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HomeMy WebLinkAbout20090104 Ver 5_Modifications_20161012Transportation October 12, 2016 US Army Corps of Engineers Raleigh Regulatory Field Ofiice 3331 Heritage Trade Dr., Suite 105 Wake Forest, NC 27587 Attention: Eric Alsmeyer NCDOT Coordinator, Division 5 pA�r n�Ccaaa� Covernor NICHOLAS J. TENNYSON Secretary Subject: Modification Request for Section 404 Individual Permit, Individual Section 401 Water Quality Certification, Neuse Buffer Authorization, and Issuance of Tar- Pamlico Buffer Authorization for the Rolesville Bypass from NC 96 (Zebulon Road) to SR 1103 (Flat Rock Church Road/Clifton Pond Road), Wake/Franldin Counties, Federal Aid No. STP-401(249), State Project No. 81403001, Division 5, TIP R-2814 C. Debit $570.00 from WBS Element 34506.1.1. Reference: Dear Sir: Section 404 Individual Permit, issued July 14, 2009, USACE Action ID 2008-01316 Section 404 Individual Permit extension, issued November 4, 2014 Section 401 Individual Water Quality Certification, Isolated Wetlands Permit and Neuse Riparian Buffer Authorization issued June 16, 2009, NCDENR-DWQ Water Quality Certification Project No. 20090104 ver. l The North Carolina Department of Transportation (NCDOT) proposes to construct an 18.5 nule long, widening and new location roadway in Wake and Franklin Counties known as the Rolesville Bypass. It is proposed as a four lane, inedian divided facility. NCDOT received tl�e above stated permits for the entire project (Sections A, B, C and D) with final design approval for Sections A and B. Construction has been coinpleted on these sections. Section C is currently scheduled to Let on January 15, 2019, however it is estiinated that uti lity relocations will take 2l -24 months. Therefore, the Department would to like to initiate utility relocations early December 2016. Table 1. Description of Project Sections for Construction Purposes Section Project Termini Let Date R-2814A Widen US 401 from SR 2044 to SR 2226 Completed R-2814B New Location from SR 2226 to NC 96 Completed R-2814C Widen US 401 frotn NC 96 to SR 1103 O1/15/] 9 R-2814D Widen US 401 from SR 1103 to SR 1700 Post year �Nothing Comparesn..._. State of North Carolina I Department of Transportation � PD�A-Nah�ral Lnvironment Section 1020 Birch Ridgc Drive, 27610 I 1598 Mail Service Ccnter � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F The permits stated above only approved preliminary impacts far Section C. Section C now has iinal design. The purpose of this submittal is to request a modification to the Section 404 pernut, Section 401 Water Quality Certification and Neuse Buffer Authorization for Section C. The pernut package consists of the cover letter, Hydraulic Review (Concurrence Point 4B and 4C) meeting minutes for Section C, N.C. Division of Mitigation Services (DMS) acceptance letter, Stormwater Management Plan, utility drawings, permit drawings, and roadway plan sheets. This permit modification request has been evaluated for compliance with the avoidance/minimization criteria, and all surveys and conclusions summarized in the original pernut application dated January 21, 2008 are still valid including the following ICE, Protected Species, FEMA compliance, and Cultural Resources. IMPACTS TO WATERS OF THE UNITED STATES Impacts to wetlands for Section C are located in HUC 03020201 of the Neuse River Basin and HUC 03020101 of the Tar-Pamlico Basin. Preliminary impacts were 2.40 acres and final permanent impacts are 2.39 acres. Table 2. R-2814C Wetland Im acts-Preliminar Com ared with Final Desi n Final Final Temporary Wetland Riparian or Final Permit Preliminary Permanent Permanent Mechanized Fill Reference Non- Excavation Site No. No.* Riparian Impacts (Acres) Fill (Acres) Clearing In (Acres) (Acres) Wetlands Neuse 03020201 1 AC Ri arian 0.06 0.04 <0.01 lA AO Ri arian Not available 0.03 2 AM Ri arian Not Available 0.04 0.01 3 AM Ri arian 0.56 <0.01 4 G Riparian 0.53 0.37 0.10 0.09 5 H Riparian 0.49 0.42 0.02 0.07 0.06 SA I Riparian 0.08 0.06 0.01 0.07 0.02 6 ident�iied �parian Not available 0.04 0.01 0.03 0.03 � identofied Riparian Not available 0.04 0.03 8 J Riparian 0.19 0.20 0.04 0.11 <0.01 8A K Ri arian 0.04 <0.01 0.01 0.05 9 AF Ri arian 0.16 0.17 10 AG Riparian 0.06 0.01 0.05 Tar-Pamlico 03020101 11A AH Riparian 0.21 0.20 <0.01 0.03 14 M Riparian 0.02 0.06 0.04 0.04 Neuse 03020201 2.17 1.41** 0.11** 0.54 0.20** Tar-Pamlico 03020101 0.23 0.26 <0.01 0.07 0.04 Total 2.40 1.67** 0.11** 0.61** 0.24** *refers to Figure 4 in FONSI ** number calculated due to rounding Utility impacts Utility relocations will impact an additiona10.37 acre of riparian wetlands in HiJC 03020101 and 0.08 acre of riparian wetlands in HiJC 03020101 due to mechanized clearing. Surface Waters Preliminary permanent stream impacts far R-2814C were 6781inear feet. Final permanent stream impacts for R-2814C are 1,683 linear feet and additional pond impacts of 0.28 acre. Temporary stream impacts are 281 linear feet. Tables 3 and 41ist the site number, reference number, stream name, amount of permanent impacts, amount of mitigation required, pond impacts, DWR classification, and DWR index number. The stream reference numbers correspond to the Table 2 in the FONSI. One stream, Crooked Creek (Site 14) is listed on the 2014 List of impaired waters [Section 303(d)] within the project area. It is listed due to low dissolved oxygen. Little River (Site 4) is listed as a High Quality Water (HQW) within the project limits. Table 3. R-2814C Surface Waters Permit Site No. Stream Name Interxnittent/ DWR Class DWR Index number (Reference No.) Perennial Neuse 03020201 3(unnamed) UT to Little River Pond WS-II; HQW, NSW 27-57-(1) 3(29) UT to Little River Intermittent WS-II; HQW, NSW 27-57-(1) 5/SA (31) UT to Little River Perennial WS-II; HQW, NSW 27-57-(1) 6(31) UT to Little River Perennial WS-II; HQW, NSW 27-57-(1) 8/8A (32) UT to Little River Perennial WS-II; HQW, NSW 27-57-(1) Tar-Pamlico 03020101 11/11A (33) UT to Clifton's Pond Perennial C; NSW 28-30-1 12 (34) Clifton's Pond Perennial C; NSW 28-30-1 13 (35A) UT to Crooked Creek Perennial C; NSW 28-30 13A (35B) UT to Crooked Creek Perennial C; NSW 28-30 14 (35) Crooked Creek Perennial C; NSW 28-30 15 (unnamed) UT to Crooked Creek Pond C; NSW 28-30 Table 4. R-2814C Surface Water Im acts-Preliminar Com ared with Final Desi n Preliminary Final Final Permanent Permanent Final Mitigation Permit Site No. Stream Stream Temparary Open Water Needed (ratio) (Reference No.) Stream Impacts (acres) Impacts Impacts (feet) (feet) Impacts (feet) Neuse 03020201 3(unnamed) Not available 0.28 0 3(29) 159 10* 10 0 5/SA (31) 80 259 70 2:1 6(31) Not available 108 33 2:1 8/8A (32) 43 288 59 2:1 Tar-Pamlico 03020101 11/11A (33) 23 148 15 2:1 12 (34) 52 212 31 2:1 13 (35A) 42 247 21 13A (35B) Not available 153 2:1 14 (35) 279 258 32 2:1 15 (unnamed) Not available <0.01 0 Neuse Subtotal 282 665 172 0.28 655 Tar-Pam Subtotal 396 1018 99 <0.01 1018 Totals 678 1683 271 0.28 1673 *Bank stabilization requiring no mitigation. Utility impacts There will be no impacts to jurisdictional streams due to utility relocations. A majority of the relocations are to aerial powerlines. Any underground utilities needing to be relocated will be directionally bored under jurisdictional streams. BUFFER IMPACTS Section C impacts buffers in the Neuse and Tar-Pamlico River Basins. Wetlands are present within the impacted buffer areas. The mitigable buffer impacts within the proposed wetland impacts have been subtracted out. Buffer impacts in these areas will be covered by mitigation for the overlapping wetland impacts. All buffer impacts associated with the relocation of utilities are considered exempt. Table 5. R-2814C Ri arian Buffer Im acts Mitigation Allowable with Allowable with requirements �tigation* mitigation** Allowable** Total Neuse 03020201 Preliminary Impact Zone 1 and 2 53,578 Combined (sq. ft) Zone 1 Impact 62,110 9,519 71,629 (sq. ft) Zone 2 Impact 37,288 4,176 41,464 (sq. ft) Tar-Pamlico 03020101 Preliminary Impact Zone 1 and 2 34,412 Combined (sq. ft) Zone 1 Impact 10,615 55,422 5,946 71,983 (s . ft) Zone 2 Impact 6,758 33,845 7,530 48,133 (sq. ft) *- Impacts other than Road Crossing **- Road Crossing 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 phase and minimization measures were incorporated as part of the project design. Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts. Avoidance and Minimization Impacts to jurisdictional streams and wetlands could not be avoided. Minimization efforts have taken place continually through the planning and design process and are listed below. • NCDOT's Best Management Practices for Construction and Maintenance Activities will be enforced. • Design Standards in Sensitive Watersheds will be implemented. • Runoff from impervious surfaces has been diverted away from surface waters or has been treated using grass swales prior to entering jurisdictional waters. • Grass swales are being used at several locations along the length of the project. Compensatory Mitigation Compensatory mitigation requirements for the proposed Rolesville Bypass Section C are summarized in Table 6 below. Mitigation of impacts to jurisdictional streams and wetlands will be provided by DMS. Table 6. Jurisdictional River Riparian Basin/HUC Wetlands (acl Streams (ft) Neuse 1.52 ac @ 2:1 ratio 355 ft@ 2:1 ratio 03020201 0.54 ac 1:1 ratio* 300 ft@ 1:1 ratio** Tar/Pamlico 0.26 ac @ 2:1 ratio 689 ft@ 2:1 ratio 03020101 0.07ac @ 1:1 ratio* 329 ft@ l:l ratio * 1:1 mitigation ratio for mechanized clearing of wetlands **1:1 mitigation ratio for bank stabilization. An additional 10 ft(not included above) requires no mitigation (Site 3). Table 7. R-2814C Total Riparian Buffer Impacts Requiring Mitigation Zone 1(sq. ft.) Zone 2(sq. ft.) Neuse Tar-Pamlico Neuse Tar-Pamlico River Basin 03020201 03020101 03020201 03020101 Buffer Impacts requiring 62,110 66,037 37,288 40,603 mitigation Minus buffers in wetlands 34,141 6,348 14,618 4,803 Total Buffer impacts 2��969 59,689 22,670 35,800 requiring mitigation Total Zone 1 buffer impacts requiring mitigation are 87,749 square feet (sq ft) (27,969 sq ft Neuse, 59,689 sq ft Tar-Pamlico) and Zone 2 impacts requiring mitigation are 58,568 sq ft(22,670 sq ft Neuse, 35,800 sq ft Tar-Pamlico) for Section C. Mitigation for impacts to riparian buffers will be provided by DMS. A revised DMS acceptance letter providing changes in buffer mitigation amounts is forthcoming. REGULATORY APPROVALS Application is hereby made for a modification to the Department of the Army Section 404 Individual Pernut as required for the above-described activities for the proposed TIP project R-2814 Section C. The NCDOT understands that a permit modification will be required for Section D after final design is complete and prior to construction. We are also hereby requesting a modification of the Individual Section 401 Water Quality Certification and Neuse Riparian Buffer Authorization from the Division of Water Resources. In addition, NCDOT is requesting the issuance of a Tar-Pamlico Buffer Authorization for the project. In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570 to act as payment for processing the Section 401 permit modification. A copy of this modification request will be posted on the NCDOT website at https://connect.ncdot.gov/resources/Environmental/. If you have any questions or need additional information, please contact Jason Dilday at 919-707-6111 or jldilday@ncdot.gov. Sincerely, � �z� Philip S. arris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List PAT MCCRORY GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ANTHONY J. TATA SECRETARY Minutes of the Intera�encv Hydraulic Design Review NEPA\404 Merger Team — Concurrence Point 4B Meeting May 15, 2013 R-2814C State Proiect 34506.1.1 US 401 Rolesville Bypass from NC 96 (Zebulon Road), Wake County to OA2 miles north of SR 1103 (Clifton Pond Road), Franklin County Place\Time: NCDOT, Hydraulics Unit Conference Room, 8:00 A.M. Team Members: Felix Davila — FHWA (Present) Eric Alsmeyer — USACE (Present) Gary Jordan — USFWS (Present) Travis Wilson—NCWRC (Absent) Chris Militscher — USEPA (on-phone) Rob Ridings — NCDWQ (Present) Participants: Nathan Adima — NCDOT Roadway Design Dennis Jernigan — NCDOT Division 5(Absent) Rachelle Beauregard — NCDOT Natural Environment David Harris — NCDOT Roadside Environmental (Absent)' Mack Bailey — NCDOT Structures (Absent) 2 Matthew (Matt) Lauffer — NCDOT Hydraulics Unit Beverly Robinson — NCDOT PDEA Greg Price — NCDOT NEU Chris Murray - NCDOT Division 5 Dennis Lowery — NCDOT Roadway Design Ray Lovinggood — NCDOT Hydraulics Unit Linda Johns — NCDOT Hydraulics Unit ' Substitute Mark Staley (Present) 2 Substitute Doug Calhoun (Present) The 30% Hydraulic Review was held to in order to reach agreement on concurrence point 4B for the US 401 Rolesville Bypass in Wake and Franklin Counties. The following items were discussed and conclusionsreached: Matt Lauffer opened the meeting with introductions and a brief description of the project. Matt mentioned that only plan sheets with jurisdictional features were sent out for review. MAILING ADDRESS: TE�EPHONE: 919-707-6700 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-250-4108 CENTURY CENTER COMPLEX HYDRAULICS UNIT BUILDING B 1590 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORGIDOH/ 1 O2O BIRCH RIDGE DRIVE Ra�EicH NC 27699-1590 �iP,LEIGH NC Sheets 4-5: Chris Murray, Eric Alsmeyer and Rob Ridings met on the site of Wetland AL. R-2814B did not show this wetland as an impact. The team reviewed the quality of this area and agreed it was no longer a jurisdictional resource and therefore should be removed from R-2814C as an existing wetland. Sheet 5: There are three wetlands on this sheet; Wetland AO, Wetland AC and Wetland AD. This portion of the project is open shoulder and will incorporate ditches and grass swales where possible to obtain treatment prior to jurisdictional features. Pond on this sheet is non jurisdictionaL There was a question about the non jurisdictional call on the pond located at —L- Sta. 55+00 Lt, since it appears on the soils map as a"blue line". Rachelle says there is a letter on file stating this pond is non jurisdictional. Chris Murray mentioned the proposed design will include rip rap for toe-protection where roadway fill slopes impacts wetlands at all locations on this project to prevent further impacts. It was also agreed to not bury cross pipes that originate from or terminate into wetlands, unless there is also a jurisdictional stream associated with the upstream end of the crossing. There was discussion about a possible diversion of water from Wetland AD, if the current pipe crossing alignment at —L- Sta. 59+50 is retained. It was agreed to outlet the cross pipe and rip rap pad at the lowest point of the wetland at the fill slope located near —L- Sta. 55+42 Rt. in order to retain this wetland. Sheets 6: Jurisdictional features on this sheet include a buffered pond at Sta. 65+00 Lt, stream #29, Wetland AM and Wetland AE. There was a question about why the pond on this sheet is jurisdictional but the one on Sheet 5 is not. Rob clarified that since this pond has connectivity with the strearn it was also jurisdictional. It was mentioned that there will be only a small portion of Wetland AM remaining, but Rachelle Beauregard clarified Wetland AM does continue further downstream of what is shown in the plans. She said both the wetland and stream narrow, but then widen outward as they continue downstream. Eric Alsmeyer said since the hydrology will be cut off, the point at which the wetland narrows just below the "JS" text, should be considered a permanent wetland impact limit. However, this wetland will not be considered a total take. Permanent stream impacts should include from the end of the pipe to the downstream end of the bank stabilization. Temporary stream impacts will continue for ten feet beyond the permanent impacts. The team agreed that the area required to clear in the wetlands would be hand cleared and considered "Temporary Fill in Wetlands", if the area is reforested. This will be reviewed further in 4C. Beverly Robinson wanted to ensure the plans show historic properties on site. Wetland AE at Sta. 68+75 Rt. does not have a jurisdictional stream feeding it, therefore the cross pipe that outlets into this wetland should not be buried. Clarification was provided on why the jurisdictional stream feature was not connected to the pond at —L- Sta. 65+00 Lt. Once the pond reaches a certain elevation, it spills through an overflow swale and into the roadway ditch. Chris Murray requested and it was agreed to not bury the cross pipe at the outlet end, since we don't have constant flow at this site. Clarification was requested to know how a Contractor would know if pipe is buried. Ray Lovinggood said only when we intend for a pipe to be buried do we label that pipe as "buried" on the plans. Sheet 9: Major crossing #1 of Little River has an existing 4@8'x10' RCBC, OAL=41'. The proposed structure is 3@12'xl l' RCBC, OAL =132', buried 1.0', located at —L- Sta. 107+88. The photos dated November 2012 were reviewed. Rachelle mentioned that the impounded nature of the crossing had not changed since 2004. Gary Jordan concurred and mentioned the dwarf mussel status in 2005 was "No Habitat". There was discussion about wetland and buffer zone impacts at this river. Since there is an overlap of wetland in the buffer zones, wetland areas in the buffer zones should be quantified and deducted per site for mitigation purposes. Fill slopes in red depict the adjusted fill slope footprint needed when guardrail is added to minimize impacts to the buffers and wetlands. The lateral grass swale at the south-eastern corner appears to flow into the wing wall. This grass swale will be adjusted. There was some confusion about ditches being routed through swamps. All ditches and grass swales end before wetland boundaries. Confusion could be due to the red dashed lines shown through the wetland and buffers. These red lines correspond to an adjusted footprint of the roadway fill slope to be used with the presence of guardrail. It was also mentioned that PSHs would most likely be removed and replaced with rip rap pads, prior to wetland boundaries to reduce velocities. Rob Ridings wondered if the pipe in the median enters the box culvert. This pipe is connected to the box culvert. The median accepts drainage from the north-bound lanes and should be treated prior to reaching the 3GI. If treatment cannot be obtained in this design, the pipe from the 3GI would be routed to the system along the left side of the roadway into a grass swale to attempt to provide enough treatment. Felix Davila asked if there is a hydraulic concern when a pipe enters the side of the major structure crossing. Would the pipe be depicted in the hydraulic model and are there other issues with this type of pipe installation? There is no concern associated with such a pipe in a hydraulic model, since it provides a minimal amount of flow compared to offsite flow. Hydraulics asked if this configuration would compromise the long-term integrity of this structure. Doug Calhoun said "no" and mentioned this type of configuration is typically accommodated with additional reinforcement around the connection point. Sheet 11: Major crossing #2 of Little River Tributary 3 at —Y6- (NC 98) Sta. 21+86 has an existing 1@6'x5' RCBC, OAL=34'. The proposed structure is 1@12'x7' RCBC, OAL=83', buried 1.0'. Chris Murray said beaver activity is a concern at all major stream crossings along this project corridor. There was "delayed entry" for the contractor on R-2814B, due to beaver activity. Dewatering is a construction concern and previous Contractors blamed beaver activity and removal as an "unforeseen activity" causing project delays. One suggestion included a separate contract for beaver removal for this project prior to let. Chris asked if there would be additional jurisdictional impacts associated with beaver removal and subsequent dewatering? The consensus was there should be no additional impacts. Hydrology would be affected, but only on a temporary basis. Access to beaver removal could have temporary impacts to jurisdictional streams or wetlands. It was agreed for the team to meet on site, approximately 6 weeks prior to 4C to determine which crossings would have impoundment issues due to the presence of beavers. Chris Murray requested rip rap toe protection for fill slopes in swamps and bank stabilization at each stream crossing that requires a transition between its defined channel and respective upstream or downstream end of proposed culvert. Hydraulics also mentioned that these design features are not currently on the plans, but will be added as the design is finalized. The team concurred with these additions to the design. Major crossing #3 of Little River Tributary 3 at -L- (US 401) Sta. 137+22 has an existing 1@8'x6' RCBC, OAL=49'. The proposed structure is 1@12'xT RCBC, OAL=173', buried 1.0'. Sheet 12: Jurisdictional pond and recently delineated wetlands are located in the lower left corner of this sheet. Current design shows an open ended fill slope at -Y6- Sta. 32+35 Rt. Additional impacts will occur in order to tie into the existing toe in final design, just beyond the project limits. Side slopes will be adjusted to minimize impacts as much as possible. Sheet 13: Major crossing #4 of Unnamed Tributary to Little River Tributary 3B at —L- Sta. 168+23 has an existing 1@6'x5' RCBC, OAL=46'. The proposed structure is 1@9'x8' RCBC, OAL=172', buried 1.0'. The group noticed the downstream pipe is a 24" CMP and discussed flooding concerns for downstream properties. Hydraulics mentioned the drive pipe is undersized and the driveway is probably overtopped by current storms. Sheet 14: The two wetlands on this sheet are Wetland AF and Wetland AG. Wetland AF will be a total take. Wetland AG consists of a series of depressions. Roadway will provide one driveway per parcel. A driveway pipe will be added if a proposed driveway cuts off hydraulic connectivity to or from Wetland AG. Sheet 16: (not nrovided) Boundary between Neuse River basin, HQW WS II class waters and Tar-Pamlico River Basin, Class C, NSW waters occurs approximately along the same alignment of Tarboro Road. Sheets 17-18• It was stated that there are no impacts on Sheet 17, however buffer zones 1 and 2 for a jurisdictional feature on the next page (Sheet 18) will most likely have impacts in final design. There is one jurisdictional stream crossing at —L- Sta. 229+80 and two wetlands; Wetland AH and Wetland AN on Sheet 18. It was suggested to provide 5'-10' bank stabilization on the upstream channel banks, and an additional 10' of bank stabilization downstream of the bank stabilization already proposed on the plans to retain the natural turn in the next 10' downstream. It was suggested to remove all existing cross pipes and replace with new pipes. Field inspection proved all existing pipes to be in good condition, so they will be retained unless they are considered undersized for future conditions. If a different size is warranted, existing cross pipes will be removed and replaced. All drainage recommendations will be based on Franklin County future land use zoning maps. Sheets 21-22• Major crossing #5 is Crooked Creek Tributary 3 at —L- Sta. 283+85 has an existing 1@9'x7' RCBC, OAL=48'. The proposed structure is 1@12'x7' Crownspan Bottomless Culvert, OAL=148'. Bedrock is present upstream and downstream of the existing structure. This proposed structure could work if part of the rock ledge, located just upstream of the proposed face was removed. This type of controlled blasting to obtain positive flow was considered feasible by NCDOT Division 5. Eric Alsmeyer mentioned his concern for bank erosion at both ends of the proposed crossing. Footing construction is a concern. Material type below the existing RCBC bottom is a concern. Potential blasting a new channel, where the old structure was located is also a concern. Gary Jordan and Eric Alsmeyer typically want to see bottomless culvert structures far aquatic passage, but they are not as concerned with aquatic passage at this location. Constructability will also be reviewed as well as the other noted concerns to determine the best type of structure at this location. The team wants to know which structure is recommended prior to 4C. Environmental site design includes use of a site's natural features including existing contours, soils and uptake from trees to provide stormwater treatment, prior to it reaching a jurisdictional feature. The preliminary design in this case outlets stormwater from the drainage system to an area outside the fill slope and where contours suggest a localized contained area. Once the drainage is allowed to stage up, it would then flow over an earthen dike located at the southern end, and then flow to Crooked Creek Tributary 3. Chris Murray said he has had erosion issues with earthen spillway devices, and suggested to armor it with fabric and Class II rip rap should we decide to include one. Sheet 23: Jurisdictional stream 35A crosses the proposed roadway at —L- Sta. 307+60. There are concerns with the soil quality at the proposed outlet location if we excavate the upland to be the new stream bed. The concerns include not knowing how these upland soils will behave once exposed to water and erosive forces. The proposed cross pipe outlet end will either be adjusted to line up with the existing JS at the fill slope or extended to meet the jurisdictional stream, 10 feet or so past the �ill slope. Bank stabilization will also be added to the upstream opening of this crossing. A spring box will be added near 306+25 Rt, where stream 35B seems to originate. A pipe will route this flow to the right fill slope to a lateral ditch to the main stream; stream 35A. Although jurisdictional stream 35B would be a total take for surface waters, it would not have to be a complete take of buffers on the right side only. The mitigation quantity could be lowered if we provide a lateral ditch outside the fill slope as planned, refarest right of the ditch and provide PDE. A cost analysis should be performed here to include land cost and cost of mitigation to know which design would be more cost effective. Sheet 24: Major crossing #6 is Crooked Creek at —L- Sta. 314+63 has an existing 3@9'x9' RCBC, OAL=59'. The proposed structure is 3@10'x10' RCBC, OAL=158', buried 1.0'. Photos were reviewed for Crooked Creek. Gary Jordan said there is a Section 7 Concurrence from 2005 where concurrence was provided for the project corridor for dwarf wedge mussel and concur with "May Effect" or "Not Likely to Adversely Effect" call. There is a requirement to reassess Section 7. Gary Jordan mentioned that in 2005, the habitat was not good for the dwarf wedge mussel. Rachelle Beauregard said Neil is aware of the reassessment and will redo survey and will contact Gary Jordan before the permit modification application is settled. Eric Alsmeyer mentioned the channel is so wide, we do not have to be concerned with maintaining low flows through one or two barrels. Sheet 26: The only jurisdictional feature includes a buffered pond with buffer impacts only. Other Issue: Chris Murray mentioned he would ask Division 5 about retaining any existing cross pipes on this project. R:�R2814C�I-Iydraulics�Documents\4B\R-2814C 4B Meeting Minutes.doc PAT MCCRORY GOVERNOR Place\Time: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ANTHONY J. TATA SECRETARY Minutes of the Intera�encv Hydraulic Design Review NEPA\404 Merger Team — Concurrence Point 4C Meeting April 16, 2015 & July 16, 2015 R-2814C State Proiect 34506.1.1 US 401 Rolesville Bypass from NC 96 (Zebulon Road), Wake County to OA2 miles north of SR 1103 (Clifton Pond Road), Franklin County NCDOT, Structure Design Conference Room, 1230-2:30 P.M. Team Members: Felix Davila — FHWA (Present) Eric Alsmeyer — USACE (Present 7-16-15) Gary Jardan — USFWS (Absent) Travis Wilson—NCWRC (Absent) Cynthia Van Der Wiele — USEPA (Present 4-16-15) Rob Ridings — NCDENR, DWR (Present) Participants: Kevin Moore - NCDOT Roadway Design (Present 7-16-I S)' Dennis Jernigan — NCDOT Division 5(Absent) Rachelle Beauregard — NCDOT Natural Environment Section (NES), (Present) David Harris — NCDOT Roadside Environmental Unit (Absent) 2 Mack Bailey—NCDOT Structures Management Unit (Present 4-16-15) Korey Newton - NCDOT Structures Management Unit (Present 4-16-15) Beverly Robinson — NCDOT PDEA (Absent) John Schriner — Wetherill Engineering Utilities (Present) Donald Proper — NCDOT Utilities (Present) Matthew (Matt) Lauffer — NCDOT Hydraulics Unit (Present) Bill Elam — NCDOT Hydraulics Unit (Present) Chris Murray - NCDOT Div. 5 Division Environmental Officer (DEO) (Present) Eddie Douglas — NCDOT Roadway Design (Present 4-16-15) Britmey Kelly — NCDOT Roadway Design (Present 4-16-15) Ray Lovinggood — NCDOT Hydraulics Unit (Present 4-16-15) Linda Johns — NCDOT Hydraulics Unit (Present) Craig Lee — NCDOT Hydraulics Unit (Present) MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION HYDRAULICS UNIT 15JO MAIL SERVICE CENTER Ra�EicH NC 27699-1590 � Substitute Nathan Adima (Present) 2 Substitute Mark Staley (Present) "(Present)" = Present: 4-16-15 & 7-16-15 "(Absent)" = Absent: 4-16-15 & 7-16-15 TELEPHONE: J'I J-�O�-B�OO FAX: 919-250-4108 WEBSITE: WWW.NCDOT.ORG/DOH/ LOCATION: CENTURY CENTER COMPLEX BUILDING B 1 O2O BIRCH RIDGE DRIVE RALEIGH NC These 4C minutes originate from the 4C meeting on 4-16-15. If the comment was made on the 4C meeting on 7-16-15, ittt will be noted as "(7-16-15).of permanent impacts shown in these locations. Site 5, Buffer Impacts: Sheet 13 of 35: "Pond" label should be added to enlarged view drawing. Wetland boundary and Jurisdictional Pond location should be discussed with USACE, including possible adjustment of the jurisdictional stream line to the wetland boundary. If the surface water location moves, buffer zone 1& 2 will also move. Site 6 Buffer Impacts: Sheet 16 of 35: Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. The wide PUE on the right side of the roadway will likely be reduced. The large amount of TDE on the left side of the roadway is due to a Temporary Stilling basin. Enterin� Tar-Pamlico Watershed, Class C, NSW Site 7, Buffer Imuacts: Sheet 19 of 35: Need to reconcile fill slope stake lines at the downstream end (Rt side of the roadway) of the 54" RCP, there are currently two sets. The fill slope stake lines with Toe Protection are correct. Construction Easement associated with Roadway's fill slope stake lines also should be deleted. DEO concurs with impacts as shown. Site 8, Buffer Impacts: Sheet 22 of 35: DEO requests buffer zone 1& 2 lines to be extended to the wetland boundary at the south-west quadrant of this stream crossing. DEO requests buffer zone impacts to be shown in TDE area for Temporary Stilling Basin. Post meeting note: This TDE for the Temporary Stilling Basin will be eliminated. The Environmental Site Design area, located east and north of this TDE will be used as a temporary Stilling Basin during construction, which should be restored to the original lines and grades upon completion of the culvert construction. Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. There will be aerial utility impacts at this site. Site 9, Buffer Impacts: Sheet 25 of 35: Adjust the location of the proposed PDE on the upstream end of the proposed 66" RCP cross pipe so it has the same offset as the adjacent PUE. DEO requests buffer zone 1& 2 impacts to include area up to the PDE limit on the upstream side of the 66" RCP cross pipe. NES requested addition of Site 9A for the small stream segment on the right side of the existing roadway that ties into the stream that crosses the roadway, since it is a separate stream. Add a boundary between the two stream buffer zones to distinguish between the two streams. If applicable, revise Site 9A's type of buffer zone 1& 2 impacts to "Allowable". NES requested addition of Site 9B for the different type of buffer zone impact on the right side of the proposed roadway, located just north of the proposed 15" CSP storm drain outlet at —L- Sta 309+50 Rt. Extend the buffer zone 2 boundary from —L- Sta. 309+69, 95' Rt. at Site 9 north-eastward to the PDE. If applicable, revise Site 9B's buffer zone 1& 2 impacts to "Allowable". Site 10, Buffer Imuacts: Sheet 28 of 35: Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. Use impervious dike location from Construction Sequence plans as the outer limit of buffer zone impacts (north-west quadrant) and downstream (south-east quadrant) sides of the 3@11'xl l' RCBC. Add buffer zone 2 hatching at south-eastern quadrant to outer buffer zone 2limit, near proposed toe protection. Adjust TDE at —L- Sta. 314+89, 207' Rt. To avoid all buffer zone 1 impacts from the temporary Stilling Basin. Site 11, Buffer Imuacts: Sheet 31 of 35: No comments. Wetland & Stream Impacts Permit Drawin� Review, BeEinninE in Neuse River Watershed, WS II, NSW (HQV�: Site 1& 2, Wetland & Stream: Sheet 4 of 58: DEO requested re-verification of the wetland boundary of Site 2. Site 2: Widen the "Fill in Wetland" area to mimick the "Fill in Wetland" as shown at Site 1. Otherwise, there is concurrence with impacts shown, including "Fill in Wetland" limits shown at 4' outside fill slope. NES has requested an adjustment of labels for Wetland sites so each Wetland has its own label. Site 1 on the left side of the roadway will be Site lA and the wetland on the right side of the roadway will remain Site 1. This is a typical note for all wetland locations. In other words, wetland boundaries will be treated separately if located on two sides of the roadway. Site 3, Wetland & Stream: Sheet 8 of 58: DEO has requested all Proposed Top of Bank tie-ins be removed from ends of Bank Stabilization at all locations on this project. For example, there is a proposed tie-in on the right side of the roadway, located downstream of the Bank Stabilization at Site 3 that will be removed. DEO has requested the use of Bank Stabilization, Detail BM (sheet 57 of 58) for the rip rap shown at the downstream end of the Proposed 30" RCP. DEO has requested the wetland boundary at Site 3 to be reviewed. NES stated the wetland boundary at this location is correct. Site 4, Wetland & Stream: Sheet 12 of 58: "Toe Protection" was removed from the fill slope since "Rock Embankment" is being used by Geotechnical at both sides of the roadway, within the wetland boundaries. Adjust wetland impacts so they do not exceed impervious dike boundary on Construction Sequence plans. Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. Curtain wall protection is proposed at the downstream end of the proposed box culverts. The issue of filling in the scour hole with rip rap was discussed. Per this discussion, this area will not be filled in. Issue not discussed: The team should be reminded of 4B discussion regarding beaver activity being a concern at all major stream crossings along this project corridor. There was "delayed entry" for the contractor on R-2814B, due to beaver activity. Dewatering is a construction concern and previous Contractors blamed beaver activity and removal as an "unforeseen activity" causing project delays. One suggestion during 4B included a separate contract for beaver removal for this project prior to let. DEO asked if there would be additional jurisdictional impacts associated with beaver removal and subsequent dewatering? The consensus was there should be no additional impacts. Hydrology would be affected, but only on a temporary basis. Access to beaver removal could have temporary impacts to jurisdictional streams or wetlands. It was agreed for the team to meet on site, ap�roximately 6 weeks prior to 4C to determine which crossin�s would have impoundment issues due to the presence of beavers. (Field notes indicate beaver dams 300' downstream of Little River and 245' downstream of Crooked Creek Trib 3 . Site 5& 6 Wetland & Stream: Sheet 17 of 58: Re-label the right side of the roadway wetland as Site SA. Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. `Bank Stabilization" label is on the plan view, but it is not noted on the Detail sheet. Bank Stabilization details for each major stream crossing have been provided on each CSR. However, since the Contractor does not receive CSRs, Bank Stabilization details from each CSR will be added to Roadway Detail sheets. Bank Stabilization areas should be accounted as "Fill in Wetlands" from JS line to top of banks. Maintain 10' "Mechanized Clearing at the south-east quadrant of Site SA. It is yet to be determined if the "Wetland Excavation" located near the upstream end of Site 5 should be temporary or permanent. Site 7. Wetland & Stream: Sheet 24 of 58: Wetland boundary and Jurisdictional Pond location should be discussed with USACE. Should the jurisdictional stream line be adjusted to the wetland boundary? Site 8, Wetland & Stream: Sheet 28 of 58: NES requests addition of Site 8A on the right side of the roadway. DEO requests extention of the "Lateral `V' Ditch" at 168+00 Lt to the wetland boundary. Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. Adjust leader for Excavation at north western quadrant to proper location. Include Bank Stabilization as "Fill in Wetland" or "Surface Water" impacts, where applicable. `Bank Stabilization" label is on the plan view, but it is not noted on the Detail sheet. Bank Stabilization details for each major stream crossing have been provided on each CSR However, since the Contractor does not receive CSRs, Bank Stabilization details from each CSR will be added to Roadway Detail sheets. Site 9& 10, Wetland & Stream: Sheet 33 of 58: No comments. Enterin� Tar-Pamlico Watershed, Class C, NSW Site 11, Wetland & Stream: Sheet 38 of 58: Need to reconcile fill slope stake lines at the downstream end (Rt side of the roadway) of the 54" RCP, there are currently two sets. The fill slope stake lines with Toe Protection are correct. Include Bank Stabilization as "Fill in Wetland" ar"Surface Water" impacts, where applicable. Provide Site 11A for the right side of the roadway. Discussion at -L- Sta 279+g0 Lt. Wetland & Stream: Sheet 40 of 58: DEO requested to show impacts similarly to Site 15. Site 15 has a proposed base ditch that ties into the toe of the JS pond. However, this location has a standard base ditch that ends prior to the wetland. There should be no impacts at this wetland. Site 12 Wetland & Stream: Sheets 42 of 58: Add note for Bank Stabilization and ensure it is on the Detail sheet. Excavation hatching should be turned off, with correct type of permanent impacts shown in these locations. Can we delete the TDE from Sta 284+30 Lt to 285+20 Lt? Post 4C discussion with REU approves the temporary use of the Environmental Site design for a Stilling Basin during Construction Sequencing, as long as it is returned to the same lines and grades of pre-construction. Note (not discussed at 4C): At 4B, the crossing at Crooked Creek Tributary 3 at —L- Sta. 283+85 was proposed as 1@12'x7' Crownspan Bottomless Culvert, OAL=148'. This proposed structure has since been revised to 1@10'x8' RCBC, with 1.0' sills on each side. Site 13, Wetland & Stream: Sheets 46 of 58: NES requested addition of Site 13A for the small stream on the right side of the existing roadway that ties into the stream that crosses the roadway, since it is a separate stream. DEO requested additional 5' of Temporary Surface water impacts at the upstream end of the crossing. Eliminate the proposed top of bank tie-in at the upstream and downstream ends of the Bank Stabilization. Provide velocity for the Standard 4' base ditch, lined with rip rap located at —L- Sta. 306+00 Lt. Site 14, Wetland & Stream: Sheet 49 of 58: Add note for Bank Stabilization and ensure detail is on Detail sheet. Include Bank Stabilization as "Fill in Wetland" or "Surface Water" impacts, where applicable. Show de-watered areas as Temporary Surface Water Impacts, inside proposed impervious dikes. Site 15, Wetland & Stream: Sheet 53 of 58: The jurisdictional feature includes a buffered pond, that may be dropped as a JS feature, to be determined by USACE and NES. R:�R2814C�I-Iydraulics�Documents\4C�R-2814C 4C Meeting Minutes.doc �!'�. �� r� ��� ,� ,„ Mitigation Services ENYIRONMENTAL QUALITV September 28, 2016 Mr. Philip S. Harris, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Hams: Subject: EEP Mitigation Acceptance Letter: PAT MCCRORY co��e„���,� DONALD R. VAN .DER VAAIZT se�, ern„ R-2814C, US 401 Improvements from NC 96 to SR 1103, Wake and Franklin Counties The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on September 28, 2016, the stream, wetland and buffer impacts are located in CUs 03020201 of the Neuse River basin and CU 03020101 of the Tar-Pamlico River basin in the Central Piedmont (CP) �co-Region, and are as follows: Stream Wetlands Stream and River CU Eco- Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Riparian Marsh Impacts Neuse 03020201 CP 0 0 655.0 2.D6 0 0 Impacts Tar- p3010201 CP 0 0 1,018.0 033 0 0 Pamlico T�ome ot tne stream anu wetland impacts may be proposed to be mitigated at a l:1 mitigation ratio. See permit application for details. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIl' Number R-2814C. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. State oFNorth Carolina Environmental Quality Mitigation Services 1652 Mail Service Center � 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T Mr. Harris September 28, 2016 Page Two NCDOT TII' R-2814C Eco- Buffer Impacts Buffer River Basin CI) Region Zone 1 Zone 2 TOTAL Impacts Neuse 03020201 CP 28,060.0 14,618.0 42,678.0 Impacts Tar-Pamlico 03020101 CP 59,689.0 35,800.0 95,489.0 The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact 1VIs. Beth Harmon at 919-707-8420. Sincerely, . Jame B Stanfill DMS redit Management Supervisor Cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources File: R-2814C � �j��1�����} North Carolina Department of Transportation i :-itill�lll�bc7tf'3` Highway Stormwater Program �./� STORMWATER MANAGEMENT PLAN -- (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 34506.1.1 TIP No.: R-2814C County(ies): Wake Franklin Page 1 of 5 General Project Information WBS Element: 34506.1.1 TIP Number: R-2814C Pro'ect T e: Roadwa Widenin Date: 9/1/2016 NCDOT Contact: Linda Johns Contractor / Desi ner: NCDOT H draulics Unit Address: NCDOT Hydraulics Unit Address: 1590 Mail Service Center 1590 Mail Service Center Raleigh, NC 27699-1590 Ralei h, NC 27699-1590 Phone: 919-707-6728 Phone: 919-707-6728 Email: Im'ohns ncdot. ov Email: Im'ohns ncdot. ov Cit /Town: Rolesville Count ies : Wake Franklin River Basin s: Neuse Tar-Pamlico CAMA Count ? No No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 6.595 miles Surroundin Land Use: Rolling topography, agriculture, forests, rural residential, changing to urban Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 61.0 ac. 28.0 ac. Typical Cross Section Description: The proposed cross-section for most of the project is four-lane, 46 ft. median divided Existing US 401 is a two to three-lane roadway, with variable width grass shoulders. section, utilizing 4 ft paved shoulders. North of -Y8-, Beaver Dam Dr. to the end of this The existing roadway has 10 ft lane widths, with 2 ft paved shoulders. portion of the project, a four-lane 20 ft median divided section utilizing curb and gutter is proposed . Lanes along the -L- line are typically 12 ft, and 10 ft on the -Y- lines. Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 15,848 Year: 2036 Existin : 10,892 Year: 2016 General Project Narrative: R-2814C is the third part of four on R-2814, widening of US 401 in Wake and Franklin Counties from SR 2044 (Ligon Mill Rd) to SR 1700 (Fox Park Rd) in Louisburg, to a (Description of Minimization of Water four-lane, median divided, superstreet design facility. Widening will be to the east or to the west of the existing two lanes of US 401. The proposed project is needed to Quality Impacts) alleviate the existing and future capacity deficiencies along US 401. Best Management Practices include utilization of an open shoulder typical section, as well as steepening fill slopes (and providing guardrail) to minimize impacts to jurisdictional features. Grass swales are proposed primarily as stormwater control measures where possible throughout the Neuse River basin, WS II (HQW) NSW areas, and in areas adjacent to jurisdictional features in the Tar-Pam River basin Class C, NSW areas. In open shoulder areas, shoulder berm gutter are proposed to capture roadway runoff into storm drain systems and route to outlets located far enough away from jurisdictional features so grass swale treatment could be obtained prior to reaching wetland, jurisdictional stream and/or buffer zone. Rip Rap bank stabilization is included in the design upstream and downstream of all major stream crossings, and downstream of all minor jurisdictional stream crossings. Rip rap at embankment is also added at the ends of ditches that outlet to jurisdictional streams. Rip rap toe protection is proposed at the bottom of all fill slopes that are adjacent to wetlands. Flat rip rap pads were used at the ends of ditches to slow velocities and diffuse concentrated flow. Environmental Site Design is proposed as a stormwater control device for roadway drainage entering Crooked Creek Trib 3. Waterbod Information Surface Water Bod 1: Little River NCDWR Stream Index No.: 27-57- 1 a NCDWR Surface Water Classification for Water Body Primar Classification: Water Suppl II WS-II Supplemental Classification: Hi h Qualit Waters HQW NSW Other Stream Classification: Impairments: biolo ical impairment Threatened/Endan ered Species? Yes Comments: Endan ered: Michaux's sumac Unresolved , dwarf-wed e mussel Unresolved , Tar River spin mussell Unresolved NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � ���'1�����` North Carolina Department of Transportation � :-,tcn-ni�+�ate�r `I ,, ,,,,,, Highway Stormwater Program �y STORMWATER MANAGEMENT PLAN --`�� (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 34506.1.1 TIP No.: R-2814C Count ies : Wake Franklin Pa e 2 of 5 Additional Waterbod Information Surface Water Bod 2: Little River Trib 3 NCDWR Stream Index No.: 27-57- 1 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I II WS-II Su lemental Classification: Hi h Qualit Waters HQW NSW Other Stream Classification: Im airments: Threatened/Endan ered S ecies? Yes Comments: Endan ered: Michaux's sumac Unresolved , dwarf-wed e mussel Unresolved , Tar River s in mussell Unresolved NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 3: UT to Little River Trib 3b NCDWR Stream Index No.: 27-57- 1 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I II WS-II Su lemental Classification: Hi h Qualit Waters HQW NSW Other Stream Classification: Im airments: Threatened/Endan ered S ecies? Yes Comments: Endan ered: Michaux's sumac Unresolved , dwarf-wed e mussel Unresolved , Tar River s in mussell Unresolved NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 4: Crooked Creek Trib 3 Cliftons Pond NCDWR Stream Index No.: 28-30-01 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: Threatened/Endan ered S ecies? Comments: Endan ered: Michaux's sumac Unresolved , dwarf-wed e mussel Unresolved , Tar River s in mussell Unresolved NRTR Stream ID: BufFer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer? Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 5: Crooked Creek NCDWR Stream Index No.: 28-30 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: dissolved ox en DO Threatened/Endan ered S ecies? Yes Comments: Endan ered: Michaux's sumac Unresolved , dwarf-wed e mussel Unresolved , Tar River spin mussell Unresolved NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) V � � N � .� � V W O �A \ � � � m � 3 �� �.� _ V� V m � � .; a � 0 �� Eff EA � � � d � V � � `� V � � � � � a `� f» `c rg � e � c z o � � � c ��� w��� �'�� ���� � � �'�'�w d��� �—�a ��'Az O �}�� �; �,�w �� o��� V ��� ���� � 2 Er� tfl Ea � ����, n 'u � �A tAtf? See Sheet 9 A For Index of Sheels �°II��-�"I�'1F, �1�' ��1�'�l� ���III$�]I�,1I�� PERMIT DRAWING �������� �j� �������� SHEET 1 OF 61 WAI�L'�/FRAI�I�LI1� CO U1�lTY a�� R-2814C 34506.1.4 STP-401249) 34506.2.FR7 STP-401(249) 34506.2.FRU7 STP-401(249) � ESCRIPTION PE R�W UTILITIES LOCATION: US 401 FROM NC 96 TO 11lORTH OF SR 1103 (FLAT ROCK CHURCH RD/CLIFTON PO1VD RD.) TYPE OF WORK GRADING, DRAINAGE, PAVING, CURB A11tD GUTTER, CULVERTS, AND SIGNALS � � WETLAND AND STREAM IMPACTS ������ -L- STA 381 + 40.55 E1�D TIP PROJECT R-2814C �P° -L- STA 33 + 18.85 BEGI1� TIP PROJECT R-2814C SITE 3 \� � Q / � Iz SITE SITE 5,5A,&6 S ITE 4 A z I � � �� � �z o � � ° �� �' a • • • � ... � w� �,� P Q 3 �S P4 � /�� � \\�� q ��G� .,� ., � �� a � � a y� ''� ' � ° '%� � Q� �. M Z END CULVERT � O 1 � q -L- STA 108+06.67 �� � � � � � � SITE 1,1A,&2 Q � TH/S 7S A FULL AND PARTlAL CONTROL OF ACCESS PROfECT WITH ACCESS AO/NTS SHOWN ON THE PLANS. TNIS PROJECT !S NOT WITHIN THE L1MI7S OF MUNIC7PAL BOUNDAR76S. CLEAR/NG ON TH/S PROJECT SHALL BE PERFORMED TO THE L7MIT5 ESTABL/SHED BY METHOD !/7. GRAPHIC SCALES DESIG11l DATA 50 25 0 50 100 ADT 2016 = 10,892 �-�-��-� J ADT 2036 = 15,848 PLANS K = 10 % D = 65 °/a 50 25 0 50 100 j — 6 o/a * V = 60 MPH PROFILE (HORIZONTAL) * TTST = 2% DUAL = 4% 5 _ 0 5 7o FUNC CLASS = MAJOR COLLECTOR PROFILE (VERTICAL) STATEWIDE TIER SITE 11&11A � ��o �� '�\ �� � 76 y ` "'` y Ri / _ , y6 L- � 1 � 98 SITE 9&10 SITE 7 S ITE 15 SITE 14 S I T E 13 &13 A BEGIN CULVERT -L- ST 314+43.10 �ir�P SITE 12 � ������ ` � � �U �y� FQ .'� '/ \ .+ V 2 i 'sa /�UgG � LO T -L- POT STA 383 + 00.00 E111D C011tST. R-2814C' PROJECT LENGTH Prepo�ed ln ihe Offlce of: DIVISI0111 OF HIGHWAYS 1000 Birch Ridge Dr., RaZeigh NC, 27610 LENGTH OF ROADWAY TIP PROJECT R-2814C = 6.580 MILES 2012 STANDARD SPECIF7CATIONS LENGTH STRUCTURES TIP PROJECT R-2814C = 0.015 MILES TOTAL LENGTH OF TIP PROJECT R-2814C = 6.595 MILES RIGHT OF WAY DATE: KEVIN E. MOORE, PE JANUARY 28, 2015 rnorEcz sxcrNEEn LETTING DATE: _ NATHAN N. ADIMA, PE . ��i PROJF,CT DES7GN ENG/NF,F.R HYDRAULICS ENGINEER P.E. S7GNAT(IRE: ROADWAY DESIGN ENG7IYEER SlGNATURE: P.E. ����.��1���� ��.��� DO NOT USE FOR CONSTRUCT[ON Q � 8 O � � � � O kc' � �fl >l9 �� S� 3�i Y _ � �� � 50 e�y� �K � .k ,�3 PROJECT REFERENGE NO. 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CULVERT AND STREAM PROFILE i _ SITE 6 _ _ � _ _ _. _ _ _ _ _ _ il _ i ___ _ _l_ ___ _ /ING = 61 N I 0 � 100' 0' 100' GRAPHIC SCALE 150 � DENOiES FILL IN W ETLAN D � DENOTES MECHANIZED CLEARING PROJECT REFERENCE NO. R-2814C P✓W SHEET NO. :OADWAY DESIGN ENGINEER � SHEET NO. ENGINEER PERMIT DRAWING 155 SHEET 24 OF 61 l i 1 1 '- � o �� �� - ,_ � ' t / _ _ � � � � � � , � %� � � � �; /� Q � - - � � � � � � ,� �� � � � � � ,,—, �� l l l � � � , oo � ° �:� � _ � ��� , �� � -, � � i � d ;; — l � , J � � . / � � I / / I / � , �� o pjg � a ° ,; � � �� _ �� � � � � � � � l i � o � . ° \ ��) �� � � � � - - �-�- --�� - ��, j � / � o� � �, ,� � _ - - - _ 7 � � � A � � � � � � � � / n � o � �� �. �� � ' � , � � � , / _ w . _ _ ' -- _ - � � / % ., � � � , � , ��� . . 1 1 i / i� I I r / / �/ _ � SPECIAL CUT GRA55 SWAIf� / .. / � . ' � �r � I SFE O[�IL E / � --- SPECIAL CUT GR 5 SWALE ', ���, , / � � � / � -- - - - � .. _ _ _ SEE DETAIL-E� �� i � ��� � � � � � � � � � � E � � � �i�� � � � ROADWAY 'UT DITCH RSRM � SEE DETAIL A ' � ` � , ; ` � �_ � ,� , , . �`. n � R' � � �\ ,��. �R r, � 2 ~' C--- � C � C C //i � �C,- C �e_� . —,_�-= _ \.--~C � C �- LLI � — _� iLC � � \ — — -- � � — — —�_— � — W ��— — � -� - ' �w �����_ � — _ __ — � C Z = Fsm % � — — rn � r � i�� �� � � , �> < � � < ---- , � -- (�i , . . . - � '_�I �pe.� ..... .. - "' / . � � 2GI-Type D � � � � I - ;, � r w � � , _ .�- --� � _ � w �_ .— �- - i i cn � ) _ I ie F . � O _ � O�L� T ` � \ .... �� _. t �--- �__ � IkOADWAY CUT DITCH WiPSRM r �SEE DETAIL AI N � GRADE TO� DRAIN ~ �... / � � - c � � --� `�, � ��. � SPECIAL NT. GRASS SW E � �,� � �SEE DETAIL G � W \ Z �c �"� � � � � � o � � ,jl. J � 2 � � T � � �\\ �\ \ � � T�F C \��\ � II \� �� L \ � �� . ��//0 ,�- � � � . �5� TOE PROTECTION • / � �. SEE DETAIL 1j � '� - / � --' `� -� " ` � �.. o 1 yo -� ,�ITE 7� ~ 35 27' 09.3' E ': � _ —��-T _� D _ _ _ � , i � - ,-;_---. —..� _- ----- - � .__ `� � _ - _ �- FS . �_ r O . ._.__ . _,� —�— 16 �.rtwH . -�. _..—.. / :�� . . . ... __ _ - _ . . ___. - - J. � _ _ � s � � ---_.�= —..—,— - . . -- -- — --- ----_-- —_--- —_ ------- _ _ . _ --- ----- ---- — _ US 40i 26'B5T — --_---- — _----- .—._----- ... 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PUE�� �--PLLE . _ -,. ._--PO� PUE _ Q... , O ..PUE _ _ PUE- - .PU��— PUE- - --_ / �� - - - — — — — u.l --- � ._ � '--� ; �� . - � � \ .___ .. � : / , . , ___. .- -�... �____ % ..... � .._ .f' - — ..._ . _ - .... - .. . J . -`� ��a / ' � ' � - � ~ � -. -- - PECl9L LATERAL 'V=DIJik�_ �IP RAP � W �� ` � � �� �� / -� %�� — .� . � � �� i _ _ _ _ _ ___ SEE DETAIL AJ � � �� ��� �- �- � � // � , ' �i � .y � �� _ -- � _ � �. _ _ l ���� ��� � � �- �,� . � _-- � � � /�// \ � �- -SE DDARAD qASftiR�WALE �' DE r _ _ �_ _ -____ - . �% � i_ � ��.::-'- ,� ,^�� �— —� \ ���� �t � _-_____ \ ��- _.. _...— �� �� F � .. _ �L�� __ � . �`nL ; _ �G / � � � • � , - - -- — � � � ���. _ � - \ � \ , \ i � � �, � — . / , _= ....___ —,,� \ � �/ ��TO EXfYfN]C DITCH - \ % � - . . . - - = � �� _ / � -' ��� \\ \ \ —J � , \ �\ -� �� � C ��T� _ 6X7' RIP RAP P/E ,I , / � ___—� � \ �\ \\a� _ -_ f� �_' � / _— � � � ��,,, ' __ _ .. \ _ - �' 2-TONS CL B � � r � � � - - \ O . � 8 SY GEOtEXTIL � � �' / . \ � , � , b � �� � _ _3,a_ � � � � � , , - _ � _ : �� r \ �-°°— — � �� ��� c � �;' ����� � � � � �� �- � � � � � _ �'�" � � '/�/, i � � � ��- ����� � � � � � �� � f �3 � �� \— _� � � �� �� � O � � � �� � �V � � �.-�, . �m ����-. �� � � .. ��` � . � ( �� � � � � � � ������ . ; �� � � / . . � � .. s� / � �� �� � � � � �� �� ��..� .. � �..� � � ��� � � � � � ��� � � �� '�., '� �f ���,����-���,� ������ �3 � --� � A�� \ �' ,� � — --- — -� -� I � ' � '�� �� _ � � � � . � F \\• \ � ,�3 �� �� �4 �� � �1 — i � � , �;� � h ; � � / , ,; ,� � ` � � � a A� _ � 'pGF °F\ �\ �\�����'���-� � �a ti9 ,. �._\ � � � ��"� , � �, �,� \ � � � � � z � �a � m ��, � � � � � \ . . . . ,s ..~ � \ \\. � ��� � 'I.9 � `�9 � ��5�,___� � . . : '�A �\� � ���n��..�"� �3 � � �� �._ � o � � _ ; � �_ /- � � - � .,\ s � � ;� , � a � - � C C - � � _�� n� � � ' U c � � � � � � � � � � � \ � � � � � � � \ � �� � � F. � � �. � \ i �\ \ , �. �� �� I � , ,' � � �'O , , � � � , � _ .- \ __ . � � \ � ,� _ F ��, \ � � , \ _ � c �O � \ F \\ \ �� F � \ \ +�� �� A � y \ � C �F � � � � \ � \ � �, � \ �'� �, � � � � � � � � �6� \ � g s,. A �e , � � � \ F \ � �� _'� � � � -� a \ �'�� , -' � � � � � �,-„� �' , � � � �S TOE PROTECT �� � SEE DETAIL J �-- 4 0' 0' 4 0' 'O GLI GRAPHIC SCA�E DENOTES MECHANIZED CLEARING DENOTES FILL IN WETLAND PUE 6'X7' RI P RAP PAD 2 TONS CL B 8 SY GEOTEXTILE PUE PROJECT REFERqENCE NO. SH�E.TET� �NO. ���L�ILN ILW SHEET NO. ROADWAY DESIGN HYDR4UUG5 ENGINEER ENGINEER PU PERMIT DRAWING SHEET 25 OF 61 oo� S� S`� �� �P� — , �' � � ��� � `�' � �- � ; � �' � � � �, � / `� ,� � � � � � � � � , � :�%�� � � � � � � � � � � � � � � �- � � � \ � ,�3 ,� � � � � � � \ ,� �- � � � �- \ \ �, �- � � �- � \ \ � � � � � � � \ � � � � � � \ � � � � � Z�e � \ � �� �� ., \ � � ti� � � � � \ � �!1 N � N I �o[l O N Q i m N N N O � Y �mp �F = w � z �,1 Q l[ J w a � p N o; J * N b N � � � � � � J � d ¢ ti V% J i �J J ¢~ W W � � o J Q � � O � �O2 � Q � o W � � � � � � 3 W O O� O � � W �� � 160 TIE TO EXISTING DITCH STANDARD BASE DITCH SEE DETAIL AL N SPECIAL CUT GRASS SWALE � SEE DETAIL E W W R 2 N C � � C C N — ► --- ' --� O � (�� � Q� aiw �ZGr xi nrv � r � — _ __---__ _--_' N � J ' Z � _� �_—�- �w ' = � JT � � CLA55 B RIP RAP y — 5 TONS V GEOTEXTILE = 14 SY � UE PUE PUE PUE � SPECIAL CUT GRA55 SWALE � SEE DETAIL G SPECIAL CUT GRA55 SWALE � SEE DETAI� G � TIE TO NATURAL GROUND 100' 0' 100' GRAPHIC SCALE CLA55 B RIP RAP =30 TONS GEOTEXTILE -65 SY GRA55 SWALE � . �— — C ' � ` ms —%— \ �5 � \ \ \ SPECIAL CUT GRASS SWALE\ SEE DETAIL E SITE 8 \ TDE TDE BANK STABILIZATION I CLA55 II RIP RAP EST.70 TONS GEOTEXTILE= BOsy � ' P E �EE DETAIL CB � /� I / � LATER,4L'V' DI7'CH � SEE DETAIL W TOE PROTECTION SEE DETAIL AM EXCAVA N WETLAND � .�..�. ._ , � �� _ C C C C _ � .� � —> — --� 3 --------__ US 40l 26'B5T REMOVE TB zf I m' ^_ � � r �� III ' —L— BEGIN �SBG STA.166+84- � N 3527' 09.3' E 2G1 ,� IIC F F C � .�— — -�— � -F'— � 1� - Co �� __, .. ..Q.. n I�,.— _---__--aix— \��1 V' H ' HTR � — PUE PUE PUE PUE , PUE �UE � CLASS 8 RIP RAP ` ' TI I. STAND . 1 TON , S' SEE DETq� N'45E D�TCN GEOTEXTILE = 5 SY r � v10 = � t i � I ,y` ' P� E � � d� F � �' � I I l I SITE 8A � DENOTES EXCAVATION � DENOTES TEMPORARY IN WETLAND FILL IN WETLAND � DENOTES MECHANIZED � DENOTES IMPACTS IN CLEARING SURFACE WATER � DENOTES FILL IN � OENOTES TEMPORARY WETLAND IMPACTS IN SURFACE WATER / BANK STABILIZATION CLASS II RIP RAP=10 TON$ 0,��� GEOTEXTILE-25 SY SEE CONSTRUCTION QUENC /BZ 2 �_ � TEMPORARY (/ � 0�' SURFACE WATER IMPAC7�� ^ �5�..-� `� / � R `� � � �ti1 ROTECTI N � � oET e� � F — _ _ ` F � PROJECT REFERENCE NO. SHEET NO. R-2814C 13 WW SHEET NO. ROADWAY DESIGN HYDRAULIGS ENGINEER ENGINEER PERMIT DRAWING SHEET 27 OF 61 \ TURN OUT DITCH RIP RAP -3 TONS GEOTE%TILE=10 S�.YDS. � q10=O.Scfs �. V70=0.2fps i• C � _� C C Z - ---_— rn i I � , w � vi _ --�--- D SPECIAL IATERAL BASE GRAS�SSWALE RM n�� � � REMOVE -- W REMOVE � ...F -- co., — -- � 0 mc{ �� � �IS'RCP� Z� � • �p, O EiP PROT �M -- — � c/ 0„ ,c — c crn � C oio ie.��r� � � N �S�G 51 1 8+84 v10 -2.ofps I y I �� WE � / / PVf = �RU� PUE Pl�E —PLIE P�1� PERMANEN� I � � PUf \ � SURFACE WATER IM ACT I G � }�,q/�� BANK STABILIZATION I �-- / SEEiDET ILGGRA55 SWAL Puf �� CLA55 II RIP RAP I� � EST. 70 TONS I `�— O �� CLA55 B RIP RAP/ 1 � GEOTE%TILE- 80ry � CONC \ �p � �� 3 TONS SEE DETAIL CB �' I--� MTW� GEOTEXTILE =/10 5Y � !`� I � � / /` \ t � \ � CLASS B RIP RAP - 5 T NS I /a� ��� � 1 � GEOTEXTILE = 14 SQ. YD . / / �4S � I /Z�=q� PutfiS � 1 i= z �ps �,o, ,� � � I n PUMPS � � U/CAN / O I I / � � � '� � �� I I / ISBKBUS iSMTLBUS � I � � � � ' ' � `-J I I I � N T �pri O N Q � m N N N O � Y �m � � N J O O � � w � �p � O N Oi J * N � N d � � M * I � J � d Q ti � J i �J J ¢ i' � � � 0 J O � � � �O �O2 _ Q � O W � � � � � � � 3 W O o�a � � W �� � 1 �'� \ / \ '/ �- / j PROIECT REFERENCE NO SHEET NO. j� � `� � ` , J ,\ � � � / � � �Il _ R=2814C__ 13_ ,� � ILW SHEET NO. --- '-\ ��"-^ \��`- � � - / �� � / �\ \ ��\� j�--' �/ �� �� ROADWAY DESIGN HYDRAUUCS �'` �\ �- --_ � � � � � � % / / � ,�a � / / / ENGINEER ENGINEER � ,� � �� �� � " '' � �� � � � � � � � 160 , � � � �� /� -� 170 � -� �, �-� ?�'� �i- � ( / � � � � � � L �' �q� � _� ,�� _ � � � � � � � � �f � �oa� � , � � � � -�, " � � / _ �,�� ; � � � � � � � `� 5`�� � � � -,��,� 1 �, � � — � �� �, \ �� � i — °�� / � � � ��1 l � ' � � �� �� ���� � /�� ���� .�� ,� ���>� �� ��O PERMIT DRAWING .� � � �� _��� � j� J ,3,,;/ �, �r _ " \���- � � � � SHEET 28 OF 61 �`°�- � � , �- � � � � � � : � �� � \ � � - � �, � � � � � � � � � � / � �� 1 ' � � � � � \ � �--- �� � � - -- - _ „ / \ � �� � ��� � � � � � � / � � � � . ; , �, � � �, ,, �� �� )�� �� � � / . � _ � � � � . � ,/ � � � / � , � � � �. �, , - � \ \ �> � � i �, , �„m / - - / � / /� �j \ \ \ \ / / ISPECI�AL C�T GRA55 SWAL /.\^ \ \ \ � I R � `J � \ � � / - . J-- / ; G p .STABILIZATION- . _ , -' - - .. � / � , �SEE �ETAI� E � \ � �\_ �i J I � S IIRIP RAP 10`�.TONfi e,�1� . � � ,. / � 1 CONST 2� SY � -� / s �� \ � � / � � / �'s� \ \ � � � � 4 `. . / \ \ � / /L � EE . RUCTION _ QUENC . � � i� � � `; - � �� � BZ � - - i �� � � � � � � � � � L� � �� �'' � ��_� � / � / / / . , ' . �ANK STABILVA I ' � � -�--- / � � \ � ,/' � �.--` , , � { � �y � ; ; TIE TO E%IS ING DITCH-' �� CLASS B RIP RAP_ -30 TOIyS � TD TD� / � R U �j /� . � � �� �� ��� 9EE DETAD B E DITCH ..... taEOTEXTILE.. 65 SY�....\., ...._� \,.. \.\ `... . i 1 �I � S I� E 8 ....... 'cST $ OIITONSAP '� 0�' TSCIRPFAC� WATE� MP�� . -- ' GEOTE OILE DO SQ. Y_3-= I \ / SPECIAL CUT GR.455 SWALE � � / � Y �� -" �� � „ . , _� , i w. GEO7EX71LE- 80s � • , � � N � , � —- � SEE DETAIL E . 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' -$gE-t$ETq/HASE DITCI{ GEOS ERTIRIP �'PS SY � � . ., r � .. +y SURR(� Y1jA R I .AQS � � / SLT570ITONS�PTIO j ��l .I��� I�—�— /�;.: SEE/DETAIYGGRA55 SWAL � �p�E '� SPECIAL CUT GRA55 SWALE TE/vM R �_ r _ � � � � � � � � � � � � � � � � ', i � o � cuss a kialtae� ,� � � % `1� � �� W / � GEOT�ILE- Ory � I � CON O , ' ZQ ��P I � 3 TONS `/ � __ _._._.' H . . � \ . .SEE DETAI CB / . M W� GEOTEXTILE =/10 SY � �'} �� .. � . I � . � / / � � W ' rDE � / ' ^r r � o t � � / "��r�� ` -- - � �, � , � � � � TIhTO NATURAL GROUND �� _r �, � � / �/ .,..� � : . � CLA�E%TILE - `]a SQ YqNS : � �� � ���� . ' �-`L�'/�� � � �� � � � � '� SBRIF� 5T � . . . � ��� �� �� � � . � . GEO - i . _ . � �, _ � 2 � % � / /4 � � � J � � � � � � �� � ;� zcas � ���i s � � 1�-� � .. j. i / � I � ' i� Pl1MP5 / � � � . I I � ',. ` �, � / � / /I U/CAN /. /- O � t I � . � � � � -,: � i � �� � � , , � �– -' _ , �, � _ , ; - �, � �, ' � , � _ � l � . ,� � ��I - � �� � ,- . � - � � ��I � � � � � � � � ' � j� .. � � � � ,< � issKeus isMr�eus �J /� � 1 � _ . _ �- 1 � _ — I � � / _ - �> � � ; � ��� � � ; � / � / � �.J -� ��� i i - � _ - �-��� -� �/�� ��' � �� � �� �� - � � �� '� � %� � /� �i � � � ° �� � � > ��� J � � i � S I�TE 8A - � �� , �� ��� __ _ _ -- , -� -- __ - , � �� � � , ,,_ � �/ / f � , � ,, _ , _" \ , — - �_ � � � � _. � ,� � � ✓ � , � , , � � � � �_�, � � � � — � � — i � � � — � � � �� ��� r �� , � � f , �— --�� -- �/ �� � _ � ,-- — --- -� � � �,� / 1� � � - ^ � � � � � � � � �� �� f � � _ � �,� /�� � �, � �� _� DENOTES EXCAVATION DENOTES TEMPORP.RY c—/-� —J \ . � . / /' � IN WETLAND � FILL IN WETLAND � I l � � � � J :.. .. � �� , /\� . � 100' O' 100' GLI � DENOTES MECHANIZED DENOTES IMPACTS IN � � /� � `) . � . CLEARING � SURFACE WATER �) / � � � U / �/ GRAPHIC SCALE � DENWETLANDL IN � DENOTES TEMPORARY � � � ��� . ,' � � � � � /I. . IMPACTS IN SURFACE WATER I � JE LATERAL 'V' DITCH SEE DETAIL W �� EXCAVATIZ7I�I I N C C C -----�' ---_� o;� s�= ,�r 'az —� — EXCAVATI O I� ,�.-, ,�r�-, _„ B K l �. � ,� . - — -� _-, \ \ � � 1 � PE RIV� TDE W � � � - � • ., , -� �� _ ��: 1►.1' _ �� r � REMO'VE — PUE � TEMPORARY � � I � SURFACE WATER IMPACTS 4 0' 0' 4 0' GRAPHIC SCALE TOE PROTECTION �SEE DETAIL AM -TDE PERMA ENT SURFACE WATER IMPACTS � / i v ,' rn / � �� �E ��'� ��� �E �E �E �E �E �3f� * � �E � . .�.*.��E � �E F �� TEMPORARY ��' SURFACE WATER IMPACB� TB �'f8� / ���e- , TB � Y \ �/ f' ��- � ! /� � 1 � � PROJECT REFERENCE NO. SHEET NO. WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAYVING SHEET 29 OF 61 �' � � i ti � / Q10 = 0.5cfs �, ,*, F V10 = 0.2fps -- ---_,\ F TOE PROTECTION ` � �—��� SEE DETAIL AM �� 2G1-TYpe D SPECIAL LATERAL BASE GRAS�SSWALE w SRM SEE DETAIL Q � REMOVE �' � o�, , - \ , , �� , ��� 18" RC �— � 00 � .� --r � �- � , � �_-- � ' � '-�.,� ,�� �! -�� - � �" ��'-- ' - " — � � o �- - . � . .�; , � � � . _ �v� •. _�.�.,:._ �_ _ _ � � � `. � � �� � - ����1 � , ,� v v V � � O / � / /' �� P� E � / � �. � �.'�� %//� ,�•���� % %///� � ,� Q10 =16 Jcfs I ` � �� TEST ,� / � ,� l V10=2.Ofps I `. \\ WELL , .' , , ,�U� ` PUE P E – ---.�LJ-�– PU — _ PERMANEN� I I / SURFACE WATER IM A� DENOTES TEMPORARY ���� DENOTES MECHANIZED DENOTES IMPACTS IN FILL IN WETLAND ���� ��� CLEARING SURFACE WATER DENOTES EXCAVATION F DENOTES FILL IN DENOTES TEMPORARY IN WETLAND WETLAND IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. 1 SHEET NO. RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 10 10 0 -- 50 10 1'0 ��-�- � _�_ � � � _ � -�-�� -- , PERMIT DRAV� SHEET 30 O . T.1 8 21 I I I__ i___ I I _I _ _ _ @ I'x7 R� C, ' ITH '2 O�i I , � L FT B R L! � — _ _ , _ _ • a • I I I 38 _ _ � _ _ �� 38 � _ � � :', �_ � o _ �'o-',-Ro,��w �r' � � -- , , i� _ _i - _i ___ -_ ,_ _ I _____ _ . � R W E T 31�8.7�' I �� -- I _; ._ 10 Y - I � PRI_ PI_R _AD�/VAY � li I .1—NO(tMA�t �—i�O�A�W� _ ' ? _ � — l�f� ��E-- 3bi8 Q�I � �a _ �.� _I __ _' , I 37 � -� - - � _ - - 37 � i��` I II ' I N� T i I _ I � I � f — _Ptl Ri— — — , � —I _ ! � ! ! ! / _ � _ _I _ I�_ I� I I II II � �I , _ _ I I , - — — � _ �_ _ _ �li . � �. I i � � � i, II i . _ _ � I _ _. — :__ - :,—I ! -ri — 3 6 . ��� , � �'� 3 6 ;I_E�ISIL _ � ��D_II I I , — i I I : i EXI�TING BED _ I _ _ I_ i � � r 6.3' —1. R PO E BED I y. L: r I V�f�E =—I+f ,.-2-'-� o � � _ __ �__ I I I i i I I I -- - � - - _ . _ . . _ _. _ .-- - - _ __ - - - - - , , , , I I- - -- - - CULVERT AND STREAM � � � � � � PROFILE � � � i � � _ � SITE 8 i �i i i i i -- i � � � � � � i /ING F 61 175 M r W — W _ N w ' w N O O +- M � � Q � i � i w \ 12" CMP i2'GR � ' � � 12' Gi� , i� � � �� � 1 O i � � � � i � i � i � i J i i i , � � c �T� n � �' \ � �/ // � �il i� ioo o ioo GLI GRAPHIC SCALE � DENOTES MECHANIZEO CLEARING � DENOTES FILL IN W ETLAN D . , . PROIECT REFERENCE NO. SHEEf NO. R-2814C 14 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 32 OF 61 ra WD � � �� � � � y n _ r'— Z rn ► r� N D � 00 v + �I Z O � s s � � , .R�,« rt«�rt�,�,.� �� ,�« ��. , ` � i , i- ` � , r / R 2814C 14_ x, . � ,� 1 _ _ � ... ' \ � .� �-. J :. . I RNJ SHEET NO. � j / j ��� � . � / /� _ , \ 1 `I �� \ \ — 7 / � � � �� \ � `,1 �, , /� ROADWAY DESIGN HYDRAULICS r � /� / / —` � � � ENGINEER ENGINEER I � � I ! Z � , I � i � �� // % � � � � � � � � `� o� �� —/ � � ! o � � � � � �� � � � � � o � ti , \ � � � i � � ., � � -� � � i � � � I —�/ � ���_ /���� � � � � � � � . '¢ ` � � � ��. � � � / �� � � � l � � � � 1 �� � �� � � � , � r . r � � o � ,i-� � /� r � ; i � \ t � � �, � �so . � . � a _ � , , � � � ; � I � PERMIT DRAWING � � , 5 � r � / , I � � � - � _ � , �, , - � ; � �� , ; � �- �. , : � r� ,� � ,��� �, �� V� � -. � � S H E ET 3 3 O F 61 � ,� � .. , � I , �� , � � � �� � �, l i� � - \ • • -- ' - - - . � f � � \ i � ,� � � �_ � , �_, � / , � � - �- _� ,, > � \, � ��� � � �.; � . , — � i � / . . � � -- � �_ _ / / / / � . � � , � � 1 � . � � �� � _ l � . � � � � � � ----� , I � � � / . 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VDS, � � '',. 8 TONS I . . � .___ . .. \ / � \ ........� .. . � . �� _ . , -- . �., SPKIA'L LATERAL V GRA� SWALE --_ GEOTE%TILE 21 SV � � _ I R � SEE DETAI� D ' �\ � � \ _ � i M � � I ) _ C C � � —_— R � i � C � — _ I C � — \ _ — � �I T � . C � \ C — C C i � — — — — � i C _ _. C C — _ . _ � -- — n _ — � � �_ --- —� , W � � , - _ _ -- _ � ,,, __ � -,_ _, _ _ —__ � � � � _ _ _ , �_ ; _ _ � � � � -�- � I -- � . CLA55 B��RIP RAP � � ... . ..� . - � � I v: F ..` _. .___� ' � 3 TONS � . . . _ / e � � . , � . � - � � .GE07EXTILE= 10 SY / m � , / I �� F F F � . �� . I _ / i-�_ � � W � , ` — _� tt i � \ z W --� s I I F \ r / F i I C�: .-�_ _.. , . .� / `__. � � ... . _ _ . .._-- _--, , . - .._ � I . , �� . �— � � . � � _ . F TT Move / i � � � � � . � 0 � , - E _ — � F' _ G� tn I C� _ � -d - L ��II O � .... .. . . . ., . � 15" RCP - -. . . . . .. I � - fl - = � � � ' - I ��. 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DENOTES MECHANIZED � � �_ f (� I / ' � � r_ \� •""� � \ \ � CLEARING �, � ti„� � \ � / \ � ^ ^ � \ � ' � �/ � �/ /� � �/ � � � � �7/ �� GRAPHIC SCALE � �_.— A � -' �� � i, � (� �' .! � � � � � F DENOTES FILL IN ��� - '�_� � � � � ' WETLAND - . ... " -- -' ... : ` . � _�... . . . � � � .. � . � . l X-46 I X-48 I � r F- W W � N r w : w ° N O � O ' + _ o� ° N N Q N I J I 2 235 \ u I �� • � a a x X � � \ � DENOTES EXCAVATION IN WETLAND � DENWET ANDL IN � DURf�ACE WATERTS IN �oo a �oo- GLI � DENOTES MECHANIZED � DENOTES TEMPORARY CLEARING IMPACTS IN SURFACE WATER GRAPHIC SCALE �40 � � �,o�� �_. � �� � � �� l / �PO 1 U x PROIECT REFERENCE NO. SHEET NO. R-2814C 18 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 37 OF 61 � -I n _ r Z m I r I N � D N � W �- O O N m rn N 2 m m -� �o N Z 0 w � � � / i \ , �-.. ,/ � ..� / / .. \ .� _ . 230 % \ � \ � � � ��� � _ -� ,�\� � �. �� �� � \i� ��� , �� ��– �� � � �� ��� � � � ���� � �� ��� --- �� � � � \ — �� � — _��� � � ��\� �_� ��� � � �� � � > � - �' �� �`• � �� �� , , �� �� ���`� � �� 1 1 � � �� �� i � I � i � � / ' - i� -� � 1 �, \�— / I ��\ , � i�� \ 1\ ` ' �' � . ,, TEMPORARY � �.... � � SURFACE WpTER. IMPACTS �\ i i � /�" }\�� i `� - SPECIAL C DITCM NoRIP RAP � � �� \� . � � e2z\E DETIC�T� ' � 1 � �� ` r�, FlJ LLJ �� �. Z � N W _ W � N `" O � + � Q� _ SEE DETAIL BM . - 'U"'�i �� TOE PROTECTION F � � -� $EE DETAIL AT , _� _ / � / ``� � � / . / � / � � / /1 �� � � j� 40 , �' � �, � -/ _ _ � � /� i���, ij � �,— �� %�� j� � � J � �_; , ��' �� �/ //i� / � � �; � __. ./ , / , //� / � � �— � � J �_�, ���// s� �j _ � � �� ��%' � / �– � � � �� ,�o / � � � � � � / � � ��5 ���� � J.� �� / / / �;�, / �,� � � �� �' / �� ;,� % ; , = ,� �- � " � � ���_A � � � �,/_- -� ) ��j �' �/ �–� ' % � % � � \ \ � i � �//, � ���_� ' ���� � �%i/ � �� ��� l � � � � �0 � � , � � ,� � � , ,� { � 1 , � � / , � � , �/ / _ �. � , � � , � � _ � ' _ - -� I � � -���� � �� i � � �' � � � � � -�-� � `� � � � — - ����//�� , ��� % � � _� /�� _ —���- � � �, , ���-- . � : � � , / � �� �� � �. � m _ _ _._� . , . i , � - �55 B RIP RA"F / . ,.,/ � � . � I I � 3 TONS � / j / . � . . ' � Y"`SS B RIPxRAP . y • — �i. • , I . . % ../ GEQTEXTILE �- 10 SY ' . �� -/ . � _ � 1\ 2 TONS . , `. i / _ • Y i . � � � I n SPECIAL CUT GRASS SWALE� ..' ' `' _s ... � e � / � � 'w�e_ _..� V / GEOTEXTILE - 7° 5 � �I � �� � � / . —_----�— MLB___ .. . �. � �+ g I ✓ � ... - / 3TAADAR6 6 � SEE'DETAIL G .� - '. . . , � � � '-- - SEE DETAIL N ue J� Im I� ' • ' , . _-- �E U �, PUE � PUE PU .1. . ,PUE - � _ _ • a PUE PUE� FUE —�n-- � ....0 �, . � � � \ '� � .. .. � - ' ,. . � ... _ �, . �,- � _�=.� .��__.._._r,:-.n;� - . �� Y( ..— / '1'�~� c 1 � l� � REMOVE ,,,,J. . - - ` � _ �- i — -- - - - N ' Lvyl ' \ , I5 RCP � — —_ � � 5 IAN GRA55 S� WALE � - REMOVE I I X�x X � � � REMOVE ` 2C;1 (D) `- -,�-. — _� . _.. '.._-- . - . . . N , / -L- �I ' � �.� = ~ ! � � ` N Q f ' F F, ' : ��� IoI� c`� XI, I �— ^ — � —� W = . F� , Irl � x, 1� J� � � F ,, . I I � X I 1, MEDIAN 'V' DITCH � J (�'� � . \\ I I '. .I I �� � x SEE DETAIL 6 T . i` �"� ' . ' . MEDIAN 'V' DITCH � I ,.� 0 ... m � N ` F F . F I_ .. ' ... . � ._ ., i �.� . .. x.. SEE DETAIL B J � F ��--- — `� f C �ti`_ X t� < _ � � O I F �,. " Ps ecin�`�cur oircH \\ \ C (� 67� � — � — � C ' C / � F � � � � — — — N see oerau nu � I G I -�� � F — F �--- T � Pe N f" _ x C � 1' _ � F F T ,Y�#. - .y'.�S TA M � SPE6IAL CUTbI H � ��� � � � � * �� + j % � � SEE DETAIL AU . ; � ISF� / � X— � I I SPECIAL CUT GRASS�SWALE �'�, � � � � N ,� -, ' kX�AV TION IN� V�TLAN / STAN�ARD BASE DITCH . 1,D � � � . � I � SEE DETAIL E � / � � �TEMP ARY ' ; : � SEE �DETAIL N � , r� \ / . .. -r—� GQ �1 ISFD / � / � '!- � � / ' � � -' - - SUaFACE WATER I PACTS � '` � / 4 � � � . f / � . x .. ...� � . . . . . . . . . . . rT1 x—x— _ m � ' � ��ITE 11A � � '' l�P ��\ � �� �_ ���_ ;, , ,� ,,� , � x-x_ — _ -�— Ir c x � -� ... S BAN I �"L,IAvILIZAT �� . .. / I\ . _/ i �. \ ` . \ � � / � i . CAN � � i / .. .. r I .� X � . � � � SEE DE1jAl11 8 ION .,, � .�'"" .. . .. / �. J � ,.� :� � _ � � j - .. �• {.. _ — _. x�_ I.. . . � 2SFD . . . � ��� ` i � � \ � �. � i� x � � �- _ � � � � o��� �A� X � � X � � �,� , �� ,'�, � � �; �� , � — �����i '�, � / I � / / .m� . .. . . _ � i iSF� �AN \ . J . � ,' � / \. / � ( I l { \ \ 1 � \ / / � � \ • 1 S S . `-1'�+ 1 � � \ � ----' � S v / _— ��� � �� _� Ir ' f . , - -, � � � / �' �.�: .. ( ,.. X fl � - . HTR , �� \\ ��w�/ � J� / �/ � � _!� ! . ' S /� ' X � . / � � \ � � � � �X �� ' ` �--� "� �- -� � ^ �3 � 5' j ^ � ' ; -� `I 5 J� �—x x.-�--x�x -''/ � � �� � � �. x�x��� � � v � A� A ,� x� ��x X�� � � � �- � . . ' � � � .. .... , � _ . � � � � x� ...- .-.::_ --- � ��_ I � ' �� � �� i� � � � � � _ _ � �, _ �� e � � '-1 � � � / — � � - ��— ���- _ �� �� � - � - _ � -� � V � � � � � �� � � � �� � '� � � A `— _,�m� � � �� � � � � � � _ � x �, ��_� �� �� � r� � , — ' � � � , �;A / � _ � � � —� �� —�� / � � -- � A�' � � _ - �. — — —� =`'-`� \ �F F F � F / - - � �- .. .. , �., �� �� � � � � �� �� _ � _ �� — \ _ ' R�P H 2GI D - � � _- N 43' 43' 227' E PROJECT REFERENCE NO. SHEET NO. _ R_2814C 18_ R/W SHEET NO. ROADWAY DESIGN HYDR,4ULIC5 ENGINEER ENGINEER PERMIT DRAWING SHEET 38 OF 61 o � I � ( � � f. �., , � , 1 � � ' � � � / ��� � � r ✓ � � �, r� � ( , PiE DITCH � ' , / � I � � =E� $PECI'AL CUT GRA35, $WALE� SEE DETAIL G / � J � —1 P m PUE � _ � � r —� �� \ —C T -+— �. � �' I�-- - -- — — I — =—_=_—__—_= N � fl )>> ; _-- _� , , __ r �� � � � ���, � �� ._ . '%� �- "\ � �� � � ��� I� ��� , � - , � � _ � � - � � , .� �� � � `��� A � � ,, i � � � ✓ ', \� � � DENOTES EXCAVATION �_ �� \ � /, / � � ` IN WETLAND \� �� � � �— � � � � � \ F SURFACE WATER \—� / \� / � � DENOTES FILL IN DENOTES IMPACTS IN ' 100' 0' 100' WETLAND � � � � �� GLI•� • . . DENOTES MECHANIZED DENOTES TEMPORARY �\ \ � � �� � �---� /�_ / � /( � � ' '��'�' CLEARING � IMPACTS IN SURFACE WATER ._Jn —�a� \ ��� .. -/ I ^ ' �� �/� � / � � GRAPHIC SCALE I � � . . _. '. : ' � ���----- �, ' ��� _ _ . . . . . : �., .� `-,.,' �\ . . . . . N 0 z s S 75 � H7R �� HrR �` � 1 ' � � I � � \ � � `� \t I � x \ \ � � )� / � � m. I �x� \ \ AL WAr l5' GR •- � a(` n� ❑ I O \\ i � m �\ � ' �� �s� RCP is• aca� — — �� � — s � `% C �I I � 12'RCP� x ;( ` \ \ . / �3�C;3 1 I � Y� I 1 \\ RCP � � � �� � � � � Q I� ' ` � ISBKD \ \ 111 I � I , � ,ry ' � � I \ \ SPECIA 'V' LAT�RAL N I w I I � G 55 5 ALE � i� I �I I O , , X48� �H� \\ 5 ET �� � W I p J A I o J . � I CL B RIP RAP �' .. W ,r� I c� . I� a . \\\ 2 TONS SPECIAL LATERAL 2 � L I �\ \QQ \\� GEOTEXTILE = 10 SY �w�PSRM � _ � \ � '. SEE DETAIL A% PUE� P PUE . p1lE \"\\\ L �� PUE PUE PUE PUE 8 \ \ \\\ �F� F _ _ _ ` \ \ � � � F �o� \ C A � � � � � F _ 1 �@ _ � - - \ � RE�OVE � r "' ��. A^ CP , ` � � IS" RCP-.y N —____ - � � � � L —_:________ � —�� ����-��--��-�-� � � � � — C F � � �� W 91t7 '� o a7 F F � F � Z,o, � — — — J � I � U jI _` .p`_ c��c� 3 I p\� r� 36'VINYL ` X�� CON= � �- � c� .�� > � ,z- --- . �_ _� ,r-� � ❑ � \ tJ o \ \ � �� -� �i � \� � ��—o� — �A�� � � \ \ \ o \ ho � � � � J `�, �\ �\ � /�I � � � \ '� _ \ \ x �_ _ � � — �DENOTES IMPACTS IN SURFACE WATER �oo o- �oo GLI �DENOTES TEMPORARY IMPACTS IN SURFACE WATER GRAPHIC SCALE � REMOVE C • , . 1 ^O� S��' � 7 -� �P� � , � � \ � _ - - � � � � � � � PROJEGT REfERENCE NO. R-2814C ILW SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER PERMIT DRAWING SHEET 41 OF 61 \ \ ` � � � � �k �N— � � � <e� � �� \ � 1 � � � � � � � k � \ � � � � I ENVIRONMENTAL SITE DES�N ti � � SEE DEfAIL BX m I , I � � ,� � � � �S7b DITCH for Y �a � � � � � �EE DETAIL � lii � �2a � � � ANIL5y A@ T4Lir ION � �e � 20 TOFJS RIP RAP CL II 2' BASE DITCH '� �e �_ � 35 SY GEOTEXTI�E�� wrCLA55 6 RIP RAP _- SEE DETAILLEB � SEE DF�41L AV � �� - BZ 1� TEMPORP,RY ! SURfACE WATER IMPACI �� � � �� � � POND � � � / � � � -�' �K aM �S � i ': � �-- PUE � U .. .. — PUE � 'PUE .. � za F � C C F _� —F r � ..� .-. � - r.. � _� � � � �1- � �N -�-- TB 2GI s�i \�� _Q �__ n CL B RIP RAP �2 TONS �FALSE SUMP � � ' GEOTEXTILE -- 5 SY � ~� -► � .�' � �— �— �— � — c— �— �— / / CL B RIP RAP � � � 2 TONS 4 GEOTEXTILE - 7 SY � � � � PUE Q� PUE � � SPECIAL LATERAL V GRASS SWALE SEE DETAIL D 0Q Y7o � � � us aa z4• i — / C �YtCIAL LAItKAL V UII WITH RIP SEE DETAI LATERAL 'V' DITCH � WITH RIP RAP SEE DETAIL V f� r F� � �j N l lm / � _Ria RnP AT EMBA MENT SEE AIL BA ti� D N � �L "�f � O N m rn N m � N N Z O � s � . . �� ', . I � � I � . . . `",� �.' � � � - . � . � f � PROJECT REFERENCE NO. SHEET NO. . .. � . . . � �,, . . \ . . . �- -- � _ �. . . � _ R-2814C _ 21_ .. , 1 � I �,I ' \ � '. . \ l // �� .. . RNJ SHEET NO. u � __- -� � I I � / � � L ROAD\. AY DESIGN HYDRAULICS _� � �i � ` , ' �'�. . � � ENGINEER ENGINEFR � � __ . ..._ ; . . � \ 1 / / � 1 , \ -��`�\ � \`'1 _�I� � � � ` � � �, II'�� �'���� �/ `/!, L''\� \ � ,�oo� � \ �/-�'',�� �� � � � � � � � � ��� � °� � ��� s�s � � ��� � � � � � �� �. � _� � � � �� � � � �A � �� � ��I � � �� � � � � � ���� � � � � � �p. � � � � � � �___ � � -� � � � ' � � � � 75 � � � \\ � 2 80 , � � � , � �� . \ ��� � , � � f � ' � �� � 5 % . ) ., � `� � � � � � 1\� o � i ' –�� �i�� � PE MIT DRAWING /� i , ,� �� � ���, I I � S H E ET 42 O F 1 � � . � � ��� � /� r _ , _� �� � �� � � , �� � � �, �� � � � � ��� � � � — � — �, � .. �H7R ., � � �I � . � __-_ .-- ... — ._. _ __ . � \ � f \ \ �� � � � � � � . � � �_ � f- FyiR _ _ _ . � .- I I I � � �l .. 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S EHDETM d �� � B�- Z / .-�� �I. /' N � 1 � `�' � _ .� x �GEOTEX ILE _ '7 SY � i' � I � TEMPO l2'CONC � `'-' / � . / � � I � � J , f � � I � SU CE WAT'ER PACTS RIPJRAP ` , ' . � I I � Q � � AT EMB � yv7 'v �� . _ � - / ,�% / � T rw� �v oircH � / �� � q � � � �� �� o � 0 � � / / � �Z � ( " PUE / � / Q � / � �- WI7H KIP RAP { I � . �FE AIL B PUE �Y � -- � � � _ � � 4� � i � l ; � � �.�� �EE DETAI �i ' � � I � / � / � \� \ � � - � / SPECIAL LATERAL V / � - , �� � � ///� / / � � � � ` / �� � � / �� �3 0� � �aass swa�e — � � �/ � ��� � � � 9 � � �„' Ji i 1 � � �( \ �v . . '/ �� � ��c� ' / � SEE DETAIL D � /' I '� f ,� J � // � ( I � I / l I �`� / / / (i �' � �— / � � � / / �� � � i� i \� � � . � . 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I SHEET NO. RNJ SHEET NO. ROADWAY DE9GN HYDRAULICS ENGINEER ENGINEER 2 0 1 0 1 0 50 50 1 0 1 0 2 0 �-�-� �� � _�_ � � �- �� �_--- S A �83 7 L— , ; � ; ; , PERMIT DRAV , _ i i I_I _ I_i , .P. EL= 17. Z i � i I i_ _ SHEET 44 O �:1 �IOIIRM,I�4 O�D�j'VA SKE = 8' I i I I_ : _. _ _ _ — i _ � _ _ I 2 2 : � I PR4P—�DintAY i � . � _ --- ----- I I I _ ! ! 2:1 NORMAL TO OADW�IY ' _. _, -I�- ' '_ _ _ _ I � — . _ ' I � _ _I_ _�ISTa ROADWAY _ I I 100 � R WS I � I 15.6�' � . 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OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 50 OF 61 � -,E .,. �� �� � - ���) _ ��-�`^� � F � __- F F _ - �-- - -�� �' SOIL —� " � — — — _� _ I � ���—�����'�`��� ' —��"'�� i(� r 7 15 CSP ��----_� w/2 ELBOW� � F � _� __ _ - :� -- � � - - - - F ,, �� _ ', � ���-y�,k�i�`, �i`I lQ A � It���,y,�'AI ; �/ "� �t � �IAYI.�'� �_��'� � � _���': � i � � - - ^ " T':i�l . �Ln �� �.� �. f �I � V I���''� �. � � ��s`. '� ` '— '� � CL I RIP RAP = 15 TONS � GEOTEXTILE = 30 SY P�E ROCK CHECKS TEMPO RY SEE DETAIL BW 2��� SURFA E W ER IMPACTS S�S �� � CL I RIP RAP = 3 TONS N�� �Q T DENOTES IMPACTS IN F DENOTES FILL IN 40� O� 40� �F SURFACE WATER WETLAND GLI DEN S MECHANIZED DENOTES TEMPORARY DENOTES TEMPORARY GRAPHIC SCALE ���� ��� CLEARING IMPACTS IN SURFACE WATER F1LL IN WETLAND SHEET NO. RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 2 0 1 0 1 � 0 50 50 1 0 1 0 2 0 � � � PERMIT DRAV i i i i SHEET 51 O I � � � i � � i �� � i � i � � � i i � � � i �i � i i �_,� _ �_� _ _ i i i l __�__ -- -- — I !- ! I @ll x 1 CB , iT �,t EL .P. EL 2 5. $ -- - ---- -_, _ _ � _ � � ; ; � KE_ =a __ I I i I _ _ _ - _ _ _ _ - -- - .- I 2 _ I I IiI I I III, II _ I i __ PO.RAWYII � 2 I ' I i I"I I I ' I I _ -- - -- -- _ __ - I I II I I' _ ;_._ i I . ._ 50I Yf� V�SE �- �9.$ j I i I I I I li III II II I� il il I I I , �' I I 1 I 0 IYR �W E=I218 T_ _ '� E fSTo �3 9'X9' R BC i I 0.8 II �I II __ II �_II _I —-- I I� I T' I R; �, I I I _ I� I I�i I �� I I _ -r I� I I I �� �E I�MbV D � _ I Qn 2 I I I � I I ___ I I I ! 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J��S\ BZ TDE — ��JS j5 �\✓S �.._ JS '..� \. 345 � � DENOTES TEMPORARY GLIIMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER ri �� ,�, �� � � � �p1 / � /���1 � � y ,� � oK I � �N -r - . � 7Z� F xcE . ISFD CONC I � IX� i .. L\ 1 CAN r � I N II POOJ� —CONC J 1 ~ � � � � � \ 5 Q \ m�x �� \` ' W . f`� � � 100' 0' 100' GRAPHIC SCALE fLW SHEET NO. DWAY DESIGN HVDR4ULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 54 OF 61 � -� n _ r �Z rn ► r I C/f D W � Ui + O O N rn m N _ rn rn � N V � 0 � � s a 1 m � - ,�TD � � � � -� ^-- � � . V� � � PROJECT REFERENCE NO. SHEET NO. � � � � � _ � �. . ��� �� �--_ er _-� r.�€— ^ , i � _- ��_ � � _ R-2814C- 2_6_ i 1 'C. `�-- _ � � �- -✓ __ i� w�v sHeer No. _ :z _ _ +� �', i . �-.-`�\ JS..J, _� �_�� - ^ ____ ___, rD__- __-. 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D=1 Ft. T f Liner- PSRM Mox. d=1 Ft. ype o -L- STA. 33+12 TO STA. 35+62 RT MEDIA�N YV`DITCH (No�ro Scole� SFo;lder Sho tlder q ro„ q Qo� \ �et -L- STA. 34+00 TO STA. 36+00 M -L- STA. 37+00 TO STA. 37+50 M -l- S7A. 38+50 TO STA. 40+00 M -L- STA.45+50 TO STA. 48+00 M -L- STA. 49 -h 00 TO STA. 49 h 40 M -L- STA. 50+50 TO STA. 55+50 M -L- STA. 70+00 TO STA. 70+50 M -L- STA. 76+57 TO STA. 77+00 M -L- STA. 89+95 TO STA.92+00 M -L- STA. 94+60 TO STA. 96+50 M -L- STA. 123+00 TO STA. 127+00 M -L- STA. 135+00 TO STA.137+65 M -L- STA.137+77 TO STA.141+50 M -L- STA. 152+50 TO STA. 156+50 M -L- STA. 236 � 10 TO STA. 243 i� 00 M -L- STA.261+10 TO STA.262+00 M DETAIL G SPECIAL GUT GRP,55 SWALE ( Notto Scale� DETAIL H Not�rd y_, STANDARD 'V' DITCH Y.� FROM � Nai �a 5<ale� Ground ,�,��' p 1�` DITCH S��PE 1 �a�� Min. D-1.0 Ft. �� p -L- STA. 47+62 TO $TA. d9+00 LT. 6 2 Min. D 1 F. -L- STA. 66+00 TO STA. 67-50 RT 4 4 -L- STA. 71+50 TO STA. 76+00 RT 4 4 6 -L- STA. 54+50 LT, L=126', 5=0.55%, DDE=105 CY -L- STA. 76+40 TO STA. 77+37 LT 4 4 -L- STA. 79+00 70 STA. 80+50 LT 6 4 -L- STA. 86+50 TO STA. 87+00 RT 6 6 -L- STA. 720-00 TO STA. 120+89.3 LT. 4 z -YS- STA. 12+10 TO STA. 13+55 RT. 4 Z -YS- STA. 12+15 TO STA. 13+56 LT. -L- STA. 128+50 TO STA. 129+50 LT. 6-4 42 -L- STA. 126+63 TO STA. 128+50 LT 6 4 -L- STA. 135+00 TO STA. 136+50 LT 3-3.66 3 -L- STA. 153+50 TO STA. 155+30 RT 6 4 -L- STA. 145+00 RT TO -Y6- STA. 32+00 LT 4 2 -L- STA. 159+50 TO STA. 162+50 RT 6 4 -L- STA. 161+63 TO STA. 162+85 LT b 4 -L- STA. 169+68 TO STA. 173+00 RT 6 4 -L- STA. 202+50 TO STA.205+50 LT 6 4 -L- $TA. 212+00 TO $TA 214+55 LT 6 6 -L- S7A. 233+60 TO STA. 235+65 LT 6 4 -L- STA. 240+00 TO STA. 246+00 LT 6 4 Ep TAIL N STANDARD BASE DITCH � No� io Scale� ro�� . D .� ro�� Min. D=2Ft. B B=See Table -L- STA. 76+57 RT, 1=24', 5=1.0% DDE=0.5C.Y. -L- STA. 126+51 RT, L=88', 5=0.43% DDE-12CY -L- STA. 128 � 50 Ri, L=20', 5=1.33% DDE=3CY -L- STA. 161+69 RT, L=100', s=0.3%, DDE=35CY -L- STA. 232+73 RT, L=50', 5=1.0%, DDE=25CY -L- STA 312+57 R7, L=26', s=0.3%, DDE=2CY -L- STA. 357+55 LT, L=62', s=0.27%, DDE=Scy -Yll- STA 16+12 RT, L=72's=0.42%, DDE=26 CY -L- STA. 240+00 LT, �=40', 5=0.7%, DDE=25CY DETAIL T SPECIAL LATERAL BASE GRP.55 SWALE �No�b Scole) ro�n p A DiKh H���e( Slapc e Min. D-2.0 k. B=4.0 Ft. -L- STA. 89+95 TO STA. 93+37 LT -L- STA. 774 �-50 TO STA. 176+20 LT DETAIL AA SPECIAL IATERAL 'V' GRA55 SWALE RSRM � Nof to Scale) Naoun�� 3� 3, FILL d SLOPE Min. D=1.0 Ff. Type ofLiner= PSRM Mox.d=1.0 Ft. -L- STA. 200+50 TO STA. 202+00 RT -L- STA. 189+57 TO STA. 193+50 RT DETAIL O RO K Fl�POND �No�fo scale� Proposed � Existing�� i Elev.-366.8 Earth Fill � s.o�' � CL II Rip Rap Fill rp, N.w.s. 2' TO B¢tffi Elev.-365.8 3' /� 2 -L- STA. 82+50 TO STA. 85+40 LT. 2' 2' 2' 2' 2' 2' DETAIL U SPECIAL CUT G�WALE WA'SRM � Na+o Smle) h rou� 2 FroM � F �6( SDlope d 6'� Min. D=1.5 Ff. Max. d=7.0 Ff. Type ofLiner- PSRM -L- STA. 100+00 TO STA. 102+76 RT. -L- STA. 114+50 TO STA.115+50 RT. -L- STA.112+50 TO STA.114+50 LT. -L- STA. 124+50 TO STA. 126+63 LT. DETAIL AH FALSE CUT GRASS SWALE N.G/f.B. IHona s<ai�l ��,P �••� F� � �� Fill .� ;� �'� Slope Exist. Ditch Bed W - 5' Min. X -L- STA. 136+50 TO STA.136+90 LT 4 -L- STA. 178+50 TO STA. 181.50 RT Z DETAIL AB LATERAL'V' GRASS SWALE (Not�o Scole� Fill ro�� p �"h�. Siope Min. D=1 Ff. b=SFt. -L- STA. 110+72 TO STA. 171+50 LT. DETAIL AI ROADWAY CUT DITCH wNSRM � Nauo s�oiel ,o�� � � o�n�, d � Slope 6'� Min. D=1.5 F. Type of Liner=P$RM Max d=7.5 F1. -L- STA. 744+50 TO STA. 148+50 LT -L- STA. 145+00 TO STA. 146+50 RT DETAIL C SPECIAL L4TER4L 'V' GRASS SWALE RSRM �Notto Scale) Nai�ral roun 4�1 d� �( FILL d SLOPE Min. D-1.0 F1. Type of Liner- PSftM Mox. d=1.0 Ft. -L- STA. 43 I� 00 TO STA. 45 I 34 RT. -L- STA. 104+00 TO STA.105+00 RT. -L- $TA.111+50 TO STA.112+50 LT. -L- STA. 185+50 TO STA. 189+17 RT -L- STA. 185+20 TO STA. 189+40 LT DETAIL I STANDARD BASE DITCH �H ��o s�oie) ,o�� p .o�� B Min. D=7 Ft. Mox. d=1 Ff. �when B is <: 6.0' 8=4 F. r�nrH- i��ry DETAIL P SPECIAL LATERAL BASE DITCH ( Nol ro Scole) Fill .w� 7.� D F�° e� sbra B Min. D =1 Ft. Mox. d-1 Ft. ,,..o,.�i�..e.- ccane 8-4F. DETAIL V LATERAL 'V' DITCH (Nolro Scale� Fill 'o�^ d D ��h�� Slope Gro�crtilc Min. D=1.0 Ft. Max.d=1.0 Ft. T e of Liner- CL I Ri -Ra 6=5 Ft. -L- STA. 101+50 TO STA.103+00 LT -L- STA.111+60 TO STA.112+50 RT. -L- STA. 282 �I� 50 TO STA. 283 + 85 RT LATERAL BASE GRASS SWALE WiPSRM �rv rm 5mie� Fill rou� D ��'F�' Siope B Min.D=1 Ft. Max. d=1 it. 8=2 Ft. Type ofLiner= PSRM 6-5 Ft. -L- STA llfl+flfl Tn STA llfl+�l IT DETAIL D SPECIAL L4TERAl 'V' GRASS SWALE ( Not to Smle) Naturol y y', FIIL Gro�nd '� p SLOPE Min. D=SEE TABLE X Y D -L- STA. 45+34 TO STA. 47+50 RT 3-6 4 1 -L- STA. 52+00 TO STA. 54-98 RT 4 4 1 -L- STA. 61+50 TO STA. 66-50 LT 4 4 1 -L- STA. 61+50 TO STA. 63+50 RT 6 4 1 -L- STA. 76+57 TO STA. 77+50 RT 4 6 7 -L- STA. 779+84 TO STA. 185+20 LT 6 4 2 -L- STA. 175-20 TO SiA. 1�8+50 RT 6 4 1.5 -L- STA.181+50 TO STA.162-50 RT 6 4 �,5 -L- STA. 799+03 TO STA 202+00 LT 3 3 l.p -L- STA. 199'-11 TO STA. 200+50 RT 3 3 1.0 -L- STA. 205+50 TO STA. 208+50 LT 4 4 1.0 -L- STA. 277+00 TO STA. 278+25 LT 4-6 4 1.7 -L- STA. 276+50 TO STA.282+50 RT. 3-6 3-6 1.0 DETAIL J TOE PROTECTION ( Noi fo Scale) oA Notural ti', SI�Q Ga�nd b d d=2 ft. b�-4 ft. Geotex�ile Type o4Liner= CL B Rip-Rop -L- STA. 55+50 TO STA.56+23 RT. -L- STA 58 I 38 TO STA 59 �I� 07 RT. -L- STA. 136+00 TO STA. 137+64 LT. -L- STA.138+01 TO STA. 139+72 LT. -L- STA. 134+75 TO STA. 136+40 RT. -L- STA. 136 i- 76 TO STA. 137 I 50 RT. -Y6- STA 21+26 TO STA 21+87 LT. -Yb- STA. 22+76 TO STA. 22+56 LT. -Y6- STA. 31+00 TO STA. 32+35 RT. DETAIL E SPECIAL UC T�5 SWALE �Noreo Scole� ide ����0�o�n� � �\tl��e� �I�Pc � ba� {- Min.D=1.5 F}. -L- STA. 47+50 TO STA. 50+00 RT -l- STA. 50+42 TO STA. 52+00 RT -L-STA.50+00 TO STA.54'-50 LT. -L- $TA 57+00 TO $TA. 58'-90 LT. -L- STA. 88+50 TO STA. 89+95 LT. -L- STA. 89+00 TO STA. 91+00 RT. -L- STA. 92+00 TO STA. 94+50 RT. -L- STA. 95+00 70 STA. 97+50 RT. -L- STA. 121+50 TO STA. 124+19 RT. -L- STA.129+50 TO STA.135+00 LT. -L- STA. 740+00 TO STA. 142+50 RT -L- STA. 754+05 TO STA. 158+75 LT -L- STA. 152+00 TO STA. 153+50 LT -L- STA. 163+40 TO STA. 767+25 LT -L- STA.158+95 TO S7A. 167+63 LT -L- STA. 195+50 TO STA. 199+03 LT -L- STA 223+00 TO STA.227+00 RT -L- STA. 223+50 TO STA. 228+00 LT -L- STA. 235+60 TO STA. 238+50 RT DETAIL K SP�IA�Oi�SITCH � No� ro Scole) Sh Id r .o�� ; � . Di�ch � F� �e Slope 6.a' F- Min. D=1.5 Ft. -L- STA 68+87 TO STA. 69+50 LT -L- STA 73+50 TO STA. 74+00 LT -L- STA.129+50 TO STA.731+50 RT -L- STA.270-50 TO STA.213+00 RT -L- STA.218+50 TO STA.223+00 LT -L- STA 248+20 TO STA 252+50 RT DETAIL F SPECIAL LATERAL 'V' �ITCH ( Nat 10 Swle� Natural 4 b,p(� fILL Groun '� p SLOPE Min. D=1.0 Fi. X Y -L- STA. 58+90 TO STA. 61+00 LT. 4 4 -L- STA. 322+90 TO STA. 324+25 RT 4 4 -L- STA.371+30 TO STA.372+00 RT. 4 4 -Y7- STA. 17-00 TO STA. 18-50 RT 4 4 -L- STA. 25�+00 TO STA. 265+00 RT 4 4 -L- STA. 259+50 TO STA. 263+00 LT 6 4 -L- STA. 266+00 TO STA 267+00 LT 4-6 3� -L- STA. 289+50 TO STA. 290+50 RT 3-6 3 DETAIL L STANDARD 'V' GRASS SWALE (No�to S�ule) ,o�� 1 ,o�� D Min. D �� I Ft. -L- $TA. 67+00 RT, L=84', 5=0.75%, DDE=31CY -L- STA. 70+50 RT, L=30', 5=0.3%, DDE=2CY -L- STA. 295+50 RT, 1-77', 5-2.47%, DDE-70CY DETAIL Q DETAIL R SPECIAL LATERAL BASE GRASS SWALE wrPSRM SPECIAL CUT GRA55 SWALE WNSRM �Hor�o s�ale� ( Not to Scole) F.om rou� a.� p F\n e< on�n � Front B Slone d . p �� t�e� DifcP Min. D=SEE TABLE Slo Max. d=SEE TABLE Min. D=SEE TABLE 6=5EE TABLE Mox. d=SEE TABLE Type of Liner- PSRM % Y D d e of Liner= PSRM 6 D d -�- STA. 83+50 TO STA. 85+64 RT. 6 6 1 1 -L- STA. 74+00 TO STA. 76+40 LT. 4 4 1 1 -L- STA. 86-42 TO STA. 87+50 LT 4 1 7 -L- STA.175+00 TO STA. 715+50 LT. 3-6 3-6 1 1 -L- STA. 168+50 TO STA. 169+00 RT 2 � � -L- STA. 128+50 TO STA. 129+50 RT. 4 4 1 1 -L- STA.776+20 TO STA.179+64 LT 2 1.5 1.5 -Yb- STA.181��50 TO STA.20���40 RT 3 3 1.2 7.2 -Vb- STA.20+00 TO STA.21+10 LT 4 2 1 1 -Yb- STA.22-85 TO STA. 23+50 LT 3 3 1.2 72 -Y6- STA.23-50 TO STA.24+90 LT 4 2 1.2 7.2 -L- STA. 140+15 TO STA. 742-00 LT 2-4 4 1 1 -L- STA. 133+00 TO STA. 134+75 RT 6-2 4 1.5 7.5 -L- STA. 137 �i- 25 TO STA. 138 i� 50 RT 2-6 4 1 1 DETAIL W LATERAL 'V' DITCH � Nol lo Scvle� �, F'ill .o�n tl p slope Geotex�ilc Min. D-1 F5. Max.d=1 Ft. T e of Liner- 8 Ri -Ro 6=5Ft. -l- STA. 105+00 TO STA.105+50 RT. -l- STA. 167+25 TO STA.167+95 LT DETAIL AD SPECIAL LATERAL 'V' DITCH ( Nol ro Scalv) Fill b. Slope roun d p ���e �eo�ex�iie Min. D-1 Ft. Typc of Lincr= CL I R'i�Rop Maz. d-1 Ft. -L- STA. 112+50 TO STA. 113+50 RT. DETAIL A1 SPECIAL L4TERAL 'V' DIiCH iRIP RAP � Nm m s�aie� s�oaa rou� d D Groi�xtile Min.D--1.0 Ft. Type of Liner= Closs B Rip Rap Mox. d-1.0 Ft. -L- $TA.155-30 TO STA. 156+00 Ri -L- STA. 228+00 TO STA. 229+60 LT -L- STA.227-00 TO STA. 228+20 RT -L- STA.254'-00 TO STA 257+00 RT -L- STA.255���00 TO STA.259+50 LT DETAIL X LATERAL 'V' GRA55 SWALE �Noflo Smle� Grou� p ' �"rFt Sope d Min. D=1 Ft. Mox.d=1 Ft. 6=5F1. Ty e ofLiner�- PSRM -L- $TA. 103+00 TO $TA. 103+84 LT. -L- STA. 105+50 TO STA.107+50 RT. -L- STA.111+10 TO STA.171+60 RT. DETAIL AE SPECIAL NT DITCH WRSRM (No��o Scole� � rrom Y.� � sioo raun p d Min. D=1 Ft. Type of Liner= PSRM Max d-1 F�. =Y -Y4- STA.22+50 TO -l- STA.122+50 LT. 4 z -L- STA. 142 �I� 50 TO -Y6- STA. 27 i� 00 RT. 4 2 -Yb- STA.18+25 TO -Yb- STA.19+50 LT. 3 3 -L- S7A. 223+00 TO -L- S7A. 223+50 L7 3 3 -�- STA. 251+00 TO -L- STA.255+00 LT 6 4 -L- STA. 252+50 TO -L- STA 254+00 RT 6 4 DETAIL AK STANDARD BAS�55 SWALE �No��o Scnk� � .i ,o�� � .o�� D Min. D= 1.0 Ft. g B= d.0 Ft. -L- STA. 155+30 RT, L=97', s=0.003FTh7, DDE=135CY -l- STA. 216+75 RT, L=50', s=0.004FbFT, DDE=30CY DETAIL AL STANDARD BASE DITCH i No� m s�ai�� roun p � .oun �eo�exnle Min.D=0.0 F. Mox.d=1A Ft. 8=2A Ft. CL If K�p-Kap= :54ton5, (ieotextile= Ytlsy DETAIL Y LATERAL 'V' DITCH � Nol fo Scalv� Fill raun d p� 1"/rt. Slope Gcolcrfile Min. D=1 Ff. Max. d=1 it. T e of Liner- 11 Ri -Ra 6=5Ft. -L- STA. 107+50 TO STA. 107+60 RT. DETAIL AF STANDARD BASE DITCH wiPSRM � Na� �a Scole� ro�� p �� �o�� Min. D=1 Fi. Max.d-1 Ft. 'When 8 is �. fi.0' g-� F�� T e of Liner= PSRM -L- STA. 726 ��-63 LT, L=30', 5=374"/o DDE=3 CY PSRM= 20sy DETAIL AM TOE PROTECTION 1 rvo� �o scolel �Aour�io`����� siorE F ca d GEOTE%iRE d=1.0 Ft. Type of Liner= Closs B Rip-Rap RhV SHEEf NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER DO NOT U8B Pq CON5fRVC7'ION PERMIT DRAWING SHEET 57 OF 61 DETAIL M SPECIAL CUT DITCH WiPSRM �No��a Scole� roun 1 fraM D o e< UB�n d Slope 6.0' Min. D-1.5 Ff. Mox. d=1.0 Fr. Type of Liner= PSRM -L- STA. 67+50 TO STA. 68+87 LT. -L- $TA.146+50 TO STA.146+50 RT -L- STA.191+50 TO STA. 193+00 LT -L- STA.213+00 TO STA. 275+30 RT DETAIL S SPECIAL CUT GRA55 SWALE ( Not to 5cale) Natural Z, a'� Fi�� Gro�n � p SLOPE Min. D=7.0 Ft. -Y3-STA.10+68 TO STA.11+00 LT -Y3- STA. I1+50 TO STA. 13+00 LT DETAIL AG $TANDARD 'V' DITCH �rv ��o Smle) .oun G o�e.u�e � Min. D=1 Ft. T e ofLiner- B R'i -Ro Max.d=1 Ft. -L- STA. 129+50 LT, L-60', 5-6.0%, DDE-25 CY CI B Ri�Rap= 211ons, Geotextile= 63sy -Yb- STA 22+00 RT, L-16', 5-6.25%, DDE-O.SCY CL B Rip-Rop= bfons, Geofeztile= 16sy S � DETAIL AN DETAIL AO DETAIL AP DETAIL AQ DETAIL AR MEDIAN GRASS SWALE w?SRM SPECIAL LATERAL 'V' GRA55 SWALE SPECIAL LATERAL 'V' DITCH wrRIP RAP MEDIAN GRASS SWALE ROCK PLATING IN POND Sho�Ider 1 No� to S�alel SFo�lde� I N�e m s�ole� Shoulder 1 Not �0 5�ole� � No� ro S�ale� � Nor+o Swie� : ° pD'^ No u.o rvo uro Sho�lder sno�ldor sno�ld�r Proposed in� Fai r d 6f\O�le� Groun i Gro�nd ; in� FA.� o� Poin� L � Po 'e � o' Fro�� � o< Fro�� ory�°' AF� ris� Exisfing �� Elev.=413.95' PSPJA fi=1.0 F7. � 4.� p QF��e( �IoPe d 9.� p pF��e� S�IOPe 8.0% 5.0' T of Liner= PSRM nn;�. o=t.o F�. Eanh fill �� i.o� � ws. YPe ba � Min. D=1.0 Ft. b.o� -L- STA.185+30 TO STA.189+77 MED �`o"`���` Max. d=1.0 F�. -L- STA.797+00 TO STA. 201+50 MED Rock PlaHing ' 2.0� Eie�.=ats.95' -L- STA.189+57 TO STA.193+00 MED -�- STA.189+40 TO STA.190+00 LT iype ofLiner- Class B R��Rap -L- STA.204�i 00 TO STA.207+00 MED Closs II Rip Rop -L- STA. 102+00 TO STA.106+50 MED -L- STA. 190+00 TO STA.191+50 LT -L- STA.224+50 TO STA. 230+05 MED -L- STA 205+50 RT. -L- -L- $TA 230+40 TO $TA 235+60 MED DETAIL AT pETAIL AU DETAII AV DETAIL AW DETAIL AX TOE PROTECTION SPECIAL CUT DRCH MEDIAN V DITCH RSRM SPECIAL L4TERAL FAlSE NT DITCH SPECIAL LATERAL 'V' DITCH � Nat lo Scole� O e� ( Not io Smle) � Not �o Smle) � No� �o Smle� � No� �o Smle) \ Shoulder SFoulder � S�oPe �m Y.� D '�,'� eoi�i Fai Na��ral �� F�� Nafu�nl a �., Fiu F'��� H Gro�nd d Ground ,�,���� p t�`�a SLOPE ps�m � BER,n �� A'` o� ` Siopc Graund 7.� F�o��e� Slape PSRM D=1.0 FT. No�urol3' �:J F��e d � d=1.0 F. Gro�n � Min. D=1.0 F. � �Y Min. D= 1F. Min. D-1 Fi. -L- STA. 251 i� 50 TO STA. 256 �I-00 MED 6 6 Max. d=1 Ft. Type oftt�e�= rswv, -L- STA.231+50 TO STA.234+00 RT b -L- STA.257+50 TO STA.261+10 MED 4-6 4-6 type ofime.= esxnn -L- STA. 229+70 TO STA.231+80 LT -L- STA. 245+37 TO STA.247+50 RT b -L- STA. 265+00 TO STA.266+OOLT -L- STA.248+50 TO STA. 251+00 LT 6 -L- STA. 278+25 TO STA. 279+50 LT -Yll- STA.14+00 TO STA.15+70 LT 4-6 DETAIL BA RIP RAP AT EMBANKMENT ( No� �o s�aie� �0'min. Difch � 5'min. �_5� Grode GEOTEXTILE Type of Liner= SEE BELOW -L- STA. 107+60 RT, CL I RIP-RAP=I2TON5, GEOTE%TILE=21SY -L- STA. 283+90 RT, CL I RIP-RAP=9TON5, GEOTEXTILE=205Y -L- STA. 310+61 RT., Cl I RIP-RAP=2TON5, GEOTEXTILE=2SY -L- STA. 314-85 LT., CL 1 RIP-RAP=24TON5, GEOTE%TILE=465Y DETAIL BH STANDARD BASE DITCH � N � �0 5<ole� �rel Ha��rol Groun d J� D �y�� Ground Gco�exrilc g Min. D=1 ft. Mox. d=Top of Oiich 'when B iz < 6.0' 8- 4 F. Type of liner= I Rip-Rap -L- STA. 305+75 TO STA. 306+00 LT L= 40', s= 0.2876, DDE = 27ry CL I Rip-Rap=30fons, Geotexfile=65sy DETAIL BO LATERAL BASE DITCH (Not�o Scale� b N��urol �- Fill 2. Groun I p �"h�- 5lope d Georexrae g Min. D=7 F. Max. d=1 Ft. ^whe� a i: .. a o B= 2 F. Type of Liner- I Rip-Rap b= 5 F. DETAIL BV SPECIAL BACK OF CURB CUT DITCH, TYPICAL 'B' �NOT TO SCALE) �NATURAL jQ' GROUND ",� �T � � _ -L- STA. 375+60 TO STA 377+60 RT. (No Diich Profile) DETAIL FALSE SUMP �No�ta Scalel SEE Elevotion BELOW Outside Ditch r,a��`o.� 2o:t .-s- S=Ditch Slope � Proposed Ditch DETAIL �� FALSE SUMP ;�o ( Not ro Scale) Oufside Ditch 7mffic Flow �� � � z, � GI �- 5 - ¢iC. S=Difch Slope � Proposed Difch DETAII BB LATERAL BASE DITCH �Nor�o s�oie� I � � Naturol Ground 3:l p 3'� 1'iFt. Fill 51ope � e I Min. �= 1 F. I�•,� B= 3 Ft. 6= 5 Ft. -L- STA.292+75 TO STA. 293+50 RT DETAIL BI L4TERAL BASE GRP.55 SWALE ( Nof to Smle� �Nal�ral FItL Ground 3.� p 3�� �����, SLOPE � � � Min.D= 1Ff. I.".J 8- 2Ft. 6= SFt. -L- STA. 305 I-00 TO STA. 305 i.50 RT -L- STA. 306+50 TO STA. 307+50 RT DETAIL BP BERM DITCH ( Nal lo Scalc� �� �F N 5.0' S.o' V io.��l DJ ceo�e.ne d D= 1F. Type of Liner- CL I RIP RAP d= 1 Ft. -L- STA. 309+50 TO STA. 314+00 LT -L- STA. 324+25 TO STA. 328+50 RT -L- STA. 337+15 TO STA. 337+50 RT DETAIL BW TRAPEZOIDAL SWALE wrROCK CHECK DAM ( Nol lo Scale� DETAIL BC STANDARD 'V' DITCH � No� ro Scale� Natural � N f�rol Groun 3,� ,�.� Ground 0 Min. D-1 Ft. -YS- STA. 13+15 RT., 18'@1.0%, DDE =1 CY -L- STA.115�I�00 LT, L=48', 5=7.52%, DDE=S CY DETAIL BJ LATERAL BASE DITCH ( na� �e s�aie� Nae�,oi b F'�n � �� D , ���" Slope GEo�E�tlE B Min. D= 125F1. Max.d= 1.25Ft. 'wl�en s �z � 6.0' B= 2Ff. Type of Liner= CL I Rip-Rap 6= SFt. -L- STA. 305+50 TO STA. 306+50 RT -L- STA. 307+50 TO STA. 308+60 RT DETAIL BQ BERM DITCH �Noflo Scole� z Or �E N 5.0' S.0' V a' too'v.C.?� �� d 0= 1 F�. d= 1 Ft. -L- STA. 321+50 TO STA.322+50 RT -L- STA. 337+50 TO STA. 338+75 RT -L- STA. 339+35 TO STA. 343+00 RT WATER QUALITY 6" OF FREEBOARD ROCK CHECN NATUftAL GROUND LINE FLOW-� ... lO.YR.STORAI � _ ELEVATION BASE Oi SWALE TUCK lIPSTREAM��15' GEOTEX 15" R�P'� C1A55 B RIP-RAP 1'OF #5) STONE GEOTEXTILE 8' PROFILE 6" OF CW55 B RIP-RAP FREEBOARD 10-YR STORM EVENT NATURAL GROUND I� �.1._ \ �R F��ER ,.o ' EST CL B RIP RAP- 4 TONS ��� �o IS' FST d5J STONE- 2 TON$ t� EST GEOTE%TILE= 25 SY TYPICAL SECTION Nores: 1) DO NOT USE INSIDE CLEAR REGOVERY AREA. 2) NOT PMCTICAL TO USE ON SLOPES > 5%. 3) FOR PERMANENT STRUCTURES IN GRA55 SWALE. d) CHECK DAMS SHOULD BE SPACED SUCH THAT THE BASE OF THE UPSTREAM CHECK IS AT THE SAME ELEVAiION AS THE TOP OF THE DOWNSTREPnn CHECK. -L- STA.315+08 TO STA.316+85 RT DETAIL BD SPECIAL CUT BASE GRASS SWALE (Norfo Smle) No�fu�al Frant D A �o«e� Difch F Slope u Min. D= 1Ft. B= 2Ft. -L- STA.291+00 TO STA.293-00 LT DETAIL BK STANDARD BASE DITCH � N f �0 5<ale� NoNrol NoNrol Ground 3�� Ground d D Georenlie g Min. D= OFf. Max.d= 1Ft. •wnen B h< 6.0' B- 2F. T e of Liner- CL I Ri Ra -L- STA. 310+6o RT, L=60's=0.20FTiFT, DDE=35CY CL I Rip-Rop-481ons, Geotextile=93ry -L- STA 3061� 65 LT, L=40', s=0.11FTiFT, DDE=20CY CL I Rip-Rop�-32tons, Geotexfile=62sy DETAIL BR STANDARD BASE DITCH � N � �o Smla7 No�ural Nu��rol Groun :l D .�.� Gro��n � d cea�ex�ile 8 Min. �= 1F1. Mox. d= 1Ft. 'wFen e is . 60' 6= 2Ft. T e of Liner= CL I Ri Ro AT -L- STA. 344+20 LT, L=51', DDE=Bcy CL IRip-Rap=31 rons Gemezfile=70sy Slope: From Pipe End, 16' �i 0.0375 fEft, Then 35' @ 0.0 Wft to Pond DETAIL FALSE SUMP ( Not to 5<ale) Med�an D�tch 9 -.� 2 �.- �see enon aemw� , zo� --{ GI t 5 - ef�. S=Ditch Slope 4 Proposed Ditch DETAIL = ^ FALSE SUMP F F �No��oScale� � Ootside Ditch Iz a.� Traffi<Flow ,�.� 209 '1 �� ,-s- e� S=Ditch Slope � Proposed Diich DETAII BE TOE PROTECTION � No� ro s<ale� OQ' GROUNo 1��EA b F � d d=1Ft w!! 1 Slope d=0.75F1.w/4�.151ope siore 6= 1Ft. Typc of Liner- PSRM DETAIL AS STANDARD BASE DITCH �Ha�m s�oie� E%ISTIN Gatural BERM 7�� ,l�\ round .ov or 1.0 D 1.0' �Georexlile g Min. �=1.0 F. B=2.0 Ft. = 85sy DETAIL AY STANDARD BASE DITCH ( No� �o S�ale� NaNral Nor�ral Ground ?�� ,1� Ground d � G�o��.61� g Min. D- 2F. Max.d- 2Ft. 'wne� B'�: < 6.0' B- 2Ft. Type of Linar= B ftip-Rap -L- STA 279+60 LT, L=4T, s=0.049fNt, DOE=9cy C� B Rip-Rap=32fons, Geote#i1e=83sy DETAIL BF SPECIAL BACK OF CURB NT DITCH (NOT TO SCALE) � �� - 3,7 � � � -L- STA. 296+75 TO STA.296+70 LT ILW SHEET NO. ROADWAY DESIGN HYDRAULIC ENGINEER ENGINEER SHEET 5$ OF 61 DETAIL AZ STANDARD BASE DITCH for SPILLWAY (Not�a Scale� ��o��a ?.� 1.� c,o��a d � Gao�e.me B Min. D= 1.SFt. I DDE= 88 CY Max. d= 1.SFt. I Rip Rap- 710 Tons g= ION. IGeotex= 180 SY Slope: Begin atToe of 41' @ 0.08 f4ff 23' @ 018 fGN SPECIAL LATERAL BASE GRASS SWALE wRSRM �No��o Scole) No���oi Ground 3.� D �;o�ye� Slope d B Min. D�- 1Fi. Max. d= 1F1. B= 2Ft. -L- STA. 305+50 TO STA. 305+75 LT DETAIL BL DETAIL BM DETAIL BN LATERP.� GRA55 SWALE W/EARTH BERM BANK STABILIZATION SPECIAL LATERAL BASE GRA55 SWALE ( Naf to Scale� � No� �a s�oie� � Not to Scale) FILL 5 6 G�aund iop of Bonk SLOPE � � Notural Nat�ral � o� Fill NATURAL 3_ 3'� �%+ Ground � Gro�nd p F�o�te� Slope GROUND � � BERM! Geofe�ile Geotextile � � � � 1� �-=� Min. D= SEE TABLE B=2F}. �e• Irval B= 2Ft. Min. D=1Ft. 6=5Ff. � B� e=see rna � �E -L- STA.307+00 TO $TA. 308+50 LT 1 -L- STA. 309+50 TO STA. 310-50 RT _L- STA. 229+64 LT, 13 Tons CL I Rip Rap, 325Y Geofextile, DDE=13CY, 0=4' -L- STA. 343+50 TO STA. 344+65 RT 1.7 -L- STA.229+39 RT, 12 Tons CL I Rip Rap, 27SY Geofexiile, DDE=BCY, B=4' -L- STA. 345+00 TO STA. 348+00 RT 1.7 -L- STA. 306+60 LT, 14 Tons CL I Rip Rap, 32SY Geotextile, ODE=14CY, B=4' -L- STA. 308+82 RT, 7 Tons CL I Rip Rup, 25SY Geofextile, DDE=2dCY, B=4' -L- STA. 64+47 RT, 7 Tons CL I Rip Rap, 77SY Geofe#ile, DDE=20CY, B=4' DETAIL BS DETAII BT DETAII BU SPECIAL LATERAL BASE DIiCH S7ANDARD BASE DITCH SPECIAL BACK OF CURB CUT DITCH, TYPICAL 'A' ( Naf fo Scole� � Nat lo Smle� �NOT TO SCALE� - �a��.a� �Ar��� - r_ Naturol Gro�n raun �GR=UND � 4� Gro�n 4:� `�¢� pe 2'� D �'` � d � F�� 3 7 A'� �� Min.D= 1Ff. � GeomaH� B B= 2Fl. Min. D=1Ft. Mox. d=1Fr. -L- STA.373+50 LT., L=65', s=0.15%, ODE=15cy _�_ 57q 372+50 TO STA.375+50 RT. B= 2F1. (No �itch Profile) Type of Liner= CL B Rip-Rap -L- STA. 343+00 TO STA.343+50 RT -L- STA. 344+65 TO STA.345+00 RT ��a � ��� Ill�lt/ � � � SEE DET? TANDARD BASE DI7 � � 284+31 \ � � � L1� �a + � 5' R�dius� �j � � I � �� �� +�� � � \3:�1�SLOP �TYP� � � _ -_ _- _ 1 S" � O i c� i o (1 U W �� � � ' DETAIL BX � � � �,� � � � � � � ENVIRONMENTAL SITE DESIGN /����� � � � �Nor To sca�e� ��� ��� � � �� � AZ for SP �LWAY � � � � �� ��� / � � � � � � l � � "i27�8 V � eIA _/ �� � � � �i i.� L � l ✓�� �� � � � � � 's�� = _ -� ,.��� � � /�//� � � � � � �3ja /2�+43 �� � �" ��'� ��- / \ � F� O �3�2r � \�� . �� 284+58���� � � ��� � � � \ \ � - _ �% � � ��2ga+ �i � > � � �_ � ��� � � � / \ e � � ���-- �/ =_ � �s~ � � � � /� � � � � � � �,E%/i/ -- � V� F ��I � + I ��� :P V / �� ��Ir i �C ; rd �i 1 � `� � �c 0 N �.��- i i i-c r� -L- $TA.284+50 LT WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 55+75 RT 36" RCP 0.04 < 0.01 1 A -L- 55+75 LT 36" RCP 0.03 2 -L- 58+80 RT 24" RCP 0.04 0.01 3 -L- 67+45 LT Pond 0.28 3 -L- 67+45 RT Bank Stabilization < 0.01 < 0.01 < 0.01 10 10 4 -L- 107+88 RT&LT 3@12'X11' RCBC 0.37 0.09 0.10 5 -L- 137+22 LT 1@12'X7' RCBC 0.42 0.06 0.02 0.07 0.02 123 5 -L- 137+22 LT Bank Stabilization < 0.01 < 0.01 64 39 5A -L- 137+22 RT 1@12'X7' RCBC 0.06 0.02 < 0.01 0.07 < 0.01 12 5A -L- 137+22 RT Bank Stabilization 0.01 < 0.01 60 31 6 -Y6- 21+86 RT 1@12'X7' RCBC 0.04 0.03 0.01 0.03 < 0.01 49 6 -Y6- 21+86 RT Bank Stabilization < 0.01 < 0.01 59 33 7 -Y6- 31 +75 RT Road/Toe Protection 0.04 0.03 8 -L- 168+21 LT 2@7'X7' RCBC 0.20 < 0.01 0.04 0.11 0.02 161 8 -L- 168+21 LT Bank Stabilization 0.01 < 0.01 75 31 8A -L- 168+21 RT 2@7'X7' RCBC < 0.01 0.01 0.05 < 0.01 10 8A -L- 168+21 RT Bank Stabilization 0.01 < 0.01 42 28 9 -L- 175+00 LT Roadway Fill 0.17 10 -L- 180+25 RT "False cut" Ditch fill 0.01 0.05 11 -L- 229+60 LT 54" RCP < 0.01 11 11 -L- 229+60 LT Bank Stabilization < 0.01 < 0.01 18 9 11A -L- 229+60 RT 54" RCP 0.20 < 0.01 0.03 0.02 100 11A -L- 229+60 RT Bank Stabilization < 0.01 < 0.01 19 6 SHEET SUBTOTALS*: 1.59 0.20 0.11 0.57 0.40 0.02 813 187 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (ft) (fit) 12 -L- 283+77 RT&LT 1@10'X8' RCBC 0.03 113 12 -L- 283+77 RT&LT Bank Stabilization 0.02 < 0.01 99 31 13 -L- 307+70 RT&LT 66" RCP 0.02 217 13 -L- 307+70 RT&LT Bank Stabilization < 0.01 < 0.01 30 21 13A -L- 306+29-307+60 RT Roadway Fill 0.02 153 14 -L- 314+63 RT&LT 3@11'X11' RCBC 0.06 0.04 0.04 0.07 95 14 -L- 314+63 RT&LT Bank Stabilization 0.08 < 0.01 163 32 15 -L- 344+35 LT Pond Bank Stabilization < 0.01 < 0.01 8 10 SHEET SUBTOTALS*: 0.06 0.04 0.04 0.26 0.02 877 94 TOTAL*: 1.67 0.24 0.11 0.61 0.66 0.04 1690 281 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 V � � N � .� � V W 0 �A \ � � c m � � � LI -�� � _ V� v m � � .; a � N H � Eff EA � � � d � V � � `� V � � � � � a `� f» `c rg � e � c z o � � � c ��� w��� �'�� ���� � � �'�'�w d��� �—�a ��'Az O �}�� �; �,�w �� o��� V ��� ���� � 2 Er� tfl Ea � ����, n 'u � �A tAtf? See Sheet 9 A For Index of Sheels �°II��-�"I�'1F, �1�' ��1�'�l� ���III$�]I�,1I�� PERMIT DRAWING �������� �j� �������� SHEET 1 OF 23 WAI�L'�/FRAI�I�LI1� CO U1�lTY a�� R-2814C 34506.1.4 STP-401249) 34506.2.FR7 STP-401(249) 34506.2.FRU7 STP-401(249) � ESCRIPTION PE R�W UTILITIES LOCATION: US 401 FROM NC 96 TO 11lORTH OF SR 1103 (FLAT ROCK CHURCH RD/CLIFTON PO1VD RD.) TYPE OF WORK GRADING, DRAINAGE, PAVING, CURB A11tD GUTTER, CULVERTS, AND SIGNALS � � 5 BUFFER IMPACTS ����� —L— STA 381 + 40.55 E1�D TIP PROJECT R-2814C �P° —L— STA 33 + 18.85 BEGI1� TIP PROJECT R-2814C S ITE 1 \� � a / � Iz \ SITE SITE 3&4 � SITE 2 A z la° � �� � �z o � � ° �� �' a � � w� � �, , 3 JS4 � � %�� �:�r:, v i �� , y6 —L— .�� ,�� � � 98 � Q � �G .,� .� y �a a y�i � s. , V � ,;, � Q� �. M Z END CULVERT � O 1 � q -L- STA 108+06.67 �� � � � � � � Q Q � TH/S 7S A FULL AND PARTlAL CONTROL OF ACCESS PROfECT WITH ACCESS AO/NTS SHOWN ON THE PLANS. TNIS PROJECT !S NOT WITHIN THE L1MI7S OF MUNIC7PAL BOUNDAR76S. CLEAR/NG ON TH/S PROJECT SHALL BE PERFORMED TO THE L7MIT5 ESTABL/SHED BY METHOD !/7. GRAPHIC SCALES DESIG11l DATA 50 25 0 50 100 ADT 2016 = 10,892 �-�-��-� J ADT 2036 = 15,848 PLANS K = 10 % D = 65 °/a 50 25 0 50 100 j — 6 o/a * V = 60 MPH PROFILE (HORIZONTAL) * TTST = 2% DUAL = 4% 5 _ 0 5 7o FUNC CLASS = MAJOR COLLECTOR PROFILE (VERTICAL) STATEWIDE TIER S ITE 5 SITE 10&l0A � SITE 9,9A,96,&9C � � \ r�P SITE 8 �r ��� S ITE 7 � �� � S ITE 11 � �U �y� F .'� '/\ �V 2 i 'sa /�UgG � LO T —L— POT STA 383 + 00.00 E111D C011tST. R-2814C' PROJECT LENGTH Prepo�ed ln ihe Offlce of: DIVISI0111 OF HIGHWAYS 1000 Birch Ridge Dr., RaZeigh NC, 27610 LENGTH OF ROADWAY TIP PROJECT R-2814C = 6.580 MILES 2012 STANDARD SPECIF7CATIONS LENGTH STRUCTURES TIP PROJECT R-2814C = 0.015 MILES TOTAL LENGTH OF TIP PROJECT R-2814C = 6.595 MILES RIGHT OF WAY DATE: KEVIN E. MOORE, PE JANUARY 28, 2015 rnorEcz sxcrNEEn LETTING DATE: _ NATHAN N. ADIMA, PE . ��i PROJF,CT DES7GN ENG/NF,F.R HYDRAULICS ENGINEER P.E. S7GNAT(IRE: ROADWAY DESIGN ENG7IYEER SlGNATURE: P.E. �ll4llilLll�S1V a9%p ll �ll�!]11Y � DO NOT USE FOR CONSTRUCT[ON � � � PROJECT REFERENGE NO. SHEET NO. R-2814C 6 ILW SHEET NO. 6� e � 0 O ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER 1 ,yo SITE 1 � �� �� P� � � ECIAL CUT DITCH W,PSRM � E DETAIL M SPECIAL LATERAI 'V' GRA55 SWALE f' PE RMIT D RAW I N G SEE DETAIL D I � Se�kB ��\ �. SPE��A� �ATERA� ��� GRA55 SWA�E � � °S �� \' • S H E ET 2 O F 2 3 SEE DETAIL D � I 2= e�'��y �� � e R � 9C! \ � II II PUE PUE PUE � P�JE �_ PUE 9� \�\ / P�E UE I � C C � �_ �� seecin� cur oircH IP�E � � i �//� ��' /i �� � � y� � � � se� oerna K 1 � � � C � � � . . F � � � PUE PUE � � � E� E R � � F � i . �� � � ���� 7 w � x�t� x- , %/ , � � � � C � � m nneoinN vi censs swn�e pVE i��� ���i � I �� � � � see oerna e a� � u n �'�7 %���� I �� C � � r� � �� av nneoinN h �,� I z�i �� \� v G I X SWALE ROADWAY MEDIAN �~''� i�/�// � �� SPECIAL CUT DITCH [,` /� t") I I 2GI GRASS SWALE '� / �^� ZGI �� C' C R $EE DETAIL K Vy4iJ . ROADWAY MEDIA \ � y , � t xx � ss =WA�E — _ _ � Ex�r�N� R � � , FS � c c!� _ -�— — �� " ��� � � �� ' .,� � � , � z�, Fs � � � y '.�� • ati 2 � — � . � � i � � y 15 =— _ =__--- — � � �' \� c c� t!� —_— � -- — _ _ _ �3 Zci � � C � � — — 0ti — _�� ID� I O 0 ��_ � — Rennove �� � � T�_� � ��---_- _ FS �! N 56'$B.qe� �� \_ —� � �; k ___— _ ^� ; � � T.3 - a . - —� — "E� —__ E _ � � � � F C' F 1 � _ � �6 � � __ �' � � � � � . � � i � �'�— � � � � N x�sr� a,w _ _ � = �_ —_— " � �_ —L— Z � � SPECIAI LA Al ' m I� �� / 386.9q. - -� �� � in (V � C 'V' GRA55 SWALE r d� I . � � ` � _ O SEE DETAIL D Q10= l lcf I �� � Y ��/� F \ V70= O.Sf s � ? � 1 � /SFQ W�' �, ���_ __ � V• \Q2= 0.9cf BZ i'. � � �� i� m V�= 0.4ip BANK STABILIZA ION ` � I � / * � �� __ �_ __ I SEE mETAIL BM _ N �` b'x7' RIP RAP PAD '� y � / . ,� - �,.,.� y ,� C � � / 2 TONS CL B . � � � � STD 'V' GRA55 SWALE � . RIP RAP CL B � RIP RAP CL B � �- �� � W " \ 8 SY GEO�TjEXTILE �j.�5�-e�i I � � SEE DETAIL L / � 2 TONS ' �`� C � ` =_ � �� y -L- SC Sta.6G'�'��'Q9 � .T�g ��e \\„ ' i � i , GEQTE%TILEY=y 7 SY ` �-� GEOT SV C ��_ y ���/// � 6 � � N � _/_ � � , ' 1-�C � � y s r � STD 'V' GRP.SS SWALE C -�� � � ' �� -L- CS StVe�J'fZB.Z9 �.� -- YSP CIAL SHOULDER GRAd(NG SEE DETAIL L � ���� v N O ` SPECIAL SHOULDER GkADING B \ � ` . \ � � C \ �� / SEE CRO55 SECTIONS 64-00-65--50 RT / y - 5 CROSS SECTIONS � �� �� � � Z � M ' =L- STA 67 i 00 TO 71�� 00 RT TIE TO EXISTING SWALE OJ y 28�� � 4r� 6' 7' RIP RP.P PAD SPECIAL CUT GRA55 SWALE � .\ ' � • �ONS CL B � SEE DETAIL G C C � Y V ,�'I O 8 SY GEOTEXTILE � . O m�J � r �� `�� � -L- ST S�a.69+4829 � O N W ( �i J � � t �o , � � m � �s �W � y o � 4' � � �' m �� � rn �� � � U Q Q v � � O �1 ly� U � � 6� 3 �' o � � � 4 o� � � � W � � ti � ; t» � � � � � d � u +� w � t» E �r � � v, � �'�� !oo o ,�o- MITIGABLE IMPACTS ZONE 2 ���- GLI a �� � �� � a'��� cRAPHic scn�E MITIGABLE IMPACTS ZONE 1 a �;�- �vr�,� � ���,� � �w PROJECT REFERENCE NO. SHEET NO. -8=-� 4 - -- ,UUCS NEER �o� o� 40� GLI uR�PHIC SC��� ,�_�_�_�_�_�_�_, ���������������� � : • :��������������� MITIGABLE IMPACTS ZONE 2 �G �3 160 � N I N � TIE TO EXISTING DITCH �ri O � Y STANDARD BASE DITCH N SEE DETAIL AL N Ql N SPECIAL CUT GRASS SWALE � SEE DETAIL E N N O O V W m � w � ��� P � Z Z W o t/> � � C _ C �� � � O �' J ►JJ — �=�r ��,w,�� T � a� W w N ► � � 2� N � rn � � * N � O �' � d "� � � N Q� Ex�.rw_.w .�GT M � L�i �^,r * J � � I � ~ Q � � �. _��—_—_—____—�-- ,� � � J -- J I Q ti J N I J � O LJJ — � _E � �-+nr��%�- _ — � a Z C — -� W ~ JT . .. .� .. ..�1 . :CLA55 B RIP RAP �> y 5 TONS O� r' GEOTEXTILE - 14 SV v UE PUE PUE PUE ��2 ~ SPECIAL CUT GRA55 SWALE � Q $EE DETAIL G SPEGIAL CUT GRA55 $WALE W � SEE DETAIL G � � 2 � W OO til �� � TIE TO NATURAL GROUND � ��� 3� O � O �j � � � W � � � ; � u � � � � a � u � � � z E �� c � \ PROJECT REFERENCE NO. SHEET NO. \ _ R=2814C__ 13- RN✓ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER '1�5 170 op1 \ S� S� 7 � \ �P� PERMIT DRAWING SHEET 10 OF 23 � \ � � SITE 6 ��SPECIAL CUT GRA55 SWALE BANK STABILIZATION �� --/ '\ SEE DETAIL E \ CLASS II RIP RAP-70 TONS ,���-� — �_F�� \ 2 GEOTE%TILE=25 SY 0 SEE CONSTRUCTION QUENC BZ 2 � e�1> 7�� i CLA55 B RIP RAP =30 TONS TDE TDE � � � RN OUT DITCH GEOTEXTILE =65 SY Q10=5.4cfs BANK STABILIZATION ,� RIP RAP =3 TONS CLA55 II RIP RAP I' V10=7.9fps � gti �� GEOTExTILE=10 SQ.YDS. Q2-4.2cfs EST.70 TONS � V2=1.8fps GEOTEXTILE= 80sy y � `0�� SPFCIAL CUT GRASS SWALE �`� SEE DETAIL CB 0 ,� e�ia�_ � � Q10=0.5<fs � SEE DETAIL G � P E 2@7'X7' RCBC . �� `*a� � V10=0.2fps � � I LATERAL'V' DITCH TOE PROTECTION � � �,�'� Q2=0.4cfs SEE DETAIL W SEE DETAIL AM '� .k / s �2-0.2fps � � � � � ��1 � ROTECTI� � 2 � � _ Ci _ C _ � _ C _ C (�i �/�� �' ' DET. —° P C r � C_�C _ ,//� � , � —� F C C Z � =�'a,'''-'�_-�,�"�"��= �� - �' 3:, , " � ` — __ — — — � _ rn _ m - j� - i r � :n x , � �,r�:,;n-�:n::�:��-z,;-R;:��,�;:�-�:��.N-�;:-�:,�-�-�.�.�-rw�,,.:r�-4 .'�: `f < � � C� f`~' � N �-!T/ y. .. � 2GI-Type D �__ � x x x —�— �5" RCP-III �� � ' � . � FS �'n"'�"�4�^'r ZG 2GI � SPECIAL LATERAL BASE GRAS�SSWALE w RM `'�''�ii-'�i^-v t�.t,.,.-k�-yy REM E E DETAIL ? � �''-�4✓-- `"�1 -- ---_ _— -- — — —... " — —'---- — --- -- — — _—__________— V US 40� 26'BST / REMOVE W REMOVE _ — — REMOVE � +, -- ------ — — — ���I� � �; � �— � � � — , ' y— — � oy. � O � I — ;�,s^ -�,�-�, ,�—�aK �%.- �IB'RCP', — ��, ie° acP - � � — F �� F C �—�—_� �� r eiP � � � �' ` � , < C } � ' E PROT I � -� — _� T o _ � R -� �' �� r� r � M C C� ,,�� C- �_ — C- C T I � ' _ =a��� � i C C ._ ..Q..� � - __ _. _ - - � I f. V70=2.Ofps I I \ / P vi � H,M— / 3 � « � � � Q2=ia.o�ts wE � � � / Uf = HTR I � � PUE PUE PUE PUE y PUE� PUE� ���E �� 0 ���= I-� v2-t.PUE I Pl�E —PUE ' PU€ � �;� . . � � �� x � ��ti � � � P�E ?T7 � CLASS B RIP RAP � f�L STANDARD � 1 TON , � I I I . r// BANK STABILIZATION � I II �- - /// SEEiDETAIUGGRA55 SWAL \PVf �� SEE DFiq�� NASE DITC{{ � GEOTE%TILE - 5 SV � �: I I � SLASSOIITROINRAP -� I �, O ', CLASS 6 RIP RAP/ � � ��� GEOTEXTILE= BOry � CONC � 5 Zq^ GMP �=II � SEE DETAIL CB r�� �� M�'� GEO EXTILE =/10 SY\ � DE— � o / � \ � � I / � i / \ � � � �' I I CL455 B RIP RAP - 5 7 NS I /a9 � ` � r �5 GEOTEXTILE - 14 SQ. YD . I � �AQ� � /<GR �`�,' � �� `� � � i z �As � ;o:�s � � � -�, II I � PUMPS / i / U/CAN � Q ' / / � I � / � 1 II I Lltl // I ISBK8t1S ISMILBUS � � ' �� I I 7 C I� 1 1 � �� I > � � I w�,,� � MITIGABLE IMPACTS ZONE 2 �� �E ��� �oo o �oa GLI ; x�': MITIGABLE IMPACTS ZONE 1 ° �� cr�Ar�Hic scA�- �� �;��: v , �,�, � ��,�, / 230 / / �� \ � � ITF 7 Q,a_,00�{= V10 = 4.Sfps Q2 = 7.Ocfs v2 = q-2fps � r � W w _ N W w N O O + o� N N Q 2 iiii,. ,-.-...-.-.-.-. ::'o::::�:v � � � � � i��i � �` y 4 -L- PT 5 w� �� �40 � � o�� -- ---_ ,� . � ��-� i . /� I u� X PROJECT REFERENCE NO. SHEET NO. R-2814C 18 RN✓ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRAWING SHEET 12 OF 23 � ""' i�i 2 r Z m I r I N -� D N � W + O O N m m N _ rn m � �o 75 rrrR �� Hra �_ � ' 4� I 1 � , �, � � \ � � � � �� � � �� \ \ — — — — —'�' � � �� � �� AL WAY l5'GH � � . ❑ I � \ \ �. _ _ � '� --�—i=�s°R�P —_• —— ', � � �� �i I � IS" RCP ' � � _�` � s � � � � � � �Z R�P X �4;; � � , .r � ; � \ \ R:F �/ � O I I� '� I �� � � ' / � � � \ ` � � ISBK� \ \ �, �_ �� ��� �.-- \\ I I X � � .� T ' / 46^ diL I � I J I o J 5�+ I \\ CL 8 RIP RAP — (� � � � � I I I (_ - I �� \\ 2 TONS y A � Q GEOTEXTILE - 10 2 � �,r ��\ � � � UE � P� PUE . \ � \ \ t--� � PUE PUE PUE ,,.. "_, PUE � � ��.�;��-�:.r�;;,�,z� ��, r�,��> �� � \ `r�ix � �y � FD F � \ � — � F�3 F w�n� �� �� � — � � � � -` F^^.r�w� � ,��, �4✓�: � \ � �� c � � — 15" RCP-V N �_ Q�� _---- ---- %� -� � N � � INY ��-�—z�=�� �< � J � � — j � `�� I � F � � - F w � . � o �� F —�_ Z �'� F � F J � � � � �= P � � � " 3e^ viNr� Q � A . �� I 1� � ,�-) X��� � \ 11 /2_ NC -' �— � 'W ���.- � ,M '� '� a � U 07 \�\'� \\ �" s� �� c� a c� ��� ���� � � �3 �� � \ o \ � �� �°� � � � � � \ \ \ � ��� � � � �� _ � � X � � �� _� 100' Q' 100' �������� ;�A�� ' GLI � � � � � SPECIA 'V'LAT RAL G 55 5 ALE 5 ET�L D � SPECIAL LATERAL ' ---\� VWDITCH � , PSRM '-� '� . SEE DETAIL AX � PUE �PUE PUE � M , R �; � C C -",' ; //A REMOVE � -- �Op1 S�S 7 —� �p,0 � � � � ��---- � � �� � � � \ �� � �`�� � � � � � � � � � � \� � � ! S I T E�� 8 � ������ � � � � ANK x / 20 TC 2' BASE DITCH '� � 35 SY - KL455 B RIP RAP -� — SEE D SEE DF�pIL AY �� BZ 7� f ( \ � � � � POND � � � .�,�;�`" � / / ✓S\ rrt^Y' — � , � i i . . e� �� � PUE � UE�6 \ � 28 � —� — -- — JLH —�— TB 2G1 � B 2GI \ \ —� �— " - --��— � CL B RIP RAP � 2 TONS � �FALSE SUMP I � — -- � _ �� ` GEOTEXTILE -- 5 SY � � F ��—= �� � C � C C C C C �� � � ���� � R � � �`1oN$ �4� ° � � I ,r-� � / GEOTEXTILE = 7 SY � f W PUE SPECIAL LATERAL V GRA55 SWALE SEE DETAIL D � �Q � .� ��",�^ti"'Lr� � �//�� • ........ ►........ ,.,.,.,.,.,.,.,. . ,._._._._._... � � PUE � �� a a � � � �. / / � � { ii r � i i �,a� i i �,Q � / /� � ��ii ., �' � '� � . � , �� � �� �, � � Q I � � US �I 24' BSr ,�— - _ � � � C PROJECT REFERENCE NO. R-2814C RN✓ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAUUCS ENGINEER PERMIT DRAWING SHEET 14 OF 23 ,,_ _ � <-/ \ � ���� !� 1I� Im I N DITCH for V �ar I.,l ~ SEE DETAIL A ),j �� J � � � z � ;A@ TION \ ' RIP RAP CL II � \� / i i � ., ,..;xX�� �c' �� `E SPECIAL LATERAL V DIT H� WITH RIP I� ,z � SEE DETA�q � g�" Q�0- .Ocfs � / Vl =2.7fps ' RIP RAP LATER,4L 'V' DITCH � 4Z-Z 4cfs �'/ .4T EMBA MENT WITH RIP RAP � I ^, V2=2.5fp�` ,y SEE AIL BA SEE DETAIL V //�'b le/e t/ ,�" - / / 0j y` � j / i i � i � � `ti� ti� ���� " % ��r� / ~ �/ / / �`'`� � i � ,�� �m I �� � � i i � r �� �� NM W �L � --r- 0 � / N �N mCL � N _ rn � N N \ � � ,sr f o� ��� � � � 315 � ���w 2'LATERAL BASE DI- WITH RIP SEE DETAIL BERM DITGH / WITH CL I RIP RAP � a SEE DETAIL BP b� 0^A BANK STABILIZA ION � 244 TONS RIP AP CL II 240 SY GEOTE TILE SEE DETAIL C � / / � � / � � ���s� i��;�-s,� �� 3 2 0 / / / �j5;`,/ �� � �S � -� ti;:.� � L? � � � RAP � � A MENT :'. ETAIL BA � -. �� � " � �/\ _71 � �5�� � I � _ _ 4,;j �l \� -- � � -- �—)S \ 8� s�s 2op"I N� 325 PROJECT REFERENCE NO. SHEET NO. R-2814C 24 RN✓ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRAWING SHEET 18 OF 23 �„� �i ` � � � N �� �� � ���� � �� i� � � � � � � � IS �� � � �`c.j t__ ^ I� �,� ,k PSRM TOE RQTEETIO � � � ^�. . --/ W �� � � SE �g '�0 - � � �� � � UE PUE l 1 � .� i = E PUE � PUE '�UE � /� E?� ,� P P�.J�� P�JE � PUE PUE �P � PUE PUE PUE PUE PUE PUE PUE � � PUE ___2UE '�- r N ' R ` R � � ' — ,- , �� � Z /� ," , W � � ,r�,;n. F ,r' � � � -w���;.N wf' . i ��-�:✓�;.-.rw �^'�,��;,-�:;.,-�:w'�::rt;:..-z,��^'r�- ���-�,1 �N��;r-�,;-' ti.,-�;r-�;_:,z;;r,�-r-�� �rn.:�.✓�:.-.n:.✓� - � ✓ti.�^'-4u- - - m W � F �`�; -�'z;;s, � r�;'zw�:, R:;r�,r w' z^- �..�, �� w- N �' --� F i� ��`,��, F �i� F _,,r'."r`.. �' F F F I _ -- -_ �_`� —� rv � �� F p �,�=-�---------- � ---� r 0 ♦ � _ _soa ---= ^=""'.".�,�..,.��`4.�� ���_ --_-�.:,«°�-_ � �— ==- - --- ---------------- -_ _ --_=.r�— � i O - CB _ - � �' � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ — _ _ _ _ _ _ � � � _ _ _ _ _ _ �g _ _ - V: � . � ------ -- _--- ----- — — --------- � �.� � � �� PLUG & FILL FULL�� US 90/ 24'BR � � (� � � WITH FLOWABLE FILL REMOVE REMOVE � — _--'— —_— M- �. — — — �— ' � —' —_ �— --_ � i . acP- � is" Rca= N � Q r.. . �,/ � �'-'`_ _ �,-�,�-�,��,r,..�,u,��� �' r�'w�-�, ,,.,s� . \'^ � i N ��' 1 ; ,r, �x � . . �r�-�^�.r�w,,� � �I -Lr��� i � a t;s � �. - - ps.`. - - - �' N / � �� � BERM DI7CH � � 'c.J � I O J /� �, ' ,���� — / � /F ��r� C r� C � �_' C / C//o coN>��'� C � 2GC���' �z�i ` ` �F� — C� � � I "� ��_,� _ _� =�=^' (/) _ � � p � "'.� , F ,� �,� ,rw� �� ,�� � I � �3 �, C � � C m Z,� -- �� v GRADE TO DRAIN ' � - R � I SEECI ETAi TERAL DITCH qyOID WELL ��� BERM DITCH (n J j { G N / WITH CL I RIP RAP . S _ - � . 4 � �� � � a � / I � / SEE DETAIL BP ' / �-J- CL I RIF RAP = 15 TONS oat �� z m V I GEOTEXTILE = 30 SY � N�� / � � // � �" m " �� � ? PDE aocK cHecKs �� V A ` � .s i � / � � a,R � / I '� J = 0�� Q70=37-Ocfs SEE DETAIL BW ''?._ U�, � - =\v/ � ' / /�'� � pK� / � I � V10 3.OfPs T \ - — U � � � � \ � � {� � N � S" 9.Ocfs CL I RIP RAP - 3 TON$ _ �J$� � � �Q`�' vz-z ceorexn�e = � sv � _� _�--_� � � � � l� .. � � `�� �� � � � �� � � T ZATION �� � R�TE^�E��� SITE 10 �� � � �,\,\ � � � � � � a — C C � \ �PSRM� R�� Sf\� NO IMPACTS TO BZ1 J � T C � OA fl �- ,\ �� ^� � \ A \ �� �,n,� I�� � f�S�EE-D€F�E �` �y'�l `J�-�\ �S S"'i \ \\ ���`i�� ��� M � ����� S(�� 15� � /�, � } 7��. ��� � JS� :-�_ �� �� _ \ //�/ � � �^�)�. � �n'�''��"�f YV��y\ /���1 \ `� \�✓ � � / S-�✓ �� � .. Sf J � / —T � ALLOWABLE IMPACTS ZONE 2 IQO' 0' IQO' �I�� GLI � MITIGABLE IMPACTS ZONE 2 L�. ■ � � � GR6IPFIIC SCA4 [ MITIGABLE IMPACTS ZONE 1 ` N O � r o � u � � . � F � d � u � v � � z E�O c� o Fp� ^ m��� a,�� ���� 1 I m ,Z 1 TDE — �-__, z TDE� - �S ��__ _ � — TD �\�s� TDE OO� . BZ \ � �, d __—__�JS-""` /15 _-�—�JS\ � S�5 345-�5--- \, 350 ��� SJ � H �I I o�',,SITE 11 r � � � � - <.'"7, �S! N � r � � '�~�"' _�- � ISFD � � -�^'�� S( � � , �. t— � Ze ,,., � — _ � ° � o � ° IP N � �� P� \� F W � F __ � � — —��1���� N — — O � � � 0 � —�= — a � — � � ---- Fl 5 401 24' BST M — -- ---- .�µ� Q —A�+" N _,��� J ��� C BERM DITCH I C SEE DETAIL 8q Z SPECIAL LATERAL BASE DITCH J SEE DETAIL BS U � 'J a� cQ STD 2' BASE DITCH w�CL I RIP RAP SEE DETAIL BR Qto=2ocfs V10= 3.4fps � �o> --5�' 5`/ o� � �' / /`� � ti. �� � � � ��, �° / � � ���� � � a t, ; 1 J // \� \ . f�� DK �� �����` ISFD � � \ \ � IX ) GAN I � I T �� POOL � � � \ L CONC � \ �� � \\ 1 � � � m K � � � �� \_�� � � � ��� Q �� b y � \ �� ,U • PUE C:i c`m'� 4'_ � \� � �� � 1 � � �° �- 1 1 `�3 �`"� �_ � F_Q 4;3 {�,=_��F__ `��" _�� �3 . � ��� E�P -- F —�= � `^�o_ F ----- � F _ � �F� — r G FULL W�TH IA _ WABLE FILI _ __ _ _-- ,,.�,,,� � _ _ z r^' _ --_ — -- �� —_ ' CL B RIP B 2 TONS W GEOTE%TILE = 7 ---15„ C �^' SPECIAI IATERAL GRA55 SWALE $EE DETAIL BN SPECIAL LATERAL GRA55 SWALE SEE DETAIL BN � `� �"r SPECIAL LATERAL BASE DITCH 4 SEE DETAIL BS s REMOVE� ---- _____ __I --_ _ -- —..- —_ --'_____� _ REMOVE ----__— -- —�-- _ _ � �:.�,�, — — — 15" RCP-V CL B RIP RAP = 3 TONS GEOTEXTILE = 10 SY C C y �� G� � �.��::�:�:;r'�^� �;�-� �. � 4 � ��+W^iJrh NWMSW�h�?�rr' r� � �^t,r, f"�- ioo' o' ioo' ����� GLI ALLOWABLE IMPACTS ZONE 2 cRnPHic scn�E � ALLOWABLE IMPACTS ZONE 1 - �s� R�� �� r., 1 � I PROJECT REFERENCE NO. SHEET NO. R-2814C__ 2_b_ RN✓ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRAWING SHEET 20 OF 23 �� � �- � �_. � _ r F F T — — — _ � � — -- r e --- (n __----_------ D -REMOVE ,}r�� 5� rWw � W � �EMOVE v' '� — — — � � tla— ���mr° ��— Ul 2 — � � F � — ' C — __ _ _�O-� � �3� �\ � � C � F F X`�' i i— F � O � � �� i .- i � ♦ �' � � / I � ��\ � %� , � \� \ � � � � X4�� O � 1 �U m \ \ I _ _ _ _ . � 1 / � � _ _ _ � � I � 1` m � � � \ � � � X tn � pK "-F° V�� zsr-o I � vaKaar � � � � `� \ -L � \ K � \ � I I� \ �\ T � II p� � . — �_ � ' X � � � m � � !� � � � I I r � \ � � – _..� 4� \ � � I rH � I '�– �q � � � i r . i �3 N � \ \ ` / _ �_ V � � —� s � � _ . � �w � ,, 4`� � �:3 � � 5 �� � � o �i � ° a S \� � ° �3 i i ` � �� � �0 4:�-��:� r �� ��22 x ��—� � —x � k— -x� �� �� I A � , + I / � � � I I � �� �� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT SITE NO. STRUCTURE SIZE / STATION TYPE (FROM/TO) ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 30" RCP -L- 64+50 RT&LT X 20346 12410 32756 2 3@ 12'X11' RCBC -L- 107+88 RT&LT X 9087 5422 14509 3 1@ 12'X7' RCBC -L- 137+22 RT&LT X 15170 9506 24676 4 1@ 12'X7' RCBC -Y- 21 +g6 RT&LT X 7518 3300 10818 5 TOE PROTECTION -Y- 31+25 RT X 2001 876 2877 6 2@ 7'X7' RCBC -L- 168+21 RT&LT X 17507 9950 27457 7 54" RCP -L- 229+60 RT&LT X 9750 8540 18290 8 1@ 10'x8' RCBC -L- 283+77 RT&LT X 11339 7396 18735 9 66" RCP -L- 307+67 RT&LT X 18942 8927 27869 9A ROAD FILL -L- 306+50 RT X 10615 6758 17372 96 15" RCP -L- 309+50 RT X 1438 2231 3669 9C 24" CSP -L- 312+57 RT X 1181 79 1260 10 3@ 11'x11' RCBC -L- 314+63 RT&LT X 15391 8982 24373 10A STILLING BASIN -L- 314+g0 RT X 1038 1038 11 36" RCP -L- 343+7g RT&LT X 3327 4182 7509 TOTAL: 15465 11705 27170 128147 77891 206038 Rev.Jan 2009 See Sheet �-A For I ndex of Sheets -L- S TA 33 + 18. 8� BEGl1�l �� �� � � ��� � � ��� ������ � � ���� �� LOCATI0I�I: US 401 FR�M C01�lST. R-2814C THIS IS A PARTIALLY CONTROLLED ACCESS PROJECT WITH ACCESS POINTS SHOWN ON THE PLANS. THIS PROJECT IS NOT WITHIN THE LIMITS OF MUNICIPAL BOUNDARIES CLEARI11iG ON THIS PRO,JECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) SHEET 1110.: UE-1 UE-2 THR U UE-9 UE-10 � U � W � � � � � A I11 tDEX OF SHEETS UE-11 THR U UE-16 DESCRIPTI0111: B UFFER IMPACTS TITLE SHEET UTILITY B UFFER IMPACTS WETLA11tD IMPACTS TITLE SHEET UTILITY WETLA11tD IMPACTS WETLA1�lD IMl'ACTS -L- STA 381 + 40.�5" E1�lD UTILITY O W1�ERS WITH C01�FLICTS (A) POWER DISTRIBUTI011t — WAKE EMC (B) POWER DISTRIBUTI011t — DUKE EIVERGY (C) CATV — TIME WAR11lER CABLE (D) WATER — AQUA 1VC, I1�C (E) TELEPH011tE — CE11tTURYLI11lK �°,�ol�o I�i�, I ����°� ��e R-2814C U E-10 PERMIT DRAWING SHEET 1 OF 7 UTILITIES PO � STATE PROJECT R-2814C PREPARED IN THE OFFICE OF: � 1223 Jones Franklin Road � �► Raleigh, N.C. 27606 , ETHERILL License No. F-0377 ENGINEERING Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ClVIL/SITE DESIGN - GlS/GPS - CONSTRUCTION OBSERVATION John D. Schriner, PLS PROJECT UTILITY COORDI11lATOR gG �iS B� L� Donna Jackson, PE Donald Proper Ed Reams, Jr. Ed Reams, Jr. DIVISI011t OF HIGHWAYS UTILITIES U1VIT 1555 MAIL SER VICES CENTER RALEIGH NC 27699-1555 PHONE (919) 707-6690 FAX (919) 250-4151 UTILITIES REGIONAL EIVGINEER UTILITIES E1VGIIVEER UTILITIES AREA COORDI11lATOR UTILITIES COORDINATOR N Z � > w � � � � -Q�- 195 � � ,� ,, \ � � \ \ ,'\ � � `I \ � �� � \ �� �� + 49.00 -L- + 70.00 -L- 195' LT 195' LT c� \ 120.98' LT 136' LT 26 � +08J9 -L- +29.31 -L- �� WILLIAM ZEB WHITAKER � 151.19' LT 150.84' LT \ TDE TDE PAULINE Ra WH�TAKER � 120' LT 120' LT � DB 84q PG 224 � PROJECT REFERENCE N0. SHEET N0. R-2 814 C U E-13 UTILITY WETLAND IMPACTS PERMIT DRAWING 1 SHEET 4 OF 7 UTILITIES * '" * � DENOTES MECHANIZED � ` �` CLEARING � � � � MECHANIZED CLEARING ON ALL UTILITY IMPACTS � \ � �� � -- 1 � \� �� �+ 65.00 -L- �, 136' LT �—� � � � gZ 2 1 '_ � �%�� rB �� � / '.�g ���i - —� + 38.82 t�, �% ,� 125' LT /! 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�� � \�� � � � ���' . � � \ ' � `� -�- �� � ,-, ��„-�. � �� , ' � � , -� sr \ ,� I � i v� � S I7°I8'00" W �I� =E�� � � � � � � �� L V � � � � U Q � N � �� / M 0� � L� Nd W /� �o >,a O 0 oz cv 3w �� �o� V � o,A o�� ��� OCCfA �� �ee �neer i H r or See Sheet 1-B For C See Sheet 9C-1 thru 1C-6 s �o/s rol Sheets � � 1'ROJ1 . � �� � . �"[�.�"I�[�: (�I�� \�I'�"I�I-I ��.�I'�(�I.I\�� II�I�'I�I(�\ (�)I�� I-II��I-I\V'.��'� WAI�E � FRAI�I�Ll1�l CO U1�lTY LOCATI0111: US 40l FROM NC 96 TO 11IORTH OF SR II03 (FLAT ROCK CHURCH RD/CLIFT0111 P01VD RD) TYPE OF WORK GRADING, DRAINAGE, PAVIIIIG, CULVERTS, A1VD SIG11lALS 'ATE STATE PftOJECT PEPE0.ENCE NO. ��� R-2814C PROI. N0. . A. PROJ. NO. 34506.1.4 STP-401249 34506.2.FR7 STP-401 249 34506.2.FRU7 STP-401249 34506.3.FR6 STP-401(249 � 95CRIPTION PE R�W UTILITIES CONSTR t C�TA '9A7 � A/f ['� T1TT1 T7T Till1TTl1T 7l �1A7A/1 GRAPHIC SCALES DESIGN DATA 50 25 0 5o ioo ADT 2016 = 10,892 ADT 2036 = 15,848 PLANS K = 10 % D = 65 % 50 25 o so �oo T= b %* V = 60 MPH PROFILE (HORIZONTAL) * TTST = 2% DUAL = 4% 5 0 5 lo FUNC CLASS = MAJOR COLLECTOR PROFILE (VERTICAL) STATEWIDE TIER PROJECT LENGTH P�epo�ed In the Offlce of: DIVISION OF HIGHWAYS I000 Birch Ridge Dr., Raleigh NC, 27610 LENGTH OF ROADWAY TIP PROJECT R-2814C = 6.580 MILES 2012 STANDARD SPECIFICATIONS LEIVGTH STRUCTURES TIP PROJECT R-2814C = 0.015 MILES TOTAL LEIVGTH OF TIP PROJECT R-2814C = 6.595 MILES RIGHT OF WAY DATE: KEVIN E. MOORE, PE JANUARY 28, 2015 PROfECT ENG[NEER LETTING DATE: NATHAN N. ADIMA, PE JANUARY 15, 2019 �'Ro�Ecr nss,cx sxciNEEa HI'DRAULICS ENGINEER P.E. SIGNATUftE: ROADWAY DESIGN ENGINEER S7GNATURE: P.E. ANS ION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BOUNDARIES AND PROPERTY.• $tate Line --•-• •-•-- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner —� Property Monument � Parcel/Sequence Number �3 Existing Fence Line -x x x- Proposed Woven Wire Fence e Proposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary E'a Existing Historic Property Boundary �Pa Known Contamination Area: Soil -�- S-�- Potential Contamination Area: Soil -,��. - S-�- Known Contamination Area: Water - � -`"- � Potential Contamination Area: Water -�-W- ,��. - Contaminated Site: Known or Potential ��% BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine 'SZ� Foundation 0 Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream 15 Buffer Zone 1 az i Buffer Zone 2 sz z Flow Arrow � — Disappearing Stream �-- -- Spring �-...�, _ � Wetland � Proposed Lateral, Tail, Head Ditch � � F�� False $ump � ��d7��ll.e �ll� A0'���� `LS]���1���A0'!]�9 �������dO' �ll� ��`lJ�� VV S]]�� CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF Wf1Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW Marker Proposed Control of Access Line with Concrete C1A 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 MILE OT 35 0 swRcn � � ia ��✓ /� W � � � A=,-- � --E-- E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb --- Orchard {� {� {� {� Vineyard ���ey��a EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert �oNc Bridge Wing Wall, Head Wall and End Wall - � coN� WW � MINOR: Head and End Wall �oN� HW Pipe Cubert Footbridge >----------C Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole $torm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole — H-Frame Pole U/G Power Line LO$ B($.U.E.*) U/G Power Line LO$ C($.U.E.*) U/G Power Line LO$ D($.U.E.*) -- TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal � l�EGET�4TION.• Single Tree � Single Shrub o Hedge Woods Line �"'-`"'-�`''-�"'-`"ti' 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.*) WG 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.*) � Os s • • O �� r �� f � O ❑O � HH WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) WG Water Line LOS C(S.U.E*) lVG Water Line LOS D(S.U.E*) Above Ground Water Line N: N Pedestal N Tower U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) WG TV Cable LOS D(S.U.E.*) WG Fiber Optic Cable LOS B(S.U.E.*) WG 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 $ignal 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 O 0 � � A/G water ❑O � HH • ❑ 0 ❑s 0 UST 0 � m AATUR E.O.I. � m � a � -o � u v PAVEMENT SCHEDULE C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, AT AN AVERAGE RATE OF 165 LBS. PER S�. YD. �.2 PROP. APPROX. 3° ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 165 LBS. PER S�. YD. IN EACH OF 2 LAYERS PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, C`3 AT AN AVERAGE RATE OF 110 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1 1/2" IN DEPTH. C 4 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF 2 LAYERS PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C rj AT AN AVERAGE RATE OF 112 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER S�. YD. p 2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 3 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 4 TYPE I19.06, AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" �EPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 3.5" ASPHALT CONC. BASE COURSE, TYPE 825.00, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. E 2 PROP. APPROX. 4" ASPHALT CONC. BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E 3 PROP. APPROX. 4.5" ASPHALT CONC. BASE COURSE, TYPE 625.06, AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONC. BASE COURSE, TYPE 825.0B, E 4 AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 7.0" ASPHALT CONC. BASE COURSE, TYPE 625.00, E 5 AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF THE 2 LAYERS PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B25.00, AT AN AVERAGE E 6 RATE OF 114 LBS. PER S�. YD. PER 1" �EPTH TO BE PLACED IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE 625.06, AT AN AVERAGE E 7 RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH J 1 PROP. 8" AGGREGATE BASE COURSE. R1 2'-6" CONCRETE CURB AND GUTTER. R`2 1'-6" CONCRETE CURB AND GUTTER. R3 2�-9�� CONCRETE CURB AND GUTTER. R 4 EXPRESSWAY GUTTER R 5 SHOULDER BERM GUTTER T EARTH MATERIAL. U EXISTING PAVEMENT. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WE�GING DETAIL BELOW, RIGHT) EXIS' GRO � -L- i 23,-0„ I 23,_0„ I CROWN POINT _ _ _ _ — _ _ _ _ _� +/- .02 I +/- .02 — I _ _ _ _ _ — _ _ _ T I— — — — — — — — — — — � 4„ � 4„ — — — — — — — — — — —I VAR. 24'-0" TO 62.8' GRADE TO THIS LINE GRADE TO THIS LIN • �• � -L- VAR. 24'-0" TO 62.8' PROJECT REFERENCE NO. SHEET NO. R-28/4C 2A-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER FI3ELIN�IN.�RY �Il,.�NS DO Ndf U86 POR CONSTRVCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED USE TYPICAL SECTION NO. 1 FROM: -L- STA. 33 + 18.85 TO -L- STA. 43 + 54.23 TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 FROM: -L- STA. 43 + 54.23 TO -L- STA. 50 + 40.85 ALTERNATE PAVEMENT DESIGN DETAIL 'A' c rn � a � -o � u v C[} 3" TYPE S9.5C C rJ VAR. TYPE SF9.5A D2 4" TYPE I19AC D3 VAR TYPE I19.00 E1 3.5" TYPE 825.00 E 5 7" TYPE 625.00 E 6 VAR TYPE B25.00 J 1 a" nec R 4 EXPRESSWAY GUTTER R 5 SHOULDER BERM GUTTER T EARTH MATERIAL U EXISTING PAVEMENT W VARIABLE DEPTH ASPHALT PAVEMENT 8,_0„ �p,_a„ 73'-0" W/GR 4'-0" FDPS `pg 02 6:1 ALTERNATE PAVEMENT DESIGN DETAIL 'C' EXIS1 GRO EXISTING GROUND � TYPICAL SECTION NO. 3 PROJECT REFERENCE NO. SHEET NO. R-28/4C 2A-2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER FI3ELIN�IN.�RY �Il,.�NS DO Ndf U86 POR CONSTRVCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED USE TYPICAL SECTION NO. 3 FROM: —L— STA. 50 + 40.85 TO —L— STA. 119 + 00 ALTERNATE PAVEMENT DESIGN DETAIL 'B' � -L- � , '-0" 10'-0" 12'-0" 12'-0" 23'-0" 23'-0" Vor. 0 12'-0" Var. 0 TO 12'- " 70'-0" VARIABLE 13,_�„ W/GR 6,_p„ 6,_�„ 13,_�„ WiGR 4,_�„ 2 _O z _O 4,_p„ FDPS FDPS I FDPS FDPS `a ` 02 .02 .02 .04 I .04 .0� .02 .�2 .OS b:t 6:1 �� — — — — — — — — �qk T �7 T 6„ �� 15 GR,4DE T T GRADE �— — T � 6.7 XISTING POINT POI 14 GROUND GRADE TO THIS LINE DETAIL 'C' DETAIL 'D' &'D-1' DETAIL 'E' &'E-1� GRADE TO THIS LINE TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 4 FROM: —L— STA. 119 + 00 TO —L— STA. 193 + 07 —L— STA. 201 + 34 TO —L— STA. 262 + 06 TYPICAL EXPRESSWAY GUTTER DETAIL 'D' ALTERNATE EXPRESSWAY GUTTER DESIGN DETAIL 'D-1' ALTERNATE PAVEMENT DESIGN DETAIL 'E' —L— STA. 114 + 50 TO —L— STA. 119 + 95 —L— STA. 114 + 50 TO —L— STA. 119 + 95 —L— STA. 207 + 95 TO —L— STA. 214 + 78 —L— STA. 2 07 + 95 TO —L— STA. 214 + 78 DETAIL SHOULDER BERM GUTTER DETAIL 'E-1' —L— STA. 106 + 00 LT TO —L— STA. 110 + 79 LT —L— STA. 166 + 84 RT TO —L— STA. 168 + 84 RT � � � a � -o � u v Ci4 3�� TYPE S9.5C C �J VAR. TYPE SF9.SA pQ 4" TYPE I19.00 D3 VAR TYPE I19.00 E1 3.5" TYPE 825.00 E 6 VAR TYPE B25.00 J 1 s" nec R1 2'-6" CONCRETE CURB AN� GUTTER R Z 1'-6° CONCRETE CURB AND GUTTER R3 2'-9" CONCRETE CURB AND GUTTER T EARTH MATERIAL U EXISTING PAVEMENT W WEDGING EXISTING Z�� GROUND � b" DETAIL 'F' � -L- 12'-0" 23'-0" 23'-0" 12'-0" VAR. 6'-0" I b'-0" VAR. o- Z,i,_o„ 2 0 2_o o_ za, o„ FDPS FDPS U .� 02 � .04 6:1 6:1 �4 .02 � is" � T T � — — 75„ GRADE GRADE POINT POINT EXISTING PAVEMENT TO BE REMOVED IN MEDIAN GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 5 ALTERNATE PAVEMENT DESIGN DETAIL 'F' ORIGINAL GROUND ALTERNATE PAVEMENT DESIGN DETAIL 'H' � � 2,_0„ 0� 02 T R1 �� 12„ / 15"/ �RAD O THIS LINE DETAIL 'H' � -L- , 23'-0" .0 TO 27'-10" i G DE VAR. 0 TO 24 0 INT 6" 6" V T`z �p T W _ �� — � ELEV. AT EOP IS PR JECTE FROM GRADE POINT � AT PROP SED SU "REIEVATION 24'-0" 'EXIST. PAVE T TO BE REMO IN MEDIAN DETAIL 'I' DETAIL 'J' TYPICAL SECTION NO. 6 02 DETAIL 'G' PROJECT REFERENCE NO. SHEET NO. R-28/4C 2A-3 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER FI3ELIN�IN.�RY �Il,.�NS DO Ndf U86 POR CONSTRVCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GROUND USE TYPICAL SECTION NO. 5 FROM: —L— STA. 193 + 07 TO —L— STA. 201 + 34 ALTERNATE PAVEMENT DESIGN DETAIL 'G' ' 14'- ' W/GR 2,_�„ 02 �z �� R1 T � 6" �5" GRADE TO S LINE DETAIL 'K' GROUND USE TYPICAL SECTION NO. 6 FROM: —L— STA. 262 + 06 TO —L— STA. 296 + 50 —L— STA. 302 + 00 TO —L— STA. 373 + 40 USE DETAIL 'I' IN CONJUCTION WITH TYPICAL 6 USE DETAIL 'J' IN CONJUCTION WITH TYPICAL b —L— STA.335+16 TO —L— STA.351+60 —L— STA.262+06 TO —L— STA.269+95 ALTERNATE PAVEMENT DESIGN DETAIL'K' —L— STA. 272 + 05 TO —L— STA. 284 + 25 � � � a � -o � u v CQ 3° TYPE S9.5C C �J VAR. TYPE SF9.SA DZ 4" TYPE I19.00 D3 VAR TYPE I19.00 E1 3.5" TYPE 825.00 E5 7" TYPE B25.00 E6 VAR TYPE B25.00 J 1 s" nec R1 2'-6�� CONCRETE CURB AND GUTTER RZ 1'-6" CONCRETE CURB AND GUTTER T EARTH MATERIAL U EXISTING PAVEMENT W WEDGING 14'-0" /GR ORIGINAL GROUND 2�_0�� �qk 4�fo ?� 0� `2 T R1 �� 12" � 15"/ GRADE TO IS LINE DETAIL 'L' � -L- � -0" 23'-0" VAR.O TO 21'70" I GRADE VAR.O TO 24'-0" POINT � b — — 6— W T`2 I p�2 T ALTERNATE PAVEMENT DESIGN DETAIL 'L' TYPICAL SECTION NO. 7 � -L- 14'-0'� W/GR )�THIS LINE DETAIL 'M' ALTERNATE PAVEMENT DESIGN DETAIL 'M' PROJECT REFERENCE NO. SHEET NO. R-28/4C 2A-4 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER FI3ELIN�IN.�RY �Il,.�NS DO Ndf U86 POR CONSTRVCTION DOCUMENT NOT CONSIDERED FINAL ':�� UNLESS ALL SIGNATURES COMPLETED ORIGINAL GROUND USE TYPICAL SECTION NO. 7 FROM: —L— STA. 296 + 50 TO —L— STA. 302 + 00 ALTERNATE PAVEMENT DESIGN DETAIL 'N' ALTERNATE PAVEMENT DESIGN DETAIL 'O' ALTERNATE PAVEMENT DESIGN DETAIL 'P' GROUND GROUND USE TYPICAL SECTION NO. 8 FROM: -L— STA. 373 + 40 TO —L— STA. 374 + 64.96 � � � a � -o � u v (�'Q 3�� TYPE S9.5C C �J VAR. TYPE SF9.SA p`Z 4" TYPE I19.00 D3 VAR TYPE I19.00 E1 3.5" TYPE 625.00 E 5 7" TYPE 625.00 E6 VAR TYPE B25.00 J 1 8" ABC R1 2'-6° CONCRETE CURB AND GUTTER T EARTH MATERIAL U EXISTING PAVEMENT W WEDGING ORIGINAL GROUND .�.\\ JP� \A� �o ORIGINAL GROUND_ 10'-0" 14'-� b" � _I 4-- � GRADE TO THI� DETAIL 'Q' � -L- 35'-b" � 35'-6" t.0 20'-0" VAR.15' GRADE 4' 6" TO l0' b" POINT C 02 14— — �— E TYPICAL SECTION NO. 9 ALTERNATE PAVEMENT DESIGN DETAIL 'Q' 14'-0" J PROJECT REFERENCE NO. SHEET NO. R-28/4C 2A-5 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER FI3ELIN�IN.�RY �Il,.�NS DO Ndf U86 POR CONSTRVCTION ORIGINAL GROUND �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �^_'J II � \ ORIGIN�L GROUND —�1 1 �� THIS LINE DETAIL 'R' USE TYPICAL SECTION NO. 9 FROM: -L- STA. 374+64.96 TO -L- STA. 379+13.50 ALTERNATE PAVEMENT DESIGN DETAIL 'R' ALTERNATE PAVEMENT DESIGN DETAIL 'S' TYPICAL SECTION NO. 10 ALTERNATE PAVEMENT DESIGN DETAIL 'T' IOUND ROUND u5t i rPICAL SECTION NO. 10 FROM: —L— STA. 379+13.50 TO —L— STA. 381 +40.55 N z � � � � � Q � N a v w000s � BMI ELEVATION = 359.20 N 797441 E 2169489 � \ \ BL STATION 22+52.00 82 LEFT BENCH TIE SPIKE IN 30" PWE � \ \ t � EXiSTiN� q W ��\\'d�„\ (21GUY0 S 2636z3 W \ ��Kes � naEsv«e N04EOMNERS ASSN., uK DB R882 PC 871 w000s / / i� �/ COLUMN /Q _lI r _ �� _� GAZEBO % � o \� \\ , �`�Mr� aENCHEs �I �"� �\ �\� \ � � _ . � � \ 6 PM I . "�O. 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EVELYN v, g�(',ARN — IDB �2378 PG �996 � II SJ' �`\PLANTER\ /- �1 � � I��ry � "" � "" EIP 2I�.3 SPICOT � � W/CAP GUY �P WOODS oI � 44 WYCAP 5.97 /II / � I _ �� I-1 W%CAP W% AP EIP f--RAP� 2S PR -r V' � ���5 / ~ \ \ O — —' — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — ,,o ----------- —___ \\Pq _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _\\ _ _ _ �-- �_ _ � , �r'� , 30' RCP . . .�r.i -L- �� __ 30'B57 ------------__ y�.��� �X=x_—x --x�-���—x—x—x—x—x—x—x ao_ww p �' 60' WW �2) GUY EIP EIP — .. .. .. W/CAP _ E .. 8 f21GUY W/CAP EIP EIP W/CAP W/CAP EIP EiP WOOOS � W/CAP W/CAP GUYp q 5 r r ,'�'! ""{'ip ,M�' � _ ExiSilrvG P/w 1 BEGIN CONSTRUCTION -L- POT STA. 9 + 40.85 -BL- I 15 a� S�S ^ Q01 I Q ` NP J�1E5 T. DA1�L, A!q NIFE JOMMIE T, DAI�L OB %68 PG 7?2 / � rr✓ac �� \$�_D� � 4 P� P� N4 IfR � l � � � PLANTER / � cuvp �� isao neaoR � � � 43 6 PR -r, "�� STEPS \ \ \ I � � � BIR� � \ ��' �€j (i � BATH � �'-p \ �U . � \ � \ � I� � Q p PLANTER �n � � � � 1 � �� - -'- -r,�cnun v.. 4:� 25 PR _ _r_ _ :� PROJECT REFERENCE NO. SHEET NO. R-2814C 4A RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PREQ.IN%IN.�RI' II�LANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED I � �S MAILBO� \-- _ r 6 PR IS r GUYO --�-- —� — zc� N — Eoil rn rn WOODS 30 � n 2 r Z rn � r N D W � 30 ♦ w VI - � r io N rn rn � � � N z 0 w z C � m L Q U V 2� 2 EIP N 21'S2'36' E E��38'07' E �EIP 54.88' 126.27' ,�FFREY �, AU$iM� � OB �d28 PG 2�98 EIP N N � �Z �I 132, o� 5 1629'48' W �, �' n 186A2" � 4 I mso DOWICK ANENA � �. 6N `'N OB i5895 PG �13 4z s 9z, ,� � �Z PG 17j1 ip 37.88'EIP �6�35. B.q�, W 25°90'13' W J` � � I � � � ��� Posra pPosr %� GT��wo s I � Q )*"`\'. � rr✓ac I x '�' � 6\ � I I STEPS �DECK PAO CON N o£ I �� �QI — ¢O � ' �I � \�r I ISBD Q j� �I \ \ I /� �`STEPS ti i�� \ �& �� (3) IRRIGATION — / / �P• �ONTROL VALVES� `/�/ tJ /w -- GO � �i�-� -- / xlSilrvC R/w �0.16' QI II _ � "-�� _ a� S�S ^ Q01 I Q ` NP A1, C�RiER A!O �EtERY t�, �ARiER pB i96� PG 363 -.. , 25 PR � � --�P - --i- II_ 1-\�iRAP 18' RCP � ��� a � �� MAILBOX. �__ ,� MAILBOXO�_ \�_� ------------------------- � ------ ------ ------- - - - - --�,,,t----- - - =�- ---------- - - - - - - -------------- �� ------- -- = _ = — — —�--��--=�� � — -- ----�a ----_�—=------ =--�-- ---- � --------- � - - ,?�� , -L- � r—x x 6 WW x- II cur � � e� 0 PLAYGROUND Lp CO C -- � r I PosTo iz � ,, oaosT NARREN PAIA ,IONES �!O NFE. K�iNY $, JOPE$ DB �U53 PC 2338 MB �986 PG �65� 92.06' EIP EIP N I6°48'24' E ---------------- MAILBOX01m / RIP ------- JRAP � C�OS —� PLANTER —X—X— � � r � � p pE'?p I I r � i iseo � NARREN PAUL ,plES �I�p wFE. K�iNY 5. J01E$ �/ I aw OB Ni53 PG 2338 � 4B NJ86 PC i650 _ - � � / m � \ ooc �'� KENNEL 5 0, S,�,ZO' W \6�Zn w000s -BL- 3 2 66. �'S� S9. •B6 �J. \ \ � 30 PROJECT REFERENCE NO. SHEET NO. R-2814C 4B RM' SHEET NO. :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PREQ.IN%IN.�RI' II�LANS DO NOT USE FOR CONSTRUCTION EI� � i76.� DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED CRECORY $COTT SI�TX fSEPARATEOI DB w�i Pc 3�� r E \ 1 � � \ � � \ \ � � � \ � �� _ - � \� E.C.LUMPKi � \ � +oo.00 -�- � I � E%ISTING WW \ � � BEG FENCE \ + o � � UY BEG UA � � � \�� \ ACCtyS POINT W . � --qo � � � � � E�P � � HAEL PETERSON A!D IIFE. ANNA PETERSON BK i6399 PG 60� I �.` PIANTEF I IS CmM�L, " `� \ ti \ 15' CMP I"� I _� (31MB � �-J1 � ---�� ����� _-_----_� --_�__ _�_____________________________ \P� __��______ _______ So ====3 �___-- � �D4M IS CM� ���—� '�a�t�\_����� n IJ ie r r r 16 �� .. .. .. . .. CUYn ' GUY � . . � 19 r �1����5� 5°35�.5� w�os S wo r OOBOLLARD 0 , �.,- / -BL- 4 +oo.00 -�- vn D �^ ' / 2 r rn � r N D w � ___� — ___— N � -------- -- V _ ----------- r ^ N r a�P aaa_ / T C / N rn � w000s ,p 0 E.C. LU1pKN LYiED PARTAIER$HP D87695. PqABi B.YJ935. Pq.9 O z � � � � � U V � �� �/� � 0� N L -�� � �. o �� -a� � S 50 -BL- 179 aw � � m PROJECT REFERENCE NO. SHEET NO. �o's�. ��-� � ; � � � �, � �n -BL_ BM tts� R-2814C 5 �q�9� /� �\ Jy 2� . r r..:\\ 459.4���EFT.76 ROADWAY �IGNEETNO. HYDRAULICS \ �..� \�\ �S�Ta.ow. ✓�< .�� ELEV. Q�q 7g, ENGINEER ENGINEER � F r k v� /� t, ., � � ���� ����, - � � , Y K `` �'� �., �� pS`L��� FRELINIINARY Y�Il..�NS �V� VK � /� Y`k r Sl� DO NOT U9E FOR CONSTRUCTION \ / K r � � � /� � yy -/ � I �P� i � �� - �� � � � r . J DOCUMENT NOT CONSIDERED FINAL � 'i � UNLE55 ALL SIGNATURES COMPLETED / O \ � i �; �'OND �,. / / II S r �/ � � VASSAR P. SIIEARON � OB 5069 PG A80 �- � �8 , � � ; ��,�,� 60 1E11 LFE CEa1RCN �' ` i� r rK O� OB R95�PG � CY I� �/ I�\ HrR � BM t005 PG 570 !.. ��. N�ICE FOREST FARYS, LlC � �'.. � � \ � �� pC .00 -L- �... � - � _ � +26.00 -L- +47.00 -L- 130' LT $PECIAL CUT BASE DITC WNSRM • � � �32, �T 73p' �7 SPECIAL L4TERA� 'V' DRCH ���.. SEE DETAIL I SEE DETAIL F +\ �� � N a /w/ SPECIAL CUT GR455 SWALE +45.00 -L- `� \..! �_...� o' o"P � SEE DETAIL E 116' LT +90.49 -L- 49' W +66.00 -L- SPECIAL CUT GRASS SWALE , _ �n a � + w +24.00 -L- ���� �T o4"i � PUE 116' LT SEE DETAIL E \ .. � � ���_ ... + w `�"� � " 116' LT PUE �— PUE ZO ' � �� � � q CESS P�147T � PUE CHORD R �T 125' LT SPECIAL CUT GRA55 SWALE .." •. �� Y P F/ o C ..L SEE DETAIL G PUE . m +so.ao -�- �� PUE P� os, p ,� � �— ` � <— — -- — — r ioo' �T PUE � /x�� C_ �� � +75. o-�- eNo FULL OA PUE � PUE R _ u7.29' C q\ j� � —�— 4' PS Z E �� , � T � BEG ��� an ��E�Z� PUE PUE �� PUE C — C =�x /�' �' '� aa os�a W PUE � PUE � \ C C _— _ �_ _ .__ — e � �-�i`dt" — � i 9 � 20'R � � W U • � � — � REMOV O� To R/ � 6 15' � �� 050 _s-_ _ 2' P� � N_ — ies o' ��> �' _______— —_— — ---- —�-- N C� � 45'R � O __— --- --- � ,�, � ` P + o — 050 — ---- � ----- — --_ _ _ �° D w CEO� V �� I- —�—� 2GI O50 / -L- 7 — 'RCP 2GI �DWSWALEDIA ��� _ N 8s __ — —_-� _ _—_ -- is•RCP s�i — -- __— � —_ N -- _ � '" MoveJ��'� PB N O� Q 150_TAPER_—_ _� aso v � � P � O �$pFiALT — � 9/ ��MB� �6 PR � �—REMOVE �� -�- � O 1 _ I � � 5 + �' I TO P —�MEDIANAV DITCH 12I� 4' P -1 a � �I � r ' TOE PROTECTION 20 R O R � / � 3' II -- I F O � � REMOVE DI � I � SEE DETAIL J � C � ��� (/i N �� , LL o,g 20R £, ;, � � c i�F — C R m a_ " o 050, _, F i' CHORD m �R F ,5„ �— > � — � � � F� PR 0 O _ � vu + z ' I � S(�� e .. +z N N 2O�R � C 050 C ' I ESk �NT " \ �5� I +90.49 -L- TOE PROTECTION N I � <- io " —' - I "-�L- IHI W A�` �' SEE DETAIL J = � — N � C o U I O50 , � \ , � 100.36' RT rn � 4, PS `� A �, ��i � 05o C � i , LL i�� •, .� w� i � , O m � — _ � � � � o A CE55 PO,INT ` \ � � ' r I � 425' TAPER II � W � m; 1 1 � s �� ' ' � �I I �` E.C. LU1pICW z m W AQCES� � Z A P OE N T 1\ ` �`'oc's_ \�\�` + � I E� �J �\ � I� II .. • LY 9DT5SS PG ��� O\ � N POyNT w SPECIAL LP,TERAL ' GRA55 S�MALEm •n J: ' � � I� .• � SEE DETAIL D s \` . I HTR � J "' LL � SPECIAL CUT GRA 5 SWALE I I y ' � I � � ' I SEE DETAIL E - B L- I H O � b'X7' RIP RAP PAD \� ` � pK E I a� w I � �� 8 SY� GEOTEXTILE � � � � f� y`1 GEOTE�ILE B i� SONS U pa Q(�Q RIP RAP CL B � 1 I i „ I Q � +85.00 -L �/ 2 TONS 1 O Y� RIP RAP CL I � , r '. GEOTEXTILE = 7 SY +75.00 -L-I EXISTING � 1 10 TONS L I , I� S EXISTING ILW � END F�ULL � � � > �� � � I C�RL CLE►N BR�DStER GEOTEXTILE = 23 SY � • ' � � � BEG FULL C/A � � I � d LOU �M') BRADSIER I� I � � � / OB 7023 PC !6 � , � `s � 1 I I �� � 4I ���f �r � CHl I • " 48' � / �� . : a� � I SPECIAL CUT GRA55 SWALE / � O � I SEE DETAIL E � � I � I � � � / / � � �5• RCP = � O BEM�E T. BARHMI � of � �? r i/ ❑ � oe so� ac azi �i � �,' '" I ° � � �3 �? � �i � � � °4 � i � � � _ - , 6 N '�� � O I ' / • I = � -L- / Pls Sia 6i+p4A3 I 9s = T 38' 22A' Ls = 320A0' �`� ti`' LT = 2i353' I �,m�� ST = 106.85' � � / I I/ SEE SHEET NO. 30 FOR -L- PROFILE PROP. TRAFFIC SIGNAL � � � L Q U V m �� ��, ':� o� N �� -�� ��. o �� ; �� � �s w �a�o ry ar� -Y - � .ww � eu vc rro ez� �T �a� �T � BEGIN CONST \ p(�F 3 E%. +12.85 -Y6- 969 Pl Sto 24+q7.67 Pl 510 26+9392 Pl S�o 30+00.39 � � 8,.48 �T p= 6i33'025•tR7� �= 69'08'/9ltLTJ Q= i8'29'u.6'rkT� -Y6- STA 17+83.00 � � RE"�YE {;� o� A � 4;� D= 38'ir 499� D= 38ir 499� D- ir27• 33A� L = 176.85' L = l8/AO' L = /6/33' +�e.00 -ve- � � � � F �``2 �} 53' RT � / T= �0032' T=/0336' R_ 8��, ex.ww \\ y�6+� c � °,�, SE- ��� PLANS SE ='��PLANS SE = SEE PLANS +ss R o -ve- �\� � � ' � �zs +67.00 -Yb- QJ� \\ `� 4 13 5 81' RT C �\ � 70?LT3 Y6 � O +08.00 -Y6- \\ I� �pA �� �* NC 98 �9 RT +05.00 -Y6- �y C.`�' �` � qti 209 51' RT F`�2 � 8,253 �t� 10.00 -Y6- O Jb \ � bb 1 474 � 50' RT �� � \ 8 900 � 2,344 9 353 Q Existing RNJ q� 12,900 � 13,613 /L� +35.00 -Y6 x \ [\\ 1124 PROP U5401 C� 45' RT ,,I C7�S EXISTING RNJ C � � - 1140 135 '7 ROADWAY CUT p � � � �� $ DITCH W?SRM �T �h � p.Q SPECIAL CUT GRASS SWALE W?SRM qA�c � 2016 ADT � SEE DETAIL R 'Q 2036 ADT 4992 � yqg BEGIN SHOULDER BERM GUTTER y \ STA 21+21 LT. - BANK STABILIZATION q 10'x6' RIP RAP PAD CLA55 II RIP RAV=12 TONS b'X7' RIP RAP PAD -<n �' �. � � 3 TONS CL B GEOTE%TILE=30 SY 2 TONS CL B .- „� p � 11 SY GEOTEXTILE SEE CONSTRUCTION SEQUENCE b SY GEOTEXTILE . EIp S �n 5 BANK STABILIZATION _. O�, � FALSE NT GRASS SWALE 41 TONS RIP RAP CL II .� FG NrLi�M ZEB NwiARER SEE DETAIL AH 63 SY GEOTE%TILE _�( � P�ULNE R. NNTIKER +60.00 -L- EE DETAIL BY E%CAVATION \\ �� PG jj§ 120' LT 56 CY DB 17� PG 8T BEGIN SHOULDER BERM GUTTER END FULL C/A � �` � STA 136+50 L7. END SHOULD R�/ Dc, +58.36 V'6- +90.00 -L- BERM GUTTE� 86.35' 120' LT SPECIAL CUT GRA55 SWALE STA �4�'�S �T. `� N W `k � � PROJECT REFERENCE NO. SHEET NO. - SPECIAL CUT DITCH WiPSR S��' �- R-2814C �� � SEE DETAIL AE RM' SHEET NO. +27.06 -Y6- M ROADWAY DESIGN HYDRAULICS -y6_ 7' S��� GV.f2� ENGINEER ENGINEER +69.2 -Y6- SPEGIAL CUT 9�� �T GRASS SWALE WiPSRM SEE DETAIL R y l �" RIP RAP CL B- 2 TONS �eorexn�e =� sv -T T 5/0.2/+7637 FRELINIINARY Y�Il,.�NS 6�X7' RIP RAP PAD � DO NOT USE FOR CONSTRUCTION . 2 TONS CL B EXCAVATION t8 SY GEOTEXTILE + 00 - 6- , LT 34 CY � TOE PROYRCTION 0' LT gANK STABILIZATION �EE D�'All J �5 0' L �. � 33 TONS RIP RAP CL DOCUMENT NOT CONSIDERED FINAL � �' 71 SY GEOTEXTILE �. � �t- � ,� � � � +a5.00 S�E DETnIL Bv UNLE55 ALL SIGNATURES COMPLETED `� �. � � � � `� � �k 62.66' LT +78.039' LT 14 5 ,� �' / 78.94' LT / � � � / / Q� TOF o � � `N ~ TOE PROTECTION � 3'f F�- `F� SEE DETAIL J +63.00 -L- 1G� 6'X7' RIP RAP PAD Ol' 139' LT � �/ 2 TONS CL B � 8 SY GEOTE%TILE � TIE TO EXISTING SWALE - r 67.00 -L- � � 69.76'LT GRA55LSWALE WiPSRM � r G�U 3S� \�� SEE DETAIL R } � � ti r`�' \ -L- POT 510.143+56.62= � � -Y6- PoT Sto.25+55J2 � ~S' O � END SHOULDER BERM GUTTE F \ STA 22+95 LT. O BEG FULL UA SEE DETAIL G �� �e � � � `� �, � 6 +oo.00 -�- r - SPECIAL CUT $'aRA55 SWALE WRSRM �- � \ 120' LT RIP RAP CL B - SEE DETAIL,R � '� `COI,DEN LE�F P RTES, L C i �. SPECIAL CUT GRA55 SWALE 2 TONS '� BANK STABILIZATION . , � � � ,�' SPECIAL CUT GRASS SWALE SEE DETAIL E GEOTEXTILE = 7 SY 21 TONS RIP RAP CL II gM �'� / \ QB I�Q > W SEE DETAIL E 64 5Y GEOTEXTILE � � 5 pB i�s p( �j D W R C C SEE DETAIL BZ � '�K .. �y � � � ROADWAY CUT '�I 2 C � -���� C E PROTEGTION � E� Fence � � EMOVE 6- ` D��RCH WNSRM � � (/� �_ � 5 DETAIL 1 �yy 10'x6' RIP RAP PAD ,�e � 00.00 - \ � VEE DETAIL AI _� ` 3 TONS CL B �e 71.93. 1118 120' � �� �� _ } � � � 17�e5Y GEOTE%TILE / 12 LT GRADE TO , i W � > �� F� / F - � � � N. C kDRAIN � C ,\ 5 \ 120'R + j r �ol �� �� zFi \� �� � � O o 0 N` 4 ` � o po 1103 0 AT'� llil6 . � 7107 // 2GIm A 350 -3 ` �&� PG il� \ �� � \� N m � v � O �� � 15" ft-V � TOE PRO ERION RI p�� � B 1117 Y � � ER \ \\ \ \\ \ � r � C� . EDIAN V DITCH � `� � SEE DET�AIL 1 �' ONS o , \ DI � � �� p� � SEE DETAIL B � / . GEOTE = 10 5 M } 5' 1120 3BSr \ I � �' N r ' _� nzs n� � M r Ps � no, z�� too� , r , w�s- - , E , , > D a _ - zo- > � , , - - ..� o� �P� � 5��� �� R . .. .. . ^ ,� 7109 i 1110 " CP-V 'R � J N N ~ �BEGIN SHOULDER BERM GUTTER --� N / ,�.} �� �: DIAN V DITCH u5 40i 26'BST � 20 R REMOVE �� � � / 1" RCP-V ;� 1112 1113 DETAIL B �/ � STA 133+75 RT. � � � RE OVE � .02 � Uj -- -- _- _--- ----_-----_ ------ _ --- --- ---- -- - - - - _ -__ - -- -- � I �- - 4' � J 4' PS � O GaaU 350 T�-3 105 , 7104 TBZ , ._ . �8 - �A m4 � � 300' LT TURN TAPE - � 1 o c 4'R I � - - � � + FS REMOVE � �� $O' O S � - END SHOUL BERM GUTTER \ � � � O � � , N �. (� � � - v .. F I STA 138+25�. o _ _• � � , \ 0 � W � _ _ < �,r I � Z -- C --- - C � \� `' � � � � ' /��- �rN� C -�� �_ _� � /� _ � �� - - s� a �'J' ° s / \ N J � � „ , o � ,,3 � m _ �z ows E / _ _ � � _ w ,i � +sa.00 -�- R � . i - m � \ * \ ,� T ( � P CUT G S SWALE WiPSRM � +20.00 L` E 110' � 110' RT o x � � � `/ 5F E IL R � � �J� 10' RT END FULL U /��/ m $EEC�ETAIL�AE ITCH W? R\M �o \�\ \� (�') Ag�N� TOE PROTECTION iz0' RT� +84.00 PUE � SPECIAL C RA58� S LE \ � \\ _ � .� +20.00 -L- SEE DEfAIL 1 / 110' RT � ;� +55.00 -L- 10'x6' RIP RAP PAD � I�' � SEE DETAIL E ' + 0.0 -L- 170' RT � � � ,� 124' RT ,� � ��z°, RT 3 TONS CL�2 � �3 I I �E � ° � \ - 81.00 -L- P � m no Rr izo- ar � .� -BL- 192 � � �� e n sv �eor�xrae a� er + o.00 -�- �3 PUEo � � 3 0 � -' BEG FULL C/A I � � � Q "' � 1'25� RT s +00.00 -L- �l\ SPECIAL CUT DITCH � - '� ,� '� �/ � � BAN . I 7 E PROTECTIO � � �25 RT � � SEE DETAIL K -- ( � � - � 5- p `� 28 ONS RIP RA - L II � SPECIAL CUT GRASS AL�WiP RM � ' R4PICL B� ,� �' / SE �'D � SEE DETAIL R � I I �� � CT UF � . N 2 TONSI J `� 10 SY GEOTE%T E ,r:7 � _ GEOTEXTILE = 7 SY �-'��� � "� .� - � SE DETAIL BZ - W � �� I � t`� I 1 �' �,, �', O +06.76 -L- +25 22 \ \ .. � II . �'"� � + 0.00 -- . �W �m 186.28' RT 178.59' RT p r �� i ��'`C �k / �r� 5200w1 � 110'R7 � � - l�l � / \ +99.93-L- R28I4C- 32 UF � , � �7 ' � \\ ��' . / 25 /-� �' 110' RT � �� 194' `W / /t-y=7 � �/ - 169.88' RT �20'R .._ �w 194' RT � `Wc'� C, ►(�.0 zee MTA �'",;-, � \_ - -` ��r�� � -� , - - - _ � � +�,.s\P Dm r . . . . _ , . \ � . . . . . _ P �E R. � `'j � - � -re- !05 PC ! � `-' �j �3 � _ _ - o � � � / � \ \ � \ � NILLWI ZEB MHT�KER 56' RT �.'°� - .. . � S � � �Tl6 PC 8h � � � � � � � � � \ P�ULri R. wMTAKER - �"`" _ - - F � , fY6- PC S�o�5+9056 � � � oe e.. Pc :i. - - - - * ,� _ - \� /f -------- '-------------� � � l� � � � �n . I�_� i m ❑ � � � - - N 29°58'2 E - x W / , - l:'J 526. ' W � ��: � m � � � , ,'S ,�� -Y6- PT 510.27+7/57 PAVEMENT REMOVAL SEE SHEET NO. 33 FOR -L- PROFILE SEE SHEET NO. 44 FOR -Y6- PROFILE SEE SHEET C? THRU C? FOR CULVERT PLANS �' PROJECT REFERENCE NO. SHEET NO. m � R-2814C 13 � \ RM' SHEET NO. ROADWAY DESIGN HYDRAULICS \ ENGINEER ENGINEER -L- 1� O �� P/5 S�o /68+38.83 Pl S�o /8/+74A4 �� O 65 �/'29'59b' �. 24/9'491'fRT1 �O� FRELINIINARY Y�Il,.�NS \ Ls = 300A0' D = 0' 59' 59T DO NOT USE FOR CONSTRUCTION LT = 200Ar L = 2.4332r �g SE a �ErP[ANS T = 123522' `' R = 5J30.00' �`� \ SE a SEE PLANS �P.Q DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED \ -L - SC Sto.169+3882 \ \ � SPECIAL CUT GR455 SWALE BANK S7ABILRA710N .��--� SEE DETAIL E \+49.00 -L- +70.00 -L- CLP.SS II RIP RAP=10 TONS � \ 195' L 195' LT GEOTEXTILE-25 SY i��65.00 -L- SEE CONSTRUCTION SEQUENCE � ., 120.98' LT 136' LT 136' LT ' -BL- 195 � �zs� ; \ +08J9 -L- +29.31 -L- � � 6 ts.t9' �r 150.84' LT TDE TDE +aa.a2 -�- TIE TO EXISTING DITCH CLA55 B RIP RAP =30 TONS �z�� �T TURN OUT DITCH GEOTEXTILE =65 SY�DEN LE� ��Rr�s. ��C �ZQ �T BANK STABILIZATION 125' LT CLA55 II RIP RAP RIP RAP =3 TONS STANDARD BASE DITCH OB KNG PC S� EST. 70 TONS � GEOTEXfI�E=10 SQ. YDS. SEE DETAIL AL pB �� pC �j SPECIAL CUT GRASS SWALE LATERAL'V' DITCH w GEOTEXTILE= 80sy � (V SEE DETAIL W SEE DETAIL CB O ��/ � 15 � 4O � SEE DETAIL E +45.00 -L- SPECIAL CUT GRA55 SWALE m BL- I9G .M�S E. {JIqE�O� r 120' LT +55.00 -L- SEE DETAIL G �,� �e _ 164' LT 120� L7 +38.82 -L- TOE PROTECTION � � � .�CK P, W .. .. . 164' LT � m 120' LT CH RD SEE DETAII AM w�e TD� � D � � � ���� ��� � i� J� � W R � ��/ � '� � / T _ / ,� G T E PROTECTION �k / y N C � — — — C — — _ �� � � SEE�DETF�IL AM� � / } � Z C , .. .. } = � � � Q� '�- — _� . . . --. ._ ':', � �� . Q . . . . , ' > / � � � in iL ' , ,--'—> FS .. w > � 3:1 � � �e � � F C � C C rn GRAU 350 TL-3 � LL wN > > O � m o � -,� / � � F -- — � 4' PS 130� � O 'Nc Cni-1 N O 4' P$ I O , , . 0 I � ,� � � -' / p E%CAVATION ^ � � Q `� U� ' . �. .. .. o.. ,� � � w EST. DDE=3 CY. � y �� + � � � � � F� N � � E N � � 2GI-Type D � Q� xi ri aiw ��.YP —x-- — -�5" RCP-III BEGIN SBG STA. 166+Ba � � � � � � �-- � _ - - .. d... ..2 P$ .. N JV Z7���E 1304 2G 2GI SPECIA�lATERt�t � GRAS�S ALE w S r F REMOVE � AIL > Ob � Z, P v � _ --�� � ---- __-- — US 40i 26'BSr --= Q ---- N =-- o --- _— � � o l � � REMOVE o _ ---_---__ W - -�� � T W REMOVE N -��,_ J (n �y N REMOV _ — �y T r � . _ * _ ' �" SR OR °' bR � i� 0 m• r * • m J I� � _O �. _�� � 6K -K 71 . .- �18' GP� 1312 1311 �$� �I ftCP� 4, P i O � 4�PS i3o3 y � � — — .. _ . ._. .. .. .. _ �_ 50'R 1307 j . > — — x F I � �'� EiP \ i�(v�-� ti, � To rtiw � N W —�-- �_ -��ki5rw i ��� C O 1 1£ - R 1305 --� � p F� � � TOE PRO AE@fl�- �- \ i/ 6+ C / y0 C. �- — rn w C �� Z � _- ,M---�,, -� � « R \ 9p W/Z -� � �Z w C — -- - "J . .. .. ' .. .. .. .. CL455 B RIP RAP . .. �.. � '�� � w A 5 - INT .� 4 LL A ESS P INT �+ TE T � w Z N 2 — 5 TONS ~ ' v � / �e � �D S�BG S 1 8+84 \ / T VGEOTEXTILE = 14 SY ' G � WE L � ACC SS POINT LL L UE PUE PUE PUE PUE PUE HTR PUE PUE PUE pUE � U N V �� P�E .RU� 1 PUE �� PI�E � m \ -PUE a Z P� N� �E fly ,._. . . ' O• �z, : � I � � S�k � � � � - - _ G + w /-� �. m ��3.�8 _�_ � � � W 110' RT � � - CLASS 8 RIP RAP y ' SPECNL CUT GRASS SWAL SPECIAL NT GRASS SWALE 3� � I BANK STABILIZATION I I � � USE CAUTION IN SEE DETAIL G SPECIAL CUT GRA55 SWALE � SEEN�AR� BASE - GEO E%TILE = 5 SY �. I � CLASS II RIP RAP +38.82 -L � � SEE ETAIL G THI$ AREA DUE �1 SEE DETAIL G DETq�� N ��TCH K��Y BRONN FpRp EST. 70 TONS 110' RT I ��� /� TO SEPTIC FIELDS. ,� +50.00 -l- .I..38.810' RT O � 3�TONS RIP RAP \ w C� � F� -I � GEOTE%TILE= 80sY � CON� O / � �r73.64 -L- � 110' RT p - � ��pC 3' 24' �MP � � EXCAVATION SEE DETAIL CB - r r-� MTW� GEOTEXTILE - 10 SY SB 205' RT TDE ~ I I EST. DDE= 55CY. a N W��T �p O / �\ \ � 133.90' RT -[- TS S�o. i66+38.82 S/ I I � � i �� � +15.00 -L �. CLASS B RIP RAP = 5 T NS N`L�AY jEB wMTAKER TIE TO NATURAL GROUND 170' RT �. . I GEOTEXTILE = 14 SQ. YD . I � a� �q�� 1 W�� i2�6 PAk� R. NwiAKER 205' Ri v I I 2 � 0�8i7�l6�B .. .. � I I pcas / 1 °Oi S / � W , - In Pl1MP5 � / /� I I U/CAN / p I `, � ' � � q� �I � ' � � �sMr�eus i � ExtuEt5�oN5, ut I iseKsus � / pg M85 PG �B9 z I II �j B11 9i PG 239 �� 38 � - E� �50N�.L�LC BY 97 P� 2!9 N 34'S2'37' E zta.7a c m � ri L Q U V � N � Q� �0 Na �I I SEE SHEET NO. 34 FOR -L- PROFILE 0�0 SEE SHEET C? THRU C? FOR CULVERT PLANS � PROIECT REFERENCE NO. SHEET NO. G' � R-2814C 15 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS . ENGINEER ENGINEER 190 _�_ 195 �^ � Pl Sto l8/+74.04 Pl5 5�0 /94+72A4 �� PRELIMINARY PLANS �= 24/9' 49l (RTl 9s = f 29' S95• y DO NOT U56 FOH CONSTRUCTION D= 0' 59' 59T Ls = 300A0' � L = 2.4332r LT = 200Ar ��, T= 1,23522' ST = i00Ar Q SE- 55E � ANS Z� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ti_ �� -�� �.:'r � � �\ E� � � � �� � � �����,r� � �� �� ���� � � � �}�� � � '^, ��.;;�v � � � � ��� � �3 � 2 O 0 � � � � � �� ��� � � � �� �� � ceaoe � 93 ��399 �NN � � � � �� � � � � i � � � � �� � PB 9T PC �71 �{ � � � ��`.� � SPEQAL LATERAL 'V' GRA55 SWALE v,vPSRM �' 6 � � SEE DETAIL C � 125' RT SPECIAL CUT GRA55 SWALE c'1� � � +72.03 � � � J��" SPECIAL LATERAL 'V' DITCH �} �U, SPECIAL L4TERAL 'V' GRA55 SWALE w/CLA55 B RIPRAP SEE DETAIL E ��,'� � � �25' RT � �� �� SP�AL TERAL'�q' GRASS WALE SEE DETAIL AO SEE DETAIL AP SPECIAL CUT DITCH w?SRM � d �,.�` � 5@E ETAI�. D L r_�`.._ I�� SEEDETAILM a � � � � E� �� �y t, R �� CHORD ' rr1 M'��/n,�p,N GR4S5 SWALE � � � � .. _ . � ``f � SFE'DET,AiB,AQ � � � 'p W C B RI RAP �� � C �3 � , `" C 5 TONS __ _ _C _ � C � — C — — C — __ _. C �� C f�'� ^�,1 � W C GE�C ]"EXiiif= 14i Y _/ i } , T _ — _ ` a�— �� _ � - y N — — � � � O � 3 �- ,;� ,�`` �;, � ,�� � — r ,so3 � �} ��� ������> > Z y MEDIAN GRA55 SWALE wrPSRM N � �1�r`�i,�. FS 1504 �` ` Z W MEDIAN GRA55 SWALE w?SRM SEE DETAIL AN � t�� ,,�, �r�- �rv O �� T O W SEE DETAIL AN 4, PS _ -l� 1" - , � `_ W N � ^W �y o H�, f" '�"' �,� — n� rs I �- � r � � 150 � � N . � . . �?-�- o � o . . -,.; - �Wz: -vn.v�v' "W� i' � c,1' Q o �� � � � _ —_ . . - . . ��:�-w - O�`^�r � �� N 4 � — . . r,:�,rw-�'�"'�t`'� ..�;:r4�w�-wn-:;^;��:.r�:.�:r-' � 1.:�"_ N w - .t�.� — i/I � � F � � - .. _ .- - EM VE _ --- --- �� --- R O - _ _ ---t-=— —L— N —___ D � _ � � _- __- _ �� _�---_____- ---__-- -_ - -_ r .� srw�;�„r`.'r,., -- Q -- —__ -- - _-- — ______— �P _�'"n'��-`^ m -____— os aoi sasr � 3 -�-- ___ �� � tso �� � v 2' PS N Q — ==—�MOVE —<._ - � -- -- --- -- � ¢' RCP . _ 4� PS � � � �� MEDIAN GRASS SWALE �9� O REMOVE _-- — � N REMOVE � —��— � I - I�" RCF REMO E — .. . .. 'o SEE DETAIL AQ .. � N _► "' '—�,�'�O s'�Rc � ~ �` - �`�-�`l,-'�� ,rwr-�..��r 20 IA I . 0'R a. \� ��, - � �r.�r``•r'-v- o �� Hw � ie �P ,— �. � ♦ � - ism �so9� a�nnov� . _ � ` � � � � �� �5n �� � 20 R � � 0'R . 0 J ` � � �tP eenn�ve ��I �F�-_ � �� - � ' � C � w � � _ '� ��o�c� — F � �_ _ _ isoa °�� � o ��� m wc _L:r'",-r' X—� 1ffi' REMOVE � ��' 6 15�2 4' P$ �%i +=x �J r.3aa� w��. a I c2 � i ' C t-�, , , �sF� F — m �- _ �� � � I I C � � � � '?cnoao �' � a air w.rC � T eennovE � I� J� � E � � � i � � i I s roNs �� C � , � �E , , w qg , , � �„a-Rr � O � �� � � � _ , � �� �- �,E z �� z � E � w �a +bo.00 -�- � �l� PUE ceore ,ae= u Cn � E �, N -- � LL , LL AC E55 POINT ` 110.83' RT � LL Z ACC 55 POI . _ AC 55 POI T o � \ m� 00.00 � J A U E S EL R O Y B El 121' RT AC� � P I� w_- � -"���v V ��,.�.i � P U ACCE S EP N nm � PU � u LL 1 _-,_ __ i6 � � I � w CNPoS DANiEL RAaER /� � m ii ��r ESTHER B. BELI � \\ � � - w +m STEPFiANIE RAPER cH \ � A t a� pB q5 PG �66 � +6s.n -�- � \ � � �R _ o o _ , � � '� z � +m � � �� � ' ��w� o + � � �J PB� 97 PC �� �� �`�N � C+l+�� � o � PB 2 PC 160 �. � ,� -�� ` �' �+ � � � 120.98' RT -p °' + }. � ' { + =� I ,ri_� � �� � � J`�S ..,J'`Y" m 110'RT �� � � � \� � � � ' �� \a� izs r I � �� €�a � ' �,`%��s `> -L- CS 5/0. l9 � 72A3 � �.;;r`^'� +9za� -�- � iz- eca� �rn�N t �' 1 � � � � �`� � t� � �� � o'�,��`�� A ,,;�'" � pUE � � � ��� 'z � z y€� � w izs.os F� �,,� �, aKo JOH h.0 � ?, � � � v � � � a.t� ,�� � � +ss.is -i- � �r c � $H CL� ' � f3 � � � ? �O � rr���~ +85.33 -L � z PECIAL LATERAL 'V' GR SS SWAL[ ' � � `�'� 201 6�1'��r.ur�. ����, 3� 48 " � 1 ,� � �� �\'��n \\ ��'-v �"�� 194.54' R �''T� EE DE7AIL D �� LEE L.Si40N 1 � RETAIN �n, � � y, \ C��CtC� \ -BL- 2OO � -- f t sve IAL LATERAL'V'GRA55 SW�wmsw,a \I � �L� GONc � A� ViRCiMA SiMON x � aso' � ���� �r\�i^vos see�oerni�nn � a so�� w� oe wrb Pc eez • �_—' ���, t � � -���_� Pe e� Pc �s � �s i �— _ _ � � s o �. � � �? 4 / / � s � o.00' �� �e - � � X � �5 c 2zcR � s � ��, ��P�� �� �� / `� ° s X� � � �- - s � � � \ .. - �izZi_r_�`"�1'rr"'�� �� � i �➢� � � y � ti i €:� V � � N�c � �� � �ggg� A �"�r�`-`�'� / � � � �fl {��y6,E eerniN � �� � seo°se��e�� \ � V �. / I'^ ���?,,JJ�'a�/%9a�3' � A iszi�� � � 5� SPECIAL LATERAL'V'T�SS SWALE wNSRM / SEE DETAIL C� / JA41E5 ELROY BELL, JR. SPEQAL LATERAL 'V' GRASS SWALE w?SRM / ���� SEE DETAIL AA • o� � o. W c S � 26q�� m \ i� � ro o \ o LL d oro SEE SHEET N0.35 FOR -L- PROFILE 2� N� ��1 �o o� ocr O � 29 �/ \ 230 N'2� A° s 235 / � w. �� �B' SB.�9. \�� � -L- Pl Sto 229+02b0 \ � _ /l07' 23F tRT! D � U 59' 535' L = lJ/435' T = 558q9p,3�'p� \ � � � SE- 55EE PLANS � � � � 60 � \ � � � � ���, �. �.�� � , 1 1 -BL- 204 oe wee �c qs � i I I ,� wiF 3 SLOE 90iZ& � - 62 �ea. � ss 9se � I I�� AIAPqALE NVESi1,ENT CHOUP, LlC �, � -�� � I I ; I � OB �2i� PG 77B +39.00 -L- � +60.00 -L- � 5Fj 153' L I� 153' LT � � +71.00 -L- 110' lT 142' LT I n I I 131' LT j�R�AIIE BROTHERS �LC \ I � � � CLASS B RIP RAP pg 1958 PG 7W - � I I v', I 3 70N5 +98.59 -L- \ p B j O Q � P G �n � G E O T E X T I L E = 1 0 S Y 148.00' LT �- I � I I I 134.00' lT SPECIAL CUT DITCH wiRIP RAP 66 �, � �W � SEE DETAIL AJ '22 � I o I u SPECIAL CUT GRASS SWALE r \ .- I m '� LL SEE DETAIL G � �- � LL \P�U �E P PUE PUE W BANK STABILIZATION � j � A�ESS POINT+ ACC 5 POI +58.01 -L- W SEE DETAIL 8M .. .+ � R � 110.00 LT '1 y wi�T � . .. TOE PROTECTION �- C 1810' � C .. .. . C r N . � - SEE DETAIL AT _� � - � � � � �— '—��t� �' ' `^�`^„�"' 7' LJ.I H,N ie• P W . . . .. .. .. .. .. -- �- _. - �eeMove3o,R = 3o,e . N p c�s� —�----_ ��— — _ -- -- +� -- � — — --- � o � b N REMOV Q REMOVE o \ J � �� _�___-�Fo--= - -----_ _____ v .. � ni ° � Rc s�' �40 / / ,�0°1 � / �� I 5 �� / Q.O � � � B / /.. � o / � PROJECT REFERENCE NO. SHEET NO. R-2814C 18 RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FI81E]LINdYNARY �L.�NS DO NOT U56 POR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED / 64 � j � _�. C�RLES E. Srpl[R�elO / �__.� OB B�S PG 569 \+ ___ _ J' ' / x . . , . � : e� . +00.00 -L- • � -�- 750.00 l CLASS B RIP�RAP '` Y `' ' \ I 00' LT / • : • , 110.00 LT y •2 .TONS 00 �T . . ' • ' : � +oo.00 -�- GEOTE%TILE = 7' S . • � � - - -wLe- _ _ - - - - - _ ' ' I 150.00 LT -BL.- .2�5 • � - - - - "`a- - - s�naoaica� sti DITCH no.00 �r � � � � SEE DETAIL N � I Y ' , , _-� E E SPECIAL CUT GRASS SWALE • W e� � SEE DETAIL G � ,PU '___ PUE PUE PUE �r_— p P E E PUE � ,� y — C m C r — F F i —� —�.— C Z � rn— — — — — — — — — — — — — isoa � �= _ 03 � �� 4'PS � --_— o --- o � p. ------------- D __— _____ _ � ___ --__ N __�__. � 7 � � � � � _ _ _ - s�.. � � � - _ � V' IV ' �, � 2GI ID� 09 � wie T (V ... - __._._.�. i� � _�EDIA��AS SWALE � -REMOVE � I X�X48'V_INYLX I I� „ ivN � �— � N , REMOVE �I 1807 2GI�D� .. .. .. .. '.PS.. .. .. N 1 0 � � o� � . � � qo, — — — -L- � ��► � � . • ' Y� / � � \ I ^I X , X N iO p � X I I Q MEDIAN 'V' DITCH � �� W N U � � � 3 SEE DETAIL B � —, � 4' PS �\� ZO'R S z K O 20'R 20'R MEDIAN 'V' DITCH 20. I� x _, O J"� � : ` : ' /� � F � — — � — — -�\ \ 1811 � x� 1804 ` X 9� `� 1612 S`E DETAIL B ` � � ' \ 20'R � � � 4' P$ O I � ` . ` C ' C \� _ � �- � � X� \ _ � � 2 _ / SPECIAL CUT DITCH � � � � a p — -- — C C � C � F � — �� w_ — — — — _ rn SEE DETAIL AU \ � _ ^� .F F W . ,F TOE•PRp TECT,ION R I � rn `$EE DETAIk AM U z w C � Z � SPECIAL NT DI- H \ w SEE DETAIL AU . � ISF� w - a W X— I V �j R J � � STANDARD BASE DITCH � � I W SPECIAL CUT GRA55 SWALE Z / W (T/� �'� �� TDE ? EES�COINT " ACC�SS PO �" SEE DETAIL E CEI S PUINT " ' T , � SEE DETAII N � / / O1 � � -r1 £7 iSFO N o � � � ,A� S � .. ��5 4o3a'S2' y J� lT \ + Z W / '^ Bc.) x— . . .. .. .. 78.98' rn U 61 � i / �+°' � ' � +m -/,� +w � � "�'� i � +5�.�� -�- ��0��0�-RT 5 � , � no.00 ar PATSY C. CARiER � ' sa.o0-i-i �-� �� / � I m x x �A I 137.00 RT 137.00 T ��J PC jQQ \ � 110'00 R'T CAN� -� / I � � �X�JC x 5 3b°i8'36' W � � �S BANK STABILIZATION � � _ � • � - - � 65 � F>G � G SEE DETAIL BM 25FD (�� X eo� MT� I ,�ACK R, iFIpyASpN � � � � oe a+s Pc ooa x wsa s. rr,re�a�uce O �O� caN xX x PRi SLOE !BA I OB 1W7 PG I!i d s� -L- PT Sro +58A1 �, eu zoor �c z,i CAN J i�ERL�KE BROTIER$ LLC S S isFo �+_�+/ � I x � P DB 668 PG 300 • � . � 1 PB 200� PG �22 a x � I Hra � � .. � .. .. � S I�k� � �x q8. 3S ELEC I m � `W 5 +/ \�\ � X E`X �' k/ x x x x—x—X—X �1 X X� \ \ I � 63 B I s ac i �E19iEL �.NOr�E BtiLE .i. NOr�E DB 4f1 PG i89 PB 99 PG !M � m � ro - L Q U V � N � Q� �0 � Z,�p.42' W �a S 26q59. �� SEE SHEET N0.36 & 37 FOR -L- PROFILE � �o Up o�j Z2,��� A2' W o� 2' Z z C � � U N d U V � �� �/� � 0� N L -d' �/. O 41� �� � s 245 -BL- 206 PROJECT REFERENCE NO. SHEET NO. R-2814C 19 RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]�Ib]ELINIIIN.�IB� PQ.ANS 00 NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED � ���',' \ � \ I � o � � � � O � � �/� \ � �\ \\ N ZSaZOZ E � � � � � \ � � \ � ' - 5 . c� �3 � �� 1 � � x _ _ a � � \ � � � � ` Es e. Kuu+o � � � OB NS PG 9 SPECIAL NT DITCH . �IAN V DITCH wNSRM f I / ZSE� �LSO OB GOO �51� SEE DETAIL AU SEE DETAIL AV I �— K L s . I � � � 64 I 1 \ � \ Eiq � � � ,{`.l + 7.036-�- ..+1 .137' LT .. HiR � . r i � � CM�RI.ES E. STRICKLUO ( �%���''' +25.96 - � � ; �j � &3 p� r�9 I � y � iSBKo N y5PEC1AL CUT DITCH wRSRM 128 �T �28 �T � � +35.00 -L- 1q1.62' ,� � I � I � ^� NSEE DETAIL AE � 730.93' LT � 46. -L- � I CAN �' � 6q n0' LT r f (i '14 59' LT � � � m � -_ / _ ' BEG FULL CA � / I �1 0.85' LT SPECIAL CUT GRASS SWALE �� o\ W �� �Lic � � -� CNu:LES E. STR�LKLAND - SEE DETAIL G - ��S p( j(�9 � � u� ' u I �� u/I I �o w HTR rq V � H I i SPECIAL LAT '-DITCH wiRIP RAP � �J,J �% wF\CCE55 POINT w a' w I � _ w L� � CESS P /ACCE55 POIN �- EE DETAIL Al �� W PUE - m PUE PUE PUE PUE PUE �E - "PU� �' P � �� pU �— PUE \ oP � - PUE �` PUE PUE PUE _ 2 Z R � W \ �� � � _ �? 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