � � v -�- +os.00 W��ZW � 98.00'RT. � � � � � � SPECIAL LATERAL V-DITCH � � � � � SEE DETAIL 37 � ZQ�UW � va Prepored by PROJECT REFERENCE NO. SHEET NO. R —3/00B l6 RNV SHEET NO. URS Corporation - North Carolina 1600 Perimeter Park Drive ROADWAY DESIGN HYDRAULIC$ Morrisville North Carolina 27560 ENGINEER ENGINEER TELEPHONE (9191 461-1100 FAX (9191 461-1415 NC LICENSE = C-2243 W � Q N N � N � � �Z �O -L - � Pl Sf0 165+32.2T � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED p= 2/° 06' 08.2" (LT ) Z D = 0° 52' 53.3" � L = 2,393.98' � T = /,2/0.7/' � R = 6,500.00' �� e = RC Q� Runof f = 72' MARY CALDWELL BEATTY WB 86-E-468 98 ° -L- PT Sta. 177+15.54 98 102 WILLARD WILSON HUFFMAN � PROP. DB 420 PG 95 BEGIN C/A FENCE WILLARD WILSON HUFFMAN � 48" CHL DB 1181 PG 392 +g6 DB 420 PG 95 BEGIN C/A FENCE FENCE END C/A FENCE DB 1181PG 392 END C/A FENCE +60 � 75.00' 0�.00 +36 qCCESS POINT ��� -L- +59+00 END FULL C/A _ -L- +85.05 75.00' & 84.00 LT � � -L f50.00 PROP. 84.00 LT � 85.00' LT -L - f15.00 48" CHL ��, 48 ��E � 75.00' LT -L- +15.54 -L- +00.00 FENCE -L- +86.83 � �, ACCESS POINT TOE PROTECTION 75' & 84' LT + -L- +33.50 E SEE DETAIL 38 E � r 75.00' L� 75.00' LT 75.00' LT \�___ ___ F E `�� � PDE PDE PDE PDE E E E E E /85 f00 � Cq�' a-, I , � , ' � 1602 REMOVE � . � � "� - � �i.:� � � C '� - p f �� C � - - - - - - - - —�� � ��-r`���`-� _-.� -�` wrt; �,- �,���- � �� � - ;� � `� � �- ����- � �. ��- �U �� � � '= � � 1 �i�-�- �-vr`'`'�w-' � �s�, �� �,'' < s�,,��i4��> �,p� � � — — — — — � ��-� � �- k� � R=l ' 1 " � ��-w� � � I v� � �}f� � � -� � ��- �- - - ---- - _-- - - --------- --- ---- - -_ - -- ------_ _ =- - -- -- -- --- -- --- - - _- - � R-l5' � � R-l5' � � � T -� - T - � ' 2GI q°cMP� � a�,.�, � � c ��. � ;-��-� _�-=�V =tc�s== = - -_-_-------__ ---- --- - �---_- - --rFo-- -��-I--'--_ _-___- _ - __T---- - ---� - �rt5'-r- r I --- �- �& _ � � �� � :E _ --- --- -- o � � O �' 1 N � � � I N �� ] o , REMOVE REMOVE NC �6 25' BST �� c\v p � � ' 2' -9" C&G - — - 2, 9„ C& BGt- - ---- I - -- ---- � Fo-- - - - -�-5" --- --TFo--- ----- -� - - 15"RCP-IV TB 2G1 f-rFo --- �„- - - --rr-o----- - - - Fo--- -------- TFo - PL�JC�- - � TFo �� - � 15" RCP-III _ RCP- V TB I O � ; � � � � \ °- v�-,� + � � N O N � � i ' �o ' 435 0 N � � � 1603 O � TB 2� � O 7044' 2 & � 4 2� o Q � ' z, � � �ti � R=15 �� R=10 955' R=15' \�L � � � � � � ` � - �� �� � � � �� 1604 M -��,��,�,� �� -,_��,^-,�,��,� �,_�-� � � �s_ �'�"'�'�-��C .,�"�'i,'_ `�,,, � _ = 5' �� ��� 1650 =l5' � � � �j 65 ��r`-,s�"-, � _ _ m R-l5' � ,-,�� � R-�S J``> J � ,�I�`� � 15 R-15' O 1651 � -r'?� � 1611 /5 � F � 36' lNC F � � � R-/5' 1649 �j � c�n �15� � � � c�n 15�� R=15_ _ _ _ _ — — — — � — — — F /5' �— _ � � — I --- -� --- --.— ------ � C i��--� --- i� -- � �1 i5� q5�, s C �,\ F C C �I � „ v,, I PUE E PUE PUE PUE PUE PUE PU PUE �� PU �� PU�SF� E'� P E °5� 3a PUE PUE PUE PUE �' A ACCE S P�IA�T -'- � '_ 9 -L- + 10.00 PROP. -L - +15.54 � � �;' - ,Q S POINT ACCESS POINT �J -L- +86.00 87.00 RT. 48" CHL 75.00' RT N � s�� �� �' MARY CALDWELL BEATTY 88.00' RT. FENCE � ACCESS POINT � � � ` _ _ _ _ _ _� � - � �F� � END C/A F CE �C SS POINT � � S WB 86-E-468 ��OP.L -l-25 � `� � � � {� �J � END C/A FENCE � 3 � n � ' - - - - - - " � `N I � ` o � -�-05 � � `�} coNc n� 102 FENCE � � � � s ��O SEA�AND I E�P R� � � � N BEf75 C/ E CE � � -L- +10.00 � ��� ABANDON WELL �pA�E� �v� BEGIN C/A FENCE � � P � � -L- +86.00 98 75' & 92' RT. � �" -�-75 ALLEN HERMAN 75' & 92' RT. BEGIN /A FENCE SARAH HERMA � Q v � WILLARD WILSON HUFFMAN �95 END ��A FENCE EST. 14 SY GEOTEXTILE FAB C � DB 1913 PG 708 W v Q DB 1181 PG 392 � S EST. 5 TONS CLASS B RIP pg 36 PG 98 O� Q Q i � PROP, �I Q � � 48" CHL � � � v Q�� EST. 8 TON CLASS B RIP RAP 2g„ E '' � O� FENCE � Q PROP. �� W� Z EST. 21 SY GEOTEXTILE FABRIC 5�2�12 � ROGER ALAN MCCASLIN 48" CHL � W a Z= 36��aa � �' COYTE L PUNCH & & LISA MCCASLW FENCE � Q v� c� , � DB 3027 PG 536 i o NANCY PUNCH o �`� �� � o DB 367 PG 420 N DB 2975 PG 142 � �n <o "' DB 369 PG 98 °' I PB 36 PG 98 � � N o o � DB 2013 PG 1759 � I � � ``'� N���^ � DB 2028 PG 427 � 1OlA , � N ` � � � O O O N�1°48'35" W � �u �1 �U qg� q�' 000 DETAIL 37 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill �. 1 0� Slope Natural �c�'%�� A'• ti,�e< Ground >7' D F\d' d Min. D= 1 Ft. Max. d = 1 Ft. Type of Liner= PSRM FROM STA. 168 + 00 -L- LT TO STA. 170 + 05 -L- LT FROM STA. 170 + 00 -L- RT TO STA. 173 + 98 -L- RT DETAIL 38 TOE PROTECTION ( Not to Scale) �� NATURAL `L�'� ��� GROUND t��A I I d ci = 1 Ft. FILL b= 5 Ft. SLOPE Type of Liner= PSRM FROM STA. 174 + 25 -L- LT TO STA. 175 + 75 -L- LT N N O o W N M � EIP N 6g°II' 40" W � 172.11' � DETAIL 40 .= a FALSE SUMP � � ( Not to Scale) � � O r � Outside Ditch �J2.0�� Traffic Flow ,��•� 20:1 " I GI E- $ — etc. S= Ditch Slope � Proposed Ditch FROM -L- STA. 184 + 50 LT TO -L- STA. 184 + 80 LT c� � 4'\ � � w � �� � � � � FOR -L - PROFILE SEE SHEET 24 See Sheet 9A For Index of Sheets See Sheet 98 For Conventlonol Plan Sheet Symbols BEGIN TlP PROJECT R-3/OOA R-3/OOA -L- POT STA 12+00.00 = R-3/008 -L- POT STA,198+28.48 Q � � BEGIN CONSTRUCTION �� w Vi6-STA11+75.00 r�� � Q CULVERT J 7 � i6 5 . . — �' W \ T�� - - p ow Z O �� J � W �� r0 UNNAMED STREAM — ��'� � pp N O � � � } END CONSTRUCTION � �N � � � -Y17- STA 12*00.00 w r� � F- ����� �� ������� �������� �������� �� �������� CA TA WBA CO U1�lTY PARTIOF2 LOCATI0111: NC 16 FROM 11lORTH OF SR 1814 (CALDWELL ROAD) TO SR 1895 (TOWER ROAD) TYPE OF WORK: GRADI11tG, PAVIIVG, DRAl11lAGE, WIDENI11tG, SIGNALS A1VD CULVERTS Q 0 � M Q � O � y�� �o Q LL � m • �� . • � � %11�...� THIS IS A PARTIAL CONTROLLED—ACCESS PROJECT WITH ACCE55 BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. N c°� Q � O = ��N NO Q LL LL � m � �o 0 � ��� � \,�� 0 Q BEGIN CONSTRUCTION � � i ^O � -vsi=sTn�i�a"o"oo..... �� �ry �J� W / ��� a � / .�- 12 3 � ll NG 16 14 CULVERT 5 "�� 16 nir. . _ 18 CULVERT 19 ; : 20 -Li-JIH IU+UU.VU= -L- STA. 248+23.86 EN� CONSTRUCTION .� ,` -L1-STA. 20+62.23 N� �6 2) � �2 � 0 �O . F \ G� � \ �END TlP PROJECT R— —L— STA 253-i-80.00 DOGUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepa�ed in the Office af: ROADWAY DESIGN ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH M • ,,.,�•������•..,,, v N1�IQNI£�CREED ,,..•�1� CARO��N ,,,, ADT 2016 = 10,960 LENGTH ROADWAY TIP PROJECT R-3100A =4.781 MILES ^+�** M' e �'°°°, �'�s�' �=a3�aRr�`F ;�°:oFESs'o�••." •: 0 50 100 Ma�oo�A� o<< e,�o, w�M�G���,HOR �aao, : ADT 2034 = 18,700 TOTAL LENGTH OF TIP PROJECT R-3100A =4.781 MILES LrcENSE xo,F o44v TE` 91°'°"°°a ,, a'a� ; � SEAL `�; : o� �0ap� �� K= 10 % zmz sraxnann sPEciFrcnrroNs � 2ttoz .:z g �`� �g� PLAN$ TIM JORDAN, PE �=:3F.r �•"c!".E`:`�'oQ°:' �g � D = 6O % PROJECT ENGINEER ,'•.y�/MpTHV 1�0 P.E. � � � �J� �OO = SIGNATURE: '�.�.�... u� T 9 %* RIGHT OF WAY DATE: HYDRAULICS ENGINEER fl o V= 60 MPH NOVEMBER 26, 2014 `�����qRQ"• \�' a PROFILE (HORIZONTAL) * TTST 4% DUAL 5% oACKICMOORE �P`EER ;'�o�oNE55�oN�,9,': �`�''f o�� �, Q 0 l0 Zp FUNC CLASS = LETTIIVG DATE: -:.4025503 t O� 4�p��� RURAL ARTERIAL JANUARY 17, 2017 GARY LOVING, P.E. :�'r'`".c�"EE'o�;�� PROFILE (VERT�CAL) REGIONAL TIER Ncoor coxracr stcxarune:y`'%�0.�.�:.:�o'',• pE � 0 PROIECT REFERENCE NO. SHEET NO. DETAIL D I i DETAIL H DETAIL L rp DETAIL M DETAIL N R-sioon s SPECIAL CUT DITCH � SPECIAL LP.TERAL 'V' DITCH LATERAL 'V' DITCH O LP,TERAL 'V' DITCH STANDARD 'V' DITCH ROADWAY DESIGN HYDRAULICS �Na��o xaie� � I I ��� �Norro s�oie� �No�ro s�oie� � �Horro s�aia� �No�ro s�ole� ENGINEER ENGINEER �-r,�m Wil '� " .���.. ..�.�..r� .�_ n�� �< s°ioae il� I I L � � �� ��'iP Na��.oi b �m Na��.ai ..•`��H CARO( �' .•`��'�N CARO�'. Na��.ai �._ F�u �.�/� _ . � Haw,oi � p .... � ' � ......., G�'' Gmu�d 3:/ F� �e` I I F NONroI p\ �� � F'ill Ground 3. \ i'iFl. SIoPe Grau�d __ `�'I D 1'lrt- SIoPe Ground \ Ground � � • N9 ,�� �� ��,•'� ES S I 9,�i D - Gro��d �� F�re SioPe '! p 3'� '\✓ d 7:) p 1'- : Z���FESSIO,y'. : pF pN`:•. . Min. D-1.0 Ft. 7� I � Min. D= 1.0 F. �� Min. D=1.0 Ft. _ •y ��•: /� ,> ''_ 6= 5.0 Ft. Moz. d=1.0 Ff. Min. D= Ff. SEAL ' • SEAL FROM STA.25+00 TO STA. 27+10 -L- LT -�� � Min. D-1A ft. O b=5.0 Ff. : 27702 : � • 025503 � � FROM STA.25+00 TO 29+50 -L- RT I I I I _ FROM STA.17+75 TO STA.13+00 -Y16- LT • �2� � • FROM STA.30+50 TO STA.32+58.5 -L- LT ��I Type oiLiner= PSRM FROM STA.12+55 TO STA.73+00 -Ylb- RT %,�iF �:,NG�NEE::�OPp %�i �:,'�'GINEE;:��,,�� ' FROM STA. 27+90 TO STA. 29+50 -L- LT •� ,f •. ,,, � ' C •„ O FROM STA.32+50 TO STA.33+22 -L- RT V FROM S7A.29+50 TO STA.30+50 -L- lT •.,T�MOTH'� ��•`��, ,�'•tiqRO q�MO�,. FROM STA.29+50 TO STA. 32+50 -L- RT DETAIL (�i � ! � � � A v.orrrm.�oo�o°F�oeavuc u��n SPECIAL CUT DITCH � '� -YIE- POT S10. IO+OO.00 DOCUMENT NOT CONSIDERED FINAL �Notro Scola� q N a_� o'� o����n ' � \�r � s 39�?So, � UNLESS ALL SIGNATURES COMPLETED ��o� n ?�i p F� � siope I, � �S2 � Prepared in the d I �"f � Offi e o4: M �A FO Box >00 Min. D=1.0 Ft. I�.IP ,Y' uq�ay-varino, NC 2�526 Type of Line = PSRAA Mox d=1.0 F. � '"o '"°`. MACDONAID www �oMomencas FROM STA.32+59 TO STA.34+45 -L- LT ---- - � V - I = BEGIN CONSTRUCTION V 1VI�IQMF�CREm � RET"'" -Y16- POT Sto. 11+75.00 � � ��� �4& � � �,o, i � � ao.ou. 8 ` � , _'�` _ __ __ _. _ � °' rv, SEE SHEET 2B-5 FOR ISLAND DETAIL � o _ � Ji ,� � � MiCHaE� D& N� � SEE PROFILE SHEET 24 & 33 -- � � O JULIE 0 CARROLL 'N° M � N - � = M DB 2767 PG 429 � ��� x �II � � �3 � � '� +75.00 20' RT `� I II MICHAEL D& a0' RT i I BMtt10 -BL- ERIC C& , JULIE D CARROLL +75_00 � STA 227+qg 238'LT ANNETTE H LEE DB 2767 PG 429 � �.�,_�I �20'LT ELEV.- 99£i.97' DB 2054 PG 774 �} 40' LT -^ y � \ I W � END C/A FENCE REMOVE F I � rN0 C/A FENCF _ STANDARD V �ITCH �� L- 34+35.00 FENCE O r + S - BEGIN C/A -Y16- 12f55.00 SEE DETAIL N -L- 34+95.00 O ��� C � � I I C SPECIAL CUT DITCH � �C - � - SEE DETAIL G Z ��r n�C � �T � �, � �� � � eeciN cia FeNCE FENCE esr zzs sv aseM -L- POT Sto. 37+/0.67 Q � TEMP. SHORING -Yl6 /2+55.00 S e--� ti +25.00 SEE TMP PLANS ;� ''- -Yl�- PC 510. IOfOO.00 � STANDARD V DITCH � 5 00 Y16-� �� l� Cl. B RIP-RP.P - � SEE DETAIL N I-- a d.. � +SSAO -Y16- 65.5' - LqTERAI V DITCH EST 2 TONS W - r r -0Q RL ` � � � °� + 30.00 •� �, qp� �7 � SPECIAL L4TERAL SEE DETAIL M IATERAL V DITCH EST 7 SY GT W W SPECIAL CUT DITCH ��WY li-�' � +1423 �- � DITCH EST 100 5Y PSRM SEE DETAIL L +00.00 FENCE - �85 �T W 2 SEE DETAIL D I � �� - SEE DETAIL H E5T 170 CY DDE EST 180 CY DDE 120' LT\ +50.00 +00.00 � �z0� �T - t' '/0 /., 100' LT I - 0517 85' LT I / � t 82 32 L 4' PS CL. B RIP-RAP I � +00.00 � �� 5' <� PUE � � 95 �T � I ' S 0 0. E5T 3 TONS '� BEGIN SBG 100' LT �- 100' LT �, '�L� N 80' 90' N STA. 29+25 �- LT E (' E � +55.00 - N � � EST 70 SY GT � �. CCE5S PT. . w 1������ r �' '� o��� 1��� UE U DUE DUE DUE DUE � UE � � DUE d i a �zp- �r R 3 � � �� ��� W W �---- --- ��-. , ��� E - � r � �o o��� �\ _- c , . , , . . . . ., , _ E E � // 0 � i �� s N . - +�000-� c � �� _, --- - �� _ W � N �' , - a PES _ � HW � r 85 L � � - _ . 85 LT � 18" R IV ,p > _ "� � ��_ � ". __ ' � _ �.., �- � �`�I'-$5'P � +30.00 L- __ ' . -- -_--- --� -_ - N --�_--C O_ _-- _ I - � I_ fI �- P O � � f� T _ _� ------ - i F i O - _ - • - .c I " _1,` � CAT 7 _ __ _ _ - _ _ - - 1 - - 15" - �Ba / ' I - - - - - - _ - . C11 - - - - - O .i _ , ,.. y ... T_:`\ _ F - - rr - - - _ - - _. �. _ ._ - - _ _ _ _. �_ r _ - _ -.. . . . . , . - - - _ _ - ` _ _ _ _ _ - - - _ n .....�� . _ -^� - _ _. • . .- .k � y ,. r � _ _ _ _ _ .__ _ . _ O � REMOVE REMOVE � \ 2GI � 2GI END B � c � O O - • REMOVE �' kEMOVE DI REMOVE \ �� �i � 0510 � O ,� ,y s _. �- 1 -Fn- - - - �_- i�.. _�-_ _ �PS �r�,_ _ _ _----_--- _.__ -_ :--_ _._ _- __ -_ '--- _ -- --_. -r�_ _ - - - - � - -L- F, - - .- � � c,, � . �� -- ---' - - -- y + _ - - - -- - N _ �`N + � , ,. _ �� r r � � , , „ - � --^�_- � R.w , .-,,.. ,� _ �� n�. M , ^ � �� - N r. � �� O50 i I REMOVE � h a�^ -noo 0508 ' o _ W , - ' - -� _..._ � �'- . .. � � . , E srN� � � N�,�, z • .� � osz � � M ��� ����� � ; y ,:m eiP _ __ _ _ � _ _ . , i . . .. . ZG� � zG� . . 9s,,3 . o . Q� � ' 0501 ��; 050 a 0505 GA.4U 350 ��� FENCE END 58G 75 GRAU-350� +50.00 QI'� 02 � SOAO -Ir � � d' � 15" ---- STA. 35+12.50 -L- RT � I 85' � `�. > ,� /. i � PPE � - - -- +40.0065.5' 85'RT � 6S'R ' \ / � _ --� R --_ �-� __PPES � _ .�' � -�____ ---F --- _-__-.--_-_ 0514 �` v �_ CON ' �y2 70 ('i x � N __ � � �tVl! / � � S F- � MOV 00 / \ I W - � � � I FENCE'-' - - � ° 3oo'rAPER V '�oi o2'� / . J �% 60' ACCES$ PT ' 6C � ESS. F � -- 'i BEGW SBG , rt F � t PUE P E .�PUE p �._ +oo.00 - ', i�.. - I sTn. za+�s -�- er ��, Q +�o.00 +so.00 -�- , ' q� PS I � N�+85� RO (/� 90 � ---65 /- � 65.5 • LT DUE I�. � �p,TERAL V DITCH / � � PREFORMED 120' RT 85' RT 4, Y / \ �2 G UE - W � +�N +50.00 +75 00 : ���".� ' . \• SEE DETAIL M LATERAL V DITC� � srecin� cur oircH � _ DUE DUE DUE DUE DUE DUE DUE DUE, DUE DUE < p�E �� Z . SEE DETAIL D 385'TAPERI / � �., SCOUR HOlE l '/ 2000 Y17- 7 . .,, ._. ._... L ��� +25.00 .o END C/A FENCE �'� 30' L�T ESi 295 SY PSRM SEE DETAIL L SEE SHEEf 2D-1 G ��., � ', I J 120' RT � - SPECIAL NT DITCH E5T 20 CY DDE , A � � �5 � ' ,� 105' RT 65 RT 120 RT Y(I 11+20.00 \ �L� 25+30.00�� , i SEAL EST 280 CY DDE 1_ T � - � ��✓�•� SEE DETAIL D ESTI75PSY� GT GF +20.00 -Y77- w� � �- I L � _ BE��N ��A f�tN�E I � � 3��RT � � �.��� � � oZ� V � � - _ -L- 27+10.00 CL. B RIP-RAP � ' esr z TONs -L- POT Sta. 27+5/.09 � F F m n~ - esr � sr �r -Y16- POT Sto. 13+75.00 GPS R3100AB-7 \ A s, �nz Q �� 12 A �`� BEGIN Ci� FENC ��zo � � - B L- 3 7 � G rn- n+2o.o0 �-� � DAVID L STEWART > F \ , -mo � �B 2899 PG 1370 � � � ��" m i PB 47 PG 103 �� 10 14 � . �. - ... \ A 6000 JERRY R WARREN ERIC C& DB 2i52 PG i87 ANNETTE H LEE \,o � 1 _ PB 47 PG 103 DB 2054 PG 774 G�, � I,BENT� O END CONSTRUCTION \ \ -Y17- POC Sta. 12+00.00 GF AG� \ I +6�00 .: \ -Y17- PCC Sto. 13+24.75 30' RT • \ \1 \ i� \ -Y/7- t 90.00 \ =_ Pl Sta 11+60.16 Pl Sta l4+10.07 30' RT �= 6° //' 00.1" 2TJ 0= 9' 36' 38.4" (LTI ss• ar ? D=/` 55' 56.3" D= 5° 38' 4/.7" N\ L = 320.00' L = 170.25' \ "' T= 160.16' T= 85.33' -1'�7- PT Sta. 14+95.00 � R = 2.965.15' R = I,0/5.00' � S 9�33i, z6q Z9Z E O � �AVID LEE STEWART DB 1746 PG 879 S /8$ 53/Z f \ �. DETAIL D \ DETAIL G \ I DETAIL K � SPECIAL CUT DITCH SPECIAL CUT DITCH LATER4L BASE DITCH OO� �Hoi�o smiel INai�o s�aiol INoi�o s�ie� I o �n � F�o,n � f� �°� Slope Na�ural A�� °� Dnch Na�ural �I� ural 3 _j� p'� �g( 3 Slope Ground �. .��� ��h�, F'ill �V� Gound �I Po Ground �l p P�`le` �� � Slope "�` ° e�� � d I o I Min. D=1.0 Ft. � Min. D-1.0 Ft. I^•l B= 2.0 Ft. Min. D=1A Ft. � Type of Liner= PSRM Max d-1.0 Ft. 6=5.0 Ft. FROM STA. 38+47 TO STA.41+50 -L- RT � FROM STA. 50+14 TO STA. 51+68 -L- RT FROM STA. 41+00 TO STA. 42+26 -L- LT FROM STA. 46+80 TO STA.49+50 -L- LT � FROM STA. 47+50 TO STA. 42+80 -L- RT FROM STA. 47+35 TO STA.48+83 -L- RT DETAIL V PIPE Ol1ilET CHANNEL � Na� ro Scale) �°� - 'c� i - - v":o��e I �d I �r�,a"oe�e, Lengih= 8 Ft. STREAM eANK STABILIZATION d= 1 Ff. SEE DETAIL V � CL. II RIP-RAP STA. 47+35 RT EST 7 TONS S7A. 47+70 LT � 0 EST 14 SY GT STA.47+90 LT � O STREAM BANK STABILIZATION � "� - �. � CLE II R PAIRAP v �N �� 17 �� 18 � Esi iaroN�r � END PARTIAL C/A � ALBERT S& BEGIN FULL C/A � RICKY M& WANDA G JARRETT KATHY C GOODSON / �3 DB 1278 PG 888 CL.B RIP-RAP �8 2407 PG 1189 DB 2124 PG 1837 EST 2 TONS ERIC C& P8 IB PG 86 E5T � SY GT ' ANNETTE H LEE � -�- PROIECT REFERENCE NO. SHEET NO. R-3100A 6 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .•`��H CARO� �' .•`�tN CARp��'. `v :���o',�ESSIO,y'/.Y9,�• �'2���FESSIp,�N'y,�' �,�' �•�� M o SEAL SEAL _ o M : Z�IO? ' � : O?$$O3 ' ' h „� , ; ; 2� - _ '��la�'J,'�!✓GINEE;O�OP: �:�i�;y.,'t'GINEE;'p�;C� ,� T�MO1N'� � • � �R�u �:�M�'. v.o�rr mncooNn�o i a e, uc _C _ LICENSE NO. F-�0669 p PlS S10 52+08.00 Pl Sl0 E4fGI..32 DOCUMENT NOT CONSIDERED FINAL � Bs = 0° 36� 24.6° �= 24` I0� .3g.�J° (RTJ UNLESS ALL SIGNATURES COMPLETED Prepared in the Ls = I20.00' D= I` 00' 4I.0" orr��e or: M ' � LT = 80.00' L= 2,390.5/' o„ M F°�o�" o°°o, N� �,s„ ST = 40.00' T= l,2/3.3/' Ma����a� �m��,ma���M�m=,�=a• � SE =�035.00' V 1VI�IQMF�CREm RO = l20' � � SEE SHEET 2B-5 FOR ISLAND DETAIL � SEE SHEET C-## FOR CULVERT PLANS BM'�II--6L- 20 � s1A 245+7� i64��1 SEE PROFILE SHEET 25 � ELEV.= 968.U' MARK B & MITZI Y STORY DB 1338 PG 157 DB 2580 PG 1600 DB 2580 PG 1603 7EMP.SHORING DB 2663 PG II77 DB 2054 PG 774 �� +30.00 SEE TMP PLANS � � BEoIN C/A FENCE 85, �T ' L4TERAL BASE DITCH � -L- 46+45.00 130' LT � \ ���� SEE DETAIL K � esr sizo cr ooe -L- TS Sto. 5I+28.00 OBEGIN C/A FENCE .. �ALBER ,� �� +6500 O Z � L 42+90.00 � WANDA G ARRETT . ? / 'CL. B RIP-RAP +10.00 � DB 1278 PG 888 / E EST 2 TONS 160' LT� 140' LT � : EST 7 SY GT BO'TAPER FND /AYENCE � +75.00 ,�.y � a�'� F�N(' � +8000 � � �f3r; c � � � . es� �r 18A . , � +ze.00 �50.0o E no �a� �r +es.oa � W ` ' � 'JOS LT +95.00 ! . � '�` � `m � 140 LT � 'a �r 5" FENCE � +ai.ea W W � as� �r +as.00 � . � E� W /13 ' 2 705' LT 85' LT ✓ �, � � ^; � �U D +85.4E 94.8�'/ / _\ 105 LT �, ys�� � D E UE pb� +os.00 105' LT �4��Z� � 5 60.00 � 90' JF5 � /IPCR �� 0' iAPER Q �rl - ., � _'.. �,, 85;0 +g� 85' L7 G V � 85 LT � SPECIAL CUT DITCH � \ * +00.00 ' `� ENO��C/A FENCE � � � -� � � � SEE DETAIL G CC�SS T E 85' LT PUE i -L- 45+70.00 CCES$ Ri. 0608J �`. � \\� // / Oblb -E W EST 170 SY PSRM �05� �7 � ' � W W A -BL-38 ��� . - c �� ` �� R � �� �� _ - ' �- -- w �' � � � z��0 C ------ -��:�- - ` ------___=°' � -i�____ C � �- �_--. _--M_-_ ��5 FS � � �� � �%i -_.- --- _ i _- � � . �0 N _- C---_ � vi �r �� 15" __ .. ..-. __ -� G���/ - �_ � �. --- � . . � -� �- � ` ��6 � N Eir� ; 060 2GI� . . . �exisrue ww"� 0609 R -A � . -. v - . ,.�.. cxsrN �,� { O . � . _-_- - _ \\ � _ --_ \-_ -- _ _____ CAT1 Gf� _ --- _ - .. �� -- _ _-_ -.00 u i P I � _ _ _ _. i ; _ _ _ - - - _ _ . -- - , _ - __ - _ - - _ SSA..44+52.9Q -L-ST- - - - _ _ _ - r ;� ' -� 2. . -- ._ _ -- --'� -- --- ' O N � - REMOVE . kEMOVE , . - - - - REMOVE _.- _ - _ REMOVF � _ _ _ -' - _ > ' _ _ _ - - - - _"" N - .. - _- - - _ - .. O �n 0 � �� BEGIN SBG i�_ �n 'n Q �' "- ' I "` �K ... ... . _ TA 46{75._� LT _ _ � - _ ,. . . . .. �ci TBDI O _ . �`�.t� _..., . � - --' ... ... . --. . i i��:.l� `����.��_ ��.I DI '. -�i _.,'_-- I ...-:i -_-��,.- �l- � ,. _ - - - _ _ _ - - - - „ - - i n- - , � _ _ , n r- - i. - -- _---- � , '.--`�-� . , . . . . , o DI . _ �, _ DI � T __ . _ y- _ ._ - _ _.' - �, ., N • . , , . . . . � , -_ � � �T � � ,� i U G � • ____ ________ ____ , . . ^, ui O60 � � n I \ � ` I - J REMOVE � � , 7 ` , DI I �° o_�Ol I� ' � ' ��.._� __ � ,�t� �' 0616 L M � � � � � , - -�= � � � � E�P -: � � • � � � _ •-� i , .,....€xsTNcaiw ov�NE 2GI ^ '�" N� � _ - � .., , ' O FEN�E ���,. FEN�E . -- ._ �, , :.,.,. � . � . � .�- Q 060 �ij � .. � ,} ��, 0604 . �15.00 2 ABAND. � GRAU 350 - - -- '- 2GI G - -. > _,� - � � ' .. . _ , WELL _ O % 8' RCBC ' RAU 350 I 16 r 06i3 Q � > > . - -�=`- > F � � l �� BEGIN SBG FENCE Obll ' 7' / ' PND SBG _ cn � ► _- - - - " +65.00 5.5' $�`-`�� � ', � i r STA. 46+87.5 :' � FENGE -' � - < � �. � �--- � ° � srn.as+,e �- , z�i �'" ---------- __ P _- _ ,�- - -,- ��..� _FC, � L�RT �- - +--_ L RT + ._15F C . . ;�• � 0620 (%� R c � � � C c � F _ _ oo.00 �o� � �-� - - - - , ` - s�.oa �o �� ��p � � � ' � � � � c _ � � �' I N/ B RIP-RAP .�.:�.. .. . �� �/ � _ - �� -� CHORO I J e z roNs � � PUE ;. UE :., � PUas oo� � � +�s.00 PUE oa a� � o5ie � PU +z` PUE J I EST 7 SY GT . � ; �.•G �.' ��` � .. I PUE PUE PUE �� PUE' PUE��� PUE D E ' � -- Obl � +15 00 ACCE55 100' RT 85' RT `` �V� ACCESS �. ==� � 5Eu _ � � � as� Rr +es.00 � tsa ar i, UE - DU ,��: a aa W Z SPECIAL NT DITCH - � '� +65.00/ , . . - 115 RT �� _ . - � .- ABAND. CL e RIP-RAP - 85' RT 100' RT 100' RT , D -.. E .L 100' RT i SEE i�3All D �" WELL 115� RT _ � IO�J'TAPER 425TAPER ��_35' 8/' �- EST 2 TONS 115' RT .� ,.� r .._, . . . .. s J ... EST 7 SY GT w SPECIAL CUT DITC}i CL. B RIP-RAP � '' + � �� 00.00 . •-.: � + � .�.I w � � �RETAIN r yy � RT +6500 _ N 5 TONS Q EST 160 SY PS �T 14 5Y GT ;. � N� 30' N P 8 00 T 15 ' o °��' } esr V _ 6EE DH IL G � �� 's �„ m �� ,-. , � � m � � END C/A FENCE 100' RT / 5 RT ( \ _ +26. A, , r r WTERAL BASE DITCH � BRIAN N POOLE & �'�' ����\� � �� EST �OO�CY DDE � '�9+65.00 � � VL Q TONY MARVIN POOLE .�� � � r7 '� ... ' :-� � � . � � � :. � r I ' RiP-RAP 1 CHANNEL EXCAVATION � CL 8 r � DB 2695 PG 482 ., r�' -� � I END C/A FENCEI -� ��'� EGIN C/A FENCE EST 520 CY DDF r� � CL. 6 RIP�tAP � � �� � I I BEG/N C/A FENCE : EST 2 TONGST q -1 44+lO.UO -L- 44+70.00 CL. 11 RIP-RAP �'' � EST 4 TONS �I -L- 50+2500 � Q E T 7 SY S �� �' EST 115 TONS � E5T 14 SY GT �g �, I �� � � EST 520 SY GT -. ���� �S STREAM BANK STABILIZATION I�I �ISPECIAL CUT DITCH .-�_- SEE DETAIL V MARK D& :, SEE DETAIL D E�p� -- s 60°29'22'E EIP = -"; . _, CL.IIRIP-RAP KELLY B SHUBERT� _'�_I - N � � �, '_'. �� �.�, �,� .,__, ; ' EST 7 TONS DB 2002 PG 1654 � I +.. -, ie6.63, jb --.'£ST 14 SY GT PB 27 PG 191 � - - . . _.- . - , , . . . . . II 164.88 ' - _.� -r� '^ � �, . O : � � -�= � PHIL C & _'- ..� � - _ ...'. - , - Z^, � . � � N 62°4828"W -- N 62°48'2��W v�- ��,-�. - KAREN V RICE --- - .. �D35' �' - -� ,-� �:._�� � ��-' DB 2564 PG IBI4 ;:, � � � � -_...... i � �..-.._ , , - .. , -.. , \ .. _ / _ _ � 2� BRIAN N POOLE & - ��'ye �� � - WIFE. PAMELA POOLE / o a- _ y`�� _ JOHNNIE D& DB 167IPC 346 3o2�'�y - o� � JEANETTE S SHUBER7 � � DB 2002 PG 17 DB 2006 PG 697 PB 27 PG 190 __ 8�3�,09�� � PB 27 PG 191 , A�A: \ / S \ 9%e \ / �:��32a 5 71°31'59" E � t02 9�' / S 3\ EIP /2g2zq�,F 2' / 2 � pa 5 � A'� 63 � I /� � / PROIECT REFERENCE NO. SHEET NO. DETAIL D DETAIL E DETAIL F � DETAIL G DETAIL H DETAIL I a-sioon � SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH �� SPECIAL CUT DITCH SPECIAL LATERAL 'V' DITCH $PECIAL CUT BASE DITCH ROADWAY DESIGN HYDRAULICS 1�0�� oe1 I � el �Nonos<oie� � IN�+�as<oie� I I ENGINEER o S� I No� o Scal Nof �a Scole ( 1 Hm,al 3-L. n'� �s� -r.o�� 3,Q ,o� F� � � N i 3. a' �ioae o�/ / Ha��rol a�ro cae,� on�n ,,��. ".��:�.�/,. ,,�ENG,NOR�. on�n • � sioae �uaw,ai �� F'n � `° � c.o��a z:� n�� � �H CARO `,1N CAR � Gro��d .l p F\o Gro�nd p�'�ot�e� Slove Nm�ral 3./ A\oe< Sloce J.,�1/ Ground F'�o p P���¢� G�o��d 3:/ � A1r� -Fal d D F�� Sloae :���� E5510 �9,�• ����.•'FESSIp .�'Y,� °he�r d nerf D F Ground F' p F li d p F\o e SIOPe : OF `. ��•. Min.D= 1.0 Ff. d �� f B N��� �: � � N. Min. D= 7.0 Ft. = a M��. o=�.o Ff. : 4 SEAL i : c` SEAL :: (Q o ef Max. d= 1.0 Ff. • Min. D= lA F. Type of Liner= PSRM Mox d=1.0 Fr. : 27702 : � � 025503 : ' Min. D= 1.0 Ft. Min. D= 1.0 F. B= 2.0 Ft. � FROM STA. 65+25 TO STA. 65+50 -L- RT Max. d= 1.0 Fr. � ' 2` �' ' ' Max.d= 1.0 Ff. Type ofLiner- PSRM �� FROM STA.58+60 TO STA.59+00 -L- LT '9�i�•FN��NEE;:�QQ'� %�i �:,'�'GINEE;:��,,�� B= 3.0 Ft. FROM STA. 62+50 TO STA. 65+25 -L- RT '�'�,f�� •. ,,, • p� '•.,Cy •,,• �O� Type of Liner= PSRM FROM STA. 61+25 TO STA. 62+50 -L- RT �j FROM STA. 58+00 TO STA. 61+25 -L- RT Type of Liner= PSRM •,,T/MOTH'� �.•`��, ''•qR0 A. N` •` FROM STA. 55+25 TO STA. 58+60 -L- LT FROM STA. 54+37 TO STA. 55+25 -L- LT .. , uun FROM STA.54+10 TO STA.56+75 -L- RT FROM STA.53+60 TO STA.54�i-10 -L- RT Mo'rrmncooNn�o,ia e,uc FROM STA. 56+75 TO STA. 58+00 -L- RT uceNse Ho. F-.oaw DOCUMENT NOT CONSIDERED FINAL / 1 1 UNLESS ALL SIGNATURES COMPLETED / �� Off�ere�d in fhe M M Fo so.>oo \ � //1� 77 u9�ay-va�I�nc,NC 2�526 eqZ/ I MACDONrAID wwwmotf .�oMomancas 50 q �,q+���cJ �-+���� 4 9 A 0 �l1V1'1V1Y1C7�..1�GGL 6I � .E�M1�s�m�., oae•oNxn oc-r�azez �� � SEE SHEET 2B-6 FOR� ISLAND DETAIL 20 2� �c SEE PROFILE SHEET 25 & 33 MARK B& MARK B STORY & _ z� MITZI Y STORY MITZI Y STORY O DB 1338 PG 157 O - DB 1338 PG 157 I;Y y, DB 2580 PG 1600 DB 2580 PG 1600 DB 2580 PG 1603 DB 2580 PG 1603 � � DB 2663 PG II77 - DB 2663 PG I177 26 -L- POC Sto. 55+5I.07 O +is.00 MnRK e s OI m -Y18- POT Sto. 10+00.00 24 as �r Mirzi v sTORv Z -�- SC SfO. 52f48.�� _ . 105' LT DB 2663 PG 1179 JOE L& 120' LT PB 61 PG 137 DOROTHY H STAMEY -, BEGIN C/A FENCE DB 1593 PG 569 SPECIAL CUT DITCH DANNY A& MARY CAL�WELL BEATTY � END FULL C/A -' L- 54+50.00 �EST DSTSY� SRM EDB 2559 PA 6695 NO DEE� REF +15 00 W BEGIN PARTIAL C/A g5 �7 SPECIAL CUT BASE DITCH END C/A FENCE PB 41PG 52 OO W ��� �T SEE DETAIL I - SPECIAL LATERAL BASE DITCH +40.00 2 +95.00 I EST 120 SY PSRM � SEE DETAIL E 85' LT -L- 59+�0.00 X 85, �T EST 495 SY PSRM . 105' LT r � � � T85A0 END C A�FENCE :pu � �0.00 a' S0' � -�� - 385' J' ��_ -_' 120' LT , � ' �� . REfAW��� � � ' � *5006 85'LT f -9�- � - ,.�, AC 5S 85' L - -L- 53+90.00 w E . .� APE�? . � .� . - - W CHORD E __ d PT. +_,.. PDE - PDE-- PDE � � � E +�soo �i � eEciN c�a FENCE".,�-.- �; �- � � I - _ , , _ � - - - � - �o.00 HW -.�_g6. . r, , �. . ' " ' ' 85' LT AC � _ - . E EIP � � r � �� ..�. ., �' tise.e7� - - ioi.oe� �� . �� �; i --� � � - P _ O � o' �' v � .�_ FS 2GI I�3 ^ , O 5 61°35�22' E �E��+850L LT CEJ / -��' . __%�b 7- tIP S 61 35 26' S 98°I8'91° , '" -' T - S k'T. � 19297' � .r _ � �1°40'2 . '_ v 070 O- -- _ i . _ �. ___ ,._ _. . -.� �. _ \070 � _ t� �� - _ _ _ ' .. , _ -., , 6 � . . . . I I , . . _- _ � � , �._ .�,a i;� _ � �_ "_ ��� - - �- - � - � ��� - � � ' 3 ��R � ��o ' za� eP s�.as -�, W c � � e REMOVE �� O ��siN _ �.. ..- ___ � O 3 ` 7B01 - REMOVE � � - R�� �" , - _ _ _ -. _ \ OT :. 49 py � � _ � _ _ a E Q Ol -- -- - � --- O � ., . v i - 07 - - - -- _ _ _ _ ��REMOVE � � � z MARK B & _ .. _ _ i - - _ � � . _ _ _ TBDI � J 15., � h� I .- _ _ _ _ . j REMOVE + 4. - __ .__ '-'_;. � --- C _ .' �.... �MITZIY STORYO - � - � r��- - � � � B 2580 PG 160 '" - _- 3.37,....__ - __ � , �,� - � _ _ � -� - � , �w E�P � r .; i - _ _ .pi �, o ' , �_- � mn _� : - -_ L ' EIP (� ... _-. ,_.:_ ¢ ... ,_. �. DI� 15" ' -__.._ .-. __ �-� r .-��� w r �� _ , � ,� ---� W E5T 7-�Y GT �' S R E - �8 R � v� � - - __ _- . - '� ' - -" i a c CL IRIP-RAP . ^� 070RE OV . _. ___' ^ - ..' __ - ^'� 0774 _ ..EksnNc \ � L � EST . 5 TONS .. / _ � 6 , R � �-w=a a �iNE � _ ' _ _- R w � \ , . _', (/� r � EST 30 5Y GT �\070 E5T 2 TONS 0706 � I 03 ao � � - �- ��- � ��� � CL B RIP-RAP , _ � ' N _ - - -- � , o� _� ecciN cin FENCE � - , � -- C � ---- � , a � � � �� � - � -�- ss+z3.io ono � � n -� � < � PUE PUE R PUE � � . � on2 � . ��.' �� --� r aennOve _ �� _-��; � C - �� , �/ � � ��DUE aieir2nr � �� o `+�sio -- V ��. . � �� � _ �� one � ----- m � y I +48 00 .... P, ,� 85' RT ; . . . - TBDI � O --�� o � N a OOTRT . �00' RT '.. EST I7 TONS DE 2' PUE � ---_ 0715 � � oP o/ +90.00 � PUE , --- _� � ' ..' m � - _ _- W la000 na Ri° +os�DE esr zz sv �1 ��Fs', F � � ioo� er \ PUE � - 30.00 - - Z � 85'RT � _. �. -�-_ --- � ` m , ^, ^ +22.37 � � 4' PS � +72.80 -L- :�� � � .. , Z 0 � 00 85' RT Y . � 100' RT CL. B RIP-RAP � .. - � . � � � � . � _ � J �� '.-. 85 RT _- __ - h� E5T 2 TONS PUE C� p �U � > o � BASE� dITCH . � END C/A FENCE' � `� ST ��� � , ���� �� � �� � ...� 2 100' RT r I h . E5T 7 SY GT PUE -- � ,/ SEE DETAIL I 110' RT � 150 CL. B RIP-RAP PUE - ` 1' EST 70 SY PSRM �+21 94 � I +25.00 -Y18- � E5T 2 TONS � � V � ,25, RT '? + � JERETT MICHAO i EST 7 SY GT SPECIAL CUT DITCH PUE -- � � 0717 ` U� � , L 55+22.37 100' RT 23.96' LT 25 .. _ � � +60 00 �=- �,} +05.00 SEE DETAIL G PUE ` `� � -, ; +21.23 -l- - WILLIAM FRANKLIN :`y CONC� I� I u� 100' RT E5T 430 SY PSRM - CL. B RIP-RP.P - P �� � 125' RT DB 3171 PG 0551 . J a � 110' RT EST 2 TONS UE � �ND CONSTRUCTION -�y {�xi 'Pg_z� PG 190 'Zt�- # . EST 7 SY GT � _PUE �� � ` � N °' - , 3 ,-�,. ' � SPECIAL LATERAL V DITCH � � � �� -YIS POT Sta. 11+50.00 o- � �� - - ----_ _ ; � IAL CUT BASE DITCH SEE DETAIL F pU � � \C � � SPEC � � 2ETAIN ----- SEE DETAIL I EST 165 SY PSRM E .4 • � 1 �� ��' N ' N � _SPECIAL� . � EST 196 SY PSRM '�� �� � x _ � P ..:, � - - ::' _ ��_ _ - .. ,_ .w � � i _ , __ __ __ - ---- LAT RAL BASE DITC ST ? RSY� GT SPECIAL CU�DITCH � E H / � -- SEE DETAIL E / -.- Q' �i'f� _ _ M -, � - - _ _ __ '__ __ E5T 380 SM PSRM ❑ � 27 � SEE DETAIL D � �- I �L62 SPECIAL LATERAL V DITCH � -' ,`.3 �.�, - � i= 24.29� �S 55°io�53 E SEE DETAIL H � S � ; j zas.�� -�' MAGGIE SUE BOST 22 .,� � i DB 1540 PG 421 i � � ��� JOHN M & _ '� � RETAIN �- ��� .,r `, BEVERLY A HILTON �`� - �� �' � DB 2731PG 1756 ... ... J'�'� j 1 PB 2� PG 190 II ,I I _ � � _ -Y18- POT Sto. 13+00.00 , ll � nNOREw c a CRYSTAL A HOYLE - - � __ � � i DB 2034 PC 765 PB 27 PG 190 �- ' � III�T I RETAIN - _ � � IiF . - _ __.___ -L- _. __ __ _ _ , ���- _ Pls Sta 52+08.00 Pl Sta 64+6/.32 e�P''ry `� ,� ' R�AiN z� c E 6s = 0 36' 24.6" 0 24` l0' 39.5" (RTJ - - w ��� � --�_ _ _ ' �� � � Ls = 120.00' D = I° 00' 4/.0" - � ` - ' LT = 80.00' L = 2.390.5/' - w �� aNNa MARIE ST = 40.00' T- 1,213.3/' STEWART DWIGHT EUGENE TABOR DB 2131PG 535 i= J�,665.00� DB 2781 PG 1876 �� ��� �� PB 27 PG 190 SE = 03 PB 27 PG 190 R� _�2�• � \ DETAIL A �� DETAIL D DETAIL F TOE PROTECTION O� SPECIAL CUT DITCH SPECIAL LATERAL 'V' DITCH `� � Noi �o s�oiel �StER S'� � Hoe ro s�oie� 1 No� �a s<aie� r.om � '�ii 6�� oR��oee ��/ 1 < oe�n Sope ,�� ���5 �`�i Gro,und�� o� � pF�ov\e� P No�urol 1 SIOPo d � HQ � - Ground ,e3'� p t��e` d= 1.0 Ff. PSRM a.� Min. D- 1.0 Ft, d Min. D= 1.0 F. FROM STA. 75+65 TO STA. 79+00 L LT Max. d= 1.0 Ft. Type of Liner= PSRM - r FROM STA. 65+50 TO STA. 68+00 -L- RT Type ofLiner- PSRh� FROM STA. 71+00 TO STA. 71+59 -L- LT �`° �� FROM STA. 75+25 TO STA. 79+00 -L- RT FROM STA. 71+00 TO STA. 72+00 -L- RT Z � _ , A % �O Na 30 30Z PRO-VERITAS RE LLC DB 3293 PG I416 O PROIECT REFERENCE NO. SHEET NO. DETAIL H R-sioon e SPECIAL LATERAL 'V' DITCH ROADWAY DESIGN HYDRAULICS IN����s�oie� ENGINEER ENGINEER ••'�H CARO��' • o`�ZN CARO��. Na�ural � 1°� �FII `,O�•' ,�t'9��• �'2�'ESSI ;�9'• c.o��d ?�l � F� �s` sioae : Z���FE5510,�; •� :� ���F O.y •. ��' ��� � e� S` SEAL i e c` SEAL : _ Min. D= I.0 Ff. ; z���Z ' ' �; �z$$�3 � � FROM STA.69+35T0 STA.71+00-L-RT '��F',r�.NG�NEE;'O20P� �'•.�i�;y:,'�'GINEEOp�``'•C FROM STA. 72+00 TO STA. 75+25 -L- RT •,,T/MOTH'� �.•`��, �'•: RD A� M•` FROM STA.77+59 TO STA.75r65 -L- LT .. � ������ v.o�rr mncooNn�o i a e, uc LICENSE NO. F-�0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office o4: M MFo ao. >oo uq�ay-varino,NC 2�526 MACDONAID www.mo mac.�oMomencas V�NI�IQIVIF�CRE� SEE PROFILE SHEET 26 O � + p N 26•zq,q� W O O SAMUEL R& E�� z9�so� �iP � 34 RUBERTA L BALLARD • DB 2019 PG 1281 MARY CALDWE�L BEATTY 5 50�34�2o"E LARRY G& NO DEED REF 3g6.o0' GLENDA W SIGMON DB 29i7 PG 567 16 Oi `O � q'20" E 2 v� 424"E- EIP 55p3 29 5 A� -L- CS Sto. 76f38.5/ � � � -- `--��:.. - �S�'� � �� � � -�� . DB 3205 PG 1146 . � �...:. - qyna24 E ' -,,,, , . ,_,. , � DAVID LEE KINNEY >� � . ' � � c �99.45 O _ , . , � +45.00 � q � � 00 �� �� �`�����' �' �� � - � 100'LT +90.00 +25.00 � � Z - , - 85' LT 85' LT , i�� O 28 ns� �r � �oa �r �oo� �T � +25.00 +60.00 125' LT �25' LT ❑ MARK B & � 85'Li t15'LT �� � �r1o37 ,,-� �� B� 25�80 PG�1600 TOE PROTECTION �00' LT ��_ TDE DUE END C/A FENCE w i 110' LT ��� , W -� �s+ss.00 eecim cin FENCE -L- ST Sta. 77+58.5/ � � E c n � ccwN E� ���r + . EE DETAIL A SS r' , 7 S +05.W L 5 65.00 + 93.00 Q i W EST 230 5Y PSRM j �� +58.51 ,: ' W �' PDE PDE as• �r i +�s.00 ��a' �T -as� ir � C �--- R �� E �� \' ��1+^CESS P� 85'LT -8900 F .�� W N == < - II F H � < W R � � _. � „� ' � W � � 8 � EMO -�-__- . cr _ W N/ . �-�- -�� :' . �-�--,�--- E � . . � � _ r . _ _.--,--�----- ;� ��_ _ .�I-, . N c -,_ � T- - - - r���� ,� _ � _ - - _ ��' � - - - - -� - � --- L -- � _ _ _- � . _ . _- . . ._ - _ � � - � - � � � � � � - � � � - � � - - " O80 SEECDETAATERAL V DITCH,� Q _., - - - - _� - �- ��� 80 LQ' REMOVE -� TBDI � - ---------- -- -- � ,.;- ._ _. _ _ ._ TB�I � � . _ . . � . _ _ . .. . .�, , . ' _ - - u � __ _ ' .', _ __ . _ __� �� - exisnrvc aiw �., .. �'^ � REMOVE _ __ ._ _. __� __ ._ � _ ...-�. _ _ . _ .. . _ _ . _ . . _ . _...�. -.�. � -. . . . - Y! -.._-.__. '4 . . > .-...� - ... __ � _ _ _ .... , � - � _ ' � �� -�' ' " ,' s • --- . -� � , � � d � � � lii ! � - - _ - oa , , � �� � - - 0 � - � � FEN�E � FENC� . _ -- -�-' - 0806 +15.00 � +90.00 ; � 080 , � i 655' � � Q in �� 65.5 ._. . ��" __ -_--_----_ -- � `- < _ -_ F - � � HW Nv `- - ' C \ �----_- --_ _ N � ` -- ` < w c � ^ � PUE DUE DUE -DUE - pUE PUE J PUE - - P�E � E - TDE DUE-� 1 - PUE CL. B RIP RAP �, CL. B RIP-RAP +00.00 EST2TONS � ,�� �� �t�75.00 +55.00 EST2TONS +35.00 85'RT EST 7 SY GT �' �� � 85' RT 110' RT EST 7 SY GT >>�' RT 115' RT SPECIAL LATERAL V DITCH W � ��� V ��Q, RT 125' RT 725' RT 725' RT SEE DETAIL H Z - SPECIAL NT DITCH CL 8 RIP-RAP END C/A FENCt .. SEE �ETAIL � EST 5 TONS SPECIAL LATERAL V DITCH J'" _ r EST 14 SY GT SEE DETAIL F -L- 73+75.00 IEST 110 SY PSRM U SPECIAL LATERAL V DITCH J 27 � SEE DETAIL H � �,r.�� � MAGGIE SUE BOST � � � OB 1540 PG 42i � ��"'�� BM"12 -BL- � STA 68+02 264'RT ELEV.= 1043.28' ' _ Y^„�w" �'� � ,� -L- Pl Sta 64+6/.32 Pls Sta 76+78.5/ �= 24° l0' 39.5" fRTI 6s = 0° 36' 24.6" D= l° 00' 4/.0" Ls = I20.00' L = 2.390.5/' LT = 80.00' T = l.2/3.3/' ST = 40.00' R = 5.665.00' SE = 03 RO = l20' 'IP --- 1-38.51 84.84' LT '+06.90 END L/A ENCE . � T AEN � 85' LT J � 84.85' LT -L- 78+30.00 6O, ♦�L^ V �PES- --- - - CHOR a SPECIAL NT DIT H ACCES ' v, - L % SEE DETAIL D P�-. 3 807 /0811 18„ PP�'_-- --__ r � � � � ._ � - -- N,o•sza - _-_ W -� �6 �', _ �.. �P o.47' �ei�-R wi _ , . -.. o _ ,, s.z9. ��---�4. 7��R/w- iP� ..._--��i (%i � . - - _-_ � REM � ' _ _ °_ _ � _ 5S 4g- €IP ''. � _ _ _ _ Og13_ � - � TBDI 0809 REM��VE ,....__ __ __ __ __ __� . _- _- _- _ u,,.� O _ -' .��_ _ _ . - - - :� ' � � . .- - Ei . -. .-BEMOVE - _ _ _ _ _ __ _ - _ _ N O °ovEa� ^� iaa�vEo -��' -L- Q ' -;�r ° � = '` oveR ° ,,� .� � ,- � w �-- �, 18' 0870 -..� ,�. �, 0812 .� 16„ �'E� �` � .� - i - PPES - � � - � - � �PES ��� 15" SPECIAL CUT DITCH ' C � /Q +38 51 � �- � _ SEE D�TAII D ',16 081 �,t/ 85' RT . ` �C - ` Q +58.51 PPES , 5 � _ L :cEss Pr. i ENo cin FENCE \'_ --- e ers a r'� PUE - �- 75f69.85 ACCESS Pv� � -�.CH � �' (� PUE - - �' A �iCESS P . +5a.5� ,, ' � � I PUE PVE� PUE� no' ki - � I �-CL.B RIP-R4P ACCESS, � � EST 2 TONS i Pl,l�-- EST 7 SY GT � i BCGIN C A FFNCE � - P � � BEGIN C/A FENCE ��a �.. L 6�+8985 / - +00.00 / -L- 74+qp.00 115' R7 '�3 � END C/A FENCE� W +38 51 i F_ '� L 78+2371 7 tto ai '" 8EGlN Cia FENCE L i � i � � � . . } �.a � �` W i �i�^ 78+837I � „ I sz �; , � I ��� c� _ BLIRKE FAMiLY PROPERTIES LTD 'p I �\��� a w U �B 3015 PG 1032 31 � �'oNC � � _ TRACT 3 _ ` �.-? l,� ��a _-� 1 � � � � � � - ___ [�sr .�r'. ❑ , I N ir �a i� � � � � ��� I �I 33 I ' H SHELTON DRUM DB 3151 PG 1707 PB 4 PG 88 I • I � , � z PROIECT REFERENCE NO. SHEET NO. a DETAIL D DETAIL H �O� -� a-sioon 9 � SPECIAL GUT DITCH SPECIAL LATERAL 'V' DITCH � PIS Sf0 82+04.54 PI Sf0 90+27.50 ROADWAY DESIGN HYDRAULICS IN�+�� s<oiel I�o��o s�oi�� - - ENGINEER F.a / \ry� 6s - 0` 58' 30.9" l . L I ,.,, ..,. ENGM,IR _� �o o�pe � � Ls = 16000' D - l°l3'08.6" � ••., "` �'° � , F,�� �' LT = I06.67' L= l 52573' ,,o��H CARO��� � o�tN �ARO�iN J Ns� �,o��d oe°� D F\� �.o��d ?�l b��a�t sioce � _ _ : Z.'FE5510,�;'.,9��:� :�2.'FESSIO,�•.9��• � � D F � ST - 53.33' T -769.64' : o `.,• : • o `, _ M��. o= t.o F�. 6,� f� -�{,���.��� i` SEAL ' � ; 4 SEAL :. e SE - 04 : zttoz :: • ozssos FROM STA. 79+00 TO STA. 81+38 -L- RT Min. D- 1.0 Ft. . •, j : RO = l60' � 2 ` FROM STA.79+00 TO STA.83+25 -L- LT FROM STA.83+25 TO STA.90+00 -L- RT '��FJ;:,M1'G�NEE;��OPp 'S�/�. F'�GINEE�O��••` FROM STA.84+20 TO STA.86+00 -L- LT •.,T�MOTH� ��`��,, ,,��yqRO A�•M •` v.o�rr mncooNn�o i a e, uc ,"„' LICENSE NO. F-�0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office o4: M MFo ao. >oo uq�ay-varino,NC 2�526 MACDONAID www.mo mac.�oMomencas VM�M�� s 3z°i6,s7• E SEE PROFILE SHEET 26 � 3I6.6 7' � _ 37 �� o aEo PiNKNEv Ross -L- SC Sto. 82+57.87 L , '� REBECCA A ROSS o 51 - � DPB239 PG 349 O O DAVI� L DELP -L- TS Sta. 80+g7.87 "� � oe 3264 Pc we 41 ro SEAL - 48 � N 3q�q� ���� � PAUL GAITHER CALDWELL, JR � ��^ - iea.oq� N7a.qi, 9�w & PEARL N CALDWELL FLOYD YATES MCCALL S9��W DB 854 PG 540 � 6z,5G� D8 1112 PG 61 25°�-3� LIFE ESTATE � � 6•65 N DB 2065 PG 336 . Z 36 39 ,� " Zsn-;�• � M� � r z. 0 viRcwia � �, i � � `° �gg.z; w � � CALDWELL ESTES . - -= - � DB 942 PG 285 ,.� � ) �J �z '. /' BEGM C/A FENCE _ �r m A _ W P� � WHITE }, �_ +00.00 ^ ' MARLENE4BLAIR HAONVEY�o, Qa I� �- � +95.00 �^ ` '� �'�Ty �`�', �' BILLY A �� - 8SLT � . h W � .�y p_ ID5 LT L- 90T95.00 � 2 �B 2666 +1000 DB 2065 PG 336 , - N P� ��aa +�ooa � 85 �r �� ,, ' �� 5 �- � N , +14.00 ���� ��., `, �,z � 85.32' LT `�� �.' 110' LT i +65.00 85' LT - ___ .- � I N 85' L 'P 5 SEE DETAIL D � �-r . �- . � �: 115' LT � � , \� � �� +50 00 � '�:rn +85 �L�T 85�, LT 710' LT - N ,`9„ i�HV.D 4V I I .:' � AdC SPECIAL CUT DITCH UE 85��S,oT ���� '�, �," �� BS LT tND L'74 FFNCE "�,i - � ,� � � '� o9ot 6� ACC g µ� � _� , ' tto L7 _ t ' �i _ -L- B 00 ,� ' � -- i � PUE ��% �- ... +9� �', i.:.rG � . 0., �� l2'ACC�� i � 110LT BEG183+93.00NCE ��-'pS1E �� ,i���� c :�� ; .�.� ,�1.�-:.50,ACC � PUE� W (I� (, R t-. �� ` +65.00 Sc-c 5 PT. ' C � 5 � � .., � - _'' -�- 8S LT � � d s . CHOR T` - - � � �80' LT � ACC �5 PT. . � �.� _ _ - _ _ .� � � N _ __ � .. __ ��, � S C � -i ' .- - - � . � � `' � � + 67.87 _ � .. �� � O F�- `�' � �--� 09 . N _ � �'� � �� , - �SEECDETAILODITCH _ � � 0920� � � : .Y , I R .., �=� E�� � • � O _ REMOVE _ 15' P E9 . I 85 LT .., / ..-C ; c^?` � .: `- �- - - - `� ♦� � �. .. � W . - _ - _ � xi n� m �. . - - �_ � 0906 - � ^ � -- . . . �..- , , "-� � � f C 0912 'i. --. -_ ,- �-- +50.00 . PP ES - _ --_ _ .. -' '- _ '. � 15" /t '�� � r � 'GRADE .'. � � ^ o y ^ � � O �-.. _ - .._ ..':_ ` `, - --- -�REM .J �' ��-_.- . "'' � REMOVE - -- ___ � �� �� - � -- � _ __' . _ + � <�� _� --i� � 15„ PE 85' LT ��_- � _� _ + - _ - _ _ _ _ - . _ " _ _ - _ _ - _ _ _ - - O V E _ - _ - - - _ _ _ - -_ _ _ _ : - - _ -_ � - __,_ . -` ` _ _ - - TQ D_ KAIN �. "� ' � REM OVE ___ � ----�- ___ 090 _ �„ REM _ - - _ - _ - _ L O -f � � �, -L- -- �' 090 ----- _ _ � _ �- ------- - - -- -- ag�b REMOVE -' - '- ' ,� - --�_�_ _-.--._ - ___ � _ __ _ __ - __ _ �� T.� N 1� � � _ _,:._. _ __ ___ - _ _ - _ ... _ _ ' _ � _ .. I€i', a , ` ' __ . _ _ _ _. _ � � - - _ ,. _ _ _ - _ _ _ - 0913 - _ _ _ _ __ _ __ _ _ _ _- _ - _ � � --EP. _ ___ _- . ' _ _ _ _ _ _ - - - -- - '- _ _ _ _ _ _ � 090 '� REMO_VE _ _ _ _ _ _ _ N - �.._ __-__ �� � RCP-1V � .-'. �'nN-Lcp�w �_i.�:- -.. IP - .. _ .. _._ _ :.. ..- . . .TBDI - _ _. _ _ - _ ___ . ^V _- -� r � �i�.- - i ' v _ J V ' Q-�� ,�'. .._.. � � �� REMOVE � ' EiP � , � ENT) � , 3'� TB8 'n EIP -r�. G R . �, . _ '. ��� , i �_ � �- � � . � . � . ,p( �. , 091 �� � . � � I < 090 I� � > N a � � � - L� � i,ENO C/A FENCE PPES 'Ih EIP � " . � ,Ei �� -"' SE/L . � �"� a 1,��' _, L- 23+15.G0 \ / , , . . 1 • �� • . o _ _ ABAND. �- -. _ _ _ (�i�: _ --- _ L 091 ;.. 43 � � � C CHORD � (0�909� 165 �� CL. B RIP-RAP � ' . N 6 .' '�,-, 091 , - A �--- z J rY � 090 5�, - �/ ; EST 2 TONS �, �� . "- l�::, �- a ' Bl G187-/66.92 NCE-.� .� `` � P ES �15' �� -- 44F� _ J � _g� o9i9 _ -� G -yc� . EST 7 $Y GT � PUE +97.87 ' �7 f �� � � PPE _ �� `,.i.,. +40;00 0914 i a p ..- � ' .. � -' � w � PUE SS' RT � � 0910 `:. 85' RT i15'� �� � - - R +90 00 ' � _ ~ �. a �,i,� -., � �. W � S� P7. , ' - �� - FENCE � . � � ,� �'�. 60'ACC S • � � � i�/ - � 85' RT �_ � +97.87 E �.._ � � � �L g�+4/92 ���' .. �-'PUE � � P� . +25.00655 120'RT " :'� -- � Z see oeraa o no• er PUE AccEss ? DUE � ��D cin F_FNrF qccE s< P7 DUE pUE PUE DUE PUE " � J SPECIAL CUT DITCH J - PUE CL. B RIP-RAP 85' RT \. 57 87 �- PUE '��,.. _ �� 0915 Ct S, � . BEG/N C/A FENCE +80.00 -- J + _ _ FENCE 2 EST 2 TONS 110 RT UE DUE DU�+ � -L- 89+45.00 +75.00 85' RT � EST 7 SY GT U 35 SPECIAL LATERAL V DITCH � ^� ��0 A4 �' � +30 00 130' RT �� .`� SEAL � - 55 3 � +aa o0 6 V SEE DETAII H �� ,�� WELL CL B RIP-RAP 8S RT � i y -� ABAND. 85' RT - GLENN A SHERRILL �� �� m -„ , CL B RIP-RAP DANIEL T& 100' RT � ��i 110' RT _ DB 1972 PG 489 � , _ � EST 2 TONS 1 J - ��, EST 7 SY GT « 120' RT � ` +50.00 . �' :-,EST 5 TONS DEBORAH A 116 RT SO �� WE �� � PB 34 PG 33 `\ ` �� - "EST 14 SY GT - 85' RT BEG/N C/Fl FENCE MALILTBAY - '\ PREFORMED �. '-. � \ 110' RT �� D6 2059 PG 1209 `r9. SPECIAL LATERP.L V DITCH �� �, �;_ SCOUR HOLE �-��PATRICIA C ELLIS - � L- 84+58,00 OB 2095 PG 1980 .. s SEE DETAIL H SEE SHEET 2D-1 r�' 116' RT \ � DB 2034 PG 1938 � �. � �`� \� 43 PB 45 PG A6 END 88+85.00CE � � .. .. _ ,r,' . o , �� �i86.90 ..� ., � . .:. �'�. �� e, F PB 56 PG 49 � -, �� � \ 45°ii� � � 38 �� .� \ � FLYNN L& a 47 49 �� � Na ` � �� � � � A JOYCE ILOFTIN °a,� `�'� 45 � � I � DB 2002 PG 112 � � � cr' BURKE FAMILY PROPERTIES LTD � ��� PB 40 PG 153 ° HAL B& � STANLY T& _ KELLY MOOSE - � � - DB 2657 PG 1058 DB 3015 PG 1032 VICKI C SWANSON � �� �� �� � �' ��� MARY W CALDWELL PB 56 PG 49 o, Q '. m , �� ' S 38°91'31" E ., 58°91 31^ E �� � � � DB 2606 PG 830 � �' �6� - DB 1386 PC 676 � 34.6q� -- PB 56 PG 49 s 52 e � � � - - - LABAN WILLIAM HELDERMAN � _ __ � 6FD �� �B 1294 PG 897 � I _ PB 56 PG 49 i� 0 3_ � . _ _. g �. w ;�� �� � � � DANIEL & � � � P �cs PAMELA STONE n o �B 1960 PG 717 �� PB 38 PG 209 L Q/i N�- -L- -YI9- PROIECT REFERENCE NO. SHEET NO. Pl Sta 90+27.50 Pls Sta 98+36.93 Pl Sta 18+7772 a-sioon io �_/8' 35' 58.5" (LTI Bs = 0° 58' 30.9" �_/° 36' l37" �LTJ ^/ ^S ROADWAY DESIGN HYDRAULICS � ���.3'08.6�� Ls -160.00� �-����'187�� C 5-+-00.00 SEE SHEET NO• `�+ ENGINEER „NGIN,IR,, L= 1.525.73' LT = 106.67' L= 159.55� -Y19- STA 1 ••""�"' � T- 769.64' ST 53.33' T- 79J8' M%TC H�-� N E 15+00 •`� �H �ARO��' • .`'�ZN �AROli • � : ���� E551'. 1'9�� �'2�.��ESS10 N'9��• {� _ �i,7��.0�� {� _ �J,7��.��� GAYNELL MCCALL '. - ` PES g,g���g"E ; o`' �N`:, ';; ; oF N� '; SE = O�F � 69 CALITHEN HEIRS j�� I I -� 020 � w� REMOVE 5�'`gg35' ` SEAL : ` SEAL _ 2014E PG 139 RO = l60' � � �zza,3� d i�, o� :, znoz � 5 '; ozssos ;: �� K 46`51'09" W DB 627 PG 224 I ,� I II I'- � n.- +70.00 'y t F Pi Q. � E P.' � 074'EIP � I - 50'LT :;a"'•;✓GINE;: �O: �'.,�i�;•.'UGINEE: �,,:: Pls Sta 105+53.70 Pl Sta 109+04.95 cL as.00 w„ E� , � '• s ° '' ti °° `P Riw P i 65' �i ., ,i ��r`� .,qR M,. 6s = 0` 38' 03.4" 0= 6° 34' 23.5" (LTI � so� oo � � i I�I; . i i" 5 6z�919 E ' M0� ;:,.. '�•.°,� ;.,�••• �� Ls = I20.00' D= I° 0 3' 2 5. 6" �, 82' "°n �„`°°""`° a`«` LT = 80.00' L= 62/.80' � i ��E�SE �� F 0669 �^� �021 DOCUMENT NOT CONSIDERED FINAL 65' ai REMOVE i�� ;,a9 SPECInI GUT DiTCH b$ UNLESS ALL SIGNATURES COMPLETED ST = 40.00' T- 3/L24' 06 eo Rr �, 6z E'P � SEE DETAIL D R= 5.420.00� � O d PES � HOWARD TRACY DRL1M Prepared in the SE = 03 b� I z +0000 DB 2008E PG 1209 Office o4: M o � DB 448 PG 398 ro so.>oo NORMA TUCKER MCCALL ^ �.I� `� z 65' LT 66 mncooH w FU9u��o ma�.�o�✓omes�a. RO = l20' � �� � � � so� �r , M DB 61I PG 357 S ""'""" ° \ DB 1485 PG 136 �� Q � � p' PB 21PG 292 A �' SEAN K DRUM Vl�I�T(7� e ' W o DB 3206 PG 1043 -g°�p36 I �--' � PB 59 PG 117 �sz.90. E � as°38'U7• W � � I 51 � i9o.sq, g: i � SEE SHEET 2B-6 FOR ISLAND DETAIL � �E� � � N 46°3&�07^ � � � '�_ REMOVE ��53 ¢ � 65 227��e W� W �oza ��0 2 AI -Yl9 PC Sto. 17+97.94 12�E 5 6�z.z5' wl SEE PROFILE SHEET 27 & 34 O a REMOVE 5 68°53 y, � � +32. `�� -"EiP o'2 z _- _ gFGIN C/A FFNCF_ 5 6�53 �� ���a o O �Oi U� - NORMA TUCKER MCCALL p o 3�62 �'W i�� ^ -- ��' o O1 DB 611 PG 357 -I- ' -- P ��P � �, � c� -Y1�9- i 518+ 00 80 3g, �2- 63 o n� �a DB 1485 PG 136 O --- tn � I P� PESA 0= 312• E � PB 21 PG 292 O - v, c_ �A�' S 68�' s ME�� O oN JERRY W& 5 53'�2"E pccEssi��'9��v���n LARRY DAVID� �m REMOVE _ 6� � PB 5 ' DRUM JANE GILBERT �� _-- �� c DB 2717 PG 1060 - � pm oe i3e9 Pc eae -L- ST Sto. 99+43.60 _ 61A a O PB 59 PG 117 � END C/A FENCE PB 19 PG 93 +65_00 �� ,I i I�o �_ +9794 w �� �4�58"51.W O' -L- 92+60.00 SPECIAL LATERAL V DITCH �� BEGIN C/A FENCC +97��� = i(SV � AN ES 65'Sl' � ARRY � DRUM -L- TS 5�0. ��4f7'3.7� 35� v SEE DETAIL H "' P -L- CS $f0. J%fS.3.EO -L- 99+25.00 ' . ��I Z BEG/N C/A FFh'C. ABaNO. �r - See oFrnu H � w �'' C , io a� � E���T M DENISE � WRiGHT,. DENiSE D WRIGHT L � Yl9- l8+15.00 DB PI7 PG 1060 ,� 64 � SEAC o +60.00 +95.00 SPECIAL LATERAL V DITCH � �y� +35 00 " DB 2717 PG 1074 . SEAL �" o _ - '- ��` 50'LT =-DB-2719��PG 1291 N°� PB 59 PG 117 , r� L- 93+200G �� � F Q 7, - n.� PB 59 PG i❑ , N �' < __ --� WELL � s ND C/A FENCE �- bS LT ABAND. S Ax E� 110 LT 170' L7 END �/A FENCE +65.00 '• F- � 75' LT LARRY 0 DRUM �� ANDRA AR�AN t,�.G'N C/A FENCE CUT DITCH 4 . ` o � ^ N 5315992 "W 53 aX�E SPECIA3AIL D � � N 5. 4I�i6" W 21�.13( 0� 41. qaeR9VarE R/ a If- �� - - � JUDY S DRUM m N SDBE 3I 4 PGIC518 L lOhf87.00 105' LT 105' LT o bl ti OB 3i55 PG i250 V,J ' ' `� i7 E EN ) EiP e -L- 98+65.00 - c� 70' RT �� ��J � � PB 59 PG II7 � $C SfO. IQ,Sf93.�Q __ �� WELL SEE DET O � � w� , � 3 +20A -Y19- �. WELL W e1P�' °,;. �sol7 9szs Pcssw \ I 3�' P_ Yl9- T Sto.19+57.50 sEAL +�s.�o 19.1" N 28� P$ - 2 " DIXIE STECK 54 CHARLES P JR & 55 � 6 63 "' 9 W i ABAND. 85' �i --- ND EN DB 2701 PG 247 � ,Q� . � TON W & ., . � 25� CIAL CUT DITCH +6 IP ;' � �i �, � ,.., :. . : 95' LT -L- 105+70.00 . � (n = m,�, KAREN FRESCO � DETAIL D , = N : � �=�R.�, DB 2973 PG 1461 • ,_- , CHARAOK RE �` 56 DWIGHT V & , N BELLSOUTH2g `"y� �.�..SEE +90.00 -Y19- � �N. �i' I z 50 LT :, _ - ,:. : 120'LT +1000 . .:. ::..+ BETTY JO , �,58 9° _ +2.00 Y19 .. .��' t� .,��• L L E „ �� �� � E C/A F C PUE ' � �� � ' � . _ " �DB 898 PG 410 i _�� � 80'RT � � >.'I � 85'LT _ 8512 LT ��. • '� W � CALDWELL �� ,.., ... .- ., DB 20iIPG 53 TE EC MMUNICATI 5 INC _.._ � .. I I �.,. C. 0 L7 , ��-_=`-� �" 95 \ � W ACCES � � - PUE P r � �... _ � 580'7APER � m _, � - - - . 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V ip@�fAL CO7 . _ _ _ � usc� __ _ _ _ ._ � .� � � --' � _ _ _ � N � � 6�� - V � +95.00 REMOVE _ _ _ I - _ _ __-_ E O � = SEE PETAIL D V REMOVE_ _ � CIP REFIOVE � :._ _ 65.0' _ �- � .. .. - - . _ _ - _ �. . :;-Y�J � Pt+38.00 Fx .�•� : �.- �:; .. . 1015 '�� ^ G 7019\ +93J0 Q I .� - R REMO � ��4Z5' RT � BEG1A�' C/A FENC€� � Risr a �� /6'� � '' �' i 85' RT � � �� ' ....... �� VE��.ZO'R ., EM VE +n i W � ...P E ..... - �.._-_ -=-� -i 20,�R - +8360 -- � +gS�Ro-- + �F �\ � i a -� p�-�� 1073 ' -�-� f-> � ,., °' ` � . ,.. _ 92 85' RT ItETAIN 75' RT - - � I � �PPE 15 �� N _ _ E sn W ' 85' RT W 24, � " - - - _ _ „- E 02 � � � - + 73.70 1017 PPESn � C - , O 1�45.00 +85.00 � �- 1007 f ` . �' ... _. .... RETAIN � ., �� /`�.�\. '+2� '�� Q� �� +SI�.BI Y19 .�I� � 85'RT +7370 �- - �,. J � ' °a +�s oo _� W cHORo � � ,-., � � V �"� _ Z � ' �oo• ar E �-E � - ` E E- I ��r. L. B RIP RAP CESS F7. J 85' RT +20 00 i� 50.00 ���F�= PT..i AC('E�S �PT. �85 RT � AC A$ 2 = --_- t00' ei �' as' RT . n0' RT ELD 96+5�4ftCE PUE -� 2e7aiN' I BEGI��NOTFOSTRUB ATM � //� � � I o2 d I Y I N a 9a' � UE PUE PUE 115 PUEEsi 5s0'TAPER PUE � PUE � TDE 9o�ar _ � I�� c ��� � i RETAIN - � _Y 9_ 1 °,' :...' +85' R� +60.00 .i OS 00 � � ��� � . 550.00 i II � '� .;: +70,00 =� � � , .i�� � ,� �� W � ,so a1 �� � � � - = 1 �� � l LV ,,, .... -L- 97+�.48 �y .. f� 150' RT 85� _ ,I � \ � I � � RT I. I ' .... I, Y19T I w .:u.G ELD I03+80.00C� - . � BEG/N C/A FENCE Z ENERGY DISSIPATOR CL.6 RIP-RP.P� � - `� � � CL I REPARAP (SHEET 2D-1) EST 14TONGT 100� RT 100� RT ' S7 DO NOT DISTURB�,�SIGN� \ / I" �„ C�.� � ioa+4o.o0 ' +ya �o 9'�N '��_� : -�CL. B RIP-RAP � - 115 RT � �. � � .. 130 RT �� � I O � '.� ',.I � � �,- "-- ' � EST 2 TONS - T � � DB 2034 PG I438 E57 t0 Gv ooE � PEA RIDGE INVESTMENTS LLC �@ � �� �/ � � �_ , � _ �__,_ _ ESi 7 Sv Gi �� ��''`'� � �� �� �' �L PATRICIA C ELUS EST 50 TONS 130 RT .; � _-_.. EST 40 SY GT DB 2390 PG 452 ' \y +22.6 Ol =I ,;.- � I �.. �50 pB 56 PG 49 � PB 56 PG 49 � �� / I � � -. , � a _y�g_ y� �END C/A FENCE `�s ( ) " � � 80' RT � �� � - �� � co - - - � � . -L- 105+97.55 l�� � N ;� SPEQAL CU7 DI7CH �' I. 1 r I / ' in d� C� � PWE�. _ 1025��. ' -�SEE DETAIL D - .I F. J . oo�oT-a�ruRe vacuua� �� �� ,' q Fs +so +ao L- POT Std. 101+ B�Ji - 60 i � O P , � I M�° � sPean� cur oircH ' ove w �''< �o- �r -Y19- POT.;Sta. 20 `32.18 a� , , ,� SEE DETAIL D REM ` - � L A W L GPS R3IOOAB-9 �?\ �I I , � _�_� ��W ARDB 95 PGLD�E i � 52 � �- ���RETAIN o � i . �� � �. . .._ PB 54 PC 88 � L LABAN WILLIAM HELDERMAN � �' �- � / � , �' � � r.-,-� . OB 1294 PG 847 �� �� . � - - - -- - � � w ¢ I - �� ��i C � - s �- _ _ PB 56 PC 49 ��� �' � a , � Q�; � � , Y, ❑ „ � � � '__-__ � ^ _�_.' _ � � � - , . W . . � v C � z � i � � O I I c�, I' _---_---_ � . v � r ' x 60A _ - - - - �P , � END C/A FENCE P 5 x i.l �.,�_ , f��' -v19- 23+00.00 'i� � � � �, ��^-^�� -�. Q � _ LARRY E CALDWELL et al. n - _ DETAIL D DETAIL H �� - ioz6 i � oe 9i5 ac oea ,> rI `- II _ � SPECIAL CUT DITCH SPECIAL LP,TERAL'V' DITCH 'I DO NOr DISF(-/RB WELL � �� I,- +50.00 " �'£ L� ,,-. i ( Ha� �a 5calel I No� �a smlel J' I 50' LT ¢ rro�� � -�� � No� rvl � � G� He� S�IoPe � -> _ i --- I II � W - � c.o��a ��o F�o How.ai � p� °' rai BM"IS -BL- _- � FiP �� I' i� 55'So' E� 60B � � o c.o��a �o p F�aa` s��ae STA 294+34 403'RT +u.45 - - � � Mm.o= i.o F. s 6�° LARRY E CALDWELL et ol ol/P' ELEV.= 1063.g�' N 58°30'S3'W 30.00' '9B R�W N - II i S 58°OB'33"E 256'fl9 WB 96-E PG 481 I PB 54 PG 88 � 394.28' +70.00 '0 � 2II 278.98' � FROM STA. 95+50 TO STA. 96+20 -L- LT Min. D= lA Ft. N 58°30'S3" w . � Eip � FROM STA. 96+75 TO STA. 98+25 -L- LT EIP 2R.II' ROBERT K& 50' RT � ii ', � � �0 FROM STA.99+75 TO STA. 100+50 -L- LT FROM STA. 96+20 TO STA. 96+75 -L- LT KAREN M WILKINSON 73 80' RT � ^/ ^�S ��� FROM STA.102���00 TO STA.103��00-L-LT FROM STA.98+25 TO STA.99+75-L-LT DPB 40 PG 1075 Y�A_ CTA���� 2L�'�' �JO.00 SEE SHEET NO• `v FROM STA.102+00 TO STA. 102+50 -L- RT "� MATCHLIN � * PROPOSED SIGNAL e o FROM STA. 103+50 TO STA. 106+50 -L- RT � mC� FROM STA. 15+00 TO STA. 18+00 -Y19- LT Q: ` FROM SiA.21+00 TO S7A.22+75 -Y79- RT DETAIL D DETAIL E DETAIL F � SPECIAL N7 DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH OO � Na� �a s�oiel 1 No� m scaie) 1 Ho� io s�aiel C'1 /� F,o�, `�,d Dnch Gmund�� '�'I° `-1- � �� � slope G�ound �'7 - A.\ ne� �Slope Nafu I 3 p.1 �� `Slopo J,.1/ .vp\T, do,e� D F�° "'G,o��d �"�e, p Q�° !i Min.D= 1.0 Ft. B d �� Min. D= 1.0 Ft. M'in. D= 1.0 Ft. FROM STA.107+00 TO STA. 107+75 -L- LT Max. d- 1.0 F+. O FROM STA.106+50 TO STA.106+75 -L- RT Max.d= 7.0 Fi. Type ofLiner- PSRh� �+ � FROM STA. 714+75 TO $TA.115+50 -l- RT Type of Liner= PSRM g- z.a R. / A FROM STA. 107+75 TO STA. 109+50 -L- LT �� FROM STA.108+00 TO STA.110+40 -L- RT FROM STA.706+75 TO STA.108�F00 -L- RT I I / / 68 � n6 � 5 e62��5 HOWARD TRACY DRUM � 0q5a� � �9� �B 2008E PG 1208 - DB 448 PG 348 - _ 78 / 79 x� RECIL H& FRANKIE 5 DETTER _ DENISE D WRIGHT & WANDA D EADES O DB 2301 PG 869 �8 i939 PG i323 - � 0 S 63'02'42" E 5 62°5537" E� I • 199.03 EIP 28.09' W I EIP � �5 � OLLIE GERTRUDE - DETAIL H DETAIL M I SPECIAL LATERAL 'V' DITCH LATERAL 'V' DITCH �No�ro Scvle� �No��o S�ole� / � �� NaNrol F�II NONreI 1�� �FII Grou�d �� 1� 1"iFt Slope Ground `�'I f D ��o��g� Slope d� � � Min. D=1.0 Ft. 1 Max.d=1.0 F. Min. D- 1.0 Ft. 6= 5.0 Ft. FROM STA. 110+40 TO STA. 112+00 -L- RT TrPe af Liner= PSRM FROM STA. 112+15 TO STA.114+75 -L- RT FROM STA. 709+50 TO STA. 110+90 -L- LT DETAIL N STANDARD 'V' DITCH � Ho� io s�oie� NoNrvl Na�urol Gro�nd z.� 1.1 Ground D Min.0=1.0 Ft. srA. na+oa -i- er O � E:iv PROIECT REFERENCE NO. SHEET NO. R-3100A 11 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .•`��H CARO� �' .•`�tN CARp��'. �Z���FESSIO,y'/.Y9,�• �'2���FESSIp,�N'y,�' !,�' l••� SEAL SEAL 27702 : � 025503 i f2; . . : '��la�"'�!✓GINEE:��OP: 's�i�;:,'t'GINEE;'��q'C� ,,��'!/n�� n.,o , ,�yAR�u �:�Moo ,, MOTT MACDONALp 18 E, lLC LICENSE NO. F-�0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offi e o4: M M Fo ao. >oo mo uq�ay-varino, NC 2�526 MACDONAID www.mo��mac.�oMomencas V1V1'1V1Y1(.7 L1�GGL SEE PROFILE SHEET 27 BOSTI MAJOR DB 854 PG 343 +10.00 8� 83 Z �� SE FEN E 85' LT � ' W� ��a� �T BM°I4 -E3L- JOSEPH BRENT MITCHELL ANDREW P& E�O. +70. 0 tt5'LT +25.00 +as.00 -L- ST Sta. //3+35.5/ STA 312+92 184'LT � DB 2683 PG 1496 LESLIE C HANELLIN � � �65.5 PB 65 PG 180 - SPECIAL LATERAL V DITCH 85' LT 710' LT ELEV.= 1044.72' O � SEE DETAIL F W W 110' LT 175' LT +50.00 DB 2818 PG 74 =1.� � esr i90 sr rsRnn � I izs ir TDE TDE »s �T L- CS Sto. 112+15.5/ +90.0o Z W +50.00 SPECIAL CUT DITCH �� ' � 120 �T +35.00 � ' +25.00 �� � = 95' LT , I AIL D N o � EST 14 SY GT �80.00 - �- $ � o'� � 135' LT 8� /� - +70.00 ^' `" � � �� LATERAL V DITCH CL. B RIP-RAP B5� �T - 85' LT � FENCE PREFORMED � 65S' SEE SHEET 2D-1 � " " � ��. 100'00 � � � 11Y LT � SEE DET EST 110 SY PSRM '� SEE SHEET 2D-1 .,- 135' LT W v♦ / I�, :. � I -,g0� LT SEE DETAIL M Q EST 5 TONS 110 LT�- 13S LT -- { SCOUR HOLE SCOUR HOLE U - Y _ 35.5/ PREFOR/v1ED 85 L7 � � � q� '�C5 E5T VO CY DDE F- FENC PUE . +00.00 ��� �/ PUE � W � PDE �25.Oo ¢ � as si as �r Eroo c n FENCE W E Emo c�4 FENCE+�s.00 ,, PDE � � J �� -�- i�s+a500 2'�.� � Z e5��r ��- ��� -PDE b5.s e i +usi g� no��r w (� C � :. ', L- �08+75.00 C � PDE � � ��o �r � FENCE 60'�� i _ PU 'IPUE ; E Vi --- � � eEciN an FENCE a _ - as� �r _ E PDE f cEss E + aa o0 _ - w � - u, �. , _ 6 0 oo.ou - _.-_ 1 �. .15� L- 109+35.00� - ' i -- O '� ' � � :.. � .. . lla4 -� . . . . �H RD ... 1R, b5.5' -. D 85 Li 66 ,4CCE f�T _ __ �- W 1115 PT. 55 � %�-------- � N ----- ---- , N O ,t � .. �� \� EIP � 6 i IPECAT 1 F REMOVE `.. . / , ._-_ IP v�r_ _� � 1 1 Yr ST ��:115G72 =L- LT C ,� IS" PPES '� YY -� EIF �-,,, � .IF��.. 1120� # �� . -'. EIP - T II . _ __ _ - . . _ . ._. �. EXn18 RGP � . _ Exisriuc aiw � , � .-� _ _ +.:. EGIN C/A �ENCE mo _ -_ . _ _ --_ - - -- _ Ei� � _ m M _ _ , , �. ,.r �._. _� _ 2GI�. N ..15" " 15,,._ � ,� '.'e r�.���_� i , o _ �� _ _ _ 1119 _ . _ ,. i :.. _ . _;' - 118+95.00 � -_ �II � , ______. o�� -. __ � :�._: � _- � GRAU350 � � . �._ - -.. = m .� .� ����..- � BEGI� 58 at`�-- �. v � \ . . � .. � � = - - - _ - - _ _ _ - _ _ - ', - - _ _ . � �. � REMOVE `r , O REMOV . - _-�- N _ . - - .. - - _ __ _ . . . . . . _ _ - - - _ _ - - - - - - - - - O _ > � � ' � � . �.� � - � . 109+25 -L- L7 �'(� 1107 - -�r� - ` � �: ; � 1114 2GI 1117,2GI -� ' O � � __- _._ _. . . ..r ---. -- _ _ - - _-- -- _ -- _ _ __ F 1 . . .. . - � ��. _ __- - _ � �U6, \ � 1101, Dl > ._ - , � -. , '. _ _ - - - _ '� r„ . _ - - _ . _ �� �n�_ REMOVE 1105�TBDI.. . - - 1108 � �' � 1173 .' _ - - - `: - _ - ` ' - _ _ .., L _ - � - REMOVE EX. 24"GMP DI '� � ExsrNc aiw i ' ...- - � � - �, ��� �� � � , . - ,� � � � Q� SPECIAL CUT DITCH .� 1103> " � y.. -.- . ��� . � �� o REMOVE _ ` - . . ._. .. 'L^ C _SEE DETAIL D � +95.00 V 84.3�.� . TBDI > 9- - - � .-_ ' S I"i A '� _ /� 1702 _ EI � a a 5T 2 RTONSP r � 1116 -- - ... � 1�:� ' �� - _� 655' .- _. �.,- .�� . -Lo U4+35.00 SEE DETsriNc a w�,� - __ _ ' _ " � -._ c. . N � � � _ FENCE �� E5T 7 SY GT FENCE _ .� � � � � __ a' .-... _.T 8.08'_ 1109'^, � 0 +a0.00 END �/A FENCt J6. ` SPECIALAILDDITCPPES � 1178 ,�� � � �` � 3 oPPES � � _ BL-45 t� FENc E�P � � � � 6' � �/ � � � �� , ss� ins 60.0 � F � _ �lsr -BL-46 a 9� � -- is„ � � � � � ' -�- ` ,, � I � � -�oao -= a� I �nzi � IPUE --r -_�_ _ R �` _- ._-- CHORO - - ` - -�- _ � 5& RT ---_-_ R 9 q��' N W -PUE ---- CLB RIP-RAP +35.51 W � � � � -__ '� `� � D(JE , 1106 85'kT 60'ACCE55 i. I 60'ACCc�S$ PT. �, ., _ :� C J CL B RIP-RAP EST 2 TONS +15.51 �� pUE PUE EST 7 SY GT 85' RT - PU� PWE��'�� Z Es1 z roNs +zs.00, DUE- DUE +eo.00 - - P�E � ��� ACCEss r�7. I 2 ne� Rt � tt s aia-aaP -DUE ios� ar � , ��. � ;U �s�,� PUE; �-- PUE � PUE l00'T Q �VE ;� +35.51 85' RT � SPECIAL LATERAL V DITCH +70.00 �- EST 2 TONS � 105' RT ��� ._F� �.PLE � `� � W U EST 7 SY GT 130ART R E o EST 7 SY GT � 125' RT ' f � W + 50.00 � 7 +05.00 '' - . _ _ _ ..� � a N � +85.00 ' . L SEE DETAIL F 115' RT E57 155 SY PSRM , 1 +30 00 � SPECIAL LATERAL V DITCH I - O �\ . 120' RT 120' RT � �� �, SPECIAL L4TERAL BASE DRCH g 705 RT N s� SEE DETAIL H -..�: �..�- _ HZ .... 4 � 130' RT 130' RT J � BEGIN C/A F[NCE SEE DETAIL E �� _ . SPECIAL LATERAL V DITCH �� ,,. _ -L- I06+5/.54 -- EST 320 SY PSRM � 120' RT o m ` :� N J' . �Zp� R7 SPECIAL LATERAL V DITCH a N � ` ''�, �. AIL H - V� ELMER UDEAN & BEG/N C/A FENCE i � �� EIP ;� � '', 130' RT SEE DETAIL H s � . SEE DET ;' NANCY B BURKE N �.� � \ � L�� DB 2718 PG 935 . L. 117+05.00 5,6°20 54� E r, . 77 .... � +35.00 DB 62 PG 137 � � v � � �' �� i STANDARD V �ITCH - 85' R7 � � �\ iSFD � _`" SEE DETAIL N - `�-� 105' RT -. 5 66°DB'39" E ��` �� END C/A FENCE `- r ,� VICKY CAMPBELL WHITMIRE �•, EST 5 CY DDE 125' RT �'..--�'�'-'�`'. 172.4z '��' ��. �� -L- II9+42.78 i � � ' �i� DB 1380 PG 314 .` � ___�._____ �-�_ :_ __- ._ _EiP .. - . „ :,,, � � r � : ,: /� � B J__.___ � . \ SCW . � i. DB1014PG119 a MT�� - 1 I � -, - - . - - C�NOFY i L � � w Q x �� � 4`�, 4.� ��� . . " � � � �� � _ , . aa, ww - ' � - . � � C �� i i6i18_�- � � '�-- � � � - _ �� � � � ' - N �3°3179° w '__ -Y � , - - a% � r � � � �OVENIA STORY KEEVER.ET AL � � � � _ k � _, � �`''z �,,,""v-�,"z _..-.,- � � _ 74 I � ` � ---< - - � - `- "'�" � r r�, �-� -� � n BEN AND MARY DB 2009E PG 438 CAMPBELL DB 2853 PG 0633 � 80 - RONALD D JR & RHONDA W JUSTICE D8 2179 PG 1112 DB 2709 PG 1275 � - _�_ PB 62 PG 137 6oe �o aa _ Pl Sto 109+04.95 Pls Sto 112+55.5/ �QRRY °"'� 0= 6' 34' 23.5" �LTI 6s = 0° 38' 03.4" oB 96E PwE�� et o� s D=/° 03' 25.6" Ls = 120.00' PB Sq p� 88 � L= 62/.80' LT = 80.00' T = 3/1.24' ST = 40.00' R = 5,420.00' \ I SE = 03 RO = l20' � � � � Z H W W 2 N �.�..� W N � � 0 O + O N � Q H N I J � W Z J _ U � � �• I ��o� - - `n�� oE�a — °34'I�^ W (�5 293.7— — � EIF O� ��j OEIP I �EIP I o / 85 KENNETH E KEEVER LOVENIA 5 KEEVER DB 606 PG 602 DB 940 PG 356 DETAIL E SPECIAL LATERAL BASE DITCH � Ho. �o scaiel / Noturol � ` F'ill Gro�nd 3�1 �� b�� � Slopc d o,e D F\ �ec B Min. D= lA Ft. Max. d= 1.0 Ft. Type of liner= PSRM g- Z.� Ft. FROM STA. 129+52 TO STA. 133+50 -L- RT PROIECT REFERENCE NO. SHEET NO. DETAIL F DETAIL G R-sioon i2 SPECIAL LATERAL 'V' DITCH SPECIAL CUT DITCH ROADWAY DESIGN HYDRAULICS �Ho�io s�oie� �Na++a s�ai � ENGINEER ENG,NEER �° sl�oP N i 3� a.��oiopn ,.���HCARO(��'• .,o�tNCARp��N. Nai�ral 3. _ d'� i Gro��d F P� � �� 55 •9,�• :��.' ESSIp 'y��' Ground F'� p P�\¢ � ��: pFE ��N`:, • pF N`�, w � d Min. o=to Ft. SEAL SEAL _ M'in. D= 1.0 Ft. Type of Liner- PSRM Mox d=1.0 Ft. : 27702 ' � '; 025503 � � Max.d- 1.0 Ft. ' 2` Type ofl�ne�- Pikna FROM STA.123+00 TO STA.126+50 -L- LT %,�F �.,NGiNEE�.��OP; �:��� �.NGINEE?:'�F,�= FROM STA. 126+50 TO STA. 129+52 -L- LT FROM STA. 124+50 TO STA. 125+25 -L- RT ,� ��T�.y�OTH� ��`��,, ,,�'a;RO A..N`����,, FROM STA.125+25 TO STA.129+52 -L- RT �. � �����' -L- SC Sta.129+42.05 —L — Pls Sto 128+62.07 PI Sto 133+78.54 6s = 2° 5/' 53.2" �= 20° 36' 55.2" �RT J Ls = 240.00' D= 2° 23' 14.4" LT = I60.02' L = 863.53' ST = 80.02' T = 436.49' R = 2,400.00' SE = 06 RO = 240' 0 0 � MOTT MACDONALp 18 E, lLC LICENSE NO. F-�0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office o4: M M Fo ao. >oo u��am +r r no NC 2�526 MACDONAID . o mac.�oMomercas VM�M�� SEE SHEET 2B-6 FOR ISLAND DETAIL SEE PROFILE SHEET 28 � � � �� ��� / 90 LAHRUE JONES HOLLAND �B 2961PG 248 �M 9 ^ OPMENT CO INC O 73 PG 264 � 8 PG 194 i 9A-12A Jp� �-qP�R � �T W +so.00 y � y e � --- � � - a � p TO O _ h - -_ _ � -I- M � M ^ , `�, a � c � y ���s I Pr. , �l � W Z � _ /� � � a � DETAIL B DETAIL C DE_TAIL N � SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH STANDARD 'V' DITCH � Naf fa Scale� � Not io Scale� ( No� ro Smle) G�ou d .]. p� o� or�kn �G�ound 3. a� °( siove NoNrol Na��ral �� I °�I P°�� Sloe� '� D Po�e� Ground z.j �,�\ Ground � Min. D=1.0 Ft. � Min. D=1.0 F. B- 2.0 Ff. B=2.0 Ft. Min. 0=1.0 Ff. FROM STA.11+40 TO STA.12+18 -Y31- RT FROM STA. 139+50 TO STA. 140+00 -L- LT FROM STA. 139+00 TO STA. 139+50 -L- LT FROM STA.11+40 TO STA. 12+18 -Y31- LT FROM STA.141+00 TO STA.142+30 -L- LT PROIECT REFERENCE NO. SHEET NO. R-3100A 13 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .•`��H CARO� �' .•`�tN CARp��'. � Z��'FESSIO,y'/.Y9, : ���OFESSIpN9.�9• : o �••. SEAL ,: SEAL _ 27702 : � 025503 i :2= . . : '��la�"'�!✓GINEE:��OP: 's�i�;:,'t'GINEE;'��q'C� ,� .,T�MO1N'� ����� ,,�yAR�u �:�Moo,,,, v.o�rr mncooNn�o i a e, uc LICENSE NO. F-�0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �eia Prepared in the Offi e o4: M MFo ao. >oo uq�ay-varino,NC 2�526 MACDONAID www.mo mac.�oMomencas -Y3/- POT Sta. 10+00.00 V�1��� SEE SHEET 2B-7 FOR ISLAND DETAIL 0 o SEE PROFILE SHEET 28 & 34 px�� 98 � BEGIN CONSTRUCTION � 5�5A�� "' E�P � -Y3/- POT Sta. 11+40.00 v RONNY G CARSWELL I N 1°q5 DB 3273 PG 582 �Q O� PB 21 PG 243 ��s tSl � I � STANDARD V DITCH � se r� � BM^IS 'BI - es�- �� N 3162.960�� W EIP � 3'�240.�3' W EIP N 3T°2EZP5 IIII .M\......_ - N 36°40'll" W 155 II N 36"4Q'll' W- I43.65' , N 31008•26 W ,. ;,. � jy .. N 36 SS'26 6�� � Z STEL�V219852�40�LT s�a�„ „�.. � �..'-FFR Y W� �� �'.., . I� � SEE DETAIL N J IF �x, 99. ��4�.. � SEAL , . T� .-.-_ G NA J AUTON . �� ,.� _ � � �� ��� � �� � ^ � . ��B 256 PG 800Y � �O� � _i ��� � � � ^ s iZ N _ _ ❑ . .,. " _ . w •.' ��� " . ,. � BP - � �'� ,s-�Y: -, DB 2838 PG 205'� � ,` � = � ��� PB 16 P-G�26�` w,�_ I - - LORIA REARDON ; ABAND. � . -- :��� � ' I STANDARD V DITCH �- . II - � - ''� �DANIEL H & , O I . DB 191IPG 191 .:� .. , , - 99 -,, ' o i� 'NATIBE1863 PBER45f2 � M 703 ,�� O 5 }2 N. � \� _.� _:. ,.,. y„ , � ..w SEE DETAI+4000 Y31- �:. I ,�.'I - �, ,� �:. I���� � . TERESA C A EZ _�:PB 16 PG 265 . Z �� . ���� . � � - +ao.o � /+NNETTE JOHNSON � o2"E WELL 3�•W PB 16 PG 265 _ I ' SHEILA i \l/E N � N 9, .� � ,.. �� 40 I 30' LT .. PB 16 PG 265 SEAL � � - O � - - � 30 RT �I 0 Y31 +8�;�� � i�..� Q I PG 265 �PB?6�PG 2651 �B 1901PG 475 ' I �, �` '- - 9Q ABAND N ��, +70A0 _:`-105,00 ,.��, L � ��.�._ � � i o +94.53 -Y31- � / �. :6Ko .:� i 85'LT i ,`., I ,�4 z�� +85.00 � � � � ~ N O O � ,,o �T � � _ � HHBT �';� CREEK �� �� . EVEY LENA �- :ELL , Z. �__ li0 LT � ', .,^rr _". �' ''�BA EIDITCHT �..�� _sz � 80'RT ,z F� (F �L` ��i 000(l NCE . il � 110,00 i _, 85;00 85'LT ' D �C/A FEN E W � DEVELOPMENT-,- AZA LLC . � ISENHOWER HEIRS . -.�.�. _ .. i� . I � �_., � - �� � _ CO INC ' '.� DB 2761 PG 634 +3 00 DB 698 PG 349 ._ -' N, �; � ' _ i=.e�ko � '-� _. . o � . � � 1 , . +00.00 _L- =� ��.�. . . I . - I. 105' LT 35 00 1t � 35.00 � O DB 2873 PG 264 �: +90_00 �:: ' �G .:. �___ _ Ns ...�. i. ,� -.� � SEE DE�T�AI�L 8 :.. � 6 4JFS _ ' ,PS � 85' LT ST SRTONSP .. '. UE-^.' ' � :..END C/�- � I�. I �..,,� . .... 85 LT � � �� /4E+ N Z PB 68 PG 194 ` 85' LT LT E� /N C/A rENCE . i i_ ,,,_, �0' ACC ,.... ,;„ �;.; �' . 84.53' LT .� .. -� �/ �� F i I L /43+75.00 :.� OS pT - T I - � .;. • LOTS 9A-12A ':; 115' LT T L- 135+8200 ESS P ... .. .. I � -' '- ` 0� . EST 14 SY GT ' ' � I�.. ` I 85 . ,.-„_�, - / _ 'p � 175 .; ; ':. / � 1314 C +0000 ' END SBG � � � .� P�_.-, ._� .., -C _ D ;.� C_ �__ .^� � � � CESS r'i �� C' ,64"ACLESS PT. W � 95' LT . 85� LT N - . , 75 P -. �ESS PT. ; � '�.":' � ;;'_ _ _ .'-. - - - - - � r ., ; +50.00 -L- IV \� _ _ _ N% � .� SPECIAL CUT BASE DITCH � �'60' ACCE55 PT. 1316 . � �_AC �I �:-, W . . � i i i 2q� \ �� SEE DETAIL B , 1318 �� N � .1.70.00I 110 LT STA.1�� LT R �� � , �85 L7 BASE DITCH � � _ RCP ,. �_- - - 2GI����.� 24 1315 i -��N_2GI�� ,, � ,,. PESvi �' � ,�PPiS� -C aa _ , s- ___ -- � I10' LT �. + 00 � . . SPECIAL LATERA6 85' LT 02 � ' 24 `� � /� ./� E E Z �= Q t T END C/A FENCE� 6 SEE DETAIL C I ,� 13 9 1312 PPE -; -; ,EIF iw aaoa.uNe 2' + �S /6'I _ gP �. O v+ • Pu _ �L.:C=.' E� 8 END C/A FEI�GF_ s�m 1- L 137+15.00 _�. ExsrNc ai -. .1� -.._., . 1308 15" _' . EIP � :. i FS c:isTirv �EIP . 6II ; N `� _. 11319)I nIL O .� \ _..,;,,..5-�' BL .48 �,9 -L- 135+?200' 's' :��-� 1305 EIP . . 15„ D�` 1306 � p� DI _�_ ` ..REMOVE -_ _ - - _ _ REMOVE �F . ��, �i` '� - �' -- �CCJ___-__ _ -- __ .C�on- � _ ___-_ - .•-_ - .>__- '_-_._. _ - _ ___ ='II --- a ._-- , ��'. � a50 �T �, '. �._. ' _ �. . - - - _ - _ - - - . _ GRPV, �� a- . . �..� - ' _. _ _ . .. �- _ _ - - - _- _ _ - - _ - . - � _ _ _ _ . _ . ' �. ��� „_ , .�; � -�� . ��6° L � rr Ex�s a rv �_ �_ ��. -�_ � 0 ��' _ � - - �- - -� - � - �� - � ���� �� F aernove - - ,�o � _ __ _ , DI > .v � � \ , - � . �EIP � ,_ �� - --. _, i _ �} i �n < . , R REMOVE O = -�� .. -. - '- - �' � \ � �u REMOVE DI REMOVE DI " �'�1"� ' �"�:' �U V � _ __.__ �_-- �V � -- -- � REMOVE DI � � " \ � � . __ . S, 1304� � - -_.y REMOVE _.. - - _ ` - _ _ - - - ... ... I = - - -- - - 1 I.�. FS - REMOVE -. � _._- i.,, 1303 ___._ , � � REMOVE 1307 � � FS - - I.�', � M�C�` - - - _ - --��_ - 0„ � _ __ " ._ OVE ____ .__. . _, _.�� -_ _ _ _-- -- - _ - __- _-- REM _ - -- - � - IG 2GI ==- -- 3GI _ 3 _ 3G --- - - F- -- �3GI �w F � 0" I 30" � - �� � •.. 3GI 24' , �- -- � - � - O +4558 _-BL-49 . 1313 3_. i _ I , .._ 1317� . _r, �F.- _ - ,i�. 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"l ' 142T(�JU.�� X\ 4 (�i � 55 5 PT PVE - _105' RT 100' RT �` �2 .i� 45.58 +80 00 , ACCE PCGEy .� TAPER, - � s� 105' RT � 100' RT +55.00 \ 100' RT �. � � RT pU6 -'i00' �_ _ '- �W a. � ��� WS RT J � �� ` � ` 100' RT � � ,�tr� , ,�, - - ,os�ar � �\ V � � � \ a � pw �, ' ��' -L- ST SYa.140+45.58 � , � � _ � � � , v _ �� � -. x� � - � � -. -� � ; _ � > � � ` , �` •„ � � . ` o. � i BE�,N �,A FEN�E . � 0 � , � t � ��� �\ \ '��� � z w� �� � � � � -L- 134+45.00 �� �-`3' o I -� -L- CS Sta. 138+05.58 3 � E�i'll� C/,Q FENCE � � I � � \ \ �' � m � � � Z �' �" , � _ _ ' �� � � �,� `; END C/A FENCE �`�'' �� -L- 137+62.00._. � � �, � 1 . .' �..� t � >, � ' � -L- 135+80.55 92 � o� '- T .. � � � �, / I � � � � ... � .. � 1 O c' ❑ � � � �� DAVID LEE KINNEY � � � � � � = � \� DB 3282 PG 0398 -�- P�S StO. �4�f4-3.68 -� � 97 - - ���,� �� PB �� P� 19�x -Y31- POT Sta. 12+95.00 caRRo� M& ;� �', Eip 10g3o'�s"W MELLONEE B OWENBY � �. N�9 � DB 1628 PG 257 e���� i5, E DB i683 PG 586 102 EiP o�' PB 28 PG 54 ,� �4954e�o" 5 95 ` ELMER 11 & - 5 NANCY B BURKE o� ��P JUDY BEARD JONES DB i477 PG 266 a 3 DB 3211 PG 0750 DB 1549 PG 333 j a _ 91 �B 321I PG 0752 o a -L- �, �� oaNiE� JOHN KRESKI PI Sto 133+78.54 Pls Sta 138+85.60 DB 3072 PG 0426 o N ��� ae as Pc iaz 0= 20` 36' S5.2" lRT) Bs = 2` 5l' S3.2" D= 2° 23' 14.4" Ls = 240.00' w o � L= 863.53' LT = 160.02' i , 6�zs�s; w �s_��<< T= 436.49' ST = 80.02' � N 3ga p5 �90 ti R= 2,400.00' SE = 06 90 \ / \ RO = 240' I DETAIL D SPECIAL CUT DITCH ( Not �o S�ole� Frant I Dnch Grou�d-�/ -L pF\or�e� slope ry\ D Mn.D=1.0 F. FROM STA. 158+50 TO STA. 160+00 -L- LT N 55°Zq p� 24 / / 105 AARON T & KRISTY H BURKE DB i997 PG i057 DB 2013 PG 1540 PB 16 PG 265 SPECIAL NT BASE DITCH � SEE DETAIL I EST 655 SY PSRM � \ _ - - - F_�.�„e +VY :� So" REMOVE REMOVE DI 1� 1a01 3G1 \�REMO E DI F �. _ 1A023 N ' R I W J P , �, PUE PUE � AC�E,sS� BEGIN C/A FENCE -�- i�f5o.00 W � 385'TAPER Z END C/A FENQE� J -r i�+90 00 � '� 2 H � 102 ELMER U & � NANCY B BURKE DB I477 PG 266 , , DB i549 PG 333 saoo � t � �- ` PROIECT REFERENCE NO. SHEET NO. � �O� DETAIL I DETAIL G R-sioon in sI, $PECIAL CUT BASE DITCH SPECIAL CUT DITCH ROADWAY DESIGN HYDRAULICS _ . � \p�1+ / (No�ro Scole� / �Na��a s�aie� ENGINEER ENGINEER \ � o�� � ` / \ v r o��i�n �,....un.�...., .�• � CAR��„� - �� Gr d 3: C'% '- ro" Nonral A\°� �� �{�AR� • �`� j�i �( � I x � D F� 4e� oa�n c�o��d F� o �o�ie< sioae QK�, .. l��,'. �. �p . /,� �� " O` d.�_ Sloae �\ p F ���oFE5510,y�9,�• � 2���FESS10,�•.9• / � d r '� `•. a32 R/W B Mn D-1.0 Ff. �,•� : 'a :,= rn eiF nn�n. o=to Fr. SEAL : : . SEAL . Max d 1.0 Ft. • 96.33' Type of Liner= PSRM Mox d--1.0 Fr. : z��QZ : � : �2$$�3 ' I I � 5 36°26'S3" E B 3 0 Ft. . � 2� •, j � IEiP - fROM STA.11+85T0 STA.12+66-Y20-RT %,�F�.,NGINEE�.��OP,' 1�i�;:,NGINEE�.'�E``':� I I'� i Type of Liner= PSRM FROM STA.11+85 TO STA. 12-50 -Y20- LT ,�'.�T�MOTH� ��••�,, •,��yqRO ,A •M�p�,,• ��I 7; FROM STA.746+50 TO STA. 750+75 -L- LT ��.�..���.� �, ����� FROM STA. 151 �I� 63 TO STA. 152 i� 00 -L- LT „I, "„ ELMER U 8 ' � � -_ � � v.orr mncooNn�o a e uc LICENSE NO. F-�0669 NANCY B BLIRKE � 106 DOCUMENT NOT CONSIDERED FINAL �B 2592 PG i644 ��- I UNLESS ALL SIGNATURES COMPLETED PB 16 PG 265 - - I � - -- �! � � JOHN W & � � Prepared in the ANNA P MULL `� Office o4: M � DB 1367 PG sza -Y20- POT Sta. I0+00.00 s M Fo so.>oo BE�IN CONSTRUCTION I � Ma�oo�a� "��°m� ma���M�m=�=a. -Y20- POT Sta. 11+50.00 �'� � �� . �, I `' � � 4 �-_ w m p � �NxIQM . N N 3 _ o I �., £�CREm N 3e�s�a�ze w j i ���> ��, � �� 107 � � ,"� � � ���� SEE SHEET 2B-7 FOR ISLAND DETAIL � � � 7 �; oo O� � L� iTENER - �� SEE PROFILE SHEET 29 & 35 ' s� � ' -�- �'- I O � � .� DB 3227 PG 74-76 � ' ., ' __-_ MELANIE S. WH - � ; �S r, , --- / � � � N� � �� u �'--- ' % � o -- ELMER U & � � ---- ��-- � � �x RETAIN ` � � O �..,�✓," y' NANCY B BURKE �' O �.'" � DB 1988 PG 1011 ? 7�{. _, �� -, � DRIVE . � � � � - 11 O �p x PIPES . . 113 � PB 16 PG 265 . �, lt� - ` JOHN WALTER +50.00 - , _ ; �, 11 ; �,STANDARD V- DITCH , _,. WILKWSON � MAHINE WILKINSON BLIMGARNER 31' RT\ �''` x � � ` SEE DEiAIL G � DB 2 3 PG 1248 BEGIN C/A FENCE 2634 PG 1271 50' RT 3.65' EIP , I EST 70,- SY PSR / /1 � . N 35'5fl�6 W �+15.S��T� kiW I � � . ; �. - L l57 20.00 234.5' 1.41 '.. T `� � _ . � � . EIP x � i STANDARD V DITCH - - -_ __ ��� .w +5000 y ��' +20.00 -Y20.'-' � ' ` � .� � _. -�---..-. r r SEE DETAIL G -� '- R OVE / / ��. '�i ' EST 75 SY PSRM ��� 29 LT+75.00�� T� � 50' LT - %� ��. F- E'ry�. � 50 LT � � :: *� BEGIN C/A FENCE' _ �- FNO C/A FE�NCE � s: f50 ' ', � � "'�, p '-� -Y20- 12+20.00 � � � _ � � � r� 36°32 40 W �, O �-Y20- 12+30.00 1413 T +05.00 Y20 ' ' - - �' 75' LT 75' LT � �o +80.00 50' RT � •"�-,_ Lfl._ ' � .., - SEE D TAIL I r � �MICHAE�• 111 ,~9 BS' LT ;. ..-. ... ...`., � � 1414 iQ� 50' LT REMOVE � - +30.00 Y20 { i � - ''�_� SPECIAL NT BAS DITCH / �� I � � : -. 110' LT � � , � 4- +54.00 +00 00 L L& � J� +40.00 �} FND C/A !-ENr�. +50 00 ' W ,ro � �- � � j I� - --- esi 65 sv r+5 ; DEBRA C GILBERTi � a5' �i �. i , I� _ 85' LT 85' LT I +50.00 L 159+45D0 85 � W +40.00 -L- _ _ ^ 4' S . �. ' 4�/ . . �, �B 1476 PG i � no� �r es� �T �` , � �-- .,y . , i., � -� .50n'7FlFER'-� 90' LT 90' L7 �� I . �� SEAL � ' ' o i� +OOAu�ABAA/D. ' L � � _ a5 Li � -�' _ .a2 -_ -- . � o /�- tla'Li lta'Li ., WELL � � .�. � `� � � � .. �, +so.oa PUE ' �� � PUE � � �� _ � �:. ^ � � ' - . _ v� +90 00 p E � � _ 9 ' LT i � � +90.00 -L t,. � , � 115' LT �� 6 ` C E � �L � 85' LT ACCE PT. C,E$S PT. _ �.-� � F 85' L7 � +30 00 _ too' Lr � � :oo as� Lr 7 .- ss ,F��- At, Ess �.. ,- r+w � ns' �r R ' E; - C ' E F W � "' � 6G'� /� � � . ��._..� - 40b a �F! -l� HWSTBIRTONSP +485'�T- o.,� _--_ W --.-_ _ � :., • � � ��WELL ���+0000^ �' SEE DETAILD� ��� ' \._FS`�" '12���'�i N � l00' h' -- �� � 1408 � � ABAND, SPECIAI NT DITCH - � � CONCREfE CUTiFLUME --. EST 28 SY GT +`� ,�..� _ END C/A FENCE 14�0 pp S, ,,..� 90 LT , i �-�� , �,� ���� � SEE SHEET 2C 6 � � =� . � � -L- 156+00.00 �l6 ' � �� I'�. � ' �PP • � Exisrwcaiw EP �-:;. � �J � ��RFMOVE _� q .. ... _ EiP� .._ ;:' ._ _.. , O M '`� .. ... w..�� � - ' _ �,� . �- � � � ao �i - � '- � eiP Q, - -� �-- �z° _. .. "- . �w � � . . DI � - - .- ��� ' :� 4I - _-__ - _ ' Nn � . �,-__.__ - - - � o _ _ -. _ � �� - ' - -� �� _ '� �'" _ � 1411 O i �e•o�` '- - �.Sa+niG aiw- -- _ _ - - - EiP � I I?' f� - - -.�1 f-�F. _ o ._ - -.,_ - � . � _ __ - - .. - _ - �-... �, __ _ - _ -. ,. . ,:i.. - _. ---- _ ,.� - -- -_ - - _ - __ _ _ :S ���F2���.2��' ...._ . - `.:__-_ .-�._. .! .� � _ .' - -_- �._ ---r,_.i. � � '� _ _ _ _ .: _ �'__ - �-. i=- __ -- .._-.-- . F -.-._, . . '__ . , DI ,' ,� �- � REMOVE REMOVE � REMOVE � � O s � �, ��. 1 RFMOVE � - REMOVE �� v � 1� � ReMove BL-50�� -� � - -s --- - ---- �� -- �� ��'-� ro �� � � � Ex�1Ne aiw --- � 4 E slue aix _ xis�we aiw _ - � - _ - FS - REMOVE � � - - - � . F DRAIN GI FS _- - -= III R �-� 3GI FS � �^_ /�i +6500 �- --_ ___--__.-- C i� �� � � -.- .. . - .• 3GI � l��_ _ --{ RCP_ _ __y-_� R es�T . .� �y-BL-51 - C �F � N � 0 1405 A - REMOVE DI � i � � � � . � � W - p;')� ' ' � JS PUE .� PUE PUE �� PUE ENCE flehtOvey �` Qoq FENCE°✓ _ P�`E --' ` LE -�-.__. PUE ��,PWE+60.00 � �� , � - � � ��.'_ I � -��',� , ��PUE �� U6 E PUE����. J +q0.00 . +90.00 � � - ' RUE � f'- � � 655' I+' �� 60'ACCESS PT. RETAIN ` I N 65.5' 40 ` S � 100' RT t( y +85 . RO . 5o s5' � DUE DU� �U � f i�'' +oe.00 '�' CCESS �7 �i� 15.00 +45.00 110 RT �~ i i n �S 100' RT 700' RT �' � - s � �--. 85' RT 105' RT W i , +75_00� �+60.00 p. +90.00 15 � 105' RT 105' RT - 15 - �. - / r 105' RT Z � � � � � �� � 100' RT +05.00 85' RT �: 85' RT - . '. .... _ _ . ` , . � 105' RT jp0' RT 100' RT �� 100' RT w- -✓S +90.00 � � ,' ,' �-�, �'-�� J 105' RT 125' RT ENERGY DISSIPATOR ` 125' RT -- �S - � 105' RT � _ T CL. II RIP-RAP SEE DETAIL T(SEE SHEET 2D-1) �4: '� .:; - �5 110' RT - y E57 120 TONS � ' � _ ( � EST 100 SY GT �' END C/A FENCE ��� BEG/N C/A FENCE � EST 25 CY DDE / ��� -L- 154+�0.00 ' -L- 155+60.00 - , _ � � � 3M"16 -BL- � 'i � / S�A 35z+�3 i75�r�r �Qy 114 CLCV.=93835' ELMER U& CL. B RIP-RAP DAVEY ANOREW -L- POT Sta. l5/+02.30 � / NANCY B BURKE EST 3 TONS BUMGARNER -Y20- POT Sta. 13+45.00 EST 10 SY GT DB 1560 PG 125 - �B 2592 PG 1644 DB 2602 PG I PB 23 PG 164 � PB 16 PG 265 TRAFFIC DIAGRAM O ADT 2008 (IN HUNDREDS) � 300 qDT 2035 � 400 � z � � o Z 100 � } 200 10� � 300 NC 16 _�_ 7 600 7,700 16,800 17,000 / 108 / MELANIE WHITENER DB 3227 PG 74-76 a 3'�/ / / N q5°iz�ae�� - �m � 99' � 112 DAVID E & FAYE 8 JOHNSON �B 1560 PG 127 PB 23 PG 169 STA 165+3q,q5 9uR A�Bc\ NG \ �%'ry �RCA�V4fiol�pt0�E1 T io BE I+E�oCP1E0 WITII GT PRp�S.L - sLL _ESi CIo.EIIPR = 60 TONS IN� cT NoHQ.a NA E T i P. euaieo i ���� excn�n.ioN moe� 'MiH G1 P4P �EST 0� - rs�� . s.i _esr c� uaa = izo .orvs OUTLET CHANN�L TYP. � oono��io°s�ca�EE°�" i � � r ;�. �, �; � + � � ; � is�o � � 713 � � � � %} N� I ��N � � ,�, _ z� BUPiEpx9'RCBC �!=�xcavoiioN��oo[i i5'iwcH�r�panP N wiTH cr z.si�i.- i�si���sT ��Eurealsoioo roNs INI ET CHANNEL T !Pe LLooNo�Gio scpiREnM� FCBC euaieoX9 Excav<.ioN moe� w�rH crn�aiaeaa _ ��Esi oos = z siu � u� _ s* tt uaa = i3o rorvs OUTLETNCI:i�AN E�L TYI'. 0 � � ��d �} ��m V � `� r ' xmm 117 � � , ��5 � CHANNEL EXCAVATION� O e5i as Cv ooe ELMER U BURKE & EDWARD M& CL II RIP RAP NANCY B BURKE Z � r EST 130 TONS DB 2204 PG �569 KATHLEEN STOLARCYK JR ES7 600 SV GT DB 1884 PC 909 END C/A FENCE -� BEGIN C/A FENCE � ��� I r I -L- I63+50.00 -L- 164+10.00 +,> �I W h � ' � RETAIN BOX AND 15" 65 � � " j BtG/N C/A FENCE * � � i � � -L- l6/+10.00 N � - +a�.00 --- 1_ __ as ir �� ACC�SS Pr, �----- _ , � W . I I R , � '� - � C � I w � O_ �h� -5---_-__---- ---_ -- � � /b'' O µ _ EIP i Q- - .�Li�i,k: " � . T' i� , - - - �,_, - _ � - - - - � 3b' S6' �3:�-E - = _ -- - - . - - __- __.- . - _ y _ - .- - `O^ REMOVff � 1501 � �: .. . . . . � . � � .. W � _ ` _�- r _ - _ F 3�' f7', l5' R _ _ -_ - 35� R � - 35, R csre Q � . . _ _GRALI. ���EXIST � � � y'`5 r � BEGIN SBG N 1�,���. �"t+��kJ,.,t. J�3:; r�-z:-� . � STA.163+75-L- IY �,, �tNCE END C/A FENCE PNEFORMEO � 15.00 655 �" L /62+45.00 ACCES 6?7�. SCOUR HO .J PUE - -- SEE SHEET I . PW� � �U�+�=rr �U£:' �:.: ':::P,I�tE PUE +45.00 -L- 85' LT W eErin ciFl FE Z_.. � -L- 163+0 �� J \'� +60.00 �� CHANNEL EXCP 110' RT EST 70 CY DDI SfJS �S_ 115'RT ��._.-yS _'i �� J5_ VL +ao.00 -- ��s �s i r �i ,> _ � r 105' RT t�- � E�EJG3C� �S ��j I � 115 RT - � �� 114 p a - � e�erT i ^�r��R � - � ���� -CBT_OR- �z z a � aQo �� } ��� amoa I 0 102 ELMER U & NANCY B BURKE DB 1477 PG 266 � DB 1549 PG 333 � +00.00 as� �r i2o cr PDE ,4ECEs5 P_r FENCE +p0.00 555' C . _--� r � � �EGW SBG _'- � � ., ���� � STA.16 +87.5 �--... . -L- LT 2@9' X 9' RCBC ;� RAU-350 2GI 7504 � i 1502 p�s, � � - >.._ - --- - - ' < �� � u `� � � 2GI � � isos ; � T � J �>�503 � // RT � � � \ �'! � F E FENCE '. D-1 � +50.00 60.5' S � y i ,, PUE DU�' � 85' RT '�.710' RT 110 RT +45.00 n >t.�=r _ �. _�`'. � - J � F, �� � � � �� �� p� P, ��� +. ; O�b )T Sto. 12+45.00 '�^' � ' � w PROIECT REFERENCE NO. SHEET NO. DETAIL E a-sioon u - SPECIAL LATERAL BASE DITCH ROADwAY DESIGN HYDRAULICS �Ho�.o smie� ENGINEER ENGINEER Nza°oqvv.W Naw�ai � F�n ..���HCARO��'• �..•�tNCARp��N., 79.97' Gro��d 3,./ - A' � Sion� `� � �',Y'y �: �O • ES S I 'y �' J d D P° ec : Z� �FE5510,�;`;� :��F �,���'. '� -� N z-W g SEAL /� SEAL � - - t 4 21702 i : : 4 025503 '' OO� N a Min. D=1.0 F. • •. : � s� c^ Max.d=1.0 Ff. :;11��:�N�INEE�.��OP: �:�i�;ti,'�'GINEE;�p�,�.`• S S� � TYPe of liner= PSRM B=2.0 H. ���T�MO, ;V.,�,`,,�. ,���y'9RD� ��� MO,��. ��18 FROM STA. 168+00 TO STA. 169+15 -L- LT ', ��.� .� �� � � \ _ MOTT MACDONALp 18 E, lLC \()� N� 6 LICENSE NO. F0669 �� a 5 rcr DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - � Prepared in the 118 �z�� oifl e or: M M Fo so. >oo REBECCA �a��vo m�a�'�c z�sse MACDONAID wwwm �oMomencas - REINHARDT DUFFEY ♦ - DB 1225 PG 6u ���j�/j�� N 33`48'S2^ W - aTo �arm 16�.35, N 33°54'25' W TIMOTHY M. WILSON ie�.ze- SEE SHEET 2B 7 FOR ISLAND DETAIL . " � JENNIFER J. WILSON 120 '� �' �'i i_, oo DB 3269 PG 1928 � <SEE SHEET C## FOR CULVERT PLANS �� � ���� � o � SEE PROFILE SHEET 29 & 35 � ��� ` = �,,, �� } ; �. i I�� -_I� _ __,� [ ,� _. ,5 � c t, � � � � � �� � �' 4j 12 2 i i_, 'n � _ C � 1° � � '� SPECIAL L4TERAL �� _;� ? - LWEBERGER LINDA S DB 2876 PG 700 � BASE DITCH .-- . �� - ' S f. SEE DETAIL E _ � �� � � - ��� � SEAL ��� � � �,..�N,i �• i r � TEMP.SHORIA�EST 150 SY PSRM CL I RIP-RAP � �r' O �� SEE 7MP PLANS E5T 7 TONS r +oo 00 -, ���N�• ,} ��-`s �� � E5T 15 SY GT 85' LT [ ' CHANNEL EXCAVATION � �'- END C/A FENCE � , �T � - - OS . , +35A0 . -� I' SEE DETAIL - - , . . , , I / + I � -L 69 55.83 � EST 35 CY DDE _ - � � • . . 85' LT - � �- �_ , � -- , , _ i_nK0 CL. II RIP-RAP - - +50.00 -= , 105 LT - - EST 120 TONS 130� �T +50.00 I ��I I \ EST 575 SY 6T '� 85 LT I � "�": � � 385'TAPER - l00' APER 120' LT - -- I � � I -- _ � � � �r �� - W 1 �.0 � � � _-�, _ � 60� ����� E �E Z PDE PDE PQ€� P6E- z acGEs� � sEa� 56 AccEss PL r�r. N - . +60.00 - _ / � REFORMED ,-� +50.00 \� ABAND ��.UE � .: ��I �� 85' LT COUR HOLE �20' LT � \ 60' AGCESS P,T, &d I CCESS P�. - _ �� SEE SHEET 2D-1 1510 � � WELL '� � '� W ' � w \ 1514) . � � ! 1515 1516 '� . --_--�l�x --_- F �� EN G � � '� 1513 ��- - �---�� � �\z5' • / ' RP �� 25' LT \ 110' R7 � STA.168+75 a 3GI - � � 11509 1511 { . ._L LT . 2q":. \ . , _. . , C � 5 _ ^ � - � � ^ , _ _ 3GI I5" C , � _ -- _ IS„ 2GI� 15„ 2GI ` � 6' � �, 78,,. � 3GI �g„ ., '/ ; 3GI 7516 ' , � GR4U-350 � � 3 �� � a � C � -�� `tl EiP, �`�' � I Q P - ' .� +27.80 ' ;_' : ^ .�- � � , "� o ._-��_. . ._-, �, _... �.aa� - �- - - - - �� . - - �, - i � . . . _..�-� , . -- - - � i ex�rNc a,w �� - - - r � �� -.-.. - - - - - - - - �-: ---- - - � - . � . . . � --- - ..c_ __ . - ' ._ _. - . � . _ . _" -DI -� .� . . .. ' _ ' - -_. - . :.-::�:. .. .--- - - _ _ .-. � STA. 166+00 -L- RT I II �I -�z x 9 R� REMOVE REMOVE ,:° 15�� REMOVE � -. i:� M GBC � � . � �- � �� .._ ... - -. - - . r, � �r +2GI � ' �q7_� � :REMOVE - /6' � ��', 2GI 1519 � I ..I � . . i R 50'R Exsr�Nca�w � � �` r -_-- _� � ' y � _ -- �e ��__ BL 53` a -� � a � 1512 � � - � -BL-52 � � • • ---�-" - iszo � � N� F c N cc s� P�. � R �� U C - mo �� /F ... w EN SBG FENCE � . _-� , , '^ -' I � +0000 ST.. 69a�25 +00.00 fi5.9 - ACCESS '7.� E�� J P E PUE � gs, R� � o �<: PUE PUE . PU � DUE PUE PUE n0 RT s� TEMP.SNORING m � � � 130 RT ��� ` � SEE iMP PCANS � �OdTF�PGR =� = 1 425'TAPER i � eEeiN cin FtrvcE DUE'� E � -L- 166+85.00 � � , CHANNEL EXCAVATION +30.00 �f_NCE +75 p0 "� � �. Z BEGIN ',SBG SEE DETAIL � BE�IN C/A FENCE __ - ..-.. 110' RT +`5.00 85' RT �--�- � +10.00 STA. 167+50 -L- RT EST 55 CY DDE -L- 172r45.OG 50' LT S +80.00 120' RT b�.5' ]10' RT J -L- POT Sto. 166+50.00, o6e 6� _ �- CBT_DR- POT SfO. IO+OO.00 O 3000 � 85' RT +55.00 pREFORMED . +85' R�T y_ �7p� R7 110' RT SCOUR HOLE +75.00=L- ��-Ff��� � ��/ 120' R7 SEE SHEET 2D 1 --� 110'RT 110' R7 _ 130' RT ! 1 ,� � +60.00 ��� o END C/A FENC � 150' RT � CBT DR- PC Sto. /0+36.85 � � N oo -t- �ii+i5.00 0 \cND �/q FE_nCE ' j�2 a.W��� h6 _ 121 -CBT_DR- PI Sto 10+85.00 Pl Sfa 12+02.29 0= 65` 23' S9.1" (RTJ �= 4/° 2/' 09.0" (LTI D= 76° 23' 397" D= 76° 23' 39.7" L = 85.6/' L = 54.13' T = 48.15' T = 28.30' R = 75.00' R = 75.00' 116 ELMER U & NANCY B BURKE DB 1276 PG 460 DB 1375 PG 385 PB 20 PG 137 PT Sta. 11+22.46 Bm�17 -eL- //+73.99 S � A�� 6v.=9oziga Rr � � s � �o �� � 12+28.12 � 'Ooo, � e o i 3 0 o � 119 �, ELMER U & NANCY B BURKE ELMER U& DB 2864 PG 798 NANCY B BURKE DB 1577 PG 48 . 6,5p� / \ 5 6�g A6 � � PAVEMENT REMOVAL � -L- PROIECT REFERENC SHEET N � PlS Sta 175+55.58 PlSto l8/+55.37 PlS St0 /87+48.32\ ��O DETAIL D DETAIL H DETAIL O R-sioon E 16 0 ^ eS = I� O9� 2I.7�� �_ l5° 4/' 39.2�� (LTJ BS =�� OJ� 2I.7�� �- � SPECIAL CUT DITCH SPECIAL LATERP,L 'V' DITCH BERM DITCH z ROADWAY DESIGN HYDRAULICS � LS = IEO.00� �= I�2E� =I2.I�� LS =�GO.00� Ss,�`. \ SJ. �H ��o s�ole� �N im s�ala� pa �Ho�m 5<oie� jF ENGINEER ENGINEER LT = 106.67' L= l 086 08' LT = I06.67' \ N N � � o`°°� o ,.,•,•,,'••,••,., ' ,.,• ,•,•,•••,•••.. ST = 5334' T = 546.46 ST = 53.34' � �' ` �e< �' ° � ` s °� ' •• � � ��RO � • ' � � ��RO ti ' \ � Na��.a� � a ' � ` _ . � `/ _ R= 3,965.00' �,o��a 3. � Na��,o� ,�a F�� r o.•• ti' .•'o �O � D F� Gro��d 3:/ p p\�� Slone � : Z���FESSIO,y`9,�� : 2���FESSIO,y`'9�. Min.D=1.0 Ft. SE = 04 6- 2� 7` SEAL i,- � 4 SEAL :,_ io.o'v.c. D'L'.oe� ' RO = l60' 'l' : znoz E : : ozssos : _ Min. D=1.0 Ft. FROM STA. 174+00 TO STA. 175+50 -L- RT ' : 2= FROM STA.180+75 TO STA.182+50 -L-RT n�in.D= 1.5 Ft. :9�'•``NGINEE;��OP: '�/'�.'��INEE;'��``'C '� \ FROM STA. 187+00 TO STA. 187+50 -L- RT '�'�,f�� •. . � � C •..• �O�p .� FROM STA.186+50 TO STA.187+50 -L- LT •.,T�MOTH'� ��••`�, ,,�'yqRO •A. M•` o m \ FROM STA.178+75 TO STA.780+50 -L- LT ', ��.�..���.�.•�• ,�'��•.�������.•• • FROM STA. 181+50 TO STA.183+00 -L- LT �P ry MOTT MACDONAL� I& E, lLC h - \ FROM STA. 183+75 TO STA. 186+00 -L- LT uceNse r+o. F-.oaav D E T A I L S DOCUMENT NOT CONSIDERED FINAL \ I UNLESS ALL SIGNATURES COMPLETED GLENDAEW WIN&ERS pa04�28 W E�P� \ STANDARD BASE DITCH Prepared in ihe m D B 1 4 4 7 P G 6 5 8 N°` g q 4�' I Naw s�aiel PB 21 PG 62 Office o4: M �B 35 PG 124 ��,ur�l �arur�l morr M Po so.>oo � �z9 Ground 7.� p 2\ Gro�nd Fu9�ay-�vari�nc,NC 2]526 q'2g W d Min. D= 1.0 Ft. . MnCDONAIo ww..m �r .�oMomencas • N 6�5g 9Z, \ �il �FiE�iORY B$` B Mox. d= 1 0 Ft. ��/r.^'IVl`/IC�• 1�1�GGlJ ///�� • ANITA R HILTON ti° �wne� e�: � a.o� e= 2.o F�. V �/ �_ No DB 1362 PG 265 :E���s���� oaar°."%�, o�,g�azei � �°N P PB 19 PG 61 � PB 25 PG 65 Type of u�e�= aswti �' "' � �o �� "° � -� � � srn.iai+az -�- ar SEE SHEET 2B-7 FOR��ISLAND DETAIL � �� ati 126 � 6 SEE PROFILE SHEET 30 & 36 0 �3lo�sp6'W � �, HAZELENE WHITWORTH WILKINSON �28 �,�N . ,ti DB 811 PG 87 � � y �o VIVIAN JOY POPE 0 0� DB 811 PG 87 �F� �s�" DB 1065 PG 440 � y , , i � ° O ` � � �� , , , � � . � C =� N f, � � O . � � a � '� � ' � ` o o V ` � �� _ i 6, � - ,. � � 14�.53 _ . _ S-�pB 34'45" E ` „ � � . � 5 Qqe� ��- �' � � �� u + � : Z - � V� � EIP 210.21 � l(') ' 125 +ea.00 ' ` �� , ._. .. 160'LT ' � \�\` _ �3� r � 123 � 1 -L- SC Sta. 176�08.9/ - �� - �y�' � �`, � � � � � r HERBERT CECIL � �� �� ��'�, , � GREGORY B.HILTON 8 � < �� ' aa•cn� �K -_ ' o k�48�° ANITA R.HILTON SHOEMAKE ` �.' �� � C �-�- x -_ _-- _ �32 Z DB i937 PG 960 . �p N°6` \ - \ END C/A FENCE � END FULL C/A � iSFo �� � 9S -- �� ��R __ ` DB 3286 PG 158 , O O PB 74 PG ISB �,,. MT ANDERSON �J � � _ -L- (76+45.00 BEGIN PARTIAL C/A . ���s a +- � j - END PARTIAL� C/A � _. �.. � - � �.. - BAPTIST CHURCH � BEGIN FULL C/A +5000 � \`� O +30.00 � ` " O �� -. 1� � TRUSTEFS OF -L- CS SfO. �SEf"9O..9B W BEGIN C/A FENCE 160 �T 85� �T . D8 I435 PG 434 O O . y- \� DB I757 PG 40 � �CC ' .�� , -�. �.. � 180' LT 0 LT BERM V� +25.00 O . \ , , �, --� ' W W -L- 173+7738 +45.00 +15 00 ��30, �T +35 00 � � DITCH - 85' LT � - SEE DETADITO H � / > 85� �T SEE DETAIL O � 130' LT +70 00 85' LT � � +90.00 (/� , P .S � l80' ��.� 130' LT (STD.240.01J 130' LT '„ -, -"� I (STD. 240 07) I 85' LT TAPER � � i � (�' � I BIOq 130' LT -_ _ 85' LT �.-� '.' � 130' LT 355� �.�; 85'LTi � � 1606 � � I�CNCE`.�' � - C , / , � 130' LT � . ' ' _ 25'TAPCR �� +50.00 � +94.98 (%i �,� aci \ � 11E eeciN cia � � as� �r , o �oo'TaPER as� �1 E • 3 , , W , - O � o- . ,00 rAPER o +90.00 � _ � � + O v� � P��zo.00 . ,�,� � :n -�_ - Fs f� � -- Y PDE �P DUE E `� eEsiN c ia FENCE � iao �r �r � PDE � P E as �T E �C ��: � s„ Fs � � �s„ 4 ss P, ,� E i a �- ne+3a.00 � � ncc�ss Pr. �' PDE �� PDE PDE D�lE � ios� �T L 181+ . � ' sN. A . AC^ " tao' �T � � � �HORO � O 85'LT � .._ ' ., �� 6 __�_--- _ -� .> w , 620 -��--_ ` - < a- T � I +65.00 3GI. �� ' FS N y- � �.,__ -- � � lJCC �SBDO , .. ` � /' O 1601 O POT � ,s�� C - --- SPECIAL CUT DITCH O Sto. 175+55.00 a � � - - `- - - _ _ _ _ _ � - see oErna o � � � FS � 160 � ' S .� � ,^ < � -ORl POT Sto. 1Of00.00 � �' �� ' j6 ien N � " C P T I� w BERM V DITCH a F j �.- � SEE DETAII O Q � J � � � '�f -- -� �i- N, - 3GI ' - . 3GI � , . `� r � SEAL - :. 1621 � (STD. 240.01) � , . � _- � � =-_ , 15' �•. SEAL L +63. . . 2GI ABAND. - v � � , _ . _______\�- � e � \1 N -, ., _. ABAND. GRADE �,�, 1619 � WELL ��d � 2GI - � 15 _ _ .. � M RE ,� __ _ 15„ . �,..,� -�.T_,� ., ... � _�. I80 36� , �� � __ A EIF �'1�6� �, •: �-REMOVE 1613 WELL END C/A FENCE TO DR41N No , , ` `.� �OVE 15" EMO _ __ .P< '_ ' i ' _�_- �DII� T ,�� i ,,,Y�. -���.. ., � � �'R ' �_� a _ � 3GI I , ____ VE - pl1 -_ ._ - V -_ ' > , - _ � �,/\ , �; y 02 __ DI ''.. . _- - � I I ' \-1 -___ -" ' 607 y__ -�CpS-. , ' �-� _ -_ ..:. I �u r -N _ - �� _ __ � - _ __ - - 1626 _ _ ,. , - _ _ � . ' __ _ � � , r • � 6- � ��; .. __ _ _ _ _ i. -,��. DI _ _ ',:,� _ ' - � __ � _ _ _ - - f � _ _ _ _ _ _ _ _- � `� > � o �___- ' �� ' RCP- �. �� . - - �- -- _ _ _ _ _ . _I_� - _ � i ]5 CSP . , n N �r!_�- 03;V �,-=, -�. . 161 � IV�� 12 .-_ ___._-__._-_-.___-_- - --RCP�IV � -- -_- ___ � TBDI-.�-� -- _ - --_ ____-_- . _ � � S 5�`-32' 5��"kY _ - __ � tJ) R �� z 160 (7616 �� �1617 �1 :>� Tb23 •-V \ _-_ ` 1625 � ' � ' � " ___ � -. ��- . W CHOR � �b xi i� ` . __ _ _ _ F _ SPECIAL UD � �-U _____ �S - ,4�.- � J D • � � _ _ _- - I PUE 858RT �� AC,.,- - '- +785' RT L BLGIM C/A � . - i ', jE� - _ _ - _ - � . _ _ - � � - - - _ . __� l6' .�� REMOVE �.I . 18' N - - _ �HOFD ... j C C m �. .. /5 REMOVE SPECIAL CUT DITCH � C , P. .l7 .. _ ...�' -�-' � 1675 �\ I... SEE DETAIL D � a o- - EIP m . � ' � _ +7SOJ 65' RT ��._ �_.���-. �.PP ' , , �TbTS� , � `.. F C SS 5 +20.00 ��' ' _ LLJ � E�� � � _ _ s . � / � ' � � - - c ` "` ` � -�:'..� 35 � � � 'Q�� � +45.00 -L ,-: � �.. +5t.8t '� � ., ' , ,' � - ao,� - � i .. - � 1 :� � � � � � ;� � / � ._ . --A� , UE PUE DUE � Z � � "� ._. _ ' � � -: +75.00 -L- 170' RT '.70 -- _ - � � � �; . i GRADE T DR41N � -__- � O . R J . ❑,,; -a8.9t '.,-� \ � �' � �'' PUE :�: ..P. _� _, , , �, � F `'i, F cND-�C/AFENC � r� �y P�. ------� 300'TAPE FEAirF � �RIP-RAP _ \ 140' RT ... / 0, UE ' � � _- _ --� „ STB �TONS w ~ ' � UE . .. , _ . F P� __ s ` +70.00 � 140' RT , PUE �� AC� ... . + +94.98 � � 2 110' Ni , 0.9i `� p � `: PUE • EiP L- 182i45.G0 ��� I'� l6 A�� � ?Pr 85' R7 55.9 � � ACC S4 F'F 80' P __ 'y i � --�, U EST SY GT � � � � � � � � � � �x � �°' BEGIN C/A FENCE W5 RT I � , ._ � � "� ^a�� �� iSEAL - DUB� ArT � -L-185+5r.o0 lzo•ar r� L- 05+00.00 � � , .�. ,:- �.::: �; '- � ,-. �o�Ri .✓ �� � � � ;�. WELL ,,._ �-., ;.' ' I V L _ END C/A FFNCE; \ ` \ � +10 00 L .. �. r +85' RT +35.00 ' I W � � '��� . - . � � �. SPECIAL LATERAL V DITCH J � � �,.� ��� � _ � , . Pr072�9 L . ...., _ j :. � � .�; � � : SEE DETAIL H r ... .+35.00 � / �C 100' RT . I . _ _. ... �1 . 109.59 R7 '��p' RT f�'\ I w 155' RT �� 100; R�T � _,--. �_ 110' RT �� __ _ 7 '. �� 70.00 � � � - END LL C/A :'. _. � , �.} -_ . D .. -'- ., r i�ru , �,.,.. I ��•� . 110' RT �. � � 85' NT � _ f +10.00- PARTIAL-�{� -� �� BL��180+90.00NCE +85;R�T� �'' �',_._ � v� -:: �� � �� 105'RT SPECIAL NT � BEGIN . _ _ _ V DITCH E - _ � .-, END C/A FF'i C� 125' RT SEE DETAII D ' i �L- 179+10.0 CL.6 RIP-RAP -ORl PC Sta. IO 69.42 +45.00 -L- 195' RTL- 124 r-I 160' RT qeay�. +55.00 +20.00 • EST l0TON5 195' RT ELMER U & ' END PARTIAL C/A NANCY B BURKE DO N07 DISrURB SHED �NELL 85' RT 85' RT 134 BEGIN FULL C/A DB 2620 PG 903 110'RT >>a�RT ' 160' RT �25' RT 133 TANYA C PARSONS -DRI- PT Sto. ll+/575 END CONSTRUCTION � GPS R3IOOAB-II CL. B RIP-RAP KENNETH E TUCKER DPBz57 PG 106Z � -DRI- PT Sta. /2+67.20 EST 3 TONS DB 2223 PG 1201 � -DRI- PC Sto. 11+8/.45 esr io sv �r � � -DRI- PC Sto. /2+28./9 � Q � 4 -DRI- PT Sto. 12+14.87 - � �27 STANDARD BASE DITCH � \ -L- TS Sto. 174+48.9/ see oernu s S 38` 50� �2.7�� E EST 65 SY PSRM � REGINALD STEVEN WILKWSON SR EST 15 CY DOE � DB 1667 PG 54 O � DB 28i8 PG 979 13� o -DRI- PHILLIP H & � Pl Sta 10+94.40 Pl Sta 11+98.8/ Pl Sta 12+52.93 �ay'/ uNon s COOPER N zse _ �,� �= 53` 05' 39J" (LTJ p= 38° l7' 30.4" (LTJ �= 89` 23' S5.6" (RTl N 62 00 -- oa zeai Pc i ,o3j'sz�W `� �� D= ll4° 35' 29.6" D= ll4° 35' 29.6" D= 229° l0' 59.2" 9" L= 46.33' L= 33.42' L= 39.O1' �� � T = 24.98' T = /7.36' T = 2474' � � �a�o��sz•W N� R= 50.00' R= 50.00' R= 25.00' PROIECT REFERENCE NO. SHEET NO. DETAIL B DETAIL C DETAIL D �p DETAIL F DETAIL H DETAIL I a-sioon n SPECIAL CUT BASE DITCH SPECIAL LP.TERAL BASE DITCH SPECIAL CUT DITCH O SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH $PECIAL CUT BASE DITCH ROADWAY DESIGN HYDRAULICS � Nat to 5<ale� ( Na� �o Scole� Nof io S�ole � � No� �o Scale� ( No� �o Scole� 1 1 IHorro s�aie� I � ENGINEER ENGINEER o�� n � Ha��,ol �. ..�.�..r�. No�urol � o� Fra�� Nolurol � o� Fill No�urol � p'� � Slope �f � Fill Ground ?'1 a A��� p.��h ����,��{ CARQ( ,� .•`��tN �ARO��' • Ground 3 �� `D'i�ch Ground J. 1'� Slope \\,.� � Q.� °� Slope Nafural � \ �� -Fill D F��� � �ti,���� `� O� '��� �'• N � �� � F��e� 5love 'I D F\o�s� Gro��d 3� F�o��a� ��� Nat�rd 3. �s� �� A. Ne< d Slooe ��0�:.•551��' '9 :�.•'�ESSIO,y••'y��. � � Min. D=.1.0 Ft. D Min. D=1.0 Ft. (�� G.ou�d �'/o p Po o��d 3:! p F\o Slope B Min. D=1.0 Ft. � �FE o,�,`; : oF `•.. Min. D=1.0 FL ' 4 SEAL i,= c` SEAL ' = B=4.0 Ft. 8=3.0 Ft. Max.d=1.0 H. : . ; ; � Min. D= 1.0 Ft. : z��QZ : � • �255�3 FROM STA.200+00 TO STA.201+00 -L- RT / Min. D=1A Ft. B=2.0 Ft. . •, ; � O�a- Max. d= 1.0 F. � 9�., F P� 2• ' F Q' • _ FROM STA.196+20 TO STA.197+50 -L- LT FROM STA.11+30 TO STA.12+15 -Y27- RT FROM STA.187+50 TO STA.189+35 -L- LT ii Type ofLiner= PSRM FROM STA.187+50 TO STA.189+53 -L- RT '�a�"•NG�NE;.��OPp 'S�/�.'•:�GINEE;��4,�� V T ofLiner= PSRM �'•S ',O,•' O '•.�y •.•• �0��� FROM STA.796+45 TO STA.797+25 -L- RT FROM STA.190+50 TO STA.196+45 -L- RT YPe h�T�M H� �.•��,, '••;RD A. N;•` FROM STA. 197+25 TO STA. 200+00 -L- RT FROM STA. 789+35 TO STA. 191+00 -L- LT � ������ DETAIL J HEAD DITCH DETAIL $ Morrrm.cooNnio,ia e,uc STANDARD 'V' DITCH STANDARD BASE DITCH uceNse r+o. F-.oaav �No��o Scole7 �No�to Scale� Naro,ai ,uam,ai \ DOCUMENT NOT CONSIDERED FINAL c•o��d 7.� � c�a��a d�.,`1 �` �.ou�d repa D ti d e Min. D= 1.0 Ft. �_ P n f e � Mox.d= lA F�. Officero4: M M FO Box >00 Min. D=1.5 F. � o uq�ay-va�l�no, NC 2�526 �whe� s o� 6.a' g= 3.5 Ft. maCoorvalo ww...mo+r �.�oMome���a: Type ofLiner= PSRM Mox.d=1.5 Ft. ,n� �38 . Type ot Liner= PSRM 132 0� � lyl,,,'IVIYIC�,' 1�1�GGlJ FROM STA.11+00 TO STA.12+15 -Y21- LT STA.196�r87 -L- LT � GARLAND L& V MT ANDERSON BAPTIST CHURCH TRUSTEES OF ^'�� RONDA G GOODSON = �i DB 1435 PG 434 DB 2978 PG 1368 ' DB R57 PG 90 SEE SHEET 2B-8 FOR ISLAND DETAIL �� Q�� � ��� C - j I SEE PROFILE SHEET 30 & 35 ���� � �� �� � -- C � � , � �. � �� O \ \\s �`�� ,�>.°r� ,' �� , o v � esr �� ��r �', a N �rp, o � est � �� � � o ' �3 j o � �� �� � z ��N�1�oN ��,�_ � � . o � , ,�� � ` � � � � ti _ �. /o � ;;, � i - - ,� _ � � 188+ 49B I � �`, � rn � A y� � � ������� � 00 K' n � r � \ 't'� -��y �� � / SPECIAL CUT BASE DITCH � � ��1 --- r ���� I�l �pw-�� � . \ � +95.00 � SEE DETAIL B SEAL ❑' �4r' • -L� ST Sta. 5 I a; If� e� _;.- �as-�T t,� �' i �'s� jy' O �ix� END C/A FENCE � III � II m I4� � �� � S STANDARD BASE DITCH :�� ��D. _ �� � ��� O SEE DETAIL 5 � -L- 189+60.00 ,JII � I I� �" " EST 45 SY PSRM , f� EIP � � � EST 10 CY DDE `�t'�. � I � +35A0 L +54.98 }.`I - . .. r 120' LT � Fw ��� +45 00 I 10 00 145 LT � +30 00 BEGIN C/A FENCE 85' LT 85 LT CL.B��RIP-RAP � W 385'TAPER 90' .I '�II �'� I 120' LT l.,- 190+qp,00 125 LT 125 LT P�E _ EST 3 TONS - �+I45.00�� �.. "' W "� � I EST 10 SY GT - 85' LT - � W � 2 � sPecini cur oircr+ � �� ,�� � 90' 3t3srAPER �o 'r � � "' PDE � � ' � 9o.oa SEE DETAIL D II'} � A fcNC( EN� C/q FENC� 120 �T '' 85 LT = t!� E -E E I_ ` i9i' i4g �� ��z' ��5.00�:-� i�9r3o.00 _ I -� ' hUE isa �r � +54.98 I�_ � 0 � � � 6 G =, BEGIN C/A FENCE N C 85' LT '� ' +75.00 SPECIAL CUT BASE DITCH END C/A FENCL C qCC SS FT. �� �' �� +90 00 - � CE55 PT � _-L- 19q+90.00 A ��S �7 k F 85' LT SEE DETAIL I -L- 195+3534 �� W C CHORD -- - ' ,�GRADE // 1713 \ ' 85'LT � W W . . EST 260 SY PSRM C' TQ DR.4� / R�. � �'" _ C W k' .' \ \ HW . � � ����_ _ ' A W Hw ,,� � W� �y N I � a�ot � � � � - -- � - � N --- � ---- �_ - > � N 24' �-/ PPES �_- __ ---_ _-__---_--_ --_ C _ ; �}.. �J 1 „ �-_ _ 9- � -L- POT Sta. 190+18.97 l2 � QEGIN CiA FENCE GI � �g�� 2GI 1714 .. OD �"R �� '�`J S� -Y2/- POT Sta. I0+00.00 �- is6+is.3a �nz FS ' 4a N �s� .- �' �� O O! �_ 15 `v 1707i � } V,.. � _,_._ � I,MOVE 'D1707, _.�___'_.__' �+ '-, �.�,� . ..-.=T ._�_. ... ___.--' � ..... � �I V� '�ry` . _ �� �� 1715 15" � 1 7) ��IF, O 1701 RE _ _ _ DI I � DI �I ��_ __ b� _ _ E DI - + - - V � �/ `'A� - - -- ---__ - -_ - -- _ -___ ---__ _ -_- - _ S 54`56'S5.8,E -=- -_-__----_ � _ ^u�. + A .� - oi � � , � � . DI / M a � �1703 ,oa �. r .-� > 1708- N �.. \ � � � � � � � � .n . ftEMOVE _ �� O ,: y�� - . � .-, , a ��. . �� I K/F� : j �ri ` ti REMOVE - ..- , ,-, , - 3PELIAL CUT DITCH 'J' +� � ..�'__ ' � u .. _ - - . _ ,. . _' - I ' - - _ ,,,/J.' SEE DETAIL D N . � ... ��'IKE �nn CLB�RIP-RAP 1704 . � . ^ ... _ 50' R \ ` _ 1B �fe _. I '�� 1710 �� � DEPRESSEO MEDIAN � � 23'. � i6' ��$ G� DE TO DR N FMFR('FN(;Y V�HI(`lF A('(`FS4 EI i , Q EST 2 TONS O`l +24.6 1705 �I / � � �- ' F EI� -�sTR�T]h� REMOVE ` +80.00 -L- 7716 �.-. ., _' . ..; � > L RE VE r . _ 1709 - � - - - = - 15 � - - O � m c }- -L- i98+50.00 -. DRAI�AY 85' RT -� � ` ; � ' _ r+ FIP -� CN` C/A FENCE .� :� =_\ � _ � " ENd� cia FENCE � �'� � � � �' - �� � - -� R � FENCE � Exsr �� A�w � � �/i CHOHD ;-- � ° � �-i2o r ��,� s N� A w .FiP eP N i � -- � - � _ _ _ _-- _� ' - � � ,; � � ...- - .0 c � _ _ t +oa.00 -�- e C EIP EST 7 SY GT � o. _, _ y_ C +0000 � -, ir - � FENL�E +54.98/ � '� F c 1192+10.00 60'ACCESS P7 ,� F,0'ACCE55 P��.�.. .. �_. -- ._ .,,,C �.. � i 7, 65�;�� .___:. 60'ACCESS PT. J�, - I 6Q ACC�SS I J +io.00 as Rr 85' R7 85' RT � +70.00 -L- ,. _ 115' RT ��� PT �-' 6 J I 5a72' DUE �DU \ F4� � ri , ' , , � � �E UE DUE P E pUE �U� i PUE -_"� I 00'TAPER �� �� PUE UE PUE P E ., , � E ' ns RrDUE � DUE D � i � 2a oq W � c� �' � as er GPS R3100AB 12 as er FEmCE � , � � W +OS 00 L 119.91' RT CL. I RIP-RAP � . ' \ t.., ' �; -1`60.00 .. . V `�� �- Z EST 15 TONS '_ �3 18 00 -L BECIN C/A FE' CE �� '�- ��,3 L � � L- S ., SPECA LATERAL V"��DITCH I_- 193+78.00. I655' JYr 1 -BL 5�,. l�0 TAPER � Mo . ,. .. ..� 385'7AP_FR i � TONSP � - � - A FENCE J .. . Y21 .._, SEE DETAIL H o L' - J ,,_� END��/A--FENCE � � EST 7 SY GT �.-� ���"f � �„i, SPECIAL LATERAL V DITCH � I� BLG 20Q�#40.00 2 _� _ Y2/- l P6000 306000 �Y21-. ��� +3000� CL B I� �y � � � - �� o N � SEE DETAI� H N� I � �' ' � I Z � EST 2 vi � � 30' LT � _ 1� ' I. 30 RT G I:. � Q T+37 96 L � '1 CL I RIP RAP ��.J � � � _ � 5`. � V II I +96 23 � �I � � rF � 115' RT SBKU � -� I E5T 20 '�ONS I � ~ I y �L �_ i L ., ' 40'R'F_ ' 0 I� �. � r n� 2 �� Iy _::. � , - I< EST 39 5Y GT SPECIAL LATER4L BASE � - _ � � i � I I r r � �..-LUiVTEER . .. , `�'i9 - , ` _ __ _ _ _ _ - JS - � � 40'RO so.00 � � � ��s THOM�AS e & � �� � • - �_'�� i 137 � ,TICN � � � ;`0�' ��1 � � ' T 15 � 135 � - � _ ���SEE DETAIL C 5 � �. � HEATHER H THOMAS �` .. . � 39 �. ��g�48;W . - SPECIAL L4TERAL V DITCH ,. DB 2902 PG 569 � i I .. '-` �� �-- -.� SPECIAL LP.TERAL V DITCH -J � '� SEE DETAIL H PB 65 PG 98 BANOYS CROSS ROADS SEE DETAIL F EVELYN L CALDWELL / RETAIN -/ � �� I E5T 90 SY PSRM DB 1466 PG 177 �_,- - BEGM C/A FENCE . VOLUNTEER FIRE DEPARTMENT , PB 21PG 18� STANDARD V DITCH DB 2981 PG 1781 +5000 SEE DETAIL 1 � -Y21- 11f30.00 I 30' RT -: r I la I ' E5T 120 SY PSRM ' � I�- - - � -� -- - � �4� ND CONSTRUCTION 4�'�, � � y2l- PC Sto. 11+96.23 �� � Y2/- POC Sto. l2+15.00 I �II I - 6�' . _-' " ROBBIE D& �'r - - - LESLEY A DAVIS �'� I� I eeinw �� � � OB 3216 PG 1032 M ' TANYA C PARSONS . PB 70 PG 160 j3¢ DB ffi91PG 1962 ' I,ll��o ��� -- - BM^IS -BL- , PB 57 PG 106 � -- ��TA 390���50 28�'RT � i H.tV.=950.65' 7,700 7,500 17,000 16,700 NC 16 -�- 400� � 200 600 300 � Z N o y �o � 600 ADT 2035 TRAFFIC DIAGRAM a i (IN HUNDREDS) 900 ADT 2008 � ���i�'i � .' � ,. N� ���I 'y� j� �, 136 -L- -Y2/- - O Pl t I l+ 7 Pl t l 7+4 Pl t l+ 4 - - Sa 8 55.3 s Sa 8 8.32 Sa 3 06. 6 ❑ _ - Y2/ PT Sto. l4+14.04 : I . � DAVID KEITH BLACKBURN � N ' oe z7oz Pc asi �_ l5' 4/' 39.2" (LTl 9s = l° 09' 2/J" �= 2/` 46' 49.5" �LTJ ;,;;�, , Pe es ac ee D= l° 26' 42.1" Ls = 160.00' D= 9° 59' S8.9" I� L- 1.086.08' LT = 106.67' L= 2/7.8/' � -Y2/- POT Sto. 14+50.00 T= 546.46' ST = 53.34' T= 110.24' Idn -BY21-116 "' 35g6 W SE =3045.00' R= 572.98' � I � RO = l60' � �� ��� PROIECT REFERENCE NO. SHEET NO. a �\ DETAIL B DETAIL D DETAIL E DETAIL F DETAIL G R 3100A ie � • -BY22-IIg SPECIAL CUT BASE DITCH SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL'V' DITCH SPECIAL CUT DITCH ROADWAY DESIGN HYDRAULICS �Nmro s�oiel I�o+o xoiel IN�.m scoiel IN��m s�oiel INana s�ael ENGINEER -Y22- POT Sta.9+00.00 -F�o�, / ,, ,,, ,,,NGM,IR,, o���n /R � o��«n CAR � No�urol � o� Fronf NONroI _j_ A� � Slope Noturol � \- FII Nofural Aj�( H �ARO '�N O( �c,00�d 3. a. on�n ee< >°` r��u �°` siova 3.� Ne� sioae K� .. .,;� � �.. �N • RETAIN �� � P�°�e� Slove Gro��d-�j p F\o Gro��d 3:/ � a��e` Sloa� Nai�ral 3.� _ d�\o\ie� Gro��d F o, P° � Z� 551 �9,�: 2�' SSI '9 : d D F Gro�nd F F � �FE 0,�9;� •�FE 0,�9 � Min.D=1.OF. d � ;a ��; � �a � � Min. o=t.o r,. Mn. o=t.o Ft . SEAL . _ SEAL � B=3.0 Ff. B • • . : : � � Min. D=1.0 Ff. M'in. D= 1.0 Ft. Type of Liner- PSRM Mox d=1.0 Ft. � 27702 : � ; 025503 � � FROM STA.201+00 TO STA.201+75 -L- RT Max.d- 1.0 Ft. : 2` O.rO� FROM STA.212+00 TO STA.214+00 -L- LT FROM STA.203+50 TO STA.206+00 -L- RT Max.d=1.0 Ft. Type ofLiner- PSRM FROM STA.202+50 TO STA.203+50 L- RT '��FJ;:,M1'G�NEE;��OPp 'S�/�. F'�GINEE;'p�,C � � FROM STA.208+00 TO STA.211-00 -L- LT 7ype ofLiner= PSRM 8=3.0 Ft. FROM STA.209+75 TO STA.210+25 -L- RT ,, T"••••" �O�S �•.��i'q '•' O,. FROM STA.213+25 TO STA. 213+50 -L- RT FROM STA. 206+85 TO STA. 209+75 -L- RT .���MOTH� �.• •. RD A M•` � ,�, ��- FROM STA.12+10 TO STA.13+30 -Y22- RT FROM STA.216+00 TO STA.215+00 -L- LT �.�..���.�•` ,��'•�������` � 166 v,o�rr nv.cooNn�o a e uc � DETAIL H DETAIL J DETAIL O DETAIL Ol DETAIL V �ceNse Ho.F-.oew �i- -� � MARY E SHERF � D O C U M E N T N O T C O N S I D E R E D F I N A L \ �.tp. []: DB 1i91 PG 105 SPECIAL LATERAL 'V' DITCH STANDARD 'V' DITCH w W BERM DITCH F W W BERM DITCH F riPE ounET crrnNHe� �No„o s�aie i �Ho„o s�oie� iHo��o s�oie� iNo��o s<aiei UNLESS ALL SIGNATURES COMPLETED �-� o x w f � Hor m s�aie� ', ��, -Y22- PC Sta. 10+36.7/ � o a Nn�u� Nu I Prepared �� rne � 2�� � NaNral �ural N 5.0' S.0 V W F �tr�,��t��o � M d� � S9- Na�ural 1� � FII Gmund Z � \ Ground �'➢""� � � ��fO,�d Office o(: ""' � p0 Box >00 �� s BEGIN CONSTRUCTION , Fo d � � a '� ° ** o ma �• G�ound 3. he� Slope � 1 5.0' d 5.0' V �� F.�q�ay Varno NC 2]526 N- Y22- PO T S ta. l l+ 10.00 o z ��- Ma000�aw �.,...m �, �oMome,�a, M'n D= 1.0 Ff, o�Vc. D 1,0��0� p/ cNANNELa[o � Min D=1.0 Fi. TYPe oftlner= PSRM Max.d= lA F. I . 10.0'V.C. ?) �JP' d �va:abel � �j7�.Y'f/i7�AC�/''iJL`LT �� �eoe 1V1-lu 1Y1C7 Ll\GGlJ +10.00 Mn. D- 1.5 Ft. Lengfh= 8 Ft. \/ ��� 30' LT FROM STA.201+75 TO STA.202+50 -L- RT FROM STA.12+10 TO STA.13+30 Y22- LT eH�ie d= 1 Ft. FROM STA. 210+25 TO STA. 213+25 -L- RT Min. D=� 1.0 Ft. 70' LT FROM STA.206+70 TO STA. 208+00 -L- LT q�• � FROM STA. 213+50 TO STA. 215+00 -L- RT Max. d= 1.0 Ft. STA. 202+50 RT F3M"19 PL ry 6,s°� rype or��e, PSRM srn. zoe+ae RT SEE SHEET 2B 8 FOR ISLAND DETAIL y �yy.to STALEV.=3023,g6LT• � ��� EiP � Faonn sra. zos+oo ro sra. zos+so �- ir SEE PROFILE SHEET 31 & 35 ,'� O FROM STA.12+70 TO STA. 13+00 -Y22- LT `O O � � �� O a � Q '� O � � Q�� ENo �,� F�N�E � O � � * �3H \ RETNN -Y22- 12+70.00 -STANDARD V DITCH � �4Z Q O SPECIAL LATERAL BASE DITCH � �' SEE DETAIL 1 � O \\� -� EST 65 SY PSRM �� +10.00 N � SEE DETAIL E N EST 95 SY PSRM PpL1L G& � y 30 LT _Y22- I2+70.00 DEBORAH G THOMPSON �� 145 � ��tD 138Z , �o- io r ee�iN cin FEm�e oe usa Pc aae N � c� � '; +�oaa �� � " � ,�_ • r' ` ^, , Y22 PT Sto. /3+//.3/ � w aiRPORr�nssocinTEs iNc 06'� eEci24� Fe�ti�ce ,os�r .', SPECIAL ,.11 REFAIN _ �... _.-. � . _ ._ _ ._ _. � - ,, b DB 1388 PG 582 '., ... ,..-. ���' . ,-.. � - 6 30' RT NT DITCH � � � � SEE DETAIL D "-'.1" - , � O.0 1�•� `� _ +�85�T __�' ��'_.,. m a DB 2465 PG 1762 �. -��� '_#� �� EE r � 30'RO� ��+ .7*3 ��'.. � �..� 140 .. �.._, _� '-:.,,�1... I t ODB22�OIPG 5 94 ..I �.'" .� O ;( , -i_ , ,� ,�P - _ - ., ':� , I . � /r O 40' RT / ` . 75.00 {' � P +Ip:00 Y22 � 85' LT � `v' • C o, Z40' RT 4' ' 4 �./ a '..� ' ` I 100' LT i� � � 75.R5 . I +70.00� ~ ., � ST 155 SY'PSRM �.'t , ' " ' 140.00 SEE DETAIL ; 725' LT � , 5 � 4 V � �- � =4 41 � I 1� 40?� a 157D. 240 OtTCH . o� STD. 240.01 65' LT � ISBKo i =� � �,. I o � 7 �. +30.00 125' LT �N \i W , � c9 `� , SEE DETAIL Ol BERM V DITCH I ,� +56.52 � y w � ;-. , / � __. , `� m - '� ,.-i r� 85' L W � 14 �-NCD T�' +65.00 1 - �J,J ��ba� e�3 , �4' PS PDE PDE PDE=-�_ � +is.00 �ao� �r � � � � � - _ 2 i 18 OOPG 1977 � C �' � � � 300' TAPER DF � }- U v -L- ?14+00.00 � �� -------- ��-- Fs �-Ppoa�r �/ __ _-E P � � ; +3as0000 � ��� EN���� i ���'_ I ENCE w ev �r,4, q�5 iao� � PDE _ I � oo � N �I - 1815 ACCE55 PT � '� LT G� � � - - - �� � E �� END C/A FFNCE �� � 85 LT 85' LT � ACCE�� Pr; W . � ---- � - � � P � ., +,s.00 -i- �� -- _ � � � -�.- ao+6s.o� ' � , -�� � �� W W � o' , � as��r R --� -- C � ��E H R E E- R � c� ` / , '' ., ti � � -.- 1,� 1,8 N � ' o . - IS'I � � _ _ - - - _.__ _ W ,, `: � 36,� N ' � - Y ` � � 2GI v� 18" 1611 . Yr C � SPECIAL NT DITCH _ � < - 1818 C - - - --�� ' - - - � - 0.00 L N ,' 1806 � � _ � ' � � - � REMOVE �_- � _ O� � 2GI � FS �-�n , � _ � ' + �� � SEE DETAIL D � - � - I � - O '�eREMOVE �l •�� FS -- _ y 2GI �8�4 0- � ' �' PPESBEGIN C/A FENCE �T EPS CIAL CUT BASE DITCH � �82� .� � _ � O `e - - //+ � N ° n ¢ �v . . � (E' - O . � . N � (� . . . , �� ' . 4 .. . ... ._, ,' � iF � � ..... ........ -\ � ':.. , e. o ,�F o 1816 .,m�i . SEE DETAIL B ". � �� � � 1801� . . . � > N •4 . _ . . . _ . . - tIP _ - � � � _ , co _ . . _ _ _' . - __ m_. _ ._. - . ._ .._ _ _ .,4, �_:, EIP �. � � � � � - � iab2� ��� -y� "�,'�� N � � � � f -� % �� � �� ` 2 �so � i�� � - ` �. 0 O � REMOVE .�I. . ��. I ..-�/ 1 . � . - . ' . . .. . ._... _:_�� . ._ _. _ -: � _ ' . _ ; _'_ . _ - L � , � . � .-.. T „ _., - „ iNc iw � - _ �RE VE „ I _ - - __ _- _ _ - T - i_ 'S""c� - -� - --- - --- _ _ T� _-_--_ __-_-_-__- _-�----- - � �'55.8"E J - cc-iv _ - - - _ � �� � _ � �,� =-- Rcr _ _ - - - - lf� O ���' REMOVE �I' �VP DI 1&08 NIDI DI =, I A _� REMOVE TBDI > TBDI ` �� c � r /� RAL V DITCH - '� . � � _ � > . N � ...- -,- �n JI _' . N I M - / q /5 /7 1819 U 1821 SEE DEACIA7E ^' q � - \ \ U, �, �, .. . . _ _ -' . _ - . . . - _ . . _ _ - ,c, , - _ _ _ - -.. _ _ . - . . - _ _ � �. . _ ` _ _ O /i,�_� i ' � _ . _ SPECIAi CUT DITCH -,-.�„ �,,,., � �1805 PPES 2Q'R 20"R PPES ����q GRADE5T0 D� IM Eip. � - = REMOVE . _ Q � H I . i F'.. - . ...-- `. -- j -- - DETAIL � � _ \ -- ._. � . _- '__ . ,.,... . .._ :' - W� EIP �d , . -, ..-, � ��,�` EIP 5' 1817 . . �� � � � '� ---xi-Nc W�o . �� � �_ 75 `� 1810E s c�� ��e_C __�_ F. _- �___�� TAIN �� . � �v �..}5 ��-'��-� �CEIP ` 1820 EiF�.,.,-� `- --- � N SEE D � ` 2_ � � reiw 1803 � � � - �- 1813 � � � RE � +56.52 / N `�� � M . � R ��� � i �� C `' - � �, � - �-_ � Pres18 � -- O. cHORo� � as�ar C� i _ ..' � ' ��. � W 60' aCCES� P7� ' ..� 60' ACCESS PPU�E -�� .. � PUE - �QUE � ACCE;S F7. . .-.. �.:, �� � �' � .-' .� W +s o0 0 � - a. e Ria-w.P � I O c 85' RT � .. . ,� +36.52 +15.00 P'� � J , �, , PU� ��._� I PUE E � PUEI .� .-. , ` ... , ioo�er � esriso�s �� <c � as�er _ � � - : , . � � 85' RT � = 30.00 � � 120' RT � � � � 60 Al,�^�-S R UE , DUE 1804 ' ,.. � 15 ' -. ' ^ bS ���T. \_ _ _ _, � 85' RT ACCESS P . � v +50 00 L C SS . �� TAPER � ' l00 TAP R AC E I PUE DUE � � �s ' F c E� � PUE .-- -I o', . ..'.,EST 120 SY PSRM � � �� I �.- � I ; ' . ' ��• �' BLGI20 42FENCE _ 190 RO W Z � 90' ��� .._ SPECIAL CUT DITCH � IS., �� _ " � - � � _ ''�' .. . � � � `� � � � n,� _ . _ _ � SEE DETAIL G ' � BL-55 _ � ' '�, ,`, � � �� � � Na cin FENce � eEciN cin FENCE � V , RFTAIN 78" +1500 � � '+9200 L� � �-,i' �' � +50.00 �� _-i-- �� - : ' ti °� �, . -L- 2I3+48.00 -I_- 2/�5+95.00 i J �� 85' RT :� '. � = RETAIN � I I �� II IS I AND HW SS' RT � tJ 85' RT I 100' RT ' ' i � + _ i ` 115' RT ` : i- � _ �..� _ ..: � TC � i _____ �5 i �m 6500 '-��-� . zI Ir �:: �•. I r_ II _ BEGIN C/A FEN(:E . BL 56 E 2 : -„ `\ E5T 55T5YU SRM 130 RO _ J � � o , 85' RT `� I- . H � � - ioo-Rr � ' � -�- 206+05.0o ENo _ria remc =�' �� �� I U � ❑ ___ 1Y..�.. � � , I I II ' I' ,-�...,-- � .-'-L- 2J7+,c.b2 �� � � � '� SPECIALLATERALV DITCHJ a, � � � �"-',.. -'., I I � . - SEE DETAIL H SPECIAL NT DITCH SEE DETAIL D I SPECIAL LATERAL V DITCH I - END C/A FENCE SEE DETAIL F -L- 202+35.00 - �44 �46 EST 100 SY PSRM _ ' I � O - -f �v �v T t ll 3 �STREAfv1 BANK STA8ILIZATION - . O L 5 5 a. 2 6.52 � SPECIAL LATERAL � SEE DETAIL V - PATRIC�A C UTTLE JEREMIAH E BUFF V DITCH ��- CL II RIP-RAP DB 2953 PG 64I _ DB 3062 PG I487 _ - SEE DETAIL H _ EST 15 TONS PB 21PG 182 - STREAM BANK Q EST 20 SY GT PB 20 PG 38 srnswznnoN -L- SC Sta. 212+5652 SEE DETAIL V o �4H -L- POT Sto. 202+30.68 °� � CL. II RIP-RAP EiP N EST 5 TONS BILLY D BUFF -Y22- POT SfO. I�FfOO.00 - EST 8 SY GT & JOY F BUFF � SPECIAL CUT DITCH I SEE DETAIL D ROBBIE D& _ LESLEY A DAVIS DB 2295 PG 355 140 D8 3216 PG 1032 143 147 DB6253 PG ii94 PB 70 PG 160 � I JOSEPH EVERETT BAKER I MT ANDERSON BAPTIST CHURCH DB 467 PG 709 DB 2295 PG 357 3 PB 21 PG 182 PB 53 PG 119 N 6a21'i4" W TRAFFIC DIAGRAM � 600 ADT 2008 ' i35,4�' I (IN HUNDREDS) � qDT 2035 I F 800 � - p N e -L- Q> -Y22- 6s St0`3�49.9"2 Q St5�7 24.088TJ soo soo Pl Sto 11+75.55 Ls = 120.00' D= 0° 53' 03.1" I 150 aoo ,1 aoo �= 20' S3' 56.9" (RTJ I LT = 80.00' L= 598.29' Nc tb �/ � � D= 7`36'38.8" ST = 40.00' T= 299.36� JOSEPH E& -L- ti _ AMBER W BAKER L= 274.60' R= 6.480.00� DB 2295 PG 357 7 500 7,500 ,�'�9. T= 138.84' � � � SE = 03 S 9e°s,,q�. F Pe ss Pc n9 is,�oo is,�oo ��o, � f? = 752.83' RO = l20' 99��s' � PROIECT REFERENCE NO. SHEET NO. a � DETAIL B DETAIL D DETAIL El r� DETAIL E2 DETAIL H R-sioon i9 � SPECIAL CUT BASE DITCH SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH Q SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH ROADwAY DESIGN HYDRAULICS �No�io s�ale� �Hoim s<aie� �Naim Scoie) (, �No�.o Scaie� INa++� s�aie� ENGINEER ENGINEER _Nm .ai s.� o� � v,o H_ ,ai -L. n� Nec DIOPF Hor �ai � o%� F�n �� � i �� F�n H � c ..���H CARO(� �• .•`�ZN CARp��N. G�ound J:l p [�e< D�� � � Gaund 3. F\o Gro�nd J. -_. A'. � a+ • • F�° sioPe ) p d I p F�o ac sore a 3,.1 ' p F�ote� siov� c, � n 3.� p F�o e� sio�ae ` Z���FE5510,�;9•Y9 �� �' 2���FES S Ip,�•,'Y �� I ° I . �% `'. �. � Min. D=1.0 Fi. Min. D=1.0 Fr. � ' 4 SEAL : � � 4 SEAL : ' 8-2.0 F�. B � B � 21IOZ � ' O2SSO3 '' Min. D=1.0 Ft. Min. �=1.5 Ft. Min. D=1,0 Fi. � � � FROM STA.275+25 TO STA.216+00 -L- RT O ' '2' �• � � FROM STA.223+22 TO STA.227+25 -L- RT FROM STA.218+00 TO STA.223+22 -L- RT Mox.d=1A Ft. � Mox.d=1.5 Fr. %9g'•``N��NEE;:�QQ'� %�i �:,NGINEE;:��F,�� 8=3.0 Ft. B=2.0 R. FROM STA. 215+00 TO STA.215+25 -L- RT ':'�,f�� •. .... �� '•.�C�, ... O.� Type of Liner= PSRM Z Type of Liner= PSRM •,� j' �\,,J� r� q 0� � �.• FROM STA. 228+95 TO STA. 229+00 -L- RT .���MOTH � •.�R A� M.•` FROM STA.215+00 TO STA.216+00 -L- LT FROM STA. 227-25 TO STA. 228+95 -L- RT �.�..���.�•` �'•�������` DETAIL V � LICENSE NO. F-I0669 MOTT MACDONALp 8 E, lLC rire ouner cHnNHe�D O C U M E N T N O T C O N S I D E R E D F I N A L � Naro s�oie� DETAIL Q DETAIL U UNLESS ALL SIGNATURES COMPLETED ���._. s�ry M1 o,/-_��od LATERAL BAsE DITCH STANDARD BASE DITCH p red in fhe d �Hor� aiel b �Noiio s�aiel repa _,a�m"� Na' j�^{ Npe Offi e o4: M ural cl «-- I Fill Na��ral �rvl I�A PO Box >00 t� Ground 3) ��/r� Slope Ground 2�� .�� � Graund MOTT ��� Fuq�ay-varino,NC 2]526 G• �po��� d ' D"+�� d � maCoorvalo ww...mo+rma�.�oMome���a: � jvo�abio�E� g Min. 0=1A Ft. Min. D=1.0 Ft. ♦ 7�,y'/77� (�J/"+�� Length= 8 Ff. Max.d=1.0 F�. B Max.d=1.0 F. �jyyy IVl`/IC7l�1�GGlJ d= 1 F}, 8=3.0 H. :� 9=3.0 F. \/ 'When B 'i 6.0' 6=5.0 Ft. STA.220+14 LT �M1�s�mT��'.ioneTo. aoc-s�azez Type of Liner= PSRM Type of Liner= PSRM FROM srn. zie+oo ro srn. zn+az -�- �r sTn. z2s+zz -�- �r SEE PROFILE SHEET 31 r � O _'� � • : ..r _- _ iSBK� � . � , \ . � 14rJ � ' a � < � , 4 � ���� � � � G�-- '�� , � �� � o tj � ;� ��� � �� ,. � LITTLE MOUNTAIN � � � _ - AIRPORT ASSOCIATES INC / / �-- - - DB 1388 PG 582 y' O � � -�- OB 1586 PG 850 _ �� ti-, � 152 N � �� S� 5�'` DB 2465 PG I762 r ' .. .... DB 2605 PG 1854 � �� N DWAYNE RAY CALDWELL /j5 �i �- DB 2701 PG 5�9 .�� � � l l� __ 2/7+90.00 � o� . DB 2579 PC 1531 j5 '' j j5. kcF L 0� � BEGiN Cia FENCE ^ �• EST 5 TO�P (�~ / / � +4500 I . EST 14 SY GT �-•.� ,3 / � .. . m o 85' LT ...- ..... " j5 .,-.. .� O � oo.ao ,<o- �T N O - SPECIAI L4TERP,L BASE DITCH -� � 8� 190 LT STANDARD BASE DITCH ,� z Zsee oerni� ei ` /! ' iao �r \ -L- SC Sta. 228+10.95 ' . _ : EST 145 SY PSRM � � �% REMOVE 190 LT P�E 15 ���� � E5T 80TSY PSRM CND C/A FENCE � � ^ � 24"RCP 8 HW +30.00 O W 105�0o EST D70ACY DDE ,�O �Q 19 � APPROXIMATE LOCATION - EST 20 CY DDE � L4TERAL BASE DITCH ' � , L 2ffi+45.00 � OF EXISTING 24" SYSTEM 85' LT +60.00 W EST 190 SY PSRM --' REMOVE E%. DI ;� 95' LT 85' LT\ ... I\ � +85.00 � . _, 2 .-, _ -- AND REPL4CE / 115' LT 740' LT . .._. � , � . _ � OS WITH NEW DI .- 140' �T 140' LT -- ?� '-'� _ ' PDE F TDE- TDE STREAM enNK srneaiunoN TDE t6E -L- TS Sto. 225+70.95 ' - -�- oG � eeciN cia FENCE zz�+os. ACCE,�� Pl% '� t� _�� SEE DEfAIL W � w � ���' W (/i f� PDE , - PDE �vos a u aie rsnr S � p ' p ��. ' � - .. �+55 00 � �- . ~ CL. I RIP RAP .;.; � � �-., - - � +30.00 W W C� �- `�� -x 1 R:� � 19082GI �.. 36„ � �� `_ EST 15 TON5,5 _ � 1914 -� ., .. � EST 2�2TS�Y GT � +80' LT A�CE55 PT. r � 85' LT T E PDE / aeMove za^eca PDE esr 2o sv cr +io 9s , �os� �r � W \ ._ - - - � � � '� � +54.81 �. O CHORO _ � _ �, �; - - - - E _ 85' LT / � R .�. �,. .. �: .. . 85' LT PUE i 36" VI � _ CHOR C W �_ \ 85'LT �� � -_- �- '-____- i� ' ��` �--__- - --. I I ;, Q.. � END C/A FENCE � '- ---'..-� U �' +74.81 -----� .._END SBG ��� ��' - : _�--- O - --- v - : GRAU 350 _ � ��` : � O STA. 223+25 -L- LT �� '`- - ... -_,�,,,,_ L- 2I7+30G0 '.J'," -'.- o .. 85' LT 1911 1912 1913 -.�I _ _ o / W , M F . '. �r- ____..-_ .- _ .. � �. ; , � . �.- . `�� . _ 7 �2GI r . .15". 2GI - 15. . 2GI � G�..3�� �`-`, �,"�wz GRAU-350 �v ` �_ � _«- �- i-�14B2' s _ __ ' -- "_ .._� : � - ' ,. ��. _�L,-L �vU - - GIN�. 5 .. _ > _ O � 9 � ; _. .. 0 57L�.-T7�+. 7.�-L- LT . � � . o '� � _ - � ,. -o _� = T � 16 '�. � . .._ . � .._..._ .. _ - - _.._ ..,... .. . _.'_ �'.� - '6 _ _ ""' � 0 nu � � - � .�-. . _ . - ---T-^• �_.-�'_ _ Ex_ wc aiw .. _ _ _ _ _ - '� - .�-r-.,--------r,-r�-•---�-Tr- - . .., , ��� '�TB01 `v O � -_- _� . _ _ _ - ,�: _ „ _. . _ _ _ _ _ _ _ _ _ - - _ _ _ __ _ -_, __ -.i .: .. 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' - - - - - � +10. 5 � �i _ _ _ _ 24"RCP ---- _ _�_ _-� ,. PDE- 85'RT � PUE p�E ----� AccEss Pr. see oerna s I �EPDE � W I - PUE PUE- PUE � PUE PUE PUE PUE PUE PUE PUE�`-- PUE J +1095 J i 700' RT I Z � +54.81 \ / �95A0 CL. B RIP�lAP � �q g� + 70.95 SPECIAL LATERAL V DITCH 120' RT 86.54' RT E5T 2 TONS �J SEE DETAIL H �2� RT END C/A FENCE BEGIN C/A FENCE �z� RT 100'RT EST ) SY GT END C/A FENCE W _ -BL-57 -�- z2i+ag.00 -c- 2ze+49.00 iza er -�- z�s+as.00 Z U +oo 00 SPECIAL LP.TERAL BASE DITCH ��5� RT J � 150 -L- CS Sto. 2/8+54.8/ -L- ST Sta. 2/9+74.81 15� EST 3D15T 9Y ESRM = � JOSEPH E& CUSHMAN PROPERTIES LLC L� AMBER W BAKER DB 2735 PG 1206 1"� DB 2295 PG 357 PB 53 PG I19 � � � � a a ¢ � � -L- � Pl Sto 2/5+55.88 Pls Sto 2/8+94.8/ Pls Sto 227+30.97 PI Sta 233+81.93 � �= 5' l7' 24.0" �LTI 6s = 0` 3/' 49.9" 6s = 2° 57' 48.9" �= 27° 39' 09.8" �RTJ ° D= 0° 53' 03.1" Ls = 120.00' Ls = 240.00' D= 2° 28' 10.7" � L= 598.29' LT = 80.00' LT = 160.02' L= l.l1970' �� T= 299.36' ST = 40.00' ST = 80.02' T= 570.98' ° �� R = 6,480.00' R = 2.320.00' =', o SE = 03 SE = 06 �� � i RO = l20' RO = 240' -o e s a a ¢ � � � � � 0 � � PROIECT REFERENCE NO. SHEET NO. DETAIL B DETAIL D DETAIL G ��� DETAIL J I DETAIL H SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH � STANDARD 'V' DITCH SPECIAL LATERAL 'V' DITCH �Noh�o S�oe) �No��o Smle� (Nolro Scale) J1� (Notto Scale) �No��o Scale� f.om F,onr � � i on�n � o� on�n �`r,.� How�oi Now.oi Grurol � o�� F'ill NaNral p� � lope NoNrol a� Slope Gro�nd 1 \ Ground � F ound ?./ D F�o�te Slape Ground 3.� p\ Ne� Gro�nd 3:! p F\n e� \�� '/ p �,� Na�ural � p1 °� ill � d d Ground J:/ p F\o s� SIoPe � Min. D= 0.5 Ft. Min. D=1.0 Ft. B= 3.0 Fi. Min. D=1.0 F. Ob Min. D= 1.0 Ft. Type of Liner= PSRM Max d-1A H. � Mox. d= lA Ft. Min. D=1.0 H. FROM STA. 229+25 TO STA. 230+00 -L- RT Type of Liner= PSRnn FROM STA.233+50 TO STA.234-00 -L- LT DETAIL R TOE PROTECTION � Nono s�oiel e °�F\oQe Natvra� �,'`F�\S\o Ground d PSRM d=1.0 Ft. Typ f Liner= PSRM FROM STA.230+00 TO STA.231+05��-L- RT O O \ o M N � CHANNEL EXCAVATION �`'` EST 640 CY DDE CL. II RIP RAP EST 80 TONS - � EST 325 SY G7 +25 00 � "-'- i 150' LT � �APPROXIMATE LOCATION ',� ES � - OF E%ISTING CROSS PIPE ' ES +00 00 �� TEMP. SHORING r�^ 85'LT�'-. SEE TMP PLANS� END C/A FENCE 105' LT +60.00 -L- 230+70.00 O .�150' LT 2 a +15.00 Z e`�,j SS' LT 9,?� _ 105' LT � F';;� +0500�. � 135'LT ��� 85 LT `' W,,,Q�E . ,os- �T :_, �, zoo W �`� °GF < � Q E .. �qC �SS 7. .. .-. N � � - _ - a +30.00 :/ R � 85� �T � W F � ci. ZA. W � st� � �� � �� � -B - T �A _ L N 200 � Sl /F R ��- � 'J- \ ,- '�1.� R ,. �. - . � . _ � �• TBDI�200 y� . �, ����� �t- - \, � .. - �i"2003iTBDl =. � Q� ,y `�� O i - �� _ rvi ...__ \ = - �i. + �� EMOVE - -- _ _ � \ � - (`.� zoo z�i (� 2GI\00� � N� RFMOVE - ' `\ � � 15' �^ - 7' X 8' RC :y� ` .- � � , \ N �F �GRAU-350 d � � -F. � ., F ��a 'v� //G � . P FROM STA. 236+00 TO STA.238+00 -L- RT �I� FROM STA. 231+05 TO STA. 232+00 -L- RT FROM STA.229+00 TO STA. 229+25 -L- RT R-3100A 20 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .•`��H CARO� �' .•`�tN CARp��'. �Z���FESSIO,y'/.Y9,�• �'2���FESSIp,�N'y,�' : ��'. � ��'; ,: f` SEAL i e � 4 SEAL : � : 21702 e 5 '; 025503 e: �2� . . '��la�"'�!✓GINEE:��OP: 's�i�;:,'t'GINEE;'��q'C� �_ ,���„'�M�1n.•o``,• ,�yAR�u�:�Moo,, _N35°52"p3"W EIP MO�LICEN�SE�NOOF.I06691LC „I, "„ 149.14 DOCUMENT NOT CONSIDERED FINAL -_ N 36. UNLESS ALL SIGNATURES COMPLETED - R D& LINDA C zp5.93� W Prepared in fhe HUFFMAN Office o4: M M po so.>oo 154 DB 1231PG 687 rr F�q„o�o mao Nc z�sse S MACDONAID wwwm �� c.�oMomercas LITTLE MOUNTAM FARMS LTD PARTNERSHIP zpopp�"E ♦ DB 3058 PG 512 - � , Vl�jQ�/T�� � - � _ � Jr% -1F � ' .� e o � �. oaa g,o ,���e� N �� si��v o a SEE SHEET C## FOR CULVERT PLANS �' 4 . '�� � �z.- ; �,-, LWDSEY M HUFFMAN 158 T �--- � DB 2747 PG 840 ��4 � � --- _ - � � � _ NC DEPT oF rRaNs SEE PROFILE SHEET 32 � �� L DB 2537 PG i962 � � f� � 154 ,z � , ❑ ?� -L- CS Sto. 239+30.65 r �. ' �. a eia-enr -', - ' Y,_ LITTLE MOUNTAIN FARMS L1D PARTNERSHiP T 2 TONS .i ; " , �w;�i �,� ti�.�,, � DB 3058 PG 572 T 7 SY GT - � - - �� - 6Erlh C'A FENCE � ��� "^,i t� :' � O -� l.ii+3�00 CL. B IlIP RAP , N i i•... CLAYTON S& ':-, N 2o58�q3. W ;�'END C/A FENCE _-�-- zi��'-..r �.. n � EST 5 TONS �� � VtCKIE E KIRBY � o�6s� BEGIN C/A FENCE +00.00 ;EST 14 SY GT �-, � - -L- 237+qOQfY' L- 238+00.00 �P � 135' LT +65.00 A BE�IN C/A FENCE., � BP , , '.� . � � �� I ', `O �� SPECIAL LATERAL BASE DITCH �4. .� 85' LT - 4 � � - _ _ _ L .234+7/.89 I � SEE DETAII B 105' LT i '� M �6 1231 PC 686 DUE -� __ 156 - � w1, � l �� 1'^ { �DUE � �� - � ��, � �/ ( �L � � i , � , i i �I. \ � � , � •" E as ��1 � � P E ' zi i_�4„� � , wi�Tl� _ _ t . _ ' , i � �_ � _, � C � ESS Pr. , . , PUE � � +�70.00 ��„� . - . � ��, - _ .. �.. 2ot2 �� P� �: .. .. �:' --��� r � - ' _,. � ...: � . C 4C oerni�a e . �� r��._-� 9 �a�� �\� ��-� 4.. �--- PUE ��es� ! +uoo, ;. ATERAL A$E DIT�H -' - i�- 2q�� EST 380 CY DDE � � ��. 85' LT ', ` ..- �� EST 290 SY PSRM TL 3y+//.g9 .. 2011 1 2016 � ,.. R AC� P�/E 90' LT '. - '- f1. EN� ('/ FENCF �2G1 � ' . . ^ . F L 3GI - - � �'T 110' LT 105 LT _"""-�.�.. • ,, ��-_ . �-, � " - . � FS 3GI -~- _ � E.._ ���+30 LT �' ' �'�, _ : �---�-_ � � C E 8b � .. � TBDI 2013 �� 2017 2078 �' � �� --� -- - --- -- +5500 . , --.-.. '� _ i . FS - _ � O . _._ . ' ___. -. � ExisriNc a7R�""' -. ,. . , E F ', - 2q O „ FS 2GI . _I - - � 105' LT �. _T .__ i ,'� _ � _ - �� - _ _ - - - - - - _ ' `" _! , , ' _ � �, -, .., _ - 9 REMOVE DI � � +95.00 !.., _.. L � -��__PE = � " �,i __ - REMOVE REMOVE \ '^ n - _ 201 - REMOVE DI 83.56' LT II�., _ 5 � - REMOVE DI ,�., ., - ____ �.._ .- _ '. n REM ___ --__ Ci - ___ _ _� - _ ' \ _ . _ . ___-_ � TBDI(20 �-�_- , 2GI `:; � _ _ _____ __�_ �,- 2 � -� _ _ \ ____ __- \ .....-�-.. .. _ - s_���:� \\ __ - - � �2009�.. , ,., .. . � .-,-._r GRAU-350 ____.___ ____- ove V � h, q BC -{ND�. SBG � - - - �-- � __�A.234+24'-L-R3, �...- "' 2014 2GI iF.. ___ . __ __.__ �-. _ � �_ '�\ xis i� - __ �� �� \ \ � ' � - c, - � _ � �; _ � _. _�_. - . P � �/� .._ . ____ _,.� , �/ _F - \\ F_.f � -FS _..._. �a __ � _ __ -��.__ - �-\� � E � , � - �� � - � � , ; / � , 2010 +00.00 - , •. � _, -... _ � p �� � '/� ( �, i � y• .. 85' RT \ PD� - PDE 85' RT REMOVE � F 2015 _� o -� �� REMOVE ` �-\c R�MO � ,:' " 115' RT P�E �� � � - - tSf +25.00 +65.00 . fr � 2� R -...... , . � vE O 85' RT 85' RT W W - .... ... \_ +85.00 200 _ � C � �` 85' RT _:�'70E PROTEC710N'-:. �.� � �S� � --� � � `. �_ 115' RT � DE O�� - SPECIAL CUT DITCH . �aERMq �;� ����5�, � "2� R ` �- ` (�(� +9500 � I ACL - BEG/N �C/A FENCE� SEE DETAIL R �: S +75.00 SEE DETAIL G �k, E � -,.._. .0 ,�. ��� .... � '+ BM�20 BL � _ � � � \ST 250 SY�_PSRM '� CL. B RIP-RAPV STA EV.=970 95' , 2/ F T E +20.00 EST 265 SY PSRM� '�-, EAs �4� 20z1 ?2:� �\ FREMOVE � L 229+4500 � g5'RT � !_� r �.� 85 RT 431+08 IR'RT`-�_ --, W . E L � 2 � S . 115' RT 115 RT � . ,. � �..' 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F v \�� 700' RT STA. 229+87.5 -L- RT SEE DETAIL 1 SCOUR HOLE PREFORMED EST 11 TONS , � 85' RT w -"�� �� r E5T 75 SY PSRM SEE SHEET 2D-1 � SCOUR HOLE EST 22 SY GT �-L- 239+15.00 � � �, SEE SHfiE� 2D-1 -� ; -BL-60 � / SPECIAL LATERAL V DITCH jS3 o s �SS p� I V SEE DETAIL H O � O � 1 I \ DAVID A& WANDA JONES GOODSON _- /i. � PEGGY W WEATHERS DB 2239 PG 980 ������ �� DB 2042 PG 1461 DB I443 PG 907 -� s � oyP � n,�s �S v � 159 � � / 160 �Q 151 \ CUSHMAN POERTIES LLC DB 2735 PG p06 -�- Pl Sta 233+81.93 Pls Sto 240+10.67 �= 27` 39' 09.8" �RT J 6s = 2° 57' 48.9" D= 2° 28' 10.7" Ls = 240.00' s ,, L = l.l1970' LT = 160.02' 390 asq T= 570.98' ST = 80.02' a� 'F R = 2.320.00' \ SE = 06 RO = 240' / WANDA JONES GOODSON � z�� DB 2239 PG 980 �: DB I443 PG 907 > / / / � / / � � � � � PROIECT REFERENCE NO. SHEET NO. a � DETAIL D ��OZ DnviD C& a-sioon zi � SPECIAL CUT DITGH �s�s'AAA''' � TDB E9 5 PG`507 ROADWAY DESIGN HYDRAULICS i Nm+o s�oiel \�+ y�8 ENGINEER F,on' �� PB 32 PG 114 ,.",..,. ENG,N,IR Nm ml -1_. E'\o e� o°an � a9 Ob'A, \ ,.���H CARO���• .,o�tN CARp��N. Gro��d 7:/ p f� -o!`� �V � �Z���FF.SSIO,y`9,�• ��Z�'�FESSIp,�•,'Y,� M��.o=t.o F�. � \ �� SEAL SEAL � t '�(.\ : : : : : " FROM STA. 249+00 TO STA.252+00 -L- RT / \ \ e6 � �� � 4 ' 2' •�• � � 27702 • 025503 / s %•�Fs�.aciNEE�:o�og ":�'.�y:,NciNEEp�o�``�;° a �'•.,T�MOT n. � ��`, ���AR�� �o Mo��,,, m� 5�� E / \6Y MOTT MANDO NOOF I0669 lLC '' 42�38 \ / 5 4�� p2 DOCUMENT NOT CONSIDERED FINAL / GiLBERT H SR & UNLESS ALL SIGNATURES COMPLETED SYLVIA G CALDWELL \ Prepared in the DB 1987 PG 1278 Office o4: M PB 32 PG i48 \ M Fo so.>oo uq�ay-varino,NC 2�526 E\P � MACDONAID www_mo mac.mMomancas 154 -Ll- ST Sto. 10+00.00 V�1��� -L- POT Sto. 248+23.86 = :Et"'s7�'�" ;a'�,�;"90�" `a=e= LITTLE MOUNTAIN FARMS LTD PARTNERSHIP -LI- CS SIO. 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T REMOVE _ � N .�. �� N TO PROPOSED GRADE N N N vi r� -��--- �',''�- REMOVE DI � � - F C-�� -BL F>I "'.I� 2107 6� �SEECDETNpDITCH RETAIN MANHOLE RWG AND COVER J _ �- AND CONVERT TO A � I' --.---_ �\ o Qv _��.�"-- _'r_-_---` - � --� 15' �"' � ��� 2706 � AIL . � -- � , I H F-_'- -�.�.... � \ _ � �i -__---_� _ _ •- Y C __ � a- z, PPFS 24' _�_ � � a�� �. a- - - � NR ��z�i zioa C. �� zias =°�� - .� �----- - �� E�r�N�R�w I W .. Y,_ . _-- _ _ I ____ RETAIN /� __ � --_- -_-- _ .. . � - -� - - -�-�-- - �- ._;' � � r ��. � +85.00 - END C/A FENCE �SZN�R� _ `� , E E \ ._,- w�N:�� i .r, - `9 " _ c ..' ... 85' RT.� -L- 253+38.62 � W J '� � - -r"� >y -, . CL II RIP RAP � - C �� P�. B�GIN C/A FENCE �� -.... � � / � I �.. ti� � ..'.� �Y . �' -.- - � ���' -,-.�- FST3TON5 ;a = `T \��:� +70.65 c `'---� iv .'. �'y EST 7 SY GT a �% � \ `. i49+25.00 +55.00 ' � _ \ 65' RT , .,. , - -''-^-�'�s�`L..r.u^v'_ �- �- _ _ V �Y . M � �,A ' ' 95' RT � - _ W 7 . � . ,., = �, "'S �� � � � APPROXIMATE LOCATION �/ -� . G v. � �' ', END C/A FENCc N � 4'Y ��" �\ OF EXISTING 15"RCP DRIVE VIPE. �\ � (� � �'�, �� , REMOVE AND REPLACE +3862 � END TlP PROJECT R-3/OOA � � �� u" BE�/N C/A FENCE �' �-L- 248+65.00 - � �� WITH 24'RCP � � �Y RETAIN � � \ 85' RT -�- zae+3e.00 � �� 4 i` �� �-� � , L- STA 253+80.00 L �4 00 � _ . Z � � � � � � \�� � � 3 sc' . - 162 � ,y , � ± STREAM BANK U 160 �'� ' EDDIE DWAYNE LAI� � , �, :y 'v " STABILIZATION DB 2973 PG 1918 d� I � . WANDA JONES GOODSON CL. n Riv-2aP �+ei.bi� � `� DB 2239 PG 980 �S� Er.nvu � EiP EST 15 TONS 9Y RT ��. no�_ -` � ANTHONY L DB i443 PG 907 EiP OE��' � 3 EST 20 SY GT � �� � & KAREN 0 DRUM O I � t, � � � N .. \+ - � DB 968 PG 165 � DETAIL X �RETAIN - v� . _ � =�, I _ II W � _ ✓� PIPE OUTLEi CHANNEI � " - -- _-- �� - dEIP (Nofto5mle) - - �/ 6 �V \ �--� m%--���el � '-� ` I C O i"'°�ey,'O �,e f�s�'� � � II I EIP _, � LIP - ' � �I i I `, i� 195- S� R/W`. w �s, � o a . � N Leng}h= 14 Ff. ��rvo��noF� , w la� - 70 EIP , 2�2I3' �_ � � z � I '-_ I � , .' - �._ i - 1"�„- �� ' � . � . :-. -. Q EIF� EIP EO Est.- 15 TonsofClass IIRip-Rap,20 SY GT �- _ .�; I ,� � _ ! d- 4 Ft. EIP _ � i - .�� il �. � .. � � STA. 248+80 ... / I I , . � a i � J � I I�" ��REALTY ASSOCATES :-� ,� -�/- -L- %� I � C 1335 „�' � � Pls Sto 11+06.67 Pl Sfa 12+29.45 Pls Sfa 13+52.22 Pls Sta 15+g2.23 PI Sta 18+6076 � PI Sto 233+8/.93 Pls Sta 240+10.67 I i' �� / � 6s = l° l0' 4/.9" 0= 2° 02' 44.5" (LTJ 6s = l' l0' 4/.9" 6s = l' 32' 02.5" �= 6' ll' 14.5" (RTJ =� � 0= 27° 39' 09.8' (RTl 6s = 2° 57' 48.9" DB 1936 P � Ls = 160.00' D= I` 28' 22.4" Ls = 160.00' Ls = 200.00' D= l` 32' 02.5" �� D= 2° 28' I07" Ls = 240.00' I LT = 106.67' L= 138.89' LT = 106.67' LT = 13334' L= 40334' L= l,l1970' LT = 160.02' i , / �'0 ST = 53.34' T= 69.45' ST = 53.34' ST = 66.67' T= 20/.87' T= 570.98' ST = 80.02' E�P N e i>r N! � �` � i �ur �' °�� R= 3,890.00' R= 3.735.00' R= 2.320.00' «osa' � i � i � �° SE = O�l SE = O.�J �� SE = OE ti� ELIJAH L MOSLEY o� � oe zsao Pc zos �� � PAVEMENT REMOVAL .. RO = l60' RO = 200' RO = 240' Pe 6 Pc ez f-7_, �� � ��� �w v�o � � 3 /� - .�' / PROIECT REFERENCE NO. SHEET NO. "ai�ss8 \ `- � `�Q : 6� ' " � . R-3100A 22 a - Z MARY ANNE HOGUE : o' \ / s' d S `� " - � ROADWAY DESIGN HYDRAULICS �w o � ��\�(�`/�y � DB 3023 PG II31 ' Eip � - . � \ � �� �6'a``��' '. \\` \ PB 29 PG 191 ��'.. _ � � / ENGINEER ENGINEER o� N � p m EMEN °'�`£ \ 3 a I �d: . , // � ��������� �� � �����r���i ��A �� ae�iea � s,s. �� � �� , ,< � _ .���HCARO(�'• o`�qNCARp���� z ee / c�� �- ,� H�._ F�f� // C3 �O .�5'p 1'9� c��, FESSI � � _ E •� � �� . �� ��+ � � oF s' Nq. • o °�q . �� � a � , i ,_ _ n �e� - .' ,� s �_ � .. , % _ -' � I 2 702 �� SEAL _ �� � .� � - - v_ ,,. : , �.:.- N�, �- ,.s..,. � , � � j , , � �025503 il � ' Q 6\ � , :` .'P, � f � � v i / � ` ,� � -� .�'. � $' • _ � •. . I � � •. u n �� a ,� r ' < ... � . � .:. ,,: ,.. ..�� ✓� ..` ���. :�la�'••FNGINEEp'O: '•9i :c't'GINEE:�O�,�C: , ; ' /� . , � I s•••.......�o� •,,ry. � :, m w ... . Q � / '" � /� � / . - � •,•.,T�MOTHV � ••`� , •,� �RD A N,O��,• OAVID C & a �.� /�� E ��, ••••••••• �' �� m N .�' � �- � i� s �sFC TONY KAYE MOORE � - � ,,.•�' ,,,,,, TERESA T LYNN � � � � - , �� �0 5� � DB 2062 PC 1721 1' �,y �B 1945 PG 507 � ' % ^ � Eip �� � '� F ^ � � - �ceNse Ho.F-.oaw � y z ' s , "- � 'J . � MO MACDONAL� & E lLC PB 32 PG II4 LEONARD MCALISTER � � � j , \ p,, . .. � DB 2035 PG 1980 - o % �' , �- , � . HTP . w PB 32 PG 114 EIP '�m ,// 1 -%� i -,�,,. '{'�'�. , ' o -_. �� / y � =N � �� , � � __ UNLESS ALL SIGNATURES COMPLETED I"' I , � ,� ,�-,i .: a�� `Y� �� _� � ... - . Pr�p�r�inihe � � �' , � � , ��,� � � � ��, ��, ��:��1 ��- _ M M Po ao. >oo �.�. � . . � � �� ,: �'��' �o AR ES H TO - -- ** ����mv Nc z�sze ' = �- � � � , �m ,_ ._. CD 9 �� N _- __ _ mncoorvnw o ma�.��.✓ome,�as O' / �� ��� -BL-63 � �,�e� �' • a z es Pc esa ` 1 .. / , ., �� - ..I PB 44 PG 71 . � 7�,�/�,{ e,m �n / . / . , /�� 5 � MrC\ _. . . � '?6 . vlVl iVlYl . \ o w � . � r� � �<a � � _ � �,, � � , � � -; , cJ/+���� . , '` � � ^N . � . � ' / �\ . .� c,`' t _J,� / )� � 22 9/N �'• ,'. � • .. ..- ' _'-:. i � s .e� s o a : oaa C7 L.1�GGL N 3a��z,�q � � /�/�� � � � � � � � C7� _i � � � i , , SEE PROFILE SHEET 33 ..._E io �'E�P� � � � //�%� , --�L�`h I � \\ / � / _ ���.`.�P �/� / � �.,. .., i. . � � � �t� C3 �� � ���� ' �• �� s � -, a. ��r�,s � <_ ' �� _ '.. r-, � � �e i W _ ; '�_ y � �.� �'� .. 5a- ♦ _ /' i� ,-� \ � � �, .. 31"W 1 iE�? / � % ` ' Qe I � ��o, . . N 40°55' � ` � _. � _ t � j.� / . . . _:: / - - .. � 1 _ _ ' 16� 3 { �� 7' \" '"� 7^- /}SD�. . 'I- ''� J / � � / � � N� lE /� % ,1� ' O f � (� � I� � C3 � � �' � 6 % s`" N 3� � ? •. � C �. , , N . i� 6 . //� `r� � AMOS C JR & C3 B V � � __,-�� � � � � LADB 22 4 BRO581 ,, ,,�/ ��� � PB 30 PG 204 � Z END CONSTRUCTION � � � \ �I \� \\\ ��� � � H -U- PCC S1o.20+62.23 � � � �� � � � ��'� � W j� - � � ` z W ''�� � /� �� ,f"� 2 - - - _ - _ ; � ` h�'� � N - - -- _ - _ _xfX— � C": � , � _ , ��: �, '' ,__, �,r"'r��r ��.,�..n`.�` � ,� � - W -- ,�` � � r, � � � �-_ � `"�"'�� - _,. __,: - ----- �-,. N . : �. ---�_�,� ,��w ��? w _ . - - ---� aa � � -Ll- PT Sto.23+18.40 �� �°���s �� � o F � � �-.-»,�� � � ._, �.� . , _.__ �? G�/ o a - � �� - ----- -� � ��� � . ------- — F � ._ ao�� _ ��- � �� � � � � + � � � N � J I W Z J _ V 2 � � � N s a a ¢ � � � ¢ 0 a - ---- - - -BY24-125 , _ - - - - ------ -� � RETAIN ........_ ._ !� �_'. �, . �.:ii \\ '�_:. 4` ..... � 1 _ � � � -- \� __ � �� i 11 ���� NC/6 N �� �Sr�N� ' � —_ 1 " ��� °� esr �, R.„ �. � � J RiP anP � �c \'"\ � �.... �� l� � ° � � 1 1 �\ __.._ \� �� v _ � ��� R�P r�AF ��� _ � �—__ —_ n �_ �\ � � _,_ ANTHONY L & KAREN 0 �RUM DB 968 PG 165 �� ��,s / / i � ��/ �FG . /�� ''�:" i � . � � �� RETAIN P�m // // �� �� y�� � � �� w� � _ � 7 L = 4U5.34' L = L56.1/" T = 201.87' T = 128.17' R = 3.735.00' R = 2,900.26' SE = 06 TRAFFIC DIAGRAM (IN HUNDREDS) NC ib 7J500 16,700 6,60 � 10� 100 s 0 � ADT 2008 7,100 ADT 2035 � 300 -L- 7,700 � 300 �0,600 300 aoo 600 DETAIL D SPECIAL CUT DITCH 1No��o scolel � For, nf i�F No�urol � A� Slope c.ou�d 3'�o F��e orye � D Min. D- 1.0 Ff. FROM STA. 12+47 TO STA.15+00 -Y19- LT eivo DETAIL N STANDARD 'V' DITCH � Nof�o Scale� G�oural � NONraI r nd I:I p 1�1 Ground Min. D 1.0 Ft. STA. 12+47 -Y19- LT GPS R3100AB-10 I� i I � i — N 96°9'09" W I . 231.05' t55.15 6.22' EIP i -__ TO R/W. w ' , �� I 165 i J D JR & JANICE M GOODSON . I I - DB 1030 PG 133 I: I4, I BEGIN CONSTRUCTION -Y19- POT Sta. I2+05.00 i ', � +95.00 i I — 30'� N 46°SI�o9^ yy 50' RT � I '...� 228.Op— I EIP zT0 R�W � E1P EI -. � 2301 RETAIN 18" � W nin��rn�-,r) � RETAIN 15" I I I ' d - � - 101 ���F� � V — — 72 = ���' � — BRENDA CAUTHEN tiiL�EBRAN � DB 1330 PG 400 +15.Oo � �� � 30' RT 50' RT 65' RT � /� - /6 � ? 02 N 46'S1'O9^ W -._ q�. I li 228.00'-�_ 94, p i�� I 3U ( � EIP I.Ip �ry _ REMOVE � T� ��''W - , � 69 �� bes — I.' I = GAYNELL MCCALL CAUTHEN � � � � �"-I HEiRS 2014E PG 139 �230 � - D8 627 PC 229 . � - I -' I ' a� N�� MATCHLINE -Y19- STA SEE PROFILE SHEET 34 163 / 6" MAGGIE SUE WILLIAMS BOST �o59q� DB 20uE PG 189 �aA' D(3 430 PG 59 STANDARD V DITCH / SEE DETAIL N EST 5 CY DDE 05.00 30' LT 80' LT ���5 +60.00 � o eo ii BEGIN GRADE : � -Y19- POT Sta. l3+15.00 .REM VE +15.00 �PPES: �: 30' LT 50' LT o. +IS IA � 71 I JUANITA BOGLE REINHAR�T , DB 2868 PG i420 1, z / � � � /E ti � z / 2 / � ' � ti / o /c � pg 2H66 PG �420 / � ' 6aeq"i'S3" E O 30' PCGE55 EPSEM`�� [ O ' 40�,26' vo HOWARD TRACY DRUM DB 2008E PG 1208 ,�� 15 +00 �B 448 PG 348 SEE SHEET NO. 10 L_�� �� �� MATCHLINE -Y19- STA 24 + 50.00 SEE SHEET NO. 10 C �� z'S � �� w � � � -Y/9- \ i �ao� � �n � � _ � PI Sto 27+54.52 I Rennove •�' � �= 9` 04' 21.6" ILTI � .`r .�-- �.. p � br � Ei� D= 2° 22' 55.8' � L - 380.86' +ss.00 � T = 190.83' sa Rr - 70' RT R = 2.405.2/' I�^ �I 63 69 50' RT � . I z_� i 70' RT SPECIAL NT DITCH - SEE DETAIL D 73 ROBERT K & KAREN M WILKINSON DB 2180 PG 445 PB 40 PG 107 � /REMOVE l4 23 oq^ � N 3ay9 � o ', i �� �loa � _' � Cr w � \ / 1 �� /� SPECIAL LATERAL V DITCH ;'I SEE DETAIL H A��7 � E +00_00 �',� ' .. 30' RT ' �',> � 50' RT 70' RT I . 164 d � � ROLAND E & � - RUTH M EDWARDS � DB 1992 PG I458 ' � � � � PB 40 PG i07 - � � i, +52 0� � / / I i N y5°�5 / 33g �4' c' - E -Y19- PC Sta. 25+63.69 25+00 �O O� — SPECIAL CUT DITCH SEE DETAIL D 6OB ��^ V" LARRY E CALDWELL et al ��� DB 96E PG 48i 63.69 PB 54 PG 88 O "0' LT � ti � SPECIAL LATERAL V DITCH SEE DETAII H 30' LT 50' LT 60.�- 1 � 4 ��,4 — 1 ti �,� � N ` � EiP GERALDINE MCCALL NEWTON DB 665 PG 65 � � PB 40 PG 10� - __ II � R�� \ \ � N yg°�5 �� W � � zgz 5 � PROIECT REFERENCE NO. R-3100A ROADWAY DESIGN ENGINEER ,.���H CARO���•.. � Z���FE5510,�;••'y . : �'•. ''s f ` SEAL i e : 21702 e : '•�F '�.N� I N EE:� �OP: � T�MOTH'� ��••`• SHEET NO. 23 HYDRAULICS ENG,NEER ,.•�tN CARp��'. �' 2���FES S Ip,� N'y ,�' ��'• : ` SEAL : c '; 025503 � � 1�i�; :,'t'GINEE;'��q'C� ,,,yARD,� ;.�Moo,,,, MO MACDO L� 8 E lLC I LICENSE NO. F-�0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office o4: M MFo ao. >oo uq�ay-varino,NC 2�526 MACDONAID www.mo��mac.�oMomencas V�1VxIQ1V1F�CREm SEE PROFILE SHEET 34 � � SPECIAL CUT DITCH /� SEE DETAIL D / 5 � q�g_48' E / ND CONSTRUCTION Yl9- POT Sto.27+00.0� � / CRAIG WATSON SR & LINDA C GRIGG - DB 939 PG 611 / / -Y19- PT Sta. 29+44.55 , � � ��A�,54 � RE7AIN , � / / � LARRY E & LINDA C CALDWELL ,., ` DB 390 PG 509 DB 915 PG 64 �B 915 PG 76 PB 54 PG 88 i \ -BY19-112 / / j / \ � 4°0. S 39y3� / / � DETAIL D SPECIAL CUT DITCH � r�ano s�aie� �o�m p� smce c�o��a o./ef o ��re f Min. D= 1.0 ft. FROM STA.25+00 TO STA. 25+75 -Y19- LT FROM STA.26+75 TO STA. 27+00 -Y19- LT FROM STA.25+00 TO STA. 25+75 -Y19- RT DETAIL H SPECIAL LATERAL 'V' DITCH � No� �o s�oiel G�ound `3'1 � F� �e� Slope � p Min. D= 1.0 Ft. FROM STA. 25+� 75 TO STA. 26 I� 75 -Y19- LT FROM STA.25+75 TO STA. 27+00 -Y19- RT