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HomeMy WebLinkAbout20161157 Ver 1_I5504 Buncombe November 21 2016_20161122Transportation November 21, 2016 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28805 ATTN: Ms. Loretta Beckwith NCDOT Division 13 Coordinator PAT [v�cCRORY Governor NICHOLAS J. TENNYSON Secretc�ry SUBJECT: Application for Section 404 Individual Permit and Section 401 Individual Water Quality Certification for the proposed I-26 Interchange improvements at NC 191 (Brevard Road), Buncombe County, Division 13; Federal Aid Project Na IMF-26- 1(191)47; TIP Project No. I-5504. Debit $570 from WBS Element No. 45552.1.1 Dear Ms. Beckwith: The North Carolina Department of Transportation (NCDOT) proposes a modification of the I-26 / NC 191 (Brevard Road) interchange ramps, widening and elevating the NC 191 bridge and approaches through the interchange, reconstruction of the I-26 pavement, paving the median of I- 26, and reconfiguration of local roadways. The length of the project along NC 191 is approximately 3,600 feet and stretches from the intersection of NC 191 with the Ingles / Asheville Outlets entrance to the intersection of NC 191 and Old Brevard Road. The length of the project along I-26 is approximately 6,680 feet within the NC 191 interchange area, extending west to tie to the I-26 bridge reconstruction over Pond Road / Hominy Creek that is currently under construction (B- 5178). Please see the enclosed ENG 4345 form, Division of Mitigation Services (DMS) mitigation acceptance letters, agency review minutes (4B/4C), a No Archaeological Survey Required form, Historic Architecture and Landscapes Assessment of Effects form, list of property owners, State Stormwater Management Plan (SMP), permit drawings, and design plans for the above referenced proj ect. PROJECT SCHEDULE The Let date for the I-5504 Design Build Project was February 16, 2016. Preliminary work in the median of I-26 is anticipated to begin in October 2016 in preparation of traffic realignment. Full construction is anticipated to begin by March 2017 and be completed by November 30, 2018. �Nflthing Comparess�_ State ofNorth Carolina I Department of Transportation I Division One ] 13 Airport Drive I Suite 100 � Pdenton, NC 27932 252 482 1850 T PURPOSE AND NEED The primary purpose of STIP Project I-5504 is to reduce projected traffic congestion at the I-26 / NC 191 interchange. Another benefit will be to improve interchange efficiency and maintain safe conditions. Some current turning movements on both I-26 exit ramps would operate at Level of Service F, the worst quality of traffic service, in 2040 during the AM and PM peak hours. Future year vehicle queues are projected to occur on the exit ramps possibly extending near the I-26 mainline, thus creating an unsafe condition. NEPA DOCUMENT STATUS A Categorical Exclusion (CE) was approved for the project in October 2015 and has been provided to all appropriate agencies. The CE is also available on the NCDOT website at https://connect.ncdot.�ov/resources/Environmental/Pa�es/default.aspx, under QuickLinks > Environmental Documents. A 4B/4C Inter-Agency meeting was held on June 8, 2016. The meeting minutes were distributed on June 15, 2016. An additional meeting was held with the North Carolina Division of Water Resources (NCDWR) on July 15, 2016, and the minutes were revised to include these comments and distributed on July 18, 2016. INDEPENDENT UTILITY The subject project is in compliance with 23 CFR Part 771.111(� which lists the Federal Highway Administration (FHWA) characteristics of independent utility of a project: (1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope, (2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area, (3) The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. Project I-5504 can function as a stand-alone project that can be built without adding through lanes on I-26. The project will be usable and functional without additional transportation improvements since it is designed to reduce and possibly avoid traffic congestion problems on NC 191 in the vicinity of the I-26 interchange. Therefore, the I-5504 project would be a reasonable expenditure in keeping with 23 CFR Section (23) 771.111 (�(2). RESOURCE STATUS Wetland and stream determinations within the I-5504 project study area were conducted using the field delineation methodologies outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987) and the subsequent Regional Supplement to the Corps of Engineers Delineation Manual: Eastern Mountains and Piedmont Region (U.S. Army Corps of Engineers [USACE] Version 2.0 [Apri12012]). The N.C. Wetland Assessment Method (NCWAM) User Manual, Version 4.1 (October 2010) was also used to classify wetlands within the project I-5504 Individual Permit Application Page 2 of 13 study area. Stream identiiication and classification followed the Methodology for ldentification of Intermittent and Perennial Streams and Their Origins, Version 4.11, [September 2010]. The jurisdictional wetlands and streams were field verified by Lori Beckwith (USACE Regulatory Specialist) on May 7 and 8, 2014. An Approved Jurisdictional Determination (AJD) was issued on May 15, 2015 (Action ID SAW-2014-02016). Revised JD information was submitted to the USACE on February 12, 2016, to supplement the AJD. The project area lies within the Mountain physiographic region of North Carolina. Jurisdictional features within the project footprint are located in the French Broad River Basin (United States Geological Survey [USGS] Hydrologic Unit 06010105) in Buncombe County. Jurisdictional streams that will be impacted by this project include six unnamed tributaries (UTs) to Hominy Creek (NCDWR Classification C; NCDWR Index No. 6-76), and Long Valley Branch and two UTs to Long Valley Branch (NCDWR Classification C; NCDWR Index No. 6-75) as shown in Table 1. There are no designated High Quality Waters (HQW), Outstanding Resource Waters (ORW), Water Supply I(WS-I), Water Supply II (WS-II), or Trout Waters (Tr) occurring within 1.0 mile of the project area. No Anadromous Fish Spawning Areas or potential habitat areas are located near or within the project study area. Within 1.0 mile of the construction footprint no streams are listed as a 303(d) water in the 2014 Final North Carolina 303(d) List of Impaired Waters of North Carolina for turbidity or sedimentation. IMPACTS TO WATERS OF THE UNITED STATES Surface Waters Total jurisdictional stream impacts for I-5504 include 1,888 linear feet of permanent stream impacts, which includes 1,189 linear feet of fill and piping, 6131inear feet of stream realignment, and 861inear feet of permanent bank stabilization, as well as 871inear feet of temporary stream impacts. Utility relocation will not result in any temporary or permanent impacts. The jurisdictional stream impacts are summarized in Table 1 below. I-5504 Individual Per�mit Application Page 3 of 13 Table 1. Surface Water Im acts Permanent Impacts Impacts � � Impact Temporary Requiring USACE Requiring 1:1 Site Stream Name I/P Impact Type Impacts USACE Mitigation NCDWR (linear (acres/feet) Mitigarion Ratio3 Mitigarion feet) (linear feet)� (linear feet)4 UT to Long Permanent Fill 38 < 0.01/28 38 1:1 - la Valley Branch P �S� Stream Realignment 20 - 20 1:1 - Long Valley Permanent Fill 17 < 0.01/13 17 1:1 - lb granch (SA) P Bank Stabilization 23 - - - - UT to Long ld Valley Branch I Bank Stabilization 31 - - - - (SI) UT to Hominy Permanent Fill 31 < 0.01/10 31 2:1 - �a Creek (SB) P Stream Realignment 48 - 48 1:1 - 2b UT to Hominy I Permanent Fill 169 - 169 1:1 - Creek (SC) 2b UT to Hominy I Permanent Fill 103 - 103 1:1 - Creek (SE) UT to Hominy Permanent Fill 742 < 0.01/5 742 2:1 742 �0 Creek (SD) P Bank Stabilization 32 - - - 32 Stream Reali ment 33 - 33 1:1 33 2� UT to Hominy I Permanent Fi11 71 - 71 1:1 - Creek (SF) 3a UT to Hominy p Stream Realignment 33 < 0.01/10 33 1:1 - Creek (SM) UT to Hominy Permanent Fill 18 < 0.01/13 18 2:1 18 3a Creek (SD) P Stream Realignment 256 - 256 1:1 256 3b UT to Hominy p Stream Realignment 223 < 0.01/8 223 1:1 223 Creek (SD) Totals5 1 888 0.01 / 87 _ 791 @ 2:1 1 304 ' 1,011 @ 1:1 ' � Stream names are from the CE document approved October 15, 2015 and I/P (Intermittent/Perennial calls) and mitigation ratios are from the I-5504 AJD. ZPer USACE, bank stabilization impacts do not require compensatory mitigation as the impacts do not require fill in the stream bed; therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. 3Per I-5504 JD Site Visit. 4Per NCDWR, permanent stream impacts (including bank stabilization impacts) require compensatory mitigation when total permanent stream impacts equal or exceed 150 linear feet per perennial stream feature. SSee Table 3 for Mitigation breakdown. Wetlands There will be a total of 0.02 acres of permanent wetland impacts associated with this project due to fill. There will be no impacts to wetlands resulting from utilities or hand clearing. These impacts are summarized in Table 2 below. I-5504 Individual Permit Application Page 4 of 13 Table 2. Wetland Im acts Site Wetland Wetland Wetland Impact Name' Size (ac) Type Type lb 2a 2b 2c WA WB WC WG <0.01 0.01 <0.01 <0.01 Total ] Ri Ri Ri Ri Fill Fill Fill Fill 'Wetland names are from the CE document approved October 15, 2015. ZMitigation ratio for all applicable wetland sites is 2:1. 3Rounded total is based on the sum of the actual impacts. Ponds Permanent Impacts (ac) <0.01 0.01 <0.01 <0.01 0.023 Impacts Requiring USACE Mitigation2 (ac) <0.01 0.01 <0.01 <0.01 0.023 There will be a total of 0.03 acres of open water (pond) impacts associated with this project at Permit sites lb and lc as shown on the permit drawings. These ponds are identified in the PJD as jurisdictional ponds due to their direct connections with Long Valley Branch or its UT. Permit Impact Sites The I-5504 project involves three impact sites described below and presented in the attached plans. Each site has been broken down into the sub-impact areas (a,b,c, etc) for clarity. Site 1 This site includes extensions of existing pipes under I-26 carrying Long Valley Branch and a tributary to the headwaters of Westerly Lake on the Biltmore Estate property. Site 1 a— UT to Lon� Vallev Branch The existing structure under I-26 is a 48" Corrugated Metal Pipe (CMP) that is 310 feet in length and conveys an unnamed tributary to Long Valley Branch (Stream SJ) to Westerly Lake. The proposed improvements to this structure include slip lining and a pipe extension with collar. At the inlet, the 48" CMP culvert will be extended by 38 feet. A stream realignment is proposed at this inlet extension to align the stream with the proposed pipe to prevent future erosion at the inlet. Impacts proposed for the above improvements tota138 linear feet of permanent stream fill (pipe extension), 201inear feet of stream realignment, and 28 feet temporary stream impacts for construction access and erosion control. Site lb — Long Valley Branch The existing 66" CMP is 260 feet in length and conveys the headwaters of Long Valley Branch (Stream SA) from its origin at a non-404 jurisdictional constructed stormwater pond just beyond the proposed right of way (ROW). The proposed changes to this structure include a culvert extension with collar and slip lining. Bank stabilization will be replaced along the channel, as the existing channel is currently stabilized with rip rap. Impacts for I-5504 Individual Per�mit Application Page S of 13 these proposed improvements total 171inear feet of pertnanent stream fill (pipe extension), 23 linear feet of bank stabilization and 13 linear feet of temporary stream impact for construction access and erosion control. An existing 14'x14' Reinforced Concrete Box Culvert (RCBC) inlet will be extended to meet the new fill slope. This culvert was historically intended as vehicular access under I- 26 and does not regularly carry jurisdictional waters. A new 11.5' x 11' RCBC will be constructed within the existing 14' x 14' RCBC to address structural degradation. The new RCBC will be graded to drain so it does not hold water, which the existing RCBC does. The fill and grading for drainage will result in the total take of <0.01 acre of open surface waters and <0.01 acre of wetlands. Site 1 c— Lon� Valley Branch There are two existing CMPs at this location (the outlet of those previously noted at sites 1 a and lb) that will be extended due to I-26 widening and fill slope construction. One headwall will be constructed encompassing both pipe outlets. In addition to the culvert extensions, a rip-rapped energy dissipator basin will be constructed in an existing scour hole to reduce flow velocity and erosive force prior to entering Westerly Lake. These improvements will result in impacts totaling 0.03 of open surface waters. Site 1 d— UT to Lon�y Branch A 15" CMP is being plugged and filled, and a new 15" Reinforced Concrete Pipe (RCP) / Corrugated Steel Pipe (CSP) is being installed at this site to assist in proper roadway stormwater drainage. The new pipe will outlet adjacent to a UT to Long Valley Branch (Westerly Lake), and 31 linear feet of bank stabilization will be provided to prevent future erosion. The stream (Stream SI) paralleling the Biltmore Estate fence at sites 1 c and 1 d will not be impacted by construction (except for the 31 linear feet of bank stabilization above). Per agency meeting discussion, the stream in this area will be spanned using mats or other similar device above the ordinary high water mark/top of bank for construction equipment access. Site 2 This site includes construction of new ramps in quadrant D of the I-26/NC 191 interchange and fill/piping of a perennial UT to Hominy Creek and several small intermittent UTs. Site 2a — UT to Hominy Creek An existing 42" CMP that is conveying a UT to Hominy Creek (Stream SB) will be slip lined and extended by 70 feet with a 42" RCP to accommodate new fill slopes. A stream realignment is proposed at this inlet extension to align the stream with the proposed pipe and prevent future erosion at the inlet. This improvement will result in 791inear feet of I-5504 Individual Permit Application Page 6 of 13 permanent stream impact (31 feet of pipe/fill and 48 feet of stream realignment) and 10 linear feet of temporary stream impact for construction access and erosion control. There will also be wetland impacts totaling 0.01 acre to accommodate the new fill slopes and drainage associated with the roadway design. Site 2b — UT to Hominv Creek Two RCPs (48" and 54") will be installed to convey flow from two intermittent UTs to Hominy Creek (Streams SC and SE) that start at the outlet of two stormwater pipes (18" and 48" RCPs) at the Toyota dealership. This will allow construction of the proposed exit loop from I-26. These permanent stream impacts will tota12721inear feet (1691f to Stream SC and 103 lf to Stream SE). Resulting wetland impacts at this site from fill and grading of a small riparian wetland (Wetland WC) adjacent to the northernmost UT will total <0.01 acre. Site 2c — UT to Hominv Creek The existing UT to Hominy Creek (Stream SD) will be conveyed through a new 60" RCP to allow for the construction of the new I-26 / NC 191 loop and ramp. This construction will result in 8071inear feet of permanent stream impact (including 7421inear feet of permanent fill/pipe, 33 linear feet of stream stabilization (rip rap in channel), and 321inear feet of bank stabilization), and S linear feet of temporary stream impact for construction access and erosion control. In addition, 71 feet of intermittent Stream SF and <0.01 acre of wetland fill to Wetland WG will result from fill and grading near ramp D. Site 3 This site is for an extension of an existing 72" CMP and for installation of a supplementa160" pipe by bore and jack methods. Stream realignment and stabilization are planned at the inlet and outlet of these pipes in order to prevent future migration of the channel toward off-site constraints including a sewer line and private access road. In addition, a rip-rapped energy dissipator basin will be constructed in the existing scour hole at the 72" CMP outlet to reduce flow velocity and erosive force. Site 3a — UT to Hominy Creek A new 60" Steel Plate Pipe (SPP) will be placed adjacent to the existing 72" CMP, which will be slip lined and extended with a 72" RCP. The 60" SPP will act as a conveyance of high flows for the UT to Hominy Creek (Stream SD), while the 72" CMP/RCP will continue to carry the base stream flow. The channel flowing into these structures will be slightly realigned due to required fill slope location and lined with rip rap for stabilization. A small tributary (Stream SM) that passes under a sewer line and confluences with Stream SD within the stream realignment area will be stabilized from the outfall of the existing 24" CMP under the off-site sewer access road to Stream SD. These changes will result in 307 linear feet of permanent stream impacts (18 feet of pipe/fill, 256 feet of stream realignment, I-5504 Individual Permit Application Page 7 of 13 and 33 feet of tributary stream stabilization to Stream SM) and 23 linear feet of temporary stream impacts (10 linear feet to Stream SM and 23 linear feet to Stream SD) to allow for construction access and erosion control. Site 3b — UT to Hominv Creek One headwall will be constructed to encompass both outlets of the pipes referenced at Site 3a. Stream realignment and installation of a rip rap energy dissipator pad will provide velocity control in Stream SD before it enters Hominy Creek. These improvements will result in 223 linear feet of permanent stream impacts and 8 linear feet of associated temporary stream impacts. The rip rap at the outlet of the supplementa160" pipe will be raised to approximately bankfull elevation. The dissipator will be adjusted in the field, in consultation with the USACE and NCDWR, to ensure proper function. MITIGATION OPTIONS The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of the waters of the United States. CEQ has defined mitigation of wetland and surface water impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20). The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning phase and minimization measures were incorporated as part of the project design. Minimization includes the examination of appropriate and practicable steps to reduce adverse impacts. Avoidance and Minimization Avoidance and minimization has been employed in the project area to the maximum extent practicable. Listed below are some of the measures implemented on the project: • NCDOT's Best Management Practices (BMPs) far the Protection of Surface Waters will be enforced; • NCDOT's BMPs for Construction and Maintenance Activities will be utilized; � NCDOT will implement installation, inspection, and maintenance of erosion and sediment control measures; • Ditches too steep to qualify as swales will be lined with rip rap to minimize flow velocity and turbidity; • Rip rap pads at drainage system outlets will dissipate flow and reduce velocities and erosive potential; • Rip rap stabilization has been sized appropriately based on flow velocity to ensure long term stability of banks; I-5504 Individual Permit Application Page 8 of 13 • New roadway drainage is being directed, where practical, to uplands and ditches/swales rather than direct discharge to surface waters; • At the inlets and outlets of culverts carrying jurisdictional streams, stream realignment is proposed to avoid sharp bends in the streams and prevent future instability; � Unstable eroded stream banks will be stabilized with rip rap armoring where necessary; • Low flow conditions at culverts have been accommodated with the appropriate sizing, grade controls, and burial; • Existing drainage patterns have been maintained to the maximum extent practicable. In addition to the above practices, specific measures have been utilized to maintain water quality: � Sites 1, 2, and 3: Side slopes have been steepened to 1.75:1 adjacent to all jurisdictional impact areas to minimize impacts to surface waters; • Steepened slopes will be reinforced to minimize the potential for future erosion of fill slopes. Theses reinforced fill slopes will be revegetated using NCDOT approved vegetation. • Sites 1 a, 1 c, and 3b: Existing concrete channels currently discharging directly to surface waters will be removed and replaced with a rip rap ditches to aid in velocity and turbidity reduction; • Site 1 c: sheet piling or similar exclusion methods will control turbidity during construction and prevent encroachment onto the Biltmore Estate; • Sites lc and ld: The UT at the outlet of the 14'x14' RCBC (Stream SI) will be avoided except for placement of mats or other devices over the stream (above ordinary high water mark) for construction equipment access; � Site 3b: A rock vein or sill will be constructed at the edge of the dissipator pad to maintain water in the existing 72" pipe that will convey stream base flow. The dissipator pad will be field adjusted, in consultation with USACE and NCDWR, to ensure proper function. • Site 3b: Rip rap stabilization will be extended to 1 foot above the 50 year water surface elevation of the steep slope adjacent to the private access road. Stormwater Management Plan • Two (2) vegetated swales will be constructed at the following locations: 43+50 to 46+00 and 56+00 to 56+50. The function of these swales is to reduce water velocity, promote infiltration, and provide treatment for discharge before runoff enters streams; • Two (2) rip rap energy dissipator basins will be constructed at the following locations: 26+90 RT and 79+40 LT. The function of these rip rap dissipators is to stabilize the stream outlets and reduce stream velocity and turbidity. Compensatorv Mitigation Compensatory requirements for I-5504 are summarized below in Table 3. This project will permanently impact 1,888 linear feet of cool water streams. Of the 1,888 linear feet, 861inear feet are associated with stream bank stabilization that does not require mitigation by the USACE. This I-5504 Individual Permit Application Page 9 of 13 results in 1,802 linear feet of permanent stream impacts requiring USACE mitigation. Of the 1,802 linear feet of permanent impact requiring mitigation, 791 linear feet requires mitigation at a 2:1 ratio, while permanent impacts to lower quality streams (1,011 linear feet) or due to stream realignment (613 linear feet) require mitigation at a 1:1 ratio for the USACE. As the total USACE mitigation requirement exceeds the total NCDWR requirement (Table 1), NCDOT has requested that NCDMS provide compensatory mitigation far 1,8021inear feet of stream impact (791 linear feet at a 2:1 ratio and 1,011 linear feet at a 1:1 ratio). NCDMS will also provide mitigation for 0.04 acre (2:1 ratio) of permanent riparian, non-isolated wetland impacts resulting for roadway fill and excavation. Table 3. Impacts Requiring Mitigation Required NCDMS Mitigation USACE Stream Impacts (linear feetl 1,802 791 @ 2:1 1,011 n, 1:1 Riparian Wetland Impacts (acrel FEDERALLY PROTECTED SPECIES 0.02 2:1 Plants and animals with federal classifications of Endangered (E) or Threatened (T) are afforded protection under provisions of Section 7 and Section 9 of the Endangered Species Act (ESA) of 1973, as amended. As of July 24, 2015, the U.S. Fish and Wildlife Service (USFWS) lists eleven (11) species as threatened and / or endangered, of which one (1) species is listed as threatened by similarity of appearance in Buncombe County, NC. Table 4. Federall Protected S ecies for Buncombe Coun , NC Scientific Name Common Name Federal Habitat Biological Status' Present Conclusion Clemrnys muhlenbergii Bog Turtle T(S/A) No Not Required Glaucomys sabrinus coloratus Carolina northern flying E No No Effect squirrel Myotis grisescens Gray bat E Yes MANLAAZ Myotis septentrionalis Northern long-eared bat T Yes ** Erimonax monachus Spotfin chub* T No No Effect Alasmidonta raveneliana Appalachian elktoe* E No No Effect Microhexura montivaga Spruce-fir moss spider E No No Effect Epioblasma florentina walker Tan riffleshell* E No No Effect Geum radiatum Spreading avens E No No Effect Spiraea virginiana Virginia spiraea* T No No Effect Gymnoderma lineare Rock gnome lichen E No No Effect lr, r._.7.._�___.7 m mt__,.a___a T/O/A\ mt___..4__�.7 a___. w:�..�._._r,.��_..___.._ ... ......,.....b......... � �.................. � �.., � �� �................ ....... � .. ............�� ..� ..i.t....�........... ZMANLAA — May Affect, Not Likely to Adversely Affect * Historic record (the species was last observed in the county more than 50 years ago) **May Affect — NLEB is exempt due to consistency with the 4(d) rule. I-5504 Individual Permit Application Page 10 of 13 Summarv of Species with Habitat Northern long-eared bat In a memo, dated May 4, 2016, the NCDOT Biological Surveys Group states that according to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated May 2015, the nearest Northern long-eared bat (NLEB) hibernacula record is 19 miles east (EO ID 32137) and no known NLEB roost trees occur within 150 feet of the project area. In addition, this project is located entirely outside of the red highlighted areas (12-digit HUC) that the USFWS Asheville Office has determined to be representative of an area that may require consultation. NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule. Gra. �� bat A Section 7 concurrence request was submitted to the USFWS on November 15 2016. CULTURAL RESOURCES In order to comply with Section 106 of the National Historic Preservation Act (1966, as amended), FHWA and NCDOT must evaluate the project's impact upon any extant architectural and archaeological resources, and determine if additional measures will be necessary to mitigate any adverse effects of the project upon any significant properties and sites. Based on North Carolina Department of Cultural Resources' State Historic Preservation Office's (NC-HPO) statewide survey of historic buildings, districts, and landscapes, there is one historic property within the project study area. The Biltmore Estate is listed on the NRHP as a National Historic Landmark and contains 138 contributing resources; comprised of 56 buildings, 31 sites, and 51 structures. An effects assessment among FHWA, NCDOT, and NC-HPO was held in July 2014 to review Options C, F, and G2. As a result of the consultation, Option G2 was determined to have "No Adverse Effect" on the Biltmore Estate and a de minimis finding was made with regard to Section 4(�. Options C and F both were given an "Adverse Effect" call due to their inclusion of proposed highway off-ramps within the boundary of the Biltmore Estate. This project was reviewed by NCDOT under the terms of the 2007 Programmatic Agreement for minor transportation projects resulting in a No Archaeological Survey Required determination on Apri130, 2014. FEMA COMPLIANCE There are no streams within the project limits requiring FEMA coordination. I-5504 Individual Permit Application Page 11 of 13 INDIRECT CUMULATIVE IMPACT ANALYSIS The NCDOT Human Environment Section completed an Indirect and Cumulative Effects (ICE) Screening Report for I-5504 in September, 2014. Overall, the screening matrix results conclude than an Indirect Scenario Assessment is possible. However, given that the project involves modification to an existing interchange, and given current growth trends in the area, this project is not expected to result in induced growth or a change in land use that would not otherwise occur. The project will not notably alter traffic capacity or travel patterns, reduce travel time, affect access to properties in the area, or open areas for development or redevelopment. In addition, there are no notable environmental features identified within the Future Land Use Study Area (FLUSA) which would necessitate more stringent environmental coordination in excess of standard procedures. Overall, the project is not expected to have a long-term impact on water quality in the project area. Direct natural environment impacts by this project have been addressed by avoidance, minimization, or mitigation, consistent with review by the natural resource agencies during the Merger and permitting process. All other developments will be required to follow appropriate local, state, and federal guidelines and permitting regulations. Past development activities within the FLUSA have been consistent with local land use regulations and any development or redevelopment projects within the FLUSA would be subject to all current land use regulations. WILD AND SCENIC RIVER SYSTEM The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic Rivers. ESSENTIAL FISH HABITAT The project will not impact any essential fish habitat afforded protection under the Magnuson- Stevens Act of 1996 (16 U.S.0 1801 et seq.). REGULATORY APPROVALS Application is hereby made for a Department of the Army Section 404 Individual Permit as required for the above-described activities. We are also herby requesting a Section 401 Water Quality Certification from the NCDWR. In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570.00 to act as payrnent for processing the Section 401 permit. I-5504 Individual Permit Application Page 12 of 13 A copy of this permit application and its distribution list will be posted on the NCDOT website at https:ii�let•.set•vices.ncdot.�ov,�pdea%Perm,��p�as/. Thank you for your time and assistance with this project. Please contact William Barrett either at ���aba��rett.�%;llcciot.��o� or at (919) 707-6103 if you have any questions or need additional information. Sincerely, � ..�.�a _,� -' ..� ��' Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head Cc: NCDOT Permit Application Standard Distribution List I-SSO� Indivrdual Permit Appliccrtion Page 13 of 13 U.S. ARMY CORPS OF ENGINEERS OMB APPROVAL NO. 0710-0003 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT EXPIRES: 31 AUGUST 2012 33 CFR 325 Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BY APPLICAN� 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Middle - Last - First - Middle - Last - Company - North Carolina Department of Transportation - PDEA Company - E-mail Address - E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1548 Mail Service Center Address- City - Raleigh State - NC Z�P - 2769 Country - LJS City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 919-707-6100 919-212-5785 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) I-5504 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) See Resource Status section in attached cover letter. Address 15. LOCATION OF PROJECT City - State- Zip- Latitude: �N 35.5340 Longitude: �W -82.6025 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2010 EDITION OF OCT 2004 IS OBSOLETE Proponent: CECW-OR 7. DIRECTIONS TO THE SITE I Please see attached vicinity map and cover letter. 18. Nature of Activity (Description of project, include all features) The I-5504 project involves the modification of the I-26 / NC 191 (Brevard Road) interchange ramps, widening and elevating the NC 191 bridge and approaches through the interchange, reconstruction of the I-26 pavement, paving the median of I-26, and reconfiguration of local roadways. The length of the project along NC 191 is approximately 3,600 feet and stretches from the intersection of NC 191 with the Ingles / Asheville Outlets entrance to the intersection of NC 191 and Old Brevard Road. The length of the project along I-26 is approximately 6,680 feet within the NC 191 interchange area, extending west to tie to the I-26 bridge reconstruction over Pond Road / Hominy Creek that is currently under construction (B-5178). 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The primary purpose of this project is to reduce projected traffic congestion at the I-26 / NC 191 interchange. It will also improve interchange efficiency and maintain safe conditions. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Proposed impacts are required as a result of widening the highway and its shoulders and lengthening/replacing existing hydraulic structures within the project corridor, and construction of new on/off ramps. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached cover letter. I22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres See attached cover letter. or �inear Feet See attached cover letter. I 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter. ENG FORM 4345, OCT 2010 24. Is Any Portion of the Work Already Complete? �Yes QNo IF YES, DESCRIBE THE COMPLETED WORK I 25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property AdjolnS the Waterbody (ff more than can be entered here, please attach a supplementa� �ist). a. Address- See attached Property Owners List. City - b. Address- City - c. Address- City - d. Address- City - e.Address- City - State - State - State - State - State - Zip - Zip - Zip - Zip - Zip - List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' �DENTIFICATION NUMBER ' Would include but is not restricted to zoning, building, and flood plain permits DATE APPLIED DATE APPROVED DATE DENIED 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. �'� -''--�. 11- z � - �iG SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE �� P�+� �� P. S. �A,�,,�� S��. �. The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2010 Mitiqation Services ENVIRONMENTALOUALITY PAT MCCRORY c�,�z,•,�a� DOI`TALD R. VAN DER VAART se���era� � October 20, 2016 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: I-5504, I-26 at the NC 191 Interchange, Buncombe 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 October 19, 2016, the impacts are located in CU 06010105 of the French Broad River basin in the Southern Mountains (SM) Eco-Region, and are as follows: French Broad Stream Wetlands Buffer (Sq. Ft.) 06010105 Non- Coastal SM Cold Cool Warm Riparian � arian Marsh Zone 1 Zone 2 Impacts Q 1,802.0 0 0.04 0 0 0 0 (feet/acres) .�viiic �i uic �ucaiu aiiwvi wG«a��u ��npacw may oe proposea to ne rrungatea at a i: i mitigation ratio. 5ee permit application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, M^-� James . tanfill Credit anagement Supervisor cc: Ms. Lori Beckwith, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: I-5504 State ofNorth Carolina Environmental Quality � Mitigation Se�vices 1652 Mail Service Center � 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T Meeting Notes / Memorandum ap wCRlry e� �°°G r g � � ,q�t '�4�T OF iR0.v`82" Meeting Date: June 8, 2016 8:00 am — 9:30 am (& July 6, 2016 NCDWR Meeting) Subject: Location: Meeting Notes for 4B/4C Meeting TIP Project I-5504 (I-26 / NC-191 Interchange Modifications and I-26 Widening) NCDOT Hydraulics Conference Room, Century Center Attendees: Present from Agencies: Marella Buncick, USFWS Marla Chambers, NCWRC Andrew Henderson, USFWS Via Conference Call: Lori Beckwith, USACE Present from Design-Build Team: Richard Bollinger, RS&H Will Weathersbee, RS&H Jason Talley, RS&H Phil May, Carolina Ecosystems Rob Crowther, Carolina Ecosystems Kenny Haynes, Blythe Dev. Co. Via Conference Call: Richard Kirkman, Blythe Dev. Co. Present from NCDOT: Vincent Rivers, Hydraulics Malcolm Watson, Design-Build Tim McFadden, Design-Build Mark Staley, REU Bill Barrett, NES Carla Dagnino, NES Via Conference Call: Cole Hood, Division 13 Vincent Rivers introduced the project and turned it over to Richard Bollinger of RS&H to lead the discussion. The project was introduced including general location and purpose. This is an interchange improvement project that includes ramp and loop improvements in quadrants B and D and roadway widening along I- 26 and NC 191. Three impact sites are associated with the project: - Site 1 which drains to Westerly Lake and Long Valley Branch - Sites 2 and 3 which drain to Hominy Creek The waters are all Class C, and drain to the French Broad River, which is Class B. No trout, HQW, WSW, or 303d listed streams are present. June 8, 2016 Page 1 of 7 Marella Buncick asked if Hominy Creek was on the 303d list. Phil May stated that a section of it was on the 2012 list but is not on the 2014 or Draft 2016 list. Impact sites were then individually reviewed for comment. Site 1: Richard Bollinger reviewed the existing conditions of Site 1 and the proposed pipe and box culverts to be lengthened to accommodate the required lane widening on I-26 required for the interchange improvements. Site 1A: Minimization efforts throughout the project, including this location, include steepened side slopes to 1.5:1. Will the "s" curve in the existing channel be addressed? o The channel will be relocated to tie directly into the pipe inlet. Does the open stream channel start at the pipe being retained just upstream? o The channel either begins there or there might be a small headwater upstream of the pump station property. - Lori Beckwith stated that this is not a high quality stream. Site 1B: The stream channel in this location is the outlet of a man made retention pond behind the Asheville Outlets. This is the origin of Long Valley Branch. The entire remaining channel between the pond outlet pipe and the cross-pipe under I-26 is riprapped. A small ponded area and wetland, formed mostly from roadside runoff, will be impacted by the fill slopes and drainage. What is the purpose of the 14x14 RCBC at this location? o There are several of these along I-26 apparently for access to the Biltmore Estate. This particular culvert is not in use and does not serve as a drainage structure. The culvert will be extended and remain open. Concern was expressed about the configuration of ditches at Site 16. Will the banks of the stream be armored? o The existing stream currently has riprap, and will receive additional bank stabilization where the ditches tie in. Site 1C: Due to the extension of the two cross pipes, their headwalls will be combined and the existing scour hole at the outlet will be riprapped at the upper end of Westerly Lake. - Is there a live stream at this location? June 8, 2016 Page 2 of 7 o This is a pond impact. The area is a backwater of Westerly Lake and is constantly scoured out. The existing fence slows down debris and wetlands are present on the Biltmore side of the fence. Site 1D: There is temporary impact called out in this area to allow for access and construction of the headwall and RCBC. Bank stabilization will be provided at the outlet of a 15" CMP that will be replaced. - If mats or other structures are laid over the stream, it would not be considered an impact if it is above the Ordinary High Water Mark. o Temporary impacts are shown as a worst case scenario and may be reduced or removed. This site will be further evaluated by the team and revised as necessary for the permit application. Site 2: This site is due primarily to the relocation of Ramp D and Loop D. These are the largest impact on the project. Site 2A: The existing structure will be extended and a slight channel relocation will be required to tie in. - No comments were received. Site 2B: This area will be under Loop D fill. The two smaller streams are intermittent channels formed at the outlet of stormwater pipes from the Toyota dealership. - No comments were received Site 2C: This is the continuation of the main stream channel through the interchange. The banks and stream bed at the outlet of the proposed 72" RCP will be riprapped to reduce velocity in the channel and protect the banks from erosion. Immediately downstream, additional bank stabilization will be added on the left bank where the proposed lateral base ditch ties into the stream. - How steep is the base ditch along the right side of the ramp? o The ditch is steep at the roadway pipe outlet, but flattens out in the proximity of the stream channel. The ditch is lined with riprap due to the steepness. June 8, 2016 Page 3 of 7 Site 3: This is the continuation of the stream that passes under the interchange, parallels I-26, and then crosses back under I-26 at this location. The existing 72" CMP will be retained to carry daily flow, and will be supplemented with a new cross-pipe to assist carrying higher flow stormwater events. The grade of the stream after the existing concrete slab bridge downstream of the project area is steep — dropping approximately 25-30 feet to Hominy Creek. The channel from the existing bridge to its confluence with Hominy Creek is heavily armored with bedrock, riprap, concrete, etc. Site 3A: The stream at the inlet will be relocated and riprapped to tie into the existing pipe. The channel in this area varies in width from 4 to 10 feet with vertical to 1:1 slopes. The proposed channel will be riprapped to prevent encroachment into the roadway fill or sewer line, and channel side slopes will be 1.5:1. - What is the HW/D for the existing pipe? o The existing pipe HW/D is well over 2, and the addition of the supplemental pipe will drop the HW/D to less than 2. No flooding is currently occurring upstream of the pipe. - Could the median drainage be dropped into the existing or proposed cross-pipes? o The fill over the cross-pipes in this area is approximately 30 feet deep. It would be costly and difficult to do that. The channel coming from the north is relatively steep so will be riprapped. - Is the condition of the existing 72" pipe known? o Blythe Development Company has performed camera work. This information is being provided to NCDOT for review. Any deficient pipes will be addressed. All cross-pipes throughout the project will be slip lined. - What size riprap will be used on the project? Biltmore has expressed concerns related to riprap size and stormwater in the past. o Riprap size will be evaluated at each location and reviewed with NCDOT. - Is there sufficient room to construct the relocated channel here? o Access is tight between the proposed roadway fill slopes and the existing ROW/sewer line. The proposed channel relocation has been evaluated and does fit within this area with 1.5:1 side slopes. Site 3B: The stream at the outlet will be riprapped along with the banks, which have some scour at the outlet of the pipe. Channel relocation details will be provided from the outlet of the cross-pipes to the end of the currently shown channel relocation. - Is the existing rock in the channel natural and is any blasting needed for construction? June 8, 2016 Page 4 of 7 o Primarily gravel and cobble is present in the channel, and no blasting is anticipated. The bedrock is exposed downstream of the existing concrete slab crossing outside the project area. How will the ditch be connected at the end of the relocated channel? It seems that the ditch angle of confluence with the relocated channel would be a concern. o There will be a drop from the proposed ditch into the relocated channel. Daily flow and small storm events will flow well below the elevation that the ditch ties in to the channel. This entire area has steep slopes, and during large events the water coming down the ditch will easily confluence with the stream flow and move downstream. Riprap will be placed in the relocated channel to an elevation at least one foot above the 50 year water surface elevation. - How will the ditch south of the outlet tie into the stream? o The ditch transitions from a cut to fill ditch. The fill ditch, which is currently not shown, will be shown and lined with riprap. The proposed ditch will tie into the stream channel in roughly the same location as existing. A concrete ditch is being removed upslope and replaced with the riprapped ditch. General Questions: Permit Impacts What is the total permanent impact to streams on the project? o Current design results in approximately 1370 feet of permanent impact (pipe and fill). There is approximately 600 feet of bank stabilization and stream relocation with 500 feet of that associated with Site 3. These numbers are preliminary and subject to revision. Lori Beckwith requested that the impacts be broken out by type in the permit application. o The Team has been working with Bill Barrett on this and will have all the impacts broken out by type. Will this be an Individual Permit application? o Yes. Median Shoulder Reconstruction: The DB Team would like to do minimal shoulder reconstruction in the median of I-26 this fall, prior to the permit approvals but after the submission of the application. This would allow traffic to be moved immediately once winter weather is passed and the permit issued. The work would be contained within the median and not impact jurisdictional areas. Four feet of existing paved shoulder would be removed and replaced with 6 feet of paved shoulder. The guardrail would be reset for traffic control. No additional median work and no impacts to drainage structures would occur. NCDOT can send a letter documenting the work and lack of jurisdictional impacts. June 8, 2016 Page 5 of 7 - Lori Beckwith stated if there are no impacts to Waters of the US then no permit is required. This should be reviewed by SHPO and NCDWR to make sure there are no issues when the permit is under review. The fact that work has been done cannot be used to justify the project. Historic and threatened/endangered species issues should be cleared first. o The Team will coordinate with NCDOT, SHPO, and NCDWR to ensure that they approve prior to work beginning, and a letter sent through NCDOT. - Marella Buncick stated that this is similar to a maintenance project. Rain events could contribute to sedimentation in streams from the minimal disturbed area. There are no threatened/endangered species issues on this project. o Adequate erosion control measures would be implemented for this phase of work. With no further comments the meeting was adjourned. Additional Meeting with NCDWR (Kevin Barnett) on July 6, 2016 A web conference call was held with Kevin Barnett, (NCDWR), Stephen Morgan (NCDOT Hydraulics), Bill Barrett (NCDOT NES), Richard Bollinger (RS&H), Will Weathersbee (RS&H) and Phil May (Carolina Ecosystems) to review the impact maps presented in the June 8, 2016 agency meeting that Mr. Barnett was unable to attend. The project was reviewed by Mr. Bollinger and Mr. May in a similar manner as the June 8, 2016 meeting described above. The following comments are being added to compile all agency comments into one document: - Kevin Barnett stated that he has received and reviewed the meeting minutes from the June 8, 2016 agency meeting and he is good with those minutes and has no concerns. - Kevin Barnett asked to ensure that the proposed 1.5:1 slopes at site 1C and 1D would be stable, and is not concerned if it requires riprap vs vegetation for the reinforced sections as long as the slopes do not promote erosion and sedimentation of downstream waters. - Kevin Barnett asked if any grade control structures would be placed in the UT to Hominy Creek below Site 3 to ensure stream stability. Phil May answered that no grade control should be necessary; this section of stream drops quickly below the concrete slab "bridge" at the edge of the project limits down to Hominy Creek. The substrate of the channel includes bedrock, boulders, cobble, and large rubble such as rock and concrete, and therefore is very stable. - Kevin Barnett said he agreed with the layout and concept of Site 1 and Site 2 and he had no concerns with either site. - At Site 3A Stephen Morgan recommended extending the temporary surface water impacts and temporary drainage easement to encompass the small tributary that crosses under the sewer line up to the outlet of the existing pipe in order for dewatering of the construction area as the primary stream is relocated. - Kevin Barnett discussed the outfall location of Site 3B, particularly the use of a rock vane or other grade control such as a rock sill just beyond the "plunge pool" at the outlet of the 72 inch June 8, 2016 Page 6 of 7 pipe. This could be used to maintain water in the existing pipe that will hold daily flow, while also allowing for a velocity reducing dissipation pad at the outlet. Kevin Barnett suggested including a standard detail for a cross vane or sill in the plans, with a note that the on-site engineer will adapt the design in the field to ensure proper function. This will allow some flexibility in constructing the sill/cross vein to meet field conditions without requiring a permit modification. DWR is willing to meet on site during construction to assist in the determination of the final construction of this structure. - The median shoulder work that is anticipated to occur, after NCDOT approval, in September 2016 prior to permits being issued was discussed. NCDWR does not object to this activity as it does not require a permit and will occur outside jurisdictional areas. A letter is being prepared for NCDOT review and will be sent to the agencies documenting this plan. If any recipient of the meeting notes would like to add comments or feels a comment is erroneous or needs to be expanded, please feel free to contact Stephen Morgan at (919) 707-6739 or by email at smor�an@ncdot.gov. Copies to: Meeting Attendees June 8, 2016 Page 7 of 7 I-5504 Agency Meeting NCDOT Hydraulics Conference Room June 8, 2016 Si n In NAME/ ORGANIZATION PHONE NUMBER EMAIL ADDRESS 1 �i ��►�9 �o�l�,�yQ� �►I���(8a �oGG �� �4,a�.hn�la�arC� �Sa�nd�-�,cow �/�1�� ��� ��/i �� % � � -Z � 2 � �.���� �i�G���%�� /?%/ / � �'7� ��G�l 3 ! n.� /' % � I /�iP/'i �l ! ���"' �/ ! L! � ✓/i%I'�1�0�'� i1�i�d r5d (/ �r� � q' �d� �b���-2'� G � "1 " � ``�'J �i Q � � � �' �O � trJ-��-C,( �C o,I ni� � Pfr..�. E w� b.�o� � Caro� � �� � rn`��s�e+rn5 P �: � M�.� 5 �I �%t �°l -� D�-� � b� p!� � I, v� a�� Q c�.�l; �A e�. o. c.a �-G� � � � �t A ��j S�ir�^. �IGL �,q�IlILE7-T 6 _ � l�t -'. ���-C9 � �� �a�arr 2�"� n ca���- ���v �cvvT - � �s ��C/U/lj� �14�/N2.5' � .. �^f � �`p �/ uc� . t � � '� �{ � ti�+y�✓es�. �l�fl���� 1��.�� .�t I�/ �L'P�� lX�yL � jP�'�N ! ��.l.C� g � ��`�-� �2C�-�I��CA ' R s . �-� �k�,� .-4��� �. , r�...�- �na(�'�J e�nc�e��on 9 � 28 r �1 � f�� V� �/�• V�e� � I'M K/ ��10� LJ��V I � (� 5 �sl�� 1��� I �Q �er��cc � �° r���o 1 r�.1J4� 1-'70�-(6 �lf C� �� Q�.�a�•y ov 10 q � � �c� oT AQs: K. �� l� S I-5504 Agency Meeting NCDOT Hydraulics Conference Room June 8, 2016 NAME/ ORGANIZATION Jf �„r,r� Mv�r a�� 11 �Gbo � _�i� 12 � ``ti1 W e�,���oee �,s�-�t �r,��(� ��Nc� C.� 13 U' ` 14 a� la �k a�L��'s °��.���16 17 °��,18 19 20 ����' G�r� �� ����� C'�l� ��� �' Sign In PHONE NUMBER �L°I. - � p�_ � �� 5 Zo�fi go� �7/� �2�—ZS�-��3g kZ3� -�D�.- °l��e �1��� �i v "1 � I I� �I � �i C�� �D --. ��� EMAIL ADDRE5S -�l-' �n � r�cd�,� !�' I I .1�1e�t,-�'1�rsbe�G� rsa.hd k � rr1u� Z�- .�vv��' `-�`- � ,�, � - �`''� v�tar�a � G�awt����' � n�w � ��1 �` � t o � � C: hnoc� G� ncr�o t� �vv ��� az' .�,� : �, �., �% �hJ4���,� ��� h���d r�cr�. � 5 � 'C� �� � S\�dvl� r/l,� h ��i�i.e �ev� Project Tracking No.: 14-04-0001 ��' NO ARCHAEOLOGICAL SURVEY RE UIRED FORM Q �:.� :: , ,� This form only pertains to ARCHAEOLOGICAL RESOURCES far this project. It is not ;�+?:'�; � � valid for Historic Architecture and Landscapes. You must consult separately with the �` ` f ' � �''''���.:....:� Historic Architecture and Landscapes Group. �} '� PROJECT INFORMATION Project No. WBS No: I-5504 45552.1.1 F.A. No: IMF-026-1(191)47 Federal Permit Required? � Yes County: Document: Buncombe CE Funding: ❑ State � Federal ❑ No Permit Type: Not known as of yet Project Description: The project is for the interchange modification at I-26 and NC 191 (Brevard Road) in Buncombe County (Figure 1). The a�chaeological Area of Potential Effects (APE) for the project �uns for approximately one mile (1.6 km) along I-26 and approximately 0.6 mile (0.97 km) along NC 191. From the center of the Bridge on NC 191 over I-26, the APE corridor extends for a half-mile (0.80 km) north and half-mile south along I-26 and 0.3 mile (0.48 km) northeast and 0.3 mile southwest on NC 191. The width of the corridor varies to include the current on/off ramps and newly proposed ramps and side road improvements. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The I-26 and NC 191 interchange modification project is located in the southwestern portion of Asheville in Buncombe County, North Carolina. The project area is plotted in the southwestern corner of the Asheville USGS 7.5' topographic quadrangle (Figure 2). A map review and site file search was conducted at the Office of State Archaeology (OSA) on April 17, 2014. No previously recorded archaeological sites have been identified within the APE, but 10 sites (31BN122, 31BN746-31BN752, 31BN835, and 31BN898) are reported within a mile. According to the North Carolina State Historic Preservation Office online data base (HPOWEB 2014), the National Register-listed Biltmore Estate (BN 1835) falls within the eastern archaeological APE boundary (see Figure 1). Input from the Federal Highway Administration is recommended regarding the potential need for consultation with the Advisory Council on Historic Preservation (ACHP) concerning impacts to the property. All other properties found within the APE are covered by Programmatic Agreement. Topographic maps, USDA soil survey maps, aerial photographs (NC One Map), and historic maps (North Carolina maps website) were utilized to gage environmental and cultural variables that may have contributed to prehistoric or historic settlement within the project limits and to assess the level of ground disturbance. The currently proposed project will impact mostly disturbed areas affected by past road construction and urban development. The landform is a broad ridge, which drains north and south into tributaries of the French Broad River (Figure 3). Two unnamed tributaries are crossed by I-26, one to the north and the other in the south. The stream channels at each crossing within the APE have been previously modified during the construction of I-26. Development within and adjacent to the project limits consist of a shopping mall, a car dealership, large stores, hotels, paved parking lots, major and minor roads, and residential housing. Households are located along Pine Lane on the northeastern edge of the APE. Minor "No ARCHAEOLOGYSURVEYREQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 1 of7 Project Tracking No.: 14-04-0001 ground disturbance is most likely present on the Biltmore Estate to the east and in the wooded areas adjacent to I-26. According to the USDA soil survey map, the Udorthents-Urban land complex (UhE) encompasses the property along I-26, while Urban land (Ux) makes up most of the property on NC 191 (Figure 4). These soil types either consist of cut/fill areas where the soil and underlying material have been removed or the land is covered with impervious material. It is very unlikely for any signi�cant or intact archaeological sites to be present on these soils due to ground disturbance. To the northeast along the residential properties, the soil types include the Evard-Cowee-Urban land complex (ExD), the Clifton-Urban land complex (CuC), and Tate loam (TaC). Although these areas are well-drained, characteristics of these soil types such as urban development and slope of 15 percent or more are deterrents for significant cultural resources. The Tate loam has the most potential of yielding any cultural material, but this series is located in a narrow drainageway with no substantial landforms that could contain a significant archaeological site. Lastly, the Biltmore Estate includes Clifton sandy loam (CsB, CsC, and CsD). This series is well- drained with a slope of 2 to 30 percent. The fairly level areas have the potential of yielding archaeological sites, but the APE covers only a minimal extent of the property. A review of the site files show that most of the APE has been previously investigated (see Figure 3 and 4). The northern portion of I-26 was covered during the Archaeological Survey and Evaluation for the I-26 Asheville Connector in 2005-2006 (TIP I-2513 Section C). A series of shovel test were excavated along the west side of I-26, which yielded negative results. No subsurface testing to the east was carried out due to a lack of level and dry landforms. This included the narrow drainageway on Tate loam within the currently defined APE. A second archaeological investigation covered the northwestern section of NC 191. This was the Archaeological Survey and Evaluation of Proposed Improvements to NC 191 conducted in 2005 (TIP U-3601). Shovel tests were excavated on both sides of the road including Biltmore Estate. Although nearby sites 31BN746-31BN752 were recorded during this project on the Biltmore property, none are situated within or adjacent to the APE for the interchange. A limited area to the west and southwest along the Biltmore property was not tested. However, this area appears to consist of an embankment of fill used in elevating I-26 and a drainageway to remove water away from the roads. It is not anticipated that any significant archaeological sites would be in this area that could contribute relevant information towards the Biltmore Estate due to previous disturbances from road construction. Lastly, a historic map review was conducted, which provided no important information concerning the history of the region. Maps examined include the 1901 USGS topographic map for Asheville, the 1903 soil map for the Asheville vicinity, the 1920 Buncombe County soil map, and various State Highway maps for Buncombe County from 1930 to 1968. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The defined archaeological APE for the proposed interchange modification at I-26 and NC 191 in Buncombe County is unlikely to yield any intact and significant archaeological deposits. This is due to urban development which has contributed to sever ground disturbance and previous archaeological investigations within the APE that have produced negative results. The extent of the APE onto uninvestigated properties is minimal and fall mostly on disturbed soils. For those areas outside of the Biltmore Estate, no additional archaeological work is recommended, as long as impacts to the subsurface occur within the defined APE. If work should affect subsurface areas beyond the defined APE, further archaeological consultation will be necessary. While no archaeological investigations are recommended for this project as currently proposed, portions of the APE are within the Biltmore Estate, a designated National Historic Landmark (NHL). It is recommended that the PDEA project manager far I-5504 seek input from the Federal Highway Administration regarding the potential need for consultation with the Advisory Council on Historic Preservation. If it is determined that this undertaking may affect this NHL, "No ARCHAEOLOGYSUR VEYREQUIRED "form for Minor Transporlation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 7 Project Tracking No.: 14-04-0001 the Federal Highway Administration is required to take the action as set forth in 36 CFR Sections 800.6 and 800.10. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGYSURVEYREQUIRED � C. Damon Jones NCDOT ARCHAEOLOGIST II � Photos ❑Correspondence Other: Images from historic maps ClI�Z17f[! Date "No ARCHAEOLOGYSUR VEYREQUIRED "form for Minor Transportation Projects as Qua/ified in the 2007 Programmatic Agreement. 3 of7 r'f!�.-: 6 Pr•oject Tr•aclzang No.: 14-04-0001 ���� �,, , if . �" � �� 3�: sd �i���`��• �' zi�. f. � i � p , <'f�. � r.. •r t+.� .t� . _ y �..� . � � � ;�, `: � �_ �' �."..�� I � �t�4� ' { . � � �i�� n � �� � Rr �'" .., ' �� '� �` , �' . . ,' �"�,!�.. ,?y�:4 � s� ; � , � ".. ��,� �. � p �. + ]{�' 1 � ' y�'/ � � 1 J . . r� ! . , . ,� n �(.7 � � � � �'+� - I r ) �, � � qy ~� � � 1'l� , ;.t,, J ~� � � ♦ � � J f -) ���y!(� � `� � 1� ,I� , �• �,�� ' ��, R �^ � ,��.� �v*� Y ��;'. �i,.,K�y 7� ��.� i��u����Y ��� F''.l "�." T .( .��e4l��^\� 'fA'~�'� }� 5Y � ��JI�' , .�„�' V ,��, a trs `'•�-?�, f � i y; . s �:p. '�' ,r '"_ � �Cr�* �..; ���'f����������,� I� '�F`• • 1 �'� ' ;4•"� sS' � 1 f �, :•i�i'� �' .� , ��+'.• '�r .^,� y«, � , �.,� °Yx.�:�. '� . 'C .. 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'� �'r : "� • +'` �'� r +' � �I.� � ' '� t� ` - / • .` , ���� j� , � - w � � s �,r r' •'`� _ � .. ''��►'�► ..�►.:. � �� �. � � � '�uT � � `, ti 1' \'t'�+�'� , � _ � � "•'� ; _ 1�1�� �' � '�' _ ` � � .. \ _- �� �;' a., , o �.f ,, � 'r=- ;;E ��, � ,�• �. .��,., � �. Streams � � ;--�,r -�'c� k �'I „ � �''" ; , � �� Fia,. " 1..`;"��,' �.�r� .. _� ��,• . _ ,����'�� � h �r �� � � r� ��� ,�-�K*�� : 1 -' 1`� .3'"� � �..tV Buncombe Counfy 0 2,aoo N Feet 0 600 W E Meters S Figure 1. Aerial Photography of Design Plans and the APE. "No ARCHAEOLOGYSURVEYREQULRED "for�nv for Minor Transportation Projects as Qua[ified in the 2007 Progranimatic Agreement. 4 of 7 Project Tr•aclzing No.: 14-04-0001 Figure 2. Topographic Setting of the Project Area, Asheville (1961, photorevised 1991), NC, USGS 7.5' Topographic Quadrangle. "No ARCHAEOLOGYSURVEYREQULRED "for�nv for Minor Transportation Projects as Qua[ified in the 2007 Progranimatic Agreement. 5 of7 i � a � ����� ��`�"'�-�-�^,tl� `i �. �,, �� �. �,..`�, ; �+. � ���: L��`�.. ,. � t�' —. , � �.+�i+�sr'�' '� ��.; � �� � ��� M,� �� c � Project Tr•aclzing No.: 14-04-0001 � 1 � � s - � � f� n'� �'� � r � � �' r`.. ,r� � �.,` � �;�: �.�'�� � � � �-'� ,� �.���r�` '�y�'� i� " l a�' �'i,� " � , �. � 4 i,j�•'� J; � �'' :� ��-�:- �dM�� 4�����: "' �'��``.'_'' - -..� � '� t,-� i>•`* r �y�,t_ ! :�.tr , . �� 1 � �-'�e. � — �'q. 1 tr'��� „:�7�, .� ��5 �. ,, , t � �' � �� � -1, � `� °� 'r '� �;�+`.t�. �s ,. '� 1` ,, � ' � � _ '� � �� �` ' .'� �., _ ���� : �. ,� , , ,� � �� � . . ����• i �, � �' � Ft'-__,:" .�_— � �' .- ' :, �i R . � � ��- � . ��'.:��' '�,,�� :�:;�'_:,�:�" ; �°- ✓ �, �':� r � - � �„���. - � �+e��. ...�..: . • � � ��, "� .. .. s �� � + i '* - . 6-5504 �. '� �� APE (Red) i�,� � � �'�`.� � ' � -"��� �� � .� ��' � �� �"� "M" - � `� ? � �� � � U-3601 Project �rea �� =r }�r'`; ' �1`` :•, � � I-2513C ProjectArea ' � � �ti ' � d; _ ;o�i Streams r},;, , ; � ��� Soils �" �-- �`�� � ��� ��( �- � � ��tv, .:; : . ��'^�' v �' 'v�l � �';� �'��� n ! � � �� � a ��6� I S '���, ��: �►.1� C5B _ _ � � . ,y 0 2,000 N -� '��'� � � � �� �-f�;� r� ��,�-�K*.� , Feet �w� ��"��" ' 0 600 W E � �� Meters S Buncombe Counfy Figure 4. Aerial photograph of the APE showing soils, development, and previous archaeological investigations within and near the project area. "No ARCHAEOLOGYSURVEYREQULRED "for�nv for Minor Transportation Projects as Qua[ified in the 2007 Progranimatic Agreement. 7 of7 Project No WBS No. : Fed. Aid No Federal Project Tracking No. (Internal Use) 14-04-0001 HISTORIC ARCHICTECTURE AND LANDSCAPES ASSESSMENT OF EFFECTS FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. I-5504 45552.1.1 PROJECT INFORMATION Counry: Buncombe IMF-0261(191)47 �'�■!� Document I CE Funding: Permit State IXI Federal USACE Proiect Descrivtion: Interchange modification at Interstate I-26/NC 191 (Brevard Rd) in Asheville SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities, results, and conclusions: Review of HPO maps conducted on 5/1/2014 which identiiied one property, Biltmore Estate (BN 0004, NHL) within the APE. No survey recommended since the area was extensively surveyed for the U-3601 project in 2000. Project engineer notified of presence of NHL and requirement for effects assessment and possible ACHP and Department of Interior involvement. ASSESSMENT OF EFFECTS Property Name: Biltmore Estate Status: NR, NHL Survey Site No.: BN 0004 PIN.• 963647977000000 Effects ❑ No Effect � No Adverse Effect � Adverse Effect Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007 Programmalic Agreement. Page 1 of 2 Explanation ofEffects Dete�mination: Three alternatives considered for Interchange Modification: 1. Option C: new off ramp constructed within boundary of Biltmore Estate = Adverse Effect 2. Option F: diverging diamond, new off ramp constructed within boundary of Biltmore Estate, more ROW needed than for Option C= Adverse Effect 3. Option G2: only requires temporary construction easements within boundary for ditch and shoulder work along I-26 = No Adverse Effect and de mimimis List ofEnvironmental Con�mitments: **FHWA Intends to use the SHPO's concurrence as a basis for a"de minimis" �nding for the following properties, pursuant to Section 4(f�: Biltmore Estate SUPPORT DOCUMENTATION ❑Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence �Design Plans FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE Historic Architecture and Landscapes —ASSESSMENT OF EFFECTS NCDOT Architectural Historian Date State Historic Preservation Office Representative Date FHWA Representative, for the Division Administrator Date Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportatian Projects as Qualified in the 2007 Programmalic Agreement. Page Z of 2 k li�;l lr�'<14' North Carolina Department of Transportation �� SL[�1'111�YdtPf Highway Stormwater Program ���' STORMWATER MANAGEMENT PLAN ��--• (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 45552.1.1 TIP No.: I-5504 County(ies): Buncombe Page 1 of 4 General Project Information WBS Element: 45552.1.1 TIP Number: I-5504 Project Type: Roadway Widening Date: 11/2/2016 NCDOT Contact: K. Zak Hamidi, PE Contractor I Designer: Jason Talley, PE Address: 1595 Mail Service Center Address: g601 Six Forks Road Raleigh, NC 27699-1595 Suite 260 Ralei h, NC 27615 Phone: 919 707-6629 Phone: 919 926-4106 Email: khamidi ncdot. ov Email: 'ason.talle rsandh.com Cit ITown: Asheville, NC Count ies): Buncombe River Basin s: French Broad CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 1.21 Surrounding Land Use: Commercial, single-unit residential, undeveloped forest, light agricultural Pro osed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 62.0 ac. 31.2 ac. Typical Cross Section Description: I-26 - per side, 2 to 4 12' travel lanes with 14' FDPS. 26' paved center median I-26 - per side, 2 12' travel lanes with 12' FDPS. 110' to 120' total roadway width with a grassy NC-119 - per side, 2 to 3 11' travel lanes with 5' bike lane and 2 ft. curb and gutter. 5' median. sidewalk with 4.5' grassy buffer. 22' to 46' raised monolithic median. NC-119 - per side, 2 12' travel lanes with 12' turn lanes and variable 2.5' curb and gutter. North of I-26 has a 2.5'-14' variable raised monolith median and intermittent 5' sidewalk. South of I-26 has a 5-28' rasied monolith median and an intermittent 6'-8' sidewalk. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 118,300 Year: 2040 Existin : 95,900 Year: 2016 General Project Narrative: The purpose of I-5504 is to reduce projected traffic congestion at the existing NC-191/I-26 interchange through reconfiguration of the interchange, including the widening and pavement (Description of Minimization of Water reconstruction of I-26. The proposed improvement includes retrofitting the existing ramp configuration to increase the distance from existing 850 feet to 1900 feet along NC 191 (Brevard Road) Quality Impacts) separating the signalized ramp intersections. The median of 1-26 will be paved and median barrier installed as part of STIP Project 1-5504 so that traffic can be maintained during construction. The limits of inedian paving extend in both directions on 1-26 to where ramp tapers will match existing pavement. The median paving on 1-26 will be extended westward to match with STIP Project B-5178; the replacement of 1-26 bridges over Hominy Creek and Pond Road. The connection will provide lane balance for safer travel on 1-26 without as many lane changes. The typical cross-section for 1-26 shows a paved median and new traffic lanes, some of which will be striped-out until the full I-26 corridor project is completed. The proposed project includes widening the eastbound 1-26 ramp at its intersection with NC 191 (Brevard Road) and closing Rocky Ridge Road at NC 191 (Brevard Road). Access to residences and businesses on Rocky Ridge Road will be relocated to a new road to be built on the south side of the existing PETCO Animal Supplies store. The intesection of NC 191 with the westbound I- 26 on-and off-ramp will be relocated to a new location that is approximately 1,150 feet northeast of the existing ramp intersection. The relocated westbound off-ramp will be elongated around the perimeter of the Jim Barkley Toyota dealership, increasing the deceleration distance and vehicle storage space considerably. The relocated on- and off-ramps will intersect NC 191 (Brevard Road) where Pine Lane now intersects. The Pine Lane intersection will be relocated several hundred feet to the northeast to intersect with a right-in I right-out only type of intersection. There are no Outstanding Resource Waters, High Quality Waters, water supply watersheds, trout waters, anadromous fish waters, Essential Fish Habitats, Primary Nursery Areas or 303(d) turbidity or sedimentation-impaired streams within one mile of the project area. Aquatic habitats within the project study area consist of wetlands, perennial and intermittent streams, and ponds. The project will address increases in impervious surfaces in the individual project design through the use of BMP's. Cumulative effects to these resources were determined to be Medium to Medium-Low due to the lack of comprehensive protection standards and ordinances, potential of urbanization and suburbanization, and presence of BMPs. Waterbody Information Surface Water Body (1): UT to Long Valley Branch NCDWR Stream Index No.: 6-75 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? N/A 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) k Ilt;hr�'<lw' North Carolina Department of Transportation r :7l i 7!`i 1 i1 \�`�.1#PT . . Highway Stormwater Program �'' STORMWATER MANAGEMENT PLAN °'��t'::«''� (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 45552.1.1 TIP No.: I-5504 Count (ies : Buncombe Page 2 of 4 Additional Waterbody Information Surface Water Body (2): UT to Hominey Creek NCDWR Stream Index No.: 6-76 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SD Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? N/A 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) / '.: � 1 it�;h.���xr' North Carolina Department of Transportation S lClY1 t]�bdff"[' Highway Stormwater Program �;i STORMWATER MANAGEMENT PLAN �' •-- "' (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 45552.1.1 TIP No.: I-5504 County ies : Buncombe Page 3 of 4 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 6 Sta. 43+50 -L- to Sta. 46+00 2.0 6.0 6.0 0.6 62 250 1.10°/ 1.1 1.3 1.4 1.4 No No � Sta. 56+00 -L- to Sta. 56+50 2.0 6.0 6.0 0.4 42 50 3.80°/ 1.3 1.7 1.7 2.3 No No Additional Comments 1 ll�;fl�t°tl�' North Carolina Department of Transportation SlCll"17]4Vci#f�'�' Highway Stormwater Program �! STORMWATER MANAGEMENT PLAN `— ` (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: I-5504 Count ies : Buncombe Pa e 4 of 4 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 5 Sta. 26+g0 RT-L- (1)UT to Long Riprap Energy Class II 145.0 Culvert 1-66", 1-60" 193.0 N/A Valley Branch Dissipator Basin 9 Sta. 79+40 LT -L- (2)UT to Riprap Energy Class II 150.0 Culvert 1-72", 1-60" 199.0 N/A Hominey Dissipator Basin Additional Comments � Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � d` � O V • � � V `1 � O V See Sheet 9A Fo� Index of Sheets See Sheet iB For Conventional Symbols -L- STA.16 + 45. 00 BEGIN TIP P. -L- STA. l9 + 2 ` THlS PROJECT IS WlTHIN THE MUN7CIPAL BOUNDARIES OF ASHEVILLE. THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS TO INTERCHANGES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LLMlTS ESTfIBLISHED BY METHOD LI. DESIGN EXCEPTION REQUIRED FOR THE HOR/ZONTAL l2ADII OF -LPD- AND -RPD-. L ��1� 1L 1L"e �ll" �\� U,�� 1 1L1L �a����Ul1L�+��s�'� �������� �� �������� B U1�lCOMBE CO U1�TY LOCATI011I: I-26✓/111C 191 (BREVARD ROAD) I11lTERCHANGE MODIFICATIOIVS AND I-26 WIDE11lI111G A1VD PA VEMENT REC011tSTR UCTION TYPE OF WORK GRADI11tG, DRAI11tAGE, PAVING, STRUCTURES, CULVERT, RETAINI11lG WALLS, SOU11lD WALLS, SIGNALS, AND SIG11lI11IG WETLAND AND SURFACE WATER IMPACTS PERMIT Tp �l J ��s,1r �L ��J�, 9 � � �� �� � %a�- �� � I BEGIN BRIDGE o J —YRT— STA. 31 +34.37 + o � �� PERMIT DRAWING SHEET 1 OF 26 Nq\ a,�HSRs 2��) TO ASHEVILLE � DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepored in fhe Office of: gyDRAULIC DESIGN GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSF�H ExcrxEEx ADT 2016 = 95,90o ARCHITECTS ENGINEERS-PLANNERS, INC. $� 2$ 0 $0 1�� 8601 S!X FORICS ROAD, SULTE 260 NOTy' ADT 2�4� = 118,3�0 RALE/GH, NC 27615 0� � LENGTH ROADWAY TIP PROJECT I-5504 = 1.212 MILES �� e'��� D H V = 10 % 2012 ST9NDARD SPEClFICATIONS �� P PLANS D= 55 % LENGTH STRUCTURE TIP PROJECT I-5504 = 0.000 MILES j,E � � SIGNAT[JRE: Gq � 50 25 0 50 100 T= �q %+ TOTAL LENGTH TIP PROJECT I-5504 = 1.212 MILES RIGHT OF WAY DATE: JASON TALLEY, PE � g rno�Ecr EvcrrEFx ROADWAY DESIGN � o V= 70 MPH FEBRUARY I6.20I6 ENGINEER PROFILE (HORIZONTAL) �`���. ���� *(TTST =10% + DUAL =4%) *NOTE: EASTBOUND LANES USED TO CALCULATE LENGTH OF PROJECT. e� p�wN�@ l0 5 0 l0 20 LETTI1YG DATE: ALLISON DRAKE, PE FUNC CLASS = INTERSTATE FEBRUARY l6, 2016 PROJEcr DEsrcN ENcrNEEx K. ZAK HAMIDI, PE PROFILE (VERTICAL) xcvor coNrAcr PE SIGNATURE: DETAIL A SPECIAL LATERAL BASE DITCH I No�,o s�oie� G�ound 2. � arioble d '� D �� FIISIope ccoiEaii�E B Min. D= 2.5 F. Mox. d= 2 Ft. •when B is < 6.0' g= 2 F�, Type of liner- Closs B Rip-Rop FROM STA.20 �-75 TO STA. 23+00 RT -L- DETAIL G CHANNE� CHANGE �Hot�o s..nle7 G��.ai ou�d 7:/ p 1�� G�o��d d ceo�eMlle B� Min. D= 2 Ft. Max.d- 1 Ft. 8= 6 Fi. Type of Liner= Class B Rip-Rap FROM STA.24-27 70 STA. 24+45 LT -L- FROM STA. 57 �-75 TO STA. 57+95 LT -L- DETAIL O SPECIAL LATERAL BASE DITCH �Ho�io s�aie� �ral FII Gro�nd 6�� p b\o�e� Slope F u Min. D- 3 Fi. 8= 2 H. FROM STA. 16+00 TO STA. 20+00 RT -RPB- DETAIL V SPECIAL LATERAL 'V' DITCH �Ho��o sai�� F'ill Gr��ral y.1 °� SIOPe ond a:l D �oe� d ceo�ex�ile Min. D= 4 Ff. Type of L�ner- Class I R�p-Rap Maz. d= 1.5 Fr. FROM STA. 76+76 TO STA. 78+40 RT -RPD- DETAIL CC BANK STABILIZATION �Nof�a Smle� 10'min. -1.5 FT. roun Difch 1-5'min_ Grade GEOTEXTILE Type of Liner= 18 TONS, Clazs I Rip��ftop Geotex�ile= 26 SY FROM STA. 68+07 TO STA. 68+34 RT -L- DETAIL II L4TERAL'V' DITCH ( Nol lo Scale� Goturol � Fill ro��d :� p '� �..hr. Sloa� d Gcolcxrilc Min. D= 1.5 Fi. Mox.d= 1.5 Ft. Type of Liner-- Class B Rip-Rap 6= 5 Fi. FROM STA. 78+25 TO STA. 79-85 RT -L- DETAIL B SPECIAL LATERAL 'V' DITCH i No� io s�oie� F111 r I 1� �( 51ope G�ound 7�� D Fot\ a Gco�ex��lc Min. �- 1.5 Ff. Type of Liner= Closs 6 Rip-Rop Max. d= 1.5 Ft. FROM STA.22+40 TO STA. 24+30 LT -L- DETAIL H LATERAL Ba SE DITCH ( Na, s�aie� ��rol 3 F'�ii �,o�nd d -J p �"h�. sloae GEaTE%�ILE g Min. D= 4 Ft. Max. d= 2 Ft. 'When B'is �- 6.0' 6- 2 Ff. Type of Liner= Closs B Rlp-Rop 6= VAR 1.5-5 Ft. FROM STA.26+50 TO STA. 28+10 LT -L- FROM STA. 28+25 TO STA.28+75 LT -L- FROM SiA. 29+00 TO STA.30 �-00 LT -L- DETAIL P SPECIAL LATERAL BASE DITCH �no��o s�oie� �rol � o� Fill Ground 6.� p b��o��e� Slope E u Min. D= 1 Ft. B= 2 Ff. FROM STA.39+00 TO STA.42-50 LT-L- DETAIL W SPEGIAL CUT DITCH wMINGE � No� m s�me) NvNral Ground 9p S, ` ek \ Ns� 6�l D 3�� o�cl� fi.0' Slopc 6 Min. D= 2 Ft. B= 2 Ff. FROM STA. 62+00 TO STA. 62+50 LT -L- DETAIL DD STANDARD BASE DITCH �No�ro Scole) Gr��ai How,oi ound 7�� .��� Graun d � Gea+ex��ie B Min. D= 1 Ft. `Whe� B'is < 6.0' B- Z Fi, Type of Liner- B Ri{NRap FROM STA. 68+30 TO STA. 69+00 RT -L- DETAIL C SPECIAL L4TERAL BASE DITCH I �o� �o s<oi<I N lurol Ground 7;� D �', Fillslope d GEoiE%LILE � 8 Min. D= 2.5 Ft. Max. d= ] Ft. �wMen B is -. 6.0' g= 2 F� Type of L'iner= Class I Ri�Rop FROM STA. 23+00 TO STA.24-25 RT -L- DETAIL I BANK STABILIZATION (Noi♦o s�ai�� to'mm. naw.ai Di�ch - 1 �. round Grode ��0'm'in. GEOTEXTIIE Type of Liner= l TONS, Class 8 Rip-Rap Geo�extile�- 5 SV FROM STA. 30+48 TO STA. 30-53 RT -L- DETAIL Q STANDARD BASE DITCH � No� �o scale� No�urol Ground 6.� D 6� Groun Min. D= 0.5 Ft. � g � B- Y Ft. � � FROM STA.11+70 TO STA.72-85 RT -LPB- DETAIL X SPECIAL LATERAL BASE DITCH �No��o Scole) DETAIL D SPECIAL L4TERAL BASE DITCH � No� m s�aia� Naiural ,�5.1 0< Gro��d 7� p r�n d Po�te� Sione G[Oi[�i�[ g Min. D= 2.5 Ff. Max. d= 2 Ft. •When 6 is < 6.0' g- Z F� Type of Liner= Class I Nip-Rap FROM STA. 24+25 TO STA. 25+75 RT -L- DETAIL J SPECIAL NT DITCH �N �b S�ole� From Naturol 5, g( ��<F Graund z) D ��\a�t� Slope d Geo�enile Min. D= 2 F1. Type of Liner= Class B Rip-Rap Max d= 2 Fi. FROM STA. 30+00 TO STA. 32+50 U-L- FROM STA. 58+50 TO STA. 61+50 LT -L- Nafural Gra�n 4,�� p�` ��e� Slope d p F�o Geo�ex�ile B Min. D= 4 Ft. Max. d = 1.5 Ft. B= 6 Ft. pe of Liner= Class B Rip-Rop FROM STA. 62+00 TO STA. 64+50 RT -L- DETAIL EE SPECIAL CUT BASE DITCH �Narm s�oie� G�ound ?�) �', O Slo�e d p F�ot�e� oa�h Geo�e��ae g Min. D= 1 Ft. Max. d= 2.2 F. B= 2 F1. . of Liner= Closs B Rio-Rao DETAIL JJ CHANNEL CH�ANGE � Nof to Sc le) �Ho��.ai I Proposed Gro�n=�� FiII5lape Naiural _ � � Grou� 1:7 D 1"ht. d �eoTexTae B Min. D= 3 Ft E=�s�. cn000ei Max. d= 5 Fi. e= to Fr. Type of Liner=Class I Rip Rap 6= 5 Ft. FROM STA. 80+70 TO STA. 81+40 LT -L- DETAIL R SPECIAL CUT BASE DITCH � H � �o s�oie� Notvrol Fron� Graund 6�� p b'� oii�F � � � Slopa �„=,,,� Min.O= 1.5 Ft. 8= 2 H. FROM STA. 50 ��-50 TO STA. 52+75 RT -L- FROM STA. 56 �-50 TO STA. 57+00 RT -L- DETAIL E LATERAL Bo SE DITCH � rvm sco�el b G��'°i F ii ound �) D ���' Slopa d GEOTE%TItE g M'in. D= 2 Ft. Mo�.d= 2 Ft. `WFen B is < 6.0' g= Z F}, Type of Liner- Class I Rip-Rop 6- 5 Ft. FROM STA. 25+75 TO STA. 26+70 RT -L- FROM STA. 58+00 TO STA. 58+50 LT -L- DETAIL K SPECIAL LATERAL BASE DITCH � No� �o Swle7 urol orinble Grou�d 3.� D FiII5lope d GEOTEXTILE B Min. D= 2 Ft. Max. d= 2 Ft. 'When B iz �. 6.0' B- Z F�. Type of Liner= Class 8 Rip-Rap FROM STA. 32+50 TO STA. 36+00 LT -L- DETAIL S SPECIAL LATERAL 'V' DITCH � Nol lo Scale� r'n �.al �L'1 Slope Ground �I p d Geo�exeile Min. D- 1.5 Ft. Type of Liner= Closs B Rip-Rop Min. d= 1.5 Ft. FROM STA. 57+50 TO STA. 58+90 RT -l- DETAIL Y � BERM DITCH = DETAIL Z a F �Ho��o scaie� � F SPECIAL CUT DITCH wMINGE �N ��o Scole� N 5.0' VAR N �ral Ground 6.0' vAk 'Pm ,�5.� ° Fron� i0.o'v.C.?� D �P� fr 7.� p Q��e` �looe d Min. D= I Ff. Gao�ax��le Min. D= 2 Ft. Type of Liner= Closs B Rip-Rop Min. d= 2 Ff. FROM STA.64+00 TO STA. 73+25 LT -L- FROM STA.13+30 TO STA.14+80 LT -RPD- DETAIL FF SPECIAL CUT BASE DITCH �No.to s�oie) Naturol 1 °` c.o��d 3;� 16 n� sioae � D P° s oa�n ceo�e�e�ie g Min. D- 2 Ft. Max.d= 2 Ft. B= 2 Ft, of Liner= Class B Rip-Rap eFR(]M iTA. �l+�i Tn STA ]i-0f1 IT -L- DETAIL GG SPECIAL CUT DITCH wrHINGE �No�m s<aie� c�o��d < � a.o' � 'e�° b� �� o.rc � d ')'l D F\p�e� i 1� siane Geoiex11e e Min. D= 2 Ft. Max. d= 2 Ft. Type ofLiner= Matting g- 2 Ft' FRnM STA ]5+(Ifl Tn STA �A+5f1 LT -I- DETAIL F SPECIAL CUT DITCH � No� to 5<ale� �Di�F `�s` �� sioae Ga�nd 2:� P e D Min. D= 2 Ff. FROM STA. 24+50 TO STA. 25+00 LT -L- FROM STA.25+00 TO STA.26-r50 LT -L- DETAIL M SPECIAL LATERAL BASE DITCH � No� �0 5<ale7 nm�.ei `�5�� rm Ground 2:� p F\o e< 9op� ceo�ewila g Min. D= 2 Ft. Max. d= 2 Ft. B= 2 F, Type of Liner= Closs B Ri�aRop DETAIL T TOE PROTECTION 1 No� m sao�el F�o��e� Na�u�al ,�.� °\�S\oQe Ground �y { F I I d 6= 1 Ft. Geo�ex�ile Type af Liner- Closs B Ri�Rap FROM STA. 13+60 TO STA. 16+00 RT -LP0. FROM STA. 15+30 TO STA. 17+00 LT -RP0. DETAIL AA LATERAL 'V' DITCH �No�to s�aie) G��rol Fill ound p 1"iF�. Slope d Geofex�ile Min. D= 2 Ft. Min.d= ] Fi. Type oiLiner- Closs B Rip-Rap 6- 2- 5 Ft. FROM STA. 11+50 TO STA.13+30 LT -RPD- DETAIL N SPECIAL LATERAL 'V' DITCH (No��o Scole� � D�kM1 No�urol 'l� � Slope Gro�nd Z:/ p F\o e� d ceo�e*�� e Min. D= 2.0 Ft. Type af Liner= B Rip-Rap FROM STA. 39+50 TO STA.40+50 RT -L- DETAIL U SPEQAL LATERAL 'V' DITCH ( No� �o Scale� Natural p'� �� Slope Grou�d a') p F� �0� d ceo�e.iile Min. D= 4 Ft. Type of Liner- Class B Rip-Rap Max. d- 1.5 Ft. FROM STA.59+50 TO STA.62+00 RT-L- DETAIL BB RIP RAP CHANNEL �Hoem s�oie� 10'min. -1.5 F!.- 1.5'min. GEOTEXTILE 8 B= b Ft. Type of L'iner= 36 TONS, Closs I Rip-Rap Gealexlile= 60 SV FROM STA. 67+60 TO 68+07 RT -L- DETAIL HH CHANNEL CH�ANGE � Not to Sc le) � No��rai I I Proposed Grovn��� �i„�u.,,l Fill Slope �_ �� ° ��S,./ D�� � 1'7Ft. ` d GEOTE%TILE B Min. D= 2.5 Ft. Ex�si. Cno��ei Max. d= 6 Ff. B= 7 Ft. Type of Liner=Class I Rip Rap 6= 5 Fi. FROM STA. 75+6o TO STA. 77+75 RT -L- DETAIL KK DETAIL MM LATERAL BASE DITCH ������ s�o�e� DETAIL LL BANK STABILIZATION DETAIL NN ,_ b _, SPECIAL CUT BASE DITCH INa�o scme� SPECIAL IATERAL BASE DITCH �ral � �No�ro Smle) 10'min. (Notto Scale) Groun d IS,.� D '1 l,.h�. s�lop� �itch �.0'min. - 1 FT. - ` F�a�� Grode No��ral � o�e` Fill GEOTE%TILE g G�o� � 2, 1'� pit�A Ground 4; A' Slape Min. D= 1.5 Ft. � � slope � � F\ott Max. d- 1.5 Ff. B Min. D= 1 Ff. GEOTEXTILE I B Min. D=4 Ft. B- 2 F. � J 6= 2 Ft. B- � F�' Type o(Liner= 3 TONS,CIassB ftip-Rap B=6 Ft. Type of Liner= Class i Rip-Rap Geo�ex�ile- 5 SY FROM STA. 81 I� 60 TO STA. 82 i-15 LT -L- FROM STA. 14+00 TO STA. 15+50 RT -YIA- FROM STA. 28+10 TO STA. 28+20 LT -L- FROM STA. 64 I-50 TO STA. 66 F 00 RT -L- PROJECT REFERENCE NO. SHEET NO. � -� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 26 DETAIL L RIP-RAPPED ENERGY DISSIPATOR BASIN 4 SECTION E F DISSIPAtOR POOL APRON TOP OF BERM TOP OF RIP-RAP TOP OF NATURAL z CHANNEL D q C e g B CW55 II RIP RAP GEOTE%TIIE RIP ftAP BASIN DIM. A fl C D E F 2.5 I.] I.) I.] Ib.] 8.3 'ALL �IMENSIONS ARE MINIMUM FOR DESIGN AN� SHOWN IN FT. *NOTE: RIP RAP ENERGY DISSIPATOR BASIN SHALL BE FIELD ADIUSTED AS NECESSARY BY THE ENGINEER IN CONSULTATION WITH THE APPROPRIATE AGENCIES. STA. 26+92 RT -L- STA. 49+59 LT -L- ,, �� � \ � \ � BCL OF ASHEV�LLE,'��.y� � , ��s��w��ti.� ���, a � + � �C1 � S ITE 1 AN i,� ; �� , , Q " CLASS 'B' RIP RAP -s ' EST 2 TONS � � � FST 7 S GEO . �� �j �' f' SPECIAl L4TERAL V DITCH "�-�J,\ � Q SEE DETAIL B� �� \,_,_ �L� O RHANNEL ���.r. Z'�HANGE SEE CLA55 'B' ��/� ` D�Fp,IL G EST 2 TOI „` 4.� EST 7 5Y � � \ 5— . SS �.n._ � ,� ur ro �oNc va��Er eRaVcH ^'' "` / 1�q• �M/` � SEE DETAIL F RFJA D E w I... / O "� — Hw TDE�N� �y T E G RETEHtION PoHD � � � RETAIN � �B TpE �Vq� a � SRS ?p0) . PROJECT REFERENCE NO. SHEET NO. �-5 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BANK STABILIZATION SEE DETAIL MM (BANKS ONLY) � LATERAL BASE DITCH SEE DETAIL H g g �� S I T E 1 g NOTE E%ISTING 14 x14 RCBC DOES NOT � CARRY NORMAL STORMWATER DISCHA�G�, � , � �,_„a . � ., ., p,; ` M � SPECIAL CUT DIT�,� �. � SEE DETAIL J �� ��\CLA55 �7RIP RAP f � _ ` 2 TONS i j ��� ��� ` < � 18` IN L4TERAL BASE DI Szq' SPECIAL LATERAL BASE DITCH ,.... ��._ -- . SEE DETAIL H � �N ��\ 7Q\�C� SEE DETAIL K �� �� r� �,�1 G � }^T ��C � �y'�'� ��1C_-5.�� 2q CONC C&G vr� � � \ \ \ ST 2S TONSP �P BSi R C \\ EST 7 SY GEO --` ` za•coNc cac --`� ,-,� xisriNCRiB � �\�--� _.- ---- �--- . �='-.'+i�v_-� `v'�—____ _ _—_-- ��E� C � � � E%TENSION � XTENSION ��"- `--�"'�'r +.. `�,^�. �`� ._'�`j O O ., _ _ �. _,� . . {- ' � `� � ,: 14NX14 RCBC E,_., �: .-,...;r�•%l` � ..- - � 'I 'w'T _ � - _ ��r w�. . LATERAL BASE DITCH E BOW O ' SEE DETAIL H & Vl�y . y � _ ,� LBOW �� ! _^ ��' - - • LBOW CL455 'B' RIP RAP � CONC Illk O 4" C LVEI{ � 'Zi;.n, r€5T 2 TO 5 r`^ �.. '�',�,,,,. ...,-.., r COLLAR�.ri - c.,��ti,.: . .., l� ..ELBOW 15F SP �y�-.-:� _ .; , , .. , � U . , _ � E , + �`"'r'�� U' r� � �§r � s�� � _— " ��c�w _- - EXTENSION I COLLAR 2G1 �l�� M TB 2GI TB 2GI � - _ TB 2GI TB 2GI T (�i TB 2GI - TB 2GII - -- - _ _ r_ - _ -' I!- '_ . , - NTi_ _ _ __� � �---__ * _ ' , ' ' _ . ., .. ., M i L ., . .: - _ _ - _ _ - - _ _ _- . . - _ _ _ _ ., . . .: , - . : . - - - ,,r,, _ M . --- _-'- -.-.-.— --_`- .-__- <�-.- ----- _ -- - - ------ -- - r , . -- -_ -�__- - --'- --- r d-esr Q . . _ _ < ,,_ -- --- -- --�- - - - - - - - - - � - - - • - - - -- __ - - I , - -�- -- � - - �� 8�, Q t!1 � ° -, y - _ F- � ,� _ ' e �- � � - -- - --- - _ :, -- -- -- --- -- -- I � s� - - -- - - - _ - - --- - -rr acr-m- - - A - - - - - � - +�GI � -i - -�..- -, . _�_ r �,-- 2GI -i . -� - .. . . - ,.-,-- .: :� - • M7i_' _ - . - _;- - - . -Mri- _ _ I N -� _ _ tiF is ecrni - � c ` 24'0/'l5A' -- . . . - zGl T � __ _ I TB 2GI .-i TB 2GI �EM�VE� DI �� 60' CON1 REMOVE „-'�- -' I REMOVE DI --� - J _ --_ GCO' �i C _ ' � � ' ' �Rf� , _ _ ' _ _ i i0 CONC _ I � ---- ._;- .. -----d�-- �_ � �.. � o ' ' . . ., r ; , . . 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Z � � � ' HW I - � - � ' —�-- x—�-- — F_ _ F__--�� F � —� --� � / 66" CULVERT EXTENSION BANK STABILIZATION� �� � �- - - - -� \ _ ` � _` " _ -� �. . ,.. _ _ V .� -"� w �ns c ="� � �,� �. AND COLLAR I I SEE DETAIL I �� � -� _ F _ ,.- _ ...� 36'CMPx I5 _ S _ . � „ .. . X X X � � I.�- ]S �j5p ALLEY BRAIIC�✓ �� - ' J ., - _<� ._ f'`.n'^" �.. y,.. � `ss�-'_� ,_- .,,_ .. __ q CLASS 'B' RIP RAP -F 48' & 25B `-.. ,�... R TA1 I �..: -'F- TO NG V ' � � -`' �� � x t- �� - - - - - - ` \ f. _ ., _ _ _ -�., � - `e+ - CLAST 7 SYPG O �� B �-� X--' NW X- -\ . ��7 0 S EST 2 TONS ' -._ I� � -- �` X-X-X EST 7 SY GEO � EST OT2 NS y I 1S �� �� .� .,J ��4X q•�� & 25 q8• & ISBW X-X � � -.e�s a. �.�n � x X --x—x— -� � � ae° v+� s �se�4 �J" �+a x _ -- -- -- l x—x—� _ _ _ _ _ _ — — -- — ` � -__ _ _ _ �. 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E�— --�E- � ,r — Jry �� Z = F , STAN R BASE _ ' - - � .�. J � W�S�ne uD ._. � � o / R � _. LAT V' Dl7CH _�.�: RCP lIl.. .'-�;�HW �SEE �TAIL DD . �- � ' � � ` ,_��"'C � '-_... � F.. ba" 18 ,. , 6 � � T � H Y . ,:.- ." "/ ' ' � .:,rvSEE ETAIL AA- �--��- ,� _ II _/ EST 21 $Y GEO ��� ..-' \�� � / _ j(I� \ V � p . � , _ ._.. I � . �,�... � �� � � e � SPECIAL CUT BASE DITCH -. � � �_ i� _-II . ��� . -`, �'r � SEE DETAIL EE . ------ ._ _-- _ , --- _ ..I�-v _ _ - - .`; � '- � , � .� � � � �� �f , �_ �� � � J � _ � ' j � � ,>- TDE -� F ' �� � - � _ , _ � , ,, � - � ^ ' - ' � � ''o � ; ,�a"�. - -.. . � _ \I�\� BANK STABILIZATION � � � � - / � f,���'4�OTCB � - �___ � / / � 'y PO�_ ...-.._ CHANNEI "� ���C4.. SEE DETAIL CC v �_.- �/�._ / �\\� �/���-�� n FY j� �� .. -. � IA� CUT DITCH w'HINGE SEE DETAIL BB . E � ���������� � 'BRAHDBIf-KF�OLLS. LLC ��� �� _ e " - - . a/�_ ��� SEF DETAILZ . \� � � � � °�-y� � �� � , . � � _ .. �i � - �. � � � 'fe � RETAINp �ite /E � � a . � � , �� - �°� � ITE 2 C � ��� - ��` _ -' � ��—_��� �" f� � � , _ Ma� �-�— � � - � �� � / � � � _ � , �� . � -.,.:r '�_P r � " � ' . . CLASS''B'sRN RAP . � \.\ - � � 6 ra� / �/' _ � - �. ,- ,'- , P . . � c - �x• •i , q .� I . � FST 2 TON$ � � . . �'� � m �� \ \_ � - EST 7 SY GE ., .` � �' � • . � - � � � � . _ � ��.'� E �� �a� � � ----�- � � � , � i - ���— _ � „ �; �, � � � ,i-.���' �.hs ,� �_ �� � � . � � CAROL BRiC�1AN CAMPBE AN� •, . � � E � � � � � s� � - ��+ ' - .. �� <<> , -. ;,y .' . �... �,, NUSBAND: CNARLES D. CA�BELL_ � \ ��� - � � TOE PROTECTION . � .. \,\ \ � ��,e�i?B 0� / jE- � �v/� Z SEEDEiAILT �----� � " . _ '^I�' �- - • Q F�AuaA FArE MATHiS ET At �� ���� �� � �„�� � ��- _ �!� — - R - _ , "� —� _ \ ^ .. �.. :� �OK -I � �, � � \\ \\ � �j� �/ � � � _ �� �� � � � ��� _ \, .•o � _ �� ; �� � � ' i , .. , _ , H ��� � - �� � � ��� , _ _ , sT F �� �i � � �sf�— � . – -�--- � , , h� _ , ,� . ��_ V � ` i h� � �- ��-� �. ; F _ �� ,� ,,� _ ;�K�c. � X s � � � h�,� - /� �— , 50' 0' S0' J� �� �� _ F�c�. _ , �� _ �- _ -,._ � �� `�, , ��w � , X� � NOP�'�_ � I. - -_i , ... � ' � "��_ __ �� � �\`�� �� � r � � � �� � � � �URF�ACE WATERTS IN � a' '�P ,i� % __ A ��� V �, - _ �, _ 0. __� _, � . . .e '� � � O O � � \ F �' �' - �. � � \ 1 . � � � �// � ���\�� � � M AOCTSS INE SUORFACE WATER h �% �� ' �� .. � � � � � , � � � �� � _ DENOTES FILL IN � � ' ' � �.. F WETLAND _ � \ 1 P E RMIT D RAW I N G � '-- f= - -� __ � � S \ \\� \\ �\� � I i ;%/ � , / ; �� SHEET 16 OF 26 � � � �� ��. i� � � �� � � � � � � ' ' ' � � � � � � � �i� �����"'�� ���� � � FOR —LLT— PROFILE, SEE SHEET NO. 17 . `�} -- .��e. � '� / ' FOR —LRT— PROFILE, SEE SHEET NO. 17 FOR —RPD— PROFILE, SEE SHEET NO. 24 PROJECT REFERENCE NO. SHEET NO. O / RNJ SHEET NO. � �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS `� c— �•`s ENGINEER ENGINEER , . ;�,�,, �. �+CO���[., i-INJ -- - <O - - - - - --- — - ---- -- - - - -- - _ - - - --- -- - -- � -- � -_ � � „ -- _ - — - _ - --- - - -- - - - _ -�� - _ _ - - - -- -- --- � �--- -- -- --- 1-26 EC�L 38' BST � ' 2 — - -- - - - -- ,�' ,� (� � Nq�3/ SRS 2007 _ -- — -- --- --- -- - -- -- -- -- -- _ — - - - - - -- -- - - - - _ __- -- --� - - - - _ - - - -�- - DOCUMENT NOT CONSIDERED FINAL _ � _ _ - -,;_ -. - _�_. - -- -.r -- _ � - i � - - � _ - --� ;- � r- - - -- - - - -- --- - ---- � - -� UNLESS ALL SIGNATURES COMPLETED �/� I � l � N �� 2 G �r- � - - -� - � 2GIr-- � MTL 15" RCP-III ` � _ � - - �- -- I � - - r - ____ _ � -. �MT� � 60' CO �� _ � - REMOVE DI__ � � - - zM�� � � - z - �_ - T o0"�NC - 1BE�OVf DI__ �'� � � �� - o _ .-_ �� 2G1-A6� � _ — - M 15 RCP � - - �-- - � ; — = — - Ts_2�i — - - -- — z M � � _/lL 7 25 �3e0 _ � _ ; 3c � _ _ _ — -- -- — --- - -- - — — —� = — � _ _ .� - -._ _ -__- _--- . '_ ---' _ _ -_ . . .. __.__- �. -_-- _ _- __.. _ _ - . � .,. , � - . .._ __ �_._ _ . ,._ - __ __._____ - .. . ._ __ — -- — - - � I -26 W BL 39' BST m� " Si° _ ________ _ 1-26 WBL 39' BST °� -- - -- - -� (� _J - �� � .._ ,T ---� � .. . ----- .. � .r . -- — — — — — - -, -- — — — — — _ � -. - -- --- __ _ . --- - i — — - __ . ._._ . _ _. —. -_ — Q . - - . . _ - - _ . . --- - .— _ - -. --- . � � - � � ` .i -- � � --- — � -_ - - . - " - _ - - i-= _ -- ___ -= 1- — — _=— -�- � -- -� SPECIAL LATERAL BASE DITCH LL' - - - - __-- '-- - � SEE DETAIL N �, p I� _ n_ - � �lT RI - _ ,1 PRAP cp '' � 2G1 15" RCP-III � � � � . - �no ��, �< <- _ � � � 2G1 " RCP-111 '�ww , � ���,- ` i� , _ � �, = � � _ _ "��� ; I � r'-, , ���StAS�'�$' d�1P� f�+�� ; � �-� ��—�'� � � � r�?- iP�I�L` �1�1'T��L EST 3 TONS ` o� � � � BASE DITCH EST 10 SY GEO � � � � ' x� SEE DETAIL X � � � � 6p„ �g I- �� W/SLAB LID STAN ,ARD BASE �i y� �i i� �� � 60�� �g ; , � , , �� ,� �� �r ro Ho��� � � ' � � 6�„ p_lll �w �E E DETAIL DD � �i', � _ W/SLAB LID �� , ' -�� C/� C TiN(� � �' � ' � �� ''�' P- � � - --� � � -, I - � � � x�, � ` � i '" ' I , i � �'J� > 60 R � i ; _ - �� _ T L ' ' �, �"d ��,.--�y � ` r �� � � -� ` � �� _ j r �, �_ = y�f : .- i - _ = � _� , . � , SEEEDETAIL�A �C i - _ _ , F � _ H � ' \ x _ i i i _ iLL� � I � I -/ _ I. . � � � �1� -�� k . -� . . , �_ � I�:�' �� / � . � � �� � �� �� �� � ��� �.- - S I T E 2 C � _ �� ; , �� � _ TB � � �� � � _ ,, � � 'U� � � ,� � _ ' . BANK STABILIZATION U ,��, � � � � � G i i ' � � ����� ' � S5 � -� SEE DETAIL CC � � i - � � � - � --- ' - -- � � � , � � , ��� _ _ � �� � _ T� � _ _s� _ � -- � � �, i �-- e� s � - -� - - - � i� �i ,% = �� - - � � � � � �� RI P RAP � �`�� o ''�OTCB � i � �- ���, j QO� CHANNEL � � � �_ ° ' � SEE DETAIL BB E rB� � � , � �„�l/�'�!?' ' / IAL CUT DITCH w/HINGE ,. � � , Yr m ����, i �� ss� 7�,. SEE DETAIL Z �, � ��� — A e°� ��� �� � �� �5�� G� � � � _ __�__-- e , M H �� �J ' � i �z � � �� � a �' - - -� � " < -� � � " CLASS '� � RAP , ;U�-W-� � - �% � . - � � .� �-� ' � =� - � � I ��,�� � EST 2 TONS a _�.��sriNc � � ` � -�, EST 7 SY GE i � � � p I u, i � , � =v , ;;�r;-y ,�5 � �,;w+i�;e, , CAROL BRIGMAN CAMPBELL AND � EN LARGEMENT ; `` �i I�i� �; TOE PROTECTION � HUSBAND, CHARLES D. CAMPBELL o � �'�Z SEE DETAIL T C� y -, z'�Q FLAURA FAYE ����THIS ET AL E � I� � // r � � SURFACE WATER WD DK � DENOTES IMPACTS IN �� �---- � s � Q �ENOTES TEMPORARY / IMPACTS IN SURFACE WATER � � X� � F DENOTFS FILL IN ��.i I N ' O � `NETLAND � ISFD I � ;� � V � ' ' � �' %� � � PERMIT DRAWING P i �I-� ^— `�a FOR -LLT- PROFILE SEE SHEET NO. 17 o� SHEET 17 OF 26 J 25' 0' 25' FOR -LRT- PROFILE, SEE SHEET NO. 17 .�� ;�: FOR -RPD- PROFILE, SEE SHEET NO. 24 PROJECT REFERENCE NO. SHEET NO. O r / RNJ SHEET NO. � �-GIV�C HV� �.✓.. . . ..., �1�E ��� ROADNGINDRSIGN HENGINEERS �,, i i i „ ( /� �, . -_.._ - ._ _.. . . �LJ- _ _ _ -. _ _ _-_._ _ __ _--_ _.__— .—. _. _ __ . .._ _. _ . _. ._ _ . _ . _ .. . _ . ._ ._-v____ _ _ ___ . ___ ___ ___ __ . _-_ — .. . '._..� � �/. . . - . . _ _ — s- — . . . — -��—. � � . - ____-_ — _ _.. - _ _ — . _ � — . . _ _ . _.. . _ _ __ . _ _. _ �i .___- .__ — .__—. .- __.-__- _._ � -.__._ _ _ _ -__ � 2 '. - 1 - -� �N � 2G1`-- _ - - -- _ �MT� 60'� � � 15" RCP-III _ REMOVE DI _ ,� _ _, _ � - -'- - T_ _ � - -'-- - MTL� - _- _ _- - - =o -- - _:_ _ -- -- n I-26 EC�L 38 BSl � � _ . �O � � NA�3/ SRS 2007 - - <- - -- - - - --- � � � �v: --- --- - -- - - — -- _ _ _. _ ._ __ - �- -� DOCUMENT NOT CONSIDERED FINAL -- -- �— — _ - UNLESS ALL SIGNATURES COMPLETED MT� -- � � �NC� 2GI� � MTL � � - - --:- 15" RCP-III ` 2G1 _ �-- - - �- -- - -- - � � 2G1-A„� _ - � 00 _� _ � � p' _ � - Ml"� _, _ � - �- - T '� (.ONC - sBE�O� DI --- TB 2C1 - - - -L MT J _��L 7° 25� �.3a��� E 3( - � = �_ --- - - - - - --- - -__ - —__ J � -_-- __-__. _ - - - J.._ _ _- __ __' _- -' ___ . _ .— _�.. 1-26 WBL 39' BST � m �"' R° _ ____ .__ "� 1-26 WBL 39' BST � __ --- _ - -�- - - C� ___ , _ _ - __. -- - -=--- -- --- ---- - - - - -- - - - - , , < ,� - ._- _ -- -�-- - _ _ _ - _ __, �, � � - ,-_ _.. - - iQ - —,-- - - - -� _-� - _ . �-_---,-_ _ _-- -- _ - _ _ _ -� - -- - - � � SPECIAL LATERAL BASE DITCH '-'-' - - - - > - ==r =- 1 ,- �` SEE DETAIL N p - RIPRAP c» - ` 2G1 15" RCP-III ' � - _- - _ — - -- � _ - �� i - _ - - . -, � , . , � 2 G I " RCP-111 �, � /� - -- - _ _ - � - _ _ --� . - ` .;- " _ - _ _ _� i�_'� w _ --- `' �� � _ � - _- � �'� ,�,� -- - _ � � -n_ __ _ . � � / � � / - -_ -- '-- --�� - � ,; .�_ _ - � ?PEG�+°c�>l�'`T��L-� ` EST 3 TONS . d � � / � � BAS�---DITCH EST 10 SY GEO � � � SEE DETAIL X _ -__ � � � -_-_ � � 60" JB -- � _—'�- � W/SLAB LID - - _ „� ' - STAN ARD BASE u J � � � 6p„ R� - �- - � � ��T �� EXISTING R/V� __ �� bo" �B ., � �� �,,,�- ur To H Nr � s � _ P-lll- HW SEE DETAIL DD , -- W/SLAB LID � � � 60" RCP- � � �R� , ! � -�� � � _ � �� � � � , , � � _ � : � ��I � i i�,�� ! ��W� r, �r� � ��" x-:-- �< � �� g �-_ LATE,�A L .'V' DIZCH ,., ` >--r � ; �— - � � � i� �' �� � , SEE �DETAIL�A � - ^�- � ' _ / � �� � . � . _ �i � :� � _ �. � > � ,� � _ �_ , ,� ,� ,�, � , ,� ,� �-�� �� ' -��'�� �� � -' SITE 2C � � �- � �� �� �� �e - � �, � � , i ,� � � � � ' 'U� ,� � � � �� � � �p� ' . , BANK STABILIZATION � � „� _ _ � _, ��;,: `� — ss _ - --- � _ SEE DETAIL CC - -- — ` T T - --: - � � � �= � � _ _ _ � ��� �� �� ����� � � � _ � _ � �' � � � � �� � - ���; � RIP RAP �, ��� _. ,,, ' �4 TCB ---� � - � � � �/ QO� � C1-IANNEL ��� � - � ' - - - � � - , ��- � � � '` / IAL CUT DITCH w/HINGE SEE���RETAIL BB � � �� �,, � , � � ' � 7�. � � SE�-@�T�it Z �_ . _ / �� c,S : � — ' '` _" __ � s �i � � — — , �� — � _ � _ _ , � ___ _ , �� A �o� � � _ _ _ � � � , � , �� � ,� -- -� � � _ � � — � � . - - � \ , ,- � - � , - ��. _ � � � �� , � N �� ��� , � — _ o i �� — MN , - y �;�n. � �� _ �- ,_-��- � PD�^ r CLASS_ ' RAP / - - - � � e � / _ s , `. � - ' � �-- � � � � �� � _ � , � � �� a T� xisrwc F � � EST 7 SY G � _- EST 2 TON /—� � �i � �� � E � � � � _, ; , � -- --- i � � � � _� � _ � � - � � f� � -- _ e / � � . a r_, _ CAROL BRIGMAN _CAMf BELL ANo— E N LARG EME NT � �°'�-�� � � �� ` , �� � �� H�t1SBAKD, CHARLES D. C�MPB�LL � y . � � � -� �Z SE�E� DET�AIL TTION � - � � ,'� `{u } � --- ' o /-_�.� - .� I� FLAURA FAYE i��f��'. I f�IS E��L '-�-... � ' DENOTES IMPAC IN E . ' . � � _ — —_.. / ., ........,--' � SURFACE WATERTS � WD DK � s � �, _ � , Q � �-'�-�� . � � . . �ENOTES TEMPORARY C � � X� � ����\ IMPACTS IN SURFACE WATER > � i � / , � �-, � _ rlO ...- . \ \� � - � DENOTFS FILL IN �i �'" _ , , ' � \ � WETLAND / � � - t��fr r � -— � � , ���� -� � _ � � � f �� � �' PERMIT DRAWING P � � � ,,� �� r- � -o N FOR —LLT— PROFILE SEE SHEET NO. 17 � SHEET 18 OF 26 � 25' 0' 25' FOR —LRT— PROFILE, SEE SHEET NO. 17 �-�� '�: FOR —RPD— PROFILE, SEE SHEET NO. 24 PROJECT REFERENCE NO. SHEET NO. � � RNJ SHEET NO. ;' � �� �(��..FL.Q ��� ROADWAY DESIGN HYDRAULICS ; I , C' �"S ENGINEER ENGINEER /I i i �� ; /� I � � ^ ' DOCUMENT NOT CONSIDERED FINAL ' i i NA— UNLESS ALL SIGNATURES COMPLETED ; � �� ' .. �$ 2�. � �._. ; �.� � �� �� � � PERMIT DRAWING -_-____-- , �, ,, __. 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A��R v�G-L —_ ��x� � � �E� . 2n cM t�i p:��3 �.�ILL: �J HpRSE P. � E Z ���T�� � SEE DETAIL II E �' —_ � — 5 RUBS 55 . . E 'NALL p4'i � . 0 2 �A9ANw o° ,�� �_.o�s.W d�_r,� ss � ss ss g 358�V Ofl� O_ J..�� .'" �' CENEC MT�- `q BST � .. KN. � �—�SS \ E E y 2 - E � � I Fl4G POLE l SICONC O a ���. CHANNEL CHANGE ��\ '�-� �#'�- 5 �� r I N � ` I�a JI i PA B5T SEE DETAIL HH �� � � I � �' �� � � � � J. B. NdRRi50N '� eoui i-, ao �� � � \�SpR�NG S I T E 3 A 2 q� Bus � N ^ � ��PROPERTIES, LlC , isBK g� I°'lo W4LOER aa � z sF � WAck =' i �QV-� is,�T� ROGER G. iLSO / � � °�� eus � �� " �iLL1AIr1 B. I�IULL. JR. �\}� /` Y\ a W �— Pq �pHc m 5 Z P4 B5T � / � m I `\ c�+, �o- 72" CULVERT EXTENSION 60" STEEL PLATE PIPE / 2•Ho' .. � � \ N �'-F� / ����W � N � � Ts��I} �I I� �I �'J PA BST � // / � � / �� �Sy[bo\ �,ml � _ `�711 �0� � . � jl . � I 6 ��: STREAM�BED � �� cR /����� � R�����.,,� � � �', � � I � : ��� EXISTING �� ' �' `�� � --_ � � � � � 2, STREAM BED 2, �� ���� � }� �� � � � �E���� � 24� CbN�TS�—�'_"_� / �� � � J� � � / BSi � \�". ` � \� 1 � � �/,��a / �/ \� / ' ' B5T ?` �t—_ _'_' _ -.. . . i , \ � � � �< �* � %> � , � �' Cuss i 'sMr� eus / �� .�'�. �'/, '/ %'�;� � � J J � RIP RAP (TYP.) � DENOTES IMPACTS IN ExisriN� �3 � r„n GEORGE E. 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"' .— - l. ` _ _ �0-OEE�N9A-0ESCFPil0y�F0UN� � il � E%�SiNG `:. ��`� ' . � — . � SOLAR PANEL —[ _ y .s- '�E� -� �/'- v.✓ � , '; ' -� ` � � � - C SS B' RIP RAP � �.. — C - - __ ___ . __- _ p pMAGE fliT H � ss [ —T I =,,�y ,. seW �x x z rPXs—x ae�Yr�y a zsa�y � � �-X x e. z seN �--�zosE a � c I',, , -- ss QE � . E T 7 SY GFO --_ � _ -__- -__:' `� IN�L - -� T� . _ .� . { HO �NG '... . p—' �— m€ w��ry��X_— I SE�ETAIL� Exisr=c Ai — k_x — -�—E 5 RUBS 55 -`�pE '�ALL � L._ A Di .� �� . I' y �� LLC i N _ I�ABAN�) 0 � E � _�_��� .._— . ,a�� � Ofl�O' 1.�� ." ." COL�c p B � . - . � _:_ � ei,c.�� � ss ... � _ s _ _ _.. . .__ — ss g;_'3581�IE � . I B n, ,. i _ �,� 7 � r�� s � " . — ' ` T �+� �� i��� _— _ ,�._____ 55 .. . E - S r /� _�- ` . ��, : r—�� ��P�1 . �.. — 1 N. Ilo � � , � / / �., - __ CHANNEICHANGE� � z� �.�� ��.�� i �� � � PABST N ,. .,�_���SON I� ��^'� 6�U10 �� � m .. W \ � � ��- �. 2. 1- R6 � l� - __ SEE DETAIL FFH .. .� � I � � / - — �I iN � ��A � �� r us ROGER G. ILSON � �' � � ��PROPERTIES.LLC' isBK gus �°'�� pq W4L� aR �� s�s Wq�� �'' �. � � ' � � .._ . . \�SPR G SITE 3A � �\\ i B � _ .. � A ��.._._ ,1 a� BST ER Oz ' � K� � , / � l .._ �� � BU �/ I _ ._---- � �iLI.iAM e. Mul.l.. Ja. �� . � % � . � W � -= � —� ` �ao ml � � �� , . � � / � .. � �\ c�, N I � c� � 60" STEEL PLATE PIPE -------- 2• . � N '}� / �S� 4y � �� �� �� � �4:YJ ' � I �/ / 72" CUWERT EXTENSION Hp_ ��. � � \� . � " ---- JI PAB�. � ' ' - � / � "� � �Yycpo � ' �09 � � i �� I q �� � / � reoroseo � ��� / � Ro ��� � Q � �' p �� ��� lI1 �� �� . . STREAM BED EXISTING � ' � ������ � ��� �� � 4�bN�i��—��-'- ��� �., � ������' � . . \ ' � L _ E��� 1 '�,_ STREAM BED � �� - � , �� ��' ��.,, � -� � � 2" z _� �� / 85r — _ - � :, . � ��'—_— -- �/� �. i � _ �� �._s. ._ , , f ��� - as, � - � _ - - . . � .� � �,,.:. � j> � , � � �' Cuss i � , "` .., �sMr� eu � �' � ;�� � J J � � RIP RAP (TYP.) `/, �' � 5 •�' � DENOTES IMPAGTS IN I 1 1 ,p�1 � GEORGE E.BLANKENSHiP suaFacE warEa �, � EXISTMG � � ��� EMBA�MENT GEOTEXTILE Typ I 2i1 I GEOTEXTILE � !-26 PA�ty7 � 60Dr,od�C. � �_ M AOCTSSINE SUORFACE WATER ' 7' VARIES 0' TO 8' � '���� �'� CHANNEL EXCAVATION SECTION A-A \ ..��T'' FlLL LOOKING DOWNSTREAM � \ �NTERACTiVE DvNA�Ix SPACE,LLC �r NTS �'� FOR -LLT- PROFILE, SEE SHEET NO. 18 50' 0' 50' FOR -LRT- PROFILE, SEE SHEET NO. 18 ? _'__ `-"� r�.,, � � -- ,- �__� �. ' .._' -'__'_� � - . ._' � � __'___; ,- _ '. ' � L .�r _'- � ' �_ _ -__.__ _ __ ''i "�'_' � � � -_ - _ - -__ _ � - - '=--- �C � _ � � a�- � � - � �� PROJECT REFERENCE NO. SHEET NO. �-5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER -� � _ _��r� '_ � ���i� -� _---__ _ � N�; � C..�- -__ 7 � _ 1 -' � - - . Q � �� �_� __ � T� � - �_ _ � - � - - - -- M � -� � � � - -- � � -. i � - _ . � �- � - r T -- - - - ___ - -- �-_ � � � -_-- -___ � � i _ -� �,. � -- � � �- � � -- - � � RCP-�11 ' �- _ � � _ ' . �T. � — -- -_ � `'� WB _-i6-?�I_- lr5'�' RCP-I I I 1— —�- _ �� 26 EBL 38' BST _- - i �_ i � � - -- - . � -- � — DOCUMENT NOT CONSIDERED FINAL `_ _ --' _ _ L .38' a� r �'- __ __ T � MT � T - ,� - � — � � UNLESS ALL SIGNATURES COMPLETED - _° _ _ _ � � NAD gy �. _ _ � -_ _ T L � RCP-111 MT� TB 2G1' -__ S 2007 _' --- I � � M �� 15„ 1 �-- _ ,-- _ � _ SR TB 2G� -- —\_ _ __ �' - _ __---_- __ � --60�- N�—__ _ i- - PERMIT DRAWING ___ _ _ �� � SHEET 21 OF 26 ` � -- - MT� � -- `�'� _RE OVE DI ,__ � -- � , -- ----- � � --- -- � - .____ —� �� - �-- -- -_- � � ��- � _� --- - y,� , � '�' � � _ _ _" -'� - - - C, - '37� BST � . � -- -I-- -- 5 DENOTES IMPACTS IN _ � ,� I SURFACE WATER - _ ,-. J � I _i .-•' � J �' _' � � � �' hF �� � � I � DENOTES TEMPORARY � � � � � � _� -� � IMPACTS IN SURFACE WATER 1_ � _ -'__ _ ELBOW ����� �� � — -_— --" ���� �- — � S�T 2 TONS �P �� �— I -- = � � _ _ / / �/Y . . _._._ _ _ " r. ..___ _ _" _ . ____ _ '_ _ - � '�^ / EST 7 SY GEO \M , - � - - -)- - - __ , � � , � ��,��� �� -- - -- --- � � r-,� . �r �� � -`�',_ r , , �. � 2 �,S . ��,_ _ � , -r''�� , � V �re — � � COLLAR AND �_,Z._ � _-- _�. , �.. ,��`�; ti,_ ` � - 4 � i �� � - -, ��� EXTEND� C C v> �;� �.�UU -- � TB �� TB �� W W W � — .,Y�. �, _, � ,, , . ��- � � p , . — — _��-� � ' � PAVED DITCH - - - — - � �� - � � � �,, � , � � l � � C ��� � - _� ,_ - �, — - -� � � �� �� � �, � � 'l�( B �E� � ' '' � � �: i " i ' . _ �, i�' � �� � � — � � l , , �� i ��r - � � � � ��� � �� ��(�1��" , � r � � ,�, ;i� � i ��� ,�� ��i� ;� , -i,�;i �� C SS 'B' RIP RAP � ���� �ss TDE � � ���'��' ���-,�� IU(�n� -'�J�%1'LU� � E T 7 SY� GEO _ E J� — E�= '� 8 w HW ��X ExisriNc Riw � W& X � 4 8" W v'� ��,,�,� � — = 2 Sg w ���- -�CFi _ _ � �" � � x — �� S��RINn� p��0 E �._�Ss-- ���— � S E E D E T A I L I I E �' ` � �_ �- � pQ� �Qc� _ - -__ �EWF_R EASEMENT � � SS ---- �n� � - ' SS � \ E - -- CHANNEL CHANGE S ITE 3A �� E 5 SEE DETAIL HH ��,� �� � �� � ������������� �SMT� e ROGER �n �If SPR�N A�i �� us ��"�fi_Lir��i Be MULL, Jf�o 0/'1��� �"�cy+� �� �- �,_ � C?5 ``; , 60" STEEL PLATE PIPE � � � 72" CULVERT EXTENSION �r� ��"yp�,� �� `��� - ___ � � PROPOSED � \ � ���., STREAM BED , ,� �`� � � �� ��� �.�. EXISTING 2 ., �a�� , - -' �, �,,, 2, STREAM BED 2, /� � ♦ / � � �``., � � � � i i , � h � �, � / � E N LAR EME �` X ��,SS � G t'�l. X �� r X � , � RIP RAP (TYP.) �`'�( EXISTING � �� , ���� � GEORGE Ea BLANKENSHIP / � STREAM BED 2' � � 2;1 �` EMBANKMENT GEOTEXTILE ��P � GEOTEXTILE f r � 7' r VARI E$ 0' TO 8' ,1� � ���j ; CHANNEL EXCAVATION SECTION A-A 25' 0' � 25' ,�' ��<', FILL LOOKING DOWNSTREAM NTS FOR —LLT— PROFILE, SEE SHEET NO. 18 FOR —LRT— PROFILE, SEE SHEET NO. 18 T PROJECT REFERENCE NO. SHEET NO. � _.-- -_ .� _ _ __.._., . � -._ ,.. . .. _' _ ._ _l.i �-_ =C` _ _ I � ` -- � , -' — R N � ' - _ _ _____ � . ,'� � , ,�/� _ ��� OADWAY DESIG HYDRAULICS _ � _ �'___ � '__ _ _ � J„ 0 r _ _ _ _ 1 _ _- .,— �`� V �_ ENGINEER ENGINEER _ __ _ _i - _ _, _ � "-l.._I �I[E - - - - � -- _-� � M T � � �- _ _ - _�-- _� I - � � �- - � M T L ' - � -- �_ .. -�r � � � �� _ , � --L � � -- _ - � - � — -- � r � - - - ---- - - - � -- =' � � � � �- � -- _ _, i��T � � -: 1 - � � — - - __ — � _- __-_ -_ � ' `` _ � �� fll 1� - _ _ -- '_- _ �26 E ' � �_ � , RCp_ - � � � - T - =� _ i-�6 IA„e _ _- -�B�_�I }rJr� RCP-I I I _ 1 � L - _� __, - BL 38� BST DOCUMENT NOT CONSIDERED FINAL � �Y - . � _ '38 C�J % �- � - -___ . --- �� � �- -S- _-. � � .. . � � � UNLESS ALL SIGNATURES COMPLETED _ � _2 G�� � _ 1 � � AD 83/ _ _ �_ N �` SRS 2� ._ _ _ - � - - _ �� - --- � �5„ RCP-111 � MT � �- -- -- - -- '-- _ - � � TB 2G1 ` 007 - - _ _ -� M --_ T - _ _ ----- --- 60 � —_ �- PERMIT DRAWING TB 2G1 ,, � � � � NC � , __ _ -- _ , -- _ — L , � RE �OVE DI SHEET 22 OF 26 --- - - - - --_ -- _ ; — — _ _ _� _- � — � � _ — �— _ _ -- —.' -- , ��. � 26 WBL 37' BST = J �N — � — . _ -___ - -__,� . �' -�-- � DENOTES IMPACTS � -.... -__ _ ._. - . � � - — � i _ ��, 5 SURFACE WATER _ ' .. -� _ .__ — , - � '� -'---�--_- � � i DENOTES TEMPORARY � � � "--��'-- � � � � IMPACTS IN SURFACE WATER -� U EL¢OW - —.� _ - - _ -=- --"_CLASS_'B_ RIP RAP-- ---"� _ . - - � EST 7 SY� GEO � --- -- - _ _ -_ = - � �J --- - � -- _ � ___- _ - -- - , ---- --- � � � _ _ � , .� i --• -- \ \ T- - - -_- - -- COL' A _� , - �I - __ _ - - r��, �2 � � �s � . � 4 �� � _- ' � � EXTEND� � �;,� � �;; _ i -� —\� C C U � � � I�W WW ��� � � � �, � - re_�TB � ---- -�-� i , � l„J � � ,��y��, ' � � i � � � QITCH � � � � — � ���� --- ------ ` � � � -, , � s PAVED — + C � � � -- � � i ,,��, �� � � � ,� — — — — � �E � � � � �� � ` �� � - �- e� ��' �. � � � �' _ � ' � ': � ' � � � , � , � �' i T� �� i � J � � i ��� �� ��� � � �= - - -' � � � , I i i � �E��� --_ ' (� l � � � � � 'r- ��/ � J�;����� � i �� �� i i - i "'� � C SS B RIP RAP , � � , ;, � � �� C�/l � � � � ��� �� � � E T 2 TO N S � �, E — —� ss TD� � _ � ����aa� � � ' � �'��� Hw � �� - - 1— i E T 7 I SY GEO �-- - _- - �-_- 8 � w � � —� _ _ _ __ ,__ � " 7-� �— 2 Sgw � . �N= X 48" WX & 2�B X ' � _`_�� � ��� X X _ _— _ '_ --- ? RING -- ; � �CF1-_ . .� -� -__ cA A D) � P��� � 2� ._� ss j ��� � SEE DETAIL II - _, L � _ � N -- �P �I�Qc� �--- % - E � -- P WF_R EASEMENt� , ' �� � � SS � _.- ' _ _ _-_ � fiS � __ P _ _ ---- � � � N - --�E� , .��' -- � E- -- - ,�� � ,� ,, ,, S ITE 3A ; -��; � ����� �� E ; ,;. CHANNEL CHANGE � I; \�\ S SEE DETAIL HH � �� - � % - - � ,� � � \ ' — � ' RO � � GER � ��� � � , � SPRIN� � � ," � � ' � ����� S�l� B�� �n �'If �-- — � ) � i -- — — - � , ; , O� � _—__ � � �yILLIAM B. M�'ULL,'JR. �� � � � � �� � '�� — ., �� - , � � _ , � . ; � ,, —� �- 60" STEEL PLATE PIPE � - � � % � �� � � _ � 72 CULVERT EXTENSION -� r' tip� � , �� __ „ i _-�' � . � � ---�_ , � �� PROPOSED `��;� - STREAM BED , ` � �� � , EXISTING 2 � � �» ���_ �� ' �.: � � � 2, STREAM BED 2, /� ♦ � � / � , ,_ ,. , ��- 1 ,, , ; , �,, . , EXISTING� STREAM BED EMBANKMENT GEOTEXTILE ���j ; CHANNEL EXCAVATION ,�x��< FILL ,� /� ��,SS � E N LARG EM E I��� RIP RAP (TYP.) �~`''� �- GEORGE Ea BLAPdKENSH�? �,� 2' � ; ,,: �Typ_� 2'1 GEOTEXTILE ; 7' r VARIE$ 0' TO 8' ,1� SECTION A-A 25' 0' � 25' LOOKING DOWNSTREAM NTS FOR —LLT— PROFILE, SEE SHEET NO. 18 FOR —LRT— PROFILE, SEE SHEET NO. 18 ENLARGEMENT , , , -.---- � �� � � � — , , � „ � � � �, . � / � � � .... ��� . � . �_t -- i � � � �--------�- `' � �� - ��,� , � -= _ _� - - - ��_ �i � � �� , � --� �—-- ---__� ,%— — ,- j ��.�, �,�� ,� �� _ — — ���— _ � ���._ PROJECT REFERENCE NO. SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAULICS C' �"S ENGINEER ENGINEER ' I DOCUMENT NOT CONSIDERED FINAL NA—UNLESS ALL SIGNATURES COMPLETED �` SRS 2� � 007 PERMIT DRAWING — __;� , � 1'( � '—� � ��� � �� ��,_% , , ���� �; ; SHEET 24 OF 26 ,� ,\ i � � 1� �� i � + \1`�� � � ' � � �i ���� � L�—i � I I \� �J� � < � �1 � � I �� DENOTES IMPACTS IN �.�A 1..� �j ` ' I � � / ---fl � 7 � � I� I � ' � SURFACE WATER / ,, �—' `—� I ��� � _� j� - �I DENOTES TEMPORARY ' � __� � ' ' // ' . � ' . i _ I . __ ; ' ._ .. . / 'i i �� �� IMPACTS IN SURFACE WATER l \� \ I \ � _— — _ ._ .— .. . . . . / _'' — ,._"., / � _ I I1 '� � ��� ' /i � �� I ' \� �% / �---__ _ � , J I' , :— ---- -� . �C � �, � � i����� i � / � —� . � , — _� � � i � � � � � ��— —� � � � ; / i � � � � _ � � ��� � 0 , � � � � � i � _�___�__� / � � , � �� -- � �� � — ��/ -----�i j 'h �� '�� � — � . ,__� � _ _ � � � �� �� - — �--� � � — — -- - n - _ ��i � i / --- I _ . � � i i - -- _ _ \�... '.. � .. . _. - � - _ _ a� — . �/ ����, � �x � �D v�� nsiNc- - - � � � � l �--�- �- - ; / � - _ - ' - -- � , 'i„,,. �. - � � I ; , _ , ���� y - � LATERAL� �ASE D TCH �'��€�������� �� _ -_ ' � � -_ _ �- �, ,- SEE DETAIL KK � � �f]�, _ __ �� � - , \' - - - �nvo � _ � 1rLA�-€ L BASE DtiCH � � � �\_ _ --" - - - =' - � -- _ � �� I` � � T _ � �. � SEE E M � ----��- __ � � � �� � � �-�-� CHANNEL\CHANGE - �� � � � �� ����� , -__ - - --- ' ' , j , - __ � �,,_ _ SEE DETAIL��JJ � � �� - - T. - ; , __ � _ - --- -_ - - _ , _ _ _ ,, - - - - - _ /2' ��, � - - _ ' , � fi -- - -- - - a u c - � _ _ _ _ _ � _ ' �' on� �' r _ , - - __ � r _ , - SITE 3 B - i , -_ _ _ , _ _ _ ; _ ,_ , � _ _ _ - � _ � � ARRY _ � —'— —= � -- `, � � , ,� _ � � " �_� _ ��� R & � X -- �=, % ?'-, q8�� - -- _ _ _ _ � I�2 � � � - - _ ` ; � R1P-kA�� ENERGY DISSIPA'FOR � � // - C SS 'B' RIP R,4P & �Bw �xts_r�y� R�w_ �;,� - � � � _ � - _ _ BASIN WI�H 1�131QE SLOPE�__ � '' � � EST 2 TONS E) � - -- ` � �4ND- eL�S-S-ILRIP RAP � � ; � � . � _ _ ' ' SEE DETAIL L � - - � �- — ` ES 7 SY GEO TO BE SLIP-L1NE _ � - \ '-- -_ _ _ f___=��� �/ � _��� � � - _ .._� `T _ � � / � � ��� � �r, � ' ' - ��������8��7� i ,. �JU� � � �� � � � � � �� ` � � - � � �"-� /� - _ _ _ � ., �: � � � , �� � , �-� c�e'�, _ �� ��g �� _ � �. � � - � - _ _ I'- y, J� � i �,� . . -' '�r�L d �� � � '. r i r�.. . . - ;,,., � C., ..� � � __ _ _ _ � � g, . � �U��. ����.. �,_ � s _ �, - , __- _. , i � � --s � - �a� � i - o�r , � - - - - ED _ � � _ � � , , __ _ o � �e ��, �� �� � �� �_ � ���� =�� � � � ; _ , — , �� —r �— � � — _ ` ..... �` �- ...__., ,r � . .,.- = . 1< -� ,��1r 1� � -�i��.4�r' � , ��'� � \.. \� � � � - _ . . .�; . _, z >� , �: %- � M� � r` --- - "� '� PA D'DLCN \�� � � � - �._, ', ���, ,_� r �� -'� - - g - � '� � , � i , � �� � � � � r � r ,� . � � � �� , �� � � TiN • � �� o, � � HW i -� ��� � � �� � �_ �� _, � � ; ' , - � � _ � T ---� � 7= n � � c Ri � N — � ; � � ��� � �� � � ' i � i� � � ` /—' � � � �� r� i i � 2 � � i ; >i �� — _ — � � , _i� J � � � , >. �B 2G �� � __ _ - - ��; a ��� �, � � � � � � �:,, �� �, ' ' �� --- BORE AND 1 CK � �� � ' ' , j ; T _ _ _ _ - __ _ - -- _ _._y �_ Q 60" STEEL P o E-PIPE - _ I� � �In s �: _ - - 0 _ �� -�� ' _ � �� � _ � � � � � �--- o -_ - _ -� � � � _ -- CLASS 'B' RIP RAP \ � f ;�� �- C ��q�f � � ��r . _ -- � � `�' � -- �' B ?�GI EST� 3 TONS ELBOW �-� � r _ - ; - a �T �� -- - - � _- � � EST 1�0 SY GEO °D ` w� � „ � � - _ � r_ � - - - - _ , - r- ; ,� / '�] - `�%� � j I/ �' ° I ---- __ -_ _ - _,.__ _ , _:- � 15" RCP-III " _ -a,_ _ - _- � � -, r��-� -. � �- 15" RCP-III _ - --- - _- _ - = e - �1- -� � __� - - '� � -` �i'B 2�1 � � TB 2G1 � _ �, _ . , --� � Q - � � -- � � ; - N - - - ,. _ � _ � ___� _ ,,. U, � _ - ;� - „ R � __ __ � � - - - 1 - _ -- - -- — - _ _ _ _ = _ _ — _ - --- - CP��— —� -� � � �� 26 s -_ �._ � � � — =i � — �� EBL � , �,� I .i J_ . '• �. _ � �5 RCP-III � - _ � _ � �- _ ____ 38' BST � '� - y 'iB��I � -- --- — -- — -- _ _ ___ _ _ --- --- — — — _ n� ��, _ — a, - �— ' _ �� � _ � � � — E ' -� � , �2 G1-- — � _ - - - � � — -- - 1 15�� � — �- - _ 39' �. � � � -_ --- - � RCP_III MT�-1 — ---- � - M�� — �- --- - - � � --- - - > � - _ - _ - - - - -- - — — - � _�- I -__ _ -- -- ' �T � TB 2G1` —_- _ -- _ ___ - --- J - — - __— - � -- � „ _._ �, -- - - - -_ -- - --1 - - � � � -- - �'� � 5 C NC _— � _ - _ _1 � 1 � . i _ ,_ — _ RE f I - � , � �_ - - __- � � - _ M�L � i�� T` -- --- � � ,- ' -- -� - �OVE DI �..� - - �-- - -- - -- - . _ -_ --T�- 2 6 n.. . _°=-- _-___ � ___ ____ � . _ __ — / ..__ "_. _' _ - — - — m �'- _.__"_ — __. '_— T .. �`II ° . ___ �' �� J --'_ — _ _ _ " ' _ „ ._'_" . " " ___ -. .. r. ' - . . _ -r� _ '__ ' - ' — — _ _ — _ _ � �'— ' ` -- � �� �'� �� - " �� �-�- FOR -LLT- PROFILE, SEE SHEET NO. 18 _ -- -- I� _ �-_ -��� -_ i � -_--�— — _ .. �_� _ _ � '�� FOR -LRT- PROFILE, SEE SHEET NO. 18 � PROJECT REFERENCE NO. SHEET NO. 6 1-5504 � ROADWAY �ESIGN HYDRAULICS � ENGINEER ENGINEER �`�`E RS�I 2 0 1 0 1 0 5 5 1 0 1 0 2 0 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2 ��0 �` Xs BresP PERMIT DRAWING cP LE = 20/.4Q SHEET 25 OF 26 2 100 / � \ i — — - -- -- --- 1 2:/ 2 090 � � X/ST G OU _ __ _ _ / \ — 2 080 / PRO OSE � — -- — -- -- -- � — — RO OSE 6� ST L P TE 3 5% � � BO J K � � � — -- -- 2 070 � � _ _ ) � � _ _ � � �— ��� EXlS lNG GRO N� 7 CUL ERT EXT Sl N ' � \ � � -- � ��� � � — 2 O60 sE =2 7.sa � Ex sriN �r cMP " _ 72" CULVERT EXTENSION 60" STEEL PLATE PIPE EXl lNG GRO ND Z OJ�O PROPOSED STREAM BED EXISTING 2� Z,� STREAM BED 2, /�. Rl —R PE E� RGY /SS/ ATO / � �, /� _ ___ ___ ___ / � � � cv.ss i RIP RAP (NP.) - --- --- EXISTING STREAM BED 2� 2:� GEOTEXTILE EMBANKMENT I (nP�) I GEOTEXTILE 7' VARIES 0' TO 8' � � CHANNEL EXCAVATION CROSS SECTION AT CULVERT ENTRANCE "� � FILL LOOKING DOWNSTREAM `� NTS � _ _ ___ ___ __ ___ _ __ ___ —_ ___ ___ ___ � � � � � vt _ Z —_ _ — �� G �� �� �� �� �� � H� r� �� iA£9 �� �� �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an xisting xisting Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure FillIn FillIn 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) lA L 24+00 TO 24+30 (LT) Stream Realignment < 0.01 < 0.01 20 28 1A L 24+30 TO 24+62 (LT) 48" CMP Culvert Extension < 0.01 38 1B L 28+02 TO 28+12 (LT) 66" CMP Culvert Extension < 0.01 17 16 L 28+10 TO 28+20 (LT) Bank stabilization < 0.01 < 0.01 23 13 1B L 28+29 TO 29+62 (LT) 14' X 14' RCBC Extension < 0.01 < 0.01 1C L 26+30 TO 27+19 (R� 48", 66" CMP Culverts Ext. 0.03 1D L 30+35 TO 30+67 (RT) Bank stabilization < 0.01 31 2A L 57+72 TO 58+05 (LT) Stream Realignment < 0.01 < 0.01 48 10 2A L 58+05 TO 58+84 (LT) 42" CMP Culvert Extension 0.01 < 0.01 31 26 L 59+15 TO 60+65 (RT) 48",54",60" RCP/Fill 0.01 169 2B L 59+59 TO 60+59 (RT) 48",54",60" RCP/Fill < 0.01 < 0.01 103 2C L 60+19 TO 68+91 (RT) 60" RCP/Fill < 0.01 0.11 742 2C L 64+73 TO 65+35 (RT) 60"RCP/Fill < 0.01 71 2C L 67+80 TO 68+07 (RT) Rip Rap in Channel < 0.01 33 2C L 68+07 TO 68+34 (RT) Bank stabilization < 0.01 < 0.01 32 5 3A L 75+45 TO 78+04 (RT) Stream Realignment 0.03 < 0.01 256 13 3A L 78+04 TO 78+15 (RT) 72" CMP Culvert Extension < 0.01 18 3A L 77+46 TO 77+48 (RT) Rip Rap in Channel < 0.01 < 0.01 33 10 3B L 79+50 TO 81+78 (LT) Stream Realignment 0.04 < 0.01 223 8 TOTALS*: 0.02 0.28 0.01 1888 87 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 • � � Prepared In the Offlce ofe HYDRAULIC DESIG11l GRAPHIC SCALES DESIG11l DATA PROJECT LEI�GTH RS�H 50 25 0 50 100 ADT 2016 = 95,900 ARCHITECTS E1�GII�EERS PLA11t1�ERS, I1�C. E1VGIIVEER ——— i ADT 2�40 = ��$,3�� 8601 SIX FORKS ROAD, SUITE 260 �- -� �� f� 0 Q ��\ RALEIGH, NC 27615 �' �' � � LENGTH ROADWAY TIP PROJECT I-5504 = 1.212 MILES �� ��� D H V = 10 % 2012 STA11iDARD SPECIFICATIONS i�Q �Oo� PLANS LENGTH STRUCTURE TIP PROJECT I-5504 = 0.000 MILES � \ o P.E. 2 1 D= 55 00 * TOTAL LENGTH TIP PROJECT I-5504 = 1.212 MILES SIGNATURE: � � 50 5 0 50 00 T 14 /o RIGHT OF WAY DATE: JASON TALLEY, PE � PROJECT ENGINEER ROADWAY DESIG11t 1� o V= 70 MPH FEBR_UARY l6 _ 2016 E1vGINEER ���� � Q PROFILE HORIZONTAL _ _ -- _ � � * TTST =10% + DUAL =4% *NOTE: EA TB ND LA ES U ED TO ALC LATE LEN TH OF PRO E T. �� �°�� o��Qo� � ) S OU N S C U G � C LETTIIIIG DATE: ALLISON DRAKE, PE �� p �O rJ O �O 2� FUNC CLASS = INTERSTATE PROJECT DESIG11i ENGINEER K. ZAK HAMIDI, PE FEBRUARY 16, 2016 PROFILE (VERTICAL) NCDOT coNTacT PROJECT ENGINEER P.E. DESIGN-BUILD UNIT SIGNATURE: / BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument � CM Parcel/Sequence Number 123 Existing Fence Line x- X- X Proposed Woven Wire Fence - Proposed Chain Link Fence - Proposed Barbed Wire Fence Existing Wetland Boundary - - - -�N� �- - - - Proposed Wetland Boundary �N� � Existing Endangered Animal Boundary � � ��^a Existing Endangered Plant Boundary �'� Existing Historic Property Boundary `���� Known Contamination Area: Soil '� � �'� Potential Contamination Area: Soil ,�?.� � Known Contamination Area: Water � �' Potential Contamination Area: Water �� � Contaminated Sifie: Known or Pofiential �� ��� BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap o Sign � Well ° W Small Mine �? Foundation 0 Area Outline � Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water -- - Hydro, Pool or Reservoir � � Jurisdictional Stream �S Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � Disappearing Stream � Spring �-����__ -�� Wetland � Proposed Lateral, Tail, Head Ditch � t �ow False Sump � �� � ��'� �� _�� �� ' ��� � �� � ��,����.�� � 1�� �����! � � 1��� � �1�'�� Note: 111ot to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R�W 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 ---�I—�I—�-. csx rRANSPORrArioN 0 MILEPOST 35 � swircH ♦ � w 0 v% '� v� in� 0 ��� v - — �' �� �'� �A� c i=. E TDE PDE Proposed Permanent Easement with Iron Pin and Cap Marker RDADS AND RELATED FEATURES: Existing Edge of Pavement Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail - Existing Cable Guiderail Proposed Cable Guiderail - Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge ��Y Woods Line �� DUE PUE TUE AUE 0 c F ti ����������i �� � Orchard Vi neya rd EXISTI11lG STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) �, �, , � � � � � v�r��yard couc � CONC WW � CONC RW �--------� O � H � � WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line �. TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS 6(S.U.E.*) - U/G Gas Line LOS C(S.U.E.*) - U/G Gas Line LOS D(S.U.E.*)- Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*j MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records End of Information W W A/G Water � ��S ��� • � 0 J. ?uT� us ; � � AATU R E.O.I. P A V E M E N T S C H E D U L E PROJECT REFERENCE NO. I-5504 RiW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2A-1 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, A 10.5" JOINTED CONCRETE PAVEMENT WITH DOWELS E 1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. R3 CONCRETE BARRIER TYPE ►►T►► PROP. APPROX. 1.25" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, C 1 AT AN AVERAGE RATE OF 1 37 . 5 LBS . PER SQ . YD . E 2 AT AN AVERAGE RATE OF 570 LBS . PER SQ . YD . R4 SI NGLE FACED CONCRETE BARR I ER PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE C2 AT AN AVERAGE RATE OF 137 . 5 LBS . PER SQ . YD . IN EACH OF E3 PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER THAN R5 5" MONOLITHIC CONCRETE ISLAND ( KEYED IN ) TWO LAYERS. 5.5" IN DEPTH. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, PROP. APPROX. 9" ASPHALT CONCRETE BASE COURSE, TYPE 625.00, C3 AT AN AVERAGE RATE OF 168 LBS . PER SQ . YD . I N EACH OF TWO LAYERS . E 4 AT AN AVERAGE RATE OF 513 LBS . PER SQ . YD . I N EACH OF R 6 EXPRESSWAY GUTTER TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE CL�. AT AN AVERAGE RATE OF 112 LBS. PER��SQ. YD. PER 1" DEPTH. TO BE E 5 PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER THAN R 7 SHOULDER BERM GUTTER PLACED IN LAYERS NOT LESS THAN 1.5 OR GREATER THAN 2 IN DEPTH. 5.5" IN DEPTH. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, C rj AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. J 1 PROP. 6" AGGREGATE BASE COURSE. R 8 32" MEDIAN BARRIER WITH 14" GLARE SCREEN PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D, C 6 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE � 2 PROP. 8" AGGREGATE BASE COURSE. S 4" CONCRETE SIDEWALK PLACED IN LAYERS NOT LESS THAN 1.5" OR GREATER THAN 2" IN DEPTH. PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, LIME TO A DEPTH OF 8" AT A RATE OF 20 LBS. PER SQ. YD. OR D1 TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. K CEMENT TO A DEPTH OF 7" AT A RATE 55 LBS. PER SQ. YD. T EARTH MATERIAL D 2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, P PRIME COAT U EXISTING PAVEMENT TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 3 TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER��SQ. YD. PER 1" �1 1'_6" CONCRETE CURB AND GUTTER W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS) DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5 IN DEPTH OR GREATER THAN 4" IN DEPTH. D 4 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, R 2 2'-6" CONCRETE CURB AND GUTTER �( 3.0" PERMEABLE ASPHALT DRAINAGE COURSE (PADC) TYPE I19.OD, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 5 TYPE I19.OD, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1►► DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2. 5" IN DEPTH OR NOTE : PAVEMENT EDGE SLOPES ARE 1: 1 UNLESS SHOWN OTHERWISE . GREATER THAN 4" IN DEPTH. PAVEMENT SCHEDULE ►► VAR. DEPTH A 10.5 CONCRETE E5 g25.00 C1 1.25" SF9.5A J2 8" ABC �� STABILIZED C3 3 S9.56 K SUBGRADE VAR. DEPTH C4 S9.5B R5 CONCRETE ISLAND �� EXPRESSWAY C5 3 S9.5D R6 GUTTER VAR. DEPTH SHOULDER BERM C6 S9.5D R7 GUTTER ►► MEDIAN BARRIER D2 4 I19.06 R8 WITH GLARE SCREEN VAR. DEPTH D3 I19.06 T EARTH MATERIAL D4 3" I19.OD U EXIST. PAVEMENT VAR. DEPTH D5 I19.OD X 3" PADC VAR. DEPTH E3 g25.0B VARI ES 4' - 12' D2 VARIES � With J2 C3 4' FDPS � � R VARIES 0 4' FDPS VARIES � VARIES 4' - 12' ' I i i C3� I �2 i VARIES r i � i � J2 �� � GRADE TO THIS LINE Detail Showing Median Barrier Glare Screen Between Ramps and SEE PLANS FOR LOCATIONS � � VARIES 4' - 12' I� I I i D2J C � Vq� � � �2 4' FDPS � 4' VARIES K 4' FDPS VARIES VARI ES 4' - 12' J2 C3 � D2) VA� � Loops �� � - GRADE TO THIS LINE Deta i I Showi ng 5" Monol ith ic Concrete Island Between Ramps and Loops SEE PLANS FOR LOCATIONS ORIGINA GROUNC ��.�-,�� �., � � ��� ���.� Detail Showing Paved Shoulder in Relation to Expressway Gutter - Mainline SEE PLANS FOR LOCATIONS USE WITH —L— TYPICAL SECTION ORIGINAL GROUN[ � 0 30' CLEAR ZONE "'' � � viwv� i v i ni� LIIVC Detail Showing Paved Shoulder in Relation to Expressway Gutter - RPD SEE PLANS FOR LOCATIONS USE WITH —RPD— TYPICAL SECTION 1%�:�'��7��I�!(�t� VI\/"►VL 1 V 11 IIJ LII�IL �-` ORIGINAL GROUND Deta i I Showi ng Paved Shou Ider i n Relation to Shoulder Berm Gutter - Mainline SEE PLANS FOR LOCATIONS USE WITH —L— TYPICAL SECTION PROJECT REFERENCE NO. I-5504 RiW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2A-2 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BEGIN RAMP DESIGN PAVEMENT DECELERATION RAMP ACCELERATION RAMP 1 BEGI RAMP DESIGN PAVEMENT DETAIL SHOWING LIMITS OF PAVEMENT DESIGN BEGIN LOOP DESIGN PAVEMENT , � � � � �,,, � � �, � --- --- _ _ __ _ � -L- ��������������������������� ������������� ������������� BEGIN LOOP DESIGN PAVEMENT DETAIL SHOWING LIMITS OF PAVEMENT DESIGN C5 E5 � —L— �� � i1��, _ �� � -r - 2 1%1,� � MIN. '� 4" MIN. U D5 D4) E5 � � �� 1 �� — � - 2 12" �-- MIN. � � 4" � MIN. Detail Showing Method of Wedging SEE PLANS FOR ALL WEDGING LOCATIONS � —Y— Detail Showing Method of Wedging SEE PLANS FOR ALL WEDGING LOCATIONS PAVEMENT SCHEDULE ►► STABILIZED A 10.5 CONCRETE K SUBGRADE C1 1. 25" SF9 . 5A R3 CONC . BARR I ER ►►T►► C5 3" S9.5D T EARTH MATERIAL C6 VAR. DEPTH S9.5D U EXIST. PAVEMENT D4 3" I19.OD W WEDGING E4 9" B25.00 X 3" PADC 10' 6' � Nz �O ORIGINAL - ~ � `� v � 2� �� GROUND -��� OZ � �� 4:1 = 6:) VARIABLE SLOPES SEE X-SECTIONS 10' 6' I Z � ORIGINAL p � GROUND � v J � ?'I � O ,� Z � � / r\ � 4:� VARIABLE 6•'1 SLOPES SEE X-SECTIONS 18' 6 :1 1' ' � � 17' * 14' FDPS 0.04 L 18' 6 :1 VARIABLE MILLING NEW PAVEMENT OR WEDGING � �5 �� I � � ----- 3„ 3" MAX. � Detail Showing Milling At Pavement Tie-I ns -L- STA. 16 + 45.00 TO STA. 16 + 70.00 2' VARI ES 10'-14' GRADE TO THIS LINE 12' VARI ES 0'-12' � � � � � , � � LANE TO BE LANE TO BE STRIPED OUT STRIPED OUT \ \ � BETWEEN LOO & RAMP 0.02 15" 12' GRADE POINT 0.02 U 12' GRADE 0.02 POINT GRADE TO THIS LINE � LLT 12' 12' V��I 4'-2 5' 0.02 0. 10' �- ORIGINAL GROUND � _��,-,_\?� VARIES 2 2'-2 5' VARI ES 0'-18' 6:1 6' 2' 18' 4:� � 17' 14' FDPS 0.04 Deta i I Showi ng Stormwater Management Ditches -L- STA. 36 + 00.00 TO STA. 37 + 00.00 LT. -L- STA. 43 + 50.00 TO STA. 46 + 00.00 LT. -L- STA. 62 + 50.00 TO STA. 65 + 30.00 LT. -L- STA. 56 + 00.00 TO STA. 56 + 50.00 RT. � -L- � VARI ES �� � � 2 2'-2 5' i VARI ES VAR � � � � 0'-18' 4'-2 5' 6 _� I 0.04 0.02 � � � � � D4 15" T ' GRADE TO THIS LINE ' TYPICAL SECTION NO. 1 -L- STA. 16 + 45.00 TO -L- STA. 19 + 25.00 12' LANE TO BE STRIPED OUT � � 0.02 � / / 13' 0.04 0.04 14.75 TYPICAL SECTION NO. 2 -L- STA. 19 + 25.00 TO -L- STA. 83 + 25.00 12' GRADE PO I NT 0.02 U 15" VARI ES 2' � 10'-14' � N OJ a� W� ZO � c5 � 0.04 6:� --� 4 � � E4 � I � - GRADE TO THIS LINE 30' PROJECT REFERENCE NO. SHEET NO. I-5504 2A-3 RiW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �,`ORIGINAL VARIABLE GROUND SLOPES SEE X-SECTIONS *NOTE: RUMBLE STRIPS TO BE APPLIED TO INSIDE MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE WITH STANDARD DRAWING 665.01 AND 720.01 12' 0.02 � LRT 12' GRADE POINT 0.02 12' GRADE TO THIS LINE 17'* 14' FDPS 0. 04 � Z N O� �� w� Z� _ � (T � � *NOTE: SEE SHEET 2B-1 FOR TYPICAL SECTION UNDER BRIDGE, RUMBLE STRIPS TO BE APPLIED TO INSIDE MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE WITH STANDARD DRAWING 665.01 AND 720.01 �, `ORIGINAL GROUND 30' I ORIGINAL GROUND VARIABLE � ` SLOPES SEE X-SECTIONS ORIGINAL GROUND �` PAVEMENT SCHEDULE C3 3" S9.5B D2 4" I19.06 J1 6" ABC J2 8" ABC STABILIZED K SUBGRADE R2 2'-6" C & G R4 SINGLE FACED BARRIER T EARTH MATERIAL ORIGINAL GROUND J� ORIGINAL GROUNDJ1 30' SOUND WALL VARIABLE SLOPES SEE X-SECTIONS 6•� ti T 4' 14' 10' PDPS (C3 Detail Showing Paved Shoulder In Relation to Sound Wall -RPD- STA. 11 + 52 .2 5 TO STA. 2 0+ 00. 00 „ �D2 C 6 ,� � � 1' �2 I � Deta i I Showi ng Pavement For Ramps and Loops ORIGINAL l,� GROUND ORIGINAL J,� GROUND 30' 10' ORIGINAL ~J� ?'� GROUND - � � ^ � -��-� � 6:1 W 4' VARIABLE SLOPES FDPS SEE X-SECTIONS (C3 �� �?) (K GRADE TO — THIS LINE 10' ORIGINAL ~ J ^ ?•� GROUND - � �'� _��-� 6:� VARIABLE SLOPES SEE X-SECTIONS 14' Z J 17' W/GUARDRAIL O�- 4� � � wp FDPS z`� Q = 0.�0 �.�2 G�- R � C 6•� � VARIABLE SLOPES SEE X-SECTIONS N H U � O � � Z � O� �V w � ZO 4:) _ 10' ORIGINAL ~ � ^ ?�� _��-�� GROUND ��1� VARIABLE SLOPES SEE X-SECTIONS 18' 6 :1 9 T � T z� Ov w � Z� 4:�= VARIES 12'-20' GRADE C3 POINT � D2 �.�2 � � -RPB- � j 4, ��. — j 4, � FDPS i i � �.�2 0. 12' 15" T : J2 K T , GRADE TO THIS LINE �yPICAL SECTION NO. 3 -RPB- STA. 14 + 31.99 TO STA. 24 + 92.89 18' 6 :1 12' 4' E-� FDPS Ct-LPB- VARIES 4'-13' j VARIES 12'-24' I I � �� ! D � GRADE � / � 2� � R2 14' �0.04 I ' 0 0� � �/ � �O I NT I I 0.02 , 2„ T 15" �- � T � K J2 � GRADE TO THIS LINE TYPICAL SECTION NO. 4 -LPB- STA. 12 + 04.97 TO STA. 18 + 55.04 Ct -RPD- 14' ** VARIES 12'-20' �_4' 12' � � —i - 17' W/GUARDRAIL i 10' , 4� I i 4, t �� � PDPS �FDPS C3 GRADE ��� FDPS� C3 � POINT � 0.08 0.04 ' 0.02 0.02 � 0. ( � — 15" N J J L.L � � 6:� � T � �•�* � z O � W Z 2 � J J Ll_ cc O 6' 10' �•� ^ � f ORIGINAL ^ � J - GROUND �-��- 6 :1 VARIABLE SLOPES SEE X-SECTIONS PROJECT REFERENCE NO. I-5504 RiW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2A-4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED *NOTE: 4:1 MAX FILL SLOPE WITHIN INTERCHANGE, RUMBLE STRIPS TO BE APPLIED TO INSIDE MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE WITH STANDARD DRAWING 665.01 6:) ?•�.� VARIABLE SLOPES SEE X-SECTIONS 30' ���) J2 � T � - GRADE TO THIS LINE TYPICAL SECTION NO. 5 SEEI XBSECTIONS -RPD- STA. 13 + 03.36 TO STA. 28 + 66.57 ** SEE SOUND WALL DETAIL Ct-LPD- � 18' 12' VAR. ! VARIES 12'-20' 2' 14' 4'-16 i z �n J I O -� 4' c- � I W � FDPS i GRAD�C3 � � � O � POINT '� Z � 0 04 0.02_ 0 0 0.02 = �, ` ORIGINAL GROUND �- ` *NOTE: 4:1 MAX FILL SLOPE WITHIN INTERCHANGE, RUMBLE STRIPS TO BE APPLIED TO INSIDE MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE WITH STANDARD DRAWING 665.01 �,` ORIGINAL GROUND � �` ORIGINAL GROUND *NOTE: 4:1 MAX FILL SLOPE WITHIN INTERCHANGE, RUMBLE STRIPS TO BE APPLIED TO INSIDE MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE WITH STANDARD DRAWING 665.01 -_� 6: � 6'� � � 15" I 12 "� ?•��. T �� '��- GRADE TO THIS LINE VARIABLE SLOPES TYPICAL SECTION NO. (� SEE X-SECTIONS -LPD- STA. 12 + 71.56 TO STA. 26 + 65.19 ORIGINAL � � GROUND �,` ORIGINAL GROUND *NOTE: 4:1 MAX FILL SLOPE WITHIN INTERCHANGE, RUMBLE STRIPS TO BE APPLIED TO INSIDE MEDIAN AND OUTSIDE SHOULDERS IN ACCORDANCE WITH STANDARD DRAWING 665.01 � � 0 �9 O N I[ � �� Q� � �' 0��� � �:� � � 0 <9 O N i[ C� �� Q�` i� �L ��� � � 0 �9 O N I[ � �� Q� � �' 0��� � �:� PROJECT REFERENCE NO. SHEET NO. I-5504 2B-1 ROADWAY DESIGN PAVEMENT DESIGN ,�r� ,r � ENGINEER ENGINEER -,���ir� ; DOCUMENT NOT CONSIDERED FINAL `0 UNLESS ALL SIGNATURES COMPLETED ,I � � llbM 3SW . � ' � � � : � p �r Z � X `O� �� o O � � � ll`dM 3SW � . z �� �� � ` N O c� -- - - , � c� �p �t Z � � � Z M � � � �I� � Q � p � � O O --� W W� W � W �Z - - Z � Z � � . � - � r � � U � � Q � N � Q i O� '� (' G" NI � p Z p c+� � �� 0. � O Q . N � Y � � �� � � - -, W W � � � QW~ � ^ �W � � o , J `o N � � Z N 0 U � � tV d Z � W, � w �, � o � , � o �� � O � � � � w p � i� •�o � I `ri :o , � � � � � � � � O , � W J � o r" o� � m OO � � � � W ,o ��, � o � UZ �w��o � >> , o � Z � � V '- w � � •� � � p Q � � p � �' . � I � i � Z U m ' � ` I � 0 � � �O �IZ � � � N � � N: � �! � � � � � � � � ��I� � � �O � W o- N : i M �` - - -- - - - - -- - I � � � � - - -- - � - - - - � - - � `'' � � M Y Z I m '�' o i N Q i � � � � ; � 0 J W � � �' p N � O� �A X � I m � I � �: o � ��------ ----�----------- `" � V � ���'o! / � � � � �� �� � � � � O� � ��Ww�� � Z � . �' � �� � Z°°�O � V M� o Z � � � � ��� U ? O I � � � � ,�o, o�� Z �; � � o Q � � /m�� o � U � Z i— � U � � % cn�� � tw W W� � J 2 N � Z 2 , N Q a = '_ � � � o a = '_ � � � � � � 3 � c�� � � 3 � � � 0 0 � � "' �o p/ ,- o o � � w � I �� w V H� c�i � �� o� � W � W 1— � � � � � �' � u� Q U Q � / W � � � / O � d. , � �n � N ,� Q V Z ` 0 , � � �' "' � Q � � �m��� � � � `�' `'' � Q � � �O . � � �� i v�/ � z � � a. Z , � p� Z , � p� � , � o O v� � � o O v� i��/o ,� U � m � ,� U � m ' Hi w� cv . i � r a o �� o '� Q o ��Zm�o � � - i'- � / z � 0 Q �� Z J Q Z � 0 Q �� Z J Q �, � % - � J � 0 O�� O O N V J Q� ` N � J � 0 O�� O O N V J Q� � � � � p_I . I � � r � � � W Z � � � �' � � W � � � � � � � W Z � � � �' Z O` � Z � � Wm �� 0 � O� � Z � Wm � � W ��— �� � W ��— �� � Z V Qm °a°m . V Qm °a°m cn � J m U W ;o �l`dM 3SW .� m U w �I'� `t w U W� 0� � V W� �� �� p : � �Z �Z � �Z �Z � � �, W �3 m3 � �, W �3 m3 Q � � "' > °� o� Q � � "' > °� o� ;Q llb'M 3SW � p ^ � � 0� N� � p ^ � � �� N� �� � � Z Q Q o^� o� � cn0 j0 Z Q Q o ^° o� � v�0 �0 �� �,o O � J U � z cn O cn � �—' U � z cn O v� w p p 2 v� N�� Z w p p 2�� N�� z � N c., � 0 � �> �.�- � X Y � N c.i 0 � 0 �> �.�- � X Y 0 c�� � 0 �9� O N I[ � �� Q� � �' 0��� � �:� N� � O �9� O N I[ � �� Q� � �' 0��� � �:� N N� I�-_ O C �C �� ��- C � O- N� �� W� �L �i� m, o� �- c � o- �� �� w� �� N� 2,230 2�22� 2,210 2 �2 �� 2,190 2,180 PROPOSED TOP OF WALL � —LPD- 10' MIN. 2'-6" C&G 0.�2� � — PROPOSED CONCRETE DITCH i � EXISTING GROUND PROPOSED RETAINING WALL PROPOSED BOiTOM OF WALL SECTION THROUGH RETAINING WALL —RW5— STA. 22 + 10.88 TO STA. 25 + 80.89 � —LPD— nn�n�rrr� r�n ♦ �► � ♦ r.� e��v � � � � SECTION THROUGH LOW POINT —RWS— STA. 2 5+ 45 . 09 � _�--�� ;--�-�� � �� �--�-�r 15" CMP END PERMANENT I RETAI N I N G WALL -RW5- -RW5- STA. 2 5 + 80.89 (-LPD- 18 + 57.79, 61.07' RT.� c�i iwin ��i� i i TYPE B-77 --------- � 11 \ 1/ r P► T ♦ A A . 7 A 7 7 11 \ 1/ r f'+ T♦ A r . I r �1 r1 �—`� v— � v i v--r.vv, v i.--r �� �.� � � PRELIMINARY RETAINING WALL ENVELOPE � � '!�-' � �o ��� � ao _ �N+ �--- — — -- ---- -- -- ---�--- -- -- --- I J N PROJECT REFERENCE NO. I-5504 RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2B-12 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �—�.� v— �� i � v.vv� ��. � �� �.� BEGIN PERMANENT RETAINING WALL -��.. �- -RW5- STA. 2 2+ 10 . 8 8 �-LPD- 22 +10.88, 61.62' RT.� �. � 2,230 ` ; i i � ; I I � � �; � i I� �I i ; � � 2 22� � li _ i _ i i -- !I il il i 1I_ ll _ Q�� II __ �I _ il II _ I I- -!I �: I_ J � � i_ I � i � �_, . i ' � � � � a0 �/i � � �� o - � �� � �� NQ O� °o� ZN� �? � � ,� � � �� �� j_� �, _�I �� �� I_� � ��, � �� O . �+_ � � N� ; � 2,21 O _ , _ _ � : _ � � �1� �� I� NN �� �� � � �� I� � � � � � a —RWS— - N �� �' N --- �� - �� °�N' N �� �u°�� -- - -- - �� N �� rjN �N +°� r�� �� �°o � � �_ �--� �- RT. O F —LP D— ;--� �; �, o �� N �� N N � N � N �N � �--� � �--� � � � 2,2 00 ��1 �J �J N II N II �QJ WALL LENGTH = 370.01' �, � `��' `�`� �� �J �� �� _ _ �s � � �� �� � _ '�---� _ _ AVG. WALL H EIGHT =10.92' ,I e � ` ,\ � ; - - - -- � � ,� � � _ � _ __ __ � WALL FAC E AREA = 3 744 . 94 S F -. o -: -: -- -�- � _ __ ___ __ � T OP OF W ALL � o�o _-- --- _ ---- _ _ _ _ . _ 2 18 0 --- J � � -� � __ _ __ _ ,II N - �� -. . - - -- -- _- - _ � _ � i _ - __� : � � _'� � ` �_ � I_-'�_ _ _ _ - o o � �4P ��4 � � ' � __ _ _ — � i' � � � ' � � � — — �— _ — — -- _ > � °o ' 1`)Ie43 I� _ � + cv - ��459 � j �- o I - �_J3 o e / N _ : -- �---L - --,I =- � � �� �v n , ( )Oo8 53/ I .3/ g/ -- ; _ -�--�� , o ° o _ -- - - 2,170 I --��_._ ----;_ �_—_-- � � -- -- 1—_— ' i — — !, i — -- � J — � — — ---_— — _ . - r.,� — -- — --- _ i_- -�— — i - -- � __ � � _ _ �, __ _ __ � --- — _ __ . __ _ _ . __ I !-- i ' �---! � � � � � � � � � � � � a r j �� �� �N �� a - - _ _ � '�' N — op � � a <o a a�'`� � N � � � _ �� �N +N � � . ___ _ ___ __ _ _ __ -- - _. .__. _ � � _ __ ___ a a � � � � � � �i J I i _ �i i - �i -'i o �� i � N N �� N �� � N � N - _ __ _ i _ - -- � Z,� 6O _ .- _ i - - �_ _� _ � __i i� _ � ��, ��_�__I, � ��__i - . _i� ��_i� _� i� - ��_ - - � � �_ N ii o J � _ _ - - - --- - o N i i - N u _ - � - �_ _ _ -- �- _ -- !-�-- _ '- o J cn �u � W o� o� �W �W �W I -� � �: �_ -�: � _ -.- �_ ---- � --.--- _�_ _--�� _ -. �- �-I ;_�---� _-�I__� -�-�--�- �, �__,__ --,I _ . -�--,-;I ;-�---�� _ -��__---- � _;, _' . --- _ -- -NOTE: THE WALL ENVELOPE DOES NOT ACCURATELY _ 2,150 � �� I�� � I��� I �, � � _� �_ � _�, �, � � �_ _ ��; _ I __ I -. __ I _._ I _ _ I ----_ I __ _ __, : _--- :__- _,_, __ : -_, __ ---_, �-� --� __ __� _�_ � _- _ D E PI CT TH E ACTUAL FAC E O F WALL. � � � � � I II I II � � � II I -� r_ II I I �I I �I I �I I �I I II I 2 140 , 22 23 24 25 26 D ETAI L A SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground 2. 1 � Variable �� � D �' Fill Slope GEOTEXTILE B Min. D= 2.5 Ft. Max. d = 2 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class B Rip-Rap FROM STA. 20 + 75 TO STA. 23 + 00 RT -L- DETAIL G CHANNEL CHANGE ( Not to Scale) Natural Natural Ground ?• j D �•.� Ground d Geotexiile � @ � Min. D= 2 Ft. Max. d = 2 Ft. B = b Ft. of Liner= Class B FROM STA. 24+27 TO STA. 24+45 LT -L- FROM STA. 57 + 75 TO STA. 57 + 95 LT -L- DETAIL O SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 oC � Fill Ground 6.� p b'• ��e< Slope F� � Min. D = 3 Ft. B = 2 Ft. FROM STA. 16 + 00 TO STA. 20 + 00 RT -RPB- DETAIL V SPECIAL LATERAL 'V' DITCH ( Not to Scale) t � Fill o p Natural p�•�p�,�e< Slo e Ground 4'j D �C� d /� Geotextile Min. D= 4 Ft. Type of Liner= Class I Rip-Rap Max. d= 1.5 Ft. FROM STA. 16+76 TO STA. 18+40 RT -RPD- DETAIL CC BANK STABILIZATION ( Not to Scale) 10'min.-►� Natural � -1.5 FT. Groun Ditch �.5'min. Grade / GEOTEXTILE -� Type of Liner= 18 TONS, Class I Rip-Rap Geotextile= 26 SY DETAIL B SPECIAL LATERAL 'V' DITCH ( Not to Scale) �-� Fill Natural �,'.� �,�et Slope Ground ?'I p F�a � Geotextile � Min. D= 1.5 Ft. Type of Liner= Class B Rip-Rap Max. d= 1.5 Ft. FROM STA. 22 + 40 TO STA. 24 + 30 LT -L- DETAIL H LATERAL BASE DITCH ( Not to Scale) Natural � - Fill Ground `?'I p g'.� 1'iFt. Slope d GEOTEXTILE B Min. D= 2 Ft. Max. d = 2 Ft. *When B is < 6.0' B- 2 F}, Type of Liner= Class B Rip-Rap b= VAR 1.5-5 Ft. FROM STA. 26+50 TO STA. 28+10 LT -L- FROM STA. 28+25 TO STA. 28+75 LT -L- FROM STA. 29 + 00 TO STA. 30 + 00 LT -L- DETAIL P SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 OC � � Pill Ground 6•� p b�•�o�te< Slope F � Min. D= 1 Ft. B = 2 Ft. =ROM STA. 39 + 00 TO STA. 42 + 50 LT -L- DETAIL W SPECIAL CUT DITCH wMINGE ( Not to Scale) Natural Ground � � 9P j d��et 9��F ot �\ �� Front 6'� D '��� Ditch 6.0' Slope B Min. D = 2 Ft. B = 2 Ft. DETAIL C SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground ?. 1 � Variable tl � D Z' Fill Slope GEOTEXTILE ,.B„ Min. D= 2.5 Ft. Max. d = 2 Ft. *When B is < 6.0' 6= 2 Ft. Type of Liner= Class I Rip-Rap D ETAI L D SPECIAL LATERAL BASE DITCH ( Not to Scale) ,� pC Natural Ground ?. 1�� e'� ` Fill d �- � � �c�a� Slope GEOTEXTILE �.! Min. D= 2.5 Ft. Max. d = 2 Ft. *When B is < 6.0' 6= 2 Ft. Type of Liner= Class I Rip-Rap FROM STA. 23+00 TO STA. 24+25 RT -L- FROM STA. 24+25 TO STA. 25+75 RT -L- DETAIL I BANK STABILIZATION ( Not to Scale) 10'min.-►� Natural �- 1 FT. Ground Ditch - 1.0'min. Grade GEOTEXTILE Type of Liner= 2 TONS, Class B Rip-Rap Geotextile= 5 SY =ROM STA. 30 + 48 TO STA. 30 + 53 RT -L- DETAIL Q STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 6.� b.� Ground D Min. D= 0.5 Ft. g� B = 2 Ft. FROM STA. 11 + 70 TO STA. 12 + 85 RT -LPB- DETAIL J SPECIAL CUT DITCH ( Not to $cale) t Front 1 ° Ditch Natural 15�,�et $lope Ground ?'J D F\�' � - Geotextile Min. D= 2 Ft. Type of Liner= Class B Rip-Rap Max d= 2 Ft. FROM STA. 30 + 00 TO STA. 32 + 50 LT -L- FROM STA. 58 + 50 TO STA. 61 + 50 LT -L- DETAIL X SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 �� � Fill Ground 4.• j �' ��e� Slope d p F�a Geotextile � � B� Min. D= 4 Ft. Max. d = 1.5 Ft. B = 6 Ft. Type of Liner= Class B Rip-Rap DETAIL R SPECIAL CUT BASE DITCH ( Not to Scale) Natural .� � Front Ground 6•� p b'• Ditch Slope ��_B�� Min. D= 1.5 Ft. B = 2 Ft. FROM STA. 50 + 50 TO STA. 52 + 75 RT -L- FROM STA. 56 + 50 TO STA. 57 + 00 RT -L- DETAIL Y � BERM DITCH z � Q ( Not to Scale) Q� w �J v�iN U� 5.0' VAR 5.0' � -VA-R �I 2,, � � 10.0' v.C. D Min. D = 1 Ft. D ETAI L E LATERAL BASE DITCH ( Not to Scale) Natural I� � Fill Ground � � ?'J D r�,'.� 1'%Ft. Slope GEOTEXTILE -� g Min. D = 2 Ft. Max, d = 2 Ft. *When B is < 6.0' 6= 2 Ft. Type of Liner= Class I Rip-Rap b= 5 Ft. DETAIL F SPECIAL CUT DITCH ( Not to Scale) ` Front I .� ot Ditch Natural �j ,��5�e� Slope Ground ?•j ��4 D - Min. D= 2 Ft. FROM STA. 25 + 75 TO STA. 26 + 70 RT -L- FROM STA. 24 + 50 TO STA. 25 + 00 LT -L- FROM STA. 58 + 00 TO STA. 58 + 50 LT -1.- FROM STA. 25 + 00 TO STA. 26 + 50 LT -L- DETAIL K SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural � � Variable Ground d 3• p 3'1 Fill Slope GEOTEXTILE �� I� Min. D= 2 Ft. Max. d = 2 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class B Rip-Rap FROM STA. 32 + 50 TO STA. 36 + 00 LT -L- DETAIL S SPECIAL LATERAL 'V' DITCH ( Not to Scale) ,� �-- F�u �,'• Slope Natural Ground ?7 p d Geotextile �� Min. D= 1.5 Ft. Type of Liner= Class B Rip-Rap Min. d= 1.5 Ft. FROM STA. 57 + 50 TO STA. 58 + 90 RT -L- DETAIL Z SPECIAL CUT DITCH w/HINGE ( Not to Scale) Natural Ground 9 6.0' �- t ��� � .�6j•.� � � Pront `� �.� p �•�o�te� Ditch d �C Slope Geotextile Min. D= 2 Ft. Type of Liner= Class B Rip-Rap Min. d= 2 Ft. FROM STA. 62 + 00 TO STA. 62 + 50 LT -L- FROM STA. 62 + 00 TO STA. 66 + 00 RT -L- FROM STA. 64 + 00 TO STA. 73 + 25 LT -L- FROM STA. 13 + 30 TO STA. 14 + 80 LT -RPD- DETAIL DD STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� �•:� Ground D d i_ Geotextile � B Min. D= 1 Ft. *When B is < 6.0' B- 2 Ft. Type of Liner= B Rip-Rap DETAIL EE SPECIAL CUT BASE DITCH ( Not to Scale) Natural 1 �t � Front Ground ?• j p ��a��e� Slope d 1 Ditch Geotextile B Min. D = 1 Ft. Max. d = 2.2 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap =ROM STA. 68 + 07 TO STA. 68 + 34 RT -L- FROM STA. 68 + 30 TO STA. 69 + 00 RT -L- FROM STA. 69 + 00 TO STA. 69 + 50 RT -L- DETAIL II LATERAL 'V' DITCH ( Not to $cale) Natural .� � f- Fill Ground ?•) p `L�• 1'%Ft. Slope d Geotextile -/ Min. D= 1.5 Ft. Max. d = 1.5 Ft. Type of Liner= Class B Rip-Rap b= 5 Ft. FROM STA. 78 + 25 TO STA. 79 + 85 RT -L- DETAIL JJ CHANNEL CHANGE ( Not to Scale) �N atu ra I �--- Ground d� ;� p �"�Ft. ceolex7i�e � H, Min. D= 3 Ft. Max. d = 5 Ft. B = 10 Ft. Type of Liner=Class I Rip Rap b= 5 Ft. Proposed Natural Fill Slope Ground FROM STA. 80 + 70 TO STA. 81 + 40 LT -L- Exist. Channel DETAIL FF SPECIAL CUT BASE DITCH ( Not to Scale) O� Gaou d v'.•j p � a�ce� Slope d Ditch Geotextile -� B Min. D= 2 Ft. Max. d = 2 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap FROM STA. 73 + 25 TO STA. 75 + 00 LT -L- DETAIL KK LATERAL BASE DITCH ( Not to Scale) Natural � � I Fill Ground S• j p.� �J'1 1'�Ft. Slope d GEOTEXTILE I g Min. D = 1.5 Ft. Max. d = 1.5 Ft. B = 2 Ft. Type of Liner= Class I Rip-Rap b= 2 Ft. FROM STA. 81 + 60 TO STA. 82 + 15 LT -L- DETAIL GG SPECIAL CUT DITCH w�HINGE ( Not to Scale) Natural Ground 9 � 4.0' I c ����m b'� � � Front ? `�'I D F�a'cte Ditch d t Slope Geotextile B � �->< Min. D = 2 Ft. Max. d = 2 Ft. Type of Liner= Matting B- 2 Ft. FROM STA. 75 + 00 TO STA. 76 + 50 LT -L- DETAIL LL SPECIAL CUT BASE DITCH ( Not to Scale) Natural .� Front Ground ?.� p 'L�• Ditch Slope � Min. D= 1 Ft. B = 2 Ft. ROM STA. 14 + 00 TO STA. 15 + 50 RT -YIA- DETAIL M SPECIAL LATERAL BASE DITCH ( Not to Scale) pC Natura� ��j'1 - Pill Ground ?•J �• ,��et Slope p F�o Geotetile B Min. D = 2 Ft. Max. d = 2 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap FROM STA. 38 + 50 TO STA. 39 + 50 RT -L- FROM STA. 76 + 50 TO STA. 78 + 90 LT -L- D ETAI L T TOE PROTECTION ( Not to Scale) d�,�g< F� Notural �.1�°`�S\oQe Ground b � �d d = 1 Ft. b= 1 Ft. Geotextile Type of Liner= Class B Rip-Rap FROM STA. 13 + 60 TO STA. 16 + 00 RT -LPD- FROM STA. 15 + 30 TO STA. 17 + 00 LT -RPD- DETAIL AA LATERAL 'V' DITCH ( Not to Scale) b Natural t- Fill Ground ?•j p `L�, 1'7Ft. Slope d Geotextile Min. D= 2 Ft. Min. d= 2 Ft. Type of Liner= Class B Rip-Rap b= 2- 5 Ft. FROM STA. 11 + 50 TO STA. 13 + 30 LT -RPD- DETAIL HH CHANNEL CHANGE ( Not to Scale) rvaTurai i �---- � Groun �S.� p �5'1 1"/Ft. d GEOTEXTILE � I B Min. D= 2.5 Ft. Max. d = b Ft. B = 7 Ft. Type of Liner=Class I Rip Rap b= 5 Ft. D ETAI L MM BANK STABILIZATION ( Not to Scale) 10'min.- 1 FT. - DiYch � Grade 1.0'min. � GEOTEXTILE � Type of Liner= 3 TONS, Class B Rip-Rap Geotextile= 5 SY DETAIL N SPECIAL LATERAL 'V' DITCH ( Not to Scale) � `- Front o Ditch Natural `L�'� ,�+�et Slope Ground ?'I p F�a d Geotextile Min. D= 2.0 Ft. Type of Liner= B Rip-Rap FROM STA. 39 + 50 TO STA. 40 + 50 RT -L- DETAIL U SPECIAL LATERAL 'V' DITCH ( Not to Scale) t `- F�n o P Natural �•.� �,�g< Slo e Ground 4'j D F�a d Geotextile --� Min. D= 4 Ft. Type of Liner= Class B Rip-Rap Max. d= 1.5 Ft. FROM STA. 59 + 50 TO STA. 62 + 00 RT -L- DETAIL BB RIP RAP CHANNEL ( Not to Scale) 10'min. �-1.5 FT.-� 1.5'mi� / B GEOTEXTILE ' • g= 6 Ft. Type of Liner= 36 TONS, Class I Rip-Rap Geotextile= 60 SY FROM STA. 67 + 80 TO 68 + 07 RT -L- Proposed Natural Fill Slope Ground FROM STA. 75 + 60 TO STA. 77 + 75 RT -L- FROM STA. 28 + 10 TO STA. 28 + 20 LT -L- Exist. Channel NR90GECECCLT,8/23/2016, R:\Roadway\Doc\ROW Parcels.xls PARCEL No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL lNDEX SHEE�'' SHEET No. PROPERTY OWNER NAME 4 RIDGEFIELD BUSINESS CENTER PROPERTY OWNERS ASSOC., INC. 5, 6, 10 TSLF BILTMORE, LLC (BILTMORE SQUARE MALL) 6, 7 G. E. ENTERPRISES, INC. 7 GLOBAL COUNTRY OF WORLD PEACE, INC. 7, 8 CAROL BRIGMAN CAMPBELL 7, 11, 12 BARKLEY FAM I LY LLC 8 JERRY B. RICH 8 FLAURA FAYE MATHIS, ET AL 8 CAROL BRIGMAN CAMPBELL 8 BRANDON KNOLLS, LLC 8, 9 MURMAX, LLC 9 WILLIAM B. MULL, JR. 10 THE KOON FAMILY LIMITED PARTNERSHIP I 10 LOBOS PROPERTIES, LLC 10 WEDGEFIELD ENTERPRISES, LLC 10 LAB MOTELS, INC. 11 BILTMORE DAIRY FARMS 12 BUNCOMBE COUNTY FARM BUREAU 12 NANCY NAVE 12 CHRISTINA GRACE CLARK 12 RAY EDWARD LEWIS 12 JOHN TRIANTOS 12 BILL S. PHILLIPS, JR. 12 RBR AFFILIATES, LLC 12 TRI-WESTERN INVESTMENTS, INC. 12 LAURA K. WILLIAMS 5 BCL OF ASHEVILLE, LLC (ASHEVILLE KIA) 10 INGLES MARKETS, INC. 10 WAFFLE HOUSE. INC. 10 OM GANESH, LLC 12 JAMES F. PADGETT, III TOP=2207�73' � DI INV=2198081 �� �� �� �� �� �� � �� � �� z �� � W �� II o= �ii � � �� , e � ��/ " % �� � � � _ � �� � 2�� 3G" CONC C&G ��II -�OP��ZO �� � 22 Ze ���� CB 0 � PA BST �� = � 30" CONC C&G �� �/ �,� � �. 48" WW & 2SI3W 30�CUIv� � ExisTi�vc r�iw =��—x�� X X- � —L — POT Stae l0 +OOv00 BM #I -BL.- S I A 4+96n50 87090' R I E�EVo=2161042 NOTE: IMPACTED RIGHT —OF—WAY MONUMENTS TO BE REUSEG lF lN GOOD CONDITION AND SALVAGEABLE. ���4' BST � �� � esr 18" CMP/ ��DI TOP=2153a78' NV=2150087' ��� BEGIN _/ _ C � `LJ✓ � ` bV �.�..., � �n�� rn�i� rRf: R:DGEFIE�� �GSINE�S C�`� I ER �RO�E��TY OWNERS ASSOCoy INCe DB 1773 PG 575 PROJECT REFERENCE NO. I-5504 tLW SHEET NO. ROADWAY DESIGN ENGINEER ,,,��o�.`��� � CA R p� �� ��, :� �; : �F �S $ /ON.:9 �.� ' � �� SEAL 9!•� ' : 042357 ; : '.��,9l,FN� � N���;P�,,•: ,,,����iuu►►0�,,, SHEET NO. HYDRAULICS ENGINEER ,,,��o��N � CA R p� �,�� ��. �; �FES S %pN ;L9'�,� . ' � -y'• . : ' � SEAL `•' = : 036188 : : ••' ;ciy F.�r • .` •,��y� , G�NE,.:��,�,��• ,,,�� ��uiii►►►��,,,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Wr:SI �AN�E:.9 �. LC (BI�TMORE -STA-E; (BI�TMORE ESTA i�F,_) �B 2163 PG Ra7 .)13 ?!� j 'G � �.r O O O O � M N Q I-- t/� I J � � W W 1 � W Z J _ V � FOR -LLT- PROFILE, SEE SHEET NO. 13 FOR -LRT- PROFILE, SEE SHEET NO. 13 \s� -RPB - CURV E DAT A � � \ Pls Sta l2 +16,88 Pl Sta l4 +86e84 6s = 7° 45' 3/,7" �_ l5° 2/' 42.0" (LT ) Ls = 325v00' D= 4° 46' 28a7" LT = 2/6e88' L = 32/a73' ST = 108e52' T = l6/,84' R = 1,200a00' ���� V = 60mph ` SE = 08 \ � RETENTION POND� TOP=2163a76' INV=2147_g7' SS �7' M� / s� Rs ?� 0� PROJECT REFERENCE NO. SHEET NO. I-5504 5 tLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,������ � CA R p� ��i�� ����n � � n►�� � � ,.. . . ,,. � i �`��,��N • C A R �� � ���i ����0, • . ti i� ���0..•��S S'�O. '�9 �,� � ES$/ .9 . . : :'��� ON9'� : :, : •�� N••': : = ' � SEAL ! � = : ' � SEAL 9` � = : 042357 : : 036188 : '• •'•., F �; ' �c, : : •'• F � : � : ���ql�'•�G I NE�:��Q,,�O� ���� �G/� �,yG I NE�:r��,`<',�,� ,,,� ����iuui►0�,,, ,,� � ��uiii►►►��,,,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � � � ��� BANK STABILIZATION SEE DETAIL MM (BANKS ONLY) � � 3C� 01�= ASHEVI���r ��C `� � � LATERAL BASE DITCH � � O � SEE DETAIL H � � TOP=2iq8,o3� (ASHEVIL�E KIA) � ����� � INV=2143,23' EIP ' �[3 49 �: °G 904 � � ` � \ L— POT Staa 32+25s00 / `� N �w � —RPB— ST Stoo IO+OOo00 162050' LT) As��vi��� �����-r�ii_ Associ��r�s9 ��c `'`� o� � � = D3 �083 PG I_�5 —RPB — SC Stad l3 +25°00 � �, �_ � � cN° � � �� � � SPECIAL CUT DIT� SEE DETAIL J � � � � ° �' , , �— � ;;� END FENCE � �\\ \ o � —�— + 06.15 � Q �� o CLASS B RIP RAP -L- +40.00 �� � \CLASS E�'7RIP RAP 145.00'k �_= TOP=�q� � EST 2 TONS ✓� -L- +05.00 180.00' LT �B `� +73.89 � � 2 TONS I��j� � 0 � � /� _ l009' EST 7 SX GEO � � 160.00 LT _ � � � E �I�sv �Eo ��'� FA �ST �_T -RPB- +25.00 � iNv- �� -L- +06.� � _ TOP= I�7o3 ' � z/� Q� 2�34a99' � � 180.00 LT - 2�. 'n-,�`�� "�_ M�V �V � a' SPECI�`A� LATERAL V DITCH 1 � �'" �'� ' W ` � 145.00' LT � \ 165.00 LT __� „ � � < � � 75.00 LT � �� - SEE DETAIL B � �___ � 18 R�P� S IV LATERAL BASE DIT`�JI �� �� SPECIAL LATERAL BASE DITCH -fl��l „ � � L�00 �, `� � � ������F IANNEL � �1 u_�,-,�� - ��3 � � N��� i� � � � SEE DETAIL H �' � �N �&� ���� SEE DETAIL K PA gST � � s`�,3' �" � - ° � � �'�, T 2 „ o � � �� � 1 . ��'�LT �� ��" p�� A�IL G SEE CLASS 'B' RIP RAP � �'� � `'�. -L- +00.00 -L- +00.00 � V � N��,� �� �� �� �- �� ���� � � � g„ ��N� G&� W ' TOP=2i39,Z3' EST 2 TONS � �� TO =2I34,� ' 170.00' LT \ �' � � --- �5.OQ T J � , G � � -L- + 50.00 0� - - a � � 155.00' LT PROP. W.W. � ° -L- + 15.00 -RPB- + 75.00 �� � ��� � z �� 170.00' LT � � � � �� � " PVC -' � INV=2133045' EST 7 SY_ GEO_ � ' -L� +39.00 B�GIN Ft ss � - fi5�6�e6' L��s ���� �;�� - +� ��_���, 054 `� _ �� FENCE � CLASS 'B' RIP RAP � � �� or�-2i33�5-� 145.00' LT � ��'� � � �� � 5� � 40.00 LT 75.00' LT � � � � 5' � - S��I,AfL��J�'�31fi �� � ��� � � � T � D C'� TD R C , EST 2 TONS , BST � � � � dv 2�2a�o � 780' PAVEMENT , 155.00' LT % ' �-- ��q�- � � � SEE DETAIL F 0531 , ONG v,4�1 � RANC -, �� E �? ��T EST 7 SY GEO 69.67 LT _ -- . ANE DR c ' L l� DROP MARKING TAP i TD � � � � 't-�'N �� 24�� coNc c&c _ - � � — ��N - � , FT ��,, W � � � , ���s� . — _ - -. � � _- ,.. _ � � �- - c._. � �� . � _ , � � � , � .. _ _ ,r_ . - ._.. . - � — � �— FENCE E ---'� �� �� �� —�� � ��� �' I 300' FUTUR ANE DRO� � , , � _ -'� _ �' �� CHORD _ 0536 - � . . � - � _ E I P � � � H W -X S ��! N G W � � — — — I N V � . 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I-5504 7 tLW HEET N . � ��� `���o�� ������/�� �'� �� �/ �/� `°�'������� -L- CURVE DATA � �o� � ��� � � ; ,� ��� �� -LPD� CURVE DATA �(���� ROADWAY DESIGN HYDRAULICS �� = o �o,� ��� ���� o � �o ;�,� � �, Nq p 8 ,�" '�� �� �uAR�- �o � ��� � ��°�� �� �y � Pls Sta 54+94.05 Pl Sto 59+58°05 Pls Sta llf27o82 Pl Sta 14+34e64 y� EN��NEER EN��NEER ���.������.►,,,� ���.�����„►,,,. —co W"EE�" � � '�° ��'�'o °9p- `' `'e �N� p�929�� ��,`'o � � 6s = 5° 42' 00.0" � = 20 02 28e0 (RT ) 8s = 3' 06' 3403" � = 75° 23' 38e1° (RT ) `��VS � . , . , � � �o ,� ,� � �2� 4� o A > 6�, � o . ,� , �S �� H �A R � �i �� N �A R 0 �i �� � ����o�� —�`�� �T qo3 8„ �� ��' �,/ `�� � Ls = 380.00' D_ 3 0040000 8s _ l9 37' S9.2" D= l9' ll' S2e2" ��07 � .,'�`�°�oF�ss �o���'-�''-'. .-'�`��°.�°FEss�io���'-�'�•". � s `�o�, � � ss � c� � -� � a �o�� M r � R Ai LT = 253046 L _ 668a0 Ls _ 204.00� L _ 392e72' c : • � -� •: : : : � �'� �: : _ � '� � � coNc x� ST — 126e79 T 337047' LT 127.82 T 230e64 " ' � sEA� " " : ' ` sEA� � ' " �—� ( ' �� � ` R = 1,909e86' ST = 78062' R = 298e45' : 04235� : : o36�s8 : AN �ll ,� ����6 � ° � V = 7/ mph V = 34 m h �'-. 9''•F�c i NE��� �`�.�' % '•FNc E��� �, .�' r�- �� �, / . - 11 ,�,�,� °'6, cAN � SE = 08 SE = 08 �.,��; ••.... •. ���.�,. .,�,� .. � N ...•5��,�`. �BLK ��,, CONC �� � � ���� �� �uu►►����� ��� � ��u���►►►� ���� I � (� � o ' , 9�, A / BUS � � ���m 0 (��' � � � �� �,`�� � � -�- -�-95.00 DOCUMENT NOT CONSIDERED FINAL 11 �\` I I I // � ,� 2�2.00' �T � UNLESS ALL SIGNATURES COMPLETED � � �� ��3� � 5SMT�F gU5 � �� � �� � a CHANNEL CHANGE � �� � �° �° SEE DETAIL G Q p � ��' Q �� � 4 -L- + 55.00 `� o �`� �"' �O O �� � � ,� � � �� ���� �n� 204.00' LT �°�i�y`� -L- +15.00 ��`��-c�,� 3 O �� ��� � ,� o �� / �� � �'�� � Q � H I I I � � p � 160.30' LT ���'�F� 190.00 LT j� �-�� � �, � ,z _� � T ASHEVI��E �UNCOMBE C R STIAN MIN S RY A�SOC ,TI�N \�r - ,�� �-� �� _ CON WHEE� GUARDS �ONC PADI/� / ��' ��� A/K/A ABCCM -L- +55.00 � LATERAL BASE DITCH � � Go :-� EN T��h�H�S�Sg Il�� og �� �� / D� 5351 ?G 1497� D�3 5351 PG i5G7 SEE DETAIL E �`' �� ��� � �� � � 184.00' LT -L- + 00.00 � _ i� NOI�TH CARO�INA CORPORATION i / �- e TOP=22�9�57' � +50.00 Di3 �076 PG �97 II � / `l �� END REMOVE AND 170.00 LT CA�O� QI�.GMAN CA�I� C �I � �NV=2222e61' � i / ��� Z�� -L- +45.00 135.19' LT REPLACE FENCE 0716 160.40' LT ��' �� 170.00' LT D3 3��73 PG 862 � PA gsT �� / iNv=�2i5,2i�g � �� BEGIN REMOVE AND � END FENCE 160.43' LT � P� �' BEGIN FENCE +55.00 � HW �_ - � �% �i �2° N� _ � � / � �� N !�� � // -L- +07.57 145.00' LT -L- +05.00 REPLACE FENCE - - q BEGIN REMOVE �Y ���� -L- +79.46 150.00' LT , � �s � REPLACE FENC V ' T � / � � �P Ao �T �� BEGIN REMOVE AND 145.00' LT -L - SC SfOo J�6 f2OoJ�8 iP � �� % _ ��, BEGIN REMOVE AND i °� j�e � ��;,� REPLACE FENCE 7� � � �� TpE �o� � A TOP=222gPqg� � � / � � / „� 130.89' LT � - �iqr� � 3 Sf- SPECIAL CUT DITCH REPLACE FENCE � � i �� � �,� ���� �` END REMOVE AND gW ���_ ��v=� �_ roNc Nw Fi,� � SEE DETAII J END REMOVE AND � I � TOP=2218,57 � \ � �� j �Nv=22�q��o" CHORD REPLACE FENCE �' WW �-;�� - R�w REPLACE FENCE — - - -- - �1 \ - q8 L- +10.00 135.53 LT � ��P ExisTiN� R�_ 9�_ �� �V 0� ��� � � � �� � � 7oP=22oaa�2' E -;�� � � � n,� � ��x�� END REMOVE AND PA BST �` � � � „ � �� � �— = qo�6' ��� _ ���� � �J- _ _ ���� COLLAR SLIP-LINE 42 PIPE �;;,� - WW � 1 �s � �1 � � - - -T8 �- � � � � � � �� � -rK�v-22�6,25' � � � �— - � �,� - - s' `"�2" CULVERT �^`i,;,�� � \ WITH 36" STEEL PIPE � `� �` ��w REPLACE FENCE � � -��`^� `'`� ���-`J`'� EXTENSION � 0720 l � � _ - -� O\ �, �_ �"3 � � Riw �_ < �7 i - - - - - j � - � � ^- -L- +78.00 135.58' LT =�- -� _- isriNc �� � i , ��`� � '�,� � %' - � - � - - - - - � END EXPY f � �'� ��`�� N O - _ _ -� _� - � �� i %S SfOd 52 40dJ�8 ��" _ - � BEGIN REMOVE AND - WW & 2 saw �`� �- �--- � 47 5, GUTTER L�`'�`� g, � CAT-1 -� r r T � � LACE FENC g . 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SHEET NO. I-5504 8 tLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,������ � CA R p� ��i�� ����n � � n►�� � � ,.. . . ,,. � i �`��,��N • C A R �� � ���i ����0, • . ti i� ���0..•��S S'�O. '�9 �,� � ES$/ .9 . . : � ���� �'�'-9'• : :� � ��� '�'-9': : = ' � SEAL ! � = : ' � SEAL ` � = : 042357 : : 036188 : '• •'•., F �; ' �c, : : •'• F � : � : ���ql�'•�G I NE�:��Q,,�O� ���� �G/� �,yG I NE�:r��,`<',�,� ,,,� ����iuui►0�,,, ,,� � ��uiii►►►��,,,, ' � � �� i � � �,�, � � DOCUMENT NOT CONSIDERED FINAL �� ' ��� ; � � �'�� UNLESS ALL SIGNATURES COMPLETED ' � � �, � '���'� � � ��,� �, I � � � �� `� � ; - � � � � �-�, �,� � o � ,� o � � �� � � � � ���� O�� �� I� QUARRY � QUARRY l(� I �� ��C.�,� � � � � � � S� I I � V ���� , � 1 \ � -' � BERM DITCH �� � � MURMAX L�C �� -'� _- � � DB 3�113 PG 86z � -L- +24.00 � �� SEE DETAIL Y ��i �� � DB �136 PG 650 � �� � ,-'� 145 00' LT �� L 52 00 �� �� � 130.63' LT �� � 1 + � i i -L- +00.00 � � � �- 183.00' LT -L- + 00.00 i i c -L- + 95.00 ���� ��- � , i i 786.00' LT �,I �� � BER � DYT�CH 160.00 LT � � � �. - / � -L- -E- 03.00 V8.00' LT SEE � TA �� Y 145.61' LT � � i i - -��- _ _ - - - � � /�' � � � � � SPE L CUT BASE DITCH � i 145.00' LT �� �� � i� � � SEE�TAIL FF � � -� SPECIAL CUT DITCH W/HINGE BERM DITCH �� � ��-�,�-�,, _ �;,� � i � -L- +93.00 � � i -L- + 00.00 SEE DETAIL W -L- + 89.00 130.64' LT � � , , , , `� i � SEE DETAIL Y �o' 50�� k� � � 172.00' LT � 153.00' LT -L- + 20.00 -L- + 40.00 �?>_; ,� _ � � � � � s�'���� � � ,' , 's�� __ ------'� � 142.00 LT 133.11' LT 134.00' LT 134.00' LT -L- +98.00 TpE �� -', `\ � BERM DITCH �� _ _ � � _ � ,' -L- CS SfOd 62+88d62 126.61' LT , T�E pg21 � � �� $EE DETAIL Y � 9 ,, �, ����-� � ' 127.01' LT 149.00 LT � ��E �'`� �' -L- + 89.00 0 817 -�DrG � _ � - - --� � B D O � �� ����� � ��� � � � �����- ��`��`��'��� - ' , ' , �� � , o soi - - - - ' , - ' , 145.00'LT TDE TDE os�s /�� C �� � PROP.W.w. o.� �'f��; --� - -- -----�E-- ---,-� ,- '�� +05.00�, \� ___ --- , E TDE - ----- - � HOR TDE BDO � � _ � ' FENCE ���- � -l------ �- ------ � ��r 150.00' LT C� E�asTiNc r�iw� �- - - ��� AFPROX � --� '�-, - > � � - Ex�sT�Nc R�w��'-�-�� �i,-n-,-- L_ -, �1 7DE � -- - xis � iNc r�iw TDE -- - � � �� � - - < �- - - - _ E/� �� � = -L- + 2 0.00 E/ � q 8 " W W & 2 S B W �� � � D E � 47.50' _ 30" CSP � �T �" �'6�����2 � 2 „� CSP „� `^�� ELBOW � 0820 160.00 LT� V 'I8" WW & 2 SBW � � ��BOW BM - - � isTiNc � � 0 1 NC. 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FOR -RPD- PROFILE, SEE SHEET NO. 24 , _ / �r ��� -L CURVE DATA Pls Sta 78 +09.12 Pl Sta 85 �38073 P/s Sto 92 f4/.78 6s = 4° 45' OOoO" 0= 29` 29' OOeO" (LT ) 6s = 4° 45' 00.0" Ls = 380.00' D= 2° 30' 00.0" Ls = 380.00' NAD 83/NSRS 2007 �� LT = 253042' L= l9/79a33' LT = 253a42' ST = 126075' T= 603.03' ST = 126075' R = 2,29/083' � V = 75 mph � SE = 08 �, � �^ � �� � �� ��P���3A qq �� , , � ��� ,2�� � ss � _--- i � - � � � � 3' -', i i i � � ��� ME�e �OP��2oA�q3' � � ' � 1�1 E \ , , , �� � __- , -� ��-------- , ----- __-----_ ___------ ------_ ,'� / MURi�AX9 LLC 2o SeweR eqSEMFNr \�� �� ,,--� �� � � DB 4136 PG 650 � ss� i , , � i �� , , � � � ,� �� OUARRY � � �� �� �� � , � �' , � -L - T S Stao 75 +55070 � - - � � � , , � , , �, , : �� ---- — � �`� ' i � ' � i — � � ,-`- -� � � _ - - � ��"'-�_r� ���,i � � _ _ - -� - - _ i � � O - �- -�- — �, _,, � ���,-,5��-`��'-�� — � � � �� � � _ � � \ \ � � I O � — -_ i „ s . �� _ �� � � � �PECIAL CU�DITCH W/HINGE � � � � �� � _ , - � , - � � � � � , � � �� � � � '� ��� gR�D� � � � � RETENTION BASIN � _ SEE DETAIL GG - ,- � � � � � NO � D V� ��,� . - � �� � � � - _ - , � � � � � � � '�'� �-� � Lr,'�� � � � LATERA-CB7aSE DITCH �]� � / �?, � -_ _---, ---___ �oR �E�c�f�lio�'EME� ��r����;.�-� -L- +04. ;� SEE DETAIL KK i �/� �j �5� ✓� �,� _ �' -L- +55J0 --- ___ ------ � �O�N EaAL LATERAL BASE DITCH i , � - � - -° 189.13' LT , SEE`f�Efi�I�M. � � CHANNEL CHANGE 150 � ' LT E�P - E� - - - -- _ - �� BEGIN FENC �,� � SEE DETAIL JJ � � � c�� �,� -L- �02J6 -------- --- � � I � � � / ' J i�o: � - -- --___iz-c,� ---___ �`�-'- �-�=�J�,� SC StOe 79�35e70 �uARRY -'oNc ,-' �� � s ' ' � - �, � - `� ENa REMOVE AN v -��-_ �'--_ � ' ,�,� �r�-, �,, ' � � � T�E C� RE LACE FENCE 48"�WW �, Ex�s _-- �_, R�P=RAPRE�ENERGY DISSIPATOR -L- +50.00 ,,'� �2�R ' �rY,��, � ��� �;�c�� �� ��S— � Q -- E�P C SS 'B' RIP RAP &` SBW ��Nc R'W -� ��-,_ �---_____ BASIN WITH T.� 1�� PES 170.00' LT � �� �� �,� � � �� O � - - � EST 2 TONS EX I I'�" �' � � _ _ _ _SEF �D��AtL-L- - - _ _ � - _ _ , - � �' � �'S� � _ ,� �� HOMiN. 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SEE DETAIL HH ��o� �� PA BST N�, c, � � � II � � ' � II= -� / / � -L- +25.00 �P; 20a � gq ���� ]' o� v`'�i QJ. � X_J Je Be HARRISON ;i iv B�V " UNIT �R G, � z i � �D �-I/ �CI< 190.00' RT ��" � °' �� � � � PROPF_R I IESg LLC�� �� - wq ER & 2 SF w ��- s w ��2 �`� �` is ROGER Ga WI�SON o' �' I, �� � 1 Roc�� a�� � � �� IN� 178.46' RT E�P � �� MTL g�s w z ,ZOgB � q� � DB 2628 PG 133 ,'�-- �Sg g o �, ��- gUs �- o S�R END REMOVE � �'i�� �� DB q63� PG ��q9 �� oP ,2ogo�2 �� �� � K gus o z P II � �� o � � W I L L I A M B„ M U L. !-- s J �� � A R P A � ��"+ � c� �N �3 Coruc o�; Iz �I� � Bsr � �� � m DB I366 PG 302 ND E L CE q� �°�2 �� ��� � � �, I-o � T sp LT o FENCE � �N�,2o��° ,���� �, � , a�� � qR� � � , �� � I II � _ � ��� � �ASE i - II �� �JI ���� PA BST� � W,g y � �c � � O,o� � � �� / R RR SP \ � � 3 � � � � � \ � � � °oc�,00\ � � _ � � � � �1� �� � o 0 2 q4 4`�,� � i � � ,40 �� --_m �- � �_ � , � � PROPOSED 2' � ,2�0 ° �,� , `� � -1- �� R � � -- � � ` � '` EXISTING � �,o� �� cR � � c�o � � - 53oi�' � qoi�� _��e \ _ � � � � �T• � � STREAM BED s ,_,, �. � � � �_ 3_ sr _,_-- � I E�P w gqs� � i n, � STREAM BED � s- _ � � � �9 - � � � � � T � 2 2 � � �io � � ��, � � Q �/ � ��� � q � � - ' �__ __ - - ���� �:� � wieq s z `� . / °��� � � `b � 8' 24" o ----- �/ E � � � \ / CONC C&GS 02 12'50" E 19,87' O , TOP=203"8 � � 2' �:� � �' � � %� r �-� \ � �T � �� � � � BST � �� � RR � 134,94' S �K � S Q2°I2 50" E INV=2024,6 (TYP.j �� , � /� �� � � � CLASS I � /�o � � � �°ir�E �R � gsT r � ' RIP RAP (TYP.) iP �, � a � �sMT� � �3 EXISTING E � g�S STREAM BED - � - � � EMBANKMENT GEOTEXTILE ��O��C- E� B�QNKENSHIr � / 7' VARIES 0' TO 8' Df3 7^� PG 656 GEOTEXTILE � � T°�- I 26 f'/�INT & 30DYg -NCo SECTION A-A � ��'� �,, � �� Icz� �` L��, �/ ��� 9� ,�, ,�, � IJB 1663 PG �I 7< �/j� CHANNEL EXCAVATION LOOKING DOWNSTREAM �,°/ �s,�" �o� N�, � FILL NTS ���'�° ��i�9��,� INTERACTIVE DYNAMX SPACEg �LC �� )TE: IMPACTED RIGHT-OF-WAY MONUMENTS TO BE REUSE lN �000 CONDITION AND SALVAGEABLE. PROJECT REFERENCE NO. SHEET NO. I-5504 9 tLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,������ � CA R p� ��i�� ����n � � n►�� � � ,.. . . ,,. � i �`��,��N • C A R �� � ���i ������:�F�S $ lON :y9 ��•� �•�,��.��ES $•/�. 'L-9 ��,� : �� -9• : : •� '�'y': : = ' � SEAL ! � = : ' � SEAL ` � = : 042357 : : 036188 : '• •'•., F �; ' �c, : : •'• F � : � : ���ql�'•�G I NE�:��Q,,�O� ���� �G/� �,yG I NE�:r��,`<',�,� ,,,� ����iuui►0�,,, ,,� � ��uiii►►►��,,,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AI�U Ily L.L� DB q933 PG 596 Q � � �� � � � �� / ,� ��' ��' �`�� °� `'�8° r� �' FOR -LLT- PROFILE, SEE SHEET NO. 18 FOR -LRT- PROFILE, SEE SHEET NO. 18 � O N \ Z N O o N � > � � � � J v Q � O ti � ti W � Q Q � Q Z Q � J v Q � z 0 O 0 � v � W � � � W � � O � � , �F � � SPj� U � � � I � / � � / �Uw� � , ��G E � o� � � r '� � � -Y - CURV E DAT A -YRT - CURV E DAT A -YLT - CURV E DAT A F,p o�. 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F � - � _ � � � � � � � �� \\ - eus Pao � N = �� �\� �o� , � �� � �� �� �,�o � � , � �� � 2i6 � i �� � y � ��� �� �� � � �� � � �� N 67.00' RT 9��4^ � �� -Y- +70.00 _ � ; ���� � R DI �� � � � � �. � "'�� �o WAFFLE HOUS� !NC��2�69 g� �i �� ��� � 87.15' RT CB � � ,�; ��� � � � �� N ��' 6 \� � C � � � � DB 1871 PG 115 e o � TYPE E i 1009 E � � � �� �A o� � �I �- �' / � j �� _ o o.00� Rr ;� -Y- +50.0o E � � ����� ��, � � . � o o RETAIN i � � � �. > , �,� � � �-� - ��- � � � END FENCE , � � \A\ � � � �� O �...T�- lo � � ��� �S� � � �� ASHEVILLE RETAIL QSSOCIATESg LLC���� � 1008 CB 95.00 RT -Y- -�53.00 F � -�� � � � 5��, � ��� � �v � 0� � � DB 5083 PG 1155 2q���� -Y- �-96.00 1�'PE E � � � � � � R � �� ��. � ��� C ,s�, � / � ° � //- ��� CONC C&G � �� 96.00' RT � �� � � �� � � �� �// � � �� � �N i� � �`�S " �� z V�''ci� / � � �n �� � �� 108.00' RT N V� � � , � "'s�� �Pq � � � � �T ��5�� R � // � EiP �' ��� � � � � � �� ��q�� �oNC � � , -Y- +26.48 X � �� �� �� � DI �F� � � EiP � �� �� � Ei� �g � �3��� � 8�� �� ��� � � � �� � - - � �� ��� 80.08' RT R=20' � FENCE .W. � � �<v ��� � �� �� � ✓ �T �° � �� � � 1014 � �' �� �iNv -II- P E��-� s ��� � `� �' / \\ -� I� � - � �� � ��� F � � � , � �� � � "��'�� � � � �� � �� � � � � �� �� � ��U' �I � 21��94, � b�748,� - El�i ��� //� �� �, �� � NAIL �i-�\ � �� � / �� / � / \\ � � � / � � G � �j� ,/� \\ I I / � � � \ � -c- � _ 4" STEEL� � � � � � �� ���� � � �� � � - -� � � � �__� W ��� `\ c�� I � � G� c �i ��% \\ � , \ \\\ \ `� \ � T � ,95 I � / -Y- +40.00 83.96 RT � � ,; \\� / -- \\ � , � \ _ � ���� / � / �\ � � eST � � \\ � � ��I I / �-�� - , � / / � � /� � o � � � // , ��, �N �� ��� ��� �� �� � -Y- + 50.22 � � � � __ �CONC C&G � � ii �� ���i- ���� ��� � � o���� 02' ���� � � \\ 95.00' RT R= l00' � � � - � � � -o � � 23°�° �/ U ��� -Y- +56.00 � � PROJECT REFERENCE NO. SHEET NO. l -5504 10 tLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,,,�o���,CARO����,,i .`�,,����,CARO����i �. �.:�F�S$ lpti��9 �: .,. e�::�FES$ lpti��9,: ' � �� SEAL 9!•� ' ' �•�� SEAL 9! � = : 042357 : ? : 036188 : % .'•., F �,:' �, �� '�� �� F � r� ��: '���� l�� NG I NE�:. �P;��. ��� lyjl .;YG ► NE�;.SO��,,�� ,,�� ���� � �►i�0,��� i��,,;I � i i i► �� �,,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RS 2��1 D $� S NP TRAFFIC VOLUME DATA 2,900 RID�G�= RD 3,600 1,000 1,900 27,500 1,400 2,200 29,400 33,300 � �, 34,100 NC 191 NC 191 - � � _ I I � ��� � \\ �� � � p ,o (� ,oi.os� �T aJ / � 2016 AADT II ��� \\ ___---- �-- - P - - - - - - o _ _ _ � \� -RPB- + 10.00 � 2040 AADT II � \� ���� -------P------- - -P ��� - I I EI r � � 85.00�T �� S 14°0�'OI" W � �` �/ -� - +LT.00 / V s I 157a50' � ��\ �� PAVEMENT REMOVAL -� vv � � � � � � � � �� ��4 � � � �, G � �i'�� �� '� FOR -Y- PROFILE, SEE SHEET NO. 19 i �� �� � �� ii �� ��� � FOR -YRT- PROFILE, SEE SHEET NO. 20 i i �� �� �� � �� � �! �� � p�� FOR -YLT- PROFILE SEE SHEET NO. 20 ii �� � �� , �` FOR -YIA- PROFILE SEE SHEET NO. 26 NOTE: IMPACTED RIGHT-OF-WAY MONUMENTS TO BE REUSED "� lF lN GOOD CONDITION AND SALVAGEABLE. �� `\ NOTEr FINAL CURB RAMP AND STOP BAR LOCATIONS � �� a �� TO BE SHOWN lN PAVEMENT MARKING PLANS. ��'r� FOR -Y2- PROFILE, SEE SHEET NO. 26 PC Stae 34 +59d98 WEST RANGEv L�C (BILTNiORE ESTATE) �B ?163 PG 8�7 NOTE: IMPACTED RIGHT -OF-WAY MONUMENTS TO BE REUSED lF lN G000 CONDITION AND SALVAGEABLE. WEST RANGEg��C (f�ILTMORF ESTATE) �Q 2163 ��G �47 —Y— CURVE P/ Sta 38 +62e/9 p = 3/° l3' 12e9" (LT ) D = 5° 00' 14e4" L = 62309/' T = 3/909/' R = l,145a00' V = 54 mph SE = 04 —YRT — CURV E Pl Sta 38 +19e35 � = 3/° /3' /2a9" �LT ) D = 4° 27' 16.2" L = 700a87' T = 359e37' R = 1,286025' V = 57 mph SE = 04 �P� � �,-�oX � � AP P/�,� � —YLT — CURVE Pl Sta 38 f68e9/ � = 3/° l3' 12e9" (LT ) D = 5` 05' 30.6" L = 6/3e/4' T = 3/4.39' R = l,125e25' V = 54 mph SE = 04 NOTE: FINAL CURB RAMP AND STOP BAR LOCATIONS TO BE SHOWN lN PAVEMENT MARKING PLANS. PROJECT REFERENCE NO 0 tLW SHEET NO. ROADWAY DESIGN ENGINEER ,,,��o�.`��� � CA R p� �� ��, :� �; : �F �S $ /ON.:9 �.� ' '•�� SEAL 9!•� ' : 042357 ; : '.��,9l,FN� � N���;P�,,•: ,,,����iuu►►0�,,, SHEET NO. HYDRAULICS ENGINEER ,,,��o��N � CA R p� �,�� ��. �; �FES S %pN ;L9'�,� . ' � -y'• . : ' � SEAL `•' = : 036188 : : ••' ;ciy F.�r • .` •,��y� , G�NE,.:��,�,��• ,,,�� ��uiii►►►��,,,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��������������� �_�_�_�_�_�_�_� PAVEMENT REMOVAL PROFILE, SEE SHEET NO. 22 FOR —YRT— PROFILE, SEE SHEET NO. 21 FOR —YLT— PROFILE, SEE SHEET NO. 21 �� o` �� o� � 0 N i( C� �` Q'l i� �i c�l> R�GHT D�TCH PROJECT REFERENCE NO. SHEET NO. ----------- _ ___ __ - ---_ ___ __� __ _�_ �_ _ J_�__ _� _�_ __�__ ---�_ - _�__ __ _� I-5504 13 � i � _- i i i _i i _�_ _.__ _i_ __._ _. - - - - - - -- _ - - - - - i _ _ _ _ J _ _�_ - - � � � �_ � �_ � _ I -Ii - I Ii _I. II _ II II I� _i _ I,. -I� _ � � - - ---------------- RO IGN � � ADWAY DES ITYDRAULICS 2�200 -. . . LEFT D�TCH ENGINEER ENGINEER _ _ __ _ _ _ __ __- __ _ _ __ MED/AN DITCH — — — — — - i- -� , ---� , � � , � � i , i , , �� � � i � �_ � � _-- -- - - __ ____ __ __� __ _, �_ _ - _� _, __ __ __ _� _, _.__ __.__ __ . � � 2,190 . -- -- . _ ___ __ _�_ _� � � i - � -` i -i i _ ,I -� i-� -- -�- -- - -- - — _ _ __ _ --�- -- , _- _ _ __ _ j � � , � � i -� i_ _ __i �-_ � i j i I i i � � i i _i-- __i_ �__ i __ _i__ - - � - _� �_ �_ -�_ _�_ � - _ __ i i_ _I _ � I_ i i _�, _ _i,- - �, _ i_ _I _�__ __�_ _ i __ _i- -- - _�__ 2�� 8O I � � DOCUMENT NOT CONSIDERED FINAL I I I I I UNLESS ALL SIGNATURES COMPLETED - _ �_ - _ ___ _ � � _ � i _ i I -� _I- � _ _ - -- � __ _____ _ ____ - - -- -- - --- _ _ � � � : � - _ - -I I - � _� _ i � -� -�: _ � � : i � - i � -�_ i i i I_ �i I_ i i i _ � �i i �, _ , � 2,170 BEGIN PAVEMENT 2,1 %O RECONSTRUCTION _ _ _ _ _ - BEGIN RESURFACING __ STA.19+25.00 � - � � - � � i -' _, -_ - - -' 'i - _ _ _ �� - � __ _ _ � _'_ __'__ _� � �_ � - --�- - ; : -LLT- STA. 16 + 45.00 ELEV = 2,152.03' --__ 2,160 I ELEV = 2,153.88 I 2,160 ---- —__ � ---- ___ ____ _ __ i� "' _ --; — I I I! I� o �� - — — PROPOSE GRADE ,� o L -- �_ _ — _ _ _ ____ � ! � EX/ST N� GROUN — — _' _ — — ,_ � � i I ----- % i � I - - - - - - - - - - - I N 2,150 , , , , , — — — — — , 2,150 � � — — — — — -)Od6598% _ i__ i i -- i i i i i i � __il __ __ _� � �i -- _._ _� i - _ _ _ ii ii - ii _ _ ii � _ _ _I ! � � � �i � � � , � � --- � � � II __ � � � � � � � � � � � � 2,140 : � �A � �J9�o 2,140 .. 'I �� L TERAL 'V DITCH L o .,,-� + _�-�+ �--�- � � �-I-� � I-I , �, �, I_I-_ �, i� i I� , I-_I I�� _ �, j /= 22+40 00 , __ , _ _j �--� -� �;--� �-�--� � � �. I I l= 29/4 2. 8 � 2,130 2,130 I � �� � ___ - - ,--- - - - ; ; ; , ; --- __ --- - � � � � � ,� � � � _ �__ � _� , � � � � � � � � � � ; � _� . _ �_�_ _ i- _ 2,120 2,120 I I I i ; i , ' ' � _ SEE SHEET NO. 4 FOR -L- ALIGNMENT _ !i _ i I_ _ - i i i I -- �i !I-- !i _- - _ !I _ il I I I I I I i i I i i 2�110 _, _ -� _ - - _ I II I �! � , I _ 2��1� 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � � I� � ,I ,I I � _- i ,I , i _ I _ 1 ; i �._ ! II! I! I' I! li -I I � - � �� � 2 �2 �� 2 �2 �� �_ � � ' � ' �, � ' i-i- _ � i ' � + � � _� _� � _� � �. -+ -�-I� �-�-- � �-�- �-I-� � � �- �',-- � � 2,190 '� 2,190 I I i � ---I --; _. __ . _. --- - -- -- -- I I I , I I I II_ I--I I_ _ II J ' I i _. _. - __ I � � I I � � � ! I - - � I�� . _ _ _ _ I I I I I Ili i i ._. _. I_. �- - 2��8� 2��80 �; J i _i � j j _ -_ __ _ � � � � ' � � I _ � � �I '�I � '�I I �_ �I '��I I �_ - : I _�I � � � � - � � �. 2,170 � � � BEGIN PAVEMENT 2,170 RECONSTRUCTION BEGIN RESURFACING � STA.19+25.00 � i i i i, - �� � i I i i i � � � � �_ � � � � � I �- �-- -LRT- STA. 16 + 45.00 I�- I_ ELEV = 2,152.21' � �_ � � � � �- - � 2,160 ELEV = 2,153.91 I� � 2,16� _ _ _ _ _ _ _ � i N �" - --- ---- ._ �i �ii � _ � ; , �— `� - - - - - - — — — �. � �� ROPOSED GRADE �- � � ; ; � — ,^ _ , _T _ EX/ST N� GROUN � - - — ��I -- _. —�— _ ,� - , 2,150 — � — -- — ------ _ --_— ___ N 2,150 ---- B GlN SPE lAL LAT E AL ---- --- ---- �� o -- ---- — . ---- ____ _: _ �__ _ — __ _ _--- _ _ -�---- _ _� _ _ -�- _ - --- - B SE DITC RT. J86 ___ - 054/ +_ � � -�_ � - � � �i _ ii _�i --ii -ii i � i _ � � �i _ iil O -f � _ I - � i i i i - - - -- - � � _�_ _ _ _ , � � � 20Te0 � � � � � � -- ---- __ — -- __ ____ __ __ __ -�--- _ '-�-�- ' -�- �__ _ _�_ _, -�-- _ _ 2,140 : -�--- -- _. _,. -. -- .J_ E = 2,145a1 _� - - -: - - - - - � -� �°0 00% _ - - _ _ 2,140 0 : . . = + -� 1a200 ° : � i �_ i_ i �_ � /�/� P/ 2/ 0.00 0 e _ . _ - _ _ _ .- _ _�_ _� _� -� _ � i __ - _ _ I _ _I __ _ __ � _ _ _ _I I / - // /� � / 9 o V `� . . _ — . — . . . � . . . . - .. . . . . . . . . . _ . . . . II —. . . . . II II . . . . . II II . . . . . —II I. I_ . . I . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . �_ I I -- —� I � —� I I I � I I � I . I _ - - ---� _; _ _ _ __, '_ _I - , _ 2,130 _ . __- : _� - �. --- - � ,_, - __ _ Pl =2/+5000 Pl =22+5 .00 : _ _ 2,130 — 9 O . . . __ . .--- .—. .—.. . __ . .—. . ._ ._ .. i.. . . .---i_ .. _ . ,—. .— . i. . . . .--i.—_ . . ,._. .—i. . . , ._ . . J. . _ . . . . . . _—. _ _ . . . . . . . . . . . .—. .— . . . . . . . ... .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . __. . . . . . . .. .—.—. . . . . . _. ... __ . . . I. . . . . I . . - . . . . . . I . . .. . . . . . ._ . . . . . . . . . . . . . i . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I i i �_ �_ � i I i � i I i i � i I i i i � i i - - i _ . _ . - . _ _ --- - -� -� -- ; _ � --� _ _� __� _ __� , -� __ _ _, --_ _ _- __ - __ _' - --- - _ � _ �� 2��2� . . . . . 2��2� `� � ~, � �� - . _ _ � _ : :- --- � _� _�_ _ �_ _ _ �_ _- � � _� _� -' _ _. _—�_ ___ _,_ SEE SHEET NO. 4 FOR -L- ALIGNMENT � � _ � � � � �Q � � � _ i i � i i - i - — !i - - — -- _' _ _� _ _ _ _. _ _. _ � - -� i - -- - i -- � -- -- i - - � � . . __ � __ _ _ � � �� � �i � � �__- _ ___ __ , �_ _ : : : ��u 2���� 2���� � � �� 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � FA R�GHT D�TCH PROJECT REFERENCE NO. SHEET NO. I � � Ili --- � � � _ � _ ----------- I- 14 --- - ___ - - - PIPE HYDRAUUC DATA _ - PIPE HYDRAULIC DATAI _ I! I!, � I � Roa�wAY �Esi�N HYDRAULICS � I- --I __ _ I I� --- — — --- FT �T H ---------------- ENGINEER ENGINEER LE D C _ -I 2 � 90 EX�STING 48"CMP EXISTING 66 CMP ' , : i DRAINAGE AREA = 49 AC DRAINAGE AREA = l45 AC I I I DESIGN FREQUENCY = 50 YRS DESIGN FREQUENCY = 50 YRS MEDIAN DI T CH — DESIGN DISCHARGE = 75 CFS —�- DESIGN DISCHARGE = 286 CFS _' �L �� _ -�-- � �- �- - /2 .8 , _ , _ __ _�_ _ _ _ _ _ - _ __ DESIGN HW ELEVATION = . - _ DESIGN HW ELEVATION - � � 2� � 8 Q l00 YEAR DISCHARGE = 9/ CFS l00 YEAR DISCHARGE = 309 CFS � 545 � l00 YEAR HW ELEVATION = 2/3/.25 FT l00 YEAR HW ELEVATION = 2/30.09 FT _ — OVERTOPPING FREQUENCY = l00 YRS OVERTOPPING FREQUENCY = 500 YRS �� �� OVERTOPPING DISCHARGE = 80 CFS �� -�� - OVERTOPPING DISCHARGE = 600 CFS ' i- ' - i - -- - i - PI =.3 r fJ�OvOO OVERTOPPING ELEVATION = 2/3/.l8 FT �--{ '— � OVERTOPPING ELEVATION = 2/50.04 Fi �� I _ � I� _ �II III _I� _ _ �i . -� � -�- � El = ,169e50 Z�� 7O I I Pl =3 �J�O°OO , DOCUMENT NOT CONSIDERED FINAL _ El = ,1G2<6O 62 �.- UNLESS ALL SIGNATURES COMPLETED Pl -_ 25 � 0�00 : I I )�°.-- _ E� 2,l 8. � _- i _ - - ---- � � � _�_ � � - "' _-- _ , — _ _ : � � (+� 1.1 00% _.__.- - — _ 2 1 KC= l86 _ � ! -, - EX/ T/N GR UND I EN S ECIA � CUT DlT H L a , ----------- ----------- �+) 3,9��� ° Pl =35+OOo00 � �- - � -� � , 6O BE lN PECI L L TER L BA E DITCH LT. - � Z,16O � DS = 7/ MPH P/ 32 50e 0 " k l 8° ° o , i .-� Pl =3 +50.00 o �-_ _�- \: R O P�� O S E G R D E E l 2, l 4d 1 0 ��_ a o ,.--� 7 S �� � E/ _- 2,163e74 �— —;-�i- �-_ —�— 0� � �'� a , ___ -__ _ _ __ _�__ ---- __ -- ---_ 2,150 N _ - — — — — — — 3?� �'�� P� =3 +oodoo 2,150 ---- -- -- 0 45� GlN LAT RAL END LAT RAL �-�' El =,158049 ' 15 � _ _ _--- f -�Oo6598 e � +� ° CH To � _ _ _ '- SE DITC LT. � � . � _ __ ND SPECI L CUT Dl CH LT e �� BAS DITi - _ �_ �,.� � � , Pl -2 +OOa00 END SPEC/AL : Pl - 28+�5°00 _ __ , , 0 �+-� � � � � � � �� EGIN SPE lAL CUT lT C LT e /- 2/22 5 00 ,.�\`�� Pl =32 +OOeO 2,14 � 2 14. � El =,137e00 LAT E AL V Dl CH LT, _ 9 El = 29/2�.70 , - - ` = e ��� El - 2,�28.4� �- 29 r= Ex�sr �4�x�4� - o ao �, 9 '�.. �!o 1300 5 Pl _27+,50000 � l� srA 2_+s8.2 , l-3G,128 �0 �� -'� � i_ . �- . I 3. '•?� � Pl 27f(��.�� El - 2,l le6% I I� ELEV � 2.12283 \ k ,. P/ 3/+50000 � � � 2 13 � �' � -� 2 ° p0 / � 203600% � � I � -, 33/ o E/ 29/ 2036 ,_.lo E/ 2,139040 �-- I�--- --- I 2 130 � -.__ � 4e82 � � o _-� o � � �" 6 'J 476 ----- _, ._ ., ---- _ \ \ �`J I � I� +� 40�__. � 7 � Exisr 4s° c P � I 49`�DO ° � �� � 4 05 2�� P/ 3/ +0 a00 -__ __. Pl =23f5 aOO STA 25+16.9 �� �����,,_, � -� la3 00° l- o (+�I,Oa32 0% �I � --_---� -�+ .__-- -�" ,-i El 2,l 2e6/ - + � � � �, � _ —_ �. � - -- � E/ = 2,/.3/e 9 ELEV = 2.12 .90' --_______ ---� e��� /, -F) 2,6��� � 2��2� --------- - 2,12 0 P=24+OOo0 Pl =25 50a00 �-� o - ----- � e � E = 2,129.1/ El = 2,l 90/7 � ° ° ,, ` � _. - 000 P� = 30 +�' �IAL CUT DlT H LT e Pl - 6 +OOo00 Gl S _ _� . - �- - / / L I STA T 66'�3M� ; P-28 50o E/ - 29/2 0.00 '� , Pl = 9 +5 � CUT DlT CH L _ � 034 � � � � � � �_ � � �� El - 2,126a48 E�Ev - 2.i�8.�o0 E- 2/22d0 El = 2,126 60 2 11 0 P� = 24+50.0 /= 2 + O O e 0 - 11 ' 2 110 � � , — q o - BEG/N L T ERAL B SE DlT C LT o `� I _ AS� Dl CH T e - ATE AL B�SE ITC LT. I -- - ; SEE SHEET NO. 5 FOR -L- ALIGNMENT �� _ _ Pl = 26 50000 E D L I-- Pl = 29+ Ov00 � � P - 2 +lOo 0 _ __ , �, I �, _ �� �� � �� , ' � � � � 2 100 El = 2,l 00/ E= 2%2/0/0 � i E/ - 2,/2 004 i �� i 2,100 � 23 24 25 26 27 28 29 30 31 32 33 34 35 36 � , - - 1�,_ � � � ;I I � I , _ il � I+ � �_ . o �I � � � � � ' i i j I I 2,180 �+)3.� 68� � 2,180 _— _ _— _ _— _— � i � �— � , �, � ___ __ � �— _ _ _ — - �j- .� —� � _ 2,17� Pl =_ 25f20o00 — — — _ 2,17� EL - 29/48e6/ _ _; VC = 7/0' I �- --- i -; --; - -- - --- � � � ' K = /9/ �- � ' �I II ' __ i i _ _I ---�� � -� � ;_� i#- �� --- � DS = 72 MPH ' ' ' ' 2,160 __ , — 2,160 . -�-�- ; PROPOS D G ADE i I- - � EX/S /NG IGRO D o � � :+ _ _ _ I i �� i , j I I - �� � - � �� � � � � �: � � � � _ �- ! ! , I � 2,150 N ___ ---- --- ' 2,150 _ ---- o — — — � �+) e1068 ° ( -J0.6054 Pl =23 OOv00 ° _, _ ,; � � � � � El = 2 /40e00 Pl =24 OOe00 � I � �_ i i i �I__ i, � _�_ � i _�I � �, j �_ I _�_ � I �_ �_ � � � � � � .� �_ �. 2,14 0 �-� le/800 El = 29/ 7e13 ' 2,140 ----- --__-__ �'J6, P/ =2 +OOo00 - I!, , , �� 4 �2� �— � EX/ST l4 X/4 5600' �'��,, o El = ,129.12 � �� l sra 2$+ss.o� � - . - - � Pl =2 +50a00 Pl =26+ Ov00 � � I� �i E�Ev il 2.i22 9 - I; -I � I -I, � -I— $ � � � � � � � � $ � �,� 2 1 = �, END LAT RAL I Z 13 O � El ,139a4/ �' El = 2/ 0.82 I I I , . e , I� J __ Pl =24 50s00 ���� S�� . _ - Pl = '26+ Oo00 � -- _ � I� _- - ; _ ----- - --- � - -- :--- - -,- -- -_-- - -- — -:__,_ __ __ _ _ i _ _ _ ____--- \J � ` \ \ ` o , �� ` = 9 - _� i � � i i — - ' i ' -� J � _� --i -i _-- — —� � �l ---2' -3�2--- �i ` ( � I ; I�� �� � , _� ll� _ � _I� � � T � ' � _� � � _ I �, � _�—�-- � �I . --- —. —�--,— _ —�-- -- — —�— -- J— — -- — — — ~— — — :— - — — 2,�20 � �� J4�600 I �-' 2,�2� Pl =25 50v00 ' - - _ ra 2�+�i.�i : : : : : STA 2 +89.64 , `� LEV =�� 2,//7.6 ' : El = 2 /25.58 �cEv .i2o �r J � o --I ---- !--- '� - - � � � � — - - — ---- — � ' i -i _ _ _ _ _ _ _ -- --_ o _ � _ ___ � ___ ____ __ -�_ ---- __ __�- 2 11 O ND SPECI L LAT ER L BASE lT CH RT o ExisriNc 4a° cMP ExisriNc 6s° cMP I ,--_ 2 11 O PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A � � Pl =26 50e00 � El = 2 /18e44 l= 25 f7J� OO ORAINAGE AREA = 49 AC DRAINAGE AREA = l45 AC �- _ ��� � --�- , _ i � _I II DESIGN FREQUENCY = 50 YRS �- _ __ i _� I I I _ i i _I _ - __I__ DESIGN FREQUENCY 1' - - - -- - - — - -� -' DESI�N DISCHARGE = 75 CFS - DESIGN DISCHARGE - 286 CFS -- - -� --- - - -- � -_ -- - = 2/30.99 FT DESIGN HW ELEVATION = 2/28.89 FT �' 2 � OO DESIGN HW ELEVATION : : : : : 2�� OO �� � I l00 YEAR DISCHARGE = 9/ CFS l00 YEAR DISCHARGE = 309 CFS - 2/3/.25 FT l00 YEAR HW ELEVATION = 2/30.09 FT � � l00 YEAR HW ELEVATION - ��-� -- - i- i �I OVERTOPPING FREQUENCY = l00 YRS -i - OVERTOPPING FREQUENCY = 500 YRS i i Q � __ � — :- fi �: '- � _ _ _ _. __ _;__ SEE SHEET NO. 5 FOR -L- ALIGNMENT - , _ � � � - OVERTOPPING DISCHARGE _ 2/50.04 FT � � _ _� OVERTOPPING �LEVAT �ION - 2/3/.l8 FT - � � � � � � _ I II OVERTOPPING ELEVATION oo II, � � � : � : : � � __ _ _ _ _ _ 2,090 �,W 2,090 � �f �� �� �� 23 24 25 26 27 28 29 30 31 32 33 34 35 36 � �� R�GHT D�TCH PROJECT REFERENCE NO. SHEET NO. ----------- _ _ _ __ ___ I-5504 15 i__ _ _ � � i __ � _ � � i i _ _ i i___ ,,_ _ : _ _, _ �;-�- � � � � I � � � - - ! -- � ._ � II --- I- - I I�-- I I -I� i _ �I � � H-- _� ROADWAY DESIGN HYDRAULICS 2,250 � .�. '� LEFT D�TCH ---------------- ENGINEER ENGINEER I I I I : MEDIAN DITCH ------ _� �- -�- � —�- -�— �- _ ; . : i - �-. � _ �_ — -- - - — - --_ __ _ _ - -- -- _ � _ _ __ _ �- _ _ 2,240 _ _ - — _ __ _ __ __ _ --- - _ ___ -__ _ .__ __ _� �- -� � '� � �- - �'�, � �'� �� _ �� I - ,I ,II - _' '� - � � � �_ . '� . � 2,230 � � � � � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � --- � -- �_-- � --- - - � _ _ _ _ _ _ - - ---- - -- �� _ - - - . - � � � � �_ _� � � _� - � I J, � �I � �, _, _ �I, , � � � � � � � � � 2,220 � �3oi545/ - � ' 2,220 _� -�_ . _-�- �. -�- _-�- �. ; I � --' �— -- - i _ --' _ �— : � _ , �— Z,2� O C� -YLT- -YRT- __ __-_ � 2,2�0 0 _ __ - _ _ I i , i_ , i i� � I � � PR POS D GRADE �Nv" � � � � .� '-+� � _ J� �, �� - , � - � ,, �-, . _. ;'' ----- ---- --- --- --- ---- --- � 2,200 , � _ _— - - ------ ; % \ I 2,200 _ � _ — � ___— - i ND PECI L L T ER L —L — ST A. 47 +03.55 = %� � —� — ST Aa 47 +50a55 = _ i i j_ y +) 2.� 4 0 0 i � - Y R T — S T A. 3 2 + 3 0a 6 4 / I_ —YLT — ST Ae 32 +59e94 ; ' � -= — — —' ASE DlT C LT - _ — � ---------- _ _ ----- 2 190 � - � — �40p/ ,-_,-----�� o----- +� 0 9800 0 / = 2+5 .00 � � _ �- 2 190 ._ — — _ � � _ — — +) 4� -- 5 �6 _ l = ,195e 9 � N — — _ _ -=- ---- ° ---- 2���o El = 2,19 °00 'i _— — — 2e6� 5% — — N � — — — � — ,,,,-a �� "/ EJ 42,19 .00 = � + � � � _� � �- -- �. � � +)3e15 — — — � p0 / -4�+50e 0 � , - � a 2,18 0 -- � EXIST l G GROUN � 9• l �,193a 8 2 P/ =40 50v0� � 18 � E D SPECIA LATERA Pl =40 OOoO E= 2/89e3 B SE DlT CH LT e Pl = 9+5 000 El = 2, 88v07 ,I ;I = -- _ _ _ -. -- __ � E/ = 2, : i - -_ ; � - �� I� - - � � . � � _ � � Pl = 36 +OOd 0 BEGIN SPECIAL AT ERAL l8 e8/ '��- I � El = 2,/72067 BASE DITCH L o , Pl = 9 +OOe00 El = ,1830/2 _- I _ I � i - I I i i _ - -- I _. i . - - G SEE SHEET NO FOR L ALI NMENT _ _ i i i - �I ' �I i �� i I � � � � � --- � - - � � � 2,160 � �� � � � � � ; 2,160 36 37 38 39 40 41 42 43 44 45 46 47 48 49 _� � � � � � � _ �, ' �, I �, ', , I ', � I+ �_i �_ � _ � H-I 1� Pl 48 �40 00 2,230 EL = 2,220.69' 2,230 VV /9V V o/ I K = 268 —� i —�- � --�- --�— —� � � � ' � � �— � --�— �� � � �—j- DS = 72 MPH i _ _ , 68� o � �39� 0 2,220 _ ; _ -- -- � � _'_ �.__ ' ' __ � � �_ � ��i --- II!, I - I!! I!, ---� I!, --- I �_ �i � _�_ --- I�! � -�--, � � � , � , � , � , : � , � � � � � � -YLT- -YRT- � 2,210 � 2,210 , . , . , . � i j i 0 _ i i - i, -- i _I --li --- ---- --- --- --- ---- N � � � � � � � �I �i I� I -. - - - - � ; 2,2 0� , , � � _ — — - - j �� Z �2 �� — — , —L — ST Ad 47+50d55 = _ _ _� _ — — —L — ST A. 47 +03.55 = % \ —YLT — ST Ad 32 +59e94 _ E lST l G G OUNL� � � —YRT — ST A. 32 f30d64 � � � _� �_ � i _ � -' - - li � � � � i i � i P OPOSED RADE �� _ y -- EN SP CIAL I I� � 2, 1 9 0 __--- � L A E R AL 'V' T CH ��, R T. Ii I 2, 1 9 0 � _ — Pl 40 �50.0 N - - - I � _ - °o _ _ _ _ — — , , /o EL = 2,l'87.72 i _ i N � ND SPEC L LAT ER L BASE /T CH RT e o , - � a� ', , � I; - _I � I i _I, � -I—. $ � � � � � _ i i -$ � � , � _ �+)3.1068� _ — — � o� kll` � Z,18O -- EGIN SPE lAL LATE AL 'V' Dl CH To c� �� .��� 2,180 - e l ,, , _: __ _ __-_ L = 2,176e 4 __ . __ _ ____ __ _ _ _ _ � �_ �_ --- -I---- --- - - -- , - -- --- __ --- - ---- _ _ ' i _ _ I _ _ - _ _ + _ � , � -- �, - -- __�_ _ / 4 OOo 0 i � � I � � � � � I t f � t - - - - — - - -- - —� - — � BEGIN S ECIAL LA ERAL __: . - � I � —_ l = ,182.32 '� ' '�__ _ '� —'� ��____ _ !, -, � �- T � � ' _� � � ��° �' -�-� __ __--- , - � - -� - _� ___ ___ --- __ . _ ---- __ ___ _ _ 2,1 %O BASE D TCH RT< : ,,� p : : : : 2,1 %O Pl = 38 50d00 �0 ; �k� EL = 2,/ 2.0/ p�°�� ' i i __ i i ; i i : i i _�- _---- __ . - k , , - : il - ---i -- _ii _ �i ii - : �ii ii -ii , i �i i : - _ _ - _ � ___- __ ---__ __ , Pl 39 +0'�Oo00 _, _ , �_ _ _ � � _�_ _� � _� - ___ � : __._ - -_ _: _ - _�- ____ _ _ _�- -- - -- 2,160 El 2 /6.�050 2,160 � __�- � _ --- _ _ _ _ _ _ ---- _ __ _ _--_ __ __ _ _. _ _ _ __ _ _ __ _ , __ _: __ i i � � � � � i I I I i I I I � I I I i i �' i i -- I - . _ . - . . _ --- - -� -� -- ; _ � --i - -i . -� - --i i -� __ - -� --_ _ _- . _ - . . _'_ - --- - _ �_ �� 2,150 : : : : : 2,150 �� �, � ��� _. _ � _ � _� _ _ _ _ — __ ___ __ SEE SHEET NO. 6 FOR —L— ALIGNMENT �� -_ . _ - i - - : - --- i _ _ , i � _ � I- i _i _I i I _ i i � �Q � � � � - - � - � -- � � � �� � - - ! - - - � - � -- - � -- -- � -- - !� _ � � _ � _ _ _ _ I li I I I I Jt I __ � _ . _ _ I __- I I� I ___II I __ I I--- _' ___ __ I _ _ �,W 2,140 � � 2,140 � � �� 36 37 38 39 40 41 42 43 44 45 46 47 48 49 � �� R�GHT D�T CH PROJECT REFERENCE NO. SHEET NO. _ ___ i__ _ _ � � i __ � _ � � i i _ _ i i___ ,,_ I-5504 16 _ - I _ -- _ , _ _ _ � O �'J4 8 0 � _ i i _� � _ � —_ ' � �� --_ _ I I� I I = I� i _ I _ — � � � ROADWAY DESIGN HYDRAULICS 2�2 Z O S/, ' ' LEFT D�TCH ---------------- ENGINEER ENGINEER I I I I : MEDIAN DITCH ------ _� �- -�- � ; _; _ _ . i - �-. � �- �- — - - - — --, _ _ - - --: __ � _ - - - - - - _ _ , � � � 0 ___ -___ _ - _ _— � �— - — — — — — i� -�- � _-. I� PRO OSE GR D _I _-! i�_ - �', '�� -i --- _ '� - � � � �_ . '� . � 2 200 �--- ---_ ___ ' � '� � � � i --._ _ I I DOCUMENT NOT CONSIDERED FINAL - — — _ ' UNLESS ALL SIGNATURES COMPLETED — _ — i — _ _ _ — _ _ _ _ — — ---- — — ___ _ _ � _ _ _ . _ _ __ _ i I_ . —' � � � � '� � � i� -��� _ _ _ � � --� � 2,190 _ _ _ � '' I - ' �, 7 � - _ _ - _ ' � 2 190 � � , _ _ Pl = 49 +1Oo00 - — _ _ _ _� EL = 29223.50' �- -fi- _-fi- �- ; I i i _ - - _--� _ _ - _ _ �. �— �- � _ , �— __ __ _-_ _ __ __ __ __ ___ __ _ _ __ � -- ---_ 2,180 �� = 2,/20 ' - _ _ _ _ : 2,180 K = 290 DS = 73 MPH � __ � � � �_ �_ _ —_ � - - _ _ I I I ' �i I _ II lil - I�_ _ � --- a> I _ . II li ! _ � i -- I !i - _ - _ ! - . I ��. �' � � � _� I � � � � — — � �58 Q � 5. 2,170 _ _ _ � N 2,170 - 59J2 � =6/+00. 0 PIPE HYDRAULIC DAT A E� 2' l= 2,159a 8 Q% ! _ I _ _ �. i I i i I I _ EXISTING 42" CMP � li i i � � � � � � � END LAT RAL i BAS DlT CH LT e T �_ � _ � A�2 � 2 � 6 O - ' I i � �' ' D R A I N A G E A R E A = 2 7 A C , B E C' i N S E C/ A C U D l T C H L. -_ -'-'- ' C�, � Z � 6 O i _ DESIGN FREQUENCY 50 YRS = ii .�. I (� I a4OOO �� -�"' i .-�""� i DESIGN DISCHARGE = 80 CFS DESIGN HW ELEVATION = 2/45.98 FT El = 2,14/ 98 --------- -------- + � � + � � � � i i i - � Pl -59+OOa00 .-� � (+� Io3200% l00 YEAR DISCHARGE — 92 CFS _ '� �� ioo rEaR Hw E�EvaTioN - 2i46.5o Fr — El - 2,143e36 0� ,.�'���0� -� END SPE lAL ' � 2� � 5 O OVERTOPPIN� FREQUENCY - 258 CFS , BE lN L T ER L ��0� � �\� � CUT DlT H LT',e Z � 5 O OVERTOPPING DISCHARGE - � OVERTOPPING ELEVATION = 2/72.00 FT �� - � Pl = 58+IOo01 x� �" El = 158e42 ; I _ _ � ---� , _ _ , � ` �.-' 9 El = 29/6 a49 __ I , ; I- I El = 2,14 .53 � � � � � � - - � _ -- � __� i � _ ,,- $ �_ � � �-�--�. � � � '� - '� ! - 2,140 _ _---- - ------ o000 2,140 0 � + 2�g ° Pl -59+50.00 _ _ � - I I i -- I _ _ Exisr 42° c P I� El - 2,15/068 SEE SHEET NO. 7 FOR -L- ALIGNMENT _ _ . � I - — �li i __ 'i _ I I�� � I�� i --- �� � STA 58f69J � � � , , --- , , - — , � , i I �- ELEV = 2.13 .85' � � 2,130 � � � � � � � � ; 2,130 49 50 51 52 53 54 55 56 57 58 59 60 61 62 � �39 27, i i _� � _ -�- � _ i I i I T I+ � �_ . � � I 1 �' I � � � 2,2� � o I I N —� C\j __ � � � ' ' -- - � � �— � �- �� � �_ �- . -� —� I 2�20� -- -__ ___ — — 2,200 - BEGI SPECIAL CUT - - - - - - - - � -� �e74 p/ ( J 1069 ° I - - - - I ---� --; - -- - --- -- -- ___ . _ i __ -� BAS DITCH R a - - - - _ _ _ _ _ 5/ _ _ i � __ - I, _ - ---�' _-- � i_'� -_- �� --- � , � � , � � , E D S ECl L CU —_ � � Pl = 50 +50°00 /a749 / ) 0 240 0 — — — 2,190 _ Pl =52+0 v00 � B SE lTC RT —�— 2,190 ' ° - 9 P= 5+75e 0 BE /N S ECl L CU — � , .. . — — ��-- . Pl = 52 + Qo0 ,l . I - - BA E D/ CH RT . - - _ �. � � � � i Pl _52+40e5 El = 2 / 4050 - �' � � _ — _ PR P RA �: � � 2 18 0 El - 2,194e6 9 � P/ 56 �;`5000 ___ � 0 SED G E - 2,180 . _ . _ � ' �� , _ , - � - � � � �_ � � � � � I ��_ i i i�1-- I �_�_ � i_�I � �, j�_ 6��bo�. � EX/ T/NG GRO ND ��—_ __ � , � � � i i o ��_ � 2,170 ND PECI L C T �.J _ /.J --- _ �-�3 0 2,170 ' ° 8 Pl =60 OOe00 — — ° N l = 7+00 00 �' ,°9�0 E = 29/63.0 ' � . oo — - — _ � �T� �—: � —�- -�— � _ � i ; ; _ �$ � , o ` � ' ° El = 2 /64a05 _, - , � ' , , _, L = 9/74d l , , o BEGIN SP CIAL ' � ��J -$ � , � : B�GIN PEC AL �� LAT ERAL '' DlT CH T e �.��� , , � .� �,; � 2,160 2,1 0 �, , _ o - � , . . , _: _- _ __: _ -_ ___: _ _-___ _ i _ i _ i _; __�_ Pl I = 5 +50. 0 ' � ��oo EL = 2,16 .84 � _: _ _ -I ---- _ _- -- _ _ --- . . _ _ I � _ _ _ , oo _ _i - --- � P/ =6/+0 000 - - � �� � e _ _ _ _� _ _ _ - _ '�, �� _ �� �, �� �, _�� _ _ -- ----- ---- — -- __ __ _ �' � '� ° �6; �. E/ 2,l 8078 _ _ __ __ __ -�--- - -�-�- - -�- __ _ __ -�--- - -�-- ____ _ 2 15 � : � Pl =60 50°00 e� , , � 6 2,150 : __ __ Pl =58f Oa00 ', �'� 9 � ;Ji� : � � , � , E��,! 2 � ` �� �A/ �E�/A�— ' � 96,00 � _�— ----- _— ---_ _ --- __ �I �i_ _�ii _ � �ii — �ii �i _�ii , �i �i � ___-__ ----_ ----- —� __- - _: _ � �_ _� _ �, �_ � _ _� � _�_ _� , oo LATE AL 'V' DlT H RTe _ _ ., e � _ Z,� 4O PIPE HYDRAULIC DATA ` _ � ,� Z,� 4O EXISTING 42" CMP � ` � EL = 2,140.40 Pl =6 +50a00 6, _ --- __ _ _ __ � _ -__ i ---�_ , DRAINAGE AREA = 27 AC _ _ El = 2,142..30 � � � O __ _ � _ . _ � __�_ ' _ --- �_ -� i _-I-� �i � � __�!� !_ _,-' I--�- � _� i __� � _ DESIGN FREQUENCY = 50 YRS __ --- � - -� - . o ' - 80 CFS I `. �� 2,130 : : : : _ DESIGN HW ELEVATION = 2/45.98 FT EX/ST 42" CM I 2�� 3 � �� l00 YEAR DISCHARGE = 92 CFS , �� ELEV = 2,12 47 �'w _—_ _—_ __ _ � _� _ l00 YEAR HW ELEVATION = 2/46.50 FT - - --- - �� _ � � -' _ � � �- � '�- � -� -� � � � - SEE SHEET NO. 7 FOR -L- ALIGNMENT �Q _ � __� �- � - _ - � -- _ i - I � _� - i � - -- OVERTOPPING FREQUENCY = 500 YRS _ _ — - __ : -_ __ � -__ - - I �_ � I I I i II I I _I ! J, OVERTOPPIN� DISCHARGE - 258 CFS � � � �� 2 �� 2 O __ _- _ - _ -' -- : _- _- _— _ _. _ - - OVERTOPPING ELEVATION = 2/72.00 FT Z �� Z O � � �� 49 50 51 52 53 54 55 56 57 58 59 60 61 62 � �� R�GHT D�TCH PROJECT REFERENCE NO. SHEET NO. ----------- � ND L CU - � - I- S S O4 1% _ I i- i i i _ ___ _ a> _ lT CH W lT HINGE T e _ � , - _ - � o I _ I II _ _ � I � ROADWAY DESIGN HYDRAULICS a� I= 62�"J� OO I. � II .. I_ _. I I�__ . I I-I� .-, FT �T H ---------------- ENGINEER ENGINEER 2,170 N , -- � - � – – --- LE D C – r j 4_ _� J4� 85o I I I � I MEDIAN DITCH ------ _� /6�� ° / _ _�- �- _ ,_ , - -� - - --' : __ � �� . �—. � �_ �_ 2,160 � — — — — : __ _ BEGIN PEC/AL C T — ,, _ DlT CH lT H HlN E LT a _ ' - � i_ ,___ -__ _ �__ -- _ ;_ _ �I � --- - - - Pl = 6 +OO°00 , '. � ` - _i_ _. _ ' � _ i� I' _I - I . � � � �_ . � . � � � �— � ROP SED � GRA E 2�150 El = 29 6909� I � �� ;�� I I I I DOCUMENT NOT CONSIDERED FINAL � � UNLESS ALL SIGNATURES COMPLETED - X/ST NG G OUN ; -- _ _ _ ._ _ � _ - ' -- ___ _ - � ._ _ � � � � � _� -� � I ��I I — _ _ _ _ - _� _ 'I , ' ' ' ' - � ' � --- 2,140 _ ,�__ . : - � � � 2,140 — _ '--_ ND SPE lAL CUT ASE DITC LT. _� —�-_ _—�— �_ —�- _-�— �_ ; I i i i - _ -�- _�- � EGIN SP CIAL CUT DlT CH —�— __ ___ _-__ __ _-_ _ __ __ -- -_ ____ ---_ __ _ _ __ _ ___ ___ _ _ __ ---_ 2,130 � lTH HlN E LTa 2,130 / = 2,//Oe/ . � ' � ' '_ �_ � ' � � � � � � � - _�! �II �II - , � - I! �� - I�� I�� - -- _ I� - � , , : _ . _ � 2,120 , � � .J ___ � 2,120 _ ,e —__ ; _ i _ _ � i � i i I i I i i i I I � i_ I ASE D/T C LT . �`, ��_ _ �-�4 85 0- N , � � � � � � �, i _ _ - � � _ l - �3+25 00 _ � 368 __. � �� � _ i _ _ i _ 2 640 � 2 1 1 0 — l= 2, 1 2 0a 0 '- O� o--------- 2 1 1 0 ' _ , � � � � � � , � � ' _ -- i Pl =73+ 0.00 e o - � o El = 29/ 504/ ' �, _ -- � � � ++-� Pl = 7 +OOo00 �. � �--�-� �-�-- + �--� �-�--� � �- I - I-I- : I i I I I-_I � , 2,100 El = ,l13057 2,100 __ � - -- - _ _ Pl =74+ Oe00 _ _ - --- - - -- � � � � �� � _ ' - ' _I - I _� '� _ � i i , i i �- i i � � i � E/ = 29/ 2a25 i_ i i � � � _ �i - �� �I - - - � __ _ _ _ , _ 2,090 2,090 _ -- ; � . � � __ I _ ---!� I I _ � '� _I �� --_ -- � __ SEE SHEET NO 8 FOR -L- ALIGNMENT - _ i i i i _� � � � i �� i : � � � , , --- , , - _ , , �' I_ � � 2��8� ! � � I ! I I! � 2��80 62 63 64 65 66 67 68 69 70 71 72 73 74 75 _� � � � � � � _ 'I �, �I �, ', ; I �, � I+ �_i �_ . 1 - � � I�I 2,170 � ' 2,170 , N I ( —� —� — - — 9�27/ --�- i —� ' ' , ; � ' � � -- - � � �— � �_ �� � � �j- .� —� i _ _ : : 2,160 ' — _ _ — — 2,160 __ — _ ___ _ _ I I I - i ---j --; - --. - --- -- -- � � EX ST /NG GR UND -_ ; _ — — — _ _ � ' --- �, 'I _' ' I� j j � __ _ '� - - � � � � i_'� i# �� --- � 2 ,15 � Pl =64+0 000 ° ° o/ +� oo� 400 2,150 / _ /4 00 _� ___ ---�--- , - ROP SE GR DE Pl =63 +0 a00 ' _ _ Pl =62+50e00 +� 6p0` - $� - � +�-� � I� �: � � El = 2,13 a85 5 0,- -� 400/ � EN SP�EC/A � � � E/ = 2,/3 e25 ,,, 3 e9 � � i I� � Pl 65 + Oa00 LA ERA � BA E Dl CH RT o � 2,14 O 2,14� ��o ,, �'"o /o _ � _ � � ___ � k� �2� +) 4,3600< ( l= 2/45. 0 EL - 2 490// 9 P/ 6 5 f 0 0 0 0 9 — � �60 �� ��" Sg� Pl -63+50000 El 2,14 57 �_�_� i_� I � �, j�_ ' I_ lil -__ __ � � � � � � � :� �_ � � 2 13 0 � -� ) � - � � 5 6 � El = 140003 ` � � _ _ ' 2,130 , , � � — _ – ____ � END SP CIAL UT _ / = 29/360 2 — _ � _I � i i � i _ � BAS DlT CH T. � � ---- -fi � �o � � _ � END SPECIAL AT ERAL ' ' DlT CH T o � - , _ � � � _; _I� � P� - 69 + Oo00 $ � — '_ — _ °° � Z,12 O BEGI SPECIA LAT ERAL BASE Dl CH RT . --__ _ � 2,1 Z O — f e ��� 7/ N _: EL 2,130072 -_ __: _ -___ _ ___,_ _ _ _: -- -_ _ _ _ �_ __ _ _ , __ ____ �_ _- __ ___. _. _� — '--- _ __ _ --- _ -- - _ __ _ � _ _ I , ___- I —I I — , ,� _ ii I � T � __i i i — -- -- -- — � i_ — -- �— �- — _ i � ii _ ii �i � ,'� _i I --- t I � _� �_ -- _ — i i i ���_ -- . __ -�--- _ II�-�-�-_ I �___ � O �_ Z 11O : / � TA I ' I' — : : --: ~_ : : . -- 2 11� , B GN �S DAR O , , , : , P= 6�8+30 00 � ,, x � : : ,� � � _�— ----- _— ---_ _ --- __ �ii �ii _�ii _ �i ,il — �il _ = i _ � �' � _ _ 'I — — _ . � ---- �.� -- _ _ _ _ _ _ _ _ _ ' i _i_� � � � � ___—__ ---__ _---- _ __— — __ _ _ _ _ ---- _ _____ -- --- 2 100 � ' ' ,- I , - , ' ' ' ___ _,_ _– . . _ �_ .. ' 2 100 , ,� o , , -- � � l J Oe3 00% �� �ND ST A DAR BA�E Dl CH RT e __ --- .__ _ __ � o - --- — _ , __�_ I _ I , -- - �l- S- ��1L� i _ I_ I i __ i _I __ - -- __I__ _ _ _ _ -_ _ � f 2 � � l= 9+O�e00 : : : : 2 � � �� ,9 = ,9 � � Pl 68 +50°00 �,.� ��� --- --- - _ _. _ � � E/ 2,0 9e00 _� _� __ _ _ _ - _ _;__ �- SEE SHEET NO. 8 FOR -L- ALIGNMENT �� _ i --- i _ _ , i �_ � I- i i _ i i QQ � � � � — — � — � -- I � I -- -- — � — — — � _ � -- — � -- -- � -- — — � __ _'_ � . . . � _ -i __- . ___ __ � ___ __ . I -- I . I I . . p �� 2 OOO I � I I� I I� I I I� � 2 OOO i tf I / � � �� 62 63 64 65 66 67 68 69 70 71 72 73 74 75 � �� R�GHT D�TCH PROJECT REFERENCE NO. SHEET NO. ----------- _ _ __ - ---_ ___ __ __� __ _�_ �_ _ J_�__ _� _�_ __�__ ---�_ - _�__ __ _� I-5504 18 � i � , i i i _i i _�_ _.__ _i_ __._ _. - - — - - - -- _ - - - - - i _ _ _ J _ _�_ - — � — � �_ � �_ � _ I -Ii - I Ii _I. I _ I II I� _i _ I -I _ � � _ — ROADWAY DE IGN YDRAULIC 0 __ _ _ __ . I ___ - -_ __— __ ' �— - _'_ � � LEFT D�TCH ---------------- ENGINEERS HENGINEERS 2,120 00 � a N MEDIAN DITCH — — — — — — _ _ __ _ _ _ ___ ____ _ __ _ _ _ _ _ _ ' : �-i4 � - . . __ �- __- _ _ , _�_ _;. �_' , _ � , I , '-- --' '-; -'- _. �_._ �_ -�. : _-� .- /5 ' 85i —__ — — 2,110 �. — - _ ., � _ _ , .. a� I � � 6po �-- � — PROF'OSE GR DE J -` � -�- - -- . _ ___ _ _-�- -- ,, — _ II _ _�-- � __�_ � � _ _ _� � �` � — �I I I I � I� — I I — i— i i-- _ — i_ _ i __ _i— -- — _�__ _ . � El - 2,096a79 � � � � � Pl = 82+1Oe00 � Z�� OO �j�'., � T� — I I I EL = 2,OSEe2%. I END GRADE -LLT- DOCUMENT NOT CONSIDERED FINAL �S�O �' �I` � �. � I I VC = 2/O II STA. 83 + 25.00 UNLESS ALL SIGNATURES COMPLETED ___ � K = 773 _� __ ELEV = 2,081.80' O � J — -- —�_ � - __ _ _ __ ___ __ -- — ---- _ _o -.�� ' - . _ � �_ � � DS � 80 MPH � GRADE POINT SHIFT � �._ ,, � ° � E/ 2,082054 i _ � -� - � -� � : i _ � � _ _ 2,090 ,_ , ' J' FROM 37' LT. TO 11.5' LT. 2,090 - � ' TO TI E TO B-5178 El = 2,103e54 '�., �6� ���,�oo - EXl ��T/NG GRO(�ND i __ i �-�4�5�5i _ _ _�_ — — �_ --� , — � — I ---- — � — , i , — —i ` _ —�— — - — _ � --'— --'__ _� � _�__ _� — --�— — — '__ _ _ . __ ��_,___� __ ___ _ — -- . — I ��J I I 3j �Oi �� - ' 2,080 , � _ _ �, 2,080 ,\0 6O � _ � W lT H Hl GE LT a �'�.,\ � EGIN LAT RAL I � i � _ __ � �! _ �I � _ _ � _ i � � BEGIN S ECIAL LA ERAL . �. DITC LT. � � . � ST � 78+5 . 8P �� i /�SE j _ ', —� -� � � � ! � BASE Dl CH LT , .'�� EL V= 2, s4.2s� l= l+60e 0 --_ 2,070 - Jii���,. � PROP 60° Rc ', —__ 2,070 El = 2,0 Oo59 Pl _77+ � 000 O�� -_.\ 00% ELEV = 2.os .32� BE lN C ANN L ' ;� - ` ---- l = 2,058a 2 _ __ E/ 2,0 036 ° ��,_ �� CH NGE LTe � I I I __� __ _ �_� -��-i -_I_ � Pl = B+OOo00 I j ;; \ a�s o i Pl - 80 70e0 � - �\ II I I _ , � � � � � I, _I- _ �. 2, 0 fi 0 El = 2,068075 EI 290 3023 �� `.� � 2,060 Pl =T 8+ Oo00 � J/e8 �% B SE DlT C LT o - END SP CIAL LAT E AL 33% _� °� �, PIPE HYDRAULIC DATA El — 2,0 5062 2 500 � P= 8+15a 0 +-�� � � -!--�� �- � �--��. + �--�-� , + � i ----- ------- � _, Q �--� -� �--�-� , , EXISTING 72" CMP/PROPOSED 60" RCP Bi�S D� CH T. E� = 2 �54. � 2� � J� � ORAINAGE AREA = l50 AC Pl = 78 f �00� Ii °cp i 2� 0�J � DESIGN FREQUENCY = 50 YRS - 9 � DESIGN DISCHARGE = 368 CFS � P/ S/ fO oOO EN CH NNE �` ' --.- -- - -- --- DESIGN HW ELEVATION = 2074.80 FT �I II El 29O 40681� � !i � �i � i - _ - _ -_, , , H � L e � - � _ l00 YEAR DISCHARGE - 428 CFS -� _ �. � _ _ 2 �4� l00 YEAR HW ELEVATION - 2075.73 FT Pl 8/f Da�� � O A O � OVERTOPPING FREQUENCY = 500 YRS i`t OVERTOPPING DISCHARGE _ 1030 CFS � � � i ovERroPPiNc E�EvarioN = 2095.0o Fr � SEE SHEET NO. 9 FOR -L- ALIGNMENT _ i i I---i I I__� li -- �_ _ i - _ i i � � � � � 2,030 � '� '� ' '� I ' ' '� � . 2,030 75 76 77 78 79 80 81 82 83 84 85 86 87 88 , � I� � ,I ,I I � _- i ,I , i _ I _ 1 ; i � ._ ! II! I! I' I! 'i -I I � - � �� � 2,130 2,130 -+ � a--� �-i-- � � �--�-� � ' � � � ' �, �--; i ' i- �-i- _ � � ' � + � � _� _� � _� � �. 2,120 � — — �� 2,120 N I �_J_ 7 I_ I , I I ii I ; il � � _- i' II --I -- _ I, -- -- -- 3,g , 1. —i i i il il i il i i i, — � /, �-- � I� I � � � � _ i_- � ___ __ �_�_ __._. -- 2,��0 --_ 2,��� � — — — _ � � � PRO OSE G ADE � � EX/ T/NG GR UND — _ , _ , � _ I I _�!I � _ -_ - _ _ � -. �--�. — — � I� �_ I� �I I i �- - �-- _ � - E N D G RAD E -L RT- � � -� � � � _ , ; _ , 2 100 —_ STA. 83 +25.00 2 100 � _ ELEV = 2,084.68' � --- GRADE POINT SHIFT � - � � � �_ � � � � � I_'I ��- i i -' —_ _ j�- 'I _�- i j-- FROM 37' RT. TO 11.5' RT. � � � � � � � �_ � � _ _ 2,�90 I ��o � �_�_ _!, i TO TIE TO B-5178 2,090 _ -- Pl = 7+75.00 E/ = 2, 77e2 ��� �i� � I '— �'�� 9�2 0 _ `k ,,, EDLTERL VDITC Rd _ _ _ . __ �� , ; ; ;. ' Pl =76+ Oo00 EL 9068050 -�- Pl = 8+5 e00 - P � = 7 +85e00 � � - ;_ _ _ � �. � � � � � _$ � � 2, 0 8 0 El = 2, 7/°00 Pl =76 +50 00 El = 2,07 .65 ,-'� E� _,088e�9 --- _ 2, � 8 0 E/ = 2,07 e29 I +) 5i2gp �. -' � � � - _` -- --- ---- k� ____ i � �_ o ( , � i _ - -�- J_ � � - _ ----- __ --- __ --- � _ - _ �� � _ �� _ __ _ � - � ` - � Pt -� SCC�fl -� — — _ , , �� PIPE HYDRAULIC DAT A _� � �_ — — _ _ � — — _�_ -- ----- _, �_ ---- _ __ ___ _ _ ° �� � � E Sl 72� CMP � = 29 8.300 __ _ _ __ __ 2 O7O ---_ °4200� : : EI EXISTING 72"CMP/PROPOSED 60" RCP . . � 2 O7O , ----- � � ��4200/ k� � � — -- _ , P OP 6" RCP DRAINAGE AREA l50 AC ------ , -� 2 40 0% � � %4400% - - - E� v = ,06�.43 = '� SrA 79f 1.65 - DESIGN FREQUENCY = 50 YRS _ ; :_ �-) 1o4400% V = 6 , -- _II il _i �_ DESIGN DISCHARGE = 368 CFS _ -I _ - i -. � . i : - -_i : i : � - - -- - - - - -� - - _ _ i _ - : : II � I i -I _i DESIGN HW ELEVATION = 2074.80 FT � I _ - i _- I � I_ - �_ = 428 CFS -- 2� 0 6 � Z , O 6 O _ . . P� =7 �OOaOO � . . ' -- l00 YEAR DISCHARGE -' - : : : _ _ , l00 YEAR HW ELEVATION 2075.73 FT 9 , - f OVERTOPPING FREQUENCY = 500 YRS Pl = 78+25e 0 = io3o cFs _._ __ _ __ BE /N_CHAN EL CHAN RT. l= 2,068 86 -E� � i �_ ovERroPPiN� oiscHaR�E ' _ - - -. � ',-- OVEf?TOPPING ELEVATION = 2095.00 FT � � . . ._� . . �- , _ , . � � � / f , ;_ �_� � __� _, --_ - -- --- - — --- _ ��� 2,050 EL = 2,07/09 : : : : : 2,050 z�� �, � �� -_ . _ _ � _ : :- --- � _� _�_ _ �_ _ _ �_ _- � � _� _� -' _ _. _—�_ ___ _,_ SEE SHEET NO. 9 FOR -L- ALIGNMENT I � � � �Q —_ � _ _ I _ !i - — — -- � fi � — � _ — _ � __ � � _i i _ _I i — -- — i -- i -- -- i — — � i - _. � _ : _ _ —� � � I � ii i i i _ ___ __ , �_ _ : : : 2,040 �,�W 2,040 �� �� 75 76 77 78 79 80 81 82 83 84 85 86 87 88 � FA rn� � cr;� O� � 0 N i( C� �` Q`l i� �i N> PROJECT REFERENCE NO. SHEET NO. _ __— - __ — ---_ ____ __ __i __ � i- J � - _i _�_ --i-_ ---i_ i _i_ -- _i _�_ _.__ __._ __ . __ _�__ -___ I-5504 19 i I i i i � � i I I I _I_ i i i i - - - - - - J - - - � � � .�. � �. � _ I� I_ _Ii - I Ii_ _II _I. _II �I III . I _ . II. _I -� � �. . �. J . -_�__ ROADWAY DESIGN HYDRAULICS __ _ _ i ENGINEER ENGINEER 2,250 -- --- - - --- - --- -- - - -- I _ -� � . . -� � � � , , i , , I , , � � � i I � �_ __'_ _ _ ' . '_ _�__ ' . -- --- - - -_ _. . - __ _-i _ - i- - - -i . , -_ � � i 2,240 � I _ __ __ . _ ___ __ J _ _ . _ _ __ _ _-�- — — _ __ � � _ _ � i � i i i _ �i i_� � , � � � � i__ � _ __ _ _ _ � �_ � � �__ � � I j I I I � � � �_ �—_ � �__ - — _ _ - _ __ - _, _I - I- _ _ _�,- - �, E N D G RAD E --- __�_ _ i __ _i- -- - _�_- � � �_ �_ �_ � _ � i i_ � i i �, Z�Z3O I I I � � � I� —Y— STA. 2� —I—OH.�2 DOCUMENT NOT CONSIDERED FINAL I I I I ELEV ZZO2.7Z UNLESS ALL SIGNATURES COMPLETED BEGIN GRADE �_ � - � I_ I _ i I_ I I -I i I J _ _ __ _ _ ___ _ - - -- -- - --- _ � - _, _ i �_ i , i I GRADE POINT SHIFT (14.75' LT) - � _� i � _� _�: _ ; � : i _ _ 2 2 2 O � I � � � � : : ' � -�� � -YLT- STA. 21 + 08 .12 _ - 2 2 2 O ' ELEV = 2203.11' ' BEGIN GRADE _ _ _ _ - _ _ _ GRADE POINT SHIFT (12.75' RT) ; � — � � — � � i I ---' ,i — _,___�i __' — �__, i_ _� i__ _ � --'— --'__ _' � _'__ ' _ _—�— _ , __ ____ ___ __ ---- ---- __ -YRT- STA. 21 + 08.12 2,210 �� �� ELEV = 2202.38' I� 2,21 � _ _ _ _ _�_ . _II_ _�'_ _ I___�_ �i _ , _ i —� � � � � I�I li �! ', �� I !I j o � � �_ i, �_ — I � -�-- -�- , � 2,2 00 , 882� BEGIN GRADE -Y- � )4d0_ 2,200 _� ; iPRO OSE GR DE — -� � STA. 16 + 60.00 � _ — � I-- i — , ' ! I � � � �__i i i_'_ � _ --�-- ELEV - 2 184.40 I � ii � ,� _— _ � i � �_ � � - 2 190 - - , ; , , - - _ - I I� � �, -- _ _ 2,190 , _ _ � __ �I EX/ST NG G OUN �+ I4 OS _— ___ 82� — � + _�—I—� �--�- � �—�-- �--�–� \ - _ _ ; � , I I I �� _ �, I _� � + � � � �, ; � �_ � �. 2,180 _ _ �___ '�- - I �� 2,180 _ ___ _ _ _ � � � __- �___ -_. i � I i i � i , � � � __; . — � I � I I I i I I I i _ i __ i � i i _ i_._ i -- I I I i I i I i i i ; i . _ � - _: . . _:_ _ i. _ ._ 2,170 I I 2,170 — '-- i i I I SEE SHEET NO. 10 FOR Y— ALIGNME I ,I ,i ,I , i i I i _ - NT _ _ : _ __ _ _ _ _ �� � ; �!, �� , I, �� �, �, I!� �� — � SEE SHEET NO. 20, 21 FOR —YLT— & —YRT— PROFILES 2,160 -� - � - - - i �I �� ;, � � j - --- -, �, 2,160 , 15 16 17 18 19 20 21 22 � � I� � ,I ,I I � _- i ,I , i _ I _ 1 ; i �._ ! II! I! I' I! li -I I � - � �� � -+ -�--�� �i- � �--�� �--�� � � � � � ' i� �__; i ' ; i-�-�,- -i j� j I +j_ _ � � ' ��- + �- �� _� _� � -� � �. _ _, _ _,_ � � � --- - -- -- -- - ---; ' - - _ � � � � � � � I_ ' � _ _ �I �� _ ---'� _ , � , _ _ ; � --_ '---� , ! !_I -- --- -- - I . . i ' , j i , , , i i i _ _. __ _ _. , _. � � � �. I I � �. � � II II �_ II ! I I II! II �_ _ � _ i �_ � . �. �. � �. _. . �. � �.. � i i � � I �. I I i I_ �. i i I� �. --I i�- I II I�-- �� I _�_ i I_�. !--�� I�- II _�- _ I I _�_ �_ �. � ��.. �. I i I I � I I I_ I I. � I _ iT� �- �- �- � � , l _ I � i j I _I i i _I � �.. � i i � $ I � I I _� � � � � � � � _ i� , � � _ �_ _ . I- . - _ .: __ -_ __ -_ _. _. _ _: _- -_ _--- _ ____ - -- -- _ - - -- - - - -- ----- _ ---- --- _ _ I _ I i -�- __ � _ i il il I= II I _il il JII ill III �I II j - I. - - �I - i il - �_ � � _ _ !, I, , �_ � �I I � T � _� -- ---- _ -. - -- -_ . . _ -_ -- _, _ __ -�--- I _ �-�-�-. � �- -�- I-. _ _ _I_ - -�-- �_ _ _- __ _� _. -_ _ __. . _ ___ . _ . _ _. �__ ---I_ ___ __. -_ - . � � I i_ --I_ I —i_ __ — —�_ _ . _ : - . _ _ .- _ _i_ _� _� i I __ - i _i I _ i _I i - _I i _ - i _ _i - --I � _ � _ �_ -� . I I_ I_ I I_ I I J I I I I I I _ I I _ I _ � _ , - _ _ _ II _ I II_ I _I _� I _L ]� _ I � _ I - I __ I _ � _ I_ _ �_ _-� I _ � -� I I I , � i i i _ --- -. _ _ -. . � _ _--�_ ___ � __ __�_ _ .___� __, _ _� __ _ ___ _ _ __ ___ _ __ ___ - i i i � � � �_ �_ � i I i � i I i i � i I i i i � i i - - i _ . _ . - . _ _ --- - -� -� -- ; _ � --� _ _� __� _ __� , -� __ _ _, --_ _ _- __ - __ _' - --- - _ � _ r� i �� o� '� �� � �_ i_ �_ � i _i -� �� . -- � --- - _ --- - _� -�_ _, _ -. -� _� _ �_ _- .. _ _. - _ __ _ -- -- __ _. - -- �� I I _ I L I— i I_ I I I I I _ I _ I ! _ QQ .. I I � � � � � � � �_ � — _ — � — : _ _ � -- � � � — : — _� — : , : — � -- i — — — — i __ i —_ __ i —__ _ i i _ _ _ �_ � � � � � _ _ _ � __- � �� I ___�i � __ � �___ -' ___ __ _ _ � �W � � �� �, � �' � �f3 o� �; �� 0 N i[ C� �� Qt i� �i N> PROJECT REFERENCE NO. SHEET NO. :_ _ ___ _ :_ I-5504 20 _ � � _ � � — _ ___ _ _ _ _ ___ � _ _ __ I �I � _ , _ I _ i _ _ I ROADWAY DESIGN HYDRAULICS � I � � � � � � � _ I� -- � � II --- I — — II I� -- I II — I� -- _ � _ I, � � � � I � ,7 , , : ENGINEER ENGINEER _� �- � �- �— �- _ ; i - �-. � �- �-. �_ � �� — - - — - --_ _ - - - -- — — - - - - - - 2,2 60 --- — ___ —__ _ .__ __ - — — _ __ _ __ __ _ _� �- -� � '� � �_ _ II I 'II il li _ �II III _ II , _' II - � � � � _ . II : � ! �-�- Z�Z J� O � I I I I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED --- -- --- -- _ _ � Pl = 29 �30e00 � � - ti _ � � _ � � -�- - _ - - _ - -- �� _ , � �_ � . I - _ _ - — , , -I _ EL = 29224.60 � � � � � - � _ _ _!, �- �I � �i, 2,240 Pl = 25+OOv00 � �� _ l50' - - 2,240 E N D G RAD E EL = 2,2/9J3' K= 2/4 BEG/N BR/DGE , -Y- STA. 21 + 08 .12 VC = 400' DS = 77 MPH ST Ae 3/ +63e67 +/ - � _� ELEV = 2202.72' _�- �- -- _ K = /42 �_,_- � _-� �__ _ -� � _,-_- _, _ _ - - N �- �- � _�: �— __ ---_ 2,23� GRADE POINT SHIFT (14.75' LT) OS = 59 MPH o ni 2,230 BEGIN GRADE � -YLT- STA. 21 + 08.12 P OPO ED GRA E _ _ __ 'I � _ _ _--- ELEV = 2203.11' � � � ' �� � I==� ' ' ' � -'-I-� � _ J'� �, - , � - � ;� � 9737'� � I ' � � +�la 2,220 � 7 �� _ _ __ _ __---- — —�+.�1� 21/ — � ---- --- ------- \ �\ 2,220 la2 � 008 ° — — �+) _ — i ; - ; _— i i \ i , _ _ _ _ �_ i ' i � i _ --- I i� �_ - ! -- i : _ , - � � I I ! � ; I � � , '--- -_- i � � - 2,21 O _ — — — EX/STING GROC�ND � � � � 2,21 O _— .— � �+�4� 88�� ,— i BM#3 -YLT - ST A< 30+30<79 � _ , _ _ — � — '� '� ''� - � 2/7e9/' RT ELEVe 2207e64' � �--I+ � �� -H-� - -- �. � �--� �-�--� � �- I _ I-I- I I I-_I � , 2,200 2,200 — _ _ --- _ — — -- _ -- _ _ _ — — — I� ii _ II _ il II _ II !I !I !I II 1 �II _i . i I I I I I +_' '—�- � I I ��-+ . i _ I I.. � . � � - - - - - I _- - - - �- - � I I I I_ I I -, 2,190 2,190 _ -- i SEE SHEET NO. 6, 10 FOR —YLT— ALIGNMENT , i __ 'I i ; ', j __ i __ i _. �. _ i I _ _ I I __ II il !i - lil II �� !I I i � � � --- � -_ II � � J- � 2���0 ! '' I ! I '' I 2���� 21 22 23 24 25 26 27 28 29 30 31 32 33 34 _� � � � � � � _ ' j �I �, ', ; I �, � I+ �_i �_ . � � � H—I ' 2,2 60 ' ' 2,2 60 � i �- � �- i � ' , � � � � � �— � �_ �� � � �j- .� —� i _ — 2,250 2,250 _ _; _ --- -- -- � '_ i � i I --- II I i i I --- I _--I _: -_ : I �. � � �. II_--I � � I � I li li I �� ��__ I I �i --- � ---I' �__ � � I_I � � --- �. 2,240 � � P� = 28��0000 2,240 EL = 2,222.22 E N D G RAD E VC = l50' BEG/N BR/DGE � , rn . , � -Y- STA. 21 + 0 8 .12 - = Pl = 25 +OOs00 , _ '� j �_ _ � � , K = 99 ST Ad 3/ +34d37 +/ - + rn ; � - � , EL - 2,2/8040' � ,I i __ _ � ELEV - 2202.72 , _ � � �, DS = 5/ MPH '� _ N ' : 2 230 � BEGIN GRADE VC = 400' GRADE POINT SHIFT 12.75' RT K=/3/ I 5481% � -YRT- STA. 21 + 08.12 � , DS = 57 MPH ;-- ROF'OSE GR DE ' � i i i i i � i i i i i � ELEV = 2202.38' � � ! i �--, _--� j_ � � .� _ �. 2,220 o i _—,— — — — — - o- ---- --------- —,^ 2,220 � _�_ — o �Q (+) ��88 — — � - ,, � - � �' _ � � �—: � ��- _ - ' — EX TlN �� GR UND ; - I; �- � _I � � I � � � � �$� � � � � � � � �� , � ' � �� _ -$ �� � � , � � 2,210 ___ --- ��� ��� �� � � �� �� �� ��� � �� � � ��� �� � ��� ��� �� ���� � �� �� �� �� �� ���� ��� � � � �� � � � � � � 2,210 — _— _: o / _ — — — _-__ _: -_ _ __, i_ _ { +�4�� — __ __ . _ � _ -- _- �--- i I = I i- -_;I I --- i iil =i -li---- - ii - -�- :-I-- _ -,- -- -;i- -- ----�i- -�- - , - - � 8 _ � __ � !, i i �, i , i l �i _i � ,� _ - ��� _� � -- -- -�--.-I - I�-�-�-_ I�-. -�- - -�-. J 2 �2 �0 -- -- _�—_,_ ~ 2 �2 0� : : __ ; # � : BM 3—YRT — STAd 30 05d44 � _� ---- __ — ---_ 'i �i_ _�ii _ � 'ii — : 'ii 'i _'ii _ � I�i 'ii 'ii : l7/°08' RT ELEV a 2207.64' � _ _ _ — -- __ _ _ _ -_�_ ___ _ __� -- --- 2 190 __ _ _� _ �, �_ � _ _ _ ___ _ _�__ � _---- _ __ � �_ 2 ,19 0 _ __—_ ----- , � __�— � _ --- __ _ _ __ _ _ ---- _ __ _ _--_ __. __ _ _. _ _ _ __ _ _ __ _ _ _: __ i i � � � � �_ �_ � i I i i i I i i � i I i i i � i i — — i � _ . _ . — . _ _ --- — —� —� _— ; _ � --� _ _� __� _ __� , —� __ _ _, --_ _ _— __ — __ _' — --- — _ ��r 2 � �� . . . . . 2 � �� o � � �, � ��� _. _ � _ � _� _ _ _ _ _— __ ___ __ SEE SHEET NO. 6, 10 FOR —YRT— ALIGNMENT --- --- — — --- — _ Q� � _ - — — � �� � _ � � � � � � �- � — � — _ — I I —. li � II I I J i — li —. ! _ _ -- � — -- — I _. _ i —._ I -- — __ �� � � � il I I II I_ II il II i � 2 170 __ _ _ _ _ _� . _- _. _ _. —_— _ _. _ _. ', � _ _ 2 170 i is � � � � �� 21 22 23 24 25 26 27 28 29 30 31 32 33 34 �� m� N �� 0 N i[ C� �� Qt i� �i N> PROJECT REFERENCE NO. SHEET NO. ._ _ _ _—_ _ :_ I-5504 21 �__ _ _ � � i __ � i_ � � i i _ - i �___ _ _ i_ _ ___ _ _ - _ �;—�— � � � � I � � � — — ! -- � _ II --- I— — I I�-- I I —I -- --_ i_ �I � � H-- _� � _ � � ROADWAY DESIGN HYDRAULICS 2,2 70 , '� ENGINEER ENGINEER _� �- �- � �- �— �- _ ; i - �-. � �- �-. �_ � �� — -- - - — - --_ _ - - - -- — — - - - - - - 2,260 _ _ _ __ - _ — , ---' -- _-_ _ _ - .__ __ _� �- -� � �- _ i I �I �� i_ - '�� I�� -i - � ' � .- _ i _ �'-�, i � �_ . � : � i _ : � 2 2 5 0 Pl - 34 �25d00 � � � � E N D G RAD E � _ , DOCUMENT NOT CONSIDERED FINAL EL - 2,234.,37 —Y�T— $TA. 41 + 67.67 UNLESS ALL SIGNATURES COMPLETED VC = 570' ELEV = 2202.76' K 84 - - ---- � ---' �� -- _ - -- _-- _ - - - - _ DS - 50 MPH - � I _ I _ . _ � -� BEGIN GRADE . � � � . ; , __ _— _ ; --- _� � 2 240 STD BR/D� � +/ _ _ ' � ! � !, , ! � _!, -Y- STA. 41 + 66.19 . _ � � � � 2 240 ' ELEV = 2203.29' ' , �-L- Pl = 39+OOv00 GRADE POINT SHIFT (19.75' RT) � a EL = 2,2/1.43' _� N � +)1.973 � ; �_ ° � 4829 0 _-� �__ _, , VC = l70' —�- _�- �_ �— —;�- �-_ _� 0 -- ---- �v 5� - --- _- - --- _ _ __ _�_ --_ - -- , `��+)1.973 �� K= 96 Pl = 40 �85v00 2 2 3 0 DS = 50 MPH EL = 2,205e78' � - i-� �- � � - � � - VC = l50' _ _ _. - ;- - --- : �- _ _ _ : K = 250 �- �- � � : -�- ; � __ _ __ _ r� � — � _ _ _ — — _ _ , _- � � ,�RO SE GR DE T I II DS = 70 MPH 2,220 , I --- ,_ — -- _ _ ; i — _.__� _ __-- — ' ; / _ i � i _� �. � � � _ �_ � � � '��� � � _ , - , � I EXl TlN GRD' ND I - - _ I ; - � , � �--_ -_- ' � 2,210 �-� 8- o _ _ 2,210 — _ �- -305 ��— = �30 4/% � / — _ _ _ �_ J3653/0 � � � � _ —_ �. + _ _ � _ � � � � �_ ; I _ I_I__ � I i I ; ; _I _I__I -- _ � � __ _ o � 2,200 �� � '— —. 2,200 — i il _ _ � --- I i _ , — — -- i i -, -- _ i _ _ i I i _ i : — i � _ - _i I I i I I �— — II II � �. I I �. i _ I I.. I _ I I � — — — I _— I _ _ I I I I_ I I — 2,190 2,190 _ -- ; � — — � SEE SHEET NO. 19 22 FOR Y PROFILE . ! ! � i I I� � � �- �� � __ � , — — — _ _ i _ _ i _ __ i I _ _I i __ � � � � , , --- , _ - , , i � � SEE SHEET NO. 6 11 FOR YLT & YRT- ALIGNMENT 2,�8� � � � � � � � � '' 2,�80 32 33 34 35 36 37 38 39 40 41 42 43 _� � � � � � � _ ' �, �I �, ', ; I �, � I+ �_i �_ � � � I�I ' 2,2 60 ' 2,2 60 � i �- � � � ; �, � � �— � �_ �� � � �j- .� � i Pl = 34 +1Oa00 : — — 2,25� EL = 2,235e98' 2,25� VC = 630' �_ K = 84 -� ; ; II ; --- - --- -- -- DS = 50 MPH � � �- ; -- ; I - �I , �I I, --- �- _ I � _�_ ---I�� _--- � - ',_; �_ _ !� �--� , � , � � , � � , END BRIDGE � � � � � � 2, 2 4 � ST Ao 33 +14087 +/ - � � , rn � rn e 48�`� � , � N ( +) 5 � �'�4 487� I-I I �!, - � �' I � _ �il Pl = 38 �OO°00 �� __ _ � � � ' �: � � a °o _ , �' : 2 230 N(+)2°54 �� � EL - 2,2/6068 END GRADE 2 230 � ROP SED GRA E VC = l50' GRADE POINT SHIFT (7.75' LT) , � K = //6 -YRT- STA. 41 + 60.85 �-� DS = 55 MPH ; ELEV = 2203.50' � ,---- ---- --_ � I I I� I � BEGIN GRADE � � � � � � .� �_ � � � _ _ � � -- _ 2,220 �� �— —__ �� —Y— STA. 41 + 66.19 2,220 — — _ _ � i _ ELEV = 2203.29 � EX ST lNG GR UND —/ �'� ,94 � o— _i �—: / �— — i I'_ � 8io r_ �� � � �� � � i� i i_ -� � �,� � � �.652 � �� _ 2,210 __ , � I i _ � --__ / -- — �__ _ _ � ___ _ _ -- — _ -I -- - � 525/ - _t— _I �, -,--�- -�. _ � _: ___-_ _ _ _: _- _ ---- _ _ _ -- __ _ __ i_ _ — — _�_ — � _ !i i� I — i i� _ �� —i �i _ _ � _ . — — � — — ---- — — — — � � — — — _ _ �, ! ii _ ii --�, �i �, _�i li _ �i _,i — � � _ �_ T � �� _ _� , —�--- _ I�—�—�-- �— � — —�-- — _ --- ___ . . _ _. �__ ---- __ --- — . 2 2 �0 � � . —. —. —_ — -- _�-- . . . . . . 2 2 0� , , __ __ � � _� — ----_ __ — ---_ _ --- __ 'I 'I_ _III _ i III — . 'll II _III i III JI II . — _ I_ _ _ _ _— I - _ _ __. I _ _ -- — -- 2 19 0 _ _ _ __ — ' ' �� ,- � _, — � _, _ �, _� _ — _; _ — _._ _. _ _ �_ _. _._ _ _ _�— 2 19 0 � ___—_ ---__ _---- —� _ _� _ , , � __�— � _ --- __ _ _ __ _ _ ---- _ __ _ _--_ __. __ _ _. _ _ _ __ _ _ __ _ _ _: __ i i � � � � �_ �_ � i I i i i I i i � i I i i i � i i — — i _ . _ . — . _ _ --- — —� —� _— ; _ � --� _ _� __� _ __� , —� __ _ _, --_ _ _— __ — __ _' — --- — _ �f 2 ��� . . . . . 2 ��� � i � o� �� ,� ��� _. _ � _ � _� _ _ _ _ _—�_ ___ SEE SHEET NO. 19, 22 FOR -Y- PROFILE --- --- — - --- - �.. � _ � _ _ � � � -- ---- � � � - _ - — - - — �� i � � � _- �i i -- i_ �i ii �i �i �i i i i --- - i __ _ i S E E S H E ET N O. 6, 11, FO R-YLT- &-YRT- ALI GNME NT �� i i � i __ � i i i _ : ___ __ � 2 170 __ _ _ _ _ _� . _- : _. _ —. _-- '� � _ _ 2 170 i is � � � � �� 32 33 34 35 36 37 38 39 40 41 42 43 �� PROJECT REFERENCE NO. SHEET NO. ._ _ _ _-_ _ :_ I-5504 22 �__ _ _ � � i __ � i_ � � i i _ - i �___ _ _ i_ _ ___ _ _ - _ �;-�- � � � � I � � � - - ! -- � _ II --- I- - I I�-- I I -I -- --_ i_ �I � � H-- _� � _ � � ROADWAY DESIGN HYDRAULICS 2,2 50 � '� ENGINEER ENGINEER _� � � � � � �- _ i_ . -; ; . � �� . �. � � �_. � � ��_ . _ _ . 2,240 _ _ - - _ __ __ � _ --- _ _ -- ---- - __ -- -. �- - E N D G RAD E _ �i i �ii �, _ li �,_ _ �I! I�i _�� _' �I - � � � �_ . �I : � Z�23O GRADE POINT SHIFT (19.7�J� RT� I I I I I DOCUMENT NOT CONSIDERED FINAL —YLT— STA. 4� + 67.67 UNLESS ALL SIGNATURES COMPLETED ELEV = 2202.76' ; � Pl = 5/+OOa00 _ — --- — -- -- _-- _ __ — — ___ _ _ _ � � EL 2 207d94 . � - ; __ _ — END GRADE � , _, - ' _ ' , ' ' i E N D G RAD E —Y— � � 2 22O GRADE POINT SHIFT (7.75' LT) �� �� �� � � I� I� �� � ' _ _ VC - 200 2 2 2 0 , � � � STA. 52 + 50.00 , —YRT— STA. 41 + 60.85 Pl = 44+65v00 K= 540 ELEV = 2,211.06' ELEV = 2203.50' _ , DS � 80 MPH BEGIN GRADE E� — 2,192e38 _� �—_ _—�- VC = 590' I- I , � . _; � _ � - �- � �. �— �— 2 21� _ ___ —Y— STA. 41 +66.19 K = 97 __-- —__ _'— ___ _ 2,21� � ELEV = 2203.29' DS = 50 MPH I � PRd�POS D GRAD ( +� e4504� � � � �_ __ _ _ _ _ --- _--- � _i i _ _ � - ; _ � - - - - - ; . . . . . . . . � � . . �. . . . ' L. . . . . . �_ . . . . . . I . . . . . ' li . . . . . . . . III� - I . . . . . i -- I . . . . . �, - ! . . I!, _ . . . . . - _ . . . . . . . . . . II ; / . . . . . .- . -. . � � - . . . . . . . . . . . . . . . . . . . . . . . . . �_ . . I� �. . _ . . . � .. . � •65//� - - 2,2 00 2�2�� - _ , _ _ - __ __ �� _��' _ - i � . '_ - - - _ __ - _ � _. i ----- ——�— -- ---- EXl '�TING GRO ND _ i i i � i _� �- _� � _. i _ I I i ; ', I II T_ T_ � �_ ,�---. --- ' � � ,� I I , � , 2,190 �3 5//� ° �+)24504 � 2,190 I �, �, , � + � � � �, � �- -- �. � �—�--� �—�-- + �--� �—�--� � �- I — I—I— I I I I I--I � , 2,180 2,180 _ _ --- _ - - -- ; _ -- _ _ _ - - - ,, _ _ � � � _ � � � � I � � _� . � � , � � �, � � �� � '� _ � �. � � � � -- _ - --', -- '- - - : 1-- � � � � - '� _ '� I , 2,170 , 2,170 SEE SHEET NO. 11, 12 FOR —Y— ALIGNMENT _ -- � — — — — _ _ � ! __ I _ __ � _'ll _� '� _ i_ � - � — SEE SHEET NO. 20, 21 FOR YLT & YRT PROFILES I I I . � � I I I _ li i ii � i� � li __ �� !i � � � � , , --- , _ , , � i � 2,160 � � � � � � � � 2,160 41 42 43 44 45 46 47 48 49 50 51 52 53 54 _� � � � � � � _ ' j �I �, ', ; I �, � I+ �_i �_ . � � � H-I ' � i �- � �- i � ' , � � � � � ' � � �— � �_ �� � � �j- .� —� i ; ; --- -- -- _ ' _ i ,_ _ _I ; i i i i i i i i i ---i _ --; - -- i _ � � �- !, --- !, I - !, !, ---� i !� --- -- _ i � _�_ --- I' _-- � i_� �__ � --- � � � � � I'--, � � , � � , � � , , . ,. , . , � � � � � � � � - - li � ��I -_ ��i _ II, �_ _ i �i � �i _- _ !i � _ �_ �i � � � � �: � � � � i i � i_ � � � i� � I ��_ i i i�__ i i_�_ i i_�I. i i j�_ �I _�_ i �_�_ �_ � � �� � I � I I :� �_ i i _ i _ i i �- �- �- � I i i i i i i i -I _i �I i �.. i i � I� I I _� � i i T � � , � � i � � � � � � $ � � � � � � � � . : . _- - _ .: _- -_ __ .: _ _. _. _ . : -- -_ ---- _ ---_ - -- . -_ _ __ ---- _ _ -�_ . - - -'- . .. _ _ �_ -- . _ _. _ . . _ -- - _. .. _ -_ -_ - . - - - I - I - - I � � � . -�I I I -- i . �- � .. �_ _� � !II I II I I I Ili II _ � I t j I � .- , - -� _ ll _ II _I I I I _� � -- ---- _ -. - -- -_ . . _ -_ -- _, _ __ -�-- I _ I�-�-�-. I�- -�- - -�-- �_ T�� . . _ __ _ _- _ . -_ _ __. . _ ___ . . _ _. �__ --�-- - -� ---- ___ __. -_ - . . __ , , , ,, , i i _� ---- .. _ ---_ . --- .. _ I I_ JI _ i II . II II _III i III JI II . _ I _ _ _ _ _- I - _ _ __. I _ _ . __ �_ . _-_ -_ ---. . . ---- -� _. - - -_ _ I l_ _I _ I I_ I _I _ I -I _I II _I . .. __ _ _. .. ___. _ _ �_ _-. _ __ -�_ -- --- � . -�-_ , _ --- -. _ _ -. . _ ---- _ . _ _ .---_ . . __ . . . _ _ _ _ _ _ -_ __ _ - _: -_ i i i i � � � �_ �_ � i I i � i I i i � i I i i i � i i - - i � _ . _ . - . _ _ --- - -� -� _- ; _ � --� _ _� __� _ __� , -� __ _ _, --_ _ _- __ - __ _' - --- - _ �_ � �r . . . . . �, � . I_ - I _I -. - -- � . -- --- - _ --- - -_ _ _- . . . . -_ _- _ --. . -_ �� I I _ I I I � I_ I I I �Q __ � fi � i _ - - i _ � i _i _ �i ii I _ _ ii _ _ _ � � _ � _ _ - � � _ _ � � , - � - � _ _ _ _ i i i, � i -- - i � i _ i � _ �_ � � __ � _ _ _ _ � ___ � �� � ___�i � __ � �___ _ : ___ __ _ _ �W � � �� �, �} � �� R�GHT D�T CH PROJECT REFERENCE NO. SHEET NO. ----------- _ _ _ __ ___ - I-5504 23 i__ _ _ � � i __ � _ � � i i _ _ i i___ � � � _ i _� � -- - ! -- I I --- I- - I __ _ I _' _I -- _ , _I- I � _� ROADWAY DESIGN HYDRAULICS � � _ � ---------------- 2�2�0 � � LEFT D�TCH ENGINEER ENGINEER _� �- �- � �- �- �- - � - - i - �-. � �- �-. �_ � �� 2,230 _ _ - - _ __ _ __ __ _ __ _ _ ___ -__ _ .__ __ _� �- -� � '� � �- - �'�, � �'� �� _ �� I - ,I ,I - _ '� - � � � �_ . ', : � Z�2 Z O � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � --- � -- �_-- � --- - - � _ _ _ _ _ _ - - ---- - -- �� _ - - - . - � � � � �_ _� � � _�- � I J, ��I � �, _, _ �I, , �� � � � �� � °o ��� - 2,210 �+) 7797� �, 2 210 N � . . . . . . . . . �. � �. . . . . �. . . . . . . -. . . . . . . . . . . _- - _� 1 � �� �� �` `` � �� �� � I _� �-_ _�- �_ �- _�- �_ i I i _'. _ _ i � � � � ` � - � �v �- _ _- . _- _ -_ __--_ _ _- - -- -_ ___- _,_-_ ___ _ _ _ _, ,_ __ � - -' -' � 2,2 00 X/ST N� G OUND _ _-- 2,2 00 Pl = l5 +60000 ,, _ __ _ EL = 2,184.66' PRO OSE GR DE �- 7 52% ATERAL ASE DITC RT. _. - �� � � _ II . i ' � �, _ VC = 360' ;I '_ f � 6286� +) Ia40 0 0 �+) 2� l- 20+0 00 � �- � � _ - _ _.. - J! � i - , K = 24/ -i - -- ��- o �+) __:� ---- _ __-- - e ; � _ � DS � 80 MPH ' �II +) 3 _5 �� � - - - - ( +� Oe 63 °o L = 2,195 8/ 0 2,19 0 Pl - l2 �28000 �-- 2,19 0 BEGIN GRADE -RPB- E� = 2,177v07' �� 0 4 -� � Pl 19+66073 ( .-- � STA. 10 + 00.00 � VC = 260, � ; j P OPO ED RAD� � 7� ''� g p 0/° - Pl 17+7 e00 =� El 2,194.90 � i ,. ELEV = 2,169.87 . K - 298 , o � � _ _ o E/ 29/ 9e43 / l9 05a � . 0 7� � . , � _ �-- - --- � _ , -, _ _ _ - - - o Pl l7 +2 .00 � / = 2,/94e 8 _ I DS 74 MPH I I����_` I _ o 2, 1 8 0 0 �_ � O O o 3 6/ � � � Pl = 9+40.00 2, 1 8 � o (�2� _� -- Pl 18+7 000 = 9 a (+)30157 � _ - - - - -' _ El 2,l 3.0/ + _ _ _ - - - � BE /N S EGl L �, -I P/i =/6+ Oe00j , � + � � � �, � �_ -_ �. 2 17O LAT RAL BAS Dl CH T< I- 2 17O � El 2, 83,4C� � _ EL 2,/ 2e20 ° - _ _ - E/ 29/ 3024 , --- - - __- --_ I.- � '� � �� � '� _ � � � � � ' '� � � � ' ' � � i - � li � �i �i 2,160 2,160 � � _ ' _ i � ___ _ 'I -- _ __ I� - --'II - ! ! _ i _ i - i - - - I I I . � � I I I _ li i ii � ! � li __ �� !i �� SEE SHEET NO. 5, 6 FOR RPB ALIGNMENT � � � , , --- , _ , : , � i � 2,150 � � � � � � � � 2,150 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � � � � � � � '�I � ' �� � I+ �_i �_ . 1 - � � ! � I! I'' I! I! ! I! I�-I 2,270 2,270 2 250 2,250 -� i _ _ i -� �, � ' ; � � � �_ �� � � �j- - - END GRADE -LPB- 2,260 2,260 2 240 STA.18+55.04 2 240 ELEV = 2,220.40' _ '_ i-,- _ i-i '_ ; i i i i i i � i ---i --; - -- � � rt!- � . _, i �- � �i --- !, I - !, !, ---� !� --- I _ _ i! _ . --- I! � � � i � � � � _ !_� 2,250 2,250 2,230 P� = i8fo8voo 2,230 EL - 2,2/8084 , .. . _ VC = 90' . . . � i �_ _ _ � i BE IN DE LPB- ; I i + � � � � � � � j STA. 10 + 00.00 � �� ___ � �I �_ �� � � � I DS = 50 MPH 2 240 2 240 2,220 ELEV = 2,202.78' 0 2,220 .3163 � _ _ - _(�4 -- ° -- � � � � � i� Pl = l0 +88d00 � �, j�_ Pl = l2 +85v00 ; E/ST lNG G OUND �- � i i EL = 2 /95.86' I - - � � _ _ _ 2 230 END GRADE -RPB- 2 230 2 210 EL _ 2,20/.90' � VC = 280' ,�; __-- -- 2 210 � STA. 24 + 92.89 , � VC 90 � K= 38 , � , , ELEV = 2,219.92' K= 44 DS = 30 MPH � � DS = 40 MPH _ � � � _ � - � I _ � _ - - �� ROPOSED GRADE ' ' ! � _$ � � , � , _ r -)la0 00% _ � _ _ _ C-J3 6 _ _1- - �3g/ -_ 6 - - 0 3 2,220 , _ 2,220 2,200 _ _ , _ _ >4e 2,200 � __ - ---- i _ �! 7 7� -- . !_ _.-_ � I = il -- I ;- -�-; _--- �-� '��066 � �- � � � :-1__ _ -- __ _-}- I_ _;I - -_-- -�. _ __ _ � - - � _ _ _ i i � � ^ _II � I T � ' �I�_ _� ' C�j {-I��� /� li � li I I, li ,-!i I �_ __ __-_ _____ __ _ _�-�-_ _ -�- __ _ __ _ _, ____ �_ _____ ____ __ __�__ ---- ___ _-__ _ _ 2,210 � : 2,210 2,190 : : : : : : : 2,190 _� � EXIST/ G GROUND � __ � , � , � , � � � _� ----_ .- ----_ - --- .. _ _ i III III III _III , II J �I - _ _ _ _ _ _ __ _ . __ I I _ _-�__ -_ _-.-_ - -._-�--__ -_ --_ _ _i -I_ J I _ _.__ __.__ ____ p �_ - __ -_ --- -- - ---- . � _. - - _: � _ _ 2�2 OO 2�2 OO 2�� OO � � � � 2�� OO _ --- ___ _ __ ---- _� __ __�- _ _--�_ � __. __ _� __ _ _ _ __ __ ___ _ i i � � � � �_ �_ � i i i I i i � i I i i i � i i - - i �_ . _ . - . _ _ --- - , � --� _ _� __� _ __� , -� __ _ _, --_ _ _- __ - __ _' - --- - _ _ �'�r 2,190 2,190 2,170 : : : : : 2,170 �, � ��� _- _ _ � - - - i _ _ II, - _ _ _-�_ _ __ � _ _ - - - � � � �-- -- �-- SEE SHEET NO. 6 FOR -LPB- ALIGNMENT I I �i - -- i --- - i__ i i � � SEE SHEET NO. 5, 6 FOR -RPB- ALIGNMENT � �� �� ' I� I� I_ �� __ �,W 2,180 2,180 2,160 2,160 �� �� 23 24 25 26 10 11 12 13 14 15 16 17 18 19 � �� ���� � PROJECT REFERENCE NO. SHEET NO. / � - - - --- --- _ - � � - - � � , - ' �- � �-� - . � � I-5504 24 _ _ � � ;_ , _ � � � � � I � � � _ _ I! -- � _ i I --- ' i_ II � _ � _ � ROADWAY DESIGN HYDRAULICS � - -- -- Z � 7O fL ' L N ENGINEER ENGINEER ' i i Pl = l5 +46.00 — — i — EL = 2,15605/' � �" � � � + ) ���� � BEGIN GRADE -RPD- VC = l90 _� �_ �— �_ / _ ( +)1.9406 ` STA. 10 + 00.00 - -- - _, �_ , _ -� , _ K = /7/ �` �- _ � 2,160 ELEV = 2,138.60' DS - 63 MPH �° / - -- Pl = 11+54.00 -- - - �� o �+) •940 �° � �kl � % — -� LATE AL 'V' Dl CH RT. . EL = 2,144055 _ _ �, � �+) e05 �� P OPOSED RADE _� -� VC - l90 � �- _I -I— \ � ^ Pl = 8+40e00 R/�HT DITCH - - - - - - - - - - - _ , _ _ - — � K= 234 � � '� � '� + �� ��2\3. ��� J/ E� = 2,158.09 Z� � � J O D S = 6 9 M P H I - ________________ D O C U M E N T N O T C O N S I D E R E D F I N A L _ �EFT oircH - UNLESS ALL SIGNATURES COMPLETED 10% ,' I �'' I ° �+)3d� l = 2,156a 9 - --- i __ i �--- � °.� .J � _ � �6 6� — . � _� h , ,- __ �� — : -- - — _ � � + 3 • 3 � i � B G/N PEC AL I -, �0��' � � '� � � ,-� _ � �- � � � _ -� � ' _ � � _� � 2,140 __-- --- ---- � -� - � , � �,,, 2,140 _ I _ _' _ '' � � Pl = l6 76>0 `x , / ° El = 2,l 9066 _� � � _�- �_ �_ _�- �. � EN SP _C/AL CUT � _ EL = 2 /32d4 _; � � , , ' � � � -fi- � �- _�- � �- -�- �-- -� __—�- _- _-_ __ � � H/ GE �T a 2,130 � P/T H4w ��0 i ' 2,130 _ � � EI 2,l1 e30 � - . _ - _ _ � _ �, � El - 2�1�802 _ _ _. _ _ _ _. -_ � � � � ' � � � \ � ',I - ' �, _ I�� _ - I , � �� � � I, . � , � � � I 2,120 i' , 2,120 Pl -12+8�000 � � , X/S /NG ROU D� � _ i BEGI LATERA 'V' DITC LTe El 2,10 .80 , I ;_ .,� -'"�� �% � ; ii � � i_ i . �- i , � Pl = 11+50v00 - k g�� � i ! ' ' _ � � _, � � --- � 2,110 El = 2,10/e50 — o " ' � � �- ' ' � , 2,110 +l a83 � , -� �:� 02 l / _ -- ---o-- -M4+3 - � �° _ 000 �, �, _ _ �, � + � � � �, � �- -- �. 4,46g__.__.- - I _ P/ - - l+) 1e31 8/ El 29/l .45 + �--�-� �-�-- � � +) __ I I I__I � , 2,100 --' " , , 2,100 El - 2,106a55 BE ,lN S ECl L CU D/ CH / H/NGE LTo _ _ -- = f , ;_ -- - . - - � � �. _ � - -- Pl -I l3 Os001 I ! � _ - �� I � '� '� � � '� � � ' � _ � � i i i i i i , i i 2 � 9 0 E/ 2,�0 a20 2 � 9 � , , i i _ I _ I � i I i -- I __ i _ _ i _ - i _ __ i I� - !I -I ii __ �� � _ I I I --- _ _- I� � i _ � � � � � � � � � 2 O8O � �� � '� !' SEE SHEET NO. 8, 12 FOR -RPD- ALIGNMENT Z OHO � � 10 11 12 13 14 15 16 17 18 19 20 21 22 _� � � � � ' j �I �, ', ; I �, � I+ �_i �_ . � � � H-I ' 2,230 2,230 — — I I —� i —�- � --�- i � ' , ; � , ' � � � �— � �_ �� � � �j- .� —� � 2,220 2,220 _ _; _ - END GRADE RPD- --- _ --� _:-_ --- ---- � _ � � � � I �I _ � - � _,_ -� ° i � i � ! � � --- _-- � i I,---; !-- EL - 2,195e3/' � � �,-- STA. 28 + 66.57 � � � i_- � --- �--� , � , � , � , : � � , � � � , ' V = / ' ' ' ELEV = 2,199.97 ' 2,210 K= 6/ I I 2,210 _� � - DS = 45 MPH . . � � � -��+ + � ' � ` � — � � � ._ — _ , I i � _ � II � - � '� � � � 'I �: � � 2,200 �-. �_ ��� . EX/STING GRO ND -- � � _ 2,200 � J - - � / � +) d395 `� � � � /�� I �:+)5O� �p0° i_�I � �, j�_ 'I _�_ � �_�_ �_ � � � � � � � � :� �_ � � i ' I I 2,190 � PRO OSED GR DE � �� !� 2,190 _ � �— �� � � �- � I I� i I I I I I I�-I I � �.. � i i � $ I� I I � I� ��� -T - _ _ -I Tr - - 2��V� 2�1V� , � N__ ___-_ _ __ _: _ __ _ _ __�_ - -�- __ _ _ _ � _ - _ __ _ -_ I - - i =i -I---- - i I . -- _ --- ---- __ _� __ --�i- -_ --- i I _- N__ _ -_-_ _ _ __� �� �� � i i i � �_ � _ �i � i � i � _t__ � i _i -- - - � ��� � I - - _I - � T � �� � 5 �� __ � — -- -- _ __ __ —�--- 2,170 �+� -- — _�-�-- �- -- __— �-- -, -�-- _- - -� _-- 2,170 __ __ � � _� - ---- __ - ---_ _ --- __ 'I 'I_ _III _ i III - . 'II II _III i III JI II . - _ I_ _ _ _ _- I - _ _ __. I _ _ �_ . _-_ -_ ---. . . ---- -� _. - - -_ _ I l_ _I _ I I_ I _ _ I -_ _I II _I . .. __ _ _. .. ___. _ _ �_ _-. _ __ -- --- 2,160 ' 2,160 � __�- � _ --- __ _ _ __ _ _ ---- _ __ _ _--_ __. __ _ _. _ _ _ __ _ _ __ _ _ _: __ i i � � � � �_ �_ � i I i i i I i i � i I i i i � i i - - i � _ . _ . - . _ _ --- - -� -� _- ; _ � --� _ _� __� _ __� , -� __ _ _, --_ _ _- __ - __ _' - --- - _ _ �� 2,150 : : 2,150 �� ,� _ �_ _ � _� �� _-- --- _ _ --- _ _. _ ____ _ __ __ �� � � _' _ � i I_ � I_ I i -1 i I _ _' i -' _ i � QQ . . � � � - - I - I -- I I I - �I I - - ! - - - - � -- � -- -- � -- I � �_ � - � _ I L li _ I II I I I I li I � I I I I - �� Z � 4O __ _- _ - _' � _-_ _. - SEE SHEET NO. 8, 12 FOR -RPD- ALIGNMENT Z � 4O I / / � � �� 22 23 24 25 26 27 28 29 30 �� L N( =� � 0 N i( C� �` Q'l i� �i N> R�GHT D�T CH PROJECT REFERENCE NO. SHEET NO. _ ___ _ I-5504 25 i-- _ � � i __ � i_ � _ _ i___ � _ i _� � -- - ! -- I II --- I- - II _: _ , _I- I � � _� ROADWAY DESIGN HYDRAULICS Z�210 BEGIN GRADE -LPD- � � LEFT D�TCH ---------------- ENGINEER ENGINEER STA. 10 + 00.00 j j — — j ELEV = 2,187.83' � _� �— �- — � I i - �-. � �- �— �_ � �� 2 2 �� Pl = 11+00.00 ' EL = 29/84e38' _ VC = 200, _ . __ _ __ __ � _ -- -- _� K = _l33 � � �- _ I� � I�� �, _ I� �,_ _ ��! I� _ -- _' � _ . � ;� � � . ' : � 2 19 0 DS — 58 MPH �� i �� DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED (—� 045�0/ : - - ---- --- -- __ --- -- _ - -- --- �' _ _ �� i i � � � � r- - - _ L _ _ _ � _ . _` _ I i � _ . i . — - � �495 ,j° � � _ � '� I _ i I , —', , I-; _� I , ' � � � � ' � � � � _ � ' � 2184 ' - . -. - � � � 2180 , - + , Pi i 6 90a00 � EL = 2,155e/2' � � J � � VC = 8OO' � `� �--�— � ; ; _� �—_ _�- �_ �- � _� '---- ' --' �-- - : _'. —� K = 8/ � �- �- �- � _�: �_ __ _ __ __ _ __ 2,170 � DS = 46 MPH �� --� PR POSED G ADE � +� g578� 2,170 � � �- _ _ _ — : : _� \ _ - i i / _ _. - ;— — --- �- -�- � -� .� � � _ ��� , _ _ � , „ �- � � : -�- , � 2,160 � � '� r, 2,160 � i � i _ i _ _ � i � i I i i i �4, 93 j o +�� 9578 ° � � i_ i . I_ i � � � � � � � i EX/ T/N � GR UND; — ; - _ � f o ( ; � � � � � � -- _-- _ —,-- � �--- --- ' 2,150 �� _. � 2,150 I � � �` , � + � � � �, � �_ _- �. � � �-�-- � �--� ++� � I - I—I— I i I-- I—_I � , 2,140 � � 2,140 ii _ � �_ I !I II _ ! � / i _' -- !I II il il -I . i - _ - �' . '�� . � I I I I I . i _ I I .. � _ _ � II� �� i i i i i / i_ _, i i __ 2,130 � �� 2,130 � /� SEE SHEET NO. 7, 12 FOR —LPD— ALIGNMENT I i - ` i ,i __ � __ i _. I I _ _ i i _ / I� _ i_II I� --- i i I . _ I `� ��- I . i I I I �� i I I �.. � � � � �- 2,12 0 ,, 11 \ _ �� ! � �!� � 2,12 0 10 11 12 13 14 15 16 17 18 19 20 21 _� � � � � � � . �_ ; ' �, �I �, ', , I ', � I+ �_i �_ . � � � 1 H-I 2,230 2,230 , —� i —�- � --�- i — — ---_ � � � ; � � �— � �_ �� � � �j- .� —� i 2,220 2,220 Pl = 25 +20°00 I _ , _ — --- -- -- ' �_,_ __� � � � � � �_ — � � , _ VC — l/0 ' I . --� _ _ _ _ _ --- --- —,— _' I _' _ ___ � � I � — � � � EL — 2,196a27' _ , __ _, : STA. 26 + 65.19 : K = 37 2,21 � ELEV = 2,199.17 2 210 , , — DS = 38 MPH ' . � � � -�-�- � � +�+ ��-- J ---� `'_-- � __ +� ', � i � II �— � '� � � � 'I �: � � , — , 2,200 �_- � EXIS /NG GRO D - 2,200 l+� �997 �° — � � � �'' � � _ � � � � � , 'I � +�q. �g5? 8� ° i i _�I � �, j�_ 'I _�_ i � _�_ �_ � � � � � � � � :� �_ � � 2,190 � � � � � 2,190 P OPOSED RADE � _ i i i i � I I I I I i I _ -II -� I II � �.. � i i � $ I� I I_ _� I� ��� � +Ir 2�� VO �° �� 1 VO � a _: N ° __ ___-_ _ __ _: ___ _ __�_ _- -�- _ ---- ____ __ _- - ____ __ _ _ _ _ __ - - - __ __ �--- i _ i - i- -_ __ _ __ -I---- . -i ___. J �, � _ � __�_ _ �_� �_ I � � � I-- t-- I � � 1__ , __� i- _ � 95 ° �- � ', , _ I, � � _�� - __ _ , , li _ ��i _li � T � �� _ _� __ - -- __ __ __ __ __ __ _�-- I _ I�-�-�-_I �- -�-I - -�-- �_ __ _ __ _ __ _ ___ _____ ____ __ __�__ --�-- - -, ---- ___ _-__ _ _ 2,170 : : : : : : : : 2,170 __ __ � � _� - ---- __ - ---_ _ --- __ 'I 'I_ _III _ i III - . 'II II _III i III JI II . - _ I_ _ _ _ _- I - _ _ __. I _ _ �_ . _-_ -_ ---. . . ---- -� _. - - -_ _ I l_ _I _ I I_ I _ _ I -_ _I II _I . .. __ _ _. .. ___. _ _ �_ _-. _ __ -- --- 2,160 ' 2,160 � __�- � _ --- __ _ _ __ _ _ ---- _ __ _ _--_ __. __ _ _. _ _ _ __ _ _ __ _ _ _: __ i i � � � � �_ �_ � i I i i i I i i � i I i i i � i i - - i � _ . _ . - . _ _ --- - -� -� _- ; _ � --� _ _� __� _ __� , -� __ _ _, --_ _ _- __ - __ _' _ -- - _ _ �� 2,150 : : : : : : 2,150 �i � _ SEE SHEET NO. 7, 12 FOR —LPD— ALIGNMENT _ �_ _ � � _ _— ._ _ _ __ — -- � _ _ _ _ _ --- _ _ _ _ _ _ �� i i - � i �_ � I_ i i -i i I _ i _ i � �Q __ � � � — — � — � -- � � _i I i — — ! — — — — -- — � —_ � -- __ � � , —� - � _ __ _ � � �, � � � � � � I __ � _ _ _ _ I __- L I� I ___II I __ I I___ _' : ___ __ _ _ �W 2,140 2,140 � � �� 21 22 23 24 25 26 27 28 29 � �� R�GHT D�TCH PROJECT REFERENCE NO. SHEET NO. __�_ ___ __ _ _ _ ___ i �_ _ i _ � i __ , i _ , i � _.__ ,_ __ I-5504 26 � _� � i I - � � � I _ I -- - - II - II - - � -- � I --- I- - I II-- _ � � _� � ROADWAY DESIGN HYDRAULICS 2�2 6O ' 2�2 6O LEFT D�TCH ---------------- ENGINEER ENGINEER _-�- � -�-_ rt- � -�-- -�- � � i i - _ , - - -- - - ---- - -- - - _ --- ,_ _� _ _ _ _ , _ , _ __: _ , ,- rt- � � � -� 2,250 2,250 _ __ --, - - --, - - - - . _ _ _ i - 'li - _ _ __ _ _ . _. - Pl = l6 f24°00 � - - _ � � �i �i _ I, _ I� 2�24� � I �� EL = 2,230<.3.3� i� I 2�240 DOCUMENT NOT CONSIDERED FINAL VC = l9O UNLESS ALL SIGNATURES COMPLETED BEGIN GRADE -YIA- K 55 __�_ , _ __ -- _ _ DS 43 MPH � i_ .�__ - -- - - _ _ --- - - - ___ -__ �I . .- ,I � � i � , . � � : � -� � _� �� STA. 10 + 41.90 � I, _ , � o , ELEV = 2 2 0.42 � (+ Oo52 8/ 2 230 9 _ _ 2 230 2 250 2 250 � � - / - , , , + P/ / 7 2 3 °00 EL = 2,2/4d85' � ° - - VC = l50' XlS /NG �ROU D - � __� �- - -- - � -, � � -�- -j- Pl = l0 +60a00 Pl = ll �60e00 _-�- �_ �- _�-_ Pl -_ ll +02e00 �-- ` \_ I _� �- - -- _ _ -- -�� - -- EL 2,2/1e82 ps -847 MPH � I -- -_ EL = 2,225e80' EL = 2,23/a62' -� _ -� � PR OS D G ADE _ , _ , � 2,220 VC - l20' END GRADE -YIA- 2,220 2,240 VC 90 VC /00 � 2,240 K= 69 i __ STA. 17 + 20.00 K= 50 K= 30 j - DS = 47 MPH ' � +) e3 20 ' � � ) 2°3 _ � _ ° _ _ _ DS = 35 MPH DS = 35 MPH _- - _ _ _ ELEV = 2,230.83 ; , , -� _ _.__--- . � � ° +)2e24 4% +�4a000 � � +) 2 3400 � + 3 9g33 l �4°a_ _ �( I � � I ! - ' ; . _ EX/STl G GROUN �+)2.5075� _ : , 2, 21 O (� _ --- --� / BE lN S ECl L CU, E D S ECIA CUT 2, 21 O 2, 2 3 O __ -�- - - 2, 2 3 O ,_�� ��.)5. _--, �� BA E D�T CH RT o i Pl =l# +50. 0 �- 2/7e 9 Pl = l5 50°0 _ ; Pl _ l4 f�De00 E/ = 292/ .90 ' i _ , __ E� - 2 2/802 I � � EL 2,�/4074 I __ i � _�- 0� � � ` ROPOSED �RADE . � � � i : - � � � +)4� _-,-. r : � � � I, 2,200 2,200 2,220 � I, � 2,220 _�-�- � �-�- �--� + � �--� � _�, i_j__j � �, , �_ �, I _ I_I__; j i I � + BEGIN GRADE -Y2- � � _ __ � : : T . 1 +1 . � 2,190 2,190 2,210 ELEV = 2,223.88 2,210 � : � _ ; -- _ � _ ; - -' � --- � � -- - -- � -- ; ; E N D G RAD E -Y2- - ; - i � � � �ii ii � � ii �i _ _ ii ii - - ii - - ii ii - - !i ii � � STA. 12 + 2 7.00 i - - �� 2,180 2,180 2,200 ELEV = 2,233.30 ' 2,200 SEE SHEET NO. 10 FOR -YIA- ALIGNMENT I : �' i �i � I �' � I �� I � ' SEE SHEET NO. 10 FOR -Y2- ALIGNMENT � i j III. I i -- i � I � j i I� i I I i I I 2170 2170 2190 2190 , , , � , 10 11 12 13 14 15 16 17 18 10 11 12 13 � � � .� � � � -', �, -�, �, _ ' j �I �, ', ; � � - � � � � � , 2,230 2,230 � � �- i � ; � � - _ ' , i i � � �- ; �_ �_ � � �_ �_ � ;,� 2, 2 2 0 Pl = l8 +05000 2�22� EL = 2,207070' _;- _ _ _, I�_�i 1_ _; -� i VC = 8�� --- �_:-_� :_ __i �. --I �--:_ Pl - l3 +20e00 Pl - l4 +50e00 Pl - l6 +60e00 - ;� - _ - _ i K = 26 � � , � , ___ I - � _ _-, _ _ EL = 2,20/.82' EL = 2,203.37, � , EL = 29200e25' � , DS = 34 MPH ____ _,__i _ ---� �--- _�_ � _-,_� _ 2 210 2,210 Pl = 11+35a00 VC = l00' VC - l50 VC = l90' a � EL = 2,197°08' K= 73 K= 56 K= 29 0 �___ V C- 80 DS - 48 MPH DS = 44 MPH DS = 26 MPH �+) 5 el 3 g� a . - , _ � � � � K - 27 � o � � � � � ° � o i ' I �- ( +) 0/92 / l +) e192 / � -l1e48 7% , PR POS D � AD � ;� � � 2,2 �0 DS = 35 MPH � +� a5622 � - - _ � - L _ +� � 37 / � 2,200 - -- -�_ -- � - +)2e �° • � 0% -- �� / �� I i �. �'�' � 5' O �� . i I I_ i I�-_II -�-i I_ i � !�-- I / �L �. I I i. �_ �. i I i i i � i I i � � � � X l S l N � i R O U D � � i E N D G R A D E- Y 3- � 2, 1 9 0 ,� �� 1 � S T A. 1 8 + 4 9. 8 9 2,190 I ELEV = 2,208.60 BEGIN GRADE -Y3- 1 �� T STA. 10 + 93.00 _ - ', � �� � �i � :$ _� � t � � � � � � , � �- fi - i ELEV = 2 194.77 -�- I_i _, i � , i � �_, � _ _ 2,180 2,180 , , --_ �__ --- --- --_-_ __ _ __ _ _ _ __- - -- -- _ ._ ___ _-- - ----- _ --_ __ _- -_ ---- _ __ _ _ __ -- ---__ __ _ _ I , _ _ - -- _J- _- --- - � I_ I- _ _ I __ _ -'� � _.� -�- _ �_ i - - �_ �� !i II 'il il I I II --i � '�� _�i �_ � � T � _ � i � -__ -- ---_ _____ _- ---- ___ _�� --�-- _� -�-_ __ __ __ _�--- - -�-�-- _ -�- ____ __ ____ _ __ __ _�__ _,___ _- ---- - -- _ __ _ 2,170 : : : : : 2 �� %� ,, � , � i i i _ _ . _- -_ _ --- � . --- - _ - II I - i - - I II_ J _ i I_ II II _II , II _ _ I _ - I . - _ --- -- I i I I I I I I I I I I i I I - -- I I - � ---_ � ___-_ __ -_ ; _ � ' '_ � ' ___ . - �- _ __� . __ _- �. _ - __. 2,160 --- 2,160 __ _ __ --- _ __ _ _ ---� � __ __ � _ --- ---- _� __ __�- _ _ _ _ _ __ _ _.�_ __� � � � � � � � � � � � � � � � � -- -- - � C - . _ _- - _ � --I i -, __ -� -� ' -- ; _ � _ i -' . _� . _ _ _ _ -_ . _ _ _ 2,150 9� 2,150 �, � __ _ _ _ ---_ __ _ _ _ - __ _- _ _- _. _ _ _ _. � � -� _ � ��_ � _� _� SEE SHEET NO. 12 FOR -Y3- ALIGNMENT -��� _-_ _ �� � � � � _ � _ � � � � �� _ - � � i ' �� -� _ i i �_ i - - : i - � _ _ - - _ � - � � � - - - � - i -- i � _� � - � - � - - i -- - - ,_� _ � �_ � �_ � -. 2,140 � __ : - __ __ _�_ ___ __ _ _- ___ ___ __ -___ �W 2 14 � �� i O �� 10 11 12 13 14 15 16 17 18 � £�?