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Home My WebLink About20150931 Ver 2_Application_20160328Transportation March 28, 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 Coordinatar PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Request for Modiiication to Individual Section 404 Permit and Section 401 Water Quality Certification for the I-4750AA (North Section) I-77 High Occupancy Toll (HOT) Lanes Project From north of Catawba Avenue to just north of NC 150 (approx. 8.3 miles) Mecklenburg and Iredell Counties NCDOT Project Number: I-4750 AA (North Section); Federal Aid Project No. IMF-077-1(183)299; WBS No. 40099.1.1 Debit $570 from WBS 40099.1.1 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 9, 2015 Individua1404 Permit SAW-2016-00156 issued January 28, 2016. Individual 401 Water Quality Certifcation No. WQC004036 issued November 13, 2015 for I-5405, subsequent modification issued February 15, 2016. Dear Madam: This letter addresses Section I-4750AA (North 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 (Brookshire 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 North Section is approximately 8.3 miles. The above referenced September 9, 2015 application presented preliminary impacts for the North Section as 90 linear feet of permanent impacts to surface waters. Through the continued avoidance and minimization measures at each site, the final design now proposes 50 linear feet of permanent impacts (23 of which is bank stabilization) and 298 linear feet of temporary impacts to surface waters. Please �Nothing Compares�.� State of North Carolina � Depaitmeut of Tra�uporta[ion � Project Development and Enviromnental Analysis 1000 Birch Ridge Drive I 1548 Mail Service Center � Raleigh, NC 27699-] 548 919-707-6000 see the enclosed acceptance letter from the Division of Mitigation Services revised December 4, 2015, Inter-Agency Permit Site Review Meeting Minutes, State Stormwater Management Plan (SMP), final permit drawings for the North Section including an updated summary of total project impacts, and project design plans. Construction in the North Section is anticipated to begin as soon as this modification is received. IMPACTS TO WATERS OF THE U.S. — North Section Final design is included for the North Section as the basis for this permit modification. Wetlands Design has avoided impacts to Wetlands. There are no proposed permanent or temporary fill in wetland areas. Surface Waters Permanent impacts to surface waters total 27 linear feet, and 23 linear feet of bank stabilization, totaling SO linear feet. Temporary impacts will be necessary for construction of the various box culverts, pipe installations, and bridge widening. Temporary impacts associated with this project include 298 linear feet (0.13 acre) of temporary fill in surface waters. Table 1 depicts all of the surface waters impacted by the final project design for the North Section. Table 1— North Section Im acts to Waters of the U.S. Permanent Bank Temporary COE- DWR- Stream Stream Name/ Perm. Fill Temp. Channel Stabilization Channel Required Required Site NRTR ID (ac) Fill (ac) Impacts (I� (I� Impacts (1� Mitigation Mitigation (1� UT to 1-N Gambles - 0.01 - 263 - - Creek / SB 2-N UT to Work �0.01 <0.01 9 - 1 S 9 - Creek / SF2 3-N UT to Woi•k <0.01 <0.01 18 23 20 18 - Creek / SH1 Lake <0.01 (non- 4-N Norman / mitigable 0.12 - - - - - SWI and bridge SWJ columns) TOTAL Stream <0.01 0.13 27 23 298 27 0 Im acts Summary of Utility_Impacts: As with the current permitted activity, no utility impacts are anticipated. Permit Impact Sites: Stationing provided is approximate and is provided for general location purposes only. Stream Permit Site 1-N: There will be approximately 0.01 acre (263 1� of temporary stream impacts from Sta. 1127+50 to 1130+10 LT for the construction of a retaining wall and noise barrier. Stream Permit Site 2-N: There will be approximately 9 lf of permanent stream impacts resulting from the extension of a 36" pipe and associated rock plating between Sta. 1291+62 to 1291+'75 RT. Additionally, <0.01 acre (15 1� of temporary stream impacts will occur for dewatering, construction access, and rock plating. Stream Permit Site 3-N: To accommodate widening to the east, there will be 18 lf of permanent stream impacts resulting from the extension of a 9'x7' box culvert. Additionally, 23 lf of bank stabilization will be required from Sta. 1303+76 RT to 1304+32 RT. There will be <0.01 acre (20 l� of temporary stream impacts to accommodate de-watering and construction access for the culvert extension, and the adjacent fill slopes and rock plating. Surface Water Permit Site 4-N: To facilitate center median widening of the existing bridge structure, there will be approximately 0.12 acre of temporary surface water impacts consisting primarily of stone fill for construction of a temporary work pad. The work pad is necessary to construct the columns needed to support the widened bridge. Existing stone riprap will be restored, where appropriate. 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 North Section: Avoidance and Minimization Site 1-N Site 2-N: Site 3-N: • Permanent impacts to streams west of the existing roadway and Lake Norman, wetlands and buffers east of the roadway were avoided by centering the roadway alignment and utilizing retaining walls on each side. • Noise walls were designed on top of the retaining walls to avoid permanent impacts on either side. • Widening to the east avoids wetland impacts to the west. • Rock plating with steepened slopes has been designed to minimize the impacts. • This site located just north of Site 2-N and is related in avoidance and minimization. • Like Site 2-N, the site is constrained by Alcove Road on the west side with a much larger wetland and stream beyond the road. Site 4-N: • A retaining wall has been designed, and fill slopes have been steepened and stabilized with rock plating to the maximum extent practicable in order to minimize permanent impacts. • An existing hazardous spill basin is being retained at this location to maintain detention capability of potential accidental hazardous materials discharges from roadway accidents. • The bridge structure is being maintained/widened to avoid permanent mitigable impacts at this site. • The temporary work pad will be limited to obstruct not more than 50% of the surface water opening at a time, and will be supported or substituted by barges when feasible. • Ditch blocks will be installed in the ditches to the south of the site to serve as hazardous spill containment areas, protecting Lake Norman in the event of accidental discharges of hazardous materials from potential roadway accidents. Revised total project impacts are included in Table 2 and Table 3. Table 2— Revised Summa of Wetland Im acts for I-77 HOT Lanes Pro'ect Section Design Impact Type Impact Area Impacts requiring Mitigation (ac) Sta�e (ac) I Temp Fill 0.06 I Central Final � <0.01 Fill I <0.01 North � Final � Fill � 0.00 � - South I Preliminary I Temp Fill I 0.04 I - TOTAL WETLAND MITIGATION LIABILITY <OA1 Table 3— Revised Summa of Stream Im acts for I-77 HOT Lanes Pro'ect USACE DWR ection S Design Stage Impact Type (� act Mitigation Mitigation (l� (1� Perm Fill 185 Central Final Bank Stabilization 225 185 190 Temporary 491 Perm Fill 27 North Final Bank Stabilization 23 27 - Temporary 298 Perm Fill TBD (3,662) South Preliminary Bank Stabilization TBD 3,662 3,662 Temporary TBD TOTAL STREAM MITIGATION LIABILITY 3,874 3,852 Compensation Unavoidable impacts of 27 feet will be compensated by the Division of Mitigation Services (DMS, formerly EEP). The DMS acceptance letter (revised December 4, 2015) is attached. 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 Based on guidance from Donna Hood of the Division of Water Resources received via email on January 29, 2016, the proposed North Section impacts are considered to be within the existing transportation facility, and Catawba River Riparian Buffer Rules do not apply. 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. Sincerely, . � .�,`�. �� Philip S. arris III, P.E., C.P.M. Natural Environment Section Head. Cc: NCDOT Permit Application Standard Distribution List Environme�tc�l Quality PAT MCCRORY �>�a; t�.-�,�, DONAI_D R. VAN DER VAART . _ �ti t�,� N December 4, 2015 Mr. Richard W. Hancock, P.E. Manager, Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: EEP Mitigation Acceptance Letter: I-3311C, Construct HOT Lanes in each direction on I-77 from St� Street (Exit 10) to North of I-85, Mecklenburg County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by you on December 4, 2015, the impacts are located in CUs 03050101 and 03050103 of the Catawba River Basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Stream Wetlands Stream and River CU Eco- Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Riparian Marsh Impacts Catawba 03050101 SP 0 0 275.0 0 0 0 Impacts Catawba 03050103 SP 0 0 3,662.0 0.50 0 0 T�ome or me stream ann weuana impacts may be proposed to be mingated at a 1:1 mitigation ratio. 5ee permit application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on November 17, 2015. This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data. DMS will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this proj ect as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010 and consistent with the Guidance for Expanded Sen�ice Area for Mitigating Impacts ►��ithin the Lo��er Catawba River Basin approved b�• the IRT on September 17, 2015. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any yuestions ar need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, Cfi� Jam . Stanfill Credit Management Supervisor cc: Ms. Crystal Amschler, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, Division of Water Quality, Wetlands/401 Unit —:=�`�"1do�hing �c�mpares�.�. 5t��leoiNorthCc,rolina Environmental(�.i�lity 1G01 MailServiceCenter � Raleigh,NorthCar�lina77699-1601 919 7i17-8fi�0 Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project — North Section Permit Site Review Meeting (Preliminary) I-4750AA in Iredell 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 mecting was to review the preliminary hydraulic design and resulting environmental impacts for the North Section of the Projcct. The plans were reviewed, addressing each iinpact 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 in the North. An addirional site review meering, if necessary, will preclude a permit modification, which will be submitted once design is finalized for the North Section. Derek Ivie proceeded through the North Section impact drawings to present project impacts. 2. Site 1-N 3. Site 2-N: Permanent impacts to the stream include culvert extension and bank stabilization. Temporary impacts are anticipated to construct the culvert extension, manage the watercourse, and facilitate construction access to construct the proposed adjacent fill slope north of the culvert. SCC Design team is considering widening to the west that will remove this impact, but space constraints are anticipated to prohibit this shift. NCDENR noted past water quality issues/complaints to the west associated with Lowe's Headquarters — mainly sediment deposits in a recreational cove of Lake Norman. No additional comments. Permanent impacts are limited to non-mitigable columns within Lake Norman to support the new bridge structure between the existing northbound and southbound bridges. Temporary impacts (0.06 ac) consist of wark pads within Lake Norman to facilitate construction of the new bridge columns/bents in the median. DWR noted a potential concern with blocking boat access under the bridge. SCC noted that the work pads will be constructed one at a time. It was noted that, due to the grade of the existing bridges (which must be matched), the drainage from the deck of the new bridge will be direct discharge. This is consistent with the current condirion. The bridge is a zero slope bridge (flat). No pracricable alternarive to direct discharge from the bridge. This concluded review of North Section impacts. Meeting Name: Date & Time Location: MEETING MINUTES Interagency I-77 HOT Lanes Project — North Section Permit Site Review Meeting (Final) I-4750AA in Mecklenburg and Iredell Counties December 9, 2015 1:15 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 David Stark Nat Hunter Carla Dagnino Rodger Rochelle Linda Dosse Theresa Ellerby Pab10 Del Monte Derek Ivie Walter Roberts David Brandes David Hannon Joe Garcia Farrell Sikes Judson Dalton RD Odell Steve Smith Agencv FHWA USACE USFWS NCWRC USEPA NCDENR, DWR NCDENR, DWR Affiliation NCDOT,PPU NCDOT, Hydraulics NCDOT, PPU NCDOT NCDOT, NES NCDOT Transportation Planning NCDOT,PDEA SCC — Design SCC — Environmental LBG — Design LBG — Environmental I-77 Mobility Partners LBG — Design LBG — Design scc LBG — Design SCC — Construcrion On Phone On Phone On Phone On Phone PURPOSE: The purpose of this meeting was to review the hydraulic design and resulting environmental impacts far the North 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. Preliminary hydraulic design and impacts were previously reviewed on July 22, 2015. 1. Virginia Mabry made introductions and a sign-in sheet was completed. Derek Ivie briefly reviewed the permitting history and the three Project Sections (Separate TIP Numbers). Application was submittcd to the Agencies on September 09, 2015, wiYh final impacts for the Central Section, and Preliminary Design in the North and South Sections. I-4750AA, North I-5405, Central I-33ll C, South 3. A permit modification will be submitted for the North Section in early 2016. Derek Ivie proceeded through the North Section impact drawings to present project impacts. 4. During the previous meeting in July, two impact areas 1N and 2N were shown. Two addirional sites have been idenrified and were include in the permit applicarion. Sites previously idenrified as Site 1-N and 2-N, are not 3-N and 4-N, respecrively. There are four total impact areas. 5. Site 1-N (Not reviewed during prior meeting, but included in Permit application): Temporary impact to 263 lf of a small stream on the west side of the alignment to facilitate construction of retaining wall. The roadway is constrained to the east by Lake Norman, buffers, and a wetland. Roadway alignment has been centered as much as possible to avoid permanent impacts to either side. Retaining walls with noise walls on top were designed to limit impacts. SCC presented photos of the site. This stream appears to possibly be an eroded roadside ditch. No comments received. 6. Site 2-N (Not reviewed during prior meeting, but included in Permit application): Impacts associated with eastward widening include 10 lf of permanent impacts for pipe extension and rock plating and 20 lf of temporary impacts for construction access and dewatering. Rock plating to minimize impact has been proposed with steepened slopes. The roadway is constrained horizontally and vertically by Alcove Road on the west side with a wetland and stream west of Alcove Road. SCC presented photos of the site. A quesrion was asked about the proposed rock plaring— The plating will be class II riprap to stabilize a steepened slope and reduce impacts. Site 3-N (Formerly Site 1-N): This is located just north of 2-N and is a necessary for eastward widening. lmpacts include 25 lf of permanent impacts for 9x7 culvert extension, 35 lf of bank stabilization, and 79 lf of temporary impacts far construction access and dewatering. This site was discussed in July as being impacted already by sediment from the Lowes' project. SCC presented photos of the site showing existing heavy sedunent accumulations. 8. Site 4-N (Formerly Site 2-N): Impacts associated with this site have not changed since the July meeting. This is temporary work pad at the causeway is required for construcrion of the bridges to be widened to the center. It will be constructed one side at a time 50% of the lake surface opening will be maintained continually. SCC presented photos of the site. Existing riprap to be restared under the bridge, but no new riprap is proposed to be installed below the water. No comments. 9. SCC presented the total summary sheet 10. A question was asked about other causeway sections and potential impacts between 1N and 2N at Lake Norman: SCC responded that widening is limited to the median to avoid additional impacts to Lake Norman. 11. KMZ files depicting the impacts will be provided through NCDOT to the agencies. This concluded review of the North Section Impacts. Additional/Other Discussion: Virginia Mabry reminded the agencies that there are other separate projects that the municipalities are requesting NCDOT to construct, which could result in impacts. The most likely at this time is a pedestrian underpass in the Central Section at approx. Station 836+00. NCDOT would only construct the tunnel (not approaches), which could result in an approximate 147 lf temporary stream impact for construction access. A preliminary impact drawing and photo of the stream were presented/reviewed. USACE stated that it would be preferable to include these temporary impacts with the permit currently under review, if design can be advanced quickly. Per USACE, new public norice would not lilcely be required for only temporary impacts. SCC clarified that it does not desire to delay the review of existing permit application, but will try to provide any additional information as it is developed. I-4750AA SMP General Proiect Narrative The I-77 High Occupancy Toll (HOT) Lanes P3 Project involves widening the existing facility by adding managed lanes to help alleviate congestion and provide reliable travel time for the users. The North Section of the HOT Lanes project is in both Mecklenburg and Iredell Counties and is NCDOT TIP Project No. I-4750AA. The North Section begins north of the Catawba Avenue Interchange continuing along I-77 and ending north of NC 150 (West Plaza Drive) Interchange. The existing facility will be widened to the median and/or to the outside in order to accommodate the additional lanes, proposed noise barriers, tolling features, and required infrastructure. Proposed roadway modifications were designed with respect to minimizing environmental impacts to the maximum extent practicable (MEP). When conditions in the corridor allowed, the proposed improvements were shifted away from jurisdictional streams and wetlands to avoid impacts. Retaining walls were implemented in some locations to avoid expanding the roadway footprint into jurisdictional areas. The side slopes in fill areas were steepened and reinforced to minimize any impacts to jurisdictional features. Within this section, the existing median was utilized for the proposed widening which minimizes construction activities outside of the existing roadway shoulders. By not increasing the overall footprint of the existing roadway when feasible, impending impacts to jurisdictional areas were minimized. Best Management Practices (BMPs) were utilized to reduce the environmental impacts and promote water quality both during construction and post-construction. Most roadway improvements were designed to have open shoulder typical sections and any proposed fill or cut slopes will be stabilized, preferably with grass, upon completion. These grassed shoulders will serve as a filter strips as roadway water sheet flows from the facility. Existing and proposed grassed or lined ditches will collect roadway storm water along the project and convey it to existing discharge points. The proposed ditches will be designed to have non-erosive velocities and stabilized with grass, where appropriate. Where high velocities prevent the use of grass lined ditches, they will be stabilized by the placement of rip rap or permanent soil reinforcement matting. The existing storm drainage systems and cross culverts will be utilized and retained to collect and convey stormwater. Using the existing systems will maintain existing drainage patterns and minimize additional discharge points that will require stabilization. Any new proposed pipe outlets will be properly stabilized with geotextile fabric and rip rap to reduce velocities and erosion. New outlet pipes will be discharged away from jurisdictional features to the MEP. Reinforced concrete box culverts to be extended will be constructed in dry conditions. Erosion Control measures will be employed to the MEP to reduce siltation and turbidity. Rip rap will be placed along the stream bank at newly constructed culvert outlets and inlets for permanent bank stabilization, where necessary. Newly constructed, grassed ditches carrying stormwater to jurisdictional streams will have stabilized outfalls to jurisdictional streams to prevent erosion. Rip rap placement in the bed of jurisdictional streams will be limited to the minimum amounts necessary to stabilize the channel. All widening /improvement work on the causeway sections that cross Lake Norman will take place in the existing median area. This will eliminate any impacts outside of the existing transportation facility thus eliminating Catawba River Riparian Buffer impacts. The bridge over Lake Norman at Reeds Creek will be widened to the inside as well. There will be non-mitigable impacts resulting from the placement of bridge columns in Lake Norman. Temporary work pads will be constructed in the lake from non-erodible material to widen the bridges. When feasible, support works may be conducted from a barge. Currently, deck drains on the existing bridge discharge directly into Lake Norman. Deck drains on the widened bridge will also discharge directly into the lake as there is no practicable alternative due to the existing flat longitudinal grade. Existing storm drainage along the causeway areas discharges directly into Lake Norman. The proposed storm drainage will connect to the existing drainage systems and also directly discharge into the lake as there is no practicable alternative. The placement of hazardous spill basins (HSB) was thoroughly reviewed within the North Section. Each outfall, both existing and proposed, was analyzed on a case by case basis regarding the feasibility and functionality of placing a HSB. While assessing the possible locations for the HSBs, numerous constraints were encountered. Much of the North Section is on an embankment type section. The majority of these sections, proposed and existing, have 2:1 or steeper fill slopes with vegetated cover generally described as heavily wooded. This presents very limited access to bottom areas at pipe and ditch outfalls for basin placement. In addition, since large portions of the project consist of retaining the outside shoulders, creating access to a proposed basin would involve clearing stabilized wooded and vegetated areas to install the basin introducing maintenance and stabilization concerns. The natural topography through the north section, especially around the Lake Norman areas, is very steep. Existing terrain has slopes greater than 25% in some areas making constructing a basin almost impossible as well as impracticable. Widening an existing roadway within the existing right-of-way also limits where a basin could be placed. Through much of the corridor the existing transportation facility limits are very close to the existing right-of-way. Even where terrain would allow the placement of a basin the right-of-way limits the available area for construction of the basin. The causeways over Lake Norman do not provide any practicable locations for HSB placement. All of the proposed roadway work is contained within the median as there is no available shoulder to widen without introducing new fill material into the lake. Another limiting factor in locating the basins are the proposed retaining walls and noise walls. There are five noise walls and two retaining walls in the North Section that are either required by NCDOT and /or for construction purposes. Retaining walls limit access to areas below the roadway surface due to the elevation difference having no way to traverse down. The noise walls act as a vertical barrier between the roadway and adjacent terrain. With no viable passageway for access behind these walls, placing a basin along or behind the walls would not be practicable. Even with the many constraints that were encountered throughout the North Section, 17 locations were identified as possible sites. These sites will provide a strategy so that any potential spill can be directed through a facility where the flow can be interrupted and temporarily stored. The facilities will consist of existing basins along the corridor, converted skimmer basins from the erosion control phase and ditch blocks with a pipe. As a result of the constraining factors mentioned above, the storage volume requirement for these facilities cannot be fully achieved. However, these hazardous spill containment areas will provide a minimum control section in which a potential spill hazard can be blocked and kept from reaching resource waters. Because ofthe proximity to traffic for these facilities and the risk of impact and tampering, no mechanical devices (sluice gates) are proposed. A list of the facilities used and stationing can be found in the table that follows: Facility / L Line Station Existing Basin 1274+80 L, 1282+35 R, 1302+30 R, 1516+50 L Converted Skimmer Basin 1142+10 R, 1146+25 L, 1247+60 R 1164+30 L, 1185+50 L, 1186+25 R, 1261+20 R, Ditch Block w/ Pipe 1327+50 R, 1334+70 R, 1401+12 L, 1403+25 R, 1415+00 L, 1427+10 R k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ��' STORMWATER MANAGEMENT PLAN ��--• (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 1 of 13 General Project Information WBS Element: C203406 North Section TIP Number: I-4750AA Project Type: Roadway Widenin Date: 3/14/2016 NCDOT Contact: Virginia Mabry Contractor I Designer: Pablo del Monte Address: 1020 Birch Ridge Drive Address: Sugar Creek Construction, LLC Door B1, Building B 6135 Lakeview Rd. Suite 250 Ralei h, NC 27610 Charlotte, NC 28269 Phone: 919-707-6604 Phone: 817-470-9498 Email: vmabr ncdot. ov Email: delmonte su arcreekllc.us Cit ITown: Davidson, Mooresville Count ies): Iredell Mecklenbur River Basin s: Catawba CAMA County? No No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 8.268 mi. Surrounding Land Use: Agriculture, forests, residential and commercial Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 109.0 ac. 139.0 ac. Typical Cross Section Description: The proposed cross-section for most of the project is a four to eight lane, concrete Existing I-77 ranges from a 4 to 6 lane roadway with a variable width grass median. median barrier divided section utilizing 4'to 10' paved shoulders. North of the West All travel lanes are 12', outside paved shoulders are 10', and inside paved shoulders Plaza Dr. interchange the median becomes a variable width grass median. Lanes along vary from 3' to 6'. I-77 are 12'. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 231,400 Year: 2035 Existin : 185,400 Year: 2012 General Project Narrative: See attached narrative. (Description of Minimization of Water Quality Impacts) Waterbody Information Surface Water Body (1): UT to Lake Norman NCDWR Stream Index No.: 11-(75) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SC Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 2 of 13 Additional Waterbod Information Surface Water Body (2): UT to Lake Norman NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SD Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 3): UT to Lake Norman NCDWR Stream Index No.: 11-105 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SE1 Buffer Rules in Effect: N/A Project Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (4): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SE2 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 5): UT to Lake Norman NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SF1 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 3 of 13 Additional Waterbod Information Surface Water Body (6): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SF2 Buffer Rules in Effect: N/A Project Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 7): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SH1 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (8): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SH2 Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 9): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SI Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 4 of 13 Additional Waterbod Information Surface Water Body (10): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SH3 Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 11): UT to Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SJ Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (12 : UT to Lake Norman NCDWR Stream Index No.: 11-(75 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SK1 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 13): UT to Lake Norman NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SL1 Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 5 of 13 Additional Waterbod Information Surface Water Body (14): UT to Lake Norman NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SM Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 15): UT to Lake Norman NCDWR Stream Index No.: 11-(75 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SN Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (16 : UT to Lake Norman NCDWR Stream Index No.: 11-(75 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: S01 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 17): UT to Reeds Creek NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SP Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 6 of 13 Additional Waterbod Information Surface Water Body (18): UT to Reeds Creek NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SQ Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 19): UT to Reeds Creek NCDWR Stream Index No.: 11-(75 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: S02 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (20 : UT to Reeds Creek NCDWR Stream Index No.: 11-(75 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SR1 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 21): UT to Reeds Creek NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SR2 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 7 of 13 Additional Waterbod Information Surface Water Body (22): UT to Reeds Creek NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SS Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 23): UT to Reeds Creek NCDWR Stream Index No.: 11-(75 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: ST1 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (24 : UT to Reeds Creek NCDWR Stream Index No.: 11-(75 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: ST2 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 25): UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SV Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 8 of 13 Additional Waterbod Information Surface Water Body (26): UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SU2 Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 27): UT to B ers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SU1 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (28 : UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SW Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 29): UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SX1 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 9 of 13 Additional Waterbod Information Surface Water Body (30): UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SX2 Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 31): Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SY1 Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (32 : B ers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SY2 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 33): UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SZ Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 10 of 13 Additional Waterbod Information Surface Water Body (34): UT to Byers Creek NCDWR Stream Index No.: 11- 89 -2 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SAA1 Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 35): Catawba River Lake Norman below elev. 760 NCDWR Stream Index No.: 11-(75 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SWA Buffer Rules in Effect: Catawba Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (36 : Catawba River (Lake Norman below elev. 760) NCDWR Stream Index No.: 11-(75 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWB Buffer Rules in Effect: Catawba Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 37): Catawba River Lake Norman below elev. 760) NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWC Buffer Rules in Effect: Catawba Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) E li�;h �� lti' North Carolina Department of Transportation �Lc)l"41�Si�L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'��"=�'°' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County(ies): Iredell Mecklenburg Page 11 of 13 Additional Waterbod Information Surface Water Body (38): Catawba River Lake Norman below elev. 760 NCDWR Stream Index No.: 11- 75 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SWD Buffer Rules in Effect: Catawba Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 39): Catawba River Lake Norman below elev. 760 NCDWR Stream Index No.: 11-(75 NCDWR Surtace Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic TB,E Species? No Comments: NRTR Stream ID: SWE Buffer Rules in Effect: Catawba Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (40 : Catawba River (Lake Norman below elev. 760) NCDWR Stream Index No.: 11-(75 NCDWR Surface Water Classification for Water Body Primary Classification: Water Suppl IV WS-IV) Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWH Buffer Rules in Effect: Catawba Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body 41): Work Creek NCDWR Stream Index No.: 11-105 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWF Buffer Rules in Effect: Catawba Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � �j��j�` �lti, North Carolina Department of Transportation � b[[arnitiv�tFr Highway Stormwater Program �;� STORMWATER MANAGEMENT PLAN ti��--= r (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sec TIP No.: I-4750AA County ies : Iredell Mecklenburg Page 12 of 13 Additional Waterbody Information Surface Water Body (42): Unnamed Buffer Area of Lake Norman NCDWR Stream Index No.: 11-(75) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWG Buffer Rules in Effect: Catawba Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (43): Catawba River (Lake Norman below elev. 760) NCDWR Stream Index No.: 11-(75) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWI Buffer Rules in Effect: Catawba Project Incfudes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? Yes (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (44): Catawba River (Lake Norman below elev. 760) NCDWR Stream Index No.: 11-(75) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SWJ Buffer Rules in Effect: Catawba Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? Yes (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) 1 Ilf;l l'+vrl�' North Carolina Department of Transportation `ti S iCll'i t 3�Y'dff'i �+ __ Highway Stormwater Program �i�l "�' STORMWATER MANAGEMENT PLAN •.-•f (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: C203406 (North Sectic TIP No.: I-4750AA County ies : Iredell Mecklenburg Page 13 of 13 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules? 15 L 1142+10 R 1 (37)Catawba Hazardous Spill Basin 1.12 0.13 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 28g9 0 cf 2889.0 cf N/A 35.495479 / -80.869740 River (Lake (cf) 15 L 1146+Z5 L 2 (36)Catawba Hazardous Spill Basin 0.26 0.00 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 1692.0 cf 1692.0 cf N/A 35.496343 / -80.869929 River (Lake (cf) �� L 1164+30 L 3 (36)Catawba Hazardous Spill Basin 3.89 0.23 zYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 6940.0 cf 843.0 cf N/A 35.500967 / -80.867767 River (Lake (cf) �� L 1185+50 L 4 (38)Catawba Hazardous Spill Basin 7.06 0.32 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 12240.0 cf 850.0 cf N/A 35.506710 / -80.866482 River (Lake (cf) �� L 1186+25 R 5 (39)Catawba Hazardous Spill Basin 2.19 0.00 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 4421.0 cf 2325.0 cf N/A 35.506858 / -80.865799 River (Lake (cf) 2Z L 1247+60 R 6 (39)Catawba Hazardous Spill Basin 1.00 0.07 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2980.0 cf 2980.0 cf N/A 35.523466 / -80.863530 River (Lake (cf) 23 L 1261+Z0 R 7 (39)Catawba Hazardous Spill Basin 7.34 0.11 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 12026.0 cf 3190.0 cf N/A 35.526709 / -80.862840 River (Lake (cf) 23 L 1274+g0 L 8 (2)UT to Lake Hazardous Spill Basin 3.18 0.04 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 5358.0 cf 61000.0 cf N/A 35.530915 / -80.862689 Norman (cf) 23 L 1282+35 R 9 (4)UT to Work Hazardous Spill Basin 11.84 0.17 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 17483.0 cf 27125.0 cf N/A 35.532862 / -80.861330 Creek (cf) 25 L 1302+30 R 10 (41)Work Hazardous Spill Basin 5.01 0.36 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf g418.0 cf 5615.0 cf N/A 35.538207 / -80.860122 Creek (cf) 2� L 1327+50 R 11 (9)UT to Work Hazardous Spill Basin 7.04 0.48 zYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 11503.0 cf 1403.0 cf N/A 35.545113 / -80.858763 Creek (cf) Z� L 1334+70 R 12 (11)UT to Work Hazardous Spill Basin 2.69 0.23 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 6100.0 cf 515.0 cf N/A 35.546944 / -80.858356 Creek (cf) 31 L 1401+12 L 13 (43)Catawba Hazardous Spill Basin 0.52 0.09 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2156.0 cf 700.0 cf N/A 35.565278 / -80.858591 River (Lake (cf) 31 L 1403+Z5 R 14 (44)Catawba Hazardous Spill Basin 0.44 0.04 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf Z173.0 cf 1500.0 cf N/A 35.565807 / -80.857794 River (Lake (cf) 32 L 1415+35 L 15 (43)Catawba Hazardous Spill Basin 3.97 0.33 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf �082.0 cf 13650.0 cf N/A 35.569020 / -80.857570 River (Lake (cf) 33 L 1427+10 R 16 (44)Catawba Hazardous Spill Basin 1.08 0.00 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2�44.0 cf 1320.0 cf N/A 35.572009 / -80.856057 River (Lake (cf) 3� L 1516+50 L 17 (27)UT to Hazardous Spill Basin 2.71 0.13 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 5450.0 cf 35140.0 cf N/A 35.596819 / -80.860483 Byers Creek (cf) *Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments Please see attached narrative for additional information. � � v V 0 V •, � V � � O V � � See Sheet 9-A For Index of Sheets See Sheet 1-B For Conventionol Symbols I I � � � \ � � I � �/ �O � 2Q � OQ r� �' p � � JL %")"L�JI"e �l/d� J.",' \�/l��llJ.'� �.()1:.1`l�Ud��a�,l.'�' � �LJI .l ��Y ll � ll'�lJ� b "� � �� 1L �I 1L �� V' V' � �1v � MECI�LEI�B URG � IREDELL CO U1�1 TIES LOCATION: I-77 FROM 11iORTH OF SR 5544 (CATAWBA AVE.) TO 1VORTH OF NC 150 (WEST PLAZA DR.) TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVI11lG, SIG11lI11tG, ITS, G UARDRAIL, PA VEME11lT MARKINGS, TOLLI11lG STRUCTURES /EQUIPMEIVT AND STRUCTURES WETLAND AND STREAM IMPACTS (NORTH SECTION� � � v �1�. �'� ��J � m � �Z U,1 �\_` �W o I�( W � � 3> �i. Y I � po �� U�— `� W� � �� , CLEARING ON THIS PROJECT �� SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II =w� � �N� � i I 1 r t � 3�1 '——� ��/` �i� \ � THIS IS A CONTROLLED ACCESS PROJECT WITH � ,—"—, ACCESS BEING LIMITED TO INTERCHANGES ' --' i ,. . 11iAD 83 /2011 � '��1 _ . .` . , . :� v . .� � �� d. construction, LLC PERMIT DRAWING SHEET 1 OF 12 T� STqTESVILLE .\ I �---1—� i I =� �— -—— � fNi _ _ � i Z�� I p�� I rf� i � GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH P�epo�ed for NCDOT In tle Offlce of: HYDRAULICS ENGINEER Dlvisiolv OF HIGHWAYS J LOUIS BERGER GROUP, Inc. STATE OF NORTH CAROLINA 50 25 0 50 100 ADT 2012 = 185�400 1001WadeAvenue,Suite400 ' Raleigh, North Carolina 27605 ��W' License No.: F-0840 0�' q ADT 2035 = 231,400 LENGTH ROADWAY TIP PROJECT I-4750AA = 8.245 MI Zalz sraNnAizn srEcrFrcazroxs ��°� c''�� : PLANS DHV = 10 % rs. � � LENGTH STRUCTURES TIP PROJECT srcxazunE: o 50 25 0 50 t00 D= 60 % = 0.023 MI R1GHT OF WAY DATE: DEAN HATFIELD, P.E. ' I-4750AA rrzo�ecr sxcrxEex ROADWAY DESIGN �� ae PROFILE (HORIZONTAL) T $ %* wA ENGINEER ��mr p�Ax�� V= 70 MPH TOTAL LEIVGTH OF TIP PROJECT I-4750AA = 8.268 MI t0 5 0 l0 20 *(TTST 4% + DUAL 4%) LETTIIVG DATE: R. D. ODELL, P. E. FUNC. CLASS=INTERSTATE Tgp rRo�scrDssrcN ENc7xssx PROFILE (VERTICAL) "STATEWIDE TIER" P� �E S7GNAT(7RE: ST9TE H/GHWAY DESfGN ENGINEER Z O N i � � �. 0 � 0' 50' 100' u_�-��.r- PROJECT REFERENCE NO. SHEET NO. 1-5405 /4 RNJ SHEET NO. rt51GN HYDRAULICS =R ENGINEER 3�16201 Y16207 uction, LLC � Louis Berger IENT NOT CONSIDERED FINAL ALL SIGNATURES COMPLETED -x� . � � ^. 6 � � `/� �� a!\ �ar\LAKE NORMAN � s� �� asT �o� �� 1g � ��o // esr ^� i ! � �� `A �.. .� � � / � \ s � 358K4PT / \� �DEN OTE$ TEMPORARY IMPACTS IN SURFACE WATER Z O N i � � � � 0' 50' 100' u_�-��.r- PROJECT REFERENCE NO. SHEET NO. 1-5405 /4 RNJ SHEET NO. rt51GN HYDRAULICS =R ENGINEER 3�16201 Y16207 uction, LLC � Louis Berger IENT NOT CONSIDERED FINAL ALL SIGNATURES COMPLETED �DEN OTE$ TEMPORARY IMPACTS IN SURFACE WATER .m,\e\ LAKE NORMAN �ar\ \�J , �\ r�° �g \ \ �` � I � �� I � ��, j �� f l� �--��' \\\ � �, � �� `��_ �\� �.\ Z 0 N i � M N � W O � O � O + � �� N � I U� ti � y - NA�011 I � I � I � " I � I � I � I � �. I � I m_�I � O� 5O� IOO� PROJECT REFERENCE NO. SHEET NO. ��-� 1-5405 24 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 4 OF 12 ��nstruction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FROM -L- STA. 1287 �-50 TO STA. 1289+50 RT FROM -L- STA. 1289+50 TO STA. 1290+60 RT �n�o, � N � W O � O + � N ti� N I U� N � Z O N i � M N � W O � O � O + � �� N � I U� ti � = � iN/�� f / / / � � - NA�011 � /\ R�P �.P. �F I J I I C L-1 V 1 �" � � RESTORE AFTER� �ION �:�., `. ,... �`... � \��\�� `�..�'. � NI., \1,� I I I I I � � ffi , :_ ; \ �\ 1�. i � I I I ��.� � �� i � � � � � I � � � � � I � � � �� ; 1- � . DETAIL B � �� DETAIL A BERM 'V DITCH � \ � \ BERM 'V' DITCH �Ho��a xaie� \ �No�ro s�le� � I 1 � Nao° a' Z �- , �'�... � Nawroi :) 1- wv \p� \\\ � roun 2:/ D ti� RDvn � d � � 4J V � � N e��«uia xo � . .. �� \ _ Min. D= 1.0 Ft, Min. �= iD F5. �l 6- 3 Fr. (M�n.) 6= 3 Ff. (Min.) � Max. d= 1.0 Ft. Type of Liner�- CI. B Rip Rap '\ FROM -L- STA. 1287 �-50 TO STA. 1289+50 RT FROM -L- STA. 1289+50 TO STA. 1290+60 RT .. O� 5O� IOO� PROJECT REFERENCE NO. SHEET NO. ��-� 1-5405 24 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 5 OF 12 ��nstruction LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �� \��VA ��AV ��\�. �, \ �� _ ��,' � � PROP. NOISE WALL —NW24-- --� -_ � I- � ��--�--�\ \ 1 � �DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY I' IMPACTS IN SURFACE WATER I z 0 N i � � N � wo xo �o + � N ti � N I U� ti � �DENOTES IMPACTS IN SURFACE WATER �DEN OTES TEMPORARY IMPACTS IN SURFACE WATER _� NA-011 PROP. NOISE WALL -NW24- I I I BOLT REBAR EIP i I I I 1; EIP EIP I — REBAR EIP — � r<"`� P� _ _ � � f7� � `�,5 6'� � 0' 50' 100' u_�-��.r- PERMIT DRAWING SHEET 6 OF 12 PROJECT REFERENCE NO. SHEET NO. 1-5405 25 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER a�dzo, �n�o, ��nstruction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� 5 �'S,�—� � �`�,s f..:—� `'� : ��.._ JS JS � . . . J$ _ \\ —15�_ .._ 15 — _ � _ �JS '- JS_ _ .. 15 �-' - �15�_- . . .. .. . t.�- . . � � -�w� �+� "' f�� ' �— \ \� `� �� \ \ � --E� \ � � N E� Wo xo �o + M � � � � N � I U� ti � Z O N i � � n. 0 + �o F o N' a N � c � w �� C �..� �� N � wo xo �o + � N ti � N I U� H � ' �\vyvy 1 X , �� , �� ,� �DENOTES IMPACTS IN SURFACE WATER �DEN OTES TEMPORARY IMPACTS IN SURFACE WATER _� NA-011 I —s---.( I I I I � EIP O� 5O� IOO� PROJECT REFERENCE NO. SHEET NO. ��-� 1-5405 25 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 7 OF 12 ��nstruction LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED y ,- ,,5� . - � �/ , �,5� - �� s� ; �is�,..._� �s �S � ��s�. . . \, —15F_ ... 15 . . " � �JS ... �5_ _ _ JS ...�.. 61� .�•. ._. _ _ _ \ _15� ..._�.rn+j'�;" . .�_ � ' �— . � . . � \. �`t._ �� .�1 � ��_ _s�� _ .- :_ _-_.� .._..— �� -.. ._. �� E�� ; �� ,� �� _ — -- — --- _ —e.� -- � ' � �.' ��_ � �\ �jj _...�� I coNc I (�=� _ , \ _ `�. ' ��'-- � --_ - � , _ _ 1_ �— : �- — �n�o, � N E� GWy o xo �o + M � � � � N � I U� ti � �\`// � �' �� '�:.\ r � PROP. NOISE WALL I -NW25- \e\\JS\. \ �� BZ \'a\ � � BZz \�'\ \,F 's� ✓ \e�\ :_., ,.,,_ exsri c" a,�-- — — _J= — � . ��• � � Vy00o5.. O � —_� I ,.-- .— _ _. � --,� —Y.-- 1�'CSP � M — — — —� � �� REMOVE CONC. DITCH � ° � --------- -- -� > w F �- — — — - - - - - - - - - - � O --� ------ �. w O � O � W o, C%� M � W � RETAIN /�[1 a� � a `a — — �0�� Np,D HAZARDOUS SPILL CONTAINMENT AREA 13 SEE DETAIL C i GI,B RIP RAP � Esr. i TON LAKE NORMAN TRANSPORTATION FACILITY 'S�— ��s� /' —� — _—fe �'i_i ---,e_.s—�.. —.o_ F �_._� s _ ��s/� —�— _.,�—.a�_.e—,a.�_,oi�,a_` �s e—�•�— RETAIN —> � 75" SLOTTED DRAIN � o�.,,,�,< <� EX. DI 15" $LOTTED DRAIN 0' 50' 100' PERMIT DRAWING SHEET 8 OF 12 U� - RETAIN ' .. .. . . 18„ . .. . . . L . . . . . . . . . . . . . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � HAZARDOUS SPILL �� CONTAINMENT AREA 74 � � ,.. � — — SEE DETAIL C e.�ei�ei�ei�ei�e.��e.�e.��az—a.s—` � ' � ` \ �ei� � — � � �-- Sf S� .e.� / � � � I CL.B IP R.4P� \ � — — — 5 � � EST. TONS �n � _ _ i — _ , / � .. _ _� _;,.. �,r.r�--- �—^ —_ . . . � e_�� \ � _- - � z \e EXISTING TRANSPORTATION FACILITY �..,.��...,,,� =�_---- __=k\ BZ B2� N � —� ._ ` , � 2 S� , [RLYNN FD _ � __h B5T �— _ _-_ _ \ \ra � �� r JS ._ �� _�\\ \\\ . e�—m\ra \ � �\ \ \ �� Q � �� \ �\ W _ BI? B27 \a \ � �� \ \ �\� \ �:1 4� �� 4�? ��._ � w000s - --- � , —� -,, � � . I , -_ ;^, � � � � � B I .. DETAIL C DITCH BLOCK �Not�o Scole� N.G/f.B Outside Ditch — — — — — — — — — —�- — � uaH�c Flow i-- .o��i os� mi�. 0 \ ¢1<. 3:l w/ . 3,.� — � Pro ased P' �- 4 oircH sed v o no.� os �.,��.�o��. -L- STA. 1403+25 RT -L- STA. 1401 -.-12 LT � n. 0 PROJECT REFERENCE NO. SHEET NO. 1-5405 3/ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER a�dzoi �n�o� ��nstruction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LAKE NORMAN E D BRIOGE -L- ST l 09+09.82 - �$_r� JSV-�. a,��a>��ai ��e.� RETAIN � 15" SLOTTED DRAIN 15" SLOTTED DRAIN is^ rs z�i l4/0+00 � 15" SLOTTED DRAIN 15" SLOTTED � REMOVE EX. DI & � �'� —,a�--=a_____,�—,a____�-_ �... �5—L.._ 15 COLUMN IMPACTS LAKE NORMAN �DENOTES TEMPORARY IMPACTS IN SURFACE WATER NOTES: - TOP OF BANK (TB) REPRESENTS 760 CONTOUR. - EXISTING RIPRAP TO BE RESTORED UNDERNEATH THE BRIDGE, NO ADDITIONAL RIPRAP PROPOSED. - EXISTING CHANNEL NOT TO BE MORE THAN 50% BLOCKED BY TEMPORARY WORK PAD AT WATER SURFACE AND ONLY ONE TEMPORARY WORK PAD TO BE INSTALLED IN LAKE NORMAN AT A TIME. SUPPORT WORK$ MAY BE CONDUCTED FROM A BARGE, WHEN FEASIBLE. z O � � 0 0 ; � , ,,� —�,. � �, \ I��.\ ' ��\\�' \ \\ �� , �- i �Y � I � � � i '. � J`V ._ .., '�. '. - '��. \ PROP. NOISE WALL \e\\ls\ .�� e\ e2� \e\r \ BZ z \re \ �,F 'S� � . .,� -NW25- � \e � �\ -� � . I \< �",�� _ _ � I �� _ , � �, � �_ �z * '� R� M -` �� "'�� - �= '� I � ��- ��s � � ez O � � .� . . . ' . . � . --��_T�' CSP ?\ M — — — — � I REMOVE -91TCH wF — — � _ ---_ -------------� -- w0--- ------.,.__� 1}� O Ky 2GI � � W � ��, V�j M } � W � RETAIN . 30" � � � REMOVE E%. DI ` , CONSTRUCT 2GI � .. •� � — �0�� Np,D HAZARDOUS SPILL CONTAINMENT AREA 13 � � V� SEE DETAIL C R K GLB RIP RAP � Esr. , TON LAKE NORMAN TRANSPORTATION FACILITY � S�— >s� /— _� —ie�� re—�re��re_.,. JS F �.--z�s _.�,��s/�,..—��5 —�— �i_ iyi`vis—� —n —•a�_.e�.e--__,ei�.a_""�_te_�.a�.a-�,a� RETAIN —> RE7AIN —� 75" SLOTTED DRAIN 1 RFMf1VF cx ni x mur -� fX. DI 15" SLOTTED DRAIN 0' 50' 100' PERMIT DRAWING SHEET 9 OF 12 15" SLOTTED DRAIN — — x� . . . . RETAIN ... - 18" .. � ___-------- aR ��e.� e. HAZARDOUS SPILL - _ ... - _- . — � _ — / — — — — — � — _ — — — _ _ CONT � AINMENT EA 14 � SEE DETAIL C e. "+�e1�ei� �e��ai��a�—nis—` � ei� s. — � � � � S� .-- Sf "' SC ._ � �' _ � � � _ _— � _ CL.B RIP RAP :., �RLYNN R — n" B5T _ , � � ' -- e5i. TONS� � _ � � �' �� A A \ �� ---- - � � � � "\_.a� — � � � \ � '�, % �� _ a r�� . �' �_ .. z � \�, � BI \e \ EXISTING TRANSPORTATION FACILITY �5�� ,.�\ � �\ ' `� `.., .. e22 � . S�_. _ � \� , �,a-�-- - - - i � � ��\.A� , � �. � 'V � � � ` �� V 'i� A � \ I \I � � � ' I �� I � — . � � � �� \�� 'tiY \\ ` �r 15 \ � -\- \ , . �— ) � � � � � � `� �- � � � � , � �� e ` � B e� �. ;� � ��\� \ \ � \\ B2? _, �\�� ; . � ;�;,� � �, �� , �a.\\ � � �� e \� � � ��"�? `�� ` ��:. � �. \ �� `�\ � � ^^� � ti , � , ,,\�� a, , � � \, , \ � � � � � � � , \ / DETAIL C DITCH B�OCK �Not�o Scole� N.G/f.B Outside Ditch — — — — — — — — — —�- — � uaH�c Flow i-- .o��i os� mi�. 0 \ ¢1<. 3:l w/ . 3,.� — � Pro ased P' �- 4 oircH sed v o no.� os �.,��.�o��. -L- STA. 1403+25 RT -L- STA. 1401 -.-12 LT PROJECT REFERENCE NO. SHEET NO. 1-5405 3/ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��nstruction, LLC � Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LAKE NORMAN SITE 4—N E D BRIOGE COLUMN -L- ST l 09+09.82 �`-� IMPACTS��... �Sf� isv- \ \ � !a� o,—_a.��e. �-�e,— �� 19' SLOTT DRA N � / RETAIN � � �_ . . �15" SLOTTED DRAIN 15" SLOTTED I�REMOVE EX. DI & � ��' �=a_.a�—.a___ _„—.a____ �— �... �S�_ JS - COLUMN IMPACTS LAKE NORMAN �DENOTES TEMPORARY IMPACTS IN SURFACE WATER NOTES: — TOP OF BANK (TB) REPRESENTS 760 CONTOUR. — EXISTING RIPRAP TO BE RESTORED UNDERNEATH THE BRIDGE, NO ADDITIONAL RIPRAP PROPOSED. — EXISTING CHANNEL NOT TO BE MORE THAN 50% BLOCKED BY TEMPORARY WORK PAD AT WATER SURFACE AND ONLY ONE TEMPORARY WORK PAD TO BE INSTALLED IN LAKE NORMAN AT A TIME. SUPPORT WORK$ MAY BE CONDUCTED FROM A BARGE, WHEN FEASIBLE. �n�o� 830 82� 810 800 790 r-�i_��R. - 7so — — r-n2i2ai �. - - 770 760 750 -- - --- - ---- - - - --- - PROP GRADE —L— � SOUTHBOUND , __, , , � i — - - - - - �{l �� - �t 'i II � � � � � � Louis Berger - �I i � con�tr��ction, LLC � 0 50 100 0 10 20 � � � ' HORIZONTAL VERTICAL - -- --- - PERMIT DRAWING I�illiiiil �i SHEET 10 OF 12 1-5405 „ 72 I i 3/162016 �,,.. �- ---------------------- - -- -SBL- -L' J l H. I9V7'rU.7.6L . ---- - - - BEGI BRIOGE Pl = l4/0+50.00 —L— STA1407+8899 EL = 773.06' vc - 25a K = iin DS = 80t ,1�PH LAKE NORMAN BRIDGE !—J1.3345% 0.0000% EXIST GROUND ` . _ : _ _ ', -_ i _ iii _ - - - - - - - _ i i i i r i -- - - - __ - - - - - - , \ _ _ T ---- -- -- � -- MAX:TARGEF - - _ ,_ ' i _ � -- i � �� — — — — NORMAL OPERATING . _ . . . . .. _ ___ _ . . . -- - - - ' �- . . ---- --`- � ' ____ . . ,__._ -� - -- r _ — _ _ _ — _. _ _,_ . . _ ELEVJ58.0' MSL r -- - ---- --- - -- - - - ---- ---- --- - ------ - - - - - -- - - � - - -. . --- -- ---- - - - -- -- -:-: - �_ - , _ _ �' — — — f +lp.0000% f +J02/25% � ; ; i _ ; � , ---�----- TS -' -_ : 3i162016 800 790 780 770 760 750 740 � �. �i. a 3 �i SEE SHEET 31 FOR PLAN 740 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 830 82 0 810 800 790 780 � � ; � —NBL— — -� —��;�� _ -- _ �-_ ; � ' �� _ ;� ;� ' - ; : 830 -� - - - - - - - -_ _- _ __._ - - -- � � -� - � � ` - ___ � ; , i, ; � � � , , � _, � � : _ � _ � - : �' �� _ _ -� �_ - __ -_ , , �-,_ � � - , , , , , ' ' , � , . - - �- : �� I � _ �� - : � --- ' �� - � - . _ _ _ . . . .. � �� '� -- � � � . - � � � -. _ � _ . '� - �- -- � , � � � � � � � � . , .-�r . - „ . , � , ,�� ,, , ; _ , , ,-� - , ___ _ : � , ; �� , ' . �, _ � - � -- -_ ; � � - - - - �--- � T T� � � - - '� ' � �_ � : . � . __'� � � . . - - ' _ _ I � '� � '� � � - 810 : i� , I .` � - � _� � � � . . : : : � : : : : : ; __ _- _ _ _ - - --- , � , , , , , , , __ , , ; , , , - � , � , , , _ � � - � _ 800 ��,�-,;-� ' �� _ : - : - ; : - - __ - ��-�- - - . - - -� - - � - -- - - ; - - : - � �1- Pl = l4/0+50A0 �_ , _ , , _ + n P/ — /4 EL 3A6 06 25.00 �' �i � , , � , 790 ° - PROTHBOUND'=C -- - - __ - VC = 300'6 - - -� - � , - K = 260 � �v_ : , _ L_ BRIOGE . E D BY?IDGE NOR BEGI ' �—J1J546% STA1407+88.99 —L— SZA1409+0982 � � � � � � DS = 80+ ,1�PH � � — : : i 780 � -- CAKE NOR�IAN BRIDGE � 770 � --L — � ,——_ --- I EXIST GROUND � ; � : _ _:1 _ : ; � ' i 760- - - -- ----- -- --- __-- - � �DEN OTES TEMPORARY ;. ..�.._ '_... �.�.il -- �..... IMPACTS IN SURFACE WATER o i � NOTE: i . . � . . � 750 EXISTING CHANNEL NOT TO BE MORE THAN 50% -� .. r, _.._ ' - - - � -- ---'._ _, BLOCKED BY TEMPORARY WORK PAD AT WATER �- � � -,3 SURFACE AND ONLY ONE TEMPORARY WORK PAD -- �� - �� TO BE INSTALLED IN LAKE NORMAN AT A TIME �. .. �. �. . �. �. - ,� E SUPPORT WORKS MAY BE CONDUCTED FROM A ; ; ; ; �. o� a �]4O BARGE, WHEN FEASIBLE. ; ; ' ; w � �J� ;�� 1397 1398 1399 1400 1401 f —J1J546✓ 0.0000% �I' - , I - -- - -- \ � ' __ ; — _ i '� i _ i -- —--— - ' 1� �—= I � � � ;_ MAx. TARGET � — — ; NORMAL O;PERATING; � —'- — - - � ELEV.758.0' MSL _ __ _ b � � - - - --- - -- � - .�.�- -�'�~�- ;-- -�-----�---�--- ... � .. I .... � � � � ' 1 �� _ .. . .. . . . . . � . . . '� . . . . . . . . . . . . .i_.- . . . , . . , . . . .. � ...... ... . � . . ;� '� : �� : T : 1402 1403 1404 1405 1406 1407 1408 O.b000% r+�o2/l4%I 770 ; - ;- - �,- ---;---- - � 760-- - � -- -�-- --� -- I 750- SEE SHEET 31 FOR PLAN 740 1409 1410 1411 � FILL FACE c� END BENT 1 APPROX.EXISTING STA.1407+88,99 -L- GROUND LINE G.P. EL. 773.06 780 BEGIN FRONT SLOPE STA.1407+77.30 -L- G.P. ELEV. 773.06 770 ��\ — --- --t EL.773 � \ � 750 740 n � � E � a �I TO SR 1109 (WILLIAMSON RD) W.P. �1 FILL FACE C� END BENT 1 STA.1407+88.99 -L- BEGIN FRONT SLOPE STA.1407+77.30 -L- i tqoa+oo SPQN Q FIX. � \ LOW CHORD — �. ELa 768.76 EXISTING J RIP RAP (TYPJ EL. 760.00± EXP. FIX. EL.753 * SPAN B NORMAL WATER i 1409+00 SP�N C CP. FIX. � LOW CHORD EL.769.00 �� 9'n� f�_�� s EL.758 * EL.753 * COLUMNS �� ''� LTEMPe WORK PAD (TYPa) I "' TO BE MIN. 2' ABOVE EL.�48 � EL.744 � NORMAL WATER SURFACE EL. 760' � FILL FACE � END BENT 2 STA.1409+09.82 -L- G.P. EL. 773.06 BEGIN FRONT SLOPE STA.1409+21.03 -L- G.P. ELEV. 773.06 �— -----��--- EL. 773 *- HP 12 X 53 STEEL PILES (TYPJ END BENT Noe 1 BENT Noo1 BENT Noa2 END BENT Noe 2 SECTION ALONG � SURVEY -L- (SECTIONS THROUGH BENTS AND END BENTS ARE TAKEN AT RIGHT ANGLES I ; I �' � �� II � O � � � I �' I�I I�I I III i i , i i i �`Y� ��c�� )�� /1 �� I � I I ��j1 � ` � � � � �� I�:I � � �.�I � �� -'�C� i w i i� C� !'�'! �� i i a � i ��(� 40'-5" (W.P. ttl TO W.P."2) 40'-0" (W.P. tt2 TO W.P.�'3) 40'-5'(W.P. �3 TO W.P."4) (SPAN A) (SPAN B) (SPAN C) TOTAL LENGTH OF BRIDGE FILL FACE TO FILL FACE = 120'-10" PLA /i i�i � i i ' / �� EXIST RIP RAP TO BE RESTORED AND, � �/�„ � SUPPLEMENTED AS I� I I NEEDED WITH / CL II RIP RAP. I' I z CLASS II RIP � RAP UNDER" I � � WIDENED SECTION i I I I j � w i r,�� a 1 � I i C��,� �( � ��,� �� I � � n� I � � �� `+ �� CLASS II RIP RAP UNDER WIDENED SECTION I/�� - W. P. °2/ � STA.1408+29.41 -L-� W.P, tt ST�a. 1408+ 9.41 - - N 13°-50'-46.7" E 9�0'00„ ' (T PJ BR GE I NT. S A.140 +49.41 L- I I I I I I i�� i � • • �g3 W.P. "4 FILL FACE W END BENT 2 STA.1409+09.82 -L- BEGIN FRONT SLOPE STA.1409+21.03 -L- � SURVEY -L- TO SR 1100 _ BRAWLEY SCHOOL RDJ PERMIT DRAWING SHEET 11 OF 12 NOTES: - EXISTING RIPRAP TO BE RESTORED UNDERNEATH THE BRIDGE,NO ADDITIONAL RIPRAP PROPOSED. - EXISTING CHANNEL NOT TO BE MORE THAN 50% BLOCKED BY TEMPORARY WORK PAD AT WATER SURFACE AND ONLY ONE TEMPORARY WORK PAD TO BE INSTALLED IN LAKE NORMAN AT A TIME.SUPPORT WORKS MAY BE CONDUCTED FROM A BARGE,WHEN FEASIBLE, ]�R�II,IMI�IAR� �'II,AN� DO NOT l?SE FOR CONSTRUCTIOv PROJECT NOa I-4750AA IREDELL couNTY STATIONe 1408+49053 -L- WIDENING AND REHABILITATION SHEET 1 OF 2 OF BRIDGE No.480052 & 480053 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 1-N 1127+50 - 1130+10 LT TEMP. CONST. ACCESS 0.01 263 2-N 1291+62 - 1291+75 RT 36" PIPE EXTENSION < 0.01 < 0.01 9 15 3-N 1303+76 - 1304+20 RT 9'x7' RCBC EXTENSION < 0.01 < 0.01 18 20 BANK STABILIZATION < 0.01 23 4-N 1408+20 - 1408+85 CL TEMP WORK PADS 0.12 TOTALS*: < 0.01 0.13 50 298 0 *Rounded totals are sum of actual impacts NOTES: Permanent non-mitigable SW impacts due to bridge piers at Site 4-N < 0.01 acres. 2013 10 24 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 ��i� a� i��L� �IC�f� i��-� ��Gii�� .�0 �.�� O.t�� 0.00 0.0(� <C�.C71 0.� 3 �0 2�8 SUBTOTAL SOUTH SECTION (PRELIMINARY) 0.00 0.04 0.00 0.00 0.00 0.00 0.00 3662 0.00 PROJECT TOTAL*: <0.01 0.10 0.00 0.00 0.00 0.08 0.22 4122 789 0 *Rounded totals are sum of actual impacts NOTES: South Section impacts are based on Preliminary Design, and Permanent Impacts are estimated for this Design Section. ised 2013 10 24 � .. . . . •, See Sheet �-A For I ndex of Sheets See Sheet �-B For Conventi onal Symbols BEGIN NORTH SECTION BEGIN TIP PROJECT I-4750AA -L - STA. 1125 + 00.00 I4 �� 1� � �� LOCATI01�: TYPE OF WORI�: BEGIN CONSTRUCTION —Y23— STA. 14 + 60.00 � � � � �� ;�h�� KE � END CONSTRUCTION `�� ,'` NORMAN � -Y24RPB- STA. 20 + 00.0 �� y� � � SR 2158 GRIFFITH AVE _ ,-- ; ,� � � �� •_. , ., .,� , � Y 32 RPB' `� � I�. ,--:� � 3RPC- -Y23RPA- �$ -Y2 3 RP� '�.`._--___ _ END CONSTRUCTION -Y2 3- STA. 2 6+ 5 0. 00 -L- STA. 1175 + 67.24 � � � ��-^�-: --�� .. � \ � i `�----,. _ . j.�, , 19 ._ _.� �20 - =y � � -Y2 RPB- 22 � y ��. --- -. _ ..�--�--�_`�:,,.. ._._� .-_--�-..�ti `�-- �' � ti � �------J� -Y24 RPC- LAKE '�----� �'- NORMAN �; _,�`,�. ,� �-� -�_� ,, , ��`�" 0�_f.%��END CONSTRUCTION V� . ;�—Y24RPC— STA.23+00.00 O � � '' --� �.�. 1 B�. � .--�..� ` �'-------^ f -r�_ , „ .a � � � l ; �._.,� � -J�� f--r �� r..�-- - ,...�-----� , � - � ''� 1 � �,. � � ^� � � � —� �'��• 1 \ 1 '� � �� m�W � � v �- � �\ Z; 0 � �; W � W �Z ,{� �-- J � A/ J 1 f---._�':_.::� , �-� O � � r � � fr U � � o ,�� o o ,�. W� \ 1 ' ' 1 ` � � I- 77 FR OM 1�OR TH OF SR �544 ( CA TA WBA A VE. ) T4 1�OR TH OF 1�C 1�0 ( WEST PLAZA DR. ) GRADII�G, DRAII�A GE, PA T�I1�G, SIG11 tI11 tG, ITS, G UARDRAIL, PA VEME11 t T MARI�II�GS, TOLLIII tG STR UCT URES /EQ UIPMEI�T A1�D END CONSTRUCTION —Y24RPA— STA. 20 + 00.00 SR 1102 LANGTREE RD -L- STA. 12 73 + 52 .10 ; i,-= � � r � i ---�-�, \ `---END CONSTRUCTION � � � Y25RPB- STA. 22 + 00.0 END CONSTRUCTION 26 2%-Y25 -Y24RPD- STA. 18 + 00.00 END CONSTRUCTION -Y25RPC— STA. 17 + 00.00 CLEARII�G 01� THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II -Y2 5 RPC- SR 1109 WILLIAMSON RD STR UCTURES 11 tAD 83 /2011 — —L— STA. 1357 + 82.65 SR 1100 BRAWLEY SCHOOL RD —L— STA. 1455 + 07.77 END CONSTRUCTION —Y25LPA— STA. 17 + 00.00 �O' '� �`�'h� oq�`�� . � � �; END CONSTRUCTION � r ��Y26RPB— STA. 20 + 0 .00 �`�� ~ � � + LAKE , ; � � �' � i NORMAN -- - _ _ i i ; -----.�� _2-L._._..s,�..� , , -—--� --, , �� --- 3-3Y26RP�- l� �� '�� c�nstr�.ction, LLC INTERMEDIATE ROADWAY PLANS TYPICAL SECTIONS, SHOULDER DRAINS FINAL HYDRAULIC DESIGN PLANS SUBMITTAL NO. DSG0060 JAN UARY 2 0, 2 O16 °� J � � � NC 150 �=o N N� W EST PLAZA D R � W N - L- S T A. 1507 + 9 2 . J � m END CONSTRUCTION —Y27RPB— STA. 17 + 00.00 END CONSTRUCTION � RP -A 29� �f ,' 3 '-Y25RP - -Y2 5 LM- END CONSTRUCTION —Y25RPD— STA. 22 + 00.00 US 21 CHARLOTTE HWY BEGIN BRIDGE K� � 32 -�\ -Y26R C- � � ; ff r1 i o � r , ,� ;, �, _ _ , � �_:� ' ---____ ,--_ ' � —L— STA. 1407 + 89.36 N � �'w� � �'' 1� '� END BRIDGE W � , -� �. . 3 0 � ` — - — — _�' � � �' �' —L— STA. 1409 + 09.69 „ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED END NORTH SECTION END TIP PROJECT I-4750AA -L- STA. 1561 + 43.00 � a� N�� '' � � � Z �9 `� � � END CONSTRUCTION —Y2 7 RPA— STA. 17 + 00.00 —Y2 6 RPA— STA. 18 + 00.00 ,�� -Y2 7 RPB- 34 35 36 —Y26R��— _Y�7RPC— 1 -Y26RP END CONSTRUCTION / —Y2 7RPC— STA. 17 + 00.00 END CONSTRUCTION —iL01[rV— JIH. LV rt VV.VV END CONSTRUCTION -Y2 6 RPC- STA. 18 + 00.00 o� � � o�� , . , � ; THIS IS A C01�TROLLED ACCESS PROJECT WITH ACCESS BEI1�G LIMITED TO I1�TERCHA11tGES � - ?OWN_ LIMITS_' - � MOORESVILLE , 37 ' �---------, -Y2 7RPA �� —'— —---38---——��— , -Y�7RPD- ---�-- ---_ _ � , - -� � ,_� � T� S1'ATESV��E-,, , , �` END CONSTRUCTION �� —Y27RPD— STA. 18 + 00.00 GRAPHIC SCALES DESIGI� DATA PRO ECT LE11tGTH Prepared for NCDOT in t�e office of: HYDRAULICS E111GI11�EER DIVISI0111 OF HIGHWAYS J LOUIS BERGER GROUP, Inc. STATE OF 1VORTH CAROLIIVA � 1001 Wade Avenue, Suite 400 50 25 0 50 100 ADT 2012 = 185,400 LE11lGTH ROADWAY TIP PROJECT I-4750AA * = 8.245 MI � Raleigh, North Carolina 27605 License No.: F-0840 �� p� ADT 2035 = 231 �40� i�ORTH SECTl011t � 20I2 STANDARD SPECIFICATIONS �� PLANS DHV = 10 % LE11lGTH STRUCTURES TIP PROJECT I-4750AA * = 0.023 MI P.E. � � SIGNATURE: � � 50 25 0 50 100 D= 60 % ( 1�ORTH SECTI01� ) RIGHT OF WAY DATE: DEAN HATFIELD, P.E. � � ,T. _ 8 �/o * �A PROJECT ENGINEER ROADWAY DESIG1�l �� ' PROFILE (HORIZONTAL) TOTAL LEI�GTH OF TIP PROJECT I-4750AA = 8.268 MI E1VGIIVEER �� p�� V = 70 MPH ( �ORTH SECTI0111 ) l0 5 0 l0 20 *(TTST 4% + DUAL 4%) LETTIIIIG DATE: R. D. ODELL, P. E. T B D PROJECT DESIGN ENGINEER FUNC. CLASS = INTERSTATE *�pTE: PROJECT LEI�GTH BASED 01� 1VORTHBOUIVD LA1�ES PROFILE (VERTICAL) "STATEWIDE TIER" P.E. P.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER 1 �ote: 111ot to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROI'ERTY.• State Line ------ County Line ---- Township Line --- City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X � —� a ECM 123 x x— Proposed Woven Wire Fence Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8— — — — Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site �' Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE.• �yLB EAB EPB .,. ? Gas Pump Vent or U/G Tank Cap O Sign � We I I �Q Small Mine �' Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �----� �-----� JS BZ 1 BZ 2 � " I' . �� " I' I ��: C�> I ��' \ C�) �'� ' I' I I � ` . �� '� (�) I . I \ .�� II) I� I� I C�) \ C�) I�� I-I I( I� I-I �� .'� �� i � RAILROADS: Standard Gauge RR Signal Milepost $WItCi1 RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRAIySPORTATION 0 MILEPOST 35 � SWITCH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 0 W . W i� 0 � W in� C�► '"' ��— �c� ��A� E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol $ Pavement Removal T�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � � � Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � �ineyard coNc J CONC y��y � CoNC Hy� �--------� � CB O -s • • O // � .—• P - - - -P- - - - Existing Telephone Pole -♦ Proposed Telephone Pole � Telephone Manhole O Telephone Booth 0 Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T Fo Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T Fo- - - � WATER: Water Manhole Ow Water Meter o Water Valve 3� Water Hydrant � Recorded U/G Water Line � Designated U/G Water Line (S.U.E.* - - - -�- - - - Above Ground Water Line a�c �vater TV: TV Satellite Dish C� TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable TV FO Designated U/G Fiber Optic Cable (S.U.E.*� ----TV FO- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line ----�---- A/G Gas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanitary Sewer Line SS Above Ground Sanitary Sewer A�� Sanitary SeWer Recorded SS Forced Main Line FSS Designated SS Forced Main Line (S.U.E.*) — - - - -FSS- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 0 a - ?UTL - 0 UST 0 � � AATU R E.O.I. N Z 0 N � W � 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. �I�CI CHARLOT TE III LLC �6556 / 246 / � �� RUTHANN �I FOX REVOCABLE LIyING TRUST 25374 / 626 PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER ELIZABETH KENTqN LLC 20629 / 628 NORMAN '� � � � �� SHEET NO. /5 HYDRAULICS ENGINEER REGISTERED ENGINEER Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N O W � ELIZABETH KENTOW LLC 20629 / 628 �•7�I�y��.��i� 0 0 0 � + '1 JS ---�--JS --.---JS��...�-.15-1__.. �5�-- W �-- �I�I — ----------- ��_�� _�—� �O T L � � —. —T — — L — Z — �. T— — L — � — � — — T , � T — O RETAIN �', EXIST. 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PS � s � ---_— P'f��' - 1" ` I- - 1 - �. � - r- - i �- �7 �-�' - y �- � i - j � �X X X X— RIP-RAP — _ _ — — ,- . � ��---- JS- N , � DO NOT m " DISTURB FENCE o°O 0 �~ �\ C � � \ EXISTING R/�y S INV=758.81' �� i� "L,\� �� \ /ti -f' � J, �� / �� R �k e � �� Ra � J � ��M . � o �� % �� t� �'v �'/ � � . . �/ � � :� � - �Ft �• � � � . , THE CITY OF CHARLOTT 2694� / 45 �y00DS LAKE NORMAN REMOVE AND RESET EXIST. GUARDRAIL JS ---�_ . . - �r�J+ . . _ �_ J S . . . �� J S �-��_�--- — �— --- -- — -T- - L - � - -� �- - T - -L - -L - � - L - � - T - L - ,4E-- RETAI N REMOVE EX. DI, CONSTRUCT TBDDI 15" SLOTTED DRAIN 1802 - ._. _� - � � -_ . -- I.-. - __ ._ � - � l� ---�—JS --- �S --- PROP. DOUBLE FACED CONC. BARRIER 15" SLOTTED DRAIN -L - 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. / � �� PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. /8 HYDRAULICS ENGINEER REGISTERED ENGINEER '� � � � I, � f`l�t��[��. �� = Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ExiSTiNG Ri�y ._ --- - — --- -.. �— - - JS --- �S ---��-JS—„�..-- JS -._�----J �S JS — — — — — — — — — — — — — — — — — — — RIP-RAP �r----�}- -- ----.�--�`_----- �n _? _�--r -s -�_�--? �? _?�-T--L-�-�--r �sL-�T ��--L-�-�.__. ---�y�Tl_�-�--r z � �� L 1195 +00 1-77 SBL 36.7' BST 806) 15" SLOTTED DRAIN I{E-- RETAIN � �� °O II 15" SLOTTED DRAIN a e EXIST. PS �t `�I , � 3' BUFFER �■ � - - - � ._ w __ �. _ _ � y �' �6' 0�.6' E � � D _ _ _ - r,� � � � - -- � i-n Ne� � 808 REMOVE EX. DI, CONSTRUCT TBDDI 1809 0 - . ^ 15" SLOTTED DRAIN 1805 37.4'BST 15" SLOTTED DRAIN �gp� 15" SLOTTED DRAIN p N i� EXIST. PS - y .- � -. 1 - - 1 - . 1 - y - _ _ y � 1 _ . 1 _ �,'� � .r_ �, j_ .- 1 _ 1 - T_, _ .. 1 �. -..1� _ � � 1 _ ..- _ .-� -. - 1 � 1 . - T � 1- - � - T - � - T M T L , -, -1. - — — — — — — — -1S __' JS .._ RiP-RAP��S — — — — �S — —,— — �S — — — — JS — — — — JS -- �S J$ JS ---�L �- — - REMOVE AND RESET EXIST. GUARDRAIL LAKE NORMAN 1200+00 3' BUFFER 0 � � - -. .�- -. -1 i _ �-.. ----JS - JS EXISTING R/�y 11tOTES: 1.) FOR -L- PROFILE SEE SHEET 57. O� � N 0 N � W � EXISTING R/w � >-� � z }. � � o z U � ��o �iU � J m J Z w W � J w � �,� w, �I LAKE NORMAN I REMOVE AND RESET EXIST. GUARDRAIL I ----�-JS��---�-JS-�_--- JS-�--------�-JS ✓S—`�'--- JS JS --- 1 '_,^---- ' ._ 1 --- JS RIP-RAP — — — — — — — — — — — — -_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _. -i —. —. 7 � ._i-. T_ . —.i —. � _'' I � � �I._. . .% .__ '—_' '—_ --( .f ' ' _ 7 T T — L — —T — T — �' — i—' . � . � _1_.. — _ '� �� —, _L _. � — — — S _ � — -_ _.. i .. . �. �. . , .— —. _ ` —._ : — _.,— ..— .—,— . : —_ ,:.. . - —' — — -- �_� - -- - --- - — EXIST. PS � RETAIN ' � � 3' BUFFER o 'ii � �903 � I�� 15" SLOTTED DRAIN O II "-' REMOVE EX. DI, CONSTRUCT TBDDI 15" SLOTTED DRAIN 1904 �� 1901 �� 2�7UET � 1 MTI � T—�--1 —r--T—�-�`� �— 1 � i �� j� 15" SLOTTED DRAIN o �1 `�' 3' BUFFER i9o2 0 EXIST. PS _ 1 — ,�l , — 1 ' ..—. ._r, — � � —.. 1 — .� — �_ — '_j '_- — � � — .� — — — — -� RIP-RAP� — --- JS -- — —JS — — JS - — JS — EXISTING R/'� -. � - -S �M" -T .� Z - � - �- --L - 15" SLOTTED DRAIN —: T. _.. � — . —j —, y. — �r� — �— � — �_. — S � �— — — -- -- — JS ---J�JS --- JS � 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. / � �� PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. /9 HYDRAULICS ENGINEER REGISTERED ENGINEER '� � � � I, � r��t�r��[��, �� Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REMOVE GUARDRAIL IN MEDIAN 1910 15" SLOTTED DRAIN ��---.'-��JS 1S ---- �S -- �S ----- JS-,---- JS --- JS ---- - — — — — — — — �� — — — — — — — — — — — — — — — — — — — .,. _. ._ .,. a. ... _, . . ..,,. ._. ._. .,. _. ._. '. ._.— — �. — . i . . � � ._ �..�. v. .�. .i . .. .. I.—. - _�. . , � .— � — —. .:_— . _ -- — _ � .— �_. `— — L — � — . i.. _—. `.�-_ --' - , .. _.-�i�.— _ �: r_ .. . :. __.._^..— . . — . - —. _. � —__ _ .-- --- - --- --. .. . . .. . --- - .. .- --.. .-- _--- ---- --. .. EXIST. PS 3' BUFFER -�' >>J' o 15" SLOTTED DRAIN 1907 N � i� 36.8�BSr o - -T-�--T-�7-��li/Tl/l/�- � 1--�-T-�--1 -�-T--7- � 7� Z- 1--�-T � L-�_�-_T 'LZ-s �-.Z- � EXIS7ING R/�y � �o � M � �s 45.00�s �TYP.) �o � ��—r T _ L - � - T - - � - - � - _T_ - L - y - � _ T�- - � - � - - L - � - 15" SLOTTED DRAIN 1908 ' N ^ 1-77 NBL C N r 3' BUFFER 3��" ��r � EXIST. PS _.� .— —.li_ .1 � � . , . 1 �. — _ — _ —. _ — —� —. — � � r.. .� —. � . — —.E — —.. i — _ . _ 1 .— . 1 r— —. _ — , —. —. i — — 1 —. �— _– —. — � _. ---_ - �.—�a — —. —. LL — — _�_�---��_—_-------� �—_�--�--------- ---------� —�_� -�'�JS �g ------��JS --- JS JS��,---�—JS ---- JS --- j5�---- JS----•-- �g ---�_�S— ^ 45.00' – PROP. DOUBLE FACED � (TYP.) � CONC. BARRIER REMOVE AND RESET �,,� EXIST. GUARDRAIL + 1911 15" SLOTTED DRAIN EXISTING R, LAKE NORMAN 11lOTES: l.) FOR -L- PROFILE SEE SHEET 58. N Z 0 N > W � �i , LAKE NORMAN 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. / � �� PROJECT REFERENCE NO C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 20 HYDRAULICS ENGINEER REGISTERED ENGINEER '� � � � I, � • � � �� . � � �= Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N 15" SLOTTED DRAIN 1911 LAKE NORMAN Pls Sto l2/5 +84.67 6s = U' l3' 13.5' Ls = 90.00' LT = 60.00' ST = 30.00' CURVE DATA FOR -L- Pl Sto 1222+54.85 0= 6° l5' 55.4" IRTI D = D" 29' 23.4" L = 1,279.09' T = 640.18' R = 11.697.00' e = 0.02 RO = 90.0 DS=70 PH Pls Sto 1229+23.74 6s = 0" l3' 13.5" Ls = 90.00' LT = 60.00' ST = 30.00' 11tOTES: 1.) FOR -L- PROFILE SEE SHEET 59. N 0 > W � Np,D 8�2�� ESTy�E� o�yNERs Assoc�AT�nN \ 0�435 / 00�0 L�TZ E ADAMS 02033 / 0�48 �} . I � I � � � � W + � 3SBKD CONC \ \ � POOL � �� tic x� \ � � � � �� CONC �} � � � Ef Q Q � �� . X� S �i� —� __----�. � �oN� � . .--- .. . — � � EXiSTI G R/�__"' — — — REMOVE AND RESET �yoo�s EXIST GUARDRAIL 3 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. 3 SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. 3 COyE KEY ASSOC�ATES �NC 0�938 / 0494 3 3 / � �� 3 PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 2/ HYDRAULICS ENGINEER REGISTERED ENGINEER :� �� I, � r��t��a��i��, �� Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ � 0 \ Vyoo�s i �...� � �\ �� o . 1 . 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SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. - � N �9 N -� A� $�2�11 N /j � � \ \ � \ \ \ ,- ------------------------------ --. , , , , , , , � , � , � , ��`,� �_-_� �__c-� ----------------� �.�,- -- ---------- '� -------------------------------------------\`` � � � � i � i � i � � � `�� _- - � -------------------------�i TRANSCONTINENTAL GA$ PIPE LIt�E CORP 00467 / 03�3 ��-------------------------� i 1 I / � �� PROJECT REFERENCE NO C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 22 HYDRAULICS ENGINEER REGISTERED ENGINEER .� � ■ � �, � r��t�r��[��. �� Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��- � � � � � / N � W w O �O O � O � + w � � N � W � � � � � 11tOTES: I.) FOR -L- PROFILE SEE SHEET 61. 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FOR -Y24- R9MP5 PROFfLE � �� I� SEE SHEE]' 88 L^ 89 � � � N Z 0 N � W � N � �. � LANGTREE PROPERTIES LLC 0�829 / �238 % -L - POT Sta.1285 +36.75 NAp $3/2u, ► LANGTREE PROPERTIES LLC 0� 753 / 2303 -Y24RPA- POT Sto.10+00.00 = FROM -L- STA.1287+50 TO STA. 1289+50 RT / � �� HaMMoNs .,oHN n REVOCABLE TRUST 0�650 / 0497 PROJECT REFERENCE NO. l -5405 R�W SHEET NO. ROADWAY DESIGN ENGINEER ``��111111//��' `�� .��, CARp� j ,�� : �°�Essi��,q.�,9 �� = ' � SEAL � = _ �; 16003 ; ; �j �� F'�GINE��'Q ``: �''�;,i�0� � A��``� r�oi b SHEET NO. 24 HYDRAULICS ENGINEER ``��u��i��,� : �```��R�F S �p `/�'��: ; ; Q� �9� �. = = SEAL = ;, 3 1 • \ `; �/�1 �. C�I�E�;•�.`�,`�.� ' �. R08�. `��. ��►iiii�� 3✓I(a201 '� � � � !, C flSt�l�,��f�. �� Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ;K � ti4U" LANt tS� tiUrrtK I KAN51 I I�N D � � 0 � M � `L" N + X LANGTREE DEyELOPMENT GROUP LLC 02�74 / 0499 X 11tOTES: � DESIGN EXCEPTI0111 FOR MEDIAIV SHOULDER WIDTH FROM —L— STA.1286 + 611�B TO 1528 + 75111B. DESIGIV EXCEPTI01� FOR MEDIA11t SHOULDER WIDTH FROM —L— STA.1287 + IOSB TO 1524 + 63SB. FROM -L- STA. 1289+50 TO STA. 1290+60 RT N Z 0 N � W � � N HAI�I�ONS JOHN O REVOCABLE TRUST 0�650 / 0497 EIP EIP ` LANGTREE DEVELOPMENT GROUP LLC u� o. TO�N F �OORESVILLE �p SANITAR SEVyER EASE�IENT ZrP1 DB 1061 PG 151 �� H REB.4R� � � WW J� J W > N _ NQ � ww- � � owa 0 �� w LL�O �rm Z � � � �Q 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. TRAyIS I� & 0�524 / / � �� PROJECT REFERENCE NO C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 25 HYDRAULICS ENGINEER REGISTERED ENGINEER '� � � � I, � f`l�t��[��. �� '` Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TO�N OF MOORESVILLE SANITARY SE�ER EASE�ENT E DB 1061 PG 151 E —� ` —E� — �E� � � �� I CoNC I N Z 0 N � W � �V N � W w O �O . � O � + WN �� l ' �� N� � �� Np,D � \ \ \ \ \ \ \ � \ CHARLENE R.HUNTER DB 789 PG 870 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. SOUTH�EST 33 ASSOC�ATES LLC 0�082 / 0549 II I � � �� PROJECT REFERENCE NO C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 27 HYDRAULICS ENGINEER REGISTERED ENGINEER '� � � � I, � �1�t��,��IC�G�. ��'� �= Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 640' MEDIAN & , BUFFER, , o4v �v��uiHrv a� BUFFER TRANSITION N O N > W � NAD 83✓2011 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. JOHNNY BrNuM & BUTNER 0�979 / 0047 / � �� PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 30 HYDRAULICS ENGINEER REGISTERED ENGINEER � !I :� � � � I, JOHNNY BYNUM & BUTNER � � � �° �� CARRIE & SCOTT ROBITZER 01979 / 0047 0�966 / 0990 �` _ _ Louis Berger � � � HTR i � , i HTR � � � i i a7 � i � i i� i i i S PROP. -NW25- , �� DK �P LAKE NORMAIv ► �-i �� i � � O i _ _ _ � DOCUMENT NOT CONSIDERED FINAL �/ �'� � � � H T R o I' i � �I i i i � � i � • � � � 1R�' , , _ _ � _ l0' GR � � n I �li HTR � � � '�E , _ _ _ _ _ _ _ _ _ _ _ UNLESS ALL SIGNATURES COMPLETED �� / / / _� Y�- 1 Y I / � �� ___�`` S,:'jy�� i HTR � J ` �� —� � � i I � �. R�N G � i i --�` i ------ ` �` �_v a � � � . EP� � � � �. �. � ' --- c`n S �HTR T HTR � �S � � �'y � �'� g� �---� � � � � � �� ' . 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CONCRETE BARRIER � i9�esr . --- ----------" �''-,` �' . : . . . � � � —� X x x x�x�X�X— . . � � X X x—x � — — x� x x x X BEGIN EXP. _ � x .— — — — — — — — — — — X� — — _ — — — — — � — �' _ — — GUTTER GRAU-350 X�X�x � WOODS X�X� � �X�x�rX ___—�---_ ----- coNc DITCH �� —_____ .t B �� -L-. +00.00 TL-3 X�x_ N �---- ---- ---- -- `� —_ (,30,MEp Vyoo�s _ _ � _ ,,, � � �i — � �� 2Gi 300 14' PS 10' PS � �.�� — — — — — — _ _ — �;, o �� T�NSITIpN �� _ _ _ � � --- - - - - � � — - - -- - -- - �I � 300 ---- A,c� �_._ .__ _ T'� _.__ \� REMOVE EX. 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DI, CONSTRUCT TBDDI = _ _ - I f - �li t� O M _ �� . _ W — — — _ _ - _ _ ___ � � �� _. — — — -- — — __-- _ _ � _�: -�-- ,. � - - REMOVE EX. DI & CONC. - -I [�) - 00 M T — �L , _ _� _. r� �_ _'--- � I .. � ._- � � __ _" - . __' Y > � � � � `�J � �� - -� ►n i 77 NBL 300 DITCH, CONSTRUCT TBDDI ¢— - � ivi � � , RETAIN - - . � �_ '�! � -__ _ - s — � �o - / `-- = — T — � _ :`�. ..._- =- __ . / �,. _ _ . . � � 1_ 1 -.. _ ` � � . -- � 38.4' BST � � � -_ w � o � ' � r 4� BUFFER �°' — — = - _ -- __ _ _ � _ _J N c� - - - - -r- ` - -- ��- .._ -,�_ _ -=� P4 � � RETAIN � ^ — - M � r � _ .. y � __ .___ . T , � _ _ _ _ - -z 1 � � REMOVE GUARDRAIL ^ �r iV __ �l . � �EX T PS_ _ - � - T - � .: 1 r . . �1 H IN MEDIAN � N ^ � N �I =- (tl , (/� �$ -� ��N� D �� fr,� d — 4� ST. Bpp� Q�� `� � 1►� _"_ ' � - . : i � � � � BUFFER �� / �' ` 1 ' . / % �___-. -- a . . . �, . . ACED --�- --e ._ � EXIST, n� PROP DOUBLE F PS y / `�l REMOVE AND RESET CONC. BARRIER pi �--____ '�1 � � � DO NOT EXIST. GUARDRAIL . . � DISTURB FENCE �X�_x X `�� .. X X X WOODS � � � RETAIN � VL X . .. . � l� �x� �� ---- ---------------------------------------__ �—�-�� X �� --------------------------------------------___ � -----_ - _---8 GR - --_ _ __--_ �X C l � �� ---- -- --- E�R��.. ` / /� .. .. . .. .. .. . .. -'---� ` — X �r � �� S� ' �� X %C -L- SC Sto.1383+�1��:6�� V�000s ,,, ;,,.- �.� ,, �� x--x Q; . R! . �X WOODS i7� - Sf �,_f" �� X _� f � � � � � � —� � � � �C �' �R ' � � � X X�X �� 8'�' � � . . . �X � � � � � � �y00D5 � � �j �X- . � � � . � � � � �, -'' � CUR�/E DAT A FOR —L — v�000s ; ; � — � „ � — �.' �.' i i . - . - P/s Sto /382 +5/.32 P/ Sta /39/ +90.53 � � / — — _ � , -' �, -' � 9s = 0' 48' 30.�' 0 = l7' 45' 36.�' lRT l � � � � � ��' ,-' Ls = 160.00' D = I°00' 37.8" ;�; � � /� . Sc � .'' �' LT = 106.67' L= 1,757.55' � � �/ �- �,�+ -'� ,'� � ST = 53.33' T = 885.88' � ', � v�000s / °ti�,�'�� ,-' R _ 5,670.00' `, `, � � / �-' e - 0.04 `, ` / � B �� > RO = 160.0�Q' `.�'�, __----__, � `� / = 70 PH ��e �---- -" ,----__,; �. . -f- C� DS M _ _ . , �� + � ----- � � /� \ � .�� , CARPORT � I� & J LAND INC 2009E / 0284 �OTES: I.) FOR —L— PROFILE SEE SHEET 71. N � � > W � KEyIN M & PATRICIA DAy�DSON ISBKD �, � �� \ �'r�� / � �.' . . . � ,- ,- ,-'"��'' / � • KE�IN � & PATRICIA DAy�DSON 01547 / 0795 • _ RICKY L& JOHN F HILEMAN 09�E / 0388 �V000s � HTR O MILE 3 4 ✓S\ \. . �` \ �� ____ ___� _____-'-- ------------------------------------------'-- -� --'- ----------------- ---- CL. B RIP RAP ------------------- , EXISTING RT � 1 �� 1" EST. 2 TONS ' WO�D� EST. 7 SY. GEO. B U F F E R A N S I T I O N FROM 4' TO 3' LT. „ 0 END EXPRESS AY p � �5 csPD 40.00' M GUTTER -L- + 5.00 C��`�� -2 ��P. L , 3101 1 � �� PROP. NOISE WALL -NW25 E P F' GI TYPE S-3 w p PROP. EXP. GUTTER I � — — — t= � �•�— — — — . Wo . � Q ��5--- -- � � «� W � �� W o� � M -_. � W Q, _ - � �, -��_ - - ` a� � �. � o I �► `v a EX�ST. PS � I _ _ V � . � -� . � � � ��.ra�T�v ��• � e:e ��e �f�� — — — — —`� — — — — — - - — — — ! — �- il ■ � � - -- .0 . � • • - . � — . .. � � o� � � O 0 �.-, + HAZARDOUS SPILL CONTAINMENT AREA 13 SEE DETAIL C K /�' CL.B RIP RAP / EST. 1 TON // � / O // � �� . ��n 31 � � 15" r3' BUFFER2G � � - - .-J- i.-. �. � ___ --- - �_ __-- �� RETAIN D� z �� 40.00' N w ; -L- CS Sto.1400+62J9 ��rP.� � 350' MEDIAN T NSITION FROM 9'-10" TO 5'-10" (RT.) J - - � - - � y� Tq ER YL NN RD �g� gST � � �� . 0 GR�ER A HAGER 0393 / 053� � _�_ \ � \ \ �� \ �`\ �\\ \ � � \ \\ � � � � \ \ � \ � CURVE DATA FOR -L- P/ Sto /39/+90.53 P/s Sto /40/+l p= l7" 45' 36.5' fRT J es = 0° 48' 3 D= l° 00' 37.8' Ls = 160.00' L = 1,757.55' LT = 106.67' T = 885.88' ST = 53.33' R = 5,670.00' e = 0.04 RO = 160.0 ' DS=70 PH Q 0 0 � LAKE NORMAN -L - � � � � 0 � --------------+ � / // � � � � � � �' � N N � � 3' BUFFER l4/OfOO �� N � T�_�__�_ _��1�i! � -L- Sta. 1408 + 49.60 PAVEti1ENT - BR/DGE RELATIONSH/P SKETCH — PROP. SINGLE-FACED CONCRETE BARRIER END PROP. -NW25- -L- STA. 140 + ��— (60' LT) FACE OF WALL REMOVE AND REPLACE REMOVE GUARDRAIL EXIST. GUARDRAIL IN MEDIAN ...��..s��,.� - �s ✓S_/� i�----�JS-�----��_JS�. TIE EXIST. GUARDRAIL T .. II � � B_�� GLE-FACE BARRIER . II .. . -L-Z -�--T--L-�--� -T -L II �-�--�- -T- -?- -�- TL IST. PS � — — O O RETAIN �I�� 15" SLOTTED DRAIN 0 3118 I � • ' - - 3107 _ _ _ _ � „ �- - N�� J�� 6��' E rR � r i- i� +o � � � I I:�1��5 #�i _. � �— �. r— �� = �� 0 EXIST. PS FFER - ��--f --I 1 -r�B��T __ �. -L - ST Sto.1402+22.19 BEG/ BR/DGE -L - ST . l 07+88.99 v j5�— - - - —� 1S�- �3' BUFFER �� N � NOT TO SCALE II j ) . �, ��s� �VW �� B-77 � ` 3109 � RETAIN � T � 15" SLOTTED DRAIN 311 0 n N REMOVE EX. DI & CONC. -= � ��; ��; ' o DITCHES CONST. TB 2G1 �II O N N�� - . r-. � � 115"� % ��-r �� - „. � .-. i- -..r� .� � v _. - � -. . � � �. �_ L- - - �. _ - -- - ? -�- ---5 312 TB 2 I \_ s - - - - _ - _ �_ REMOVE EX. DI 15" SLOTTED DRAIN p 3106 CONSTRUCT TB 2GI 3108 O - - � ._. _ _ SLOTTED DRAIN 3111 - -- - -- - -- .. _ _.-. . .. . _ ' . -_ ., '__' --' - .. . _ T _. -T �� - - - - . . . __ . .. . _.;_ _ s J� � - — _� .� � —1 M r � a— — i — � � � B-7 7 - HAZARDOUS I . . � � . . 2 CONTAI NT AREA 14 � � SEE DE IL C � � ��--- Sf ----�_S(� ___r`-Sf--��_-- � � L ,� , PROJECT REFERENCE NO. l -5405 WW SHEET NO. ROADWAY DESIGN ENGINEER ```��IIIIII/��' .��N �AR��f �'�. `�`p:�oFEss�o�;9.�9 �: � .Q �• � ' SEAL ' = : 16003 = � �. '�,��O�.AFtic, NE� ��.V ��: �i,, � D'H A� ��.3�I la2 016 SHEET NO. 3/ HYDRAULICS ENGINEER ��ii�i��,,� ��.��N CARp �'�.,, l ;�' • Q�oFEssip��'9'-; = SEAL = ; 3�1 �� ", �' .,c�t�E�.,..,��,,: , �'' R �. R 08��`�. ��nn��`� 3�Ifi201 �� . � �str�.c�i�n, L�� :�': Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LAKE NORMAN EXISTING R r E D BRIDGE �� -L - ST . l 09+09.82 N�� cv J �� s��-�.. X=N M .. � I . i 77 �__ - ��- - _-----�4�i"� � � � O RETAIN �n� 3112 EXIST. PS rw O —3' BUFFER �' i5" SLOTTED DRAIN �� J � 3121 � 15" SLOTTED DRAIN �� 5" -TB 2G1 ,,--C4��'f0� 3115 _ _�� _ (w � � 15" SLOTTED DRAIN �� .�.j � � �, N O �15" SLOTTED REMOVE EX. DI & 3116 � N � r�► coNc � 3113 ��N CONSTRUCT TB 2GI � �J �� `�3' BUFFER __ _ t _ � 3114 EXIST. PS � B-77 MT��= —� — � — � I .. � �y00DS � �� s �--�,—�,�s---�_-- �—�s—�---- � TIE FENCE TO BRIDGE RAIL (TYP. EACH CORNER) - NORMAN 1I EXCEPTI011t FOR MEDIA11t SHOULDER ' FROM —L— STA.1286 + 61111B TO 1528 + 7511tB. 1� EXCEPTI011t FOR MEDIAI� SHOULDER ' FROM —L— STA.1287 + IOSB TO 1524 + 63SB. WORK CAN NOT OCCUR OVER FERC BOUNDARY UNTIL CONVEYANCE PERMIT IS RECEIVED FROM DUKE. NO WORK TO TAKE PLACE WITHIN THE BUFFERS OF LAKE NORMAN. NOTES: 1.) FOR -L- PROFILE SEE SHEET 72. N O N > w � O� 'rJO� IOO� PROJECT REFERENCE NO. SHEET NO. 11tOTE: EXISTI11tG GEOMETRY TO BE C203406 33 � � � RETAI11lED U11lLESS OTHERWISE I11tDICATED. R�W SHEET NO. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE ROADWAY DESIGN HYDRAULICS � TO BE RETAI11lED U11lLESS OTHERWISE ENGINEER ENGINEER - � � E� o I11tDICATED. - V V W m �" � EIP �,,� AD $�20 � � � EIP - -� � N �� a W � -- � EiP � a REGISTERED ENGINEER REGISTERED ENGINEER �, EIP \ �� /� � \ � t0 � � �� ~m R3833C_BY22-77 � � � �� !, �_ / FREDERICK A 8� IyIARY A �II�ERIyIUTH E�� On� 01579 / 0981 \ p�iP �IP IP ��- � ��t��[(�� ° �- - MILLSAPS LEONARD & LUSHORN FRANCIS �I & BEyERLY P�HITL0�1 �= ROGER JASON & THORNTOIV 0991 / 0352 0�849 / �030 �- o�,�P Louis Berger 0�695 / 0409 FREDER�CK �ERMUTH � � 020�3 / 2237 N JASOI� L CRAGO HUBERT (yI $i JEIVIVIE �-_ DOCUMENT NOT CONSIDERED FINAL 0�549 / �759 UNLESS ALL SIGNATURES COMPLETED �i 2SBKD JOHNSTON � � � 2SFD � ll I� I � \ 2SBKD 00700 / 0755 �- \ \ - - , � �'�j Y26RPB SC Sto. 11+50.00 � � w cp ' i ``� `� W ,� C�N� O � N� Vy00DS i i .. `•. �. !W� O L �K � � Po�� s � L- SC $t0.1429+57: � �� K ; � � `�'� `� PROP. -NW27- "�1 � o o �� , o G RET PROP. NOISE WALL -NW27- �oNc J ►� �`�; �, -L- STA. 1438+00.00 � � �� . �` , , ,+ � Wa�� 4,020 LF ��' � yy000s �' � , (140' LT) FACE OF WALL �T� �.. � � � �ROP.-NW27- . \\\6��,��;;,,____ PROP. -NW27- PROP. -NW27- � DO NOT x � -L- 8�'A. 1435 + 0 0 �~� -L � STA. 1427+50.00 -L � STA. 1428+75.00 I o DISTURB FENCE PROP. -NW27- (140' L'�� FACE OF ALL ------- -------- �N x-�X�X (125 LT) F CE OF WALL (140 LT) FACE OF WALL� L � � � � -L- STA. 1432 + 25.00 `;�� S _ _ _ _ _ _ _ _ _ _ _ _ _'' � e - �} (140' LT) FACE OF WALL � � � , _ - - - � � - - � - - EXIS�� X ti � � � � � EXISTING R/ . �� X � �X �X�� X � 6 �� X�� \\�'---------------- GR W� � X X X X X X � �� -� � �� _J � �,000s -� - TS Sta /427+97.77 i� -Y26RPB- ST Sta. 10+00.00 = RETAIN M o � RETAIN - -L - POC StO.1435 +75.4/ 47.0' LT. U C 280' MEDIAN & o � � � � �� BUFFER TRqNSITION 40.00' �� u�c - RAP IDI r', V � °o .. �''� (TYP.) RETAIN � � RETAIN II p� I-� (� � � ` �� __ _e- � o (� � � � J) R A P � -___ _` - -s"-_ .' � O EXIS S �' ___-T. P �� _ _ _ _ _ - 24" CONC _ V -� �pN� � �� - " -- ---- - 6RPB � � � � � _ � _____________________ �� ST.PS � - 9'BST . . - _. -__________- - ' �' � 0 37. �_ JB - - -- _ -- EX� I � «- 1-77 SBL � 7-- � � 0 � � CLRB �� _ __ ,_ ,_ - - - - _� __ --___,��- � ,-- p o ,..: -------------------------- �---------------- ETAIN I _�_ � O� 2�' ,. - - - -- - • . � . c� �� ' _ _!�- -� � = - -� � O � P r �F' p �''� �' � R i s� _ � : - - __ _ _ W M 0 0 -- - - • o � ,o � _. �-- - [/� � �_ , -____ . , - -_- �v� _-- - _ - • _ . - • -- - - _-. - - � __._ �--�� f_ _ - - _ .�� _ ��„ TBDDI �. „ - T _-� �Q� _ _-_-- - - _" _ _ ____ _ - = 330 - -- r- 1�, � _ IIr_ BDDI �-� - � � .�._ .- _ f'SF __ _ 35 + 00_ __ , _ , _ - _ _ - �„ T - • _ _ _ ____ ----� _ _ __- _♦ _ _ -= - _.. BDDI _.�i__._ --=- _ - _ ,_ , - ' 3301 r,_ ` ' CONSTRUCT TBDDI � � � � -- - -- - --- - - _ _ _ . _ , ---__-___ 30 ,4�Ti_ REMOVE EX. DI, __ _ __ _ - --- �� i-rr eL `O r- o -- ---- - _- , _ � __. _- - - _ - - ___ _- ___ _ � � - .__ _- , �n c�� 7 '- . � � o _-_ - _ : _._ _ . _.. _ _ - -- --- . . � � _ 330 _ - _ - -= - - __ _ ~ RETAIN �� , ,,, , �,.� - ---- - - - - - � EXIST. PS � / � � o 0 0 0 0 0 � , _ - - - � -- - .o � _ !i_r= _ - I � -� , � --��-- a M r � ---- __-- „ �0 � � I I RE O �s T � � ��cP� -� _--__ �, II - ---- ------- IO+OO %Z�' 57.9" E ►�"i I � EXIST IL �' � �� EXIST. PS _ _ -- -�- - - RPC- � RIP � � � �;;� -Y26 � RAP � 280' MEDIAA� o � RETAIN � o� PROP. DOUBLE FACED U�� II � BUFFER� � REMOVE GUARDRAIL CONC. BARRIER �1'l - � 4N � M 40.00' DO NOT IN MEDIAN \� �� RAP � II I Exisnrvc R� � �__X� + + (TYP.) DISTURB FENCE I �� , � � X =X- -�-_��-X _ . . . . . . . . . . . . �. Exi��S�N � X X X X X X X X WOODS � � - �IARLO CORP MARLO CORP � d0785 / 0962 00697 / 0585 �� yVoo�s yV000s CURVE DATA FOR -Y26RPC- Pls Sto 12+06.33 Pl Sto l5 +25.2/ Pls Sto 18+43.06 6s = 0' 34' 22.6� �= 8" 2/' 23.� �LT J es = 0° 34' 22.6" �s = 80.00� D= r 25� 56.6r �s = 80.00� LT = 53.33' L= 583.40' LT = 53.33' ST 7' T= 292.22' ST = 26.6T R = 4,000.00' } � . CURVE DATA FOR -L- P/s Sto /429+04.44 P/ Sto /44/+43.20 Bs = 0° 47' 59.8" �= 23" 22' 37.4° fLTI Ls = 160.00' D= 0" 59' 59.� LT = 106.67' L = 2,337.88' ST = 53.33' T = 1,185.43' R = 5,730.00' e = 0.04 RO = I60.0 ' DS = 75 PH � sr � �S� �� S( �'�fr" -Y26RPC- POT Sto.10+00.00 = -L - POC Sto.1437+14.67 47.0' RT. D/VERGENCE AI�IGLE = 3' 0' 0' �OTES: 1.) FOR -L- PROFILE SEE SHEET 74. -Y26RPC- TS Sto. 11+52.99 �� sr / � �� / sr PROJECT REFERENGE NO. SHEET NO. NOTE: EXISTING GEOMETRY TO BE � � � 0' � �0' 100' C203406 34 � RETAINED UNLESS OTHERWISE INDICATED. wYv SHEET NO. � ��^��`"� \� SHOULDERS, SIDE SLOPES, DRAINAGE ARE ROADWAY DESIGN HVDRAULICS � � � � �� TO BE RETAINED UNLESS OTHERWISE E"�iNEER E"c'"EER \� � Nao aa�zon � � � INDICATED. �. d'�'�`� � � aV�� '��'I� ;j�,l u'l� fl�,,'��1 1 � wmwu / - . i _ ` i �� / ��J�� o�� i� L� � � B�- �!�� \ � � ''�� "� t„""'"^ � � \ � : I �� 1 � �. ��"a�,a"�t �.a, � v .9.�.. � � � � � �, �u.� � � � � \ � .�„ � � �,' I- � / � � � �.�w�..... � 1= � � \ J� �\ ' _fj�L" �. � �� -" _� _r _� � � REGISTERED ENGINEER REGISTERED ENGINEER / \ a�rirva Yi't _ ' _ ��. • / \ I � " __ � 4; ��,�. � � \ p �., �o� i � �\� % � a` p � ��°�"� \�� _, �� ,,� �I�° ° �� c��struction LLC / L I I �,� ��.,�. � � ) � u ��'; _ t �� _ �., m,. � . �--'� �� / �� /�� I'� $� ' �_,\�� Louis Berger \ � ��, � � @ _; � $ � C"�"�,*,� A � \/7�'@'� s�o�� \ \�-�/ /¢�1� �/ I �� i �` �� m� � DOGUMENT NOT GONSIDERED FINAL / / \ '° �^'��'"�� \ � /�/ I +oW4 �� vl�ks c�a �sas � �•� �;, i� i � `� `y� � O �� UNLESS ALL SIGNATURES COMPLETEU aoc. 1 ( I � .m f /�NI� �� SYP� YitF/ \ � y I � I g � � 1 • •` an �`�w:�i�n � /�v�(��y//\�` � i�d � kl � �� ^y�� . � ; 411s � � �41� LeO�N�/ ` I I I �//�./ � E ` � u �' � � . .. �r� �"r' � � V S / / ueo \ � / ! � � /��° / # I / � �r � /� � � D � � � t. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Nq p 8�2 S,. � 11 \ REGISTERED ENGINEER REGISTERED ENGINEER � � �__.�� :� � � � I, �V S� -Y26RPA- POT Sto.10+00.00 = • \ �-� -L- POT Sto.1473+86.30,47.0' LT. � ��t��[�� \S� o DNERGENCE �41�/GLE = 2' 54' l.8" -�--- - � � � s�- � - � Louis Ber er �o/ �� o � \ J �.__ � n .�� --- - \ //. � �S� � . l.' \ o � .. INV=766.40' 1 DOCUMENT NOT CONSIDERED FINAL TOP=776.57' \ s UNLESS ALL SIGNATURES COMPLETED /' INV=766.49' � . �N oWN Ss Qs � ,� / y�00DS � / 8„� K 0 , / 0 � S�� S �y00DS �S� � Os ' f • •' �� EXISTING R/y� � . . . �` ,S � S �iE O � ��S �S � �— �' � � �y000S � '�� . � .. � \ . � O NOT r .. .. .. .. . k ^�n.. � � � ,,�, , , ' ISTURB FENCE . .. .. .. .. . . --- y�oo�s � � �- \ � �� \ II � � „ �� • � � k �� . � �•- � �n . y�00DS � ��S�. � . . I�� II� CUL CUL 3 � � . . . � ��`'• • . .--�S('--__-•�� ---�Sf . �`9 ExisriNc iyy . �� •• _ . . . . � � CE 2 ( ��'••��—JS s'� � �-�, RETAIN I RETA�N � ��, RETAIN EXIST. GUARDRAIL \\ HW 2 � ` �S �__. f� Sf j5�-: —JS � ✓ -1 / �� . � - . �� S\ � -� - �i �� II�':' -- �� ' S T RETAIN `` c� II� �� rn � � _ I S� �.� � M -- ; J �� I� _��,�.�_ -�- RETAIN � _ - m \ � � . �"�� RETAIN M� T 4 _... �-�__-� ``_ T RETAIN I� �� RETAIN INOODS RETAIN 11 � � __ p � �� . � �n DI — _ _ - _ _ --."�—�"= I .�� — ,- � � Iv 15 RCP = ��_ �5 � - -- - - �� f O 15" RCI' — — p� ---� , � ��b , frk�sn-;,.r-.ti;, ,� . ., - iP , — .. . — � W S 8' / o� — — _ — — -- : - :�-- �.� _ _ ,.-� - .. .- = e. _ . �.T,� — 3 48.�E \\ , � - - — = -_ —_____ . EX ; � `: �: � � � � �p� �� 5^ R�; DI 15" RCP i: EXIST. PS , . PS � O IST p � � � -Y26RPA �� _ � EXIST. PS � � ��f r�w Q \x ------- ------__=_� OD — _ FRETAIN y,.; � M� . ,', _J O � N � RETAIN °- 30.6'BST \ RETAIN II�RETAIN �\�'o � � �� _J � 1-77 SBL � ��'-o N = [T1 � + �� O � N q, 37.9' BST �" �� — �l � � — $ !:- —��-0$�4— � --- � -�- - . � � - � _ -�8�� - - -- - W o (� � 3501 �� -- �� ' '' REMOVE EX. DI, CONSTR T TBDDI REMOVE DI �-)i (/� Cr ~ REMOVE EX. DI & CONC. DITCH, CONSTRUCT TBDDI � r TBDDI N TBDDI 350 ` 50 TBDDI 350 350 � � _ —�___—�-- --- ---- —_��.—..--_�-- — — --- -- ;� W_�__ . N _ _ — - — — — — — — — — � �_ — ---_ — — — II�- — W �C � � � � � ' 1-77 NBL RETAIN � � = 29.7' BST � ' ap � � � � � � � � ~ — — — — � — — r � lOf� 1-77 /yBL TBDDI �► � � _ � !� � — — — — — — — -Y26RPD- _ S ll° 07' 50.1" E � � �► _ I "�I � I�J+OO � — _ — �-� _ — � ,-; . RETA�N _ EXIST. PS ,,,,__-- EXIST. PS �— --___ - -`� EXIST. PS _RETAI►�1— � � V —� �� _� - .� �- � �5" RCP ` ` _ � U ' _ RETAIN -; — _ _ -- _ _ _ - - : ; , � _ � 15" RCF _ _. � � �' � ��, RE iN �, �� , �� ( RETAIN EXIST,�GUARDRAIL �/ �\ � ��5 Rcy/ � ns �n 15" RCP� � � \ � �, �� G �� o � \�� RETAIN -II I =784a��_ —= PROP. DOUBLE FACED REMOVE GUARDRAIL RETAIN "'+ � C, �� iNv= 7.6s� �°� CONC. BARRIER IN MEDIAN DI�STURBTFENCE � /�� / RETAIN . , X •. " HL X � � —� —� T �6" V�NYL EXISTING R/�y 'X ✓✓ ��_ — — _ ^ o / � � o . x�—X iC x X x X X \ '� °� � /� _ 15"RCP___� ° �` � �---� — � — �--- CURB � � DO NOT ;�ti � � — — — �� I �� 1 EXISTING R/� — — — DISTURB FENCE �„ �. O��KHOWN ss\ /� DI __ �� BST �� B I5° HDPE � 15" HDPE CB � o �. �� r� BOLLARDS gOLLARDS � � � Q SS z~ Z I II O �� , L � 0 ` �o s ._ �1 ql ' � � ��--.� � 11� ; r �� s . � �� I• 11 '�, I I .• � . �y00D5 � ' PON� \ 11 ' � DI ISBLKBUS �� c BST � � . � lI ; �ce � BST � � � O � DI �i' ---- Q � �� a �� oo � r + � � . \ ��, .� � � � -� � . � � � iiN o �� ' -Y26RPD- POT Sto.10+00.00 = I I v -L - POT Sto. l47/+67.80 f47.0' RT.J DENN�S A. CALD�ELL TS Sto. lOfO4.l9 DB �372 PG �680 SC Sto. 11+24.19 � CURVE DATA FOR -Y26RPD- Pls Sto l4+15.5 P� Sto 12+49.92 Pls Sto 10+84.19 6s = 0° 4l' l5 �= 2" 52' 5/.l" �LT I es = p° 4/' 15.2' Ls = 119.99' D= l' 08' 45.3° Ls = 120.00' LT = 79.99' L= 25/.40' LT = 80.00' ST = 40.00' T= 125.73' ST = 40.00' R = 5,000.00' SEE SHEET 77. 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Q, Q O d - � r i \ � \ � i i l l� �/ �' � AOTE: DESlGA' EXCEPl]ON FOR PROPOSEO ,NLDIAN SHOL'LOER N �� i�I � / :� , WID%'H OF 6 HEB9' UADhX HHIUGh Al' NC 1�0 lWFSl YI.AIA DWVE). 5 � �� L // / ��Y / � hOTES � �� Q A / �� , �P � �, t ) FOR [- PROFILE S8S SFfAftT I9 B 80 �/�� `aa� . - 2.) F'�X -YTJ- fU]MPS YROF'1LE SEE SHEt'fS n5 Cr �M. N 0 N � W � � � M � wo �o . �o W+ W� �� W� � � a� �a � � � �� esT � EXIST. GUARDRAIL ExisT� �� _ �— — = X 4 8" �y �y __X--X X DO NOT DISTURB FENCE �JS�' �S�/ ��...� � � NATICK IyC I�OORESV�LLE REALTY 0�205 0 �735 � � � �� Jl �—� r� -� BST PA 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. _��PP --- — 18" C&G t,;� 18 & . . � �� /� .. .. .. .. .. �_ .. 48" y�y� & ISB�y 850' LANE TRANSITION � �� EXISTING Rl�y 5�- j --✓ EXISTING R/� �� OATES VENTURES LLC 0�867 / 2366 /� ��5�---� � n� �� _�r_ nn .�c n 48" W�y & ISBVy x �� . �� , DETENTION PoNa � 48" Wy� & ISB�y � DO NOT � DISTURB FENCE �� -� x x —� X� j � —� = �_ Ex�� CURVE DATA FOR -L- P/ Sto /5/5+59.5/ P/s Sto /528+85.9/ p= l9° 26' 03.3" IRTI es = 0' 33' 55.5" D= 0' 45' 14.0" Ls = 150.00' L = 2,577.86' LT = 100.00' T = 1.30/.43' ST = 50.00' R = 7,600.00' e = 0.03 RO = I50. DS = 70 PH � z c m z � MoNuMENr � � � :Z R/�y MON EXISTING R/�y �1oN 0 z AUTOMOTIyE COLLISION EXPERTS / / // �� PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 38 HYDRAULICS ENGINEER REGISTERED ENGINEER °� � � � I, � f`l�t��[��. �� Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTING R/� REMOVE & RESET EXIST. GUARDRAIL NOTE: THE 12° & 20" y�ATER LINES ARE LOCATED INSIDE THE UPPER SECTION OF THE EXISTING BOX CULVERT. BOTH �yATER LINES ARE VISIBLE CROSSING THE CREEK. 48" y��y & ISB�y x x x— . _ � .�-�ti 1VOTES: 1.) FOR -L- PROFILE SEE SHEET 81. N Z 0 N > W � CONCRETE a� coNc W1N S 7' CoNC H�H 14' CONC y�y� � , .•�-� REALTICORP/�IpORESVILLE LLG �1oNuMENr c � � X � �� J,. --�� >�� X S/--��JS—�N �S�— � EXISTING R/j� ^ �--- \ � �� II s � � Q J �P II REMOVE GUARDRAIL � � �j��ti� II� IN MEDIAN c`'y � �'z �� , II RIP � . . . �� . RAP .. . . . . � � .. .. .. .. .. .. I.. � � RIP `-- 1 W o II � R_r. J� 11 �wO — — L– .— .1 .— � — — T — Z — 1� T — — L — � — —T— — L — Z — � — — T — Z — � � — — �C— — Z O EXIST. PS � _J Q �� RETAIN �I i-7 SB 37.6' BST RETAIN � W 'i- � N o II /�Q� w `� — -'-�- — � � — � T Z — 1 — � T —��1 — � — T — � — —� — T — �' — —i� .� — -�- — � � � M � �_ l' 12' PS W• — �— —�— j�T � � — __ � — — L—�--�—_'— — :_ =J--�--T —L—� —1—i--L—L � � _ i _ �� `� o REMOVE EX. DI, CONSTRUCT 3G1 3901 11 �_ J � • l-77 NB 37.6' BST _ I1 � EXIST. PS � —�--�—TMTL�� _ � � � / . / , � DO NOT � DISTURB FENCE J �� X X X X X X EXISTIN R/ � . � : '.fC, :T2.' : r� ' _ . . . . . �. � r-, r, ,-. — - �� EXISTING R X X �. � . . � AUTOMOTIyE COLLISION EXPERTS '//— !�� . � � � • 11tOTE: EXISTI11tG GEOMETRY TO BE RETAI11lED U11lLESS OTHERWISE I11tDICATED. SHOULDERS, SIDE SLOPES, DRAI1�lAGE ARE TO BE RETAI11lED U11lLESS OTHER WISE I11tDICATED. o`� oJ�,�\� � Q c?' �o �� INV=773a17' TOP=779,52' INV=773,39' � � 0 1� r v � X y� � �i v —� �� / `^� 48" y��y & ISB�y � . ...J REMOVE & RESET �� EXIST. GUARDRAIL � II� 11 II" � � . . . . . �I� II --L—�—�--T —�—�L�� MTL —�—�--T--L—�—�--T —z—�—��L—�. �0' BST RETAIN RETAIN � � � -L - II 1545 +00 9° 26' 03.3" E � � � — �- — � — — � — r — � — i �-`Ly — — � — T T L — —1 .— � — � — � — r— — T — T — 1—�� — T — � _ I 390 REMOVE EX. DI, CONSTRUCT 3GI �� r � I — Z — � — — T — Z — � — —P� — .— L — � — � _ —T_ — L — Z — � — – T — Z — —� � 3' BST �„� I I l0' BST :^ —z— l —r—T—�--�—T—�— �� I —� - �MT�T o � � � r— � � � � �� + I� \ � \ �Z �� REMOVE AND RESET �J �� EXIST. GUARDRAIL �`'�� ,,, 48° �yy� & ISBy� —X X X X X X X X X X a .-1� �� rJ� �k r-�-C,� : n _ � r, ' : r-f : '. r-' � �_ r-� � r-� ,---• _ . � / / �/ �� INV=776.61' TOP=785.19' �NV=777.28' 0 PROJECT REFERENCE NO. C203406 R�W SHEET NO. ROADWAY DESIGN ENGINEER REGISTERED ENGINEER SHEET NO. 39 HYDRAULICS ENGINEER REGISTERED ENGINEER :� � � � �, � �1�t��,��[C�G�, ��'� �'` Louis Berger DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ExisriNc RiV� L �� r � �� .. C� . .. .. .. ., l� r� _ '1 O s T MTL �- - �\\ � _ - �.t� o — L 0�—�--T —�—�—�--L��'a� � O EXIST. PS rw ' RETAIN � �� _J O 390 REMOVE EX. DI & CONC. DITCH, CONSTRUCT 3G1 �� 1550+OON � �� i--�—T—�--�—T—�— y--� T—�--1 — —T'— '\ 'v^J _ - — _—_ _ � � � 72" CONC � — � � --- — - - - - � - -- —. L. _ i- _T— — L — Z .�. — � � � �/ � �1 o � � �� EXIST. PS _ � —T—�— 1--�—T MT�� I 840' TRANSITION V � TOP=790.85' INV=783.93' X X. X X X X X x X v— . � INV=761.04' TOP=779.52' � � � 0 �° �Nv=76�.27� 0 c -� z= �m z� 0 zo