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HomeMy WebLinkAbout20150931 Ver 3_401 Application_20160927Transpartatian September 27, 2016 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Crystal C. Amschler, NCDOT Regulatory Coordinator PAT MIcCR�RY Governqr NICHf)LAS J. TENNYS{}N Secretary Subject: Request for Modification Individual Section 404 Permit and Section 401 Water Quality Certification for the I-3311C (South Section) I-77 High Occupancy Toll (HOT) Lanes Project From North Brevard Street on I-277 (East Brookshire Freeway) Northward Along I-77 to Cindy Lane (approx. 4.2 miles) Mecklenburg County NCDOT Project Number: I-3311C (South Section); Federal Aid Project No. NHS-077- 1(210); WBS No. 34181.1.1 Debit $570 from WBS 34181.1.1 Reference: Application for Individual Section 404 Permit and Section 401 Water Quality Certification for the I-77 High Occupancy Toll (HOT) Lanes Project (TIP #s I-5405, I- 4750AA, and I-3311C, submitted September 09, 2015 Individual 404 Permit SAW-2012-00156 issued January 28, 2016 and subsequent modiiication issued May 20, 2016. Individua1401 Water Quality Certification No. WQC004036 issued November 13, 2015 for I-5405, and subsequent modifications issued February 15, 2016; May 16, 2016; and June 28, 2016; Dear Madam: This letter addresses Section I-3311C (South Section) of the Proposed Addition of High Occupancy Toll (HOT) Lanes, and the Conversion of Existing High Occupancy Vehicular (HOV) Lanes to HOT lanes on Existing I-77 from I-277 (Broolcshire Freeway — Exit 11) in Mecklenburg County to Exit 36 /NC 150 (Iredell County) and along I-277 from I-77 southward to North Brevard Street. The total length of the project (I-5405, I-4750AA, and I-3311C) is approXimately 26 miles. The length of the South Section is approximately 4.2 miles. �Nothing Cvmpares�.`. State of North Carolina � Department of Transportation � Project Develop�nent and Environmenta] Analysis 1000 Birch Ridge Drive I 1548 Mail Service Center � Raleigh, NC 27699-1548 919-707-6000 The above referenced September 9, 2015 application presented preliminary impacts for the South Section as 3,662 linear feet of permanent impacts to surface waters. Through the continued avoidance and minimization measures at each site, the iinal design now proposes 1,4001inear feet of permanent impacts (10 of which is bank stabilization) and 2,328 linear feet of temporary impacts to surface waters and 0.17 acre of temporary impacts to wetlands. Please see the enclosed acceptance letter from the Division of Mitigation Services revised December 4, 2015, Inter-Agency Permit Site Review Meeting Minutes, final permit drawings for the South Section including an updated summary of total project impacts, and project design plans. Construction in permitted areas of the South Section is anticipated to begin as soon as this modification is received. IMPACTS TO WATERS OF THE U.S. — South Section Fina] design is included for the South Section as the basis for this permit modification. Wetlands Design has avoided permanent impacts to wetlands. Temporary impacts to wetlands total 0.17 acre. Table 1 depicts all of the wetlands impacted by the final project design for the South Section. Surface Waters Permanent impacts to surface waters total 1,3901inear feet, and l O linear feet of new bank stabilization, totaling 1,400 linear feet. Temporary impacts will be necessary for construction of the various box culverts, pipe installations, bridge demolitions, and channel realignments. Temporary impacts associated with this project include 2,328 linear feet (1.02 acres) of temporary fill in surface waters. Table 2 depicts all of the surface waters impacted by the final project design for the South Section. Table 1— South Section Im acts to Wetlands Wetland NRTR Wetland perm. Fill Excavation Mechanized Site Number (ac) (ac) Clearing (ac) 4A-S WA 0.00 TOTaL iMrACTs 0.00 2 Temp. Fill (ac) 0.17 0.17 Table 2— South Section Im acts to Surface Waters COE- Stream Name/ Permanent Bank Temporary Required DWR- Stream Perm. Fill Temp. NRTR ID Channel Stabilization Channel MiNgation Required Site (ac) Fill (ac) p � � � � p � � g � � Im acts I 1 Im acts 1 (1� Miti ation 1 UT to Irwin 1-S Creek / SI 0.05 0.01 225 - 50 225 225 (Perennial) UT to Irwin lA-S Creek / SG - <0.01 - - 19 - - (Intermittent) Z_s Irwin Creek _ 0.15 - - 270 - - (Perennial) 3A-S Irwin Creek _ 0.15 - - 217 - - (Perennial) Irwin Creek 3B-S �perennial) 0.50 0.60 954 - 1,180 954 954 UT to Irwin 3C-S Creek / SE 0.01 <0.01 45 - 45 45 - (Perennial) Dillons Twin 4B-S Lakes and _ 0.02 - - 57 - - Lake Jo (Perennial) Dillons Twin 5-S Lakes and _ 0.08 - - 350 - - Lake Jo (Perennial) UT to Dillons Twin 6-S Lakes and 0.01 <0.01 ] 66 10 40 166 - Lake Jo / SC (Intermittent) UT to Dillons Twin 7-S Lakes and - <0.01 - - 100 - - Lake Jo / SB (Intermittent) TOTAL Perennial 0.56 1.02 1,244 0 2,169 1,224 1,179 Stream Im acts TOTAL Stream 0.57 1.02 1,390 10 Z 328 1,390 1,179 Impacts 1,400 Permanent Fill in Permit Drawing Impact Summary Table displays 0.77 due to rounding. Summary of Utilit.��pacts: As with the current permitted activity, utility relocations are not anticipated to result in additional impacts. Permit Impact Sites: Stationing provided is approximate and is provided for general location puNposes only. Stream Permit Site 1-S: There will be approximately 225 lf (0.05 acre) of permanent stream impacts from Sta. 155+10 to 157+30 LT for stream relocation associated with widening to the west and construction of embankment slope. Additionally, there will be 0.01 acre (50 lf� of temporary stream impacts for construction access and dewatering. Stream Permit Site lA-S: There will be less than 0.01 acre (19 l� of temporary impacts required for construction access to facilitate construction of a retaining wall. Stream Permit Site 2-S: There will be approximately 0.15 acre (270 1� of temporary stream impacts at Sta. 207+50 to Sta. 210+60 LT for construction access to demolish and reconstruct a bridge structure. Stream Permit Site 3A-S: There will be approximately 0.15 acre (2171� of temparary stream impacts at Sta. 219+00 to 221+00 LT for construction access and management of water flow during construction of the upstream culvert extension. Stream Permit Site 3B-S: There will be approximately 234 If (0.15 acre) of permanent stream impacts at Sta. 228+50 to 231+00 RT for the extension of an existing box culvert. There will also be 720 lf (0.35 acre) of permanent stream impact for channel realignment, retaining wall construction, and stabilization of Irwin Creek from Sta. 231+00 to 238+20 RT. Additionally, 0.60 acre (1,180 l� of temporary stream impacts are necessary from Sta. 238+20 to 250+00 RT for channel widening, stabilization, construction access, and watercourse management. Stream Permit Site 3C-S: There will be approximately 45 lf (0.01 acre) of permanent stream impacts at Sta. 229+10 to 229+50 RT for installation of a 72" reinforced concrete drainage pipe. Additionally, there will be less than 0.01 acre (45 1� of temporary impacts for construction access for the pipe installation, managing water flows, and reworking existing riprapped banks to provide stabilized outfalls at new ditches. Wetland Permit Site 4A-S: There will be approximately 0.17 acre of temporary wetland fill impacts at Sta. 271+20 to 276+70 LT for construction access to extend an existing culvert, construct a retaining wall, and demolish a pedestrian bridge. Stream Permit Site 4B-S: There will be 0.02 acre (57 l� of temporary stream impacts at Sta. 275+50 to 276+10 RT for construction access to demolish a pedestrian bridge . Stream Permit Site 5-S: There will be approximately 0.08 acre (3501� of temporary stream impacts at Sta. 290+00 to 293+80 RT for construction access to construct fill slopes. Stream Permit Site 6-S: Due to additional geometry refinement, this impact had to be increased by 9 lf � over that previously presented during site review meetings. Approximately 166 lf (0.01 acre) of permanent stream impacts at Sta. 320+40 to 321+30 RT will be necessary to extend an existing 7'x7' box culvert (includes 10 lf of stone energy dissipation at the outfall of the extended culvert). An additiona] 10 lf of bank stabilization will be provided. Temporary impacts will consist of 401f for construction access and dewatering in arder to perform the culvert extension. Stream Permit Site 7-S: There will be less than 0.01 acre (100 1� of temparary stream impacts at Sta. 320+20 to 321+15 RT for construction access. 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. Efforts have been taken, and will continue throughout construction, to first avoid and then minimize any impacts to jurisdictional streams and wetlands. The following is a partial list of avoidance and minimization initiatives that have been undertaken in the South Section: Avoidance and Minimization SITE 1-S • Steepened slopes were utilized to minimize impacts to the stream. • The open stream channel is being relocated and stabilized in lieu of placement within a culvert or pipe. SITE lA-S • A retaining wall will be implemented to avoid permanent impacts to the stream. SITE 2-S • Widening will occur to the east away from Irwin Creek to avoid permanent impacts. • The bridge structure will be replaced within the existing general alignment to eliminate impacts to Oaklawn Cemetery and FEMA Buyout Property. Additionally, relocation of Environmental Justice (EJ) properties is not anticipated. • Bridge columns adjacent to the west side of Irwin Creek are being removed and eliminated during bridge replacement. • Existing riprap will be restored if disturbed during construction of the new western abutment. SITE 3A-S • Widening was limited to the east side of I-77 avoiding permanent impacts to Irwin Creek at the downstream side of the existing culvert. SITE 3B-S 5 • Large retaining walls have been designed to minimize permanent impacts to Irwin Creek and adjacent Section 4(� properties. • Steepened side slopes implemented where retaining walls are not provided. • A bench was designed in relocated portions of the stream to maintain similar normal low flow conditions and pre-construction ordinary high water mark width. • The stream bank has been widened to the east to maintain hydraulic capacity, and the widening has been designed to minimize alteration of the existing ordinary high water mark. SITE 3C-S • The site is complicated by geometry of the stream entering the eastern side of the Irwin Creek culvert extension. Pipe placement was shortened to that necessary to tie the stream into the culvert extension properly. SITE 4A-S • A retaining wall has been implemented to avoid permanent wetland impacts. SITE 4B-S • Steepened side slopes were utilized to avoid permanent stream impacts. SITE 5-S • Steepened side slopes were utilized to avoid permanent stream impacts. SITE 6-S Permanent stream impacts were minimized by implementing steepened embankments to reduce the length of the culvert extension. Additionally, the extension will be lowered 1 ft at the point of extension to improve the profile, and baffles will be installed to retain sediment. SITE 7-S • Steepened side slopes were utilized to avoid permanent stream impacts. Revised total project impacts are included in Table 3 and Table 4. 0 Table 3 — Revised Summ Section Design Sta�e Centrall Final ry of Wetland Impact Type Temp Fill Fill acts for I-77 HOT Lanes Pro'ect Impact Area Impacts requiring Mitigation (ac) (ac) 0.06 <0.01 <0.01 North Final Fill 0.00 South Final Temp Fill 0.17 TOTAL WETLAND MITIGATION LIABILITY <0.01 Table 4— Revised Summar of Stream Im acts for I-77 HOT Lanes Pro'ect Section Desi n Sta e Im act T e Impact usacE �wx M�t�gat;on g g p Yp �l� Mitigation (l� (1 fl Perm Fill 185 Central Final Bank Stabilization 225 185 190 Temporary 491 Perm Fill 27 North Final Bank Stabilization 23 2'7 - Temporary 298 Perm Fill 1,390 South Final Bank Stabilization 10 1,390 1,179 Temporary 2,328 TOTAL STREAM MITIGATION LIABILITY 1,602 1,369 Compensation Unavoidable impacts will be compensated by the Division of Mitigation Services (DMS, formerly EEP). NCDOT will forward this updated acceptance letter for the most recent impact values based on this permit modification once it is received. NCDOT proposes to mitigate a total of 1,6021inear feet of streams for the I-77 HOT Lanes project with the mitigation ratio established in the original permit application (see Response to Request for More Information dated January 12, 2016 and subsequent January 15, 2016 email correspondence). The mitigation ratio of 1:1 was established for two streams, Dillons Twin Lake and Lake Jo, and Irwin Creek. NCDOT proposes for your consideration, to mitigate the Unnamed Tributary to Irwin Creek / Stream SI at Site 1-S at a 1:1 ratio. The impact is a stream relocation that currently flows through a channel that has been modified in the past, exhibits concrete rubble in portions of the streambed and is experiencing 7 heavy bank erosion. The proposed impact will maintain the streams "day-lighted" condition through a rock substrate. Since all mitigation in the south section will be performed out of HUC, per policy approved by the IRT on September 17, 2015, the mitigation quantities will be doubled. As final design has been completed, permanent impacts have been avoided to the mainstem of Dillons Twin Lakes and Lake Jo. Permanent impacts to Irwin Creek have been minimized to 954 feet. Pursuant to the above, this impact will be mitigated at a 1:1 ratio, then doubled to 2:1 since it will be mitigated out of HUC. Table 5 displays the proposed mitigation ratio for the South section of the project. Table 5— Miti ation Summar and Detailed Miti ation Summar for South Section Mitigable Impacts & Section HUC Ratio (before Mitigation Ratio multi lier) (1� (after multiplier) Central 03050101 185 2:1 (in HUC) North 03050101 27 @ 2:1 (in HUC) Site Stream Name 1-S UT to Irwin Creelc (Perennial) 225 @ 1:1 2:1 lA-S UT to Irwin Creek (Intermittent) 0 - 2-S Irwin Creek (Perennial) 0 - 0 3A-S Irwin Creek (Perennial) 0 - ��' 3B-S Irwin Creek (Perennial) 954 L•1 2:1 �o �° 0 3C-S UT to Irwin Creek (Perennial) 45 @ 2:1 4:1 0 4B-S Dillons Twin L. & Lake Jo (Perennial) 0 - 5-S Dillons Twin L. & Lake Jo (Perennial) 0 - 6-S UT to Dillons Twin L. & Lake Jo (Int. 166 2:1 4:1 7-S UT to Dillons Twin L. & Lake Jo (Int.) 0 - Total Miti ation Liabilit at 1:1 1,345 - Total Miti ation Liabilit at 2:1 257 - Total Miti ation 1,602 - : FEDERALLY PROTECTED SPECIES Please refer to the original permit application submittal dated September 9, 2015 for project- wide federally threatened and endangered species information. No changes have been made to the list of federally protected species by the United States Fish and Wildlife Service (USFWS) for Iredell and Mecklenburg Counties. CATAWBA RIVER RIPARIAN BUFFERS There are no regulatory Catawba River Riparian Buffers in the South Section. REGULATORY APPROVALS Clean Water Act Section 404: Application is hereby made for Modification to the Department of the Army Individual Section 404 Permit as required for the above-described activities. Clean Water Act Section 401: We are also hereby requesting a modification to the Section 401 Water Quality Certification (WQC. No. WQC004036) from the Division of Water Resources. Thank you for your continued assistance with this project as we look forward to your approval for the permit modification for the final design for the North Section. If you have any questions or need additional information, please contact Michael Turchy at either maturchy@ncdot.gov or (919) 707-6157. A copy of this permit application and its distribution list will also be posted on the NCDOT website at https://connect.ncdot. gov/resources/Environmental/Pages. Sincerel�, � , ;: � (; ;.. �; , �hilip S. Harris III, P.E., C.P.M. Natural Environment Section Head Cc: NCDOT Permit Application Standard Distribution List G� Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project — South Section Permit Site Review Meeting (Preliminary) I-3311C in Mecklenburg County July 22, 2015 1:00 PM NCDOT Office (Raleigh) TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood PARTICIPANTS: Name Virginia Mabry Donna Jackson Michael Turchy Stephen Morgan David Stark Nat Hunter Carla Dagnino Theresa Ellerby Scott Allen Ray Lovinggood Rachel Evans Paul Garrett Mark Staley Rodger Rochelle Pablo del Monte Derek Ivie Jose Barrau Walter Roberts Dean Hatfield David Brandes Carroll Barker David Hannon Joe Garcia Farrell Sikes Judson Dalton Randy Turner Steve Smith Carlos Garcia Jose Rodriguez Agency FHWA USACE USFWS NCWRC USEPA DWR NCDENR, DWR Affiliation NCDOT NCDOT NES NCDOT, Hydraulics NCDOT, PPU NCDOT NCDOT,NES NCDOT,PDEA NCDOT NCDOT, Hydraulics NCDOT, PPU NCDOT, PPU NCDOT,REU NCDOT SCC — Design SCC — Environmental LBG — Design LBG — Design LBG — Design LBG — Environmental LBG — Environmental I-77 Mobility Partners LBG — Design LBG - Design SCC - Construction Three Oaks Engineering SCC — Construction SCC SCC - Construction . . . �� // �/ �/ /1 // // /1 /1 // // �� /1 // // // /1 // /1 // // /1 /1 // // // By Phone By Phone By Phone By Phone PURPOSE: The purpose of this meeting was to review the preliminary hydraulic design and resulting environmental impacts for the South Section of the Project. The plans were reviewed, addressing each impact site sequentially. These minutes represent a summary of the items discussed during the meeting. 1. Derek Ivie reminded agencies that this will be a phased permitting process, with preliminary hydraulic design (best current information) in the South Section. An additional site review meeting, if necessary, will preclude a permit modification, which will be submitted once design is finalized far the South Secrion. General Comment: Discussion occurred with regards to the level of design provided for the South Section. USACE expected to see more design with regards to the impacts in this Section. NCDOT clarified that the intent is to disclose the anticipated impacts in this section. The team will come back before the agencies to provide final design/details for impacts prior to submitting a permit modification for this section. NCDOT stated that this approach is consistent with similar projects in the past, and SCC noted that the permit, once issued, could contain conditions that do not authorize construction of impacts in preliminary sections. USACE noted that this approach would need to be verified as acceptable. Derek Ivie proceeded through the South Section impact drawings to present project impacts. 3. Site 1-S 4. Site 2-S Permanent fill impacts anticipated to the stream anticipated as a result of widening of I-277 to the west. At this rime, it is not determined whether this will be piped or relocated. No comments. Existing Oaklawn Bridge alignment is proposed to be retained to minimize permanent impacts to FEMA buyout parcels and Oaklawn Cemetery, as was considered during NEPA. Structure widening at Oaklawn will occur, and will include at least partial demolition. Temporary impact for demolition and to reconstruct. No comments. 5. Sites 3A-S, 3B-S, and 3C-S Permanent impacts to Irwin Creek associated with roadway widening to the outside and extension of the existing boxed culverts. Temporary impacts to construct the boxed culverts and manage flows. NEPA documents anticipated over 2,000 feet of the stream to be impacted by box culvert extension. Irwin Creek was historically relocated when I-77 was constructed. Physical constraints of a privacy wall and a Section 4F property restrict the relocation of Irwin Creek towards the east, and the long term stability of a tall retaining wall limit the feasibility of a wall at this location. The impact sheets reflect EA impacts for this stream; however, the team is working to minimize impacYs wiYh less culvert and exploring wall options to minimize impacts, if possible. USACE asked if it was a possibility to avoid — it is possible to minimize impacts, but more study will be required through detailed design — likely cannot avoid, but may be able to minimize. 6. Site 3GS 7. Site 4-S No comments. Temporary impacts to the wetland for construction access to demolish an abandoned pedestrian walkway bridge. Work in wetland will be required be able to set the structure down and to control the demolition. 8. Site 5-S No commcnts. Additional Note: An additional site has been identified near the east Right-of-Way where the pedestrian bridge crosses over Dillons Twin Lakes. Temporary impacts to this stream are anticipated for demolition access. This additional site will be added to the Impact Drawings. Slope from preliminary grading shows toe of fill slope along jurisdictional edge — will need temporary impacts to construct this slope, and minor permanent impacts are anticipated based on the preliminary slope stakes. Discussion occurred regarding the uncertainty of permanent impacts at this site. It was decided that permanent impact estimates should be increased at this time until detailed design is advanced and impact needs are known. 9. Site 6-S/7-S Permanent impacts associated with construction of HOT lanes to the east. 7-S is a total take of the stream. 6-S impact is a result of culvert extension to the east. Temporary impacts are anticipated for construction access and dewatering. No comments. UPDATE: Since the meering, the teain has identified the potential need to further shift the widening eastward. As a result of this shift, the impact to 6-S would result in a total take of the stream with boxed culverts. This will be reflected in subsequent permit drawings. This concluded review of South Section impacts. Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project— South Section Agency Update Meeting I-3311C in Mecklenburg County May 18, 2015 1:00 PM NCDOT Office (Raleigh) TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood PARTTCIPANTS: Name Virginia Mabry Stephen Morgan Pam Williams Ray Lovinggood Carla Dagnino Michael Turchy Mark Staley Theresa Ellerby Pab10 Del Monte Derek Ivie Walter Roberts David Brandes David Hannon Joe Garcia Farrell Sikes Judson Dal�on RD Odell Joe Byington Agencv FHWA USACE USFWS NCWRC USEPA NCDENR, DWR NCDENR, DWR Affiliation NCDOT,PPU NCDOT, Hydraulics NCDOT, PPU NCDOT, Hydraulics NCDOT, NES NCDOT, NES NCDOT,REU NCDOT,PDEA SCC — Design SCC — Environmental LBG — Design LBG — Environmental I-77 Mobility Partners LBG — Design LBG — Design SCC LBG — Design SCC — Construction Present � � � � � � � ❑ � � ❑ � ❑ � ❑ ❑ ❑ � On Phone On Phone Introduction Attendees were reminded that this is an infarmational meeting for the South Section Modification to review the current design and proposed impacts and to discuss the design and associated constraints, as design is finalized. The team wanted to get input from the agencies on the proposed design and discuss early works in some of the areas. It was noted that the 401 WQ Certificarion for the North was received on 5/17/2016. The South Section limits were reviewed, and it was notcd that somc of the impact sites have changed slightly with minor diffcrcnccs, but impacts have been greatly reduced. Photos of each location were reviewed. 1. Site 1-S Location has not changed since the prior site review meeting. The stream is currently heavily eroded and has concrete, trash, and pipe debris within the OHWM. The stream will be relocated westward, and will be stabilized/lined with rock riprap due to velocity. Storm drain outfalls will be extended to the new location. Relocated stream to the west between the pipes. 2. Site lA-S 3. Site 2-S New impact site due to design elements at the interchange, which pushed some of the widening further east. A retaining wall has been implemented to avoid permanent impacts. The wall will be across the existing pipe headwall. Existing rip rap at the channel banks. Constrained by an existing Duke Power utility easement. Oaklawn at Irwin Creek — no change to location or impacts since prior site review meeting. Demolirion of the bridge structure at Oaklawn will be required, and must be phased, maintaining traffic flowing during the reconstruction. Traffic will be phased with half the bridge demolished at a time with traffic diverted while existing bridge is demolished and new bridge installed. NEPA anticipated a new bridge location which would result in additional impacts. Impact sheets show a widening of the existing structure in place which is a significant minimization and avoidance of impacts. No permanent impacts. FEMA properties and Oaklawn Cemetery are constraints that have been avoided. lrwin Creek has rip rap the entire length of this reach on both sides. Team proposes to eliminate one existing bent near the OHWM (closest to Irwin Creek on the west side) by lengthening the westernmost span. The impacts are anticipated to be necessary far demolirion of the bridge and access. 4. Site 3A-S Located on the downstream side of major existing culvert containing Irwin Creek. Permanent impacts resulting from westward culvert extension have been eliminated. Temporary impacts are anticipated to manage water flow for construction. Constrained by an existing retaining wall near the existing southbound lanes. The Team plans to manage water diversions from inside the culverts if possible, but need latitude to install impervious dikes outside, and need access in order to install. Normal conditions have water in all four barrels. Existing heavy sediment accumulations present on existing rip rapped banks and within stream. 5. Site 3B-S The Team is refining design and working to minimize all permanent impacts. A substantial reduction from the EA and from the approved permit are proposed. Proposing to utilize a short culvert extension and retaining walls to reduce footprint. Will be required by FEMA to provide some flood storage in this location to replace ineffective flow area lost to the west by widening. Proposing widening of stream on the eastern side to account for the storage. Constrained by Right-of-Way, a brick privacy fence, two Secrion 4(fl recreational properties, exisring sewer line, exisring roadway, and bedrock. Normal water depth (low flow) is around 1 foot. The channel has a rock rip rapped banks on both sides (constructed at the rime of the interstate construction) and has a rock bottom. The channel is deeply incised with the banks rising steeply up to natural grade. Almost no overbank conditions exist. USACE discussed overwidening and advised that typically, this is not favorable to the agencies, however, it was discussed since the normal water is so low, and the construcied channel so wide, moving of the eastern bank could be a possibility. USACE and other agencies encouraged that the Team explore maintaining a bench so that the widening to mitigate storage loss would occur only be above the OHWM. The team will review this possibility, but noted that benching may not be the best option given the unique conditions/constraints. Additionally, the Team noted that widening the stream will not result in a mare shallow low flow, since culvert controls the low flow elevation. USACE advised that addirional detailed cross secrions may be needed to explain the condi�ions mare clearly. DWR noted that a field visit would likely be scheduled to get a better feel for the proposed impact and constraints. Another option demonstrating a longer box culvert was discussed. This option would reduce ROW constraints, but introduces additional sanitary sewer issues. i. Discussed existing 36" sewer line that is currently exposed in the stream bed. The existing line protrudes approximately 1' out of the stream bed and is ponding water upstream, although downstream levels are very similar in depth. 1. Option ]— Keep existing sewer alignment and have the sewer embedded in the under slab with a protrusion of around 12 inches. This mimics the current situation in the creek bed, but the concrete cover over the pipe would raise the upstream water level of the low flow approximately 1 foot. 2. Option 2— Divert the sewer line — this is likely not a practical alternative due to the need for access points in the active trave] lanes of the interstate (for installation of manholes at pipe turns), the very flat slope of the sewer line, and the impacts to the stream for the construcrion. This alternative does not appear practical. Discussion occurred whether to consider upstream stream widening to the east as a temporary impact (as shown currently in the impact sheets) or a permanent impact. The existing stream banks are rip rapped already. Construction of proposed design would remove rip rap existing along the east bank (including inside the jurisdictional waters), excavate the east bank to widen the stream to the east (outside of the current JS boundary, and reinstall rip rap on the new channel bank — The Team explained that this activiry would not result in the placement of new permanent fill within the current JS limits or result in a permanent loss of waters of the US, which is why it is proposed as temporary impact. USACE concurred the impact type would be temporary. The total permanent impacts from the current permit are 4,162 linear feet. With the current design and impact considerations at this site (though subject to change) the revised permanent impact estimate for the Project is reduced by'/z. 6. Site 4A-S This wetland site requires a western widening of a ramp. A retaining wall is proposed to avoid and minimize permanent wetland impacts. A small permanent impact is currently shown at the south side of the wetland. i. Wetlands data points created by GPS with a sub-meter accuracy appears to be in error. When evaluated in the field, portions of thc mapped wetland limits are clearly shown near the inlet of the existing 48" pipe in an area where fill slope and rip rap currcntly exist, that is also several feet higher than the surrounding points. Photographs were reviewed. The Team believes this is a mapping error and plans to survey the immediate area to confirm the elevation/wetland boundary error. If found in error, we will offer a revised jurisdictional boundary for the agencies to consider. We wanted to bring this to the agencies attention now before the modification is submitted. USACE concurred. ii. Correction of the wetland boundary at this locarion may eliminate permanent impacts. Temporary impacts for construction access are proposed for construction of the retaining wall and for demolition of the pedestrian bridge. 7. Site 4B-S No changes since prior meeting. Temporary access for demolition of the pedestrian bridge. 8. Site 5-S Permanent impacts at this site have been avoided urilizing steepened slopes. Temporary impacts are proposed for access and construction of the slopes. 9. Site 6-S The culvert extension has been reduced since prior meeting to minimize impacts. Photos of the culvert opening were reviewed. Permanent impacts result from culvert extension and bank stabilization. A small temporary impact is proposed for construcrion access and watercourse management. Steepened side slopes have been implemented here. USEPA asked if the side slopes could be further steepened (such as to 1.5:1) to further minimize culvert extension. It was noted that slopes are contractually governed by technical provisions, but the Team will review the possibiliry of further steepening. 10. Site 7-S Permanent impacts to this riprapped stream have been avoided. Only temporary impacts are proposed for construction access. Early Works in Upland Areas As has been the case in the other Project Sections, the Team will be requesting to work at risk in upland areas prior to permit issuance. These works are critical in order to meet the Project schedule. The proposed activity most proximal to jurisdictional waters was reviewed in plan and cross section. This wark involves a temporary traffic shift of the southbound I-77 lanes westward towards Irwin Creek near Oaklawn and partial demolition of Oaklawn Bridge. The bridge will be demolished and constructed in phases while maintaining traffic. I-77 northbound and southbound traffic will be shifted to under a single span of the Oaklawn Bndge. Approximately ] 0'-15' of terr�porary widening will be required to the west of the existing pavement. The work will not encroach into the jurisdictional ]imits of the creek. The Team asked if the agencies had any objections to this work prior to the issuance of any permit modiiications for the south. USACE requested a formal written request be made outlining the work. DWR noted that erosion and sediment control plan should be developed and implemented for early works areas, and requested that sediment control fence or other BMP be installed outside of the temporary widening. The Team advised that will consider/evaluate the use of non-erodible fill materials where temporary slopes will be exposed. NCWRC asked to maintain as much of the natural vegetation as possible, especially trees. The Team noted that clearing for temporary widening at Irwin Creek would be minimal, and is not anticipated to remove many large trees. Other Projects (Lakeview and Hambright) Virginia Mabry discussed the status of the local projects being requested of the Team. These are very preliminary in design. NCDOT is working on a draft Categorical Exclusion. Improvements will result in impacts, but the Team is trying to implement avoidance and minimization to keep impacts within Nationwide Permit levels, if possible. NCDOT noted that it is the Team's preference to keep these separate from the I-77 Permitting. The Team does not want to open up or jeopardize with more public comment on the existing permit. USACE indicated they would need to see the Categorical Exclusion before providing direcrion. While a Categorical Exclusion does not require a public hearing, NCDOT intends to solicit public input and hold a public meeting in June, tentatively. Schedule The Team plans to come back before agencies next month (June) with the design for the final Permit Site Review Meeting for the South Section, and would like to have all permitting completed (including Other Projects) by September 20l 6. A'1"l�L�'iVllANl:l+.' SHL+�L�"l� Mee�ing Name: lnteragency Yroject Agency Update Meeting, I-77 HOT LanCs Pr�,je�t 1-3311C (�ouih Section): Federal Aid Project No. �vttS-u� �-t (Ztuj; wtss No. 34181.1.1 lla�e &�l�ime: May 18, 2U16 1:O11 YM L�cati�n: NCDOT Offi�C (Raleigh) Name Re resentin Email Phone J,—^ fj /' / ` / �^C'^te � !( c . s � U ' � � � C � Co /f.Get- ,� v/" �l �O `� � J 4 er 7e y^,�C % --�y.� 8 ��sr--� .��`el% �j/GI.�GT ��G1 � s�'.ri ��j�al�1; o �� 1 �D�--� 9L/� t�e,,, �or �,, 1�GDv i-�( �I' s e�� . 9��-.��7- 6 7 3 �� � I�J�• ��nna.� - o� �7 ��� � l �Yl,l��(.. I��li r�"�' l/ � V�C�+��� � � � �7G � — %�o b� jili��ie� T,G�, N��; ma,�2�, en.�l.�1, , °��� 7�1 � 1 S ��'��. Kin.b �- i� �S C�a v�i��� �dt�. °1, I� � o� C� l I D S �� u � �ir/'� l��Cc'HlGlel� JUi!w�� /��r�.c�.a,n6-?� 7� y� �1�� ����% � �.G w; ld�. , v r l,' �. �r�i,�-� n����:14 �:�-�.0 �L �/ y�- ��/ �- ���33 1 " �" v,�lo� { A'1"1��+.�1VUAlVI;L+' Stl�+.'L+"1' Mee�ing Name: lnter�gency Yrvject Ag�n�y Update Meeting, I-77 HOT L--anc5 Pc�jeci 1-3311C (So�th Section): Federal Aid Project No. NHS-077-1 �210); w�s5 No. 34181.1.1 lla�e &'1'ime: M�y 18, ZU16 L•00 YM L�cati�n: NCDOT Off �C (RdlCigh) Name Re resentin Email Phone c/ r�E .�'7.�C�A La.�i Bci-,g�r �/D,�'Q/'c�4 ��irs�s�✓�' �7 '��T ' 2'i�� Cem �'A13C v CIL-'L /%,vTt SCc e l►�bM%� e��rkl el F�l �-��v -�� i8' �� . /� S Vanderw�c,le, c�n �'�— C� r� U�4n�J l�t)r�� a. • o✓ �'�. �811 A l l r:iV UAlV l;L+ 5t1L+ � l Mectin� Name: lnteragency Yroject Agen�y Update Meeting,l-77 HU'1' Lan�s Yroj�ct 1-3311C; (5outh Section): r'ederal Aia Y��je�i N�. NHS-077-1 (210); WBS 1Vo. 34181.1.1 lla�e &�l�ime: May lIf, ZU16 1:UU YM Location: NCDOT Office (Ra1G�gh) Name Re resentin Email Phone �.l01-a N1 eS c• �� •7 S/f/. i�s�- • w�! �� � �S r i• ��- d�V��t� �g _�av�� : �r� .��� � �� 9 � ! nlcne� ; r 4�.9- �A'Y �6�/�rJ6c400D NY�Q,yut�c5 N�ll� �/evinq9ood@ nc�ut•c�o✓ �'��lo�'3�p �! cl�,�w Itii� r ll % n!c qo r- h�c� � W;� l; ew�-5 �ncd'o� �'I�� - �o� - Lr� o� V S�WS Cr �(�,. us i9,r� Cr• r Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project— South Section Permit Site Review Meeting (Final) I-3311C in Mecklenburg County June 23, 2016 2:30 PM NCDOT Office (Raleigh) TEAM MEMBERS: Name Mitch Batuzich Crystal Amschler Marella Buncick Marla Chambers Dr. Cynthia Van Der Wiele Alan Johnson Donna Hood PARTTCIPANTS: Name Virginia Mabry Stephen Morgan Pam Williams Jamie Lancaster Carla Dagnino Michael Turchy David Stark Theresa Ellerby Pab10 Del Monte Derek Ivie Carrol Barker David Brandes David Hannon Joe Garcia Jose Barrau Dean Hatfield Jose Felix Heredero Ambros Joe Byington Agencv FHWA USACE USFWS NCWRC USEPA NCDENR, DWR NCDENR, DWR Affiliation NCDOT,PPU NCDOT, Hydraulics NCDOT, PPU NCDOT, PPU NCDOT, NES NCDOT, NES NCDOT, PPU NCDOT,PDEA SCC — Design SCC — Environmental LBG — Design LBG — Environmental I-77 Mobility Partners LBG — Design LBG — Design LBG — Design LBG — Design SCC — Construction // On Phone On Phone On Phone On Phone On Phone On Phone On Phone On Phone On Phone PURPOSE: The purpose of this meeting was to review the hydraulic design and resulting environmental impacts for the South Section of the Project. The plans were reviewed, addressing each impact site sequentially. These minutes represent a summary of the items discussed during the meeting. Introduction Attendees were introduced, and the team advised tbat many of the changes implemented since the prior meeting (informational meeting held May 18, 2016), were in response to prior agency comments. 1. Site 1-S Location / impact has not changed since the prior informational meeting. The stream will be relocated westward, and will be stabilized/lined with rock riprap due to velocity. Storm drain outfalls will be extended to the new location. No Agency Comments. 2. Site lA-S 3. Site 2-S Location / impact has not changed since the prior informational meeting. A retaining wall has been implemented to avoid permanent impacts. The wall will be across the existing pipe headwall. Minor temporary impacts proposed for access and construction. Existing rip rap at the channel banks. No Agency Comments. Oaklawn at Irwin Creek — Location / impact has not changed since the prior informational meeting. Impact sheets show a widening of the existing structure in place which is a significant minimization and avoidance of impacts. No permanent impacts. FEMA properties and Oaklawn Cemetery are constraints that have been avoided. Irwin Creelc has rip rap the entire length of this reach on both sides. Team proposes to eliminate one existing bent near the OHWM (closest to Irwin Creek on the west side) by lengthening the westernmost span. The proposed temporary impacts are anticipated to be necessary for demolition of the bridge and access. No Agency Comments. 4. Site 3A-S Located on the downstream side of major existing culvert containing Irwin Creek. Location / impact has not changed since the prior informational meeting. Permanent impacts resulting from westward culvert extension have been eliminated. Temporary impacts are anticipated to manage water flow for construction. Constrained by an existing retaining wall near the existing southbound lanes. The Team plans to manage water diversions from inside the culverts if possible, but need latitude to install impervious dikes outside, and need access in order to install. No Agency Comments. 5. Site 3B-S The Team has designed a culvert extension that is intermediate in length, between the two options prescnted at the prior informational meeting. A short culvert extension and retaining walls will be utilized to reduce permanent footprint. The existing channel has a rock rip rapped banks on both sides (constructed at the time of the interstate construction) and has a rock bottom. The Team has provided additional detailed cross sections as requested by the Agencies. Proposing widening of stream on the eastern side to account for FEMA storage. i. DWR asked about the quanrity of fill vs cut depicted in the cross sections and the effect on the 100yr floodplain. In some instances, it appears the channel volume is reduced. ii. Designer (LBG) explained that the stream is effecrively acring as a drainage channel and conveyance efficiency of the channel is improved through the conveyance due to the smooth surface of the proposed wall, which has a lower Manning's n-value than the existing brush and riprap. The design HEC-RAS model indicates no rise. iii. DWR asked about the analysis of rural areas versus urban areas. LBG responded that the calcularions far this culvert take into account the urban nature of the creek and allows for a sharter time of concentrarion and more of a flashy type of flow. The HEC RAS model accounts for this. The Team has adjusted the design to include a short bench within the widened portion of the stream to maintain the approximate existing low flow width within the OHWM. DWR asks about existing utility relocation needs. Various utility components exist that will need to be adjusted, and there is no room to simply move them over (junction boxes, utility cabinets, etc). The Team advised that the noted utilities are primarily NCDOT ITS-related. Functionality has to be maintained, but the locations can be provided elsewhere. The Team confirmed that all utilities necessary will be moved or relocated without resulting in additional impacts to jurisdictional resources. Mitigation will be addressed in the South Section Permit Modification Application. The agencies asked if any of the existing trees could be retained for bank stabilization and shade value. i. Due to the nature of the wark, most all of the trees at this location will need to be removed, especially at the southern end, in order to build the project. ii. The stabilization and benefits that bank-side vegetarion provides is acknowledged by NCDOT and the team. Reasonable opportunities to retain, avoid or minimize the tree clearing along stream banks will be reviewed. The Team will look for opportunities to retain individual trees, ar perform clearing (w/o grubbing) if possible, at the northern portion of the site. iii. Consistent with riprapped stream banks along adjacent reaches of the stream, it is expected that natural revegetation of the riprap banks will occur. The agencies requested consideration of eliminating the use of geo-fabric underneath the new riprap, citing concerns at times with not properly keying in the new riprap. The Team advised that the use of the geo-fabric is a standard specificarion, but Geotechnical Staff will be consulted regarding the possibility of elimination. 6. Site 3C-S Location / impact is essentially the same as presented in the prior informational meeting. No Agency Comments. 7. Site 4A-S A retaining wall is proposed to avoid and minimize permanent wetland impacts. After visiting the site (as discussed in the priar informational meeting), staking the toe of existing embankment along the east boundary, and surveying the stakes, the wetland limits were adjusted to properly depict field conditions along the east boundary of the wetland. Permanent wetland impacts have been eliminated. Temporary impacts for construction access are proposed for construction of the retaining wall and for demolition of the pedestrian bridge. No Agency Comments. 8. Site 4B-S Location / impact has not changed since the prior informational meeting. Temporary access far deinolition of the pedestrian bridge. No Agency Comments. 9. Site 5-S Location / impact has not changed since the prior informational meeting. Permanent impacts at this site have been avoided utilizing steepened slopes. Temparary impacts are proposed for access and construction of the slopes. No Agency Comments. 10. Site 6-S Since the prior informational meeting, the Team has added a short section of riprap to the stream bed at the new culvert outfall, to protect against scouring, since the culvert cannot be buried. Permanent impacts result from culvert extension, scour protection, and bank stabilization. A small temporary impact is proposed for construction access and watercourse management. No Agency Comments. 11. Site 7-S Location / impact has not changed since the prior informational meeting. No Agency Comments. Schedule The Team plans to submit the Permit Modification Application for the South Section in July, and would like to have all permitting completed by September 2016. A�l"1'L�'1VliAlV(:L SHLl;'l� Me�ting Nam�: lnteragency Yroject Agency Update Meering,l-77 HOT Lanes Pro�ect I-3311C (South Section): Federal Aid Project No, NHS-077-1 (210j; WBS N�. 34181.1.1 Date &"1'ime: June Z3, Z016 2:30 PM Lucation: �vCliO i Office �xaieign� Name Re resentin r:maii Phone �7 g� cl-�oraa�s�a (�u���a�Pr. �}3 �7��- ys sZ ' J ��•T�t�.� �°,,,� ��ar�. -F��eld�I�wt� 6 ��. � �� 1 Y�`.� ` ` � i�re � arr,���, +� �g - Y�- �`f q� V��k��.. ,u.Uk 7�T��a � C fL�. tic.�S , — — c� u� G�•L�-ti, � S t.G ��� �-6 (� t 5 ��i .e✓ ��� �\ V�.n.w � o J� W (�..' � ��"°~ C�U � � .�r U �o - �� �° � r: 1 t ��,� 1"`�� ati N�17 laK��'c Sin��7�' ��nC �C • o ' �`�' %D 7-(� % � UUir7V'�I �wv� � G I � S v��,=p�} vqhe�er vvK�e , 0��9 .�5�. 68/1 � n ��t e ��a , o✓ A'1"l�L�'1VllAiV(:1+', �HLl�:'1� Meeting Name: lnteragency Yroject Agency UYdate M��Nng, I-77 HOT Lanes rruject I-3311C (South Section)� Feaera� �Cia Project �vo. �vt�3-u77-1 (l1U); wt3� No. 34181.1.1 llat� &"1'ime: June 23, 2016 2:30 PM L�cati�n: NCliO i utn�;C (xa�eign) Name Re resentin Email Yhune Jel� �, .- C,/�.11� G � �, o�.''�'�'�� .. , � z��: �� 1� �L � C �-� ��-�� Y q,l�i .Zb�. lo�U� c�av�n �e. �a.nca.s�d �7- PI'u jla.hc�s�� a��dot. �o„ ql �1- 7� �- l�o �� �ie���- �l �e iv e/�vT —�"D� I' �-e/�r�= c� ��d��� ev �/ f I-7� - v Z� , t�� 1� ,1 � ►� c,�o �- P � r� � 11��. o�� �` �- o �-!�� D� �� `►�� r� Vr�a.l� � rtic.d,��- — � � �-(, ���- Pa�la d�'� Nl�rr e� �� C(' p�lel��C��QiH,o�rKl �s g'l �-��o - 9�9�' � , — In��v I� o�- �. � In� hcclo�, �. �"I D—(� l ATTENDANCESHEET Mccting iVame: lnteragency Yrojcct A�cncy Upclate Meeting, 1-77 riU�l� Lanes Yroject 1-3311C; (South Section): r'ederal Aid Yroject iVo.1VH�-U77-1 (21U); WB5 iV o. 341If 1.1.1 l�atc & l i�nc: June "l3, 1U16 L:3U YM Location: iVCllU'1' Ufiice (Kaleigh) iVame Ke resentin �:mail Phone � c �iae� �T��► I�C1�oT - �l�S ma-f-�� ��i � /� . 91 q - `o - V � M � .. � V W 0 � � � `\ See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventlonol Symbols 0 VICIIVITY MAP SHOWIIVG LOCATIOIV I OF STATE PROJECT I-77 HOTLAIVES * THIS PLANSET INCLUDES I-277 AND I-77 PORTION BETWEEN BEGIN PROJECT TO STA 358 + 00.00 OF THE SOUTH SECTION. � NAD 83 /2011 To � ry � ' �� _ s�Lr,S, \ c.y� o��� SITE 1-S "���To � `�-s � ST � . �y, C��S JON�S�/v c,. . _y .� s�. A �'ti G . ��'� �-�''\ C''S' � �O ���0 s� � ti /6 N; SITE 1A-S �m zo �� �U �LL � ����� �� ����� `�������� ����5��� ��F �����V�1�� MECI�LEI�B URG COUI�TY P E RM I T D RAW I N G �ATB 9fA18 PRQIBCT RCF60.8NC8 N0. � VO � SHEF:TS SHEET Ol OF 35 �°�° I-3311C � 9TAT6 P0.d.NQ F.A.PROI.NQ DE&:RIPf10N 45454.3.P3S1 NHFP-077-1(216) P.E. 45454.3.P351 NHFP-077-1(216) CONSTRUCTION 45454.3.P3S1 NHFP-077-1�276) UTILITIES I-277 FROM WEST OF BREVARD STREET TO I-77 NORTH OF I-85 INTERCHA11lGE TYPE OF WORK GRADING, DRAIIVAGE, PAVI11tG, SIG11tI1VG, ITS, G UARDRAIL, PA VEMEIVT MARIZIIVGS, TOLLING STRUCTURES /EQUIPME11rT A11tD STRUCTURES WETLAND AND STREAM IMPACTS (SOUTH SECTION) � SITE 2-S `� SITE 4A-S � � � � ���� . �+''��, � , . ��� � � ` �/ . � � �, , � � � � �; ,, �� //��� . � , . , � i \�: �'��:� •ii THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES ITE 3C-S ITE 3B-S SITE 4B-S SITE 5-S 22 23 �- , 18 24 ' 25 �� �� construction, L.LC IMPACT SHEETS SUBMITTAL NO. DSG-0094R3 SEPTEMBER 22, 2016 �'7 m 21 ' / N�N��RS����E SO SITES 6-S & 7-S 1VCDOT CONTACT: VIRGINIA MABRY CLEARING ON THIS AROJECT SHALL BE PERFORMED MANAGER PRIORITY PROJECTS U1VIT TO THE LIMITS ESTABLISHED BY METHOD II V GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH Prepored fo� NCDOT In 1he Offlce of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS J LOUIS BERGER GROUP, Inc. STATE OF NORTH CAROLINA 50 25 0 50 100 ADT 2012 = 185,400 1001 Wade Avenue, Suite 400 ' Raleigh, North Carolina 27605 Noqr l.icense No.: F-0840 oF N LENGTH ROADWAY TIP PROJECT I-33IIC = 3.41 MI a� �f,� ADT 2035 — 231�4�� 2012 STANDARD SPECIFIC9TIONS �' �� . s �, PLANS DHV = 10 % P.E. � ' � S7GNATURE: o � � 50 25 0 50 l00 D= 60 % LENGTH STRUCTURES TIP PROJECT I-331IC = 0.79 MI RIGHT OF WAY DATE: DEAN HATFIELD, PE ''. . `�' rxo�Ecr excrxssR ROADWAY DESIGN t'm ar PROFILE (HORIZONTAL) T $ %* TBD E1vGINEER �T Op TpwNlQ�� � O 10 5 0 10 2p V= 70 MPH TOTAL LEIVGTH OF TIP PROJECT I-33IIC = 4.20 MI ��� *(TTST 4% + DUAL 4°/a) LETTING DATE: RAYMOND ODELL, PE � z V FUNC. CLASS=INTERSTATE Tgp rxo�sczoes,cx ENciNSEa aJw PROFILE (VERTICAL) STATE WIDE TIER" P.F.. �i�C.. SIGNATURE: ST9TE HIGHWAY DESlGN ENGINEER Ef31Ad3 i �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DUKE POWER C6 aTTN�TAx DEPi - PB050 03i8/i i' �2B I, 58) BEGIN CONSTRUCTION -L1EB- STA 150+06J4 i -i ,..,,.,. � ......... ��\\ Ss � 'S. � �� _\\ � � �' � Ff\ `\ \�M�\\ ���� i� RETAIN 54" RCP DETAIL 'F' . CHANNEL CHANGE � ( Not fo Scale) � Nofurol I I Proposed Gro�nd � , �Q,,,,,I ', _FiII5lope •«��d � o ;�., �„�r. � /' — GEOTEXTILE B Min.D=2.0 Ft. �Ex�st.chonnel � Max. d=1.5 Ff. 8= 4.0 F1. Type of Liner- Class I Rip-Rap 6=5.0 Ft � FROM STA. iS5+10 TO STA. 157+30 -L1EB- L7 i� O SO IOO PROJECT REFERENCE NO. SHEET NO. m'� I-3311C 7 ROADWAY DESIGN HYDRAULICS // ENGINEER ENGINEER � / �� A1EC�LENBURG COUNTv / -\ 03926 / 2i9 ( 57 ` A1USiC FzACTORY ZLLC \ � �M8z483 PG Q3� \.j �q0 8� ���I construction, LLC �� Louis Berger PERMIT DRAWING ARY ANNE PITT4 \ � \ a �y , � �� SHEET 02 OF 35 24245 / T08 2C \\� ��\ \ �/ �a�a�� / RETAIN 36" RCP \ � 59 P �\� \\�\ � ��� • � � \ � �/ �C%0 RiCHA�2pSLAZES �. � o \\ ��L' CLASS "IM: IP RAP � \ esT. � ro -- __� 1 � � DB 25392 PC 8i7 •� � \ o��d //D EST.Ib SY GF RETAIN 48" RCP p �� �, \` CLASS "II" RIP RAP �� / � � \ \� SLT.4 TIONSP RAP C\ _ � x� t\ I /J� /� ,�+ .\e a`� _ � � \ EST.4 TONS �.Y ,,,���� � / / / S � \ \ �.p�,� � ' �\\; � RETAIN 1B � • \EST.�SY GF /T`\ EST.10 SY GF� �` �,� �j N .'l � / / / ' E . / �%� ,+i '�a�� V� ��` �� �� � \ �% �. 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Q�� ��i C;� �^�"�"�-�'� see oerni� o Nv�/Za � `'�s � -DE FOR 0'COKSECUTIVE EXIST FORK -LIWB-. ����� �� �� ��"�''���s���� ��� �' �� o -DE FOR 12'OUTSIDE SHOULDER -LIEB- UKDER HAMILTON ST BRIDG . � II � I� DB 26 B�PC 24 �..- � � -DE FOR GORE 9'-LIEB- STA 163+15.00. I I II 1� � ygE1y5TPn� ��w°ooM , �' �. TpROA�� Q � q,'� o0 -DE FOR 575'RADII -I277RPB- STA 19+50 TO 28+50. � I ���c =�` � gFo O RP dl 03 - �C{, �O• \_���=-- RETAIN 30"RCP- � q�` RqUFR THOA�PSON �� � � b -DE FOR SSD 193'-I277RPB- STA 19+SO TO 28+50. II � s, � OU�� ' ti -DE FOR EXISTING GORE AREA -I277RPB- STA 15 +10. I �I �� ¢i _ _ _ _ ""n .9 /j .�Ho Z" � � ��I MFN� U �0`�°5 q�543 ��ty � -DE FOR SSD 36T-I277RPAH- STA 14+90 TO 24+50. � ___-- _�-� _ M� _� � � i ,!er p��k �' S -DE FOR SSD 327'-I277RPDH- STA 9+08 Tprrl���9(AR�oTTE �- 'j�" a �3 � � �� '�,� i �' yFRs % V�`q� -DE FOR HORE 4'-I277 RPD- STA 6+30. NO DEED FOUND � I I I'r� � �3 �• � �,>� , I i �� QS � 147� � ��, � � �� �t+� = i i i i r . a ���' , �_�� �, , ��. � �;,7 � � NNfI .ZV n� \ / � �� ��,-r� / r• � NOTE: � � . � �� II� � �� �i �� .,a ����x3� � 10� � i ` � � ,� -EXISTItVG GEOMETRY TO BE RETAItVED UNLESS OTHER WISE IIVDICATL�D. � - jl ° I p III i m� r-- �/ m F %� �-SHOULDERS, SIDE SLOPES, DRAINAGE, ARE TO BE RETAIAIED UNLESS - ��� I��x � I �� „< ts � z " �� � W Z EVERYTH7IVGNDONCERNING TO GREENWAY WILL BE DONE BY OT R. �/� � I I� N I I �, �mP � � �k w �J w o�..� � Z - � �� �� NOTES: 1.) FOR -LIEB- PROFILE SEE SHEET 14. 2.) FOR -LIWB- PROFILE SEE SHEET 14. 3.) FOR -I277RPAH- PROFILE SEE SHEET 19. 4.) FOR -I277RPDH- PROFILE SEE SHEET 21. 5.) FOR -1277RPB- PROFILE SEE SHEET 23. 6.) FOR -I277RPD- AROFILE SEE SHEET 25. 7.) FOR CURVE DATA fry SUPERELEVATIOIVS SEE SHEET 2Q IVOTE: �ER T J � ON /avr� c�� � - \ O 50 100 PROJECT REFERENCE NO. SHEET NO. -EXISTING GEOMETRY TO BE RETA7IVED UIVLESS OTHERWISE INDICATED. ��g'�� �� �%� � �� 2 � -"--�_ _ I-3311C 11 -SHOULDERS� SIDE SLOPES� DRAINAGE� ARE TO BE RETA7IVED UNLESS I �� �_� c �/ /�a �� \� ,+� aonownv oesi�N HYDRAULICS i.J ENGINEER ENGINEER OTHERWISE INDICATED. I ��� ;�/�� � i � � � -DES GN EXCEPOION RFOR 9'INSIDE SHOULDERL UIYDER OAICLAWN BRIDGE. I o �/ �� � i��� � i {�p � � p1� \ -DESIGN EXCEPTION FOR GORE 4' L2SB1 STA. 211 +35.00. h � �/ �� %�/��i/ �B QA�6 P� 59 8 � � {�? �P�2 -DESIGN EXCEPTIOIV FOR GORE 4'L2SB1 STA.211+30.00. �� � ° � � DESIGN EXCEPTION FOR GORE 4'L2NB2 STA. 209+80.00. 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I-3311C 13 _ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DETAIL 'R' � RIP RAP FOR BANK PROTECTION � Noi io s�aie� �QQ�� mr -TOP=6]8.31' � Q V NV-6o9.52" ExS�rvC �+�w 20 NP � SiEaHENS BARBn d M DB 2455� PC 3 --�\\�_� / ce� � PB 1844 PC 40 �EOTExmE ��r "� GRISSETT,&LLY WA REN MAYME VI C�IIA L4RK,MARGUERTE � eeTniN 2" RGP /> � B i3708 PG 20 DB bi904 PG 7i B Oi953 PG 4 3 �v,e oru�e.= cuss ��ap_ee, �� B 0007 PG 32 PB 1844 PC 4 7 B 1844 PG 40 p S'' FROM STA. 232+50 TO STA.250+00 -L2NB1- ��" RETAIN CB �o r � I� JONES. CLARA N 4� °.� P�1rS0UR RENEE P'' NI I= DB 05657 PG 23 construction, LLC + +�PB � 07 PG 3291� PB 1844 PG 407 �� ��//, 8 2396d vG 98 n I II U \ '� � � 4 �' �� I � I — POWER CO � .____ �, � \ � . RE I � ��,\ } 9c � i�, �- I I _�J I � � oN�r DB 03936 PG 375 � �� Louis Berger \ I• . // � � �\ U / � \ I I � �_ I Y � ❑ a ' INV-653.95' 2T A / � I � O � \ �.J 70P=660.26' � ss °� .° n � ' �JI ❑ — _ ,N�_6 _ PERMIT DRAWING ��� � �� �r��' � � SHEET 15 OF 35 / �,� � 0� �„� j r� \ \ RETAI 1 " RCP O . . ��- \ ��e / F MPORARY TEMPORARY j���/� CD �S � PG 63G D INAGE DRAINAGE � ��/ p O7 PG 329 w000s E MENT EASEMENT �� �� e. w000s / RTVJRP02-03 \ / / \ Pn �yT Q 4� . . . � RETAIN 24' RCP / � � STANDAR p1T. � �\ � REM VE 30" RCP SEE DETAIL RETAIN DI �B\ 7 PC 1 RETAIN DI � (SHEETS 2J & 2K) \ RETAIN ��, Z �,y ry woo�s � � DB 025 Py I(�51 f' � RETAIN 30' RCP MOVE 30" RCP � 30 CMP \ OT B OO PG SI9 p y RETAIN 15" RCP - . SEEEDETAIL DITCH �,qTERAL V DI7CH � T/�/�/,� I l � \ ,\ '� � � . � ET 4" RCP � � ETS 2 2 SEE DETAIL '8' � 10 R ' � � � 6� � � �� %." 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HANNEL STABILIZATION 0 SEE DETAIL �� �� CLASS II" RIP RAP B � '} AT EMBANKMENT [ � , �- �.��� SEE DETAIL R' � � �r�^`���--.,,s2�,� ^�,_, � '� � �2 � L 1' {�� S ITE 3 6—S, �`���� � � IN T A�END I�'Ol �BEGIN RP02) 7 I � , �� � � ! REMOVE DI --' � DOUB�E AKS DEVELOPMENT LLC �� �� �_ �� - TB 2�� -' TB 2G1 2805 / 4T9 `' , � �`M _�- SE, N 'A-A' SECTION B-6' SECTION 'C-C! SECTION 'D-D' — � � `— � � — _ _ �"� �r �-� '��� CHANNEL REALIGNMENT � -- - - CHAFtNEI REALIGNMENT - _ _ _ CHANNEL REAUGNMENT CHANNEL REALIGNMENT �� -- ._ � --- � � - _- � � Naf �a 5<ole� . � No� �a Scole� � �Not ro Smle) - ) � Naf �o Scale� - "-' --�'� — - 4 l � P opased I Proposad �r Proposed i �� ��S`s"�� �P�- -� � � - � - - - - _ _ _ _ _ Proposed �,a��d � Gra�nd � Gro�nd AT EMBANKM ` � `�'� Ground . � / � � � _ � i� ' � W W �� ,r� � ` —, W ' ` a�ao., wsn. ow. � wm.�aa.. ..( T 2L) f ``` ``_ N � C ! 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P.o,o==d ' "°"° �°°'e, ¢ � ` � "' �` ' � �+ -SHOULDERS, SIDE SLOPES, DRAINAGE, ARE G,�u�d F/ OBOJ�i 282 R � � � ` I� � `� TO BE RETAl1VED UNLESS OTHERWISE DUUBIE OAKS DEvELOPMEN7 ��c � 32 ,P aTean� anse o" r, -�' , � INDICATED. 228U5 i 479 \/ WSELaoV / �� �r jsHe�Ezi��; � � oeNores iMenc�rs�N // s.o' � r 1 i U I NOTES: ' � SURFACE WATER O21 Na�ural J \� �F`P I I �A� —�� "4 �y N � � Ground ------ ��� � � «� 1. FOR -L2SB1- PROFILE SEE SHEET 19. � DENOTES TEMPORARY T e�'��^e� ���s ��a� a��W �EOTEM"E `� �__ �� _� ao � a-r ig aese--� � � w�'� 2.) FOR -L2t�IB7- PROFILE SEE SHEET 19. �� � iMPAcrs iN suaFnce wnrea �WZ 3.) FOR CURVE DATA F� SUPERELEVATIONS SEE SHEET 2 IRWIN CREEK HAS EXISTING RIPRAP BANK STABILIZATION THAT _ _ I �� ) ( y'�' � DOUBI.E OAKS o�� WILL BE RESTORED AS NECESSARY IF DISTURBED BY THE WORK --�j ��_ �'�— � � . DEVE E"NT-1-CZ _ O SO IOO PROJECT REFERENCE NO. SHEET NO. I-3311 C 13A ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DETAIL 'R' � RIP RAP FOR BANK PROTECTION � Noi io s�aie� �QQ�� mr -TOP=6]8.31' � Q V NV-6o9.52" ExS�rvC �+�w 20 NP � SiEaHENS BARBn d M DB 2455� PC 3 --�\\�_� / ce� � PB 1844 PC 40 �EOTExmE ��r "� GRISSETT,&LLY WA REN MAYME VI C�IIA L4RK,MARGUERTE � eeTniN 2" RGP /> � B i3708 PG 20 DB bi904 PG 7i B Oi953 PG 4 3 �v,e oru�e.= cuss ��ap_ee, �� B 0007 PG 32 PB 1844 PC 4 7 B 1844 PG 40 p S'' FROM STA. 232+50 TO STA.250+00 -L2NB1- ��" RETAIN CB � io / I� JONES. CLARA N � 1\ � °�r P�1rS0uR RENEE P DB 0565► PG 23 y? , 1 �+�/i� 8 2396d vG 98� ,�I � I� PB i844 PG 407 y � construction, LLC \ � ��. ��� /�PB 0007 aG 329;1 I p � � �I' � � � 4 �� } // RE � �� ° � � II� � � � 1L� � � � � ��N�-� � 6w PGC375 � _ `� � : Louis Berger � � // I 27 � � � ❑ � � � . � . 3 -� `� U 9�.0 � � .�9 I � �_ r � �or. � _ ..� � -iNv=6s3.9s' ,' c 0. 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' �. �. : . _ i i--i 680 ' i - ;- , . _ � . � � ti J � ; -,_ - _ 680 ,,.-�.� � , , o.o2s Q ' � � � p o.o2a oa o.ozo z ` ;� � ' 0.037 0.066 I � � � �' Z —_ — -- -_---- 0.023 � '� � � � � ` � Q _ _ �— --- _— \ 0.040 � k _ _ _ r_ -- ' � — — ___ 670 � -- � ___. �. _ ___ � � � -.� _ - \ 3i Q � � �� _-b70 lv � � � ,, �:.:ii \ N � W � � — —_ � --- - ---f � � � _ + � 660 _ . - J _ � � � ; �_ i \ � / - '-�-- _ � - � � � � : � � - -- - TEMPORARY IMPACT IN ' ' , : � ,, , ' � _ , _ ^-' '- WETLAND 272+50.00 _. . � —� ;- __ - _ ; „� , „� — � � .. � -- - ,- ,- - - _ � „ -, - - _ __ ` , . __ _ _ � , i, - _ i� �. � i . y i i_ I i ,;' � i i i � i iiilll -. i -- � . ii i �-�_.-- � i i.. :: i i i ii: � . _. i - �� -- 1-;-; � � _. - _ _ - - � � _ --, � - - —� - - - _ :- � , _ °. -- � � � � , � —� -�' �'� -- , � � � - - , � � '�` , � � � � � � � � � . � � � � L25B1 '' L2NBHOT __ �. � � �'� �'� � �'; '� � � � '� � � � � � _' _ ' _ 700 2/f60A3 � I• 272+13.43 ,:1. 27/+53.48 L2NBl � i i I; � - -- � ' ' 700 _ Y/ORPA , I ' I - : � _ � � ,_: � I ; i � ',. WETLAN D � . 2�if65�s ' � rt r � � � , ; , � �� �; ; -- , ;- , : � �, r , , - - � � �� � 690 � - -- � rn o �w � � � °' --- ' � ' ' ' � _ _ , ' 690 , _ �� N� �� iii o �� v`° rnc�o � o i �co � � i i TIT- � � � V aD — T�T�r_ . I� M � � Qj N � � V CO �vj (V I� r . �r . I-� . �� T�T_ _. f� V I� V . TTT_ f� �. i. .. ' M . Q � . � N I� 00 .. . CO I� I� C7 . M M i I : .... L . i .. ...i . i - N I� O � - � c0 (O � CO � i� c0 �.. � N N � ... i. i. . i_ ��..�� � i i. : . . ���,� Q � �. i. I ^ _. ..... a � �_ I _�_. _1 � co � � � � I I� � � I f �_ _... � i_I � � . � I. co cfl co ! I-{.. , �. �. � � �, __ _ 680 - � � ;-�- - � Q ; i; , 680 - - - 'i i i i -- - � Q 0.020 0.020 ��i ���i Z �i i i i i ~ i i i i�� . �., 0.040 0.020 vi - — — 0.050 - O — _ _ ' ,4� i � : i. Z 0.037 — OA23 0.040 � .� I � � I � Q 0.04 _ _ �__ _ -- ----= I� \ � - (n J -- =� — _—_—�___-- V �I 670 �- - � I� i - ---- � � Q � — - "y-670 � - � � �u i i � - i — � �� N ��_. — W � ` . " � � � Ii: � ' � v 6 r ,.. , , \ �/ y �I � ___ � ' _ _ _. _ , , � , -- - , --- � � � . -- — — . _ _ _ _ _ - 660 -- , , � � � � � TEMPORARY IMPACT IN _ _ __- ____ \ _/ __ WETLAND - - 272f00.00 - - - - ' � --, -� - , � ' � ,` ; � ; , -_ . � � �, _ T, I�III -- - � r__ �� i i_ _ i i I. i i . � � _ ' i �.. �� � � i � �.. � i - ;_: i i _ i i��' B�QI , � _ ; - _ _ ��� -J , � — _ ,, �, � - -- - - : � � , ; - __ L2NBHOT I I I - -- T �� ��':, � ��� 700 � I ', _� : 2/f09.62 I.. 27/?6�43 i I 27I+03.48 �2NB17 i,�� � � ��, ' � _� I� � � 700 YIORPA - � i i i I I i r � � � i I I: i 2 5A � -- �- - , � _;-: ; ;i, .;i ' _-'; WETLAND � rtr I , , , ; , � � �,,-r � � - - ��� � � � �� 690 � " �'�o M����n � �, c� � � co � - 690 , �- - r � - , . �,, .I . � 6� V - - o� 6� O I• , �, �, - . . � i _ � O � � O i . � � . . � � I� I� � CO rI II � �� ` N � � i W , . . . �. � l� . �. . � tf) M � � Oj TT�. . � M � � � � � � V (O V O ITTTTIT^—I.. M � � CO II � I-TITf . � �T� . . ._.— . i �i . i . i . J _ N � � � � .., ._ � (O c0 CO � f� M 1� CD C7 � N �i. i � i i i . �. O i i � . 1 �' 68O `'� � �_`__. I i i � - . � ° c � � � � � � N �o I � : . . ; I �, � � i � � � '. _ � o � ; 680 _ � � ! - � ' I �� � � : � � �� � � �- � - , 0 023 0.040 0.020 � � �� � � � � � � -- � � i � Q 0.021 0.043 � — � � Q 0 04 0.037 _. __. . ., . , . _.�_. , ..�.a. 0.021 ` -- --- 0 040 k � \ — —�" � � W — --- -- -- ----- � 670 � i ' I � : � c� � --� - - � ` 4 v � _- -�gi0 x , -1- i \ k W -.,.. Q - � - - --- -_ s , I \ W � ,,.- `' , . , � �' '-�- .� t\ � � J - � �� ;' � � � �,,— i ! i_ � � r � _ �-- _ -- � � ��/� , � _ � � ��/� TW VVV " . . I I —__ . . . . . . . . —_ _._.1. _ _ I - � / ...� VW TEMPORARY IMPACT IN --_--- � _� -- - - ' - � - -- - - - - i - - -�- _ ; � 27/ 50.00 W ETLAN D T �� � �� � � , ,- _ i I I - __ , , ; . __ __ � �-� � - _ -_ - I � 'I I � � � 650 - -. - -. - 650 �� � �. i V � �T � -� - L�� �'� , 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 N2� ��� � ------------ - ------------ ------------ ----------- - ------------ _ --------- ------- ------- --------- ------- -------- -------- ------- ---------- --------- -------- O 2O 40 1O 20 PROJ. REFERENGE NO. SHEE H � V �� I-3311C X- 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 CROSS SECTIONS PERMIT DRAWING no � _ � � SITE 4A-S SHEET 23 OF 35 no - --� - : - , --- ,� �: �� � �� �� � �� � �� �� �� ���� � � �,� � _ _._.__ _ _ L25B/ L2NBHOT � �- � � 'ri-r� -�-�� - _ � ' ; -}T� �I 274+13.43 �� tTr�- � - --- � - � ,- �_ 700 � ! 273+53.48 . L2NBl � --1' a-� �����-H - ' T � -,� 700 T ' _ � . ' '_ T I':: � . �_ �j , I i I II� ;� � ! , �, II I!i ,� �- ,-; � _ - � �= � � _- -- --- ;-I � WETLAND 2�sf653a � �� � � � r � T _ , � __ ,- _ _ __ _ _ � _ � � � . . � �. N � O ; J_LL_ . � M N � N^ � � CO ln � j .. i i i . � � �. . N lfl (h N I . d' CU'� M CO O) .. I I . I 690 � � co w m ao o CO cy ch co rn � � 690 _ �_ �� �� co � co � � �anirv �� I °n°� o� � - T �rr- -rTr co �� co I i M Q S� T - co � co ri . ui — .. �T� 1 � � M . _ . T (h . . . . .,._ . . .. I 0 I. I I . �.. i ! I . i ' CO . . . . . � c`� . _ , i . .. '... li. . �. li . , . . .. � � � . � �_i � T ..i ,, " � ..t_;_. ._... .'. .. :. .I. � O �. I. .;: ...� ,�. '.,.. I � — i . i �_ _ � .i. I . 680 a. - 680 O Z 0.015 �22 -- Q -�- I i. : ,. _ i 040 04 0.020 0.040 I� T: r�'� �� �� '� � �� �i� � Q — _ - — Z (/� � � J — S.v 5�� 0.021 � '' � = �..._�, � ' -- --- =--y-- - - � __, : � o.oao k � � / � �-- `- s�a.es —_ I� � _ i� � � _ 670 � � - __:_ _�:-�= _ _:: _`I X �' � � ` `�i Q ..-670 W � � :::� �.::;IIIIII � � cn �- - - - - �` � -� - - � �' �. � � � � � , � _ '- , � -- � Y _ _.._ _ � , ; , _=- ,, �_ � _, : .___ � / J - � : � - �-- �-�-- , __ 66p � TEMPORARY IMPACT IN `� � � � � - � � � � � - __ , ,. - - - WETLAND �, - = 274+00.00 - -__ - - _ -_ - - - -, -'_ __ - , � , � , ; , _ , �, , , _�; --- ;-__ _ ; � , . ,, _ , '. � �� i;' .� �. i = ir i . y. ::i '_r i: i � � t i . i� 8� ,. _. i� i �-�-.-- :. i � i�. : i i i ii: '; � � � - I � � _ . �_ �--�� -- � � _ �_- _: , , _�- y � _-, �_ I �;_ - , , , ' � � � � --� , -'_'_ �� � - � -� - �- , � � -- �+' : � ��, � �, - � � � �- -�' �'� � T , ; , -'� - ' � � � ; ' - , . _� � F ' ' i L2NBHOT i � _ . � , . i ,. i . �; � � � I I � 27�6�.43 � : � �I�� �' ��; '� ��� �' � ��� � � � �' �; 700 , ' I - 273+03.48 L2NBl -T-+ _� � � � ' ' ' 700 i , �:;� , � ''il l i�i; .,- j 273+�532 i I:: �_ .. . � � � i', , ; , : , , , i ; ; _; i i .� WETLAND _ ,I ; T- -- �- -- ; , , _ , � �,-r 1. . M � �. � N l� � I� KY MM � f� � . . . . . . i � i — �. . , . . . ' �L . 690 �_ �� � c`�oc" � �c�o �� ����� co� �� --- - �� �r> � � - : T 690 �rr- -rTr i � � i co �O co cfl � co � v ui o � o �� Q T T � I II�I I � � � � � ; i ;._ . i. C� . �..�� � C9 ��•.� M c'� ' i .� � . . . .. �i. � : I ._I._.. ..-i . '. .. ��. �. � �. I �. � � I� � i_.. � i 0 �. ..'�. . :___` __ � .. . �... �i. _ 'i ' � � � � ' �l .. . ... I � � i i i I i � i� � I� . � i 680 _._ ._ p a o.on o.o2z " Q ---- -�- 680 �--.. - - -- - � � z oa o.ozo � � z � o ao o.oao � z _ � � � � �� � � __ ��� � - ' ' 1 Q --- -- -- - - __-- - � _ � � - --- ` �/ 1•I 0.021 0.040 � i i . � -- --- \ �'� . _ � � _ � + �� (n `•-,�e � �ll ~ � .. - / � 674 63 — � —� — _ � x — . — ---- 670 \ _ . X � ,✓ __ ___ __. - --- -_ ` ,�, O 670 �u i , i ',I. � � cn — — — i �_ � �� � � � � -.. ' ' i .- �- i� i. , � �„ . � � i , ��_ ', -- � 660 - -- - -- — — ___ _ -__ --- --- ; - - � _ � \ � � �� __ - -- �o . - .� ' , _ , ,�— . �, , � � � � , TEMPORARY IMPACT IN __ � - � � - � �- --T - = 273+50.00 _ - -_ - _ - __ ./ -=_ - - - - � � � � � . � � � ' WETLAND , � , , ; _ ' , I , . , : , � _�, __ � _ _ F I - � � . � � � ' � � _ i i i ���' 8�rn � _ _ I '� I_ I . - --- _ _�.�. ' i � I_ _: - ;i , � - _,,.,, � ; � - ---- � � : � - _ - ; � , , -- - - __ _ _ _, _ _,_ ' L25B1 � � � , Y/ORPA � � �' L2NBHOT '� � � � �'� '� '� � �'� '� � '� � � � � 700 -_ � - - '� - � - - -_J� 22+6052 273f/3.43 = 272+53.48 L2NB/ � L _ - �- - - - - — 700 _ , � . � T � � � � ;. . . ; 'I: ' . � �� � �� �r r r� � � i i i i i i i i 272+6526 � - -- ,- _ , , _; : ; i, :;i � ';, ;ii i WETLAND , ;� ; , , , ,-,-,r. 'i.. i �rtr �� � � � I . .I . . .. ._ ._ .. . . ._ _ __..:. . . .. . . . . . :L - �. i: ��_: i �. . . . .��..��� . 690 � �.hao v� ���r,n� � i�-- � i 690 ' r�co ' �c� �v r�� lV .'- _ .�.�� N � � cOD W . ti M CO � �� � V � 00 �� �. . '�, ��. . . � . �. � � f� �CO � � -� -�- � � CO C�O � � � V I� � I -�-�-�--�-I- _____ . V � � Q I- TITf . II � �T� �-. �i. �. i.i �i i� � -.. i �. �� i i i. �. i i .. �.; I I . . . .. . � � . .______. co cO M N N � ' .. , I I I . f . . . . . I I ', O . i i � ' I. I.. �. . I �i. i i � i i i i; I� � I I . _ (p � f� .. �., I l . . I . i �. �. �i ., . � :. .. . � .. . .� � .. . .. .. . �0 ,.^� I I'.,_ . � 0.020 _ , � i � _ r 68� i i iii i � � ', r' '\ . .. - - -- - Q . �- �-- J �� - � � 0.04='�37 _��--- 0.022 04 0.020 0.040 .I 0.022 � O ,�� -L � �� N � - 0.040 � � � . . . \. . . i i _ � Q — � � -�� 674.66 _- _-_—_- � . i i i -. . �. . . x n / ->_ � � C..) i� ,3 �1 � � � ` ✓ � 6 0 _670 ,.o - � - � � W . : i. '� I i ; � O — � � � i � h > �. s l� � � : _ , _ . (n �— \ I_ �_ ..I_� _ � /� a .� e- - �_ � _. _� � - � ___ _. � � �� �w - — - � � r ' 'I -- :, �� _ , - ' - -- - -, -' ' ' � � � / 660 T -' _ _ I � -- TEMPORARY IMPACT IN � - \ � _ - _- --_ � - � - - � � � � � � � - - - 273+00.00 - - - - - - � , � � ,; . , WETLAND T J `, � , � _ , , , - �, _ -- - � __ _ . � � 6� _ _ - - ` � ' ! . : : : I : - - - � -�- - - - I �� I� , � . � � � 650 �� i V _. �T � -� - L�� �'� , 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 N2� ��� � ------------ - ------------ ------------ ----------- - ------------ _ --------- ------- ------- --------- ------- -------- -------- ------- ---------- --------- -------- - O 2O 40 1O 20 PROJ. REFERENGE NO. SHEET H � V �� I-3311C X-38 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 �. � - _ ' � CROSS SECTIONS PERMIT DRAWING � __�__� � - ,, ,, � � �__� � � - � � ,, , � -� � � � � � � � � - � � � � � � � � � � � � �,- � � �__ , � , � � �; SITE 4A-S SHEET 24 OF 35 � � ���������!�,����I��� iGiiiiiiii�oiiiiiii a i�iiiiiiii a�iiiiiiiiw ���������� �0������ �0 ����■�����v��■���� v ��IIIII� �I�III�� .............a..�........... . ��������■,q,�������1 ��iiiii �Goa�oiiiiii�� ��iiiiiiia�=Aiiiiiia� ���������u■���■�� ��!I�I!IlI��IIIII�1 � ...............��.............� � I' I I I I I I I I'i:' I',. ; .a...�.....a�........� ��:9::: :l��l�e n�'� e �niiiii; iim� iiii;iii� �oiii G��� �iii� i�oiii iis� iiiiiii�a r'�'ioiii Gi �Aiiiii� ii�A�� iiii�iiin m��o��� ���o—� �����mo �—n��� ��s� ��������n m��a��� �� !�� ����� ���_ � 0������� ��N��� �O_ � O���0�0 ��fl��� �� G� OO�O�� �0��� O ��EEEEBeEWo'eeEEBEEE���EEBE���EE��e��EE?eE�d :EE:EEE���EEeEE �..�........��.......... ..... 1����B��O��ii�l���� . .............a.................. �� � � � �;,.. , ,..., ,.. __. . __; - - - ---- --- - -- - -- - -- � ;,, ,_ � �_;,. � �_ _;:: � � -_ � � I �.:� _ �� ;1��.= �� � __�_�_ �, �� I: _ � '� � � i _ L j _ _ j, �� . , . , - -- -- - - - ; , _ 1� � �. . .. , . � � � , � �. 1 � , � _ � __ --� � � - � - � --- _ - -_,- . _ ' - _=- _ _- _ __ - - , � , 7/0 - _ . ' _ . 7/0 _ , : �: � � � � �: ' ' � , , ,� � � _ � � � r.- � � �� - _ _ _ � _ , '. ' ' L25B1 -- _ I L2NBHOT =� � _' - - _, � � � _ � - - - - � � , __ ' 275+13.43 �- 274t5348 _ -- �.,_ , .� i. �. _�:� � , i. ...� , i t! i � i: ,. ..: � I 'i I T: 700 , L2N8/ � i �::;: i � � 700 � �i: ...i WETLAND I : _ -� � - � � -_ '_ � �_ 274t65.50 � � _ �� -_ � � —� - - �= � _�,—__ �� ' -- _ _ --- � � � � II , � � � � - � � - � � _ � �. � � - - - -__ _-- - _ _ _— . . i � �I �� p� 6) O O) �� M O� � N ._ . .. � i i i i i i -� V 6� �O �- _ . .. _ ,�. _ . � � � V O V . O'7 V M O N � N � i... ,; " � 6j O O M � N O W PJ Qj � � 690 � � � o o� co � m r �- oi �ri �� �� �1 I I '— 690 __ : ' ' _ ,� � �—� � �i i i ii � co� �� co co � �M�v �rn �� �o �o ' � Q -- I-- O � _. �.. � I � i I I 'i r� co � o ri ��,.� i � � i /� � . . I �. � � � f� M n I. . — -. �l �� �p � J � �� O � oao o.o a o.ozo 0 0 o.ozo o. � Q ti 6 0 i 680 Z oao 8 ,� � � : _ ,' � , - �, z _ v� \ �� Q -_�__- — - - � --____ _ � � J � _-- - i � 0.021 0.025 � — i : I _ � \ � ,_. ,3: 0.040 � ' � , _ a � � _ I, I �n W / � —� � . � � . . .. . I . . � . . . \/ 674.08 — � . . \ i 670 7 � � � _ � k � � ; - -� ; � �� I _ } �_ 4 O — — — — — 670 _ _ , ° W - -� � i— _ � - - -- -- ,_ � _ \ / � -` `-- � � �� � _ � �'�� �� �_ ' � �.... . i �— —_ _� ��. .��.. -->_ �I % :. i_ . . . . . . . _ . . . ... .. � . . � � . .. . . . . . , ,, i _: �-,- _ _ _ �. ---- - - . ,. ., . � I ,_ --'i . � ~ : T �.. � .. � � � r� 660 660 ' T ' ; ! ' 275+00.00 . � � � ==_ � -;_- _- � , !, ' k \ - � _ ,� , �, � ,I ,`, � � ��. -, ; �, �. ,-- , , ; -�- � : �, ; -� TEMPORARY 1MPACT IN - I. WETLAND I 'I I -- � � � -- -- -- � � , , --- i- - - , --- - _ 650 _ -I . _ --- - � � � � : � � � � , � _ � � 650 �� � � � �� � � � � � ��� � � � � � �� _ � � � � , _ : � -- , +_ --; -- - ,--- - ; � - , i- --- -- -- -- - - - - -- — - - - - - - - - F ' � - - - - -- � --, - - - �_ - - T T , _ � , ; : ; ; , _ ;- . : ; __� ; , : , ' . : :, -- - � ; . , ' ,_ ,-.- _ � � � �: � ;: -; � _ _ _ ; � �, , �, , ,_ -� � �, , , , � � � 7/0 i._ i _ i . �. i _. i _ � � i i i i --. - i i i i i: i i i i�� 7/0 � _ � . �� � . . : : ' - -- - � �� -� � � - - ' : : - � , - - L25B1 ' C2NBHOT ' � - -- �� � ; i ' ' �� _' � � �' 'I - _ T I !� � � ��� ''� ' '' F 274f63.43 � � � i ' - - � -- -- - - - ' 700 -' � �� ' � � , ' 274+03.48 � L2NBl I I�, � '� � ' , '� ' , _ ', _ ,. 700 � ,: � � �, � � i � 274+15.44 ' !, !.: i �, i ; I, WETLAN D -- � i i: i I� .�I i ill r � � ii -rtr' � � M i i i � � I� ('7 - , Cp � (V �'PI I� � m . _ . _ — . _- .� . — ' —I � ln CO � - . . � . lH- � � W � M � . . � _ � . '_1: i ! 690 ��.i �� °' �,., rn ws N�� � � m � 690 , , , � „ � � �1 _ �' . '. �' ' � , �p .- 1` O � � f� � � � N lf) I� lf) N O � � .. , . . . _ � � CO � . . . . . ._ �_ .__. . � CO CO � � M � V V � .��I . pJ � Q p i _ � � . ii.i �i. 'i. i.i �i i i i . � . . i.. . � I.�.. ^ � ..� .II � � d' � Q �_ � T_ �.:.� � ... � �.. .i. � � . (O .._._'_ ____.-_.---. m M M i i � Q S . i i�'. i I � � I I. I, .. I � � i. . 'I� I �i. . �I�. �� � ��� � �i i � . � . � � � . � i i ' --� - ; '�� i � � � _0 040 �_ —. 0.014 0.019 0 0.020 0.040 � � � -}: 68� � T � \ � i J — — \—_—__ -z 4i �:1 0.022 � = j� - � � � � � � � � � � � � �� i.. s7a.55 __ 0 040 _ � �ll . � � �� — --- � 670 � � � _ X � .-/ , �- 3� � _. �6�0 � Q > � e _ _..., �� �.� .� _ - � � � lV .. � . . . i. �—�1�TI I � � --- L � � -- � _ � , -. . � � � _{ _, _I. � �__,., � � J � , , . �� � � ti �_� __ � a' , _ � _� � ; � — — -- - - - � �'�`/� � ��, , , � �`�'/� � � T�W VVV .. . . . . I . _ I i -__ �, � I -_ _•_._.1. _ _ i. - � ._'_ 'I � > / j . �.�.:� VW ` TEMPORARY IMPACT IN - -_ _ � - - f ' - - _ _ _ _ 274 50.00 _ _ _ _ _ _ ` �� � , � � � �� ��, , � ��� WETLAND _ I , '� T , � ti _ . _ _ ; ,_ . �, � �_ �� 6� - - - �_ -. I - - _ -. : - I- �-�! I� �-' � - 650 � __ . �� , i ��� �T � -� - L�� �'� , 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 N2� ��� � ------------ - ------------ ------------ ----------- - ------------ _ --------- ------- ------- --------- ------- -------- -------- ------- ---------- --------- -------- - O 2O 40 1O 20 PROJ.REFERENGE NO. SHEET N( H � V �� I-3311C X-39 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 �. � - _ ' � CROSS SECTIONS PERMIT DRAWING � __�__� � - ,, ,, � � �__� � � - � � ,, , � -� � � � � � � � � - � � � � � � � � � � � � �,- � � �__ , � , � � �; SITE 4A-S SHEET 25 OF 35 � � I IIfIIIIIII I IIIfEIIII � I��II-IIIIII� I: I' I' Illllllli: I',. 'I I��I�IIIIII� I �IIIIIIFII�I ;' ���I��IIIFt� I �I�IIII'����II -f�lll�li� I �l�'�IIII�� I�� _ _ _ _ � � � �:., ;� i � � � �� � �: ; �-_� � i� �: i __�� � � � �,: �� � �--a� i � �-� � i �--� � : , ,: � ,, ,. .�, . : ;, � , - --- - � -- i - , , , � � - - - - -- - .. ; � � -- ; ,. .:., ,. ,. ;., ' - - : ,:. ;., , �- � --� . - - - -- � -�-- . : � - -- � -- - -�- -- - - - - - - - ' .. �� : I. .., , . _ . _ ��. . , i r �` - . .. .. �� _i . .. i- �� i i i. . � . . _ - �T-i .. .. .. :. , i i. . . --i , .. . ,. . ;. . �.._ _ . _ .. i . � ! :. �. :. .. ; - I .. . ,. . ; - - .. .. . . :. _ �.. _ � .. i. . ;. . ITr . ... _ _ _ .._C . .i . i i�i ii �i i �i �i �i �i �i i �i��i �i � iii . _ : T _ _ _ _ . T _ _ _ 1_ ' _ _ _ _.1. _ _— _ _ _ _ %2� __'_ _- � ,�� %2� � , , . ,� , .. _ _ . . � , . . . - - - - - -- - -- - - - - -- - -- ; � � ,_ i i _ ; ; , _ ' ; i I � . I : ; I ._ �, , � ;i: i j ; : i i i' � �. . ': '... . `. ' � _ :, ' � .�� ` - " " ' - -' �. . I _..� � __ . .__ _ _ � , � , ' - - - �1� � � ._ _ 1 _ __ _ __ _ _--� � , , , , , � � � - - - ; -- - - - -- - - � � - -- , , _ L25B2 7/0 � : � � � � � _ L2NBHOT -- - -- '� 7/0 , � - ; � __ � � , � � � � � � � , �� � � , , , , , , : � • , _' - + - _ � � _ - ; 276f13.4/ = 275 5348 =_ - - -_- -__, - _ __ - � � � � � � � - - - -;- � f � s . � , : ' . , : , _ ,--. ; , _ i.. i i . � i � _ i � -i , � � [ i i 700 t ,. r �, � i � L2NB/ i �.: 700 ' ' ' � ' ' � � i '_�,_ . �� -_ , ; - - - ��- -��:--�� - � N � N �, �, -', 275+65.63 � - _ , �, ' _ . O M V M � M M � I� M CO m � O N � N � �i�_ ,—� _ — i . I _ � __ �i i i i i i � � nj r O ��vj N O� .-- oj N��� __li � i�- �i � O r N T � N � N tn -�- - - WETLAND � .- � o � � � �, o � � -� � - � � � ��� co � co � co co v — �u 6 �0 690 � o � � \ . � - I � . �O I` � O V (+') � Cp . , � . ._ i. � ... � T. ' . . . . . I . . . . � I i � I ' �', � I I � _�I � N . ��'�I , � p V � � p I .: . . . Q .. �. . � i \ � � __� r�� i r�r i �r vm �,.� ' i __ _ _.._ _. � i. . � \ � i 0.013 0.027 p � _-i co `— �� r� i — k — 0 0.02 � — — � � � 0 040 D 0.040 _ _ J �j-L _ r � --- — � � 680 O a =_— _ -- — - __ — � z � 680 \ � z "�\ ----- � - - - �r �rr� i Q 0.017 0.021 � : _ � J � y: \- 0 '' :- _ T I� � / -+�. 040 I� � r,.-�- � -- a i . . . i. �/i � � . . . , . . i . . , . . . , . � � �� �� '� ��� ��/' 673.42 v �� � � � I 6%Q .7 � -. i \ .. i I !. . .. . ' _'. ' ..{ . \ � . �c � �, � ' ''� � . � �� � � 670 _ �I � _ _ � _ -_ ;. � _,_ ,__ � � � — \ � ,� � � � � � � � -� � � I I .. I I _ I I I I � / .__ � I _ .. ..... . ... . .. I I I I I �'— — -- — .,.._ ._^ \ � / —'- , _: , -, � 660 � � - _ ? . - ,_ _ � � - : � 660 � , _ _ 276+00.00 I , ___- __ � _ - _ I 'I � � I =_� � �� �� , � ,_ _ � � � � � � � � �_ � ��. i -�-' ' _, :j - � � � ::: �, �: ;-- ; � -__- � :a__ -_ 1 �_�_ k, I, _.i j I; � -j -, � I: -- TEMPORARY IMPACT IN � ---_ : � - , , _=- � � ,, ,, �, :- 650 -- WETLAND -__ - - --� - � 650 , � � � � � �� , � �� � � � � � � : � , , � � ; � � _ . � --- � �- - - - - - - - -- - - - -- — - - - - - - - - --- - - - - -- - ---, - - - - _ �,— „ T T , „ _ , , --� , , -- - � ,_ _ � - �,_ � �, � ;- � � � � i � i i 7/0 i; . i;: :i: . i: L '. :' i = - i i ii i -. - i ii i i: i i i i�� 7/0 � ,� � �, _. , ... . ' - - - L25B/ �� -� - --- - - - - - � L2NBHOT -� � : : I� 275+63.93 275+03.48 - - � ' ', -- ��' , � '� � '� '� � � '�' � �'�'� '� ��'� '� � '� � ��� i �� -_ � � - - '� - � -- - _�� , : -_� L2NBl � � _ _ . _ - - _ 700 i I � � � �' ��� � i i �� 275+1557 _. ;. ; � , _ , �. , � , i� � , � , : , i, _i , ;ii i WETLAND � �M �� �� ��� `� �o _ . __� � _ . M V M V V O (O li ..— . ' '—I . � r O O O M � N W� O N O � O tn �� .. i � � . 690 °' °° °' `fl �° co �° co w M a' v W 690 � � � , , l.. . � � c0 � (O c0 [O � I� � I� ��. c'') N �p � . � � `�e . . . . . . ... _ �i i CO u� d' - p V O 4� N � i . � Q - � _,d�,_.,.� . . . �_ � -lT� I � � O __, lf� � . � � - — -. f` I\ � � O � � � ��. � i \ i i . '. i I i I . : . � CO � � � I� . . . �. . I . � �. I. I L � � I I � ' 0 0 040 0.0 5 OA25 0 0 0.020 Q I � � � i. : �' 680 � �., � � , Q _ _ o.oao - cn 680 1� _-- — - z _ J \ � -- - - � � Z - � � ,� � � � � � __ ,' _,_ __ i i�� � � Q � � � 0.017 0.022 0.040 � i— � — \ J . ,_ � �... - � - � � �_�_ _ - i � i �iii i� � � / i, i= ����"'� — —— V , �-I � � � � .. .. �. . 673.44 _ 4./ . . . . S � �. . . . . . . \ . . . . . . . . � � ...,' � � . �. i I :. .... � . I . . . . . . . . . . �..� � Q �� � �j%� J 6%0 _ I I LF-I..I �_ � cn � � _ � > � , -�� _. T J �• I -- ..., .. ` Uw � v I � � � / ..i . / I � �_ -, � � � . . � �� � �� �v�� i i' i _i I - i I � �. I I . . . . ` � / . . . . J I . . _� _ -_ I . � _ U� � I — I - - 275 +50.00 ' - � � _ _ r�o ' _ -_ -- - - - - 1- - `, � � � � , ��� � � � �, � �' � ;�� TEMPORARY IMPACT IN T � T . � �.v _ _ -- -- - - -- - -- s5o � � WETLAND i I � p ! � i I I I ' � - " � -- -_ � �_ , -. - : - - � I ��I '' � - 6so _ __ - - _ _ , , ��� -_ . '� �,., � �T � -� - L�� �'� , 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 N2� ��� � ------------ - ------------ ------------ ----------- - ------------ _ --------- ------- ------- --------- ------- -------- -------- ------- ---------- --------- -------- - O 2O 40 1O 20 PROJ. REFERENGE NO. SHEET N� H � V �� I-3311C X-40 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 , ' CROSS SECTIONS PERMIT DRAWING __ � � � � � - --� - - SITE 4A—S SHEET 26 OF 35 - --- ,,� ,;, �� � �� �� ,� �� �� �� �� � �� ��� � ��� � �� �� �, �� � � � � �� � I IIfIIIIIII I IIIfEIIII � I��II-IIIIII� I: I' I' Illllllli: I',. 'I I��I�IIIIII� I �IIIIIIFII�I ;' �I�IIIIFti I �lilllllii�ll -filll�lil I �l�lllllii G -:-I �� _ _ _ _ � � � �:., ;� i � � � �� � �: ; �-_� � i� �: i __�� � � � �,: �� � �--a� i � �-� � i �--� � : , ,: � ,, ,. .�, . : ;, � , - --- - � -- i - , , , � � - - - - -- - .. ; � � -- ; ,. .:., ,. ,. ;., ' - - : ,:. ;., , �- � --� . - - - -- � -�-- . : � - -- � -- - -�- -- - - - - - - - ' .. �� : I. .., , . _ . _ ��. . , i r �` - . .. .. �� _i . .. i- �� i i i. . � . . _ - �T-i .. .. .. :. , i i. . . --i , .. . ,. . ;. . �.._ _ . _ .. i . � ! :. �. :. .. ; - I .. . ,. . ; - - .. .. . . :. _ �.. _ � .. i. . ;. . ITr . ... _ _ _ .._C . .i . i i�i ii �i i �i �i �i �i �i i �i��i �i � iii . _ : T _ _ _ _ . T _ _ _ 1_ ' _ _ _ _.1. _ _— _ _ _ _ %2� - _ __'_ _- � ,�� %2� � , , . ,� , .. _ _ . . , . , . - - - - - -- - - -- - - - - -- - -- � �. .,� �... .i _ _._ , � � '; _ ' � � �i ��: � � , � . , � : . ,_ , _ . 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SHEET NO. -EXISTING GEOMETRY TO BE RETAINED � I-3311 C 19 UNLESS OTHERWISE IIYDICATED. � ROADWAY DESIGN HYDRAULICS -SHOULDERS, SIDE SLOPES, DRAl1VAGE, ARE ENGINEER ENGINEER TO BE RETAINED UIYLESS OTHERWISE '� IIVDICATED. �' �\, o JD8Ei3800N� pG 423L H.q\ -DESIGN EXCEPTION FOR SSD 525' �� Q� � � � 8.3�20 -L2NB1- STA 3I5 + 75 TO STA 325 + 60 � QD' � A � ,, �I -DESIGN EXCEPTION FOR SSD 465' �j� x � � �� �'R -L2NBl- STA 325 + 60 TO STA 328 + 75�� '�i� �\\ a�` � � �� ' \ � DURFOACEE WA ERTS IN y1S��, �Z`a�\ \\ � IM �8 ONC.�� ((('''��� `^�, �� ���RE���� � � DENOTES TEMPORARY � !' � IMPACTS IN SURFACE WATER � ���� `t„ ��� �� ��o ��� �, �i"� `a:� �`W �')L � \ � A° � p � constr��ction, LLC 1" \ �T \�9. , ` � � . RETAIN DI B�ST C. DITCH \ \ \ RETAIN 24" RCP � �', �^l��1 r \���71 �\ \� ��\\ �\\ \ p� .. �,,��� � �� Louis Berger �� ��\ � � � \ �\ � � �`�'��� � �,o. � �� �� � ° � PERMIT DRAWING ���; �`� ��� �����, � � SHEET 31 OF 35 , `,, � � � �� . � �` � � � � ��� �> \ \\� \; � \ ��BST� \ � �� RETAII� DI & CO,pIG. DITCH � � � RETAIN 5'%6' RC�J ��� �� � � \ � 2,p \� � \ � tVy �"'� � � � o''� _ �, ��� `�\ � �� ��VA `�"°s V � � �,,, �' � � aerniN ia° ecr F�3 `� �,1"'1"'- ��, \ � \ � \ � � �3 oe�y �. � ��. !�y \�p � � \ „ � � �� 1'�""4 �r q,��, ' �� �� �j @ �. RETAIN 15" RL'd' N � � ' , " � e���'yFj' �\� �\ � �� RETAIN 15"CMP � �� \�\ oy�29•\ � �`�"' / W 0�' �\� ` �rr �� !- ��\ \�\ j � � . � }<�� f,,,�✓ �RETAIN 24"� CP���\ �� �\� RfTAIN DI �� � �ON�\\ \� \ � � —RETAIN DI& CONC.DITCH� � � � �M '�^�+' `L''�Pr���, ^ i \ PP U � � �� � � � / �� � � \ \ `W `"" 4s,'� '�/. -' �\�\ '` \ Q ;' � � \ \�� \ ` � � \ � \\\ Di IZQ�RCP_ Di � (�� \ . / � �j Re1niH oia � "` �\ �\ oy� � \� ��� GONG DITCH � �� � � s,x � � RETAIN 24�� R ' M�b p� � _��� �� �� � C ��� ��� � , � � � RETAIN 15" RCP \ � A� 0� �. \ 1 � � � \ '�d � `r \ � \\� T li - RETAIN DI8 �. -� �_�_.� �'��_ � r4uy�N��, `� � s��� p � \ � \ � � �� . � CONG DITCH - �� �,\ ; /aLTBST ��-��,_�__�A` � � �� s �O � RETAIN DI & CONC. DITCH � \ � \ \ � !� � 4 R P � -�.,,r _c,,�,x ,= ��=RETAIN DI \ \ -�� � -___- �-._:..-__'. ___ �,�a //�ze-``P �;i \\ q1Y\I \\\� \t' \ \:::: . 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Pq CLASS „B„ RIP �F ��\ F RETAIN 36„FRCP J- '� C v. �'� 50' fiCP -- „ �...-ltt�. y � RTWR 0�� $� \i � � ST.10 F� o � . ��B NH� _ _�_ � —"�- � R . `-` � 0„ RCP-.III r_ O TB 2GI y ST.3 TONS �, rn �" - - - �� ' � ,\ � \ � % \ � � F _ - - —�cP �— 3o acF -- —�_ ` Te s�i is eca- i G�L� O _ _ 3 1� I � \ �,� � � \ �� REMOVE 30" RCP '"""'-- ----..._ � REMOVE 30" RGP —'�� J �---_ � �, O , LATERAL GRASS SWALE\--�/- \ .. . F yr`Z - -...__ . . �� ._ BST�_—`__ ��� � `, .._..__._ �_ f�., � �1 (�D52IJ&E2K �\ \ \\ � --........ -- — � + � . . � ..-- '- ""' � _ _ _ i — ND EXTEND I 18" RCP-III � �—*� _J TB 2 � �/ � \ M �O TS `v-� Y ��� / Y \ t , _ � ' .-`'\• �'.^�ti.. "�-i\- . . C �'a���� REMOVE 15' M �I II" R P P _ REM "^r-�-.,,Y � � ' I �` � TOE PR pTECTION \ � A���k T �'P � �~ \ ����� — RETAINN DI �f— REM6V� 30" RCP�"'zGl W M S � SEE D YAIL 'N' \ \ \ SEE DETAIL 'K' '�""�v �- _ � _ _ -- � � (SHEE�S 21 & 2K) `\\ \\ (SHEETS 21 & 2K) Z / E5T.42.3 TONS � �'3 � � �, � �/' REMOVE YS""AC�P,� � C C � � i �\ ` EST 38 5 SY GF CLA55 "II" RIP RAP � �`^ � � / RTWRPO �O 1� � � AT EMBANKMENT �� �> � "". � ���'". . '^^ � � 11 TOE PROTECTION y U � � MO w� REM�OVE 15"'k PTB 2GI I m SEE DETAIL 'N' SEE DETAIL 'K' \ �^ (/� 1, SH� � SHEETS 21 & 2K) ��(� �� M� � ' � � � �yI 1 �Bl 8 2K) �- � �ST. 99,8� ONS �y_ C ? � �I I ol� F T 44.3 � � ��_ CONCRETE DITCH \... 18 RCP I' � I - F� F F � -- — � � S DETAIL'M' � � - BIJg �HIII K� � � \ I 6I� �_ - �� P\ 1sHeers �, s zrc� 3� y -_ , F � �I I m CLA55 "II" RIP RAP `,, �� � � a � EST 12 TONS `,� � � � �� �,> dY�lRFS ��P Q < �-.., \ II I I� / . 7'x7' RCBC � '� - _ _ � I I ..., �., � � w/MH . . VE C �.1. � ' � �EMOVE DI \ ' .^ T6 2GI 5 ..I I �I � � + � � d � , � 3 � � �° ' -s'esr 8„ ecP�u - , � I EE DETAIL'P' � ��� .. LATE ' � � - � IB" RC - �y -_,L___ -LZNBHOT - S oerni� �o' RTWRP02-i� � I RTWRP02-15 � _ _ I WRP02-12 s .. — � � zci I - � _ RTWRP02-13 `�"-' 7�, � � / ' , I �► ��� ' L/ � __ �� — �� ' . / ��` � --- �WRPO7�- O SEEEDETAILDBTCH �� _ j C C —� EEEDETAIL'BT�� �- �� I� �G� L / �TWRPOLJ �� TO R�IN � ITE 6 S (SHWF3�D�18 2K) E— 2GI �C � / �SHEETS 218 2K) -' - _ - - -d- - _ _� G'�''-� _- � p/�RPO� 1 r � \ � � - - - - i ' - /J� A \ — i � �- --------� - !J . LATERAL V DITCH � STANDARD V�TCH---�� SEE DETAIL'A' I SEE DETAIL "f�/� �\ ����85��— �I SHEETS 2J&' K) // \�\ (SHEETS 2J 8 2K) ----=��� =ETAIN DI � � � � 225'BSi � �// // RETAIN 8 EXTEND� \�� ����— � � �IN-3�REP � 7'X7'RCBC � ����� ���� Q��j� o� / ����� / i ..� . _„].��r,��,r , .. . - ------� ------_ -- _ _ _ � _ `T - CONCREATE �A�Fi � %� r•;�"'• ��' _ i�bv � se oer u M � \ —�=���— —�==��� _ _ - o, i (s Ee75218..,zi�j 1VOTES: t � { \ � — � 235' BST � —� — - - - ,�,�.� u` '- u , � 1.) FOR -L2�� PROF��E SEE SHELT 25. rt„1-�„rtir —====�j�� _ -- ------ d===___�` =a„ ,f^�'�'�� V «, �, � ; 2.) FOR -L I- PR�,F`ILE SEE SHE�T 25. „ �' -- _— ��� ----- � ^ �`' aww 3.) FOR RVE A fry SUPERELEV��IVS SEE SHEEZ2 ---- ____—�� —L.- -��� � �,J W�o�s o�...� � � _____ _ � , �,� — -- - - NOTE: `� O SO IOO PROJECT REFERENCE NO. SHEET NO. -EXISTIIVG GEOMETRY TO BE RETAINED I-3311 C 19A UNLESS OTHERWISE INDICATED. k ROADWAY DESIGN HYDRAULICS -SHOULDERS, SIDE SLOPES, DRAINAGE, ARE `,�� eNcweeR ENGINEER TO BE RETAINED UIVLESS OTHERWISE �,3 JAMES, N4NCY CAROL IIVDICATED. �� � \�r o D8 i3eoo pG 423 4' p4� � \p �� s., N'�p �" �DURF�ACE WA ERTS IN ��r�1 X \\ � � � . - �R � 8ay �Y . J/�� � a� \ �� � � � 2��% � M A�CTSS INE SUORFACE WATER i� I,. �,,. c� \ \\ R IM QI & ONC. � � S . 1� `S�' �� \ �� �\ �� � � `� _ \ � + !' \�RETAIN�.� RCf� 4� .. �� t,�`} ,(' �,p,Y� �'o� � � 9 � �i Y �., � �e�\� ��� � ��� � � aerniN i a� c. � cH �'� � � ��o`� � � �3 , � COf1St�llCtl0f1� � L� � �. �S� � \ � � RETAIN 24" RCP � y � �1'�`� � �\ � �� � ��� � , �'�3 �',��'� � � Louis Berger � � <� �e� � \ � � � � � � � >_�•,`; ��,�s \ �� ��,r`��,���;�� �' � PERMIT DRAWING ��,\��; �� �� ���� � � SHEET 32 OF 35 � �. �� � �� �:. � � �'� � � \ \ � �� � t� \�,` � ;\ \; \ � \ � �B\ 4y'�� "" � RETAIN DI & CO . 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( Fj,� (L'� � - �nTFea� v �trcH �.. �1, � � �� - -. _ � �;TFRn� v d�rc+i; _ _ _ - - - - - - � � G / �,R/7WRP0�� ZA - Tp Rolia.\ �_E V S �� IsH wE3oo3i a��z�q iY`��:` t�� � ��i"'Lr,� r C � ISHEErs 2i s zK) - --a- -------/ I-- —.,'-��# 3 C SEE DETAIL'B' I'� SHE[TS 2I1 &/�K) //� r"� ��� � ��� �� C< � ��``C` ` \ < '�'��L V �ITZK�i � 4 B ,'r,BSi RETAIN DI -�I STFNDARD V 'fCH--- i SEE CE'Ai A' _� �� I /� S �' � � � � 22 � � _ —I �» ��i !/ � � �\ �+ ������ � -- �Ir1.3�REf / j / � k7AIN 8 EYTEN^v-' �_���� �.� ---- � � � / �`� 7'Xi' RCBC � �\ � �-t.ir'4 __�y r � �� ���� ��� �� 46�j� o� i-CO TERCN F dR�ri � �� !� - ^:�`,� �`„r _���_—� �---�—_----%bvc� �� f- �i✓':ir,;,i' w ���\ —�=—� --�=�d� L� �T iEE DTTAI oe � ,M, 1VOTES: � � l""' �� �—��— ��_�_��— _ _ - sne s zi R t , � _-, r--,.' w' "`'' "���� �. � �� 235'BST �� �� �ae i-- -�".�:..!'�''.. .+ � 1.) FOR -L2�,/� PROF��E SEE SHE.Ly��T 25. ��`1 __ �—== ___ ----- o� i1"`�"�� J 2.) 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FOR/�IRVE A f�' SUPERELEV�OAiS SEE SHEET-2 .���—�� _____—�_ �- o� -`���� r� ODS ol.a.fi _ � � �� � �\ _ L N,Z �vJ WU . tatA - � � - _ �� — � "'� �J . � � � \ - --_ T�- - —_ = ,_,-�, -: ___ —L2SBl�I-�]- -- p � �s� RE/�MOVE I — -_— � — � iJo /��/ �__" ' _._... — — EXTEND � - s _ _ � RETAIN 5'X6' RCBC i� — — — -- �— _ — — � �� --- F F �� \ CLASS "B" RIP RA� � �F � \ RETAIN 36" RCP d ' / ���EST. 3 TONS � � �� _�- _ _ ��ST_10 � �GF ',_ �o,�� \ F �'�'—�,� �-, > _ � � 4 �� , � � � C�i45� "II" RI RAP - AT EIv1��I�IK��IT SEE DETAIL 'K' (SHEETS 2J & 2K) EST.42.3 TONS EST. 38.5 SY GF TOE PROTECTION SEE DETAIL 'N' (SHF����1J & 2K) ___ F ------�------� —�— — CLASS "II" RIP RAP EST.1.2 TONS 7'X7' RCRC RTWRP02-12 — RTWRP02-13 � 320_+ -L2NBHOT_ DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER LATERAL V DITCH SEE DETAIL 'B' (SHE�F����J & 2K) TS — CLASS "II" RIP RAP � � AT EMBANKMENT � SEE DETAIL 'K' (SHEETS 2J & 2K) '� EST. 4$s��,TONS ST 44.3 �( �_` �, � s LATE E DETAIL 'O' � �e ;� 18" RCP-III � � _ ZU' PROJECT REFERENCE NO. 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' _---. ji_��— __� _�__��--- .., �11 I . . . . . . . . . — � .. . . . . . . . . ti ..—_.—� . _ . .-. �—e___ �. .Y �4 v 7 � . . . �. �. . . . �. . . �. �. �. . . �. � . . �. �. �. . �. �. �. . . � �"�..__'�'"_���.� . . . .___'_.7,. . ,, '�� '_' '_—' �. �' � —: _'� � ` ' . . . . . . . _ .�' __� "_"__' _--� � � . � .' �: ! -------= ---- --- -- p--- --- � KE N N E DY B RAN C H f � �� � ' TRIBUTARY _e.._ ._._. _F._ __�. _ \ , 'ENNEDY BRANCH � ; �. _ .r;��'��� --- , _ RIBUTA_RY i� —•----`-C�� -Y�-�--_ ---- ., �___ INV-725.16' '-- _ �� � � ,; '� - S =1.06% ---s---�- � �` INV=724.16' EXTENSION OF � EXISTING 1-7'X7' RCBC (156 LF) �- - INSTALL BAFFLES ALONG CULVERT TO RETAI� CHANNEL BED S=1J0% TIE TO EXISTING (1 FT BAFFLES ON LEFT SIDE OF CULVERT WIT �-, : � _ _ r — -_ r' _ -__ � -- - ___ i _- � _ _ ��G�i � �� ���uii�� � ���� �O���N�1 ���1 �ioo�i �iau�o i �•ioii� �ian�i �ON 1 � � ��� ��oa�� �C�� �.'�::� �i�i � ��aamn ��ON�1 ���uu�� wu�au�� ���o��mn .��G.:::� ���op�i � ��� � �� � ��� wuCau�� ��� �Ea: � �ev::� ' ��� � � -1 + 00 � I.. uai.m � 0+00 1 + 00 �t�-�� _�� � 2+00 3+ �''y"C'"'�" • ' .� • i � �i���u o • u�� ■ ■ ��� ■ ..�.0 �...7.0 �iii� ii ����o��� � . �' � . � . ' �t`' !_ . _ �, ,, 0_023 p.013 _ ��__,--'-�T._� n i �=1 � �_u � i �. \ , , ; �.� i iI� � - . i i i i i i i i i . i i i '� �----_J �� e � \ _ J_L_� J�1J_11L_ � . , ` � , • �`! � 1 0 �� � - �� o — _ � � � � � � ` w.._._ - ; -- �, � •` ��� .�� � - - � --- - - 1� � - °-- o_ ' -- -, � �'- --_ T i,, ! __' 'o. `_ .% �� T ;i,- ` EXISTING �-�,';�b' RCBC � � '' �y ' TO REMAIN ,, � , � ----�a��..�--,—•�-----•—'7 --'--_— � +00 -4+00 -3+00 � __ �� - --. ,_�. —_ ---�s _, - C: � H � m � � Q = Q v Z Z� J m 2} H � QZ �Z W � � w > � v WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1-S 155+10 - 157+30 LT FILL / CHANNEL RELOCATION 0.05 225 TEMP. FILL / ACCESS 0.01 50 1A-S 171+00 RT TEMP. FILL / ACCESS < 0.01 19 2-S 207+50 - 210+60 LT TEMP. FILL / ACCESS 0.15 270 3A-S 219+00 - 221+00 LT TEMP. FILL / ACCESS 0.15 217 3B-S 228+50 - 231+00 RT 4-12'x13' RCBC 0.15 234 231+00 - 238+20 RT HANNEL REALIGN. / STABILI 0.35 720 238+20 - 250+00 RT CHANNEL STABILIZATION 0.60 1180 3C-S 229+10 - 229+50 RT 72" RCP 0.01 < 0.01 45 45 4A-S 271+20 - 276+70 LT TEMP. FILL / ACCESS 0.17 4B-S 275+50 - 276+10 RT TEMP. FILL / ACCESS 0.02 57 5-S 290+00 - 293+80 RT TEMP. FILL / ACCESS 0.08 350 6-S 320+40 - 321+30 RT 7' X 7' RCBC 0.01 < 0.01 166 40 BANK STABILIZATION 10 7-S 320+20 - 321+15 LT TEMP. FILL / ACCESS < 0.01 100 TOTALS': 0.17 0.57 1.02 1400 2328 0 `Rounded totals are sum of actual impacts NOTES: � WETLAND PERMIT IMPACT SUMMARY - PROJECT TOTALS WETLAND IMPA T URFA E WATER IMPA T 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) SUBTOTAL CENTRAL SECTION <0.01 0.06 0.00 0.00 0.00 0.07 0.09 410 491 ���� a� i��'�L �I��� i��-� ��Gii��! �.�0 �.�� O.t�� 0.00 0.0(� <C�.C71 0.� 3 �0 2�S SUBTOTAL SOUTH SECTION 0.00 0.17 0.00 0.00 0.00 0.57 1.02 1400 2328 PROJECT TOTAL*: <0.01 0.23 0.00 0.00 0.00 0.65 1.24 1860 3117 0 *Rounded totals are sum of actual impacts NOTES: ised 2013 10 24 � � N O Lf�=_ Ocn O N�t NN} O� � �� �, � �}N �o°�� � �Y, �- N� o ��=z � �MI� O-�` V � M�� "I1 � .. � V W 0 � � � � 0 � � V •� � V � � O V a z See Sheet 1-A For Index of Sheets See Sheet 9 B For Conventlonol Symbols * THIS PLANSET INCLUDES PORTION BETWEEN STA. 230 + 00.00 TO STA. 336 +39.50 -L- OF THE SOUTH SECTION. � _ TO S \UTH END REMAINDER PACKAGE 1 -L2NB1- POC STA. 230+00.00 �J' Jl d )!� II A �� �\\/0��� �.� )1.�I�.le��,l �1. _Ul �L �Y 1L � Jl'�U�° � `�' 'S.d � �L �I �L �l� ll 1�1 V' V' � Il� � MECI�LE1�lB URG CO U1�lTY I-277 FROM WEST OF BREVARD STREET TO I-77 NORTH OF I-85 I11lTERCHANGE TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVING, SIG11lI111G, ITS, G UARDRAIL, PA VEMEIIIT MARI�INGS, TOLLING STR UCT URES /EQ UIPME11lT AND STR UCTURES NAD 83 /2011 � /� _ END REMAINDER PACKAGE 1 TIP PROJECT No. I-3311C _vin_ cTa R+�� �i - BEGIN `-L2NBHOT-TSTAV284+62.36 J ` END —L2NBHOT— STA. 289+14.36 110 EAST BRIDGE BEGIN —L2SBHOT— STA. 306+59.69 END —L2SBHOT— STA. 309+04.18 111 EAST BRIDGE BEGIN —L25BHOT— STA. 316+22.27 END —L2SBHOT— STA. 317+31.32 113 WEST BRIDGE THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES BEGIN —L252B— STA. 288+32.44 END —L2526— STA.292+56.64 11f1 WFCT RRIr1C;F �.� � construction, LLC INTERMEDIATE ROADWAY AND RIGHT OF WAY PLANS SUBMITTAL NO. DSG-0140 AUGUST 22, 2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L- POC STA. 336+39.50 -L2SB2- POC STA. 335 + 65.46 -L2NB1- POC STA. 342+70.35 BEGIN —L2NBH0T— STA. 325+35.93 END —L2NBHOT— STA. 328+65.26 114 BRIDGE ` � `BEGIN —L2NBHOT— STA. 316+99.72 END —L2NBHOT— STA. 317+89.05 113 EAST BRIDGE � BEGIN —L2NBHOT— STA. 305+50.88 CA END —L2NBHOT— STA. 308+43.80 � 112 BRIDGE ^ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH Prevored �or NCDor in the Office of: HYDRAULICS ENGINEER DIVISIOlY OF HIGHWAYS J LOUIS BERGER GROUP, Inc. STATE OF NORTH CAROLINA 50 25 0 50 100 ADT 2012 = 185,400 1001 Wade Avenue, Suite 400 ' Raleigh, North Carolina 27605 License No.: F-0840 0�' ���TN ADT 2035 = 231,400 LENGTH ROADWAY TIP PROJECT I-33I1C = 1.70 MI 2oiZ sraxnAnn srEc,Frcazroxs .��'�6� s'��� PLANS DHV = 10 % ee. � � � SIGNATURE: � � 50 25 0 50 l00 D= 60 % LENGTH STRUCTURES TIP PROJECT I-3311C = 0.56 MI R1GHT OF WAY DATE: DEAN HATFIELD, P.E. � reo�Ecr sNcrxssx ROADWAY DESIGN �6c� a� T — $ %* APRIL 11, 2014 ENGINEER ���F p�g,N9��� PROFILE (HORIZONTAL) V = 70 MPH l0 5 0 l0 20 * a o TOTAL LENGTH OF TIP PROJECT I-331IC = 2.26 MI LETTING DATE: R. D. ODELL, P.E. (TTST 4 /o + DUAL 4 /o) APRIL 11� ZO�4 �'ROJECT DES7GN ENG[NEER FUNC. CLASS=INTERSTATE * NOTE: PROJECT LEIVGTH BASED ON SOUTHBOUND LANES r.E. es. PROFILE (VERTICAL) STATE WIDE TIER" S7GNATURE: ST9TE H/GHW9Y DES7GN ENGINL•ER BOUNDARIES AND PROPERTY.• State Line ----- --•-- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner Property Monument ED Parcel/Sequence Number iz3 Existing Fence Line -X X X- Proposed Woven Wire Fence � Proposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -��a- - - - Proposed Wetland Boundary ��a Existing Endangered Animal Boundary E^a Existing Endangered Plant Bo�ndary EPa Existing Historic Property Boundary �°a Known Contamination Area: $oil � � Potential Contamination Area: Soil -�'?, � Known Contamination Area: Water - � � Potential Contamination Area: Water -� � Contaminated Site: Known or Potential ��% BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine 5Z' Foundation � 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 ez i Buffer Zone 2 az z Flow Arrow � Disappearing Stream � — $pring C�'_..�_...� Wetland � Proposed Lateral, Tail, Head Ditch � False Sump � ��li° �°1C1E �]F ����1���'1�[ �� �I[$�1I,JI� �9 I[�1[�][�ll���" c�l�" I�[II�CaI�Q1V�y9 �`��� 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 Wfl Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement �� Orchard CSX TRANSPORTATION M��Po�sr 3s Vineyard SW� EXISTING STRUCTURES.• ���� MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall � MINOR: 0 Head and End Wall Pipe Culvert � Footbridge W —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 --- Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole — H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) WG Power Line LOS D(S.U.E.*) -- TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail T � � � Existing Cable Guiderail ° ° ° Proposed Cable Guiderail " ° ° ° Equality Symbol Pavement Removal VEGETfITION.• Single Tree $ingle $hrub Hedge ' '" ���������i �� Woods Line �"'-�"'-`"'-��'-`"z' Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower WG Telephone Cable Hand Hole WG Telephone Cable LOS B(S.U.E.*) WG Telephone Cable LOS C(S.U.E.*) WG Telephone Cable LOS D(S.U.E.*) U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) WG Fiber Optics Cable LOS D(S.U.E.*) �3 €3 �3 fl vinerara coNc — , coNc ww ( coNc Hw �--------� � CB OO • • O ►1 n �� f � O ❑O � NH WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LO$ B(S.U.E*) U/G Water Line LOS C($.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line rv: TV Pedestal N Tower U/G N Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) WG Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve Gas Meter WG Gas Line LOS B(S.U.E.*) WG Gas Line LOS C(S.U.E.*) WG Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information w A/G Water 0 1�1 m � � ----�---- nic cas OO O ss A/G Sanitory Sewer ----Fs�---- - -Fss- - F�s • ❑ � ❑s z�.� 0 usr 0 � � AATUR E.O.I. - ; pP=660.02' O 50 100 PROJECT REFERENCE NO. SHEET NO. H���Eu sHur I-3311C 4 NOTE: BACKFLOW PREVENTER IS TO BE EASY TO INSTALL AND ROADWAY DESIGN HYDRAULICS VIRTUALLY MAINTENANCE FREE TO THE EXTENT POSSIBLE, ENGINEER ENGINEER SIMILAR TO WASTOP',CHECKMATE' OR APPROVED EQUAL _ INLINE CHECK VALVES � � BEGIN REMAINDER PACKAGE 2 RETAIN oi -L2561- POC STA 230+00.00 / N = 552,198.71 o� 1z27 E = 1,449,665.78 P�2o,, II RETAIN 15" RCP N �Bj��i9fl61-I-� BEGIN PROP.-NW16- ao � PB 000� P -L2SB1- STA 219+14. 0 � / \ �\ (61.50' LT) FACE OF WALL < - RETAIN CB RETAIN 24" RCP ASSESS EXISTING GUARDR.41L HEIGHT S�� .i � II . 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IZ�RP.�"�- vi �.;Fq' B T222 18' RCP-III TB 2GI e.� ...= r _._ --__ RETAIN 15" RCP � ..- REMOVE DI ' - /n � � � ., _ �, REMOVE DI � � _ � > _ a� � . � v � ���� - `- ., TB 2GI 15" RCP-III TB 2GI >_ rw W�� � � RETAIN 36" RC -�2nRPDH-� � REMOVE CONCRETE FLUME RETAIN 4-12'X13' RCBC - � �� �_ -_ , _ e ' � � _J _��- _ - - } � o `�_ a `_ ����� ._ . . .;,yd BUFFE � =ir _ - - c��.�oira rB ie �.� -pP - - - - - - - a$sJe aLa�2NB/ Y'_ N-2P18`2 � � - - — � � -`c-_ �� � - � - -` � - -= ___ - - �:- - - - - � - � I `° _ _ �si _ � I.: - - __ ',.d� uM' . � . _ _ _ � aR - � . ,- . C-Y7 CONCRET T c_ _ a _ _ _ - - REIUOVE 30` RCP _ - - - - - _ - -- ___ ,-�%-.�---et:r-. � � _ ; _ �� �► � . , .- � a ' -_ -_ ti ���� � - - L - - - - - � �" Go�C �i - - TREMOVE CONCRETE FLUME ��� `_ � � J � - �-, C �^; �,. ��_ "'-i�l��� � I � � RE�fJN 3M RG7� �r �� . 50'S D I . � v SC/ � ,,,� � � ' . _ �- � � ,-ti � S �� \ ^^.� . �)� '.. . � � - -� CON RETE DITCH �t � I� ` _ � `" -- •_ _ -' - °� �� .c , � �� ! GONGRETE��FCYi 1208 I�� _ C� TB, °� REMOVE GOI�CRETE DITCH, � --d PGI � � � `�""� - . _ �� �� S^� 123 � GOLLAR �M�VD EXTEND � U SHEE 2Lj'�„_�g,.,2G� - 2GI 7' R �IU,.r�.� s— ' �� � � � � � � � � �e� �� n€nanv tE 6" Rcr REMOVE EXIST GUARDR,41L � �-ti ��''�� � � �� � � � C 1224 _�� REMOVE 76" RCP � � � � � . - �� \ -- —� GRADE 1207 � Z _ G G i H � -�_ �� ��, � G C'� G � C� C / � � � -III �. - � � 0 �- REMOVE DI � l y- .: � � �, . �'!'q� 1P0 ' � � - LAT RAL V DITCH /'�'� y�y�12 � - � ry� _ \�� �� I SEE ESETP:iL 'C' (120A� 7 �\ ' � 32 � O 2GI zG1 �. �u �.� . EX ND 4-12'X13' RCBC �3�� , zaz ' R 1'r � �,R-�� �sn €r zy L.% r -- PP � � R �2ia aennove oi NW2C R i2sa I � i � ar� 1 za� � -.,- , _..� , _ _ _ ' lzo3 � � o m o m r ; ��' � - - - > -' R TAW �C�'� � � , � � � L4TER4L V DITCH I � � I ERAL �� ITCH , � � � RETAIN � r� SEE DETAII'G' I � I SE DE IL��'E' ,� �� ,f'�� (�Ec� U 36" kCP - - � - (SHEET 2L) EXISiING R/ � � � (S EE�3.Ljw, � ,r � Vy L_� �� ""-PROP09fD 4-f 3'RCBC �RlI�O _ _ ---_— ------ — --_ --�_—�--- ---- —Z __ 7j r�„r titC-�— — — --- — ---- — f1 �. T ��,y �7��� i O BE A I T RETAIN 18" RCP LATER4L V DITCH LATERAL V DITCH �v Qo MfYHEKS +1215 p SEE DETAIL'C' � SEE DETGIL'C' O �� � i I� � F d � eis oarai ``-� � _— - (SHEET 2y (SHEET 2L) ;� � l� I "+`� ����- �� � � � �> � �� � �[��-�R iso r\�\ py �t2� ��17��� I I �✓'� I� I I�� I' 'L� �� E iS iNG Polyy L� III I� �J � � � v I�J-��i I I i I 1201 I — R N CB f. �_ � r 'J I � � I a 7 L i I 1� �I � I �I II � I RET N � � i � � RETAIN 4" R P � I `I� RETAIN 0" RCP I PROP C�uLVERT I 4-12'X13' RCBC \ _- .� I ��-_._-- BEGIN REMAINDER PACKAGE 2 NOTE: ' -L2N61- POC STA 230+00.00 J' -EXISTING GEOMETRY TO BE RETAl1VED REMOVE EXIST GUARDRAIL N= 552,289.88 � UNLESS OTHERWISE IIVDICATED. E= 1,449,786.13 o�' -SHOULDERS, SIDE SLOPES,DRAINAGE,ARE EXISTING PRIVACY WALL TO REMAIN BEGIN REMAINDER PACKAGE 2 ��� TO BE RETAINED UNLESS OTHERWISE } INDICATED. -L - + . �, J N = 552,225.41 zm E = 1,449,718.59 „a NOTES: �� � I.) FOR -L2SBl- PROFILE SEE SHEET l8. aeGiN reor. -erwRrot-ots- o�k� , -L2NB1- STA 230+90.40 (120.57' RT) ��o Z.) FOR -L2NB- PROFILE SEE SHEET 18. -� ' 3.) FOR CURVE DATA F� SUPERELEVATI0IYS SEE SHEET 2L. BL2N61-PST�AP 231+J010190f64.45' RT) �`� x�� o. = J� � � d c9I-. LIJ� �dv �00 TCY N4 �N �dN O�`+ �U rp p��.S \� i ��� O. - �_� v�� ��v � �00 2[f V Ql !jl N tJ� �j Oz`� �r..:i m �'�S \ �� O 50 100 PROJECT REFERENCE NO. SHEET NO. I-3311C 9 BEGIN PROP. GUARDRAIL ROADwAY DESIGN HVDRAULICS TIE TO EXIST GUARDRAIL BEGIN GUARDRAIL TRANS (37.5') ENGINEER ENGINEER -L2N61- $TA 290+92.60 (44.10' RT) BEGIN SHOULDER BERM GUTTER -L2S62- STA 293+56.51 END PROP. GUARDR,41L (59.50' LT) - -L2NB7- STA 290+94J0 (70.50' LT) END GUARDRAIL TRANS (37.5') BEGIN PROP. GUARDRAIL -L25B2- $TA 293+94.01 2p1j �sa.00� �r� NAp 83✓ END GUARDRAIL TRANS. (37.5') TIE TO EXIST GUARDRAIL REMOVE EXIST GUARDRAIL -L2NB1- STA 289+49.40 (45.25' RT) END SHOULDER BERM GUTTER \� � -L25B2- STA 295+08.90 END GUARDRAIL TRANS. (37.5') c��C�� END PROP. GUARDRAR COf1St�UCt1011 LLC BEGW PROP. GUARDRAIL -L2SB2- STA 295+58.90 S, � -L2NBHOT- STA 289+52.86 (4.00' LT) `�f (50.00' LT) � - , BEGIN GUARDRAIL TRANS. (37.5') � �, j, W°D� ���z � ������ I -L2NBHOT- STA 289+75.36 (4.00' LT) ��� N� 300' TAPER \ � � �'�, ' Louis Berger �c;� � � � o9a - �� �� �-� -� � 2 � ENi3''''PROP. GUARDRAIL RETAIN ta" Rc�� � .fl � i� � + BEGIN GUARDRAIL TRANS (37.5') �� DOCUMENT NOT CONSIDERED FINAL /�� c� � � -L2NBHOT- $TA 295+32 20 (34.00' RT) � ��' � UNLESS ALL SIGNATURES COMPLETED END SWGLE-FACED F � x`� �r�-� � �� ��- si CONCRETE BARRIER TYPE 7-R =' O`�' ' � END GUARDRAIL TRANS (37.5' i� BEGW GUAR. TRANS. (37.5') �� oets �� � ,� � �- BEGIN SINGLE-FACED i� ��� �Move coHcaEte oitcH "'Z -L2NB1- STA 289+10.90 i'"F O �/ � °� r �� �i� .. �, "'G�RA 350 � CONCRETE BARRIER TYPE , i� � �� �� �� � (45.40' RT) ,., � v ��' �� "� � -L2NBHOT- STA 295+. R ��,� � / � / P _]] . � -� � „ _ ^ ���� � RETAIN 2-10'X9' RCBC � � / � / �ET{�.I I & � . �SQ� µ _ v _ - � r/ � -"� \ RETAIN 0 Tn�'�R �,' ��`� ONC CH / P J1 � ` � y �ruy \ ON RETE DIT H _�j � � R8� R�CP � 1 �' /QS I -.� - -- � _ - _ - - _ - - �� � � � � LA�ERAL V DI�TCH � �� � � /i' .. , _ _ DETAIL ' � � 2GI 48'. CP-III Y� .�1 \ � ,. .f . ��`- . 4� _ -- -- - - hIEEF5�21& 21n � � \ w� 4^�. ,-' m / � OVE DI8 S � � / S C C. DITCH ��' - - _ 1 � F. . / -_ `� T . - � _ __ _ _ '�{b rN \ \ " � � 090 � � -- _ - _ - - - _ _ _ - � -.�- . �i `."' `..-� z. �r,�`.� � ��. � `ti, / i �, �. 2(31 11 � . � - __ - , _ -- _ - _� . / -k� � _ _ � -i �� � . ... _ 0' - _- _ ' ` ` / / � _ � F \ � ` / _% �-% LAT RAL DITGH . _ EM �O , ' _ ' � / / ^ `�- �- --� \� � ` --- - ` � -___ --_ � �� � .� • � � �SH DET L ' ' 18 Y�LZS .2 RETAIN 2 10 XQ' RCBC � / / -- � - _ _ _ _ / / ' ____ ____ _ �/i �� �� . P 1 ' . '_.. _, ___ _-,._- v _ /- - / _ _- _ . ___ ____ -__ -____ -- --- / Q�-. � �' � 4 B re ie ' -L25BHOT �- :era z - - -- - ---� � � - -- - - - - � , w - - - -- - - ~ __ y - - - � . x � -� lg• RCP-III � i - - - 9 - -_ � , 093 ' �- � - .- _-___ 15 -- - � REM M � / .r _ -i - " CMP _ _____ - __ _ 2G K / . - _ . ____ ,F��� � _ _ OVE � ,, a, ..-' � RE y D �4 _ ��' ��_ -� TF �C � _� __ __ Q � - IAR V D M� �.. ,., EDI ITCH , i- w ��.:. SEE ETS 2J G G-- . - _�.-^ -. � U i. IDF�JE � a.�°o 0 17 REMOVE C ZJS%QQ / _ -_--_. -- �5 C.-- -_' @ET-S- -_ -��. .,,' � ,. � _ _ - 5 L ' ' ' - d REMO 15" CMP ' '� / / � ' "_ � _ __ / _ � & � �-r- s / _ _ -•�� ro ' - / � �' � / B ���> .. _ -. % 092 � - TAN 15', -rl��� � � � . � � _ ,� u�� ,� � RCP _ �,O ' � � j � � - aeMove a L2 $BMo $TA 42 + �6 �4 _. , =L, ie"w ��� � 09 � ` � � � �� - � � �- _ / / ".�a _ ` ` - . RE I _ i �/ i� � ] � 1 � . � / ,_.,,. - � . . % - - f2Gl "�. -_ - n� � � � / p �' ., � - :_..-�:,_, OYE-.�5 C P , .,� ., .,, 18-- ! f �l �g, � � ._. r^.-�. _ V - - -- RCP ' � ` � y � . / a � IAN V T.C�I � �� ��' � - %�� CO i Y � g� w . 9�1&,..y_ �A,� 0921_ +� � (SHEETS� 2K) / __'- 0 2 �\' ll�, O 2 BNOT-- � ' � - � � � : ,� � co�u '�yr _ _ � �_ (� / `f / GI m / SHEET$_�J�$ 2# .. � _ TB-3 _ - _ EMOVE D _ _ END � \ � -�_� ' �Jl •� / ��% � /., - - i - _ _ _ - _ _ ' �', \ _ � i, : . y N ..�i. !'A.'N TB JB ,: � �- - -T8 2G�� < ., � � � B .. „ RCP 111... �_ 093 �\ � _ i _ _ � ' 4 m., ' .r-,. , - ~� . / � c 55 „ „ _ � - � ta Rce-u�-��� � - is�� - - -- - - _ 5T GUARD 'C - - i - / i sr. � � , i � -_ - � - , - __ -- - - - � _ -- -_ - - ���� �� � < , , . 0 G � � ,� , � � 1 � 0913 __::�_� _� P� _ __ _.�.. -- - - _ _ 29___ & 2GI _ � � RE � P __ _ . L . p .._ _ ��p - _� . ,'A � 18" RCP- _-- IDJ+a = _, vi �.. ___ _ - . ..._ '-' � � �'� �� � -- . - -�' -,- � - �, -� '-� \ � � ' RETAIN 18 CMP _ _ _ , , . � _ �.. ' r t j y �,e � . -. r a UaK��E o�1 - �� � , �,. -� ,� , � � _- -" _ , � �t � (SHE �.. � / _� � ',�Yr ;s� RTWAR03-�O9 �� � ��SA�pC S� (sH 9 nI �� i , �� r�`Y � � � � U 350�YI � �i = - � _ - -a . � ....'�. _ , ' ,_ . , .� � 7 �,,..� i..� 5 . � � � r� � _ h' _.. �Meo :.r,�.�iF�MEn�� <v � o � 360 5 TS .� � r�i �� i &ETAIN TL-3 1 �6-. � �0-� . .; REMOVE.c�yYJST GUARDRAIL �, .. �� Z ; ���- y .. ___ - -- v y .�.a, /� �CONCREfE D1TCH � �.� � � � F � � � � � _��"� //% � �RETAIN A2" RGP �;,,, GRAii, 6 � � l l, . - - �, . .p = ,�_.. , . � �- _ .� AII�hDI t '- 4 - - - -_ _. F ` ,ti __ ti � M /v P � , � - / _� "- , _ ,- "� �� ` / F F . � o9z -�� � , „_,'�, -�-\co�� oi To � ovai TL-� , rrt�v�. L _ � � _ "`� a� � � ' � � � , , � � = � , - � -� �'--�-x--�X-x � k,�H _ p � � r _ _� � �. � �� � ��NCR��� -' / �'� F F "x - 1`7' �b ° ��-� F� - - - �_ � , - x _ - '6" ' � �� _ � r � oircr��� `' ; � � � � ✓ s v��.��- sr x , - F�r - "���' t . � k _ e _ 9 � / � �( �CS P 6 M6-664.86' \ .�, ✓ �, � N _ � , z � �� �` � � � . � � k- 5 s \ �r - � . 1 79 76 � ,. C N �� rv � ,. ,.� N1N5 � - ro ea.ie' � / ' ` F `� � �-� 26i � N� F �� iNv- gh i , OA � " y� , $ � � �) X��r� � 000s �� i �a s _ _ - r,�- _ o„ �p � � pq �• ��� � RE AIN.-b8 CMP � � y � D GUARDRAIL T [�, s - ^^ �,. �wv.,r ' S �S- RETAIN ,�„��� \ � (� � � � - � ,, . BEGI�OP. GUA��i1A .,n�,.r- 6�n � � _ � . .. r � �'� �_ _ . , � _ Qi - �'�"�'i�i �N �� _ _'�k�� ` Q`� , RETA N tl�01 k' : �' ` � - - � , � , O � � .-, I ' . r / s �ID � . ., � (50 00' STA 29. .. _r"-`' ... E� RET RCP � EL�GRASS SWA�E � �RETAI(� „_, - -____ . - ie - _ ��,>�� �\ �y.� ... � �t� �oO � � �,-., LATER - ___ SEE D � { W� �� _.: -• „, \ �~ \ � 0�. C � ' o ..� F / / � r ' � N� . ,,R_CF3_ D61q.;5w' � � L8$RA #N E 093 oP 68 �20' RCP � ' \-F� '%G.. � � l�i1N���R80P"GUARDRAIL L2NBH0T- S�TA N � -E {RY ��K� AM , Ad� M O '�'� � , g ,o�� � � ' � ND GUARDRkIL�TRANS (37.5') END SF�i'C�Ni�fhER �BE_�Sk' �',o � ,� , , � - ee sHeers z a� K "?� 3� �iq o �� 093 +� ° ` � � X pp " � . � � � i � y3. R� - ca�,�t��R41. ox oi �.,� � � � � c � � 7��r�� � �e § � & zp 8� vc �� � � � � � '�q � - � g �� �EGIN SHOULDER BERM GUTTER °�qNs tiEN�t� } � � � END OP. (,'iJARISiWt6., ,,.., - �.,,_ -;_ '�" . �-r � ��'�! � 'r� �;y - _ �'t83&PyC- STA 8+86.55 � r,-s oo,s ' ��!' �Rq yiI,�RPC- 13+26.80�`�, � � �N . � ..- 36.00" T aa . [� ,`, ,,,_,,.:.,. � , � �'�, � , � � � ) F4 � s nu �F• (39 50' R7) _r v�e � �'i \ � �� BEGIFI`�-F'iUARDR.41L TRANS (37.5') ' i� � o � 5 z� s zK� �`"-`t� o � �Nv=sso �"� � \� - S ���, -L25B2- STA 291+67.90 � � � �� '�°`_�,_ .,-._.� ETAIN ts^ RCP ��• \ \ �\ G/ r�� _ (50.00' RT) � j + 250' SHOULDER TRANSITION , " Q�, _ �,�,c�'� END PROP.-NW � � �. . G -185RPC- TA 8# 5 0 � END SINGLE-FACED CONCRETE BARRIER TYPE 7-R (37.50' RT) FAC�' � WALL �� ioe v {ec{� �'- � (�� � BEGIN GUARDRAIL TRANS (37.5') - j SEE TAIL 'N' '� '�!" lC� -185RPG STA 8+49.05 ' �� �SH ,5 2J a 2K) s �� � w- �1` �� (36.00' RT) � � �/ i �� , � END GUARDRAIL TRANS (37.5') �� �"/ � � � BEGIN PROP. GUARDRAIL �� -L2NBH0?- STA 289+52.86 �'" � c�� � / � � s\ (34.00' RT) ; � �� � BEGIN PROP. GUAR RAIL ! � BEGIN GUARDRAIL TRANS (37.5') 4 43�OO�RTSTA 15+ 5.00 / BEGIN SHOULDER BERM GUTTER < � ( � � � � / / � -L2NBH0T- STA 289+15.36 �i / q BEGIN SHO LDER BERM GUTTER � � �,,� (34.00' RT) �� / / � -185RPC- ST 16+15.00 i 4.,� END GUARDRAIL TRANS (37.5') � � � � NOTE: IN SWGLE-FACED CONCRETE BARRIER // � � -is5 sTn �+soso ����. �� -EXISTING GEOMETRY TO BE RETAINED � (io.00� �T � / � UNLESS OTHERWISE IIVDICATED. �, GIN PROP. -RrwRPoz-o9 ' r' T�v� � � -SHOULDERS, SIDE SLOPES, DRAINAGE, ARE �s -18 C- $TA 7+80.50 (11.50' LT) D8 03ia6 PG 379 � � EXI ING TROL OF ACCE55 ��� END BRIDGE P� oo3i Fe an9 � � �% FE CE t EMAIN TO BE RETAINED UNLESS OTHERWISE �> - N B H O T- S T A 2 89+ 1 4. 3� 1� �� � � INDICATED. z_ir END PR GUARDRAIL / . BEGIN GUAR IL TRANS (37.Y) � � '". NOTES: �� �; -is5evc- srn �+ oo �� �� % I.) FOR -L2SB2- PROFILE SEE SHEET 23. �.� BEGIN PROP. GUARD IL (10.00' LT) �� � o MATTHEWS ROSSELL D s g ��z b oRrn7ioN DB 1887 Pc ssi _, � 2.) FOR -L2NBI- PROFILE SEE SHEET 23. �m^ (10.00' LT) � - g29 \\ �-i o033 f� 507 -�-_ � ^ o �'°-', ��- ,/ 3.) FOR CURVE DATA f� SUPERELEVATIONS SEE SHEET 2Q. �� 185RP - TA +93.00 NC DC T �� TR NSP � � o.. � a BEGIN BRIDGE -185LPD- STA 15 + 68.88 END GUARDRAIL TRANS (37.5') END SHOULDER BERM GUTTER -185LPD- STA 15+63.36 (22.00' LT) END PROP.GUARDRAIL BEGIN GUARDRAIL TRANS (37.5') -L2SBH0T- STA 306+23.70 (4.00' RT) END PROP. GUARDR.41L BEGIN GUARDRAIL TRANS (37.5') -ISSLPD- STA 15+25.86 (22.00' LT) BEGIN PROP. GUARDRAIL BEGIN $HOULDER BERM GUTTER -ISSLPD- STA 14+63.50 (22.00' LT) ASSESS EXISTING GUARDRAIL HEIGHf AND �yf � REMOVE AND RESET ��IEE£S�ARY � 4 . \� ' �,-, � RET IN � �yt '�����'4 � \ � � .:; � � r� � � � 4 �� � � >>A � \ CONCRETE DITCH z � `� �004 \ waoos �� ��-,_ 1 31 � \ \ 300' � � LANE TAPER � N RETAIN 15" CMP - 1010 y � R AI a �'- RETAIN CB ��v. z �VO US T1 RE AIN ( `_ ,� .,. 1030 ��'',� ..-�-4 .,� . I ��� V � � �4 ` '� � .'G i��` �! � 1 \ �'��iir\��. . .... . . . ",�. o�. - TL-p I � i ��\ ,� Z / MEDIAN V DITCh + � SEE DETAIL 'H' '1� �, (SHEETS 2J & 2K) V�` � � � 3,� � � 300' SHOUL� BEGIN PROP. GUARDRAIL -L2NBH0T- STA 302+25.00 (34.00' RT) \ urean� v irc � - SEE DETAIL 'B' �`- �SHEETS 2J & 2K) REMOVE 24" CF Z4•RLP IPER PROJECT 6.6] 0i E- 24" RCP-I L4TERAL V DITC SEE DETAIL 'A' (SHEETS 218 2K) ION M + BEGIN GUARDRAIL TRAN$ (37.5') BEGIN EXPRESSWAY GUTTER -185LPD- STA 18+10.40 (8.00' RT) END PROP.GUARDRAIL BEGIN GUARDRAIL TRANS (37.5') _ -L25B2- $TA 309+03.55 (38.00' RT) END BRIDGE _ -185LPD- STA 18+09.92 BEGIN GUARDRAIL TRANS (37.5') -L25B2- STA 308+91.05 (38.00' RT) BEGIN GUARDRAIL TRANS (37.5') -185LPD- STA 18+08.80 �� � (22.00' LT) � �\ � `` � � � �� � � � �ETAIN CB �G� \ �. �, \ CB � RfeTl�IN 15" RCP R !°Eqp . �1 9 \ �\ � \ Ro , \ � � � � � � � ' ��3,00' NE TAPER ��rss , � � � � � � �� � \ RETAIN 15" CMP \". \ \ � � � '\ �A\\�� \�� \ �\ � \ \� � \ \ \\� j� �� �� � �` � , � \ \' BEGW EiAR iL \ � -L25B2- � t � � �� ',,, (38 00' RT � � V .�, � � � � �� �� � �� � ��,\ I�ETAIN DI �\ �y RETAIN \ \\�, CONCRETE D`T\�I � � � ,�� `',� A�,��, � � A \ � BEGIN 2'SBHOT- ST -�� a\\\\t\\�.���;�/�i 1 �� �I ., � � �� _�'� 1005 f y m B � �< STANDARD V DITCH� SEE DETAIL 'L' �SHEETS 21 & 2K) � �� �. END PROP. GUARDRAIL �� .BEGIN GUARDRAIL TR,4NS _ �-�2NBHOT- STA 305+10.80 (4:00' L� El�D PROP. GUARDR,41L BEGIIJ GUARDRAIL TRANS -L2NBH0T- STA 305+25.72 (34.00' RT) \\\ � i\,.�� � -- �� � , . F ��� �. � �� � � �_L- TRArIg�7�) ��_ 1-- 53.55 � -- � V A �,,. t� � - +59.69 ` L TRANS (3�� )', �'. � 306+61.2b ( �0'RT) �' �� :1�� 11;; IR TAIN 18" RCP 1. � i LATERALV DITIH1I I� _L- I1 SEE DETAIL 'B' � �SHEETS 21 & 2 ) II '�, , I, 1013 ' - �'� il ', RETAIN DI . �� 1 1 11 � � � � � � END GUARDR,41L TRANS (37.5') BEGIN PROP. GUARDRAIL -ISSLPD- STA 18+08.80 (22.00' LT) _ END GUARDRAIL TRAN$ (37.5') - . BEGIN PROP. GUARDRAIL 8�/ZOj� -185LPD- STA 18+47.87 NAD (8.00' RT) ASSESS EXISTING GUARDRAIL HEIGHT AND � REMOVE AND RESET IF NECESSARY ASSES EXISTING GUARDRAIL HEIGHT AND REMOVE AND RESET IF NECESSARY � i ' �' � i END PR� p 45UAR Rq.IL ? L25B2,-��S�T.�b' 370 bq.35 (42 Og/iRC1// / �� it;,,�., i i �� � {� / ,1 � ` ' ' ����� / 4 �: � �� / � f ' ��.� /��� % � \ � /j� / r � / o\ � / � RETAIN DI � % /� / - � i � // / � P % - a � �o� -- -_ - --,-- - __ , �, � - ---v-- - RETAI=15"-RCP TA-R�E IN CB - END PROP. GUARDRAIL IS5LPD- STA 23+83.80 (9 00' RT) w��. 200'�iJE TRANSITION . . � �� V DITC ,._ iu _ : 18" ft P-��� _-- �., / -- - ��:; _ _� -- // GB.CL1--� -. --C� I �/`" I R TL_ . _ �r � ' E `NA -' REMOVE DI � i � N '� -- - - ' _ .. . .. � F REMOVE 18" RCP� /�// � -' c � a _ -_ � � - F /� / , ���/// RETAIN � , � / " �_ . � N / 1 tg„ CMP `r tn.� � � .� % / � � �- �f \ v� � , � �F � i �F/� ��� o� �_ �� i �.. � � , � � �EMOVE DI � � -� Rqp � � �- f_ � ,% �� , / i � A1 RIP E�D PROP GUAR�Rk�L O �� , �� � �� _-- �� . - � �� BEGIN GUARDRAIL 7R��15 (37.5') 102� � � � =f- / -L2SBHOT- STA 315+8,�.,20 �: j GRADE � � ' � - ' � "'-- (4.00' RT) - ,.n0 _. ro oa,oiN ��z-� _ � �. � � _ i r � � - -- = CL455 "B" RIP RAP \ -_ �- _� �� EMOVE EXIST GU�IL EST. 3 TONS 1023 REMOVE EST.10 SY GF F � 15" HDPE ���� PROJECT REFERENCE NO. SHEET NO. I-3311C 10 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER construction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - - _ T ' ..`v. T �A �%� -T � - END GUARDRAIL TRAN$ (37.5') � r. �; BEGIN PROP GUARDRAIL �� �'1 �H,� STA 309+04.75 ���� R3T�„ RCr � �€a�+`N'eirc�f"�'�-F`d� '"�- „r � / r� � F � ] i �% END BRIDGE � TOE PROTECTION f1�56HOT- STA 309+04.18 (SHEEDTS 41 & 2K) . B-» 3�n+nn _ LATERAL V DITCH F - MEDIAN V DITCH SEE DETAIL 'B' \ �� SEE DETAIL'H' (SHEETS 21 & 2K) (SHEETS 21 8 2K) / BEGIN BRIDGE ,0,9 > > -L2SBHOT- STA 316+22.27 �i t6£ paP-m END GUARDRAIL TRANS (37.Sj� -L25BH0T- $TA 316+26J0 / �i - (4.00' RT) 3� REMOVE RIPRAP . MEDIAN V DITCH �-r'*��" � � SEE DETAIL 'H � � , �_ (SHEETS 21 8 2K) � �- - �,��, ��� i � J ro SEEEDETAILDBTCH� I (SHEETS 2J & 2K) �y-� y„�.�R��� u P. RETAIN ��1" RCP - , � 9q �i l P t' �q, �� 'i II �I � �� I` �, B_�� END GUARDRAIL TRANS (37.5') � 6&noe�,%°F � ��I � �, �' BEGIN PROP GUARDRAIL �� ro"orsaiN =�aqo I,�� ��� � m�'�, '�4� -L25BHOT- STA 308+87J5 F I j (34.00' RT) ���s� � � �� � �� r� �i I 2Gi I\Be��, II I I I S END GUARDRAIL TR,4N5 (37.5') ���� �\z I II I -- A� f BEGIN PROP GUARDRAIL `, `',G� '' � � I On, I -L25BHOT- STA 308+81.65 �_�\ � 9��I I i�oa � (34.00' RT) 1\� �REtAIN � I � 4 l END�,'GUARDRfAf�.��9�rc� '�`; c� �I �. II�, I .� v,reen�v oircH - L2f� HOT- STAI�305 6322� � A � see oerni�'s� BEGW :GUARDjtAIL TRANS (37.5') (SHEETS 21 & 2K� (34.0�' RT) _ � �� j�' �� � �';I� -1256H�T- ST1��308+50.25 1'� � I I . i�� RETAIN CB (34.00' R'�.�.Z 7 R I• _ �i�i BEGIN�iI BR��GE �� �� �� '� �� �s•R� � �i � secw cunr2�Ra,ii�ranNs (a�.s�l -L2N�HOT- A 05+50.8I� � , -�zSaHor- ST� ao'a+aa.ts �� �� I- �� �I � � - � I '� (4.00' LT) �3 � eNo GUARDRAIL�iRnN i 10p � END�BRiDGE -�zNSHq�- sTa ps+ia�.so I�� �,; �� ' i L2NBHOT- $TAS�308+43.80 (4.00' LT) �� i � I � i i I i��. � BEGI� GU�RDRAIL TRANS (3% 5') Y. I i �' -L2S I�OT-.STA 309+04.75 �-�. - . � i . � .�m� �� �.,. � , i �� / 7028 TB 2'I � O,TE: -EXISTING GEOMETRY TO BE RETAINED UIVLESS OTHERWISE INDICATED. -SHOULDERS, SIDE SLOPES, DRAINAGE, ARE TO BE RETAZIVED UIVLESS OTHERWISE 71VDICATED. -DESIGIV EXCEPTION FOR SSD 525' -L2NB1- STA 315 + 75 TO STA 325 + 60 -DESIGN EXCEPTION FOR GORE 4' -785LPD- STA 15+55 f� 20+25 -DESIGN EXCEPTION FOR 7'IIVSIDE SHOULDER I-85 UNDER BRIDGE 1VOTES: 1.) FOR -L2SB1- PROFILE SEE SHEET 24. 2.) FOR -L2NB7- PROFILE SEE SHEET 24. 3.) FOR CURVE DATA f�' SUPERELEVATIONS SEE SHEET 2R. NOTE: EXISTING CONTROL OF ACCESS O 50 100 PROJECT REFERENCE NO. SHEET NO. -EXISTIIVG GEOMETRY TO BE RETAINED FENCE TO REMAIN I-3311C 11 UIVLESS OTHERWISE INDICATED. eNo PROP. GUARDRAIL N.q END PROP. GUARDR.41L ROADWAY DESIGN HYDRAULICS BEGIN GUARDRAIL TRANS (37.5') � -L25BH0T- STA 327+61. 50 (4.00' RT) � ENGINEER ENGINEER SHOULDERS SIDE SLOPES DRAINAGE ARE 8 TO BE RETAINED UNLESS� OTHERWISE -� -L25BHOT- STA 325+54.60 �2 `�, 1 Dt � �� (4.00' RT) gEGW EXPRESSWAY GUTTER JGMES, h NCv CA�a�Z ��>>> DB 3 �� FG 42� � INDICATED. ,C � ,�� o�� 4'ti� 5 � END SHOULDER BERM GUl?ER -DESIGN EXCEPTION FOR SSD 529 �f Q � � o, � -L2SBH0T- STA 322+32.42 -L2NB1- STA 315+75 TO STA 325+60 �� ��' � p �� BEGIN GUARDRAIL TRANS (3�.5') -DESIGN EXCEPTION FOR SSD 465' S x � �� ��� 4� � -�2Nat- sra 322+tasa (so.3o� Rr� � � "� � � l'� END GUARDRAIL TRANS (37.5') -L2NB1- STA 325+60 TO STA 328-I-7S�'� '�� � � D �\ � � � f� ,1 ASSES EXISTING GUARDRAIL HEIGHT AND END SHOULDER BERM GUTfER 1 'ti � e irr DI& ONC.DI7CH �,, ^' REMOVE AND RESET IF NECESSARY BEGIN SWGLE-FACED � � ���`�. �3 � � � � � � END GUARDRAIL TRANS (37.5') CONCRETE BARRIER TYPE 7-R � BEGIN PROP. GUARDRAIL -L2N61- STA 326+31.83 (22.00' LT) �� �,�� ,.,� �'�� �\ 2einiN�iS;' eZr� ��`�4� ty ��1,,.� _, - -L2NB1- STA 322+52.04 (49.60' RT) END PROP. GUARDRAIL � `'� `ti � a� � . \ �' 1.�� ( ) BEGIN GUARDRAIL TRANS 37.5' �r� � �esr � -L2NB1- $TA 325+94.33 (22.00' LT) �✓ �� � ��`� � � � z �- � END GUARDRAIL TRANS (37.5') / � ��� ; � r� � 9,q� � , BEGIN PROP. GUARDRAIL \ � � RETAIN DI & r� C. DITC\ � ��� � � � �s�� ��� �. ae niN 2n" acP ��'� �-^-�� ,� -L25BHOT- STA 326+A9.60 � � � 1,� -� , (4.00' LT) � � � � � � A � � �^'�' �w EGIN� GUA DRAIL TR.4N5 (37.SARRIER � k,�, � �� - �� �� � �_ '�..;,�� �a -L2SBHOT- STA 326+12.10 (12.40' RT) �� ��� � � � � ��D GUARDRAIL TRANS (37.5') �� '� �r � ASSES EXISTING GUA DRAIL HEIGHY`��JD �� ��, 'BEGIN PROP. GUARDRAIL �\ � `� � 4_OVE AND RESET I�N`ECESSARY � �\ �p\ � -L2NB1 37A-,�324+5728 (21.34' LT) `^-;,���5�� a �����, �T� �,,. �� �� � Q ��4 -GIN PROP'GI�ARDRAIL BEGIN GUARDRAIL TRANS 37.5' � ��� °� �4.. �-., � V � �� � TO EXIST GUARDRAIL � \ '� L2$ STA 324+21.40 (12.40' RT) BEGIN SHOULDER BERM GUTTER `� �'�A � ��� SSES EXISTING Gt]p RDRAIL HEIGHT A�� �\eS.r� - i_ 7 � RET IN DI & COM6. DITCH urr4 �� -L2SBHOT- STA 317+35.34 (4.00' RT) A \ � y � � � � ��,AOVE AND RES�1` Ff� NECESSARY � �\ � � � RETAIN 5'Xb C�C -i� ��A VV � � � ��: �V\ 2,� � � � �i �� � � °s� �'� V� �'� ��, ��� -`� BEGIN BRIDG�E '� ' s: , s-�\ � � eerniN za�� Rca �� '_ END GUARDRAIL TRANS (37.5') ��� \ � �;� '- �r \ esr � �' � .� _ BEGIN PROP GUARDRAIL �� . �� �� �� �� -L2N$�STA 319+80 4i�-� �� � P -�� Z, -L2SBHOT STA 3V+29.93 T � � � �' �� � ' � �'�,� (34.00' RT) �' � q�o � V � B � � �, � . n � \ � � � � �`�.� RETAIN 15" R�' • dEGIN GU RDRAIL TRANS 37 5' a`o A �� �>�`� -'�-� construction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED END GUARDRAIL TRANS (37.5') BEGIN PROP. GUARDRAIL -L2NBHOT- $TA 329+02.74 (4.00' LT) END PROP GUARDRAIL L2SBH0T- $TA 329+39.05 (4.00' RT) �t4 END EXPRESSWAY GUTTER �-L2SBHOT- STA 330+03.90 -L2SBHOT- $TA 376+92.43� � � ��F� �V� n07 � � ��\. `"'�� RETaIN 15" MP... ��1 �� / A .. ��'"�- (34.00' LT) '� � 1 ��3' � , �' ` �' EGIN � o� ��� � �� V\r� ``-�,,,. � ,- � �� ° � �� � `` t � r�+Hs ( �.e�� ; � � �v, r� 1 < ) V ��� A l, -L2iVBHOT- STA 328+65.24 � RETAIN 24"- CP% � r \ RETAIN DI � 1.. "� �� \ \ \ � � \ � � � r,�. � 1 02 \ �� '.. � �, '°,,-' 1 . BL2NB1� �QA�44R BERM,GUT7'f{L � 4.00' LT �-�"...- �� � � � �� � -, ,..: ( � ' , . �� � � � N � �� RETAIN DI8 C NC DITCH .. � �....\\\\ \\ \\\, \\�\'�.� ��?.. CONIC. DITCH � � � �iG� l LTU1aRD\\ � � \o ::>., � � aer iN z ec : r� �i�-, _� �-,,> � � ,�� / � � 4�> � � 1703 �\ � �� \\'�v � � � RETAI 15" RCP �� \ � � P � Di - ^- "'- . � 14 p �- �� RDRAIL HEIGHT ANU = , .._ �� � �� � � , , � � �� r- EXIST. -�- � ASSES EXISTIN'C'� �� � V ` ; \ \ S(ASP q� -� REMOVE AND R�5S .` � GESSARY ' R � � 's' � \ RETAiN oi $ � � \ P \ � - r CONC. DITCH 1, _�� � y c� ,_ RETAIN DI REMd� �JCI R RAIL _ s RETAIN DI & CONC. DITCH � �� �� --'�� ��, J c'Sr �' � 'l p \ � \ � %CI$ �� � � �� .� �� � st`� � � � � 2q R.. '�. �ws`•� �� �� �' ' ' �_�___-- �.. ���, � �VA � ' � � � .. � �, �- __- _ . �. _ _ - � �� / � � � � - �-.. ^P L �;r \ - - _ f \ ..,- �^ ' � � � � ?S AS q s,�- !- t � e�` � �� , �r�� ..."^^^�� i � _ e. «<� - � � ; �, - � -w � ;� c ' --�--n esr - � ---_- ,dc _ � � 1` �rr � s L2S - � _ _= __ � �, � _ _{� � -�_ B2 _ , � _ ' � �� , -�- _,�� � - - \ � .� ��?(� RETAIN DI � �',� � �_� �� � _�`� �-.�� - � � ` ` �` �-� 'ti Is - -_ _ """wn^`�-'�.:� v''�. ___ � � � �� kei u+ ts" kcP g I SHOULDER BERM GUTTER �� - --- 5.ae _ � �, �, ! ` - - W p ` -- - - crN l. � ,-a -- - _ -- -� -- .� _ _ __ �1 , XIST - -p � >r � _ � `. - - n ` ETA DI � � �..� ,_ � -- ta rsc°a ins � � _ � SPHALT') _ � ; - _ W OO «� _`_ _ � F r � _ r - _ - � � _ - -, - REMOVE DI _ � � __ �'. � , ��._ .' .� � . - ! MEDIAN V ITL'M' - .- �� -�� - � i' � , _ _ �-.._ - _ __ _ �.�r � TAIL' T , � r ^I 1 _ _- _ _ �5't7�r --_ fi& - ' � 30" III � 7`� - VARiE �SHEE � � �� v �-�. n (/� T -- _ - _� -_ -_ - __- _ � ri � � �- _ S � _ _ _ � v car � - - � b , � ,� � �8k1F3 =-__ � -� � Rennov oi � ` C � ms / � _ - _ -- ��A � "� ,. � . � - -� F -COL ' -- - __ � ��`�t-REMOVE 3�" RCP REMOVE DI � �� - W M \� \ � / 1104 - XTEND c _ 0„ RCP STR jG _ �� � � � � ��� '� °' RETAIN SXb' RCBC - , � -- � � -- - __ I REMOVE D _ . RfMO 1 MP,' �. p ,r. , � F F' -- -- TB 1 H- 3 FS 2 I EMOVE DI � C N � � \ \ \ C� CLASS „B„ RIP ppp� F ": CB � q _ - ry � ,a 110¢ � �..,�ST.3 TONS J �� RETAIN 36" RCP 1110 ��. TB�/MH ���� _� __ -�� -� 1118 -i �. 3��� RCP-III �Z" EXIS7. P$ ,4 [ T j O 122 [ RTWRPO 1$ \ ' �ST.lO �F = .�'F , � : � ���� � - . - -- � . __ �_� ��' 111�I -- ,-Z � T62 GI �W i . .�T+ _J �\ X F N '� h_rn- 'z.. � �, �F � - EMOVE 30' R �c -_ __ ___ -- 18�� RCP I � � O � � � \ � .. ,i`"v'^. Jr ' . .f � REMOVE 30" RCP .. .-- '-- CP --. -- - -- O w � LATERAL GRASS SWALE \, END GUAR�RkiC'�FtA�J (3 5� '��-�� � � O B-77 � -- � z SEE DETAIL'E' �\' �`. : Z l \��... r - � 1108 .. � V `- _- _ __ ___ _ f � . ' _ _ I __ _ ____ � � Sf � �� -- � B- - - - ND TEND (y �V ISHEEiS 2� a zK) � �� `.,, ", BEGIN PRDP. GUARD�L`_, •L ., � � �.,�-�o � - _ - _ Sg RCPo1J ��� � SEE D YAIL 'N' ��. '...� \\,, ( LZSBHOY(( STA 377+72.0 S� D����P ��- ` i„�� � j -L2SBHOTXI STA 325�+9�� T(� H a Rn�� �:. ,. REM +O �- t .���-�- �� :•:F �RETAInNrv DIj�Cf --� ..�- RE F)VE 3" RCP� ---u2 RE OVE 15„ O TOE PRO�TECTION 4.00' LT ' �� �� �iL TRANS 37 5 �� M � � (SHE � 2J & 2K) '��\� � \ 1� END BRI�,GE SHEETS 21 & 2K) \ �� '��/ }'' EXISTING ROCK RIPRAP '� �� � , _ _ - � pr� F _�i _ M € �,� c ,1' �ST 42 3 TONS , `{�`^'' � �� � - - ���,. , ' � RE OVE �S"'- EP -_ � � �� 1 LZ.yBfI,OT- TA r�� 7-I- 3� .3Z EST 38 5 SY GF . -.. Z; ALONG 1.5. W TE .. � , _ __ q 3 C - � e � � i ` /�AT EMBANKMENT � � . � ....., Y;.,h�_� ' .' r . - . y_.. RTWRPO 10 t roe PeorecnoH � � � END SHOI�.�E� BERM GUTTER END BRIDGE ` �- ""o �` � � • �Tg ��� �` �� ' , -� � TRANS � SEE DETAIL'N' / SEE DEfAIL K' � N � (/� REMOVE �15�'"R�CP L � ENtJ 6HOULQ � � �� s t i e e i s 2 1 & 2 K) -L2NBHOT- STA 3 7� 7;-�53.00 _ � � � R 1sH�,��sia sK� �,� . / � -L Bl- STA 323+51.42 � ` � � '^ �► � '� � esr. �$e....roNs (4.00' LT) ti � �� . g_ '^' ^' j � L2 BFiOT ST�,��3 �6+98 72 , F � rSaa s 3v� �� coNceere oircN - � � � � �B �� � �- BERM GUTT� _ � --�� 4 O�b' �T /34.q � T � F - - - . -'�' � ,; � � see oerna �M� � � �.� � � - _ � ia - n2 1e- Rce u� � 1� � . , • RCP -� � � � -L�"� ��NBHOT�STA/.�16+ 9END BRIDGE cuss -�m air enr � �`,� � - - � �- ._ B-i7V� � � �Is��� �<) 3?� � _� T fi ' _ � �' � I � I EST.1.2 TONS , � I '�. 7'X7' RCBC � "`� ,....� � B_�� �" L2NBMOT- STA 3V+89.05 � � .� � i � ��, i � - ' -. ��..� MOVE C �.. - : d � � % / I �� 6%% 1 3 O'f 'TB 2G �' � . ' I � i I . ` � ' \ �' ` ' Bsr 8„ RCP-III % �y ` ., S . "�'•,� y�I•`'� �fi� fR01' I�UAKVR,4IL ' � '2GI �� 8„ ftC _ / _y B-�% _' y N , � -L2 BHOT - r ' wRro2 t2 �� � END BRIDG � � I ,` oerna o' GRAU 350 RTWRP02 14 ' 7 --- - ----- � i,� RTWRP02-13 BEGIN PROP GUARDRAIL TL-3 ; BEGIN GUARDRAIL TRANS (37.5') -�L-' E � -- - �y- �� / ��{WRP02�?OA B 77 cSEGIN PROP GUARDRAIL( �-°.TERAL V DITCH �`�{34 OOHRT)- 5 8A RCp21+26.00 4 _� L$N�B�C`-T)TA 324+34.08 - �� �T���I gEGIN SINGLE-FAC DB CONCRE EAB RRI$ER TYPE,7�C � � � � -� �� / � �ND GUARDRAIL TRANS 37.5') 2�i ? z�� L ���� //,RTWRP0,�1L17q �°E ' L2NBHOT- STA 318+26.55 �see oerna'e' _ , C see oET,ea �e� L2NBHOT- STA 325+65.44 � n33 �J�}�-� � O� ., /�• � tc olip,w � (sne��3��,gi a zK� �--- �- END GUARDRAIL TRANS (3�5') (sHeers zi a zp (�4.-00`RT) � _ �;`• o�(4.00' LT /34.00' RT) � � no9 -�-,BEGIN SINGLE-FACED BEGIFI GIYARDR,41L TRANS (37 5') � i 7WRP02!,Il ; .� `� �_ I `eOLICRETE BARRIER TYPE 7-C END GUARDRAIL TR,4N5 BEGW SHOULDER BERM GUTTER __ _ �_.�_ � �� ` �reu,�v oircn _�2NB1 -STA 324+71.58 BEGIN PROP GUARDRAIL -LZNBI STA 328t2} 75 -- - : _ -- STANDARD w, i ,, -+ � 360' SHOULDER T \ E oETAa 'A' 22 00' LT - -- I '�, SEE DETAIL ' � / � � -.' �rsHEETS 2J 8 2K) (4S.00 RTK� L2NB1- STA 326+58 1S ( _- �-_ -- - � RET-1N DI J SHEETS 2J �$K) i� \\END PROP. GUARDRAIL -„ f�F;�16 PROP. GUARDRAIL - -- ASSES EXISTING GUARDRAFL�`FfEjTGHT A_ - A ;;s EN ROP (�tJ"�(RDRAIL ��i� BEGIN GUARDRAIL TRANS (37.5') I \� 9 -GIN GUARDRAIL TRANS (37.5 : -"'-'' "� �� BEGIN GUARDRAIL TRANS (37.5') _ __ _ . _____ -.�==END ( INGLERPACED REMOVE AND RESET�F-r1EC-ESsARY- - - ..�� gE GUAI,fcb R AIL TRA�j4S (37.5') -�-BEGIN SHOULDER BERM GUTTER j i�acacExrEN� � L€ �,r) � _ __ ___ --__ CONCRETE BARRIER TYPE 7-L-- _- -_ �" � coNcaere ��f _ _ _�IN-35" REP- ��*' -L HOT--STA 316-v 1.22 �-L2NBHOT- STA 317+89.05 _ tXN�HQT,, STq,3��i�,$1.1 L2NBHOT- STA 324+94.30 �-�- --- '�".y�� �;�J 4. LT /34.00' RT '� " 4.00' LT /34.00' R END PROP GUARDR,41L . r-�.���"'rl," (4.Oe CT) (34 00 _RT�_ -___ -- BEGIN GUAR�it91t_'#tAN��ZS'�- -- -� END �kt�DBAl6 TitRNS-(3�.5') �� SEE DETAIL'M' z�r \ _- - _ - - =�ag7 �p a32fr+2D_6�_(4fl.-9&�t�j `_' ` - ��TN PRO� GUARDRAIL �s Eers�,�i, .� L2NBH �pSSl� �33U4r3�':2�5��"� ��.� . � _ r PROP. -RTVJRP02-14 _ __ _ - - -L2NB7 $TA 328+59 25...`,.�, -�^,-�"� � NOTES: - � � BEGIN PROP. -RTWgPA2-i�4 =_ _ -��(�24�00�' T) END GUARDR.4 L �\ NS 37.5' _ _ _ _ �N� NBHOT STA 325+�5.Q1-(3-.�fl' _ �- -E�Q_�p{tpRpR'TIFANS (37 5') (22 00' LT),,. _, �_ - � ��, 1.) FOR -L2SB2- PROFILE SEE SHEET 25. __ _���z[�sr�aj=�r,a-3z�=��s.sz �sso� �r� _ � 1 G _- __ -� -- - - -- � -�'--- - ���� -L2NBHOT �TA,ti3?5..+�9T' �"�....- - 1 2. FOR -L2NB7- PROFILE SEE SHEET 25. -__-- ( ) - - � ��tFFace� -{��eb`�1L ` �'L�,����" ��\ ) � ------- BEGIN SINGLE-FA C�LLCREF€ BA�RIEK IXRE-7= CONCRETE BARRIER TYPE 7-C `nv I �� - �.tir�- BEG N BRIDGE „ ���� 3.) FOR CURVE DATA fH SUPERELEVATIOIVS SEE SHEET 2S. - lz��rror--�za=s2�s.66 �, - ��-' -�zNallor sr.a szs+ss,9�(��00� u) W�„���_ -L2NBHOT- STA 325+35.93 -, -- - -fd.60 LT) _ -�, -� - END GUARDR,41L TRANS (37.5') BEGIN SINGLE-PACED CONGRETE BARRIER -L2SBHOT- STA 330+26.55 (4.00' RT) END GUARDRAIL TRANS (37.5') BEGIN SINGLE-FACED CONCRETE BARRIER -L2NBHOT- STA 330+28.58 (4.00' LT) BEGIN PROP. GUARDRAIL �-L25BHOT- STA 329+65.51 (34.00' LT) -4y N� 't, S�y JA N^`;C'� 4�tCL C�: ��o;.., P„ 4?i � � / .' END PROP. GUARDRAIL � / -L2NBHOT- STA 333+�.8y (34.00' RT) � � , � / / 300' SHOULDER END SINGLE-FACED CO �F iRrH C� HaRLOTT � I�i,��IIIP JI ,I����,F'Y L � fI�T DFi 761_� � _ �„ END REMAINDER PACKAGE 2 -L- POC STA 336+39.50 N = 1,448,817.12 E = 562,158.62 END REMAINDER PACKAGE 2 -L2S62- POC STA 335+65.46 N = 1,448,767.50 E = 562,140.93 BEGIN GUARDRAIL TRANS (37.5') BEGIN SHOULDER BERM GUTTER -L2NBHOT- STA 336+48.22 (4.00' LT) END GUARDRAIL TRANS (37.5') BEGIN PROP. GUARDRAIL -L2NBHOT- STA 336+85.72 (4.00' LT) END SINGLE-FACED CONCRETE BARRIER BEGIN GUARDRAIL TRANS (37.5') -L25BHOT- STA 337+89.50 (10.00' RT) END GUARDRAIL TRANS (37.5') BEGIN PROP. GUARDRAIL L2SBHOT- STA 338+27.00 (10.00' RT) �, � � � � � �. �' �, . �� END DOUBLE-FACED CON,��ETE BARRI�R �, c,� � ���� BEGIN SINGLE-FACED COMCRETE BARRF6,R TYPE 6 3 1 ('' / /� � BEGIN $INGLE-FACED CO�*lCRE7E �RRIEIh' �`^? i'^ � � 3 � ��/ � -L2SBHOT- STA 33�+30.00 , - `-_ 4. �� ry � � � (10.00' RT) �..�� s �..','`>. 4" �`� � / r 5 �; � , � , �.�,�� � �``� �� � �' lz + �-""'�,�� 1�`�„'-�'' ".' - � �����N-� - _ _ __ JE _ _ _ _ _ _ _ _ �--iE � " w�.r��.r�, _ BEGIN DOUBLE-FACED C`�NCR€�TE�SARRI€R �,�- - �� -�-T�r^-� - - - -�� �� �l,. .-_. � -,.�r�.,.,-y�„�i`� ""-. ✓���`-s -L2NBH�3,� STA 337+38.�5"-`' � � - � _ � -.� (4.00 LTk. �. � .-,s^��'�"� � � , , " _ , _ r _ sj F� C/ n �� . �.�,...,-- � RETAIN CONCRETE DITCH � � n r , . �. -,�,r u �-' 4 4^'�� / A t� RETAIN �� h �µ µA / � \ � � 2�0" NCP .-.,.�._ ..�� .w,,.,.�..�_ 1 1 11 � � � � � � �/q\ �2��% \ 6� PROJECT REFERENCE NO. SHEET NO. I-3311C 12 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER construction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTWG CONTROL OF ACCESS FENCE TO REMAIN o� i tl� / .. � .�„r.. � ... -�Nz.vr ct5 .. ---_— -�_-- —�, '�s' �.. -w w� `=-v� � F - —� , conc o TCN --- ----- — � . �- - �- � - �rES � � -'- - - CONC DITCH �._� "-��_�--�_.� _ '.- ___ _--_ __---- _ - _. _ _ _._ - _ _LSi- __ - - -_ _ -._ - _ - - ' MiL - - �� NCoor 1 � _ 1— — ��iY�� �� �� ��_ � _ _ 1��� � — � _ �� • �� 1_ : : � , — _ j i • �-.�e:r:ia•r���i'�� '''�'' ����� .�:Ci _ � _ '_ - _ - _ _ ��_ � � _ �/ •/ �%��Il� ——— ——�--—_ ———— --�� � � S'�� � - -- ��� .�■:� ' '' �)i►�-„�•••. -... �!�.�, : . � �� � ! � �»��»y���1�ySrA»»»»�A»��»»»»> �� � � • � • � : • —� .� . - �� • 1 � �—� � • — -� "��' � �Ll_ _- _ Z-R AIN _ v �3EIA 8 -_ - � 24„ _ ;' � '�-' -- COLLAR AND � 2GI �, REMOVE HW �TB JB w/MH -�- -� 42" RCP TB 2GI -- -- -_ - ---- ios'Bsi� snou�oer+ - - - ._ - - _rir- - - 13' EXIST. PS (ASPHALT) �� M «� � -4'-�UF�E� = . _ � - `� �� �� � i 2' EXIST. PS As( YI'1ALi ` � - -"--� '� � - zes snou�oe'ff�--- �� o C7 AT_7„> snaut��r� �_ � -'-'_—��_�� ------ «�` - - - — _ - - - - - -_ -- - - - - - � — - - - _ -- - � _ ___ ,__._ �" . _, --�- �� -`-. _:� T`-- �� � _ c� - _ -�"-� � � � � - - �� �tr�F Q : __ - - - �-`' �,__ �-.� " « `_"___._-�_. �- - - - - " - - --� =T � . � — �� _ _ - - - - E��c � - - _ � �—� �� o�.��'f? �-�--'. -- - - - - - —, — � _ _ - (; - - - - ,.�.�"�=� = �'r.. - - - �^�gyI �MFrE� - - - - ` � - _ �-,,..�q _. _ `- co - �� ,��[^^'��--' S� � - �-� J.��� - ,,!� r-- P � I�K ��-� r p ��� - � METERW-'���B�NE ,.�KtMOV EXIST GUARDRAIL� E�-EC T( � � � - --__ . y- N _ .- ..''1.1. �. _ aFco � . =� �r �� -`� - - j i -- --_ - -- � ' COIJ �ITLp--� — \ I2^ r �� YVo9�5 , CABINCT \\ C�\OIT �!"�„'""„�-u�a.�'�'.,-�.J^u"u"' v.'v . �' L ` — - - - , �— RETAIN N� o� i ��.� � �H �, "^�''J"'� END SHOULDER BERM GUTTER _ CONCRETE DITCH ,,z' � \ \ _ � � � _ � ���,6f �-���� ��i�' -L2NBHOT- STA 339+23J0 .. "��`t .. �� � � � �\.;� ,�r (4.35' LT) -- -- -- - - �- - -�-- --'.� - - - - �- ^.' r���w r - � � � .� J`.,� — - — _ _ � ��N GUARDRAIL TRANBaQ0�.5') / 'r RETAIN i a co ReiH oi H � kE IN PROP. GUARDRAIL 4 NBHOT- $TA 331+75.60 � � ���� � �/ �;aoos ��' f'" I �.g.00' RT) �� . 4�'� , ``�� �' _ �—ti— � �'' � � � 15"HCP ?FEJ 4 � �'END SINGLE-FACED CONCRETE BARRIER �" � ��� �� BEGIN f'i4_1RRBItAi�=FRp,AI�(37.5') P=e BEGI -SHOULDER BERIvi S�E� M L HOT- STA 331+3810 � pR� � � � (.00' RT) � � i� n in-ES � /' � �,3Ni� ; �I- i \ � s�-�;� f� ['E 2N��RpT G�p g�g� �� A\� C,'� (48. ,�'RT) /�""'- -,-. � V� � � cb ����,�yr%'� � V\ � SEND �SHOULv�t� BERM � [i�-.�_ �� �- f END/ PROP. GUARDRAIL '`�� - � TIE �70 EXIST GUARDRAIL --"`� � (� L2�J Bl- 57��30+43.65 ,� (2�.50' LT� � 4J � BEGIN/PROP.,�R RP02-17- � . ,._ -L2N OT- S - 30+78.41 f35.50' RTl ~`"�"�'���ASSES EXISTING GUARDRAIL HEIGHT AtjID o'� P coN� "W REMOVE AND RESET IF NEGE Y �' o 0 � + � 300' $HOULDER TRANSITION _ � � II II Illa 1 ���1 REALTY ASSOCIATES FUN� IX LP T 25168 / 890 f � END REMAINDER PACKAGE 2� � J -L2NB1- POC STA 342+70.35 N = 1,448,673.11 E = 562,841.64 '-7� i-85 REAL'v i LC EXISTING CONTROL OP ACCE$$� FENCE TO REMAIN �" z6azi i �osNOTE: ' -EXISTING GEOMETRY TO BE RETAINED UNLESS OTHERWISE INDICATED. -SHOULDERS, SIDE SLOPES, DRAINAGE, ARE TO BE RETAINED UIVLESS OTHERWISE IIVDICATED. NOTES: 1.) FOR -L2SBl- PROFILE SEE SHEET 26. 2.) FOR -L2NBI- PROFILE SEE SHEET 26. 3.) FOR CURVE DATA £� SUPERELEVATIONS SEE SHEET 2T. rn �s-. ..� o�, *'. �00 2fY N d� �N c9d jij O�`� \ �� m � �S \ �� : . " ��� \ Bsr ' � ` �{ PROJECT REFERENCE NO. SHEET NO. R S \ \� syo �\ �> ,. �� i � "��-- 0 50 100 NOTE: m �� ��� c, � °�a� � � � � � � � � � �� � �� 6,am' o � �� �_ � _ �� � � I-3311C 15 -EXISTIIVG GEOMETRY TO BE RETA7IVED 6 i" ��� �- E� _ �\ � � �� � � ROADWAY DESIGN HYDRAULICS UNLESS OTHL^�RWISE IL�DICATED. � �� u' �� \ � � ���'�I ENGINEER ENGINEER -SHOULDERS, SIDE SLOPES, DRAINAGE, ARE �� �a \� �9aa�� \ ���� TO BE RETAIIVED UNLESS OTHERWISE ENo�si LE-FACED co���6A\ek �� � � ��� �� BE GUARDRAIL TRAN�S 37.5') �� � �R \ � \\ IIVDICATED. rC- sTn 2t+98.� �� �� � �� �� ���� lti � o' �T) \ \ � \ � �\ \ �� � � - - _�-- -� \ \ �� \ �._�.�, � - � -- �c��� �i��� `' -- �� �� � V \��� � � � � - -- 1 `� � � � � asr � \ \� \ \ � � - \ ` �cay� � y�� � \ � ��\ \ \�\ \\ �\\ �\=_ _ � `\\ � �� � \ � �� \ � � � ��.r `RETAIN CONCRETE DITCH \\ \\ \�� \ \ \\�� \ \\\ ��_ o \\ � � \ � \� \ � � � •� „ ry � � � �� � � �� � — �-- — _ construction, LLC � �\ \ oa � \ � � �., N - -- � � ��� � woons � � �� ��\ oti� A �V A A _� • a oeh,�� �� A� V�F� V \�� � � ib V ,�'� �� � a� END GUARDRAIL TRANS (37.5') � � � � Louis Ber�7 er y�,.z BEGIN PROP GUARDRAIL � . \ �,� � �� �� O\�\�.., .7 � a� � "� -ISSRPG STA 22+35.57 �� � -�� \ \_ Q '� � (10.50' LT) `. �� �V �, 120' $HOULDER� �V �� Z vi� a END SINGLE-FACED CONCRETE BARRIER TYPE 7-C ��V� �\� �- ��-� TRANSITON � �V � DOCUMENT NOT CONSIDERED FINAL iN a� BEGIN $WGLE-FACED CONCRETE BARRIER REM��XIS 6 ARDRAIL \' o\\�� � UNLESSALLSIGNATURESCOMPLETED -�5 p ti, � 185RPC- STA 23+24 90 C � �� � � � A� A � �ti W ti o.c (10.00' LT) .\ � o � \� �._ � /'j'�;: 3yy2 � � � �� �' � V 6. , � , + �V � 240' SHOULDER - / / �� � � - END GUARDRAIL� �37.5') d- , � �� � � � yg�� _ - � BEG $Ir�fiEE-'FACED CONCRET�BARRIER \ T �� � � � \ TR�NSITON �e _ /'� � .C��� - - - -18 - STA 14+82 60 \ � ss V � m A . � ' .,� � � � a A V � �� ; / / � ..�. � ro� SEE DETAIL At 3 /'�<� 4.00� LT) "�ODS \ � REMOVE 15" RCP �-� \ � F � \\ � � � � `� `��y� _ - v - L4TERAL V DITCN' , � � � 2Q�, � � - � (sHeers v s �tu,S'� '' � END PROP GUARDRAIL �'�, � A `�' � � � �� � V / / oa�� � S-.� BEGIN GUARDRAILTR,4N5 (37.5') "� � ��� � ��� �� o� �'�� -185RPCH- STA 14+45.10 \� �� � � aerni te�� cMe \ \��-_� \ � � ��h 5� o � ) �o (14.00' LT) \ � � � � � �� \ � ' � � � �' �. = Te iB iMH ROP GUARDRAIL �� �s�s I L � C BAR PE 6�� � .� END S NG�'F�CE@SON RETE 'TY , "`�'' - � �e�� ecr-�n tsoa -185RPCH--SI?H3+9�10 tst3 `� �� �� ^'-� BEGIN GUARDRAI�iRAT.15,(37.5') / � � �i � � „ �p_m 4.003��) 50 2�i - � � � �e � / z`�� a / " TL-3 C NCRETEDITCH � �\ i �P"�-c 36500CRTSTA 32+79�5� �// 'U � TB JB �H I R ��� � � SE DETAIL 'M' � � Ad'. DI � \� � Q��, ��'h' � REMOVE 24" RCP � 1505 � TB 1B /M �p t W_ w , / � \ �6 � / 8...�� ma C �S EETS 2J & 2K) ���- \ R a RETAIN b'Xb' RCBC - /� �� ��� rv pGP C� 1507 / \' '- ' .8_ �, �� SE�EN ETAE DITCH j A`J � \ 18 � CP_ I 0,. / �\\ c� l �' �� 1503 �8" i 'O CAT / �� ��,-� RETAIN CB � .. ,o� EE - ��_�� -� -o � �I ' YBJ J/MH� 9 > > -_ _ C 1514 \ . (SH 5 TID��3�� o-. � � �z '� MOVE B- � � � � - - - -- - -- . - �5� � _„✓� � � �g / r� RETAIN 24" RCP � � �� .. N' `i _ -- - - �fi� . - . _ _ 1B k'�MH . , YI U C � � � � �> � \ i - - _ � � � �$FjRPC te xci � ----� � � z�r -- - _ . _ � --= --- -- - F � �� �� � !� �-�I�r ' � �. � _� �'' ;.: - ._ � �cr/ � , __ ____ . _- - __ _ � C _ `EM�\8„ RCP " __ _ __ .. -_ w `m,.z '. -= -_ \- \ \. iS � . V -_ � I � � -- �� I y __ _ __ _ _ ,' ��� \� . .. R n _� -- �-_- _ ___� E� ,.. r . [ GI 1501 Q. _-".- " . 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GUARDRAIL -185RPCH- STA 12+73.80 (24.55' RT) END SINGLE-FACED CONCRETE BARRIER -185RPG STA 23+09.90 (10.00' LT) BEGIN PROP GUARDR.41L -185RPC- STA 26+57.10 (36.00' RT� BEGIN PROP GUARDRAIL -185RPC- STA 27+49.45 (50.25' RT) c s� � ir, mi� ocn� ��� � �,_> -zm 1VOTES: � N� 1.) FOR -I85RPC- PROFILE SEE SHEET 33. `�" " 2.) FOR -ISSRPCH- PROFILE SEE SHEET 34. o�... ��i 3.) FOR CURVE DATA f� SUPERELEVATIONS SEE SHEET 2 -� x�� o. = �� I u � � 8 Sbv� �.�V 6g - 6,p6, rpp_ 696.18. 0 P: END PROP GUARDRAIL BEGIN GUARDRAIL TRANS (37.5') -185RPC- STA 29+67.45 (36.00' RT) END SINGLE-FACED CONCRETE BARRIER -185RPC- STA 39+79.25 (31.00' LT) END PROP GUARDRAIL -IS5RPG- STA 29+97.65- (92.10' RT) END GUARDRAIL TRANS (37.5') BEGIN SINGLE-FACED CONCRETE BARRIER TYPE b -185RPC- $TA 29+98.85 (36.00' RT) \ �x �\\ o \'�a. t� � ¢eSl ��5: CP y`� 2� � � — � ��� i, � \\ � . . , ,� //tl \\�fr � �� �4 ��. \�FF� � ��� ����� �� � � ///C\ /�/ � CP�\ \ � � n \< � . wa � � � \ \ �� �� � P /%V � i� y V �c !, �� �a� END SINGLE-FACED CONCRETE BARRIER TYPE 6 -185RPCH- STA 19+41.60 (7.45' LT) �` � � < � ��""'�"�"' � � " jif �''�"""' � �i � � �� � �� - - PROIFCT REFERENCE NO. SHEET NO. i �, � � / 4 �,, - �� _�� � � ,� - - �' --_ � I-3311C 16 _ � ti,,..n. �. � � �\ _ _ � ^ �-� ti" � ��- - - " �% ROADWAY DESIGN HYDRAULICS � y�^�� � ��' F � "i-�- / � O s���i ; �._u�= i � � � � � � �� =��� �� �l ��\ ENGINEER ENGINEER /� ��i' �/ � \ ��A \ � � ��i� ��i�I 1 0 � !i \P \ \ \ \ i i �� M / t/ � ii� ii� �l � �� ���� ��p� ' "-- -���y ����' �����' ��� � _ , ~�� �� \ J , � � ���^ 'i � � � II ��� � �-�'�� ��% � � -r- ��� �' ' ��� \. ��� � I „� � �i� �' ��� �� A ''� � j � ' ' \\L '�i tc cM�'''_' \ \ \ \ \ \ � � F� �� �� _ �r'�". � � � / /// � i � - � �� � o, � , , ��,� l l% �, � - �� �� i ��� �' -P- - _ , � /�� /�%' a construction, LLC � � 1 �� a � ���� �-� � /�/ N % % �\ ��� ����� � � �� �/ r� ,�� i % « � �, � � � ������ ��.3,�� ' � � , //// ��� ���, °0 � Louis Berger i d �� �. i �� \�� � ��\ �,B•R p ° �, � , �� � � o �w.ae� qa � � � � � � � � DOCUMENT NOT CONSIDERED FINAL 3q ys, � � BsrV A�� �� � � � �rFo ��� �� � � - Z°- _ UNLESS ALL SIGNATURES COMPLETED e Q'` �� �'� �� � � MARKER // / r.� - � � /y \\\ \`\\�\ \ae\� l �l� l'��l _ - - _ _� ii��... oi � \ � 'a�\ � / /-' i. �� � \� �� \ _ II I �/ RETAIN CB � �' i \\ / / �� -� �� �\ � � \\\ / ///� / � // �/ ' -� ��� �� \ \ \\ � // �/ -�� /o.0�Bs7 WLOEA �� \� \� \� \\�\ � 1610 // �i� S�� � \\ � \\ \ \�� l \ / ^5 � _ _ _--- \\\ �\ \\ \\` � / __"'_'_'_'_ � � � I � /r"- 0� � � \ r ETAIN 15" CMR � �� / � \\ �� `�=_ � I f � ETAIN 18" RCP ///9d// � �- �� �-/ �V ��� �� �� � � RETAIN DI �� � i-RETAIN DI �� /���, �� ��� I /� �����9��esrsMoocoEa�� ���� \�� �� �� ����� �/ � //// ��� s.v�esr����� � �� �� �� �� ��� l / - �- - � �� �� � sHoumER ��� �� —� �� �� ��� iaaen — � ten � _- �- -_ - = ie�Rc� �' R���i�/ ///� -__---'__�_ 1.� ��� � �. � I —.--- � � ` . 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