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HomeMy WebLinkAboutAgenda 07_SP-19-39_793 907 Shelburne Rd_R L ValleeCITY OF SOUTH BURLINGTON  DEVELOPMENT REVIEW BOARD  SP‐19‐39_793 907 Shelburne Rd_R L Vallee_2019‐03‐ 04.docx  DEPARTMENT OF PLANNING & ZONING   Report preparation date: February 26, 2019  Plans received: February 19, 2019  793 & 907 Shelburne Road  Site Plan Application #SP‐19‐39  Meeting date: March 4, 2019  Owner  793 Shelburne Road:    Phoenix 2, LLC, c/o Ernest  Hoechner  79 Commerce St  Hinesburg, VT 05461    907 Shelburne Road:  Skipco Inc.  793 Shelburne Road  South Burlington, VT 05403  Applicant  R. L. Vallee, Inc.  c/o Skip Vallee  P.O. Box 192  St. Albans, VT 05478  Property Information  793 Shelburne Rd: Tax Parcel 1540‐00793  907 Shelburne Rd: Tax Parcel 1540‐00907  Commercial 1 Residential 15 District  0.36 ac, 0.59 ac  Engineer  Civil Engineering Associates, Inc.  c/o Christopher Galipeau  10 Mansfield View Ln  South Burlington, VT 05403  Location Map        #SP‐19‐39  2    PROJECT DESCRPTION  Site plan application #SP‐19‐39 of R. L. Vallee, Inc. to demolish the existing structures at 907 Shelburne  Road and a portion of an existing service station at 793 Shelburne Road and construct an expanded service  station with two additional fueling positions for a total of ten and an associated 4,265 square foot retail  sales and restaurant building, 793 and 907 Shelburne Road.    CONTEXT  The Board held an initial site plan hearing on February 4, 2020.  At the February 4 hearing, the Board  noted they would consider the applicant’s testimony and provide additional feedback.  These staff  comments consist of an update on the previous staff comments based on the materials submitted at  that hearing and additional supplemental materials submitted on February 19, 2020.  The applicant has  concurrently applied for sketch and final plat approval for a subdivision to create the lot on which this  building is proposed.    The proposed project is within the Commercial 1 Residential 15 (C1‐R15) district, urban design overlay  district, and the traffic overlay district.  The parcel at 793 Shelburne Road is a non‐conforming lot (the  parcel being below minimum lot size) containing an existing non‐conforming structure (the canopy  having zero front yard setback, and in fact overhanging the property line) and two existing non‐ conforming uses:  1) an eight fueling position service station and 2) auto & motorcycle service & repair.   The existing use also does not conform to the traffic overlay district, which is discussed in detail below.  The parcel at 907 Shelburne Road contains a building approved as an existing extended stay hotel which  Staff understands operates as multi‐family housing.  This property also contains nonconformities, as the  lot itself is non‐conforming due to being under the minimum lot size, and the property contains an  existing non‐conforming structure (the building being located within the front yard setback).    PERMIT HISTORY  A sketch plan for this project was reviewed by the DRB on March 5, 2019 (#SD‐19‐06).  A previous sketch  plan for a substantially similar project was reviewed by the DRB in 2018 (#SD‐18‐16).    This complete application was submitted on October 25, 2019 and is therefore subject to the Land  Development Regulations effective October 7, 2019. In addition, on August 29, 2019, notice of a City  Council public hearing on five (5) proposed amendments to the Land Development Regulations was  published in the Other Paper. Four of the amendments were adopted on September 16th and became  effective October 7th. A fifth amendment, #LDR‐19‐01, was adopted and took full effect on October 28th.  Determination of the Regulations to which this application is subject is therefore established by the  provisions of 24 VSA 4449(d).     COMMENTS  Planning Director Paul Conner and Development Review Planner Marla Keene (“Staff”) have reviewed  the plans submitted on 10/25/2019 and offer the following comments.  Comments for the Board’s  attention are indicated in red.      #SP‐19‐39  3  ZONING DISTRICT & DIMENSIONAL REQUIREMENTS  C1‐R15 Zoning District Required Proposed Consolidated Lot  Min. Lot Size 40,000 sq. ft.  0.95 ac 1  Max. Building Coverage 40%  10% 4  Max. Overall Coverage 70%  70%  Min. Front Setback 20 ft.  Overhanging 5  X Max Front Setback  Coverage  30%  65% 2  Min. Side Setback 10 ft.  >10 ft.  Min. Rear Setback 30 ft.  >30 ft.  @Building Height 5 stories  1 plus mezzanine 3    1. The sketch plan application to consolidate the two lots will be heard on March 4, 2019, and the  related final plat application will be heard on March 17, 2020.  As noted previously, Staff  continues to recommend the Board review this application but not close the hearing until the  final plat hearing on the proposed subdivision is closed.  The decision on that subdivision will  inform whether this project meets certain standards, including dimensional standards.  2. Taken together, the existing front setback coverage of the two existing lots is approximately 80%.   Discussion of this is included under Commercial District standards below.     3. The applicant has indicated the proposed finished floor elevation (FFE) of the building is 207.75, or  roughly level with the existing grades along Shelburne Road.  Staff estimates based on the provided  plan that the average preconstruction grade, from which height is measured, is approximately  elevation 200. The peak of the roof is proposed to be 25 feet high from FFE, or 33 feet from average  preconstruction grade.  4. The applicant updated their documents to exclude the fuel canopy from the calculation of  building coverage.  The definition of building coverage includes measurement from the exterior  surface of exterior walls, and the canopy does not have exterior walls.  Staff considers this  comment to have been addressed.  5. The front setback is governed by the Urban Design Overlay District.  The existing gas canopy  overhangs the front property line.  The proposed new building will be greater than 20 feet from the  front property line.    Commercial 1 Zoning District  The purpose of the C1 District is as follows.  A Commercial 1 District is hereby formed in order to encourage the location of general retail  and office uses in a manner that serves as or enhances a compact central business area. Other  uses that would benefit from nearby access to a central business area, including clustered  residential development and small industrial employers, may be permitted if they do not  interfere with accessibility and continuity of the commercial district. Large‐lot retail uses,  warehouses, major industrial employers, and incompatible industrial uses shall not be  permitted. Planned Unit Developments are encouraged in order to coordinate traffic  movements, promote mixed‐use developments, provide shared parking opportunities, and to  provide a potential location for high ‐ traffic generating commercial uses. Any uses not  expressly permitted are prohibited, except those that are allowed as conditional uses.   #SP‐19‐39  4  At Sketch, the Board discussed that the existing service station and auto & motorcycle services & repair  businesses located at 793 Shelburne Road are existing non‐conforming uses (they are not allowed within  the C1‐R15 zoning district).  The proposed retail and restaurant uses are allowed.    Section 3.11 addresses nonconformities as follows.  3.11B.   Continuance and Restrictions.  (1)  Any lawful structure or any lawful use of any structure or land existing at the time of the  enactment of these regulations may be continued, although such structure or use does not  conform with the provisions of these regulations, provided the conditions in this Section 3.11  are met.  (2)  A nonconforming use may be continued provided that such structure shall not be enlarged  or extended unless the use therein is changed to a conforming use.  (3)  A nonconforming structure that is devoted to a conforming use may be reconstructed,  structurally altered, restored or repaired, in whole or in part, with the provision that the  degree of nonconformance shall not be increased.  (4)  A nonconforming structure, or part thereof, shall be maintained, repaired, or restored to a  safe condition as required by the Administrative Officer.  (5)  A nonconforming structure shall not have its degree of nonconformance increased.  (6)  A nonconforming use shall not be extended or enlarged, nor shall it be extended to displace  a conforming use, nor shall it be changed to another nonconforming use, nor shall it, if  changed to a conforming use, thereafter be changed back to a nonconforming use.  (7)  Nothing in these Regulations shall be construed to prevent the owner of a multi‐tenant  building containing one or more nonconforming uses from utilizing a portion of the building  for a conforming use, provided there is no expansion or extension of a nonconforming use  or uses as part of such a change in use.  3.11C.  Alterations to Conforming Structures with Nonconforming Use. A conforming structure  used by a nonconforming use shall not be reconstructed, structurally altered, restored or repaired  to an extent exceeding one hundred percent (100%) of the gross floor area of such structure unless  the use of such structure is changed to a conforming use.  The applicant is proposing to expand the existing service station use by adding two fueling positions. At  sketch, the Board provided direction that when taken together, 3.11B and 3.11C defines this as an  expansion of an existing nonconformity and is therefore not allowed.  Some of those reasons are listed  here.   LDR 3.11B(6) prohibits a nonconforming use (service station in this instance) from being  expanded.     3.11B(2) also prohibits expansion of the structure containing a nonconforming use.     3.11B(3) does allow reconstruction of a structure containing a nonconforming use provided that  the degree of nonconformity is not increased.  By adding fueling positions and expanding the  canopy, the applicant is increasing the degree of nonconformity.   The applicant has submitted a February 19, 2020 memorandum summarizing why they believe a fifth  fuel pump (representing two additional fueling positions) should be allowed.  Staff considers that,  should the Board wish to revisit the subject from prior testimony and discussion held on March 5, 2019  and at previous sketch plan meetings of whether a fifth fuel pump represents expansion of a  #SP‐19‐39  5  nonconformity, the Board continue the meeting to hold a deliberative session whose purpose will be to  review all the evidence provided to date on the matter prior to re‐entering this discussion.  Staff does  not recommend the Board revisit this discussion at this time without such a review.  2. The Board has clearly stated, most recently on February 4, they consider the addition of a fuel pump  to be an expansion of a nonconformity.  The applicant has requested that the Board review the  application as though there was not an additional pump proposed, to limit appellate review to the  legality of the pump expansion.  Staff has reviewed the applicant’s request.  Staff considers there is a  material difference between four and five pumps and that the decision cannot be conditioned on  removal of a pump.  Material differences include but are not limited to those related to traffic,  lighting, screening and circulation.  In order for the Board to review four pumps, the pump removal  must be immaterial to all other aspects of the project.  Staff therefore recommends the Board make  its finding on five pumps.  Criteria not related to expansion of a non‐conformity may address the  proposed configuration as though expansion of a non‐conformity were not an issue.  3. If the applicant wishes to seek review without additional fueling positions, Staff considers the  applicant must be clear in all project documentation that they are applying for no more than the  existing number of pumps.  Additional standards related to nonconformities are included in LDR Section 3.11.    SUPPLEMENTAL STANDARDS FOR COMMERCIAL DISTRICTS  A. Site plan or PUD review required.  The applicant has requested site plan review.  B. Multiple structures, multiple uses within structures, and multiple uses on a subject site may  be allowed if the Development Review Board determines that the subject has sufficient  frontage, lot size, and lot depth.    Staff considers the lot size supports the proposed multiple uses based on the lot coverage  being no greater than the maximum allowed, but the lot frontage may not support the  proposed multiple uses based on the front setback coverage far exceeding the allowable  maximum of 30% (65% proposed, see dimensional standards above).  It was discussed at the February 4 hearing that Staff’s recommendation is the Board not  consider the existing condition to have any bearing on the degree to which the applicant must  conform.  Staff considers front setback coverage does not need further discussion as it is it’s  own topic and that it should be considered by the Board as a by‐product of compliance with  other criteria.    C. Parking, Access and Internal Circulation  (1) Parking requirements may be modified, depending in the extent of shared parking, the  presence of sidewalks or recreation paths, and residences lying within walking distance  (defined as no further than one‐quarter (¼) mile for purposes of commercial zoning  districts).  Any  requirements  for  shared  access  and/or  parking  must  be  secured  by  permanent legal agreements acceptable to the City Attorney.   As discussed in the February 4 staff comments, the applicant’s position that they are not  subject to minimum parking requirements because their proposed use is not listed in  Table 13‐1 is incorrect.  The Board is specifically directed to use the most nearly matching  use, which in this case is a combination of restaurant and retail uses.  As discussed  #SP‐19‐39  6  previously, the applicant has at least three options available to meet  this standard:   provide a breakdown of restaurant vs. retail use and provide the required number of  spaces, provide the required number of spaces calculated based on worst case scenario,  or withdraw and resubmit their application to be considered under the current LDR which  does not contain parking minimums for commercial uses.  The applicant has stated that  they believe a fourth solution is available to them:  they believe 24 VS 4449(d) allows their  application to be considered under the revised standard once the City Council considers  the revision.  Staff recommends the Board discuss whether to request legal counsel  review of this matter.  4. The applicant has declined to do any of these options therefore Staff recommends the  Board consider this criterion to be not met.  (2) Parking areas shall be designed for efficient internal circulation and the minimum  number of curb cuts onto the public roadway.  The applicant has demonstrated minimum parking space dimensions.  Staff considers the  drive aisle width is measured incorrectly for the parking spaces north of the proposed  building.  The measurement should be taken based on a 9‐foot width for the vehicle  fueling position, equivalent to the width of a standard parking space.  However, the  applicant has provided greater than the required minimum drive aisle width therefore if  the calculation were done correctly, Staff considers this criterion would still be met.    5. Staff recommends the Board require the applicant to update their plan to reflect this  corrected dimension.  (3) Access improvements and curb cut consolidation may be required.  The applicant is proposing to modify the three (3) existing site driveways so that there is  one two‐way curb cut to the north and one two‐way curb cut to the south.  They are also  proposing  a  connection  to  the  shopping  center  to  the  west,  and a stub for future  connection to the south.  The applicant testified at different times during the February 4  hearing both that they have made the curb cuts as large as possible and as small as  possible.    The director of public works reviewed the plans on November 22, 2019, and offers the  following comments.  In reviewing the traffic memo prepared by RSG I could not find any information  (other than a brief mention on the bottom of page 5) on the project’s overall  impact on safety to the public relative to Route 7 and turning movements in and  out of the proposed site. The proposed plan appears to allow for full movements  at each driveway. It’s worth noting that by the north driveway Route 7 has a  cross‐hatched median which would not allow left turns into or out of the  proposed site. This section of Route 7 is generally at or above it’s vehicle to  capacity ratio, meaning there is no room or safe manner for cars to leave the  proposed site and head north; given that those movements should not be  allowed.  Similar properties along Route 7 (and over on Route 2 west of the Exit 14  interchange) have successfully implemented proper access management by  having right only ins and outs. The traffic memo should be updated with a full  safety review of the proposed movements in relation to the adjacent roadway’s  #SP‐19‐39  7  volumes and capacity and provide an opinion on what turns should be allowed  from a safety standpoint.  Thank you,  Justin  The applicant has provided a memorandum dated February 18, 2020 prepared by Corey  Mack of RSG attempting to address these comments.  Staff has included this memo in the  packet for the Board.  Staff draws the Board’s attention to the applicant’s statement that  the provided VTrans Letter of Intent (LOI) constitutes approval of the project.  Staff  received the following statement from James Clancy of VTrans on 2/18/2020 regarding  the LOI:  Only a Letter of Intent was issued, and we are waiting on local approval.  I don’t  believe ACT250 is required with this.  Plus, I am waiting on a Traffic Control Plan,  Landscaping Plan, and importantly, and Inspection Agreement.  They are not  ready to proceed yet without a permit.    6. The  applicant’s  statement  that  VTrans  has  approved  the  project is incorrect.  Staff  recommends the Board not allow their evaluation of the proposed driveway configuration  to be influenced by the issuance of a LOI.    7. Staff  recommends  the  Board  require  the  applicant  to  address  the  comments  of  the  Director of Public Works by either restricting left turn movements out of the site or  updating the traffic memo to provide a full safety review of the proposed movements in  relation to the adjacent roadway’s volumes.  The memo provided by the applicant only  provides a qualitative evaluation of why they believe the safety will be improved.  No  evaluation of roadway capacity or capacity for left turn lanes is provided.  8. The applicant has stated they do not wish to authorize payment for technical review of  the traffic memo.  Staff recommends technical review of the traffic memo because the  traffic memo has been significantly updated since the last technical review.  The previous  technical review explicitly recommended modifications to the mitigation calculations, and  these have not been reviewed.  If the applicant declines to authorize payment for the  review, Staff recommends the Board conclude the applicant has not demonstrated this  criterion is met.  D. N/A    10.02 TRAFFIC OVERLAY DISTRICT  The project is located in the traffic overlay district.  At sketch, the Board reviewed a traffic memo which  concluded the proposed project without additional pumps would result in at least 200 additional vehicle  trips beyond the traffic generation budget of 15.56 trips.  The current traffic memo appears to use a  different trip estimation methodology than was previously reviewed by the independent technical review  and the Board and estimates 242 total vehicle trips  For the Project to go above the allowable traffic budget, the applicant must make physical improvements to  offset the trips beyond the budget.  The applicant is proposing to use a combination of trip credits, which  are quantified in the LDR, and a mitigation project to increase their traffic budget to meet the projected  project generation.  #SP‐19‐39  8  The applicant is proposing trip credits for a number of measures, as follows.   Connection to the parcel to the west – credit separately for rerouted trips and internal capture.  Staff  notes feedback provided by the independent third party reviewer to the applicant at sketch was that  these credits should be calculated together and not separately.   Eliminating one existing curb cut   Reducing the width of the gas station curb cut and moving it south.  Staff notes feedback provided to  the applicant at sketch was that moving the curb cut to the south was the same credit as closing one  curb cut and could not be considered separately.   Connect to the parcel to the south.  Staff notes the LDRs are clear that credit cannot be given for  connections  unless  the  connection  is  functional,  which  is  not  proposed  at  this  time.    (“These  connections must be practicable all year long.”)  9. Staff recommends the Board require the applicant to demonstrate how the connection to the south  will work both in terms of topography and in terms of impacts to functionality of the adjoining site.   Staff notes that any such connection will require a site plan amendment for the adjoining site.  As the trip credits do not sufficiently offset the applicant’s estimated traffic generation, the applicant is  proposing to construct a bicycle and pedestrian project previously scoped by the City as mitigation for the  remaining  trips.    Section  10.2H  allows  the  DRB  to  allow  adjustments  other  than  those  specified  in  Appendix B.  10. Because  of  the  inconsistencies  discussed  above  between  the  recommendations  of  the  earlier  traffic  technical review and the proposed mitigation strategy, Staff continues to recommend the Board invoke  technical review pertaining to trip generation and the trip credits requested using the methodology in  Appendix B.  If the applicant does not wish to pay for technical review, Staff recommend the Board find  the applicant has submitted insufficient evidence that the requirements of the Traffic Overlay District are  met.  (1) The Development Review Board or, within the Form Based Code District the Administrative Officer,  may allow adjustments to the project’s traffic generation or may approve peak hour traffic volumes  above the standards set forth in Section 10.02(F) above for a lot in a traffic overlay zone if the  Development Review Board, or within the Form Based Code District the Administrative Officer,  determines that other site improvements with respect to improved access management, internal  circulation,  connections  between adjacent  properties,  and  improved  pedestrian  and/or  transit  access, will produce a net benefit for traffic flow in the immediate vicinity of the project. See  Appendix B for guidance on adjustments.  Staff notes the applicant has identified five reasons they believe the proposed bicycle and pedestrian  project will result in net improvements to the intersection.  They have not attempted to quantify the  credits for each of the elements.  Staff supports this approach and recommends the Board consider the  mitigation project as a whole rather than as individual elements.   Staff continues to recommend the Board take into consideration the number of trips credits for each other  type of improvement provided when evaluating the bicycle and pedestrian project, to provide a sense of  scale based on guidance provided in the LDR.    11. On February 4, the Board indicated they generally felt that the proposed off‐site mitigation could provide  credit for the trips not otherwise credited by on‐site improvements.   As noted prior to February 4, Staff  recommends the Board revisit the number of trips requested after the independent technical review is  complete.    #SP‐19‐39  9  12. The Board asked the Bicycle and Pedestrian Committee to take a look at the proposed off‐site mitigation  project.  This was done at their February 12, 2020 meeting.  As of this writing, Staff has not yet received  the committee’s comments but Staff understands based on the draft minutes that some suggestions were  made.  Staff recommends the Board consider the committee’s comments when available, which is likely to  be after their March 2020 meeting but before the Board hears the final subdivision plat.    Since this  application is recommended to remain open until final plat is heard, Staff recommends the comments of  the Bicycle and Pedestrian Committee be incorporated at a later hearing date.    10.06 URBAN DESIGN OVERLAY DISTRICT (UDO)  The project is located within the urban design overlay district.  Only new buildings are subject to compliance  with these standards.  Portions of an existing building not being modified may remain as is, provided  alterations do not increase the degree of nonconformity.  (1) Entries. Buildings on subject properties must have at least one entry facing the primary road  in the corridor. Any such entry shall:  (a) Be an operable entrance, as defined in these Regulations.   This criterion appears to be met.  (b) Serve, architecturally, as a principal entry. Front entries shall be a focal point of the front  façade and shall be an easily recognizable feature of the building. Possibilities include accenting  front  entries  with  features  such  as  awnings,  porticos,  overhangs,  recesses/projections,  decorative front doors and side lights, or emphasis through varied color or special materials.  This requirement does not preclude additional principal entry doors.   Based on the provided floor plans, the applicant is proposing one entrance facing Shelburne Road.   This entrance is on a portion of the building which is stepped back from the front of the building  by approximately 30 feet.  The applicant has provided an elevation of the building from Shelburne  Road.     13. On February 4, the Board directed the applicant to reconfigure their entry to make it more  prominent.  The applicant has added an entry along the façade nearest Shelburne Road.  Staff  recommends the Board review whether this modified entrance meets this criterion.    (c) Shall have a direct, separate walkway to the primary road. This walkway shall be at  least  eight  (8)  feet  in  width  and  may  meander  for  design  purposes,  but  must  serve  as  a  pedestrian‐oriented access.  14. The applicant has provided a walkway from Shelburne Road to the entrance nearest the fuel  canopy.  If the Board considers the new entry the principal entry compliant with (b) above, Staff  recommends the Board require the applicant to modify the walkway to be directed towards that  new entry.   (2) Glazing. Windows are key to the overall design of a building and the relationship between  its exterior and interior.   (a) For all properties in the Urban Overlay District, a minimum of 75% of glazing shall be  transparent.  The applicant has stated 100% of glazing is proposed to be transparent.  Staff considers this  criterion met.  (b) In non‐residential uses, first story glazing shall have a minimum height of 7 vertical feet.   #SP‐19‐39  10  The glazing facing Shelburne Road varies in height from 6.5 feet to 11 feet, with mezzanine‐level  glazing approximately 4.25 feet high.  However, Staff considers that the glazing less than 7 feet  high is beyond the required minimum glazing therefore considers this criterion met (See Urban  Design Overlay Standard 3 below).  (c) N//A  (3) Dimensional Standards    Height Minimum  (Maximums per  underlying zoning  district)  Glazing  Features  Setback  from  ROW  All other  properties  No height  minimums  First stories shall have a  minimum of 40% glazing across  the width of the building facade   Minimum  20 feet    Staff estimates the width of glazing meeting the minimum 7‐foot height requirement to be 32.25  feet.  The façade is 67 feet long, therefore glazing meeting the minimum height requirement  represents 48% of the façade.  Staff considers no modifications to the glazing that is less than 7  feet high are needed to meet this standard.  The building is set back approximately 38‐feet from the ROW.  Staff considers these criteria met.  (4) Building Stories, Heights, and Rooftop Apparatus. N/A  (5) Landscaping.  Projects  within  the  Urban  Design  Overlay  District shall  meet  minimum  landscaping requirements as per Section 13.06 of these Regulations. Projects are also subject to the  following supplemental standards:  (a) Landscaping which is required elsewhere in these Regulations to serve as a buffer  between properties shall not count towards the minimum landscaping budget.   No landscaping buffers are required.  The property abuts a multifamily residential use, but LDR  13.06C only requires buffering where a commercial use abuts residential districts, not residential  uses within a commercial district.  (b) For lots with buildings which are set back 50 or more feet from the front lot line, at  least 50% of the required landscaping shall be installed between the front building line  and the front lot line.  Not applicable.  The building is set back approximately 38‐feet from the ROW.  SITE PLAN REVIEW STANDARDS  14.06 General Review Standards  A.  Relationship of Proposed Development to the City of South Burlington Comprehensive Plan.  Due attention by the applicant should be given to the goals and objectives and the stated land use  policies for the City of South Burlington as set forth in the Comprehensive Plan.  The project is located within the Southwest Quadrant.  The Goals of the Comprehensive Plan are as  follows.    #SP‐19‐39  11   Affordable & Community Strong.  Creating a strong sense of place and opportunity for our  residents and visitors.  o Be affordable, with housing for people of all incomes, lifestyles, and stages of life;  o Keep unique features and maintain the quality of life of existing neighborhoods;  o Be a recognized leader in public education offerings and outcomes;    o Provide  quality  public  safety,  infrastructure,  health,  wellness,  and  recreation  services;  o Ensure transparent and accessible government.    Walkable.  Bicycle and pedestrian friendly with safe transportation infrastructure.  o Develop  a  safe  and  efficient  transportation  system  that  supports  pedestrian,  bicycle, and transit options while accommodating the automobile;   o Establish  a  city  center  with  pedestrian‐oriented design, mixed uses, and public  buildings and civic spaces that act as a focal point to the community.   Green & Clean.  Emphasizing sustainability for long‐term viability of a clean and green South  Burlington.   o Promote conservation of identified important natural areas, open spaces, aquatic  resources, air quality, arable land and other agricultural resources, historic sites and  structures, and recreational assets;   o Reduce energy consumption city‐wide and increase renewable energy production  where appropriate.   Opportunity Oriented.  Being a supportive and engaged member of the larger regional and  statewide community.  o Prioritize development that occurs within the community into the higher intensity  areas identified within this Plan;  o Support a diverse and vibrant economy built on quality jobs, employment centers  and  a  supportive  educational  and  research  system;  support  markets for local  agricultural and food products.   In the Southwest quadrant, specific objectives are to:  54. Promote higher‐density, mixed use development and redevelopment along Shelburne Road  and foster effective transitions to adjacent residential areas.    55. Maintain Shelburne Road as a roadway for both regional and local circulation  56. Improve local neighborhood connections on the east and west sides of the Shelburne Road  corridor.  57. Promote and expand public access to Lake Champlain  58. Support the ongoing agricultural use of the University of Vermont’s Horticultural Farm and its  other agricultural properties  59. Provide for the continued viability and use of the Vermont Railway line while supporting the  viability of residential neighborhoods.  Staff considers that on the one hand, the removal of an extended‐stay hotel (operating as multi‐ family housing, see discussion below) and replacement with an expanded number of service station  pumps and convenience store is inconsistent with the goals and objectives of the comprehensive  plan.  On the other hand, Staff considers that providing pedestrian connections where they do not  exist today, and improving pedestrian connectivity between the west and east sides of VT Rte 7  through the proposed off‐site traffic mitigation project are supportive of Comprehensive Plan goals.  #SP‐19‐39  12  Staff considers the project supports Objective 55.  Staff considers that though Objective 54  addresses redevelopment, this project only partially supports the objective, and neither supports  nor detracts from the remaining Southwest Quadrant objectives.    15. Staff recommends the Board discuss the application’s overall consistency with the Comprehensive  Plan.   B.  Relationship of Proposed Structures to the Site.  (1)  The site shall be planned to accomplish a desirable transition from structure to site, from  structure to structure, and to provide for adequate planting, safe pedestrian movement, and  adequate parking areas.   Adequacy of parking is discussed under Commercial zoning district standard C above.  The applicant  has provided architectural renderings in support of their application.  Pedestrian access is provided  north to south and east to west.  Deficiencies in pedestrian access are addressed under the Urban  Design Overlay District above.  The required minimum landscape value is met.  Staff considers when  other comments on parking and pedestrian access are met, this criterion will be met.  (2)  Parking:  Parking location is a complex issue on this property because it both has multiple fronts and  multiple structures.  Staff has first provided all the relevant criteria, and then consolidated the  discussion because the criteria are interrelated.   (a)   Parking shall be located to the rear or sides of buildings. Any side of a building facing a  public street shall be considered a front side of a building for the purposes of this subsection.  (b)   The Development Review Board may approve parking between a public street and one  or more buildings if the Board finds that one or more of the following criteria are met. The Board  shall approve only the minimum necessary to overcome the conditions below.  (i) The parking area is necessary to meet minimum requirements of the Americans with  Disabilities Act;  (ii) N/A;  (iii) The lot has unique site conditions, such as a utility easement or unstable soils, that allow  for parking, but not a building, to be located adjacent to the public street;    (iv) The lot contains one or more existing buildings that are to be re‐used and parking  needs cannot be accommodated to the rear and sides of the existing building(s);   (c)   Where more than one building exists or is proposed on a lot, the total width of all  parking areas located to the side of building(s) at the building line shall not exceed one half of  the  width  of  all  building(s)  located  at  the  building  line.  Parking  approved  pursuant  to  14.06(B)(2)(b) shall be exempt from this subsection.  The property has two fronts – that which faces VT Rte 7 and that which faces Queen City Park  Road.  Considering the fueling canopy as a building for the purposes of this standard only, the  applicant is proposing five parking spaces to the front on the Queen City Park Road frontage.  Two of the proposed front parking spaces are located on the existing underground storage  tank area.  On February 4, the Board was amenable to considering these spaces allowed under  (b)(iii) above if the applicant provided additional screening of the spaces from Queen City Park  Road.  The applicant has proposed to screen these spaces with shrubs installed at 24‐inch  #SP‐19‐39  13  height.  Should the applicant be considered under the LDR effective November 29, 2019, it  would be subject to revised standard 13.01C(5):  All parking areas adjacent to a public street shall be screened from the street by fencing,  walls, or vegetation measuring at least three (3) feet in height.  16. Staff recommends the Board discuss the adequacy of the proposed screening.   The remaining three front parking spaces are located in an existing vegetated area and are  not subject to unique site conditions.  Staff considers 14.06B(2)(b)(iv) does not require the  Board to allow parking to the front; rather it allows the Board to consider the location of the  parking  and  the  building  relative  to  one  another,  and  if  necessary  parking  cannot  be  accommodated to the side or rear due to site conditions, allows parking to be located to the  front.  17. Staff recommends the Board discuss whether the three front parking spaces not on the tank  area are allowed.    On February 4, the Board indicated they may be willing to consider the fuel canopy a building  for the purposes of 14.06B(2).  In that case, the total width of parking areas at the side of the  fuel canopy facing Queen City Park Road is limited to 50% of 75‐feet, or 37.5 feet.  The  applicant is proposing 40‐feet of parking area width, consisting of 18‐feet of parking stall and  22‐feet of drive aisle, along Queen City Park Road.  Along Shelburne Road, the total width of the retail and restaurant building and the fuel  canopy at the building line is 79‐feet.  Therefore the total width of parking spaces at the side  of buildings along Shelburne Road is limited to 50% of 79‐feet, or 39.5 feet.  The applicant is  proposing 40‐feet of parking area width, excluding the ADA space.    18. The applicant could address this problem on the Shelburne Road side by moving the stepped  back portion of the building to the front line, thus increasing the width of the building.  Staff  recommends the Board discuss whether there is a solution to the Queen City Park Road front.  (3)  Without restricting the permissible limits of the applicable zoning district, the height and scale  of each building shall be compatible with its site and existing or anticipated adjoining buildings.  As discussed above, the proposed building is proposed to be one story plus mezzanine, with a  finish floor elevation roughly level with Shelburne Road.  Staff considers the proposed building  footprint and height compatible with its setting.  C.   Relationship of Structures and Site to Adjoining Area.  (1)   The Development Review Board shall encourage the use of a combination of common  materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing),  landscaping, buffers, screens and visual interruptions to create attractive transitions between  buildings of different architectural styles.  The proposed architecture for this building incorporates a mix of siding types, and is proposed  to be principally one story with a small one and a half story section.  Proposed landscaping is  located around the perimeter of the site.    Staff considers this criterion met.  (2)   Proposed structures shall be related harmoniously to themselves, the terrain and to  existing buildings and roads in the vicinity that have a visual relationship to the proposed  structures.  #SP‐19‐39  14  Based on the amount of fill the applicant is proposing, the proposed one story building may  have the appearance of being taller than adjoining one story buildings.  Based on the standards  of the Urban Design Overlay District, Staff supports this configuration.   Other proposed structures on the site include several retaining walls.  The retaining wall  proposed west of the existing fuel pumps is proposed to be as tall as 8 feet at its highest point.   The retaining wall nearest the south side of the building is a maximum of approximately 7 feet  tall.    The retaining wall south of the drive aisle is a maximum of approximately 4 feet tall, and  the retaining wall surrounding the bioretention basin is a maximum of approximately 3 feet tall.   The rear of the building is proposed to act as a retaining wall as well, with the ground being  approximately 9 feet lower than the finished floor elevation to the west side.    19. On February 4 and in their February 19 cover letter the applicant indicated they would provide a  rendering of the retaining walls showing how they create a harmonious relationship with the  terrain.  Staff has not been able to locate this rendering and recommends the Board ask the  applicant for an update.  Staff notes the applicant has provided an updated elevation of the  south side of the building showing how the proposed stairs will be configured.      14.07 Specific Review Standards   In all Zoning Districts and the City Center Form Based Codes District, the following standards shall  apply:  A.  Access to Abutting Properties. The reservation of land may be required on any lot for provision  of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto  an arterial or collector street, to provide additional access for emergency or other purposes, or to  improve general access and circulation in the area.  The applicant is proposing a connection to the south and to the west (see discussion under Traffic  Overlay District above).  The applicant is proposing to close an informal connection to the property to  the northwest.  Staff considers access to abutting properties satisfied, though the general topics of  general access and circulation, curb cuts and access for emergency services is discussed elsewhere in  this document and in the staff notes for concurrent subdivision application #SD‐19‐31.  Staff continues to recommend the Board require a reciprocal access easement agreement be recorded  for the proposed cross connections to the south and to the west.  The applicant has indicated their  acceptance of this condition.  B.  Utility Services. Electric, telephone and other wire‐served utility lines and service connections  shall be underground insofar as feasible and subject to state public utilities regulations. Any utility  installations remaining above ground shall be located so as to have a harmonious relation to  neighboring properties and to the site. Standards of Section 15.13, Utility Services, shall also be met.  Wire served utilities are above ground on this section of Shelburne Road.  The applicant has indicated on  their plans that the proposed electric service is proposed to be underground.    C.  Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including  compliance with any recycling, composting, or other requirements, shall be accessible, secure and  properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s).  Small receptacles intended for use by households or the public (ie, non‐dumpster, non‐large drum)  shall not be required to be fenced or screened.  #SP‐19‐39  15  The applicant previously provided a detail for dumpster screening which Staff considers meets this  criterion.  D.  Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping,  Screening, and Street Trees.  The minimum required landscape value for the Project, based on an estimated building construction  cost of $2,500,000 is $32,500.  The applicant is proposing $34,992 worth of landscaping on site in the  form of trees and shrubs.   The City Arborist reviewed the originally submitted landscaping plan on November 7, 2019 and indicated  there were no issues.  The City Arborist has not yet reviewed the revised landscaping plan.  The only  changes are the addition of three daylilies and four dogwood shrubs.  Staff does not consider these  changes warrant a second review.   Several additional landscaping standards apply to this property, as follows.  13.06B Landscaping of Parking Areas  All off‐street parking areas subject to review by the Development Review Board shall be curbed  and landscaped with appropriate trees, shrubs and other plans including ground covers as  approved by the Development Review Board.   (1) All off‐street parking areas shall be landscaped around the perimeter of the lot with trees,  shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow  for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking  lot from the public way and from adjacent uses and properties, and to provide shade and canopy  for the parking lot. In some situations it may be necessary both for surveillance purposes and  for the perception of safety to install the size and type of plants that leave visual access between  the parking lot to the public way or other pedestrian areas.  Staff considers the parking areas adequately landscaped.      (2) In all parking areas containing twenty‐eight (28) or more contiguous parking spaces and/or in  parking lots with more than a single circulation lane, at least ten percent (10%) of the interior  of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such  requirement shall not apply to structured parking or below‐ground parking.  The applicant is proposing 31 standard parking spaces, including 10 fueling positions.  The applicant  appears to have misunderstood this standard to mean that the requirement is to provide landscaping  under the fueling canopies.  This is not the case.  The overall layout of the site is of a large continuous  area of impervious surrounded by perimeter landscaping, which is the situation this criterion and  criterion 13.06B(5) below specifically attempt to circumvent.    20. Staff recommends the Board require the applicant to provide 10% interior landscaping, and to provide  a calculation demonstrating this criterion is met.  (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as  a collection and treatment area for management of stormwater runoff as per 13.06(B)(5)(c)  below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side,  and  shall  have  a  minimum  square footage  of  sixty  (60)  square  feet.  Large  islands  are  encouraged.   The applicant has revised their plans to protect landscaping with curbing.  Staff considers this criterion  met but that it should be reevaluated if additional landscaping is added to meet 13.06B(2) above.    (4)  Landscaping Requirements   #SP‐19‐39  16  (a)  Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting  shall be species hardy for the region and, if located in areas receiving road runoff or salt  spray, shall be salt‐tolerant.   (b)  At least one (1) major deciduous shade tree shall be provided within or near the perimeter  of each parking area, for every five (5) parking spaces. The trees shall be placed evenly  throughout the parking lot to provide shade and reduce glare. Trees shall be placed a  minimum of thirty (30) feet apart.  (c) Trees shall have a caliper equal to or greater than two and one‐half (2 ½) inches when  measured on the tree stem, six (6) inches above the root ball.  The majority of the trees are proposed to be located around the perimeter of the parking and other  impervious surfaces.  For 31 parking spaces, the applicant must provide 7 shade trees.  At the  previous hearing, the applicant provided extensive testimony on why some of the shade trees are  less than 2 ½ inch caliper.  Staff asked the City Arborist whether they considered smaller trees to be  appropriate given the site conditions.  He replied on February 19.  I don’t have an objection to using 2 inch caliper trees but the argument that there isn’t enough  soil to support 2.5 inch trees doesn’t make sense to me.  The plans show 5 ft+ between the  retaining wall and the property line.  There is additional soil on the other side of the property line  that the root system will expand into.  Ultimately these trees will attain the same size regardless  of which size is planted.  We routinely plant 2.5‐3 inch caliper stock in 5 ft green belts which have  much more restricted soil volumes than this site.      21. Staff recommends the Board require 2 ½” caliper trees as this will result in a more attractive site  at the time of planting and because it is required under the LDR.  Waivers are not available as  this project is not a PUD.   (5)   Planting islands  (a)   Curbed planting islands shall be designed and arranged to define major circulation  aisles, entrances and exits, provide vegetative focal points, provide shade and canopy, and  break up large expanses of asphalt pavement. All islands shall be planted with trees, shrubs,  grasses and ground covers. Plant materials judged to be inappropriate by the Development  Review Board will not be approved.  (b)  Curbs of such islands shall be constructed of concrete or stone and shall be designed to  facilitate surface drainage and prevent vehicles from overlapping sidewalks and damaging  the plants.    22. Staff recommends the Board evaluate this criterion when the applicant provides 10% interior  landscaping.  If the applicant declines to provide 10% interior landscaping, Staff considers this  criterion still must be met.  (6)   Snow storage areas must be specified and located in an area that minimizes the potential  for erosion and contaminated runoff into any adjacent or nearby surface waters.  Snow storage areas are provided to the north of the site and on the southwest corner, in locations  that conflict with proposed tree and shrub plantings.  Barring the conflict with landscaping, the snow  storage to the southwest corner appears to drain towards the adjoining property, and further  appears impractical due to being located behind a curb and sidewalk.  The applicant has declined to  modify their snow storage, stating that snow is commonly stored in planting areas.  The City of  South Burlington does not approve snow storage on top of shrubs and trees.  Staff considers that if  #SP‐19‐39  17  snow is stored as proposed, the required minimum landscaping will likely not survive, which is also a  requirement of the LDR.    23. Staff recommends therefore the Board find the landscaping plan deficient because of the  location of snow storage areas, and also that this criterion is not met because the applicant has  not demonstrated that runoff to an adjacent property will be appropriately treated before  flowing into a surface water.  13.06C Screening or Buffering  (1)   All  off‐street  parking  areas,  off‐street  loading  areas,  outdoor  storage  areas,  refuse,  recycling, and compost collection (excluding on‐site composting) areas, and utility improvements  such as transformer(s), external heating and cooling equipment shall be effectively screened.  a. Such screening shall be a permanently maintained landscape of evergreen or a mix of  evergreen and deciduous trees and shrubs, and/or a solid fence.  b. The landscaping shall be designed to minimize erosion and stormwater runoff, and to  protect neighboring residential properties from the view of uses and parking areas on  the site. The landscaping shall be of such type, height, and spacing, as in the judgment  of the Development Review Board, will effectively screen the activities on the lot from  the view of persons standing on adjoining properties. The plan and specifications for  such planting shall be filed with the approved plan for the use of the lot.  (4)   A solid wall or fence, of location, height, and design approved by the Development Review  Board, may be substituted for the required planting.  (5)  Modifications.  Where  the  existing  topography  and/or  landscaping  provides  adequate  screening or would render the normally required screening inadequate, the Development Review  Board  may  modify  the  planting  and/or buffer requirements by, respectively,  decreasing  or  increasing the requirements.  The  applicant  has  modified  the  proposed  landscaping  at  the  north  of  the  property  to  include  additional shrubs between the parking area and Shelburne Road.  Staff considers this additional  vegetation supportive of this criterion.  No modifications have been made to screening between this  property and the adjoining residential property to the west.  Staff continues to question whether  adequate screening is provided for the adjacent residential property as required under 13.06(1)(b)  above.    22. Staff recommends the Board request a rendering showing the proposed view from the adjoining  residential property.   E.  Modification of Standards. Except within the City Center Form Based Code District, where the  limitations of a site may cause unusual hardship in complying with any of the standards above and  waiver therefrom will not endanger the public health, safety or welfare, the Development Review  Board may modify such standards as long as the general objectives of Article 14 and the City's  Comprehensive Plan are met. However, in no case shall the DRB permit the location of a new structure  less than five (5) feet from any property boundary and in no case shall be the DRB allow land  development creating a total site coverage exceeding the allowable limit for the applicable zoning  district in the case of new development, or increasing the coverage on sites where the pre‐existing  condition exceeds the applicable limit.  No modification of standards has been requested.  The applicant is proposing to continue the existing  nonconformities as they pertain to building setback and front setback coverage.  The Board is not  #SP‐19‐39  18  required to accept the front setback coverage as being non‐conforming where there is proposed  redevelopment (ie, the south part of the property). This is a discretionary consideration of the Board’s.     F.  Low Impact Development. The use of low impact site design strategies that minimize site  disturbance, and that integrate structures, landscaping, natural hydrologic functions, and various  other techniques to minimize runoff from impervious surfaces and to infiltrate precipitation into  underlying soils and groundwater as close as is reasonable practicable to where it hits the ground, is  required pursuant to the standards contained within Article 12.  The applicant is proposing subsurface infiltration on the southern portion of the site, which is proposed  to overflow into an unlined surface bioretention system supported by a retaining wall around its entire  perimeter on the southwestern portion of the site.  Overflow from the bioretention system is proposed  to flow into the private stormwater system on the adjoining shopping center property to the west.  The  existing fueling station has known soil contamination.  The applicant’s groundwater monitoring report  indicates that groundwater flow is generally from east to west.   The applicant has also provided an EPSC plan and stabilization notes.  The project disturbs less than one  acre and will therefore not be required to obtain either and Individual or General Permit for Construction.   24. The applicant has requested that compliance with the requirements of Article 16, including that exposed  soil be seeded and mulched or covered with erosion control matting within 48 hours of final grading, and  that a minimum of four (4) inches of top soil be provided to cover overall finished slopes, be included as a  condition of approval.  Staff recommends the Board discuss whether to accept the applicant’s request.    12.03 Stormwater Management Standards  The Assistant Stormwater Superintendent has reviewed the application materials on November  18, 2019 and provided extensive comments pertaining to soil contamination, appropriate design  and maintenance of the stormwater management practices, and construction phase erosion  control.  The applicant provided responses on 2/19/2020.  Staff anticipates they will have an  update on the status of the stormwater comments prior to the hearing on March 4.    25. Staff recommends the Board require the applicant to address any remaining comments of the  stormwater section.  If the applicant declines to do so, Staff recommends the Board consider this  criterion not met.    G.  Standards for Roadways, Parking and Circulation. Standards of Section 15.12 Standards for  Roadways, Parking, and Circulation shall be met.  See comments of the Director of Public Works as they pertain to roadway safety and entrances/access.   Parking is discussed under Site Plan Review Standard 14.06B.  Connections to adjacent parcels are discussed  under Site Plan Review Standard 14.07A.  As it pertains to circulation, the applicant has provided a fuel delivery truck turning movement plan which  shows that trucks cannot navigate the site when there are other vehicles present, particularly at the proposed  additional pump, the parking located along the northwest property line, and at the ADA compliant parking  space.  It also appears the fire truck is expected to back onto VT Route 7 when providing service to the site.   Staff noted on February 4 that fire trucks are expected to serve the site from the south (Fire Station 2).  The  applicant does not appear to have provided a fire truck turning movement showing how those trucks can be  accommodated.  Staff has provided the fire department with the updated plans and anticipates an update  will be available at the March 4 hearing.    #SP‐19‐39  19  26. Staff continues to recommend the Board require the applicant to demonstrate adequate circulation for all  users, including delivery trucks and fire trucks.    Pedestrian circulation should be updated to comply with the standards of the Urban Design Overlay District  as discussed above.  15.12G. Emergency Access  This standard requires sufficient width and suitable grade to facilitate fire protection and coordinated  so as to compose a convenient system properly related to the plan.  The Fire Chief reviewed the submitted plans on 11/19/2019 and offers the following comments.   Staff of retail sales needs a direct view of pumps per fire safety code   Are they planning on unmonitored sales?  As configured, sales must be monitored.   A right in right out driveway configuration will work for Engine 2 coming from the south   The truck will be setting up at the south side of the building ‐ needs to be 150 ft from the tanks  even if they're responding to an emergency at the pumps   The apartment building to the west has stormwater issues with water from the embankment,  which should be considered in the stormwater design.  On February 4, the applicant testified that the southern curb cut is sized to accommodate fire  trucks.  Staff notes that the provided fire truck turning movement plan assumes a fire truck coming  from the north; the Fire Chief has specifically stated that a right in right out at the south driveway is  acceptable.    27. Staff recommends the Board require the applicant to narrow the southern driveway to a right in  right out to support reduced pedestrian crossing width, limit vehicle movements opposing the  flow of traffic on this busy state highway, reduce front setback coverage and enhance the  appearance of this important gateway.    The applicant has provided the following additional responses to the Fire Chief’s comments.   Staff has provided the responses to the Fire Chief, who offered the following supplemental comments  on February 26, 2020.    A few things have been added/changed to plan the Fire Marshall’s Office originally saw several  months ago, e.g. the restaurant vs. a convenience store and the interior configuration of the  store.   Safest to have them come see us because we are NOT backing into Rt 7 to turn around.     1. Staff having direct view of the gas pumps is required for the monitoring of gasoline sales in case  of spill or flash fire. There is an emergency shutoff at that staffed attendant location   2. Unmonitored gasoline sales would require a canopy suppression system (expensive) be  installed.    #SP‐19‐39  20  3. For Ladder 1 (responding from the north)  in case of a fuel incident at the pumps, the truck will  stop short and close off the south bound lanes of RT 7 to prevent the ignition of gasoline vapors  (‐35F) coming in contact with the 1800‐2000F temperatures of vehicles catalytic converters.    Staff considers the Fire Chief’s comments indicate a left turn in/out is unnecessary for the south  driveway, as a truck responding from the north will set up in Shelburne Road, and a truck  responding from the south will be well served by a driveway only supporting right hand turns.    28. Staff recommends the Board require the applicant to address the remaining comments of the  Fire Chief, including meeting with the Fire Marshall’s Office.  OTHER  18.03 Housing Preservation  Section 18.03 attempts to offset the loss of housing by requiring replacement of housing units with new  construction, conversion of nonresidential to residential use or a contribution to the City of South  Burlington Housing Trust Fund.  Staff has done considerable research on this topic since the February 4  hearing date, the results of which are presented below.  B.          Applicability. Except as otherwise provided in sub‐section C (Exemptions), this Section 18.03 of  these Regulations is applicable to the loss, demolition or conversion to a nonresidential use or nonuse  (for example a vacant lot) of any dwelling unit in the City. This includes without limitation any of the  following:  (1)    any dwelling unit that is demolished, removed, or declared unfit for habitation pursuant to  any order, decision or other action of the City or State that is caused by unreasonable neglect or  deferred maintenance of an existing or prior owner(s);   (2)   any dwelling unit that is demolished or removed pursuant to any municipal, State or Federal  program, including any air traffic or airport noise mitigation and compatibility program; and/or,  (3)    the loss, demolition or conversion to nonresidential use or non‐use of any other form of  permanent housing, including but not limited to housing units contained within a housing facility  that is permitted as a congregate care facility, except group homes, residential care facilities, or  skilled nursing facilities as defined in these Regulations.    Section 2.02 Definitions.  Dwelling unit. A building or portion thereof designed, used, constructed or occupied as separate  living quarters for one (1) household which includes independent and exclusive cooking, sleeping,  and sanitary facilities for a household, and direct access to the unit from the outside of the building  or through a common hall.    While the existing buildings at 907 Shelburne Road were originally approved as a motel in 1955, the owner  stated during the sketch plan meeting that it – or at least a portion of it ‐ has been operational as extended  duration housing since before he purchased the property in 1993, though it is not a building designed for  that use.  The Board discussed that based on the definition of dwelling unit, a dwelling unit has sanitary,  cooking and sleeping facilities, regardless of how it is permitted.  The owner indicated of the 13 units, 8  of them meet this definition.  The housing replacement fee is 25% of the appraised value.  The appraised  value  of  the  property  according  to  the  2019‐2020  Grand  List  is $594,100.    The  required  housing  replacement fee based on the owner’s description at sketch plan would therefore be 25% of 8/13 of the  #SP‐19‐39  21  assessed value, or $91,400, or similar calculation based on the assessed value at the time of zoning permit  application for demolition of the hotel.  The applicant testified on February 4 that they do not believe a housing replacement fee is required  because the property is not an approved residential use.  The above standards do not refer to approved  residential uses, they refer to the removal of dwelling units, regardless of approved use.  Staff has  communicated with several entities, including the Champlain Valley Office of Economic Opportunity, the  City’s Health Officer, and the City’s Fire Chief. In each case, the entities indicated they are aware of  individuals or families having resided in these units for lengthy periods of time, far greater than 30 days.  Vermont Statutes define lodging establishments as regularly providing overnight accommodations to the  transient, traveling, or vacationing public and short term rentals dwelling units rented to the transient,  traveling, or vacationing public periods of less than 30 days.  These units as described are therefore neither  lodging establishments nor short term rentals.    The Fire Chief has, further, provided documentation of a health safety inspection defining both buildings  as housing containing 12 studio dwelling units and two three room apartments, dated August 23, 2015.  The property owner took corrective action pursuant to the inspection and did not dispute the classification  of the buildings as containing dwelling units. The Board indicated at sketch plan that the demolition of the  existing building represents the loss of housing.    29. Staff recommends the Board discuss whether they need further supporting information to classify  these units as housing.  30. Staff continues to recommend the Board require the applicant to pay the housing replacement fee  based on the assessed value at the time of zoning permit application.    Lighting  The applicant is proposing 7 building mounted, 11 canopy lights and 6 pole mounted lights. This reflects  an update made since the February 4 hearing.  Overall lighting levels and the number of fixtures are  somewhat lower, but Staff considers the plan still appears deficient.  31. Staff recommends the Board invoke technical review of the proposed lighting plan.  On February 4, the applicant presented extensive testimony indicating that the canopy is proposed to be  illuminated by flood lighting which is intentionally designed to spill into the remaining paved area and into  the street.  The Board indicated that while there may be some merit to illuminating the driveways, it  should be done using appropriate light fixtures and not canopy lights.  Staff has discussed with Public  Works whether there is interest in allowing site lighting to illuminate the adjacent street and sidewalk.    32. There are no City street lighting standards, therefore Staff recommends the applicant coordinate with  public works to design appropriate lighting fixtures should they wish to illuminate the driveways.    The following standards apply to lighting in parking areas.  13.07B Specific Requirements for Parking Areas. Light sources shall comply with the following:  (2)   Pole placement, mounting height, and fixture design shall serve to minimize lighting from  becoming a nuisance. All light sources shall be arranged so as to reflect away from adjacent  properties. All light sources shall be shielded or positioned so as to prevent glare from becoming a  hazard or a nuisance, or having a negative impact on site users, adjacent properties, or the traveling  public. Excessive spillover of light to nearby properties shall be avoided. Glare shall be minimized to  drivers on adjacent streets.  Appendix A also addresses lighting.  #SP‐19‐39  22  A.9 Direct Glare  (a)   Direct glare is defined for the purposes of these Regulations as illumination within  property lines caused by direct or spectrally reflected rays from incandescent, fluorescent, or  arc lighting, or from such high temperature processes as welding or petroleum or  metallurgical refining.  (b)   No such direct glare shall be permitted, except that parking areas and walkways may  be illuminated by luminaries so hooded or shielded that the angle of maximum candlepower  shall be sixty degrees (60o) drawn perpendicular to the ground. Such luminaries shall be  placed not more than thirty feet (30’) above ground level and the maximum illumination at  ground level shall not be in excess of an average of three (3) foot candles.  33. As previously noted, there remain gaps in the provided photometric drawing therefore Staff  considers the calculation of average on‐site illumination to be inaccurate. The applicant has also  calculated illumination levels for the site, walkway/sidewalk and fuel canopy separately.  The  regulations do not contemplate such a calculation.  Instead the overall site should have an  average illumination level not in excess of three (3) foot candles.  Staff recommends the Board  find this criterion not met.  A.10 Indirect Glare  (a)   Indirect glare is defined for the purposes of these Regulations as illumination beyond  property lines caused by diffuse reflection from a surface such as a wall or roof of a structure.   (b)   Indirect glare produced by illumination at ground level shall not exceed 0.3 foot  candles maximum, and 0.1 foot candles average.   (c)  Deliberately induced sky‐reflected glare, as by casting a beam upward for advertising  purposes, is specifically prohibited.  Based on questions posed on February 4, Staff communicated with the applicant that they  should demonstrate no greater than 0.3 foot candles over the property line to demonstrate  compliance with this standard.  The applicant’s updated photometric drawing does not show the  full photometrics outside the property line, but photometrics provided indicate light levels in  excess of 1.4 foot candles where shown.   34. Since the applicant has declined to reconfigure their lighting to prevent spillover beyond the  property line, in accordance with A.10 and 13.07B, Staff recommends the Board consider this  criterion not met.      13.14 Bicycle Parking  The proposed 4,265 sf retail/restaurant building will require four short term, two long term bicycle  parking spaces and one clothes locker.  It appears the applicant has proposed three short term bicycle  racks, though no update has been provided indicating whether the proposed racks will provide parking  for one or two bicycles each.  Bicycle spaces and clothes lockers must meet the dimensional standards of  13.14.  The applicant has provided an architectural plan showing that there will be a bicycle storage room in the  basement.  No clothes lockers are shown.  35. Since the applicant has declined to update their plans, Staff recommends the Board consider this  criterion not met.      #SP‐19‐39  23  A.3 Noise Performance Standards  Appendix A provides the following limits on noise between midnight and 8:00 AM.  a. 45 dBA based on a one‐hour average measured at any point where the property on which the noise  emanates adjoins any property used for residential purposes  b. 60 dBA based on a one‐hour average measured at any point where the property on which the noise  emanates adjoins any property used for commercial purposes.  The property is immediately adjacent to a multifamily residential property to the west.  On February 4,  the Board expressed concern about increased noise levels at the adjoining residential property due to  the removal of an existing building.  The applicant has stated in their updated cover letter that they  decline to provide information on projected noise levels.  The applicant has stated that the noise from  Shelburne Road will be higher than the noise from the site.  Staff infers, based on the provided vehicle  turning movements conflicting with parking, that deliveries will take place at night.  Shelburne Road has  very low traffic volumes at night.  Therefore the noise from the property can be expected to be  predominant during the time of fuel deliveries.    36. Since the applicant has decline to demonstrate compliance with this standard, Staff recommends the  Board consider the noise performance standards not met.     3.05 Energy Standards  Staff notes that all new buildings are subject to the Stretch Energy Code pursuant to Section 3.15:  Residential and Commercial Building Energy Standards of the LDRs.    Signage  37. Staff notes the Board may not approve plans showing signage.  The applicant has not removed the  signs from the plans as discussed on February 4.      Water Supply  Champlain Water District has reviewed the plans and provided comments on both the relocation of the  transmission main and the service for the proposed project.  Comments on the relocated transmission main were received on November 20, 2019 and are as follows.  1. The design shall conform with Vermont Water Supply Rules (latest edition).  2. The design shall conform with CWD’s – Specifications and Details for Installation of Water Lines  and Appurtenances (latest edition).    3. The new relocated water line shall be 30” ductile iron, Class 52, and shall be poly wrapped with V‐ Bio Enhanced Polyethylene Encasement.      4. All joints shall be installed with Viton (Fluorelastomer) gaskets.   5. All water lines shall be installed with a minimum of 6’ of cover.    6. Any water and sewer line crossings shall occur at a perpendicular angle.  Water and sewer line  separations shall conform to the Vermont Water Supply Rules (latest edition), and installed in  accordance with the “Ten State Standards – Recommended Standards for Water” (latest edition).    #SP‐19‐39  24  7. Thrust restraints will be required on all bends.  A combined thrust block and restrained joint system  shall be designed by a Professional Engineer for review and approval by CWD.    8. CWD will need to review and approve all elevations, grading, and profiles.  This information was  missing from the DRB submittal and therefore cannot be reviewed without further information.    9. A sleeve shall be provided for the new 30” water line underneath the proposed retaining wall for  the westerly pedestrian sidewalk.     10. CWD is requiring that the 30” water line be extended under Shelburne Road, through a new sleeve  that meets the Vermont Agency of Transportation, “Standard Specifications for Construction”  (latest edition), and connect beyond CWD HS 107 valve on Lindenwood Drive.    11. New 30” butterfly valves shall be installed at the connection points to CWD’s existing mains and  on either side of Shelburne Road’s sleeve crossing.    12. A 40’ x 40’ easement shall be provided on either side of the Shelburne Road sleeve crossing.    13. A 25’ easement, on center of the water line, shall be provided for the new water line.    14. No permanent above‐grade infrastructure, including trees, shall be allowed within CWD’s final  easements.    15. All final design and construction documents will require review and written approval by CWD.  16. All design and construction engineering will be at the cost of R.L. Vallee.    17. Work on CWD infrastructure shall only be permitted with prior approval.  Work shall not occur  during times of high seasonal demand.    18. Only approved CWD Contractors shall install the proposed water lines.    19. All construction work shall be observed and approved by CWD personnel.    20. R.L. Vallee shall compensate CWD for cost incurred with the inspection  of  the  water  line  installation.    21. All surface restoration required for future repairs, maintenance, emergencies, etc. will be borne by  R.L. Vallee and will not be the responsibility of CWD.  CWD’s responsibility will terminate at the  top of the water line backfill material.    Please don’t hesitate to contact us with any questions.  Sincerely,  CHAMPLAIN WATER DISTRICT  Nathan Pion, PE  Director of Projects & Programs / Chief Engineer    Comments on the proposed water service were received on November 19, 2019 and are as follows.  From:   Jay Nadeau, CWD/SBWD Superintendent  Re:   793 & 907 Shelburne Road, Maplefields Technical Review  Date:   November 19, 2019  We have reviewed the proposed plans for the above referenced project an offer the following  comments regarding water service work:  #SP‐19‐39  25  1. The proposed connection to the existing water service line currently supplying water to  the southern building (Maple Leaf Motel) may require a new service line from the main  to the proposed building TBD at the time of excavation.  This note is based upon the age  and unknown condition of the existing service.  The determination to replace the service  line from the main to the new connection shall be made by the Department at the time  the service line is exposed.    2. The service line to the existing gas station shall be shut off at the corporation and the  service line disconnected, on the east side of Shelburne Road.  3. A water allocation request must be submitted to the SBWD as this project proceeds  through the project review process.  4. All plans must include a note stating “All work to be performed in accordance with the  Champlain Water District Specifications and Details for the Installation of Water Lines  and Appurtenances.”  5. The Champlain Water District as the water wholesale provider with a water transmission  main with the project’s limits will provide separate comments.  On February 4, the applicant indicated they would like to defer addressing comments of Champlain Water  District to be conditions of approval.  Staff notes that compatibility of the project with existing and  proposed utilities is a criterion for subdivision approval, and 15.13 requires all proposed off‐site water line  construction plans be approved by the Water Department prior to installation.  15.13 is incorporated by  reference into site plan review standard 14.07B.    38. The comments of Champlain Water District are substantial and Staff recommends the Board not  approve the project until these comments are addressed.  Representatives from Champlain Water  District plan to attend the March 4 hearing and explain the nature of their concerns to the Board.  If  the applicant declines to address these comments, Staff recommends the Board find site plan review  standard 14.07B to be not met.      RECOMMENDATION  Staff recommends that the Board evaluate whether the applicant intends to address remaining comments or  authorize technical reviews as recommended, and if not, conclude the hearing.     Respectfully submitted,    Marla Keene, Development Review Planner    SHELBURNE ROAD GULFPROPOSED SITE IMPROVEMENTS793 & 907 SHELBURNE ROAD, SOUTH BURLINGTON, VTR.L. VALLEE 20' FRONTYARD SETBACK30' REARYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACKEX. CWDEASEMENTEX. GAS VENTSEX. BOLLARDSEX. COVERSEX. ELEC.VAULT.EX. PLANTERW/ SIGNEX. TRAFFICLIGHT POLEOEOEOE OE OEOEOEOEOEOEOEOEOEEX. ELEC METEREX. VENTFF. CONC.ELEV.=208.4FF. CONC.ELEV.=200.9WWWWWWWWW WWEX. JERSEYBARRIER (2)EX. CONC.VAULTEX. DOWNSPOUTEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. TELEPHONE /CABLE SERVICECONNECTIONEX. LANDINGWOODTHRESHOLDELEV.=208.8EX. GAS SERVICECONNECTIONEX. CONC. WALKEX. CONC. SIDEWALKEX. ROOF OVERHANGEX. GAS CANOPYFF. TILEELEV.=208.4EX. DUMPSTEREX. BOLLARD(TYP. FOR 4)EX. COLUMN(TYP. FOR 4)UEG NO VT GASPAINT MARKINGS40'EASEMENT20'EASEMENT40'EASEMENTEX. STAIRSTO 2ND LEVELEDGE OFEXISTINGCONC.EDGE OFEXISTINGPAVEMENTWWWWWWWWWWW W EX. RETAININGWALLGGGGGGGGGG G GGGGGGGEX.PAVEMENTEXISTINGSTORE(TO BEREMOVED)(1,680 s.f.±)PILE6"EX. SWALE16" SPRUCE3.3 CMF0.3 BG16" SPRUCEEX. CONC.EX.GRAVELEX.CONC.EX. CONC.EX.PAVEMENTCMFFLUSHEX. CONC. SIDEWALK1" IPF1.4 BG16" CEDAR20" MAPLE(2 BOLE)STUMP14"MH14" SPRUCEMH16" SPRUCEEX.PAVEMENTEX.GRAVELEXISTINGBUILDINGEX.PAVEMENT24" MAPLECMF1.0 AG10" SPRUCE1" IPF0.1 BGDISTRUBED22" OAKSIGN9'±177'±138'±59'±126'±126'±125'±125'±138'±LINDENWOOD DRIVESHELBURNE ROADEXISTINGBUILDINGQUEEN CITY PARK ROADEX. CONC.EX.PAVEMENTEX.PAVEMENTEXISTINGMOTEL(TO BEREMOVED)(1,315 s.f. ±)EXISTINGMOTEL(TO BEREMOVED)(2,310 s.f. ±)APPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197434" REBAR0.3 BGEXISTINGCANOPY w/(2) MPD'sOEOEEX. PEDESTRIANCROSSWALK MARKINGEX. PEDESTRIANCROSSWALK MARKINGEX. RECREATION PATHEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)EX.PAVEMENTEXISTINGSTOREWATER VALVE(NOT FOUND)WATER VALVE(NOT FOUND)APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±SSSSSSSMHWWWEX.PAVEMENTWWWWSSSST ST ST ST SSSTO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWNEXISTINGCANOPY(1,835 s.f.±)WAPPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAIN±37.0'(PER TAX MAPPING)20419920820820720720720620620620620520520520420420320320320220220220120120120020020019919919819819819719719719619619619619519519419419419319319319219219219119024'201202203205EX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSCONC.EX. COVERSEX. BOLLARDSEX. COVERSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSCONC.CONC.EX. COVERSEX. COVERSEX. COVERSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. COVERSEX. COVERSEX. COVERSEX. BOLLARDSEX. BOLLARDSCONC.CONC.CONC.EX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. COVERSEX. COVERSEX. COVERSEX. GAS VENTSEX. BOLLARDSEX.CONC.EX. COVERS208EX. COVERSEX. BOLLARDSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX.CONC.EX. BOLLARDSEX. BOLLARDSEX. BOLLARDSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTSEX. GAS VENTS208SEX. COVERSEX. COVERSCJGJLMPJMC1.0EXISTINGCONDITIONSPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478LEGENDFMEGSTSTWW207EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUND1" = 20'15104.07SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTS793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/1/2019NOTES1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALLUTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTORSHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE(888-344-7233) PRIOR TO ANY CONSTRUCTION.2. PROPERTY LINE INFORMATION IS BASED ON PLAN ENTITLED " ALTA/ACSM LANDTITLE SURVEY BURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATEDJANUARY 1997 AND A PLAN ENTITLED " LADNS OF MARTIN'S FOODS OF SOUTHBURLINGTON, INC. - 2 LOT SUBDIVISION" PREPARED BY LAMOUREUX &DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARY SURVEY ANDIS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED ISCONSISTENT WITH RECORDED DOCUMENTS.3. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVILENGINEERING ASSOCIATES, INC JANUARY 2018. CIVIL ENGINEERINGASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONTCOORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL)ESTABLISHED FROM GPS OBSERVATIONS ON SITE.4. DATTILIO LOT HAS NOT BEEN SURVEYED AT THE TIME OF PLAN PREPARATION.LOT LINES ARE BASED ON EXISTING TAX MAPS. SITE INFORMATION IS BASED ONAVAILABLE IMAGERY.UTILITY NOTE:EXISTING WATER & SEWER SERVICE LINELOCATIONS ARE APPROXIMATE AND BASED ONAVAILABLE INFORMATION PROVIDED BY THETOWN AND OWNER. UTILITY SIZE AND TYPE AREUNKNOWN. VERIFICATION OF SERVICELOCATIONS AND DEPTHS WILL BE REQUIREDPRIOR TO START OF BUILDING CONSTRUCTION9/27/19 CJG LOCAL PERMIT SUBMITTALLOCATION MAP1" = ±4000'BURLINGTONPROJECTLOCATIONSO. BURLINGTONEXIT13SWIFT STBREWER PKWYLINDENWOOD DRQUEENCITYHANNAFORDDR77LAUREL HILL1898910/21/19 CJG REVISIONS PER STAFF COMMENTS 1/03/20 CJG MINOR PLAN REVISIONS 2/1/19 CJG LOCAL SKETCH PLAN SUBMITTAL2/19/20 CJG LOCAL PERMIT SUBMITTALP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 11:55:33 AM, pmead PROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK30' REARYARD SETBACK20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACKEX. CWDEASEMENTEX. COVERSEX. ELEC.VAULT.EX. PLANTEREX. PLANTEREX. PLANTEREX. PLANTERW/ SIGNW/ SIGNEX. TRAFFICLIGHT POLEOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWOEOEOEWWOEEX. JERSEYBARRIER (2)OEOEOEOEOEOEOEOEOEOEOEOEEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. 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SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. GAS CANOPYUEG 40'EASEMENT20'EASEMENT40'EASEMENTEX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4RIM=206.8(SEWER)WWWWWWWWWWWWWWWWWWWWWWWW W EX. RETAININGWALLGGGGGGGGGGG G R.L. VALLEE ACCESSEASEMENT73EX.PAVEMENTPAVEMENTPAVEMENTGREEN SPACENEWGREENSPACEEXISTINGEXISTINGEXISTINGSTORESTORESTORESTORE(TO BEREMOVED)(1,680 s.f.±)EXISTINGFUELCANOPY & MPD'STO REMAIN±11%EX. SWALEEX. SWALE3.3 CMF0.3 BGEX.EX.EX.PAVEMENTPAVEMENTCMFFLUSH1" IPF1.4 BGMHMHMHMHMHMHMHMHEX.EX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGBUILDINGCMF1.0 AG1" IPF0.1 BGDISTRUBEDSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGN9'±177'±138'±59'±126'±126'±125'±125'±138'±LINDENWOOD DRIVESHELBURNE ROADEXISTINGEXISTINGBUILDINGQUEEN CITY PARK ROADHANNAFORD DRIVEEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTEL(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BEREMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)EXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGMOTELMOTEL(TO BE(TO BE(TO BE(TO BE(TO BEREMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)(2,310 s.f. ±)(2,310 s.f. ±)(2,310 s.f. ±)(2,310 s.f. ±)PROPOSED CONNECTIONTO ADJACENT PROPERTYPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALKADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENTAND SIDEWALKAPPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197420'20'22'24'1834" REBAR0.3 BGEXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sW WWW±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%194.0194.0194.0194.0194.0194.0194.0194.0194.0++208.0++OEOEOEOEOEOEOEOEOEOEOEOE 1.4 BG1.4 BG1.4 BG1.4 BG1.4 BG1.4 BG1.4 BG1" IPF1.4 BG1.4 BG1.4 BG1.4 BG2PROPOSED30" VALVEPROPOSED30" VALVEPROPOSED REALIGNMENTOF CWD WATER MAIN- 30" D.I. CLASS 52OEOE PROPOSED CANOPYEXPANSION w/(1) MPD(320 s.f. ±)EX. RECREATION PATHEX. RECREATION PATHEX. PEDESTRIANEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN25'REDUCE EXISTINGACCESS FROM±40' TO 24'ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEEREX.PAVEMENTEXISTINGSTOREWATER VALVER VALVE(NOT FOUND)(NOT FOUND)(NOT FOUND)WATER VALVEWATER VALVE(NOT FOUND)(NOT FOUND)ST STST ST ST±8%±8%±8%±8%±8%±8%±8%±8%±8%±8%APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±20'REMOVED)195 196 198198 200200 202202202 (TO BEMOTEL(TO BE(TO BEREMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)(2,310 s.f. ±)EXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTING207 (2,310 s.f. ±)(2,310 s.f. ±)REMOVED)REMOVED)REMOVED)EXISTING206206206206206206206206206206206206206206206206206206206206REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)204204204204204204204205205205205206203207207207MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)NEW CONCRETECURBPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)195195195195197197197RETAINING WALLw/ RAILING198198198198DDS S0.3 BG0.3 BG0.3 BG30' REARYARD SETBACKYARD SETBACKYARD SETBACK198 REDI-ROCK WALL199 STSTSTSTST EX.20' FRONTYARD SETBACK20' FRONT20' FRONT193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193193192192192192208208(1,680 s.f.±)(1,680 s.f.±)197197197197197197197197197197197197197197197197197 198198198198198198198198198198198 PROPOSEDFENCE207207207207207207207207 206206206MOTELMOTELMOTELMOTELMOTELREMOVED)REMOVED)205205REMOVED)REMOVED)REMOVED)REMOVED)SSSSSS(NOT FOUND)SMATCH EXISTINGMATCH EXISTINGSMHMHEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSIGNSIGNSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWRE-CONSTRUCTRE-CONSTRUCTRE-CONSTRUCTWEX.PAVEMENTPROPOSEDBIKE RACKSNOWSTORAGESNOWSTORAGE191191191191WFUELFUELFUELW206WWWWWWWWWWWWWWWWWWWWOEOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SSSSSSSSSWWWSSSSPROPOSED 6" SDR 35 PVCSEWER CONNECTION w/OIL/WATER SEP.- SLOPE @ 14"/FT. (MIN.)PROPOSED 1" TYPE KCOPPER WATERSERVICETO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWNEXISTINGEXISTINGFUELFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPYOPYCANOPY & MPD'SCANOPY & MPD'STO REMAINTO REMAIN(1,835 s.f.±)TO REMAINTO REMAIN8'5'4'4'5'EPROPOSED UNDERGROUNDELECTRICAL SERVICE LOCATIONPROPOSED SEWERINV. = 202.4±- FIELD VERIFY EXISTING INVERT- COORD. w/ENGINEER & PUBLIC WORKSINV. = 204.4±INV. =204.0±"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGGWWWGGGWWGGGGWWWWWWGGWWWWWWWWWWWWWWWWGGGGGGGGGGGGWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGN ANDLAYOUT WITH VTRANSPHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)WAPPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAINx207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.9x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.2x206.2x206.2x206.2x206.2x206.2x206.2x207.5x207.5x207.5x207.5x207.5x207.5x207.5x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1x208.1207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x207.0x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8xx206.4x206.4x206.4x206.4PAVEMENTPAVEMENT207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.7x207.3x207.3x207.3x207.3x207.3x207.3x207.3x207.3x207.3x207.3xx207.8x207.8x207.8x207.8x207.8x207.8x207.8x207.8x207.8x207.8x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x207.2x206.2x206.2x206.4x206.4x206.4206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x206.0x205.7xW/ SIGN±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELFUELEXISTINGEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELEXISTINGCANOPY & MPD'SEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELEXISTINGEXISTINGFUELFUELEXISTINGFUELEXISTINGCANOPY & MPD'SEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'S24'x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x206.1x206.1x206.1x206.1x206.1x206.1x206.1x206.1x206.1x206.1x206.1207.9x207.9x207.9x207.9x207.9x207.9x207.9x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x5'5'W CLEANOUTx206.5x206.5x206.5x206.5x206.5x206.5x206.5x206.5x206.5x206.5x206.6x206.6x206.6x206.6x206.6x206.6x206.6x206.6x206.6x206.6x206.6x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x206.8x207.0x207.0x207.0x207.0x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.5x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4x207.4193.4x193.4x193.4x193.4x193.4x193.4x193.1x193.1x193.1x193.1x196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196196EXISTING 204199208208207207207206206206206205205205204204203203203202202202201201201200200200199199198198198197197197196196196196195195194194194193193193192192192191190DDST196 EASEMENTEASEMENTEASEMENT195 201202203205DEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSx207.5EX. COVERS208EX. COVERSx207.5EX. COVERSEX. COVERSEX. COVERSEX. COVERS208SEX. COVERSEX. COVERSDSMCJGPJM1" = 20'15104.07C1.12/1/2019SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSEDCONDITIONSPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VTZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15NORTH LOT (793 SHELBURNE ROAD)REQUIREDEXISTINGLOT AREA 40,000 S.F.±15,810 S.F.FRONT SETBACK 20' 0'SIDE SETBACK 10' 25'REAR SETBACK 30' 30'BUILDING COVERAGE 40% 11%*LOT COVERAGE 70% 68%LOT FRONTAGE COVERAGE 30% (MAX.) 94%SOUTH LOT (907 SHELBURNE ROAD)REQUIREDEXISTINGLOT AREA 40,000 S.F.±25,700 S.F.FRONT SETBACK 20' 9'SIDE SETBACK 10' 11'REAR SETBACK 30' 59'BUILDING COVERAGE 40% 14%LOT COVERAGE 70% 53%LOT FRONTAGE COVERAGE 30% (MAX.) 68%COMBINEDREQUIREDEXISTINGPROPOSEDLOT AREA 40,000 S.F.±41,510 S.F. ±41,510 S.F.FRONT SETBACK 20' 0' 0'SIDE SETBACK 10' 11' 11'REAR SETBACK 30' 30' 63'BUILDING COVERAGE 40% 17% 10%*LOT COVERAGE 70% 58% 70%LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65%2/11/19 CJG ADDED PROPOSED GRADING5/15/19 CJG SITE REVISIONS/CWD REVIEW PLAN1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE APRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TOSTART OF ANY EXCAVATION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE ANDOPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 FEET. UNLESS NOTED OTHERWISE ALL EXISTING MANHOLES, COVERS, VALVES, CURB STOPSAND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDEREDAS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWNAUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS BASED ON PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEYBURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLANENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION"PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARYSURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED ISCONSISTENT WITH RECORDED DOCUMENTS.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.GENERAL NOTESUTILITY NOTE:EXISTING WATER & SEWER SERVICE LINELOCATIONS ARE APPROXIMATE AND BASED ONAVAILABLE INFORMATION PROVIDED BY THETOWN AND OWNER. UTILITY SIZE AND TYPE AREUNKNOWN. VERIFICATION OF SERVICELOCATIONS AND DEPTHS WILL BE REQUIREDPRIOR TO START OF BUILDING CONSTRUCTION9/27/19 CJG LOCAL PERMIT SUBMITTAL10/21/19 CJG REVISIONS PER STAFF COMMENTSLOCATION MAP1" = ±4000'BURLINGTONPROJECTLOCATIONSO. BURLINGTONEXIT13SWIFT STBREWER PKWYLINDENWOOD DRQUEENCITYHANNAFORDDR77LAUREL HILL1898911/13/19 CJG REVISIONS PER VTRANS COMMENTS 1/03/20 CJG REVISIONS PER STAFF COMMENTSLEGENDFMEGSTSTW207EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDSTSWEPROPOSED CONTOUR207PROPOSED CURBPROPOSED PAVEMENTPROPOSED ELECTRICPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED WATERPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED SHUT OFFPROPOSED SIGNx206.6EXISTING SPOT GRADEPROPOSED SPOT GRADE+207.5* BUILDING COVERAGE DOES NOT INCLUDE CANOPY2/19/20 CJG LOCAL PERMIT SUBMITTAL2/1/19 CJG LOCAL SKETCH PLAN SUBMITTALDP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 11:55:46 AM, pmead PROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK30' REARYARD SETBACK20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACKEX. COVERSEX. ELEC.VAULT.EX. PLANTEREX. PLANTEREX. PLANTEREX. PLANTERW/ SIGNW/ SIGNEX. TRAFFICLIGHT POLEOEOEOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWWWWWWWWWWW WOEOEOEWWOEEX. JERSEYBARRIER (2)OEOEOEOEOEOEOEOEOEOEOEOEEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. GAS CANOPYUEG EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4RIM=206.8(SEWER)WWWWWWWWWWWWWWWWWWWWWWWWW W EX. RETAININGWALLGGGGGGGGGGG G R.L. VALLEE ACCESSEASEMENT73OEOEOEOEOEEX.PAVEMENTPAVEMENTPAVEMENTGREEN SPACENEWGREENSPACEEXISTINGFUELCANOPY & MPD'STO REMAIN±11%EX. SWALEEX. SWALEEX.EX.PAVEMENTPAVEMENTMHMHMHMHMHMHMHEX.EX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADEXISTINGEXISTINGBUILDINGQUEEN CITY PARK ROADHANNAFORD DRIVEPROPOSED CONNECTIONTO ADJACENT PROPERTYPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALKADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENTAND SIDEWALKAPPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197420'20'22'24'18EXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sWW W20'WWWW±6%±6%194.0+208.0+OEOEOEOEOEOEOEOEOEOEOEOEOE EX.EX.8WW 2EX. CONC. SIDEWALKEX. CONC. SIDEWALKYARD SETBACKYARD SETBACKOEOE PROPOSED CANOPYEXPANSION w/(1) MPD(320 s.f. ±)EX. RECREATION PATHEX. RECREATION PATHEX. PEDESTRIANEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN25'REDUCE EXISTINGACCESS FROM±40' TO 24'ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEEREX.PAVEMENTEXISTINGSTOREWATER VALVER VALVE(NOT FOUND)(NOT FOUND)(NOT FOUND)WATER VALVEWATER VALVE(NOT FOUND)(NOT FOUND)CB #1RIM=206.4INV.=202.4ST +207.7+207.75+207.75+207.75+207.5+207.5+207.7STSTSTST207.2+CB #3RIM=206.5INV.=200.8+207.5207.5+207.5+T.O.C.=207.6B.O.C.=207.0207.7 5 + 207.7 5 +207.0+DMH #1RIM=205.8INV.(15"N)=199.5INV.(24"W)=199.5INV.(15"S)=202.5STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST W +207.5+207.5ST 207.5+207.5+203.7++197.2STST CB #5RIM=194.5INV.=191.5SUMP=186.5207.2+207.5+±8%±8%APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±195 196 198 200 202 197.8+207 206 204205206203207 T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8B.O.C.=196.2199.1196.6199.3199.1MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)NEW CONCRETECURBPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)195197T.O.W.=202.0B.O.W.=199.0RETAINING WALLw/ RAILINGT.O.W.=203.0B.O.W.=199.0198DDCB #2RIM=207.5INV.=201.6+207.9207.9+207.7 5 + 207.7 5 + SS ++SSSSMHMHOEOE207.5+207.5+207.5+207.5+207.5+207.5+CB #6RIM=203.6INV.=199.6DMH #2RIM=205.5INV. IN=199.5INV. OUT=199.0198 T.O.W.=194.0B.O.W.=193.0T.O.W.=195.0B.O.W.=193.0INV.=191.0T.O.W.=SLOPESB.O.W.=193.0T.O.W.=SLOPESB.O.W.=193.0REDI-ROCK WALL19912" STORM15" STORM15" STORM15" STORM15" STORM15" STORM12" STORMDMH #1ARIM=206.4INV.(24"E)=199.5INV.(12"SW)=199.2+207.9+208.4+207.9193192208197 198 PROPOSEDFENCE207 206CHAMBERSYSTEM+205.9206205SSSRIM=206.5INV.=200.8CB #3SSS(NOT FOUND)SMATCH EXISTINGMATCH EXISTINGSMHMHEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWRE-CONSTRUCTRE-CONSTRUCTRE-CONSTRUCTWEX.PAVEMENTPROPOSEDBIKE RACK191CB #4RIM=202.0INV.=195.6SUMP=190.6RISERRIM=192.55' WIDE OVERFLOWTOP STONE=193.25BOTTOM STONE = 192.75WFUELFUELW206WWWWWWWWWWWWWWWWWWWWWWWW+205.9OEOEOEOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST B.O.C.=196.2T.O.C.=196.8T.O.C.=199.3B.O.C.=198.7SSSSSSSSSWSTO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN8208.4±T.O.W.=209.5±B.O.W.=201.0±T.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±8'5'4'4'5'EPROPOSED UNDERGROUNDELECTRICAL SERVICE LOCATION"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGWWGGGWWGGGGWWWWWGGWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGN ANDLAYOUT WITH VTRANSPHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)WAPPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAINx207.9x206.8x206.2x207.5x208.1207.5x207.0x206.8xx206.4207.7x207.3xx207.8x207.2x206.2x206.4206.0x206.0x205.7x±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'S24'x207.5x206.1207.9x207.4x207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 +5'207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 +5'WWWWWWWWWWW SIGNSIGNSIGNSIGNx206.5x206.6x206.6x206.8x207.0x207.5x207.4193.4x193.1x196+208.4+208.4+208.4+208.4+208.4+208.4+208.4+208.4204199208208207207207206206206206205205205204204203203203202202202201201201200200200199199198198198197197197196196196196195195194194194193193193192192192191190DD197STSTSTSTSTST198+205.912" STORMDMH #4RIM=195.5±INV.=191.4194.9+194.9 +194.6+196195 203.9 +201202203205+203.5DDMH #3RIM=199.0±INV.=195.5199.5+205.9+205.96" ROOF DR.B.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±EX. COVERSEX. COVERSEX. COVERSEX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERS209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±T.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSB.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±x207.5B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±B.O.W. SLOPES FROMT.O.W. SLOPES FROM201.0± TO 206.5±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±208EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±x207.5201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±B.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSEX. COVERSSB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±208T.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROM201.0± TO 206.5±EX. COVERSB.O.W. SLOPES FROMEX. COVERSDSMCJGPJM1" = 20'15104.07C1.29/27/2019SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSEDGRADINGPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT10/21/19 CJG REVISIONS PER STAFF COMMENTS11/13/19 CJG REVISIONS PER VTRANS COMMENTS 1/03/20 CJG REVISIONS PER STAFF COMMENTSLEGENDFMEGSTSTW207EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDSTSWEPROPOSED CONTOUR207PROPOSED CURBPROPOSED PAVEMENTPROPOSED ELECTRICPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED SHUT OFFPROPOSED SIGNx206.6EXISTING SPOT GRADEPROPOSED SPOT GRADE+207.59/27/19 CJG LOCAL PERMIT SUBMITTAL2/19/20 CJG LOCAL PERMIT SUBMITTALCOORDINATE FINAL GRADING @CONNECTOR WITH AS-BUILT CONDITIONSOF ADJACENT PROJECTCOORDINATE CONNECTION OFRISER AND GRADING @OVERFLOW WITH AS-BUILTCONDITIONS OF ADJACENTPROJECTP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 11:56:08 AM, pmead PROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACKOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWW WOEOEOEWWOEOEOEOEOEOEOEOEOEOEOEOEOEOEEX. GAS CANOPYUEG WWWWWWWWWWWWWWWWWWWWWWWWW W GGGGGGGGGGG G EX.PAVEMENTPAVEMENTEXISTINGFUELCANOPY & MPD'STO REMAINEX. SWALEEX. SWALEEX.EX.PAVEMENTPAVEMENTMHMHMHMHEX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGEXISTINGBUILDINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADQUEEN CITY PARK ROADEXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sWWWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE EX. RECREATION PATHEX. RECREATION PATH25'EX.PAVEMENTEXISTINGSTOREST STST ST DDS SSSSSSSSMHMHSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWWEX.PAVEMENTWFUELFUELWWWWWWWWWWWWWWWWWWWWWWOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTST"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGWWWGGGWWGGGGWWWWWWWGGWWWWWWWWWWWWWWGGGGGGGGGGGGGGGWWWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'S24'W36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUTDSTDSPROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACKOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWWWW WOEOEOEWWOEOEOEOEOEOEOEOEOEOEOEOEEX. GAS CANOPYUEG WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W GGGGGGGGGGG G EX.PAVEMENTPAVEMENTEXISTINGFUELCANOPY & MPD'STO REMAINEX. SWALEEX. SWALEEX.EX.PAVEMENTPAVEMENTMHMHMHMHEX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGEXISTINGBUILDINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADQUEEN CITY PARK ROADEXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sWWWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE EX. RECREATION PATHEX. RECREATION PATH25'EX.PAVEMENTEXISTINGSTOREST STST ST DDS SSSSSSSSMHMHSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWWEX.PAVEMENTWFUELFUELWWWWWWWWWWWWWWWWWWWWWWOEOEOESSSST ST STSTSTSTSTSTST STSTSTSTSTSTSTSTSTST"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGWWGGGWWGGGGWWWWWGGWWWWWWWWWWWWWGGGGGGGGGGGGGGGWWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'S24'W36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUTDSTDSDSMCJGPJM1" = 20'15104.07C1.39/27/2019SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSED TRUCKTURNINGPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT9/27/19 CJG LOCAL PERMIT SUBMITTAL10/21/19 CJG REVISIONS PER STAFF COMMENTS11/13/19 CJG REVISIONS PER VTRANS COMMENTSFIRE TRUCK TURNINGFUEL TRUCK TURNING 1/03/20 CJG REVISIONS PER STAFF COMMENTS2/19/20 CJG LOCAL PERMIT SUBMITTALP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 11:57:03 AM, pmead PROPOSEDRETAIL SALES/RESTAURANTRESTAURANT±4,110 s.f.±4,110 s.f.F.F. ELEV. = 207.75F.F. ELEV. = 207.7520' FRONTYARD SETBACKYARD SETBACK30' REARYARD SETBACK20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACKEX. COVERSEX. ELEC.VAULT.EX. PLANTERW/ SIGNEX. TRAFFICLIGHT POLEOEOEOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWWWWWWWWWWW WOEOEOEOEWWOEEX. JERSEYBARRIER (2)OEOEOEOEOEOEOEOEOEOEOEOEOEOEEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. GAS CANOPYUEG EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4RIM=206.8(SEWER)WWWWWWWWWWWW EX. RETAININGWALLGGGGGGGGGG R.L. VALLEE ACCESSEASEMENT73OEOEOEOEOEOEOEOEOEEX.PAVEMENTPAVEMENTPAVEMENTGREEN SPACEGREEN SPACEGREEN SPACEGREEN SPACEGREEN SPACENEWGREENSPACEEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'STO REMAINTO REMAINTO REMAINTO REMAINTO REMAIN±11%EX. SWALEEX. SWALEEX.EX.PAVEMENTPAVEMENTMHMHMHMHMHMHMHEX.EX.EX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADEXISTINGEXISTINGBUILDINGQUEEN CITY PARK ROADHANNAFORD DRIVEPROPOSED CONNECTIONTO ADJACENT PROPERTYPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALKADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENTAND SIDEWALKAPPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197420'20'20'20'22'22'22'22'22'22'22'22'22'22'24'18EXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sW W20'WWWW±6%±6%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE EX.EX.8WWWW WWWWWOE2 EX. CONC. SIDEWALKEX. CONC. SIDEWALKYARD SETBACKYARD SETBACKYARD SETBACKOEOE PROPOSED CANOPYPROPOSED CANOPYPROPOSED CANOPYEXPANSION w/(1) MPDEXPANSION w/(1) MPDEXPANSION w/(1) MPD(320 s.f. ±)(320 s.f. ±)(320 s.f. ±)(320 s.f. ±)EX. RECREATION PATHEX. RECREATION PATHEX. PEDESTRIANEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWNREDUCE EXISTINGACCESS FROM±40' TO 24'ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEEREX.PAVEMENTEXISTINGSTOREWATER VALVER VALVE(NOT FOUND)(NOT FOUND)WATER VALVEWATER VALVE(NOT FOUND)(NOT FOUND)CB #1RIM=206.4INV.=202.4ST STSTSTSTCB #3RIM=206.5RIM=206.5INV.=200.8INV.=200.8T.O.C.=207.6B.O.C.=207.0DMH #1DMH #1RIM=205.8INV.(15"N)=199.5INV.(15"N)=199.5INV.(15"N)=199.5INV.(24"W)=199.5INV.(24"W)=199.5INV.(24"W)=199.5INV.(15"S)=202.5INV.(15"S)=202.5INV.(15"S)=202.5EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST W ST ST CB #5RIM=194.5INV.=191.5SUMP=186.5±8%±8%APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±195 196 198 200 202 207 206 204205206203207 T.O.C.=199.3WW T.O.C.=199.3B.O.C.=198.7B.O.C.=198.7T.O.C.=196.8T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2199.1196.6199.3199.1MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)NEW CONCRETECURBPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)195197B.O.W.=199.0RETAINING WALLw/ RAILINGT.O.W.=203.0B.O.W.=199.0B.O.W.=199.0198±8%±8%205±8%±8%205205DDDCB #2RIM=207.5RIM=207.5INV.=201.6SS SSOEMHMHCB #6CB #6CB #6CB #6CB #6CB #6RIM=203.6RIM=203.6RIM=203.6RIM=203.6RIM=203.6INV.=199.6INV.=199.6INV.=199.6INV.=199.6DMH #2DMH #2RIM=205.5RIM=205.5INV. IN=199.5INV. IN=199.5INV. IN=199.5INV. OUT=199.0INV. OUT=199.0INV. OUT=199.0198 T.O.W.=194.0B.O.W.=193.0T.O.W.=195.0T.O.W.=195.0T.O.W.=195.0B.O.W.=193.0INV.=191.0T.O.W.=SLOPESB.O.W.=193.0T.O.W.=SLOPEST.O.W.=SLOPEST.O.W.=SLOPESB.O.W.=193.0B.O.W.=193.0REDI-ROCK WALL19912" STORM12" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM12" STORMDMH #1ARIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2193192208197 198 PROPOSEDFENCE207 206CHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEM206205SSSRIM=206.5INV.=200.8CB #3SSS(NOT FOUND)SMATCH EXISTINGMATCH EXISTINGSMHMHEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSIGNSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWRE-CONSTRUCTRE-CONSTRUCTRE-CONSTRUCTWEX.PAVEMENTPROPOSEDBIKE RACKEX. GAS CANOPY15" STORM191CB #4RIM=202.0INV.=195.6SUMP=190.6RISERRIM=192.55' WIDE OVERFLOWTOP STONE=193.25BOTTOM STONE = 192.75BOTTOM STONE = 192.75BOTTOM STONE = 192.75WFUELFUELWWWWW206WWWWWWWWWWWWWWWWWWWWWWWWWWWWWOEOEOEOEOESSSST ST STSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST B.O.C.=196.2T.O.C.=196.8T.O.C.=199.3B.O.C.=198.7SSSSSSSSSSSSSSWSTO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN8T.O.W.=209.5±B.O.W.=201.0±T.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±ORANGE CONSTRUCTIONFENCE TO BE INSTALLEDAROUND PROJECTPERIMETER (TYPICAL)SILT FENCE TO BE INSTALLEDDOWN SLOPE OF ALLDISTURBED AREAS(TYPICAL INSTALLATIONSHOWN)195 ±6%±6%22'195195195 ±6%±6%22'22'22'22'±6%±6%±6%195195195195195195 ±6%±6%±6%±6%22'195195 ±6%±6%±6%±6%22'22'±6%±6%±6%±6%195195 22'±6%±6%±6%±6%±6%195195 22'22'±6%±6%±6%±6%195195195 22'22'22'22'22'22'±6%±6%195195195195195195195195195195195195195195195195 22'22'22'22'22'22'22'195195195195195195195 ±6%±6%22'22'195195195195195195195195 ±6%±6%±6%22'22'22'22'22'22'22'22'22'±6%195195195195195195195195195 22'22'195195 22'22'195195195195 ±6%±6%±6%±6%22'22'22'22'22'22'22'22'22'195195195195195195 ±6%±6%±6%22'22'22'22'22'195195195195195195195195195195195 22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'195195195195195195195195195 22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%195195195 22'±6%±6%195195195195 ±6%±6%±6%±6%±6%±6%195195195195195195195195 ±6%±6%±6%±6%±6%±6%22'22'22'195195195195195195 ±6%±6%±6%22'22'22'22'22'22'195 ±6%±6%22'195195195195195195 ±6%±6%±6%±6%±6%±6%22'22'22'±6%±6%±6%±6%±6%±6%22'22'22'±6%±6%±6%±6%±6%±6%195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195195195195195195195 22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'±6%±6%±6%195 ±6%±6%±6%195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%22'22'195195195195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'195195195195 22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195 22'22'22'22'22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195195195195195195195195195195195195195 22'22'22'22'±6%±6%±6%±6%±6%±6%±6%195195195195 22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195 22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'195195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'22'195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'22'22'22'195195195195195195195195 22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%OEEX. CONC. SIDEWALK207207207207207207 206206EX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206 15" STORMEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK15" STORM15" STORM15" STORM15" STORM206206206206 207 206206206206 207207EX. CONC. SIDEWALK206206206206 207207 SEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207207207207207207207 206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207 206206206206206206206206206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207 206206206206206206206206206OEOEOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207 206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207 206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207207 206206206206206206206206206 207207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOEOEOE207207207207207207207207207207207207207207207OEOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK15" STORM206206206206206EX. CONC. SIDEWALK206206206206206EX. CONC. SIDEWALK207207207207 15" STORM15" STORM206206206206206206206206206206206206206 207207207207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOE207207 206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206206206206206206206206 207207EX. CONC. SIDEWALK207 206206206 207 15" STORM15" STORMEX. CONC. SIDEWALK207207207207207207207 206206206206206206 15" STORM15" STORM15" STORM15" STORM207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOE206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOEOEOEOE206206206206206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207OEOEOEOEOEOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207 206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207 206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOE207207207207207207207 206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOE206206206206206206 207207 206206206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206 207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206 207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSSEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOEOE207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206OEOEOEOEOEOEOEOEOEOEOEOE207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206206 207207207207207207207207207207207207207207207207207207 206206206206206206206206OEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSTABILIZED CONSTRUCTIONENTRANCE (TYPICAL)STABILIZED CONSTRUCTIONENTRANCE (TYPICAL)202 CATCH BASIN INLETPROTECTION TO BEINSTALLED AT ALLCATCH BASINS8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'8'5'5'5'5'5'5'4'4'4'4'4'4'4'4'4'4'4'4'4'5'5'199199199199199199 198198198198198 199.1199.1199.3199.3199.3T.O.C.=199.3T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8T.O.C.=196.8T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2T.O.C.=196.8B.O.C.=196.2T.O.C.=196.8B.O.C.=198.7B.O.C.=198.7T.O.C.=199.3T.O.C.=199.3T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2T.O.C.=196.8B.O.C.=196.2T.O.C.=196.8B.O.C.=198.7B.O.C.=198.7T.O.C.=199.3T.O.C.=199.3199.3199.3199.1199.3T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2199.3199.1199.1199.1199.3199.3199.3198198198198198198198198198198 199199199199199199199199199199 197198198198197197198198197197197197197197197197197197197198198198198198198198198198198198198198198INSTALL EROSION CONTROLMATTING WHERE INDICATEDAND AS NEEDED TOESTABLISH VEGETATIONEXISTING 14" SPRUCETO REMAINEXISTING 16" SPRUCETO REMAIN"NO LEFT TURN""NO LEFT TURN""NO LEFT TURN""NO LEFT TURN"SIGNPROTECT/MAINTAINPROTECT/MAINTAINPROTECT/MAINTAINPROTECT/MAINTAINEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLEEX. UTILITY POLE- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS w/UTILITY COMPANIES/VTRANS w/UTILITY COMPANIES/VTRANS w/UTILITY COMPANIES/VTRANS w/UTILITY COMPANIES/VTRANSOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGN ANDLAYOUT WITH VTRANSPHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)WAPPROXIMATE LOCATION EX.APPROXIMATE LOCATION EX.APPROXIMATE LOCATION EX.APPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAIN24" Ø CLASS I D.I. WATER MAIN24" Ø CLASS I D.I. WATER MAIN24" Ø CLASS I D.I. WATER MAINSHOWN)EXISTING 14" SPRUCETO REMAINTO REMAIN±37.0'(PER TAX MAPPING)(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'S24'5'5'WWWWWWW SIGNSIGN196 204199208208207207207206206206206205205205204204203203203202202202201201201200200200199199198198198197197197196196196196195195194194194193193193192192192191190DD197197197197197197STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST19819819819819812" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORMDMH #4DMH #4DMH #4RIM=195.5±RIM=195.5±RIM=195.5±RIM=195.5±INV.=191.4INV.=191.4INV.=191.4196195 201202203205DDMH #3RIM=199.0±INV.=195.5201199.56" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.B.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±EX. COVERSEX. COVERSEX. COVERSEX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERS209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±T.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSB.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±B.O.W. SLOPES FROMT.O.W. SLOPES FROM201.0± TO 206.5±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±208EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±B.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSEX. COVERSSB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±208T.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROM201.0± TO 206.5±EX. COVERSB.O.W. SLOPES FROMEX. COVERSDSMCJGPJM1" = 20'15104.07C1.410/25/2019SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSEROSIONCONTROLPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/19/20 CJG LOCAL PERMIT SUBMITTALCATCH BASIN INLET PROTECTIONN.T.S.PLANCROSS-SECTIONGRAVEL-FILLED SANDBAGS,PACKED TIGHTLY TOGETHERMIN. 6" ABOVE GRADEADDITIONAL BAGS MAY BE NEEDEDTO SEAL JOINTSSANDBAGS FILLED, WITH 1/2"TO 1" CLEAN STONE,PACKED TIGHTLY TOGETHERPAVEMENTSURFACEINSTALL COIR INLETFILTER MAT ONGRATE WITHZIP TIESRELOCATE BAGSWHEN MAXIMUMCATCHMENT OFFLOW IS DESIREDFLOW(W/ COIR MAT)WINTER SEASON (OCTOBER 15TH - APRIL 15TH)EROSION PREVENTION AND SEDIMENT CONTROLNOTES:EROSION PREVENTION AND SEDIMENT CONTROLNOTES:10/25/19 CJG PLAN ADDED PER STAFF REVIEWP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 11:57:42 AM, pmead ACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478AS SHOWNC2.0SITE DETAILSCJGPJMN.T.S.TYPICAL PAVEMENT SECTIONS-003S-003 Pave Sec-Shoulder6" CRUSHED GRAVEL - FINEAOT SPECIFICATION 704.052" TYPE IIBASE COURSESEPARATION/STABILIZATIONGEOTEXTILECOMPACTED SUBGRADE(FULL DEPTH CONSTRUCTION SECTION)EMULSIFIEDASPHALTBITUMINOUSCONCRETEPAVEMENT112" TYPE IVFINISH COURSE12" DENSE GRADED CRUSHED STONEAOT SPECIFICATION 704.0612" MINIMUMCRUSHED GRAVELSHOULDERREVISED 11/10/201431OR ASSHOWNON PLANS4" MINIMUM TOPSOIL, SEED ANDMULCH ALL SIDESLOPE- USE EROSION MATTING (WHENREQUIRED) TO ESTABLISHVEGETATION, PARTICULARLY ONLOW SIDE OF ROADWAYN.T.S.CURB w/SIDEWALK DETAILREVISED 10/07/2015S-001(SIMILAR WITH OUT SIDEWALK)S-001 CurbCRUSHED GRAVEL (FINE)DENSE GRADEDSUB-BASE MATERIALNOTES:1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH18" JOINT BETWEEN SECTIONS.2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTEDEVERY 20' AND SHALL BE CONSTRUCTED OF MATERIALCONFORMING TO AASHTO DESIGNATION M-153 (12"SPONGE RUBBER OR CORK).3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALKAND CONCRETE CURB TOP.6"5"6"6"9"7"18"CONCRETE OR BRICKPAVERS12" R.TOP COURSE BITUMINOUSCONCRETE PAVEMENTBASE COURSE BITUMINOUSCONCRETE PAVEMENTPROVIDE 12" MIN. SUBBASEMATERIAL BEHIND CURBAND TO WITHIN 6" OFFINISHED GRADE FORGRASSED SURFACESLIMITS OF SUBBASEFOR CURB W/OUTSIDEWALKCONCRETE CURBN.T.S.BOLLARD DETAILS-011S-011 BollardCONCRETE FILLED(ROUNDED TOP)18" Ø CONCRETE FILLEDSONO TUBE,6"Ø STEEL PIPE(STANDARD / SHOP PRIMED)PAVED18"5'-0"3'-0"REVISED 05/08/2015PROVIDE YELLOW GRAINGERBOLLARD COVER orAPPROVED EQUAL (CONFIRMCOLOR SELECTION WITHARCHITECT OR OWNER)UNPAVEDN.T.S.S-014S-014 Pavement TransitionTRANSITION FROM NEW PAVEMENTTO EXISTING PAVEMENTEXIST. TOP COURSE TO BEREMOVED AND OVERLAINAS PART OF NEWPAVEMENT SECTIONSAW CUT PAVEMENT,CLEAN AND COAT WITHEMULSION PRIOR TOPAVINGEXIST. BASE MATERIALEXIST. BITUMINOUSPAVEMENTFINISH COURSEBASE COURSENEWCONSTRUCTION18" (MIN.)EDGE OF EXISTINGPAVEMENTREVISED 6/15/2017N.T.S.LINE STRIPING DETAILS-015S-015 Parking Space Striping5'11'18'4" WHITEPAINTEDMARKINGS9'18'CURBING AND/OREDGE OF PAVEMENTHANDICAPSIGNHANDICAP PARKING SPACESTANDARD PARKING SPACE2' ON CENTERTRAFFIC MARKING PAINT TO BE READY-MIXED TRAFFIC PAINT SUITABLEFOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENTCONCRETE PAVEMENT. READY-MIXED LOW VOC TRAFFIC PAINT SHALLCONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT.REVISED 12/09/2014CENTER POINTFOR MARKINGN.T.S.HANDICAPPED PARKING MARKING DETAILREVISED 4/07/2015S-015a3'-0"S-015a HC Pave Marking3'-6"PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191NOTE:POLE LIGHT DETAIL N.T.S.BOND TO CONDUIT,BASE & POLEWELD GROUND ROD3/4" x 10' COPPER(4) #5 REBAR2'-0"GROUND WIRE#6 BARE COPPER3/4" CONDUIT FORFINISH GRADE#3 TIES @ 12" O.C.PVC CONDUIT CONNECTORGALVANIZED STEEL TOWIRESEPARATE GROUNDPOLE TO POLE w/SCH 80 PVC FROMSURFACEPAVEMENT2'-0"4'-0" MIN.16'-0" MAX.2'-0"NOTES:1. POLE BASE TO BE CAMPPRECAST TAPERED BASE ORAPPROVED EQUAL.2" HIGH LETTERS(TYP.)N.T.S.HANDICAPPED PARKING SIGN DETAILREVISED 8/22/2016S-015b12"S-015b HC SignSIGN SHALL BE POSTED AT THE HEAD OF EACH HANDICAPPED SPACE.MOUNTING HEIGHT IS 60" MINIMUM TO BOTTOM OF SIGN.18"COLOR: LEGEND AND BORDER - GREENWHITE SYMBOL ON BLUE BACKGROUNDBACKGROUND - WHITEMATERIAL: AS PER VAOT STANDARD E-143MPOST: 2" (14 ga.) SQUARE STEEL SIGN POST INSTALL IN ACCORDANCE w/VAOT STANDARD E-1646"6"IF APPLICABLE9/27/2019DSM15104.07SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTS793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT9/27/19 CJG LOCAL PERMIT SUBMITTALNOTES:1. SIDEWALK JOINTS:- CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND ATLOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVINGTERMINATES AT ISOLATION JOINTS.- ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETECURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED.- CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREASAS INDICATED. TYPICAL JOINT SPACING IS 5 FEET BUT MAY BE INDICATED DIFFERENTLY ON PLANS FOR WIDERSIDEWALKS OR PLAZA AREAS. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEASTONE-FOURTH OF THE CONCRETE THICKNESS, CONTRACTION JOINTS MAY BE EITHER GROOVED or SAWEDJOINTS.2. NO DEICER SHALL BE APPLIED TO SIDEWALK UNTIL AT LEAST 30 DAYS OF AIR DRYING TIME HAS OCCURRED.3. LIQUID MEMBRANE-FORMING CURING AND SEALING COMPOUNDS SHALL MEET ASTM C309 or C1315. SEALERSSHALL BE BASED ON SILANE OR SILOXANE TECHNOLOGY FOR BEST SALT AND WATER REPELLENCY FORCONCRETE PAVEMENTS. TWO COATS SHALL BE APPLIED AT RIGHT ANGLES FOR EVEN COVERAGE. INSTALL INCONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS.4. INSTALL POLYURETHANE ELASTOMERIC SEALANT AT ALL SAWED JOINTS.N.T.S.CONCRETE SIDEWALK DETAILS-002S-002 Conc Walk6"6"SIDEWALK WIDTH AS SHOWN ON PLANS8" COMPACTED CRUSHEDGRAVEL (704.05 FINE)5" THICK CONCRETE SIDEWALK(8" THICK AT DRIVEWAY CROSSINGS)UNDISTURBED SOIL ORAPPROVED COMPACTEDGRANULAR FILLREVISED 7/01/20194" MINIMUM TOPSOIL, SEED AND MULCHALL SIDESLOPE- USE EROSION MATTING (WHENREQUIRED) TO ESTABLISH VEGETATIONN.T.S.TRANSITION CURB DETAILS-006S-006 Trans Curb7"6'-0"1"FACE OF CURBEND TRANSITION SLOPEBEGIN TRANSITION SLOPETOP OF CURB (SEE PLANFOR TYPE OF CURB)FINISHED GRADE OF ROADPAVEMENTREVISED 08/01/20142/19/20 CJG LOCAL PERMIT SUBMITTALP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Details-Specs.dwg, 2/18/2020 10:02:17 AM, pmead ACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478AS SHOWNC2.1SITE DETAILSCJGPJMNOTES:PAVEDN.T.S.DD+2'6"6"TYPICAL SEWER TRENCH DETAIL5'-0" MIN. COVER (PLOWED AREAS)4'-0" MIN. COVER (TYPICAL)6"1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.7. BEDDING MATERIAL FOR WASTEWATER LINES SHALL CONSISTOF CRUSHED STONE, GRAVEL, OR SAND WITH A MAXIMUM SIZEOF 34". SUBMIT A SAMPLE TO THE ENGINEER FOR APPROVAL.8. ALL JOINTS TO BE INSPECTED BY OWNER/ENGINEER/TOWNPRIOR TO BACKFILL.APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS2" RIGID INSULATION WHENDEPTH OF PIPING IS LESSTHAN MINIMUM NOTED4" WIDE MAGNETIC"SEWER" TAPE INSTALLEDAPPROX. 2' BELOW SURFACESEWER LINE, SEE PLANFOR TYPE AND SIZEPIPE BEDDINGUNDISTURBED SOILOR ROCKTOPSOIL, RAKE,SEED & MULCHUNPAVEDREVISED 12/08/2016SWR-001SWR-001 Trench(SEE SITE PLAN)5'-0" MIN. COVER OVER FORCE MAINSNOTES:PAVEDN.T.S.DD+2'6"6"TYPICAL WATER TRENCH DETAIL6'-0" MIN. COVER1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.7. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE, ORSAND WITH A MAXIMUM SIZE OF 34". SUBMIT A SAMPLE TOTHE ENGINEER FOR APPROVAL.8. CONTRACTOR TO INSTALL TRACER WIRE ALONG ALLSECTIONS OF NEW WATER LINE. TERMINATE TRACER WIRE ATALL VALVE BOXES AND HYDRANTS. COORDINATEINSTALLATION WITH TOWN AND ENGINEER.APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS2" RIGID INSULATION WHENDEPTH OF PIPING IS LESSTHAN 6'-0"WATER LINE, SEE PLANFOR TYPE AND SIZEPIPE BEDDINGUNDISTURBED SOILOR ROCKTOPSOIL, RAKE,SEED & MULCHUNPAVEDREVISED 12/08/2016W-001D/2INSTALL UTILITY LOCATORRIBBON OVER WATER MAINAPPROX. 2' BELOW SURFACETRACER WIRE (VERIFY TYPE WITHTOWN/ENGINEER PRIOR TO STARTOF CONSTRUCTION)W-001 Trench(SEE SITE PLAN)DSMN.T.S.1,000 GALLON HEAVY DUTY OIL SEPARATORS-013S-013 Oil-Water Separator OIL SEPARATOR TESTING braced to prevent blowout. into the tank shall be suitably plugged and the plugs 1. Exfiltration Leakage Test: All pipes and other openings At the end of this period, the tank shall be refilled if the Contractor so wishes, to allow for absorption. The tank shall then be filled with water to the top If the Contractor elects to backfill prior to testing, approved by the Engineer and the tank retested. exceeds the allowable rate, repairs shall be made as not exceed four gallon/vertical foot/day. If leakage depth for 24 hours. The leakage for each tank shall amount shall be converted to gallons per vertical foot the riser, measuring the volume of water added. This test period, the tank shall be refilled to the top of time of at least four hours begun. At the end of the to the top of the riser, if necessary, and the measuringThe separator shall be tested by the following procedure: incumbent upon the Contractor to determine the reason below the bottom of the tank throughout the test. Furthermore, the Contractor shall take any steps leaks through the joints or through the concrete. that all loss of water during the test is a result of as leaking plugs, absorption, etc. It will be assumed leakage allowance will be made for unknown causes such for any failure of the test. No adjustment in the the testing shall be at his own risk, and it shall be of the riser section. A period of time may be permitted, necessary to assure the Engineer that the water table is-seal the empty tank and apply a vacuum to 5 inches (100mm) of mercury. The tank is approved if 90% of vacuum is held for 5 minutes.Vacuum test in accordance with ASTM C1227-03,Standard Specification for Precast Concrete SepticTanks, except as noted below:2.orFINISH GRADEFINISH GRADEWATEROILINLETNOTE:H-20 DESIGNED PRECASTCONCRETE STRUCTURE.SET FRAME ONFULL MORTARBED & SEAL JOINT12" CONCRETERISERS FORADJUSTMENTNEENAH LIFTMATE WITHHINGED MANHOLE COVER(MODEL R-1550-LM) ANDFRAME OR EQUAL (TYPICAL)4" SCH 40 PVC FROMFLOOR DRAIN1,000 GALLONPRECASTCONCRETE TANK6" COMPACTEDCRUSHED STONE24"Ø24"ØTHREADED PLUGFOR INSPECTIONGASKETED FLEXIBLEWATERTIGHT CONNECTIONS(PSX OR CAST-IN-PLACE)4" SDR 35 PVC or SCH 404" SDR 35 PVC5'-4"3'-8"6"11' x 6'3"REVISED 5/11/20163'-11"15104.07SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTS793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT9/27/20199/27/19 CJG LOCAL PERMIT SUBMITTALELEVATIONPLANN.T.S.DUMPSTER ENCLOSUREREVISED 2/03/2016M-010M-010 DUMPSTER ENCLOSURE - chain link10' MAX.CHAIN LINK FENCE WITHGREEN SLAT SCREENINGOR APPROVED EQUALSEE SITE PLAN FORCONCRETE PAD SIZE8" THICK CONCRETEDUMPSTER PAD- #4 BARS @ 18" o/c, e/w- 8" THICK CRUSHEDGRAVEL BASE- SLOPE 14"/FT TO DRAINSEE SITE PLAN FORCONCRETE PAD SIZE4" Ø STEEL CORNERPOST (TYP.)DOUBLE GATE212"Ø STEELPOST (TYP.)212"Ø STEELLINE POST (TYP.)TENSIONWIRETENSIONWIRE9 ga TIE WIRE orCLIPS @ 14" o/c38"Ø TRUSS RODw/TURNBUCKLE158"Ø BRACERAILTENSION BAR14" x 34" GALV.4"Ø CORNER orGATE POSTTENSIONBAND (TYP.)6' FABRIC HEIGHTCONCRETE PADPER SITE PLAN36"48"2"12"Ø SONO TUBEw/3000 psi CONCRTEN.T.S.REPLACEMENT OF EXISTING PAVEMENTNOTES:1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W.2. MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED INACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL NOT WORKWITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE.3. ALL BACKFILL SHALL BE MADE IN SIX INCH (6") LIFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRYDENSITY ACCORDING TO ASTM D698.4. REPLACE EXISTING ROAD STRIPING AS NECESSARY.S-005S-005 Replace Ex. PavREVISED 09/29/2014NEW BIT. CONC. PAVEMENTMATCH EX. SUBBASE(18" MIN. CRUSHEDGRAVEL)EXIST. SUBBASEBOTH SIDESSMOOTH CUT EXIST. BIT.PAVEMENT PRIOR TO PAVING1'-0"(MIN.)SEE TYPICAL TRENCHDETAILD + 2' TRENCHEXCAVATION (MIN.)MATCH EX. PAVEMENT(4" MIN. - 112" TYPE III - 212" TYPE II)ALL JOINTS SHALL BETHOROUGHLY CLEANED ANDCOATED WITH EMULSIFIEDASPHALT PRIOR TO PAVINGEXIST. BIT. PAVEMENT(BOTH SIDES)ALL WORK TO BE PERFORMEDIN ACCORDANCE WITH THECHAMPLAIN WATER DISTRICTSPECIFICATIONS AND DETAILSFOR THE INSTALLATION OFWATER LINES ANDAPPURTENANCES2/19/20 CJG LOCAL PERMIT SUBMITTALP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Details-Specs.dwg, 2/18/2020 10:02:08 AM, pmead (12") PLANTING SOIL18" HDPE OVERFLOW RISERW/ YARD DRAIN GRATE(18" ABOVE SURFACE)18" HDPE OUTLET4" PVC PERF (HOLES FACING DOWN)PLACE 4" OFF BOTTOM(3") WASHED PEA STONE (3" THICK)(12") 112" WASHED STONE (12" THICK)CONCRETE ANCHORINSIDE AND AROUNDBASE OF STANDPIPE8"2'-0"NOTES:1. BIORETENTION SOIL SHALL NOT BE COMPACTED DURING BACKFILL.AFTER BACKFILL OF ENTIRE PLANTING BED, PRIOR TO PLANTING ANDMULCH PLACEMENT, THE SYSTEM SHALL BE FILLED WITH WATER TOCONSOLIDATE SOIL MATERIAL. ADD ADDITIONAL PLANTING MIX ANDRESHAPE AS NECESSARY TO ACHIEVE FINISHED GRADE.2. CONTRIBUTING SITE AREA MUST BE FULLY STABILIZED AND DENSE ANDVIGOROUS VEGETATIVE COVER MUST BE ESTABLISHED WITHINBIORETENTION AREA PRIOR TO DIRECTING RUNOFF TO THE SYSTEM.EXISTING SUBGRADE OR SUITABLE FILL ORONSITE MATERIAL AS APPROVED BY ENGINEER(4") WASHED PEA STONE(12") BEDDING SANDSEE LANDSCAPE PLANSFOR PLANTING DETAILSPLANTING SOIL NOTES:odŚĞϭϮ͟ƉůĂŶƚŝŶŐŵŝdžƐŚĂůůĐŽŶƐŝƐƚŽĨĂŵŝdžŽĨŽƌŐĂŶŝĐŵĂƚƚĞƌĂŶĚh^ƐĂŶĚƚŽůŽĂŵLJƐĂŶĚĐůĂƐƐŝĨŝĐĂƚŝŽŶĂŶĚŐĞŶĞƌĂůůLJŵĞĞƚƚŚĞĨŽůůŽǁŝŶŐŐƌĂĚĂƚŝŽŶ͗ƐĂŶĚϴϱͲϵϱй͕ǁŝƚŚŶŽŵŽƌĞƚŚĂŶϮϱйŽĨƚŚĞƐĂŶĚĂƐĨŝŶĞŽƌǀĞƌLJĨŝŶĞƐĂŶĚƐ͕ŶŽŵŽƌĞƚŚĂŶϭϱйƐŝůƚĂŶĚĐůĂLJ͕ǁŝƚŚϮϱйĐůĂLJĐŽŶƚĞŶƚ͕ďLJǁĞŝŐŚƚ͘/ĨŽƌŐĂŶŝĐŵĂƚƚĞƌŝŶƚŚĞĨŽƌŵŽĨĐŽŵƉŽƐƚŝƐŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞƵƉƉĞƌŵĞĚŝĂůĂLJĞƌŝƚƐŚĂůůĐŽŵƉƌŝƐĞŶŽŵŽƌĞƚŚĂŶϯй͘/ĨƚŚĞŽƌŐĂŶŝĐŵĂƚƚĞƌĐŽŶƐŝƐƚƐŽĨĂŵĂƚĞƌŝĂůŽƚŚĞƌƚŚĂŶĐŽŵƉŽƐƚ͕ƐƵĐŚĂƐƉĞĂƚ͕ŝƚƐŚĂůůĐŽŵƉƌŝƐĞŶŽŵŽƌĞƚŚĂŶϱйŽĨƚŚĞƵƉƉĞƌŵĞĚŝĂůĂLJĞƌ͘ůƚĞƌŶĂƚŝǀĞůLJ͕ƚŚĞƵƉƉĞƌŵĞĚŝĂůĂLJĞƌŵĂLJďĞĨƌĞĞŽĨŽƌŐĂŶŝĐŵĂƚƚĞƌƚŚĂƚŝƐĚŝƌĞĐƚůLJŵŝdžĞĚǁŝƚŚƚŚĞƐĂŶĚĂŶĚĐŽŵƉŽƐƚŽƌŽƌŐĂŶŝĐŵĂƚƚĞƌŵĂLJďĞůŝŵŝƚĞĚƚŽƐƉĞĐŝĨŝĐƉůĂŶƚŝŶŐůŽĐĂƚŝŽŶƐŽƌĂƚƚŚĞďĂƐĞŽĨŝŶĚŝǀŝĚƵĂůƉůĂŶƚƐ;ƐŝĚĞͲĚƌĞƐƐŝŶŐͿ͘dŚĞŽǀĞƌĂůůƐŽŝůŵĞĚŝĂĂƐŵŝdžĞĚƐŚĂůůďĞůŽǁŝŶƉŚŽƐƉŚŽƌƵƐ;ϰ͘ϬŵŐͬŬŐůŝŵŝƚĨŽƌĂǀĂŝůĂďůĞƉŚŽƐƉŚŽƌƵƐͿ͘o^ŽŝůŵĞĚŝĂƐŚĂůůďĞƚĞƐƚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚŽŶĞŽĨƚŚĞƚĞƐƚŝŶŐŽƉƚŝŽŶƐŝĚĞŶƚŝĨŝĞĚďĞůŽǁ͗ƒKƉƚŝŽŶϭ͗dĞƐƚƚŚĞŽŵƉŽƐƚKŶůLJ͗hƚŝůŝnjĞůŽǁͲƉŚŽƐƉŚŽƌƵƐĐŽŵƉŽƐƚŚĂǀŝŶŐůĞƐƐƚŚĂŶϬ͘ϮйdŽƚĂůWŚŽƐƉŚŽƌƵƐ;dWͿ͕ƵŶĚĞƌƐƚĂŶĚŝŶŐƚŚĞĐŽŵƉŽƐƚŵĂLJŽŶůLJĐŽŵƉƌŝƐĞϯйŽĨƚŚĞŽǀĞƌĂůůďŝŽƌĞƚĞŶƚŝŽŶƐŽŝůŵĞĚŝĂ͘dŚĞƌĞĐŽŵŵĞŶĚĞĚƚĞƐƚƚŽďĞƉĞƌĨŽƌŵĞĚŽŶƚŚĞĐŽŵƉŽƐƚŝƐĂĚŝŐĞƐƚŝŽŶŵĞƚŚŽĚ͕WϯϬϱϬŽƌϯϬϱϭŽƌƐŝŵŝůĂƌŵĞƚŚŽĚ͕ĨŽůůŽǁĞĚďLJWĂŶĂůLJƐŝƐ͘΀dŚŝƐƚĞƐƚĨŽƌΖƚŽƚĂůΖWŝŶĐŽŵƉŽƐƚŝƐĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƚŚĞhŶŝǀĞƌƐŝƚLJŽĨsĞƌŵŽŶƚŐƌŝĐƵůƚƵƌĂůĂŶĚŶǀŝƌŽŶŵĞŶƚĂůdĞƐƚŝŶŐ>ĂďĂŶĚŵĂLJďĞĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƉƌŝǀĂƚĞůĂďŽƌĂƚŽƌŝĞƐ͘΁ƒKƉƚŝŽŶϮ͗dĞƐƚŝŶŐƚŚĞŝŽƌĞƚĞŶƚŝŽŶ^ŽŝůDĞĚŝĂŽƌ'ƌĂǀĞůtĞƚůĂŶĚ^Žŝů͗&ŽƵƌ;ϰ͘ϬͿŵŐͬŬŐŝƐƚŚĞůŝŵŝƚĨŽƌĂǀĂŝůĂďůĞƉŚŽƐƉŚŽƌƵƐ͕ŝŶƚŚĞďŝŽƌĞƚĞŶƚŝŽŶƐŽŝůŵĞĚŝĂŽƌŐƌĂǀĞůǁĞƚůĂŶĚƐŽŝů͕ďĂƐĞĚŽŶƚŚĞDŽĚŝĨŝĞĚDŽƌŐĂŶΖƐƐŽŝůƚĞƐƚ͘΀dŚŝƐƚĞƐƚŝƐĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƚŚĞhŶŝǀĞƌƐŝƚLJŽĨsĞƌŵŽŶƚŐƌŝĐƵůƚƵƌĂůĂŶĚŶǀŝƌŽŶŵĞŶƚĂůdĞƐƚŝŶŐ>ĂďĂŶĚŵĂLJďĞĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƉƌŝǀĂƚĞůĂďŽƌĂƚŽƌŝĞƐ͘dŚĞDŽƌŐĂŶΖƐƐŽŝůƚĞƐƚ͕ĂǀĂŝůĂďůĞŝŶEĞǁzŽƌŬ͕ǁŝůůĂůƐŽƐƵĨĨŝĐĞ͘KƚŚĞƌƐŽŝůƚĞƐƚƐ͕ƐƵĐŚĂƐDĞŚůŝĐŚͲϯ͕ƌĂLJĂŶĚKůƐĞŶĂƌĞŶŽƚĐŽŶƐŝĚĞƌĞĚƚŽďĞĂĐĐĞƉƚĂďůĞŵĞƚŚŽĚƐĨŽƌƚŚŝƐĚĞƚĞƌŵŝŶĂƚŝŽŶ͘΁100+00100+25 100+50 100+75 101+00 101+25 101+50 101+75 102+00 102+25 102+50 102+75 103+00 103+25 103+50 103+75 104+00 104+25 104+50 104+75 105+00 105+25 105+50 105+75185187189191193195197199201203205207209210185187189191193195197199201203205207209210CB #1RIM=206.4INV.=202.4CB #2RIM=207.5INV.=201.6CB #3RIM=206.5INV.=200.8DMH #1RIM=205.8INV. IN=199.5INV. TO CHAMBERS=199.5OUTLET=202.5DMH #2RIM=205.5INV. IN=199.5OUTLET=199.0DMH #3RIM=199±INV. IN=195.5DMH #4RIM=195.5±INV. IN=191.4OUTLET @BASINRISEREX. CATCHBASINPROPOSED CWD WATERMAIN LOCATION- 7'± COVERWATER MAIN/STORMLINE CROSSING- 18" (MIN.) SEPARATIONFINISHGRADEEXISTINGGRADERETAININGWALLBASINDRIVEACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478AS SHOWNC2.2SITE DETAILSCJGPJMDSMNOTES:N.T.S.TYPICAL STORM TRENCHREVISED 12/08/2016ST-003D+2'ST-003 Storm TrenchPAVED6"6"COVER PER PLANAPPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTSSTORM LINE, SEE PLANFOR TYPE AND SIZEPIPE BEDDINGUNDISTURBED SOILOR ROCKTOPSOIL, RAKE,SEED & MULCHUNPAVED1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.7. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE,GRAVEL, OR SAND WITH A MAXIMUM SIZE OF 34". SUBMIT ASAMPLE TO THE ENGINEER FOR APPROVAL.D15104.07SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTS793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT9/27/20199/27/19 CJG LOCAL PERMIT SUBMITTALN.T.S.TYPICAL BIORETENTION AREAN.T.S.TYPICAL CATCH BASIN @ CURBREVISED 6/7/2019ST-002ST-002 Typ CB(SIMILAR WITHOUT CURB)PRECAST MANHOLE STRUCTURESSHALL CONFORM TO ASTM SPEC.C478 (LATEST EDITION)18"SUMPOUTLET PIPE(SEE SPECS/PLAN FOR TYPE & SIZE)12"MAX.24"x24"48" MIN.SEE PLANS6" MIN. CRUSHED GRAVELADJUST TO GRADE w/CONCRETE RISERSBITUMINOUS CONCRETEPAVEMENT (14" / FT. SLOPEMIN.)SET FRAME ON FULLMORTAR BEDLEBARON LK120 (LK120A FOR DESIGN GRADES >5%)C.I. GRATE w/ 3 FLANGED FRAME (OR APPROVEDEQUAL). RIM TO BE SET 1" BELOW NORMAL CROSSSECTION ELEV.)HIGH STRENGTHNON-SHRINK GROUTCONCRETE CURBPRECAST CONCRETE w/MONOLITHIC BASEWATERTIGHT JOINT USING1" MIN. WIDTH FLEXIBLEGASKET (SEAL EXTERIORJOINTS AND LIFT HOLES w/NON-SHRINK GROUT)CAST IN PLACE FLEXIBLESLEEVES OR APPROVEDEQUAL (TYP. ALL PIPES)N.T.S.GRASS LINED DITCHREVISED 10/07/2015ST-014ST-014 Grass Ditch1313EXISTINGGRADETOPSOILEROSION CONTROLMATTING IN DITCHES w/PROFILE GRADESEXCEEDING 5%. STAPLE ASPER MANUF. SPECS.12"MIN.2' MIN.WIDTHN.T.S.TYPICAL STORM MANHOLEREVISED 4/2/2018ST-001ST-001 Typ MHFINISH GRADE48" MIN.SEE SITE PLANS24"6"MIN.12"SUMP4'-0" MIN.BASE AS REQ'D1' TO 4'BARRELSECTION12" MIN.SET FRAME ON FULLMORTAR BED & SEALJOINTADJUST TO GRADE w/PRECAST RISER SECTIONS(BRICKS SHALL NOT BEUSED)WATERTIGHT JOINTSUSING MASTIC OR RUBBERGASKETCOAT EXTERIOR OF ENTIREMANHOLE w/ A WATERTIGHTSEALANT (2 COATS)PRECAST CONCRETE ORPOURED IN PLACE BASESECTION6" MIN. CRUSHED STONEBEDDINGUNDISTURBED SOILOR ROCKPOLYPROPYLENEMANHOLE STEPS@ 8" O.C.CONE SECTION OR 4'ØTRAFFIC COVER (HEAVYDUTY) FOR SHALLOWMANHOLESLEBARON FRAME & COVERLC266 TYPE 'C' OR EQUAL(ADJUST TO MEET FINISHGRADE)CAST IN PLACE FLEXIBLESLEEVES OR APPROVEDEQUAL (TYP. ALL PIPES)N.T.S.STONE LINED DITCHREVISED 08/01/2014ST-012ST-012 Spillway/Stone Ditch3:1SEE GRADING1PLANN.T.S.EMERGENCY SPILLWAYTO BE USED PRIMARILYWHERE SLOPE EXCEEDS5% OR WHERE SHOWN ONPLANS18" TO 24" (SEE GRADINGPLAN)EXISTINGGRADESTABILIZATION FABRICTYPE ISTONE FILLSTONE FILLTYPE I, 12" THICK MIN.TYPE II, 24" THICK MIN.2' MIN.6'12"12" MIN.PLANTING SOIL NOTES(or ASSPECIFIEDON PLANS)(or ASSPECIFIEDON PLANS)2/19/20 CJG LOCAL PERMIT SUBMITTALHORIZONTAL: 1"=40'STORMWATER SYSTEM PROFILEVERTICAL: 1"=4'P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Details-Specs.dwg, 2/18/2020 12:12:34 PM, pmead ACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478AS SHOWNC3.0EROSIONCONTROL NOTESand DETAILSCJGPJME-001 EC SheetIntroductionThis project is subject to the terms and conditions of the authorizationfrom the State of Vermont to discharge construction related storm waterrunoff.Coverage under the State Construction General Permit 3-9020 isrequired for any construction activity that disturbs 1 or more acres ofland, or is part of a larger development plan that will disturb 1 or moreacres.This project has been deemed to qualify as a Low Risk Site which issubject to the erosion prevention and sediment control (EPSC)standards set for in the State of Vermont'sLow Risk Site Handbook for Erosion Prevention and SedimentControlThe following narrative and implementation requirements represent theminimum standard for which this site is required to be maintained asregulated by the State of Vermont.Any best management practices (BMP's) depicted on the project's EPSCSite plan which go beyond the Handbook requirements are consideredto be integral to the management of the site and represent componentsof the municipal EPSC approval for the project which shall beimplemented.The EPSC plan depicts one snap shot in time of the site. Allconstruction sites are fluid in their day to day exposures and risks as itrelates to minimizing sediment loss from the site. It is theresponsibility of the Contractor to implement the necessary BMP'sto comply with the Low Risk Handbook standards outlined on thissheet based on the interim site disturbance conditions which may ormay not be shown on the EPSC Site Plan.Specific BMP's which are critical to allowing the project to be considereda Low risk site include the items checked below:•Limit the amount of disturbed earth to two acres or less at any onetime.•There shall be a maximum of 7 consecutive days of disturbed earthexposure in any location before temporary or final stabilization isimplemented.1. Mark Site BoundariesPurpose:Mark the site boundaries to identify the limits of construction. Delineatingyour site will help to limit the area of disturbance, preserve existingvegetation and limit erosion potential on the site.How to comply:Before beginning construction, walk the site boundaries and flag trees,post signs, or install orange safety fence. Fence is required on anyboundary within 50 feet of a stream, lake, pond or wetland, unless thearea is already developed (existing roads, buildings, etc.)2. Limit Disturbance AreaPurpose:Limit the amount of soil exposed at one time to reduce the potentialerosion on site.Requirements:The permitted disturbance area is specified on the site's writtenauthorization to discharge. Only the acreage listed on the authorizationform may be exposed at any given time.How to comply:Plan ahead and phase the construction activities to ensure that no morethan the permitted acreage is disturbed at one time. Be sure to properlystabilize exposed soil with seed and mulch or erosion control mattingbefore beginning work in a new section of the site.3. Stabilize Construction EntrancePurpose:A stabilized construction entrance helps remove mud from vehiclewheels to prevent tracking onto streets.Requirements:If there will be any vehicle traffic off of the construction site, you mustinstall a stabilized construction entrance before construction begins.How to installRock Size: Use a mix of 1 to 4 inch stoneDepth: 8 inches minimumWidth: 12 feet minimumLength: 40 feet minimum (or length of driveway, if shorter)Geotextile: Place filter cloth under entire gravel bedMaintenance:Redress with clean stone as required to keep sediment from trackingonto the street.4. Install Silt FencePurpose:Silt fences intercept runoff and allow suspended sediment to settle out.Requirements:Silt fence must be installed:•on the downhill side of the construction activities•between any ditch, swale, storm sewer inlet, or waters of the Stateand the disturbed soil* Hay bales must not be used as sediment barriers due to theirtendency to degrade and fall apart.Where to place:•Place silt fence on the downhill edge of bare soil. At the bottom ofslopes, place fence 10 feet downhill from the end of the slope (ifspace is available).•Ensure the silt fence catches all runoff from bare soil.•Maximum drainage area is ¼ acre for 100 feet of silt fence.•Install silt fence across the slope (not up and down hills!)•Install multiple rows of silt fence on long hills to break up flow.•Do not install silt fence across ditches, channels, or streams or instream buffers.How to install silt fence:•Dig a trench 6 inches deep across the slope•Unroll silt fence along the trench•Ensure stakes are on the downhill side of the fence•Join fencing by rolling the end stakes together•Drive stakes in against downhill side of trench•Drive stakes until 16 inches of fabric is in trench•Push fabric into trench; spread along bottom•Fill trench with soil and pack downMaintenance:•Remove accumulated sediment before it is halfway up the fence.•Ensure that silt fence is trenched in ground and there are no gaps.5. Divert Upland RunoffPurpose:Diversion berms intercept runoff from above the construction site anddirect it around the disturbed area. This prevents clean water frombecoming muddied with soil from the construction site.Requirements:If storm water runs onto your site from upslope areas and your sitemeets the following two conditions, you must install a diversion bermbefore disturbing any soil.1. You plan to have one or more acres of soil exposed at any one time(excluding roads).2. Average slope of the disturbed area is 20% or steeper.How to install:1. Compact the berm with a shovel or earth-moving equipment.2. Seed and mulch berm or cover with erosion control mattingimmediately after installation.3. Stabilize the flow channel with seed and straw mulch or erosioncontrol matting. Line the channel with 4 inch stone if the channelslope is greater than 20%.4.Ensure the berm drains to an outlet stabilized with riprap. Ensure thatthere is no erosion at the outlet.5. The diversion berm shall remain in place until the disturbed areas arecompletely stabilized.6. Slow Down Channelized RunoffPurpose:Stone check dams reduce erosion in drainage channels by slowingdown the storm water flow.Requirements:If there is a concentrated flow (e.g. in a ditch or channel) of storm wateron your site, then you must install stone check dams. Hay bales mustnot be used as check dams.How to install:Height: No greater than 2 feet. Center of dam should be 9 inches lowerthan the side elevationSide slopes: 2:1 or flatterStone size: Use a mixture of 2 to 9 inch stoneWidth: Dams should span the width of the channel and extend up thesides of the banksSpacing: Space the dams so that the bottom (toe) of the upstream damis at the elevation of the top (crest) of the downstream dam. Thisspacing is equal to the height of the check dam divided by the channelslope.Spacing (in feet) = Height of check dam (in feet)/Slope in channel (ft/ft)Maintenance:Remove sediment accumulated behind the dam as needed to allowchannel to drain through the stone check dam and prevent large flowsfrom carrying sediment over the dam. If significant erosion occursbetween check dams, a liner of stone should be installed.7. Construct Permanent ControlsPurpose:Permanent storm water treatment practices are constructed to maintainwater quality, ensure groundwater flows, and prevent downstreamflooding. Practices include detention ponds and wetlands, infiltrationbasins, and storm water filters.Requirements:If the total impervious* area on your site, or within the common plan ofdevelopment, will be 1 or more acres, you must apply for a State Stormwater Discharge Permit and construct permanent storm water treatmentpractices on your site. These practices must be installed before theconstruction of any impervious surfaces.How to comply:Contact the Vermont Storm water Program and follow the requirementsin the Vermont Storm water Management Manual. The Storm waterManagement Manual is available at:www.vtwaterquality.org/stormwater.htm*An impervious surface is a manmade surface, including, butnot limited to, paved and unpaved roads, parking areas, roofs,driveways, and walkways, from which precipitation runs off ratherthan infiltrates.8. Stabilize Exposed SoilPurpose:Seeding and mulching, applying erosion control matting, andhydroseeding are all methods to stabilize exposed soil. Mulches andmatting protect the soil surface while grass is establishing.Requirements:All areas of disturbance must have temporary or permanent stabilizationwithin 7, 14, or 21 days of initial disturbance, as stated in the projectauthorization. After this time, any disturbance in the area must bestabilized at the end of each work day.The following exceptions apply:•Stabilization is not required if earthwork is to continue in the areawithin the next 24 hours and there is no precipitation forecast forthe next 24 hours.•Stabilization is not required if the work is occurring in aself-contained excavation (i.e. no outlet) with a depth of 2 feet orgreater (e.g. house foundation excavation, utility trenches).All areas of disturbance must have permanent stabilization within 48hours of reaching final grade.How to comply:Prepare bare soil for seeding by grading the top 3 to 6 inches of soil andremoving any large rocks or debris.Seeding Rates for Temporary StabilizationApril 15 - Sept. 15 --- Ryegrass (annual or perennial: 20 lbs/acre)Sept. 15 - April 15 --- Winter rye: 120 lbs/acreSeeding Rates for Final Stabilization:ChooseMulching RatesApril 15 - Sept.15 -- Hay or Straw: 1 inch deep (1-2 bales/1000 s.f.)Sept.15 - April 15 -- Hay or Straw: 2 in. deep (2-4 bales/1000 s.f.)Erosion Control MattingAs per manufacturer's instructionsHydroseedAs per manufacturer's instructions9. Winter StabilizationPurpose:Managing construction sites to minimize erosion and prevent sedimentloading of waters is a year-round challenge. In Vermont, this challengebecomes even greater during the late fall, winter, and early springmonths.'Winter construction' as discussed here, describes the period betweenOctober 15 and April 15, when erosion prevention and sediment controlis significantly more difficult.Rains in late fall, thaws throughout the winter, and spring melt and rainscan produce significant flows over frozen and saturated ground, greatlyincreasing the potential for erosion.Requirements for Winter Shutdown:For those projects that will complete earth disturbance activities prior tothe winter period (October 15), the following requirements must beadhered to:1. For areas to be stabilized by vegetation, seeding shall be completedno later than September 15 to ensure adequate growth and cover.2. If seeding is not completed by September 15, additionalnon-vegetative protection must be used to stabilize the site for thewinter period. This includes use of Erosion Control Matting or nettingof a heavy mulch layer. Seeding with winter rye is recommended toallow for early germination during wet spring conditions.3. Where mulch is specified, apply roughly 2 inches with an 80-90%cover. Mulch should be tracked in or stabilized with netting in openareas vulnerable to wind.Requirements for Winter ConstructionIf construction activities involving earth disturbance continue pastOctober 15 or begin before April 15, the following requirements must beadhered to:1. Enlarged access points, stabilized to provide for snow stockpiling.2. Limits of disturbance moved or replaced to reflect boundary of winterwork.3. A snow management plan prepared with adequate storage andcontrol of meltwater, requiring cleared snow to be stored down slopeof all areas of disturbance and out of storm water treatment structures.4. A minimum 25 foot buffer shall be maintained from perimeter controlssuch as silt fence.5. In areas of disturbance that drain to a water body within 100 feet, tworows of silt fence must be installed along the contour.6. Drainage structures must be kept open and free of snow and icedams.7. Silt fence and other practices requiring earth disturbance must beinstalled ahead of frozen ground.8. Mulch used for temporary stabilization must be applied at double thestandard rate, or a minimum of 3 inches with an 80-90% cover.9. To ensure cover of disturbed soil in advance of a melt event, areas ofdisturbed soil must be stabilized at the end of each work day, with thefollowing exceptions:• If no precipitation within 24 hours is forecast and work will resumein the same disturbed area within 24 hours, daily stabilization is notnecessary.• Disturbed areas that collect and retain runoff, such as housefoundations or open utility trenches.10. Prior to stabilization, snow or ice must be removed to less than 1inch thickness.11. Use stone to stabilize areas such as the perimeter of buildingsunder construction or where construction vehicle traffic is anticipated.Stone paths should be 10 to 20 feet wide to accommodate vehiculartraffic.10. Stabilize Soil at Final GradePurpose:Stabilizing the site with seed and mulch or erosion control matting whenit reaches final grade is the best way to prevent erosion whileconstruction continues.Requirements:Within 48 hours of final grading, the exposed soil must be seeded andmulched or covered with erosion control matting.How to comply:Bring the site or sections of the site to final grade as soon as possibleafter construction is completed. This will reduce the need for additionalsediment and erosion control measures and will reduce the totaldisturbed area.For seeding and mulching rates, follow the specifications under Rule 8,Stabilizing Exposed Soil.11. Dewatering ActivitiesPurpose:Treat water pumped from dewatering activities so that it is clear whenleaving the construction site.Requirements:Water from dewatering activities that flows off of the construction sitemust be clear. Water must not be pumped into storm sewers, lakes, orwetlands unless the water is clear.How to comply:Using sock filters or sediment filter bags on dewatering discharge hosesor pipes, discharge water into silt fence enclosures installed in vegetatedareas away from waterways. Remove accumulated sediment after thewater has dispersed and stabilize the area with seed and mulch.12. Inspect Your SitePurpose:Perform site inspections to ensure that all sediment and erosion controlpractices are functioning properly. Regular inspections and maintenanceof practices will help to reduce costs and protect water quality.Requirements:Inspect the site at least once every 7 days and after every rainfall orsnow melt that results in a discharge from the site. Perform maintenanceto ensure that practices are functioning according to the specificationsoutlined in this handbook.In the event of a noticeable sediment discharge from the constructionsite, you must take immediate action to inspect and maintain existingerosion prevention and sediment control practices. Any visiblydiscolored storm water runoff to waters of the State must be reported.Forms for reporting discharges are available at:www.vtwaterquality.org/stormwater.htmN.T.S.CONSTRUCTION FENCE DETAILREVISED 08/01/2014E-002E-002 Constr FenceWOOD POST30"18"EXISTING GRADENATIVE MATERIALPLASTIC ORANGECONSTRUCTION FENCEREVISED 08/01/2014E-004E-004 Constr. Ent20' (6m) RROADWAYAASTABILIZED CONSTRUCTION ENTRANCEN.T.S.12'. MIN.50' MIN.SECTION A-ADIVERSION RIDGE REQUIREDWHERE GRADE EXCEEDS 2%ROADWAY2% OR GREATERSPILLWAYFILTER FABRICSANDBAGS ORCONTINUOUS BERM OFEQUIVALENT HEIGHTDIVERSION RIDGESUPPLY WATER TO WASHWHEELS IF NECESSARY2"-3" (50-75mm) COURSEAGGREGATE MIN. 8"(150mm) THICKPLAN VIEWNOTES:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAYREQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TOTRAP SEDIMENT.2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLICRIGHT-OF-WAY.3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITHCRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENTBASIN.NOTE:USE SANDBAGS OR OTHERAPPROVED METHODS TOCHANNELIZE RUNOFF TOBASIN AS REQUIREDREVISED 08/01/2014E-003E-003 Silt FenceN.T.S.SILT FENCE DETAILNOTES:1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN.2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TOCONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPESCREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINALPLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENTWHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BEMAINTAINED UNTIL SLOPES ARE STABILIZED.3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BEOVERLAPPED BY 6", FOLDED AND STAPLED.10'10'2.5'METAL POST4 x 4 WOODPOST SPACING212 X 212 WOOD36" MIN.12" MIN.POST2"8"FILTER FABRIC TO BEMIRAFI 100X OR APPROVEDEQUALFILTER FABRIC TO BECLIPPED, BACKFILLED ANDTAMPED 8" BELOW GRADESTEEL OR WOOD STAKES(SEE CHART AT RIGHT)REVISED 08/01/2014E-005E-005 StockpileTEMPORARY STOCKPILE DETAILN.T.S.TEMPORARY SEEDING & MULCHOR NETTINGSILT FENCE OR HAYBALES INSTALLED ONDOWN GRADIENT SIDEREVISED 08/01/2014E-007E-007 Infilt SectSILT FENCE CONSTRUCTION DETAILN.T.S.2. ATTACH SILT FENCEAND EXTEND IT TOTHE TRENCH.3. STAPLE THE SILTFENCING TO THEEND POSTS.BACKFILL TRENCH.1. SET POSTS AND EXCAVATE A 4"X8" TRENCH, SET POST DOWNSLOPE.ANGLE 10°UPSLOPE FORSTABILITY ANDSELF CLEANINGPOSTSSILTFENCE100°12"MIN.8"COMPACTEDBACKFILLDSM15104.07SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTS793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT9/27/20199/27/19 CJG LOCAL PERMIT SUBMITTAL2/19/20 CJG LOCAL PERMIT SUBMITTALP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Details-Specs.dwg, 2/18/2020 10:01:46 AM, pmead 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.comCIVIL ENGINEERING ASSOCIATES, INC.ACE- Location Map -NOT to SCALEP1SOUTH BURLINGTON, VTPROPOSED PARCEL MERGERUPDATEfor ReviewRECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITYof SOUTH BURLINGTON, VERMONT, AT______________ O'CLOCK ONTHE ______ DAY OF __________, 20_____.ATTEST: ____________________________, CITY CLERKAPPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEWBOARD OF THE CITY of SOUTH BURLINGTON, VERMONT, ON THE_____ DAY OF _____________, 20____, SUBJECT TO THEREQUIREMENTS AND CONDITIONS OF SAID RESOLUTION.SIGNED THIS _____ DAY OF ______________, 20______.BY ___________________________________, CHAIRPERSONPROJECTLOCATIONTo the best of my knowledge and belief this platdepicts the results of a survey conducted by meas described in "Survey Notes" above, basedupon our analysis of land records and evidencefound in the field. Existing boundaries shownare in substantial conformance with the records,except as noted. This plat is in substantialcompliance with 27 VSA 1403, "Recording ofLand Plats". This statement valid only whenaccompanied by my original signature and seal.____________________________________Timothy R. Cowan VT LS 597OTHER PROPERTY LINEIRON ROD / PIPE FOUNDSUBJECT PROPERTY LINE- Legend -IRF/IPFABOVE / BELOW GRADEAB / BGA."ALTA/ACSM Land Title Survey - Burlington Plaza - 935-947 Shelburne Road" datedJanuary 1997 by DuBois & King, Inc. Volume 495 at page 12, South Burlington LandRecords.B. "Lands of Martin's Foods of South Burlington, Inc.- 2 Lot Subdivision" dated June2008 by Lamoureux & Dickinson. Volume 516 at page 2, South Burlington Land Records.C. "McDonald's Corporation, Westwood, Mass., Map of Boundary Survey" dated Sept.1974 by Buck & Pierce. Volume 105 at page 81, South Burlington Land Records.D. "Champlain Water District - Right of Way - Property of Justgold Holding Corp." lastdated January 14, 1971. by Paulsen Associates, Inc. Map Slide 99-7 , South BurlingtonLand Records.E. "Champlain Water District - Transmission Mains Plan & Profile - Shelburne Street toLindenwood Dr. ..." last dated November 19, 1973. by Paulsen Associates, Inc.Champlain Water District files.- Referenced Plats or Plans -RECORD VOLUME & PAGEV.__ P.__CAPPED ROD PROPOSEDCRPCALC. POINT (NO MRKR.)EGTWOVERHEAD ELECTRICNATURAL GASOVHD. TEL/COMM.WATER MAINETCOVERHEAD EL, TEL, COMM9/27/191. Purpose of this survey and plat is to depict the PROPOSED merging of two (2) parcelsof land into one (1) through extinguishing the line between the two. The subject parcelsare:a.) land and premises (currently a filling station) conveyed to PHOENIX2 LLC by deed ofERNEST C. HOECHNER, JR., dated December 31, 2016, and recorded in Volume 1398at Page 34 of the South Burlington Land Records, andb.) land and premises (currently a motel) conveyed to SKIPCO INC. by deed ofCHITTENDEN BANK, dated November 2, 1993, and recorded in Volume 353 at Page508 of the South Burlington Land Records. Other neighboring property lines shown arefor reference purposes only, and MAY be shown approximately.2. Field survey was conducted during January 2017 utilizing an electronic total stationinstrument. Bearings shown are from Grid North, VT. Coordinate System of 1983(Reference Frame NAD83 (2011, Epoch 2010)) based upon our GPS observations at oradjacent to the site.3. Iron pipes found are described hereon with inside diameters; iron rods with outsidediameters. Concrete monuments found are typically 4" square. All monumentation foundwas in "good" to "fair" condition unless otherwise noted. Survey was conducted duringmid-winter conditions so descriptions of markers MAY vary from actual. Proposedmarkers shall typically consist of 58" diameter rebar with aluminum caps marked "CivilEngineering Assocs. - VT LS 597", typically set flush with grade.4. Shelburne Road and Queen City Parkway are public streets or highways with variableright of way widths.5. It is not the intent of this survey to depict all utilities. Any utilities shown hereon do notpurport to constitute or represent ALL utilities located upon or adjacent to the surveyedpremises. Subsurface utilities, if shown are located approximately only, based on surfaceindications and/or available plans.- Survey Notes -NOW or FORMERLYN/FCMFCONC. MON. FOUNDRECORD OWNERS 793 Shelburne Rd.:Phoenix2 LLC (Vol. 1398 Pg. 34) 907 Shelburne Rd.:Skipco, Inc. (Vol. 353 Pg. 508)GRID NORTHSURVEY NOTE 2Lot Areas907 Shelburne Rd. - 0.590 acres (Existing)793 Shelburne Rd. - 0.363 acres (Existing) - 0.953 acres (Combined) OEOEOE OE OEOEOEOEOEOEOEOEOEWWWWWWWWW WWUEG WWWWWWWWWWW W GGGGGGGGGG G GGGGG GGMHMHOEOEST STST ST STDDS SSSSSSSSMHWWW WWWWSSSST ST ST ST SSSEGGGGGGWWWGGGWWWWWWGGGWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGWGGGGGGWWWWWWWGGWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWDDSTDLINDENWOOD DRIVESHELBURNE ROADQUEEN CITY PARK ROADPROPOSEDRETAIL SALES/RESTAURANTARR(5)EXISTINGVEGETATIONTO REMAINEXISTINGVEGETATIONTO REMAINSRISPROPOSEDBIKE RACKSOEOE EEEEEEEEEEEEEEEEEEEEGGGGGDAxC(4)AxC(2)PG(3)ST WSSCKF(25)CSAF(65)CAIH(5)AxCEXISTINGVEGETATIONTO BE REMOVEDPG(4)MPS(5)STSTSTSTSTSTBNH(3)CAIH(6)SRISSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST BNH(3)GGGGGGGGGGGCAIH(9)JBOJBODADE1" = 20'15104.07L-10002/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSEDLANDSCAPEPLANPROGRESS PLANSR.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/19/2020 OEOEOE OE OEOEOEOEOEOEOEOEOEWWWWWWWWWWWUEG WWWWWWWWWWW W GGGGGGGGGG G GGGGG GGMHMHOEOEST STST ST STDDS SSSSSSSSMHWWW WWWWSSSST ST ST ST SSSEGGGWWGGGWWGGGWWWWWWGWWWWWWWWGGGGGGGGGGGGGGWWWWWWGGGWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWDDSTDLINDENWOOD DRIVESHELBURNE ROADQUEEN CITY PARK ROADPROPOSEDRETAIL SALES/RESTAURANTAPPROX. 150' FROMPROPERTY LINE TOCLOSEST EXISTINGSTREET LIGHT TOSOUTHEXISTING STREETLIGHT ORIENTED ONLINDENWOOD DRIVEAPPROX. 85' FROMPROPERTY LINE TOCLOSEST EXISTINGSTREET LIGHT TONORTHLIGHTING AREAINFLUENCED BYFUEL CANOPYLIGHTING ANDINCLUDED ASSEPARATECALCULATIONLEGENDSITE LIGHTCANOPY LIGHTSIGN LIGHTWALL LIGHT1.00 CONTOUR LEVEL (fc)0.50 CONTOUR LEVEL (fc)0.20 CONTOUR LEVEL (fc)JBOJBODADE1" = 20'15104.07L-10102/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSED SITELIGHTING PLANPROGRESS PLANSR.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/19/2020S1S1S2S1S1S1W1W2(3)W2(3)C3C3C3C3C1C1C1C2C2C2C2C2C2C2C2 Shelburne Road Gulf Planting Plan Prepared by T.J. Boyle Associates, LLC February 19, 2020 Trees Qty. Code Scientific Name Common Name Size Spec Remarks Notes Unit Price Installed 5 ARR ACER rubrum 'Red Rocket' Red Rocket Red Maple 2" cal. B&B 250.00$ 3,375.00$ 7 AxC ACER X freemanii 'Celebration' Celebration Maple 3" cal. B&B 290.00$ 5,481.00$ 6 BNH BETULA nigra 'Heritage' Heritage River Birch 2.5" cal. B&B single stem 250.00$ 4,050.00$ 5 MPS MALUS 'Pink Spires' Pink Spires Crabapple 2-2.5" cal. B&B 220.00$ 2,970.00$ 7 PG PICEA glauca White Spruce 7' Ht. B&B 190.00$ 3,591.00$ 2 SRIS SYRINGA reticulata 'Ivory Silk' Ivory Silk Tree Lilac 1.5" cal. B&B tree form 150.00$ 810.00$ Sub-Total 20,277.00$ Shrubs & Grasses Qty. Code Scientific Name Common Name Size Spec Remarks Notes wholesale installed 20 CAIH CORNUS alba ' Ivory Halo' Ivory Halo Dogwood 24" Ht. #7 Cont.45.00$ 2,430.00$ 65 CSAF CORNUS sericea 'Arctic Fire' Arctic Fire Dogwood 24-36" Ht. B&B 4' Spacing 70.00$ 12,285.00$ 25 CKF CALAMAGROSTIS x acutiflora 'Karl Foerster' Happy Returns daylily Clump #2 Cont.12.00$ 810.00$ Sub-Total (NOT INCL. 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JERSEYBARRIER (2)OEOEOEOEOEOEOEOEOEOEOEOEEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. 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SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. GAS CANOPYUEG 40'EASEMENT20'EASEMENT40'EASEMENTEX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4RIM=206.8(SEWER)WWWWWWWWWWWWWWWWWWWWWWWW W EX. RETAININGWALLGGGGGGGGGGG G R.L. VALLEE ACCESSEASEMENT73EX.PAVEMENTPAVEMENTPAVEMENTGREEN SPACENEWGREENSPACEEXISTINGEXISTINGEXISTINGSTORESTORESTORESTORE(TO BEREMOVED)(1,680 s.f.±)EXISTINGFUELCANOPY & MPD'STO REMAIN±11%EX. SWALEEX. SWALE3.3 CMF0.3 BGEX.EX.EX.PAVEMENTPAVEMENTCMFFLUSH1" IPF1.4 BGMHMHMHMHMHMHMHMHEX.EX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGBUILDINGCMF1.0 AG1" IPF0.1 BGDISTRUBEDSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGN9'±177'±138'±59'±126'±126'±125'±125'±138'±LINDENWOOD DRIVESHELBURNE ROADEXISTINGEXISTINGBUILDINGQUEEN CITY PARK ROADHANNAFORD DRIVEEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTELMOTEL(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BE(TO BEREMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)(1,315 s.f. ±)EXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGMOTELMOTEL(TO BE(TO BE(TO BEREMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)REMOVED)(2,310 s.f. ±)(2,310 s.f. ±)PROPOSED CONNECTIONTO ADJACENT PROPERTYPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALKADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENTAND SIDEWALKAPPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197420'20'22'24'1834" REBAR0.3 BGEXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sW WWW±6%±6%194.0+208.0+OEOEOEOEOEOEOEOEOEOEOEOEOE 1.4 BG1.4 BG1.4 BG1.4 BG1.4 BG1.4 BG1.4 BG1" IPF1.4 BG1.4 BG1.4 BG1.4 BG2PROPOSED30" VALVEPROPOSED30" VALVEPROPOSED REALIGNMENTOF CWD WATER MAIN- 30" D.I. CLASS 52OEOE EX. RECREATION PATHEX. RECREATION PATHEX. PEDESTRIANEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN25'REDUCE EXISTINGACCESS FROM±40' TO 24'ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEEREX.PAVEMENTEXISTINGSTOREWATER VALVER VALVE(NOT FOUND)(NOT FOUND)WATER VALVEWATER VALVE(NOT FOUND)(NOT FOUND)ST STST ST ST±8%±8%APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±195 196 198 200 202 207 206 204205206203207MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)NEW CONCRETECURBPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)195197RETAINING WALLw/ RAILING198DDS S198 REDI-ROCK WALL199 193192208197 198 PROPOSEDFENCE207 206206205SSSSSS(NOT FOUND)SMATCH EXISTINGMATCH EXISTINGSMHMHEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSIGNSIGNSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWRE-CONSTRUCTRE-CONSTRUCTRE-CONSTRUCTWEX.PAVEMENTPROPOSEDBIKE RACKSNOWSTORAGESNOWSTORAGE191WFUELFUELW206WWWWWWWWWWWWWWWWWWWWOEOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SSSSSSSSWWWSSSSPROPOSED 6" SDR 35 PVCSEWER CONNECTION w/OIL/WATER SEP.- SLOPE @ 14"/FT. (MIN.)PROPOSED 1" TYPE KCOPPER WATERSERVICETO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWNEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPYOPYCANOPY & MPD'SCANOPY & MPD'STO REMAINTO REMAIN(1,835 s.f.±)TO REMAINTO REMAIN8'5'4'4'5'EPROPOSED UNDERGROUNDELECTRICAL SERVICE LOCATIONPROPOSED SEWERINV. = 202.4±- FIELD VERIFY EXISTING INVERT- COORD. w/ENGINEER & PUBLIC WORKSINV. = 204.4±INV. =204.0±"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGWWGGGWWGGGWWWWWGGWWWWWWWWWWWWWGGGGGGGGGGGGGGWWWWWWWGGGWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGN ANDLAYOUT WITH VTRANSPHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)WAPPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAINx207.9x206.8x206.2x207.5x208.1207.5x207.0x206.8xx206.4207.7x207.3xx207.8x207.2x206.2x206.4206.0x206.0x205.7x±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELFUELEXISTINGEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELEXISTINGCANOPY & MPD'SEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELEXISTINGEXISTINGFUELFUELEXISTINGFUELEXISTINGCANOPY & MPD'SEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'Sx207.5x206.1207.9x207.4x5'5'W CLEANOUTx206.5x206.6x206.6x206.8x207.0x207.5x207.4193.4x193.1x196 204199208208207207207206206206206205205205204204203203203202202202201201201200200200199199198198198197197197196196196196195195194194194193193193192192192191190DDST196195 201202203205DEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSEX. COVERSx207.5EX. COVERS208EX. COVERSx207.5EX. COVERSEX. COVERSEX. COVERSEX. COVERS208SEX. COVERSEX. COVERSDSMCJGPJM1" = 20'15104.07C1.12/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSEDCONDITIONSPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VTZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15NORTH LOT (793 SHELBURNE ROAD)REQUIREDEXISTINGLOT AREA 40,000 S.F.±15,810 S.F.FRONT SETBACK 20' 0'SIDE SETBACK 10' 25'REAR SETBACK 30' 30'BUILDING COVERAGE 40% 11%*LOT COVERAGE 70% 68%LOT FRONTAGE COVERAGE 30% (MAX.) 94%SOUTH LOT (907 SHELBURNE ROAD)REQUIREDEXISTINGLOT AREA 40,000 S.F.±25,700 S.F.FRONT SETBACK 20' 9'SIDE SETBACK 10' 11'REAR SETBACK 30' 59'BUILDING COVERAGE 40% 14%LOT COVERAGE 70% 53%LOT FRONTAGE COVERAGE 30% (MAX.) 68%COMBINEDREQUIREDEXISTINGPROPOSEDLOT AREA 40,000 S.F.±41,510 S.F. ±41,510 S.F.FRONT SETBACK 20' 0' 0'SIDE SETBACK 10' 11' 11'REAR SETBACK 30' 30' 63'BUILDING COVERAGE 40% 17% 10%*LOT COVERAGE 70% 58% 70%LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65%2/19/20 CJG LOCAL PERMIT SUBMITTAL1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE APRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TOSTART OF ANY EXCAVATION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE ANDOPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 FEET. UNLESS NOTED OTHERWISE ALL EXISTING MANHOLES, COVERS, VALVES, CURB STOPSAND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDEREDAS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWNAUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS BASED ON PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEYBURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLANENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION"PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARYSURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED ISCONSISTENT WITH RECORDED DOCUMENTS.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.GENERAL NOTESUTILITY NOTE:EXISTING WATER & SEWER SERVICE LINELOCATIONS ARE APPROXIMATE AND BASED ONAVAILABLE INFORMATION PROVIDED BY THETOWN AND OWNER. UTILITY SIZE AND TYPE AREUNKNOWN. VERIFICATION OF SERVICELOCATIONS AND DEPTHS WILL BE REQUIREDPRIOR TO START OF BUILDING CONSTRUCTIONLOCATION MAP1" = ±4000'BURLINGTONPROJECTLOCATIONSO. BURLINGTONEXIT13SWIFT STBREWER PKWYLINDENWOOD DRQUEENCITYHANNAFORDDR77LAUREL HILL18989LEGENDFMEGSTSTW207EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDEPROPOSED CONTOUR207PROPOSED CURBPROPOSED PAVEMENTPROPOSED ELECTRICx206.6EXISTING SPOT GRADEPROPOSED SPOT GRADE+207.5NOTE:d,/^W>E/^^hD/dd͕t/d,KhdWZ:h/dKWW>/EdΖ^/>/dzdKZ'h&KZd,>>KtEK&ϱDWΖ^͕/EKZZdK&/>/dd/dzZs/tK&KE/d/KE>/D/d/E'd,WZK:ddKϰDWΖ^* BUILDING COVERAGE DOES NOT INCLUDE CANOPYSTSWPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED WATERPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED SHUT OFFPROPOSED SIGNDP:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 2:33:38 PM, pmead PROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK30' REARYARD SETBACK20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACKEX. COVERSEX. ELEC.VAULT.EX. PLANTEREX. PLANTEREX. PLANTEREX. PLANTERW/ SIGNW/ SIGNEX. TRAFFICLIGHT POLEOEOEOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWWWWWWWWWWW WOEOEOEWWOEEX. JERSEYBARRIER (2)OEOEOEOEOEOEOEOEOEOEOEOEEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. GAS CANOPYUEG EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4RIM=206.8(SEWER)WWWWWWWWWWWWWWWWWWWWWWWWW W EX. RETAININGWALLGGGGGGGGGGG G R.L. VALLEE ACCESSEASEMENT73EX.PAVEMENTPAVEMENTPAVEMENTGREEN SPACENEWGREENSPACEEXISTINGFUELCANOPY & MPD'STO REMAIN±11%EX. SWALEEX. SWALEEX.EX.EX.PAVEMENTPAVEMENTMHMHMHMHMHMHMHEX.EX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADEXISTINGEXISTINGBUILDINGQUEEN CITY PARK ROADHANNAFORD DRIVEPROPOSED CONNECTIONTO ADJACENT PROPERTYPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALKADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENTAND SIDEWALKAPPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197420'20'22'24'18EXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sW WWW±6%±6%194.0+208.0+OEOEOEOEOEOEOEOEOEOEOEOEOE 2OEOE EX. RECREATION PATHEX. RECREATION PATHEX. PEDESTRIANEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN25'REDUCE EXISTINGACCESS FROM±40' TO 24'ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEEREX.PAVEMENTEXISTINGSTOREWATER VALVER VALVE(NOT FOUND)(NOT FOUND)WATER VALVEWATER VALVE(NOT FOUND)(NOT FOUND)CB #1RIM=206.4INV.=202.4ST +207.7+207.75+207.75+207.75+207.5+207.5ST207.2+CB #3RIM=206.5INV.=200.8+207.5207.5+207.5+T.O.C.=207.6B.O.C.=207.0207.7 5 + 207.7 5 +207.0+DMH #1RIM=205.8INV.(15"N)=199.5INV.(24"W)=199.5INV.(15"S)=202.5ST ST 207.5+207.5+203.7++197.2ST CB #5RIM=194.5INV.=191.5SUMP=186.5207.2+207.5+±8%±8%APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±195 196 198 200 202 197.8+207 206 204205206203207 T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8B.O.C.=196.2199.1196.6199.3199.1MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)NEW CONCRETECURBPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)195197T.O.W.=202.0B.O.W.=199.0RETAINING WALLw/ RAILINGT.O.W.=203.0B.O.W.=199.0198DDCB #2RIM=207.5INV.=201.6+207.9207.9+S SCB #6RIM=203.6INV.=199.6DMH #2RIM=205.5INV. IN=199.5INV. OUT=199.0198 T.O.W.=194.0B.O.W.=193.0T.O.W.=195.0B.O.W.=193.0INV.=191.0T.O.W.=SLOPESB.O.W.=193.0T.O.W.=SLOPESB.O.W.=193.0REDI-ROCK WALL19912" STORM15" STORM15" STORM15" STORM15" STORM15" STORM12" STORMDMH #1ARIM=206.4INV.(24"E)=199.5INV.(12"SW)=199.2+207.9+208.4+207.9193192208197 198 PROPOSEDFENCE207 206CHAMBERSYSTEM+205.9206205SSSRIM=206.5INV.=200.8CB #3SSS(NOT FOUND)SMATCH EXISTINGMATCH EXISTINGSMHMHEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSIGNSIGNSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWRE-CONSTRUCTRE-CONSTRUCTRE-CONSTRUCTWEX.PAVEMENTPROPOSEDBIKE RACK191CB #4RIM=202.0INV.=195.6SUMP=190.6RISERRIM=192.55' WIDE OVERFLOWTOP STONE=193.25BOTTOM STONE = 192.75WFUELFUELW206WWWWWWWWWWWWWWWWWWWWWWWW+205.9OEOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTST B.O.C.=196.2T.O.C.=196.8T.O.C.=199.3B.O.C.=198.7SSSSSSSSSWSTO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN208.4±T.O.W.=209.5±B.O.W.=201.0±T.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±8'5'4'4'5'EPROPOSED UNDERGROUNDELECTRICAL SERVICE LOCATION"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGWWGGGWWGGGGWWWWWGGWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGN ANDLAYOUT WITH VTRANSPHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)WAPPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAINx207.9x206.8x206.2x207.5x208.1207.5x207.0x206.8xx206.4207.7x207.3xx207.8x207.2x206.2x206.4206.0x206.0x205.7x±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'Sx207.5x206.1207.9x207.4x207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 +5'207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 + 207.7 5 +5'Wx206.5x206.6x206.6x206.8x207.0x207.5x207.4193.4x193.1x196 204199208208207207207206206206206205205205204204203203203202202202201201201200200200199199198198198197197197196196196196195195194194194193193193192192192191190DDST+205.912" STORMDMH #4RIM=195.5±INV.=191.4194.9+194.9 +194.6+196195 203.9 +201202203205+203.5DDMH #3RIM=199.0±INV.=195.5199.56" ROOF DR.B.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±EX. COVERSEX. COVERSEX. COVERSEX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERS209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±T.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSB.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±x207.5B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±B.O.W. SLOPES FROMT.O.W. SLOPES FROM201.0± TO 206.5±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±208EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±x207.5201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±B.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSEX. COVERSSB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±208T.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROM201.0± TO 206.5±EX. COVERSB.O.W. SLOPES FROMEX. COVERSDSMCJGPJM1" = 20'15104.07C1.22/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSEDGRADINGPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/19/20 CJG LOCAL PERMIT SUBMITTALLEGENDFMEGSTSTW207EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDEPROPOSED CONTOUR207PROPOSED CURBPROPOSED PAVEMENTPROPOSED ELECTRICx206.6EXISTING SPOT GRADEPROPOSED SPOT GRADE+207.5COORDINATE FINAL GRADING @CONNECTOR WITH AS-BUILT CONDITIONSOF ADJACENT PROJECTCOORDINATE CONNECTION OFRISER AND GRADING @OVERFLOW WITH AS-BUILTCONDITIONS OF ADJACENTPROJECTSTSWPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED SHUT OFFPROPOSED SIGNNOTE:d,/^W>E/^^hD/dd͕t/d,KhdWZ:h/dKWW>/EdΖ^/>/dzdKZ'h&KZd,>>KtEK&ϱDWΖ^͕/EKZZdK&/>/dd/dzZs/tK&KE/d/KE>/D/d/E'd,WZK:ddKϰDWΖ^P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 2:34:00 PM, pmead PROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACKOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWW WOEOEOEWWOEOEOEOEOEOEOEOEOEOEOEOEOEOEEX. GAS CANOPYUEG WWWWWWWWWWWWWWWWWWWWWWWWW W GGGGGGGGGGG G EX.PAVEMENTPAVEMENTEXISTINGFUELCANOPY & MPD'STO REMAINEX. SWALEEX. SWALEEX.EX.PAVEMENTPAVEMENTMHMHMHMHEX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGEXISTINGBUILDINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADQUEEN CITY PARK ROADEXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sWWWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE EX. RECREATION PATHEX. RECREATION PATH25'EX.PAVEMENTEXISTINGSTOREST STST ST DDS SSSSSSSSMHMHSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWWEX.PAVEMENTWFUELFUELWWWWWWWWWWWWWWWWWWWWWWOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTST"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGWWWGGGWWGGGGWWWWWWWGGWWWWWWWWWWWWWWGGGGGGGGGGGGGGGWWWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SW36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUTDSTDSPROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACKOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWWWW WOEOEOEWWOEOEOEOEOEOEOEOEOEOEOEOEEX. GAS CANOPYUEG WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W GGGGGGGGGGG G EX.PAVEMENTPAVEMENTEXISTINGFUELCANOPY & MPD'STO REMAINEX. SWALEEX. SWALEEX.EX.PAVEMENTPAVEMENTMHMHMHMHEX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGEXISTINGBUILDINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADQUEEN CITY PARK ROADEXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sWWWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE EX. RECREATION PATHEX. RECREATION PATH25'EX.PAVEMENTEXISTINGSTOREST STST ST DDS SSSSSSSSMHMHSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWWEX.PAVEMENTWFUELFUELWWWWWWWWWWWWWWWWWWWWWWOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTST"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSGGGGWWGGGWWGGGGWWWWWGGWWWWWWWWWWWWWGGGGGGGGGGGGGWWWWWWWGGGGWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SW36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUTDSTDSDSMCJGPJM1" = 20'15104.07C1.32/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSED TRUCKTURNINGPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/19/20 CJG LOCAL PERMIT SUBMITTALFIRE TRUCK TURNINGFUEL TRUCK TURNINGNOTE:d,/^W>E/^^hD/dd͕t/d,KhdWZ:h/dKWW>/EdΖ^/>/dzdKZ'h&KZd,>>KtEK&ϱDWΖ^͕/EKZZdK&/>/dd/dzZs/tK&KE/d/KE>/D/d/E'd,WZK:ddKϰDWΖ^P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 2:36:09 PM, pmead PROPOSEDRETAIL SALES/RESTAURANT±4,110 s.f.F.F. ELEV. = 207.7520' FRONTYARD SETBACK30' REARYARD SETBACK20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACKEX. COVERSEX. ELEC.VAULT.EX. PLANTERW/ SIGNEX. TRAFFICLIGHT POLEOEOEOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOERETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/RETAIL SALES/WWWWWWWWWWWW WOEOEOEWWOEEX. JERSEYBARRIER (2)OEOEOEOEOEOEOEOEOEOEOEOEEX. MH#2RIM=206.8(SEWER)EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. GAS CANOPYUEG EX. MH#1RIM=207.4(SEWER)EX. CB#1RIM=206.4RIM=206.8(SEWER)WWWWWWWWWWWW EX. RETAININGWALLGGGGGGGGGG R.L. VALLEE ACCESSEASEMENT73EX.PAVEMENTPAVEMENTPAVEMENTGREEN SPACENEWGREENSPACEEXISTINGFUELCANOPY & MPD'STO REMAIN±11%EX. SWALEEX. SWALEEX.EX.EX.PAVEMENTPAVEMENTMHMHMHMHMHMHMHEX.EX.EX.PAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTPAVEMENTEXISTINGBUILDINGSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNSIGNLINDENWOOD DRIVESHELBURNE ROADEXISTINGEXISTINGBUILDINGQUEEN CITY PARK ROADHANNAFORD DRIVEPROPOSED CONNECTIONTO ADJACENT PROPERTYPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALKADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENTAND SIDEWALKAPPROXIMATE LOCATION OF UTILITIESBASED ON A PLAN ENTITLED "MCDONALD'S CORPORATION WESTWOOD,MASS. MAP OF BOUNDARY SURVEY"PREPARED BY BUCK & PIERCE CIVILENGINEERS DATED SEPTEMBER 197420'20'22'24'18EXISTINGEXISTINGCANOPY w/CANOPY w/CANOPY w/CANCAN(2) MPD's(2) MPD'sW WWW±6%±6%OEOEOEOEOEOEOEOEOEOEOEOEOE 2OEOE EX. RECREATION PATHEX. RECREATION PATHEX. PEDESTRIANEX. PEDESTRIANCROSSWALK MARKINGEX. CONCRETESIDEWALK(±5' WIDE)TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN25'REDUCE EXISTINGACCESS FROM±40' TO 24'ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEEREX.PAVEMENTEXISTINGSTOREWATER VALVER VALVE(NOT FOUND)(NOT FOUND)(NOT FOUND)WATER VALVEWATER VALVE(NOT FOUND)(NOT FOUND)RIM=206.4INV.=202.4ST STCB #3RIM=206.5RIM=206.5INV.=200.8INV.=200.8T.O.C.=207.6B.O.C.=207.0DMH #1DMH #1RIM=205.8INV.(15"N)=199.5INV.(15"N)=199.5INV.(15"N)=199.5INV.(24"W)=199.5INV.(24"W)=199.5INV.(24"W)=199.5INV.(15"S)=202.5INV.(15"S)=202.5INV.(15"S)=202.5EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKST ST ST CB #5RIM=194.5INV.=191.5SUMP=186.5±8%±8%APPROXIMATELOCATION EX. CBRIM=192.3±INV.=184.8±195 196 198 200 202 207 206 204205206203207 T.O.C.=199.3WW T.O.C.=199.3B.O.C.=198.7B.O.C.=198.7T.O.C.=196.8T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2199.1196.6199.3199.1MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)NEW CONCRETECURBPROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)195197T.O.W.=202.0B.O.W.=199.0RETAINING WALLw/ RAILINGT.O.W.=203.0B.O.W.=199.0B.O.W.=199.0198DDCB #2RIM=207.5RIM=207.5INV.=201.6S SCB #6CB #6CB #6CB #6CB #6CB #6RIM=203.6RIM=203.6RIM=203.6RIM=203.6RIM=203.6RIM=203.6INV.=199.6INV.=199.6INV.=199.6INV.=199.6DMH #2DMH #2RIM=205.5RIM=205.5INV. IN=199.5INV. IN=199.5INV. IN=199.5INV. OUT=199.0INV. OUT=199.0INV. OUT=199.0198 T.O.W.=194.0B.O.W.=193.0T.O.W.=195.0T.O.W.=195.0T.O.W.=195.0B.O.W.=193.0INV.=191.0T.O.W.=SLOPESB.O.W.=193.0T.O.W.=SLOPEST.O.W.=SLOPEST.O.W.=SLOPESB.O.W.=193.0B.O.W.=193.0REDI-ROCK WALL19912" STORM12" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM15" STORM12" STORMDMH #1ARIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4RIM=206.4INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(24"E)=199.5INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2INV.(12"SW)=199.2193192208197 198 PROPOSEDFENCE207 206CHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERCHAMBERSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEMSYSTEM206205SSSRIM=206.5INV.=200.8CB #3SSS(NOT FOUND)SMATCH EXISTINGMATCH EXISTINGSMHMHEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSIGNSIGNSIGNSIGNSIGNSHELBURNE ROADSHELBURNE ROADSHELBURNE ROADWRE-CONSTRUCTRE-CONSTRUCTRE-CONSTRUCTWEX.PAVEMENTPROPOSEDBIKE RACK191CB #4RIM=202.0INV.=195.6SUMP=190.6RISERRIM=192.55' WIDE OVERFLOWTOP STONE=193.25BOTTOM STONE = 192.75BOTTOM STONE = 192.75BOTTOM STONE = 192.75WFUELFUELWWWWW206WWWWWWWWWWWWWWWWWWWWWWWOEOEOESSSST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTST B.O.C.=196.2T.O.C.=196.8T.O.C.=199.3B.O.C.=198.7SSSSSSSSSWSTO EXISTINGREC. PATHAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWN- COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTONAPPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±APPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONAPPROX. LOCATIONEX. SEWER SERVICE LINEEX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN- SIZE/TYPE UNKNOWNAPPROX. LOCATIONEX. WATER SERVICE LINE- SIZE/TYPE UNKNOWNT.O.W.=209.5±B.O.W.=201.0±T.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±ORANGE CONSTRUCTIONFENCE TO BE INSTALLEDAROUND PROJECTPERIMETER (TYPICAL)SILT FENCE TO BE INSTALLEDDOWN SLOPE OF ALLDISTURBED AREAS(TYPICAL INSTALLATIONSHOWN)195 ±6%±6%22'195195195 ±6%±6%22'22'22'22'±6%±6%±6%195195195195195195 ±6%±6%±6%22'195195 ±6%±6%±6%±6%22'22'±6%±6%±6%±6%195195 22'±6%±6%±6%±6%±6%195195 22'22'±6%±6%±6%±6%195195195 22'22'22'22'22'22'±6%±6%195195195195195195195195195195195195195195195195 22'22'22'22'22'22'22'22'195195195195195195195 ±6%±6%22'22'195195195195195195195195 ±6%±6%±6%22'22'22'22'22'22'22'22'±6%195195195195195195195 22'22'195195 22'22'195195195195 ±6%±6%±6%22'22'22'22'22'22'22'22'22'195195195195 ±6%±6%±6%22'22'22'22'195195195195195195195195195 22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'195195195195195195195195195 22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%195195195 22'±6%±6%195195195195 ±6%±6%±6%±6%±6%±6%195195195195195195195195 ±6%±6%±6%±6%±6%±6%22'22'22'195195195195195195 ±6%±6%±6%22'22'22'22'22'22'195 ±6%±6%22'195195195195195195 ±6%±6%±6%±6%±6%±6%±6%22'22'22'±6%±6%±6%±6%±6%±6%22'22'22'±6%±6%±6%±6%±6%±6%195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195195195195195195 22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'±6%±6%±6%195 ±6%±6%±6%195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%22'22'195195195195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'195195195195 22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195 22'22'22'22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195195195195195195195195195195195195 22'22'22'22'±6%±6%±6%±6%±6%±6%±6%195195195195195 22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195195 22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'195195195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'195195195195195 ±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%22'22'22'22'22'22'22'22'195195195195195195195195 22'22'22'22'22'22'22'22'22'±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%±6%OEEX. CONC. SIDEWALK207207207207207207 206206EX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206 15" STORMEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK15" STORM15" STORM15" STORM15" STORM206206206206 207 206206206206 207207EX. CONC. SIDEWALK206206206206 207207 SEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207207207207207207207 206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207 206206206206206206206206206206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207 206206206206206206206206206OEOEOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207 206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207 206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207207207207207 206206206206206206206206206 207207207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOEOEOE207207207207207207207207207207207207207207207OEOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK15" STORM206206206206206EX. CONC. SIDEWALK206206206206206EX. CONC. SIDEWALK207207207207 15" STORM15" STORM206206206206206206206206206206206206206 207207207207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOE207207 206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206206206206206206206206 207207EX. CONC. SIDEWALK207 206206206 207 15" STORM15" STORMEX. CONC. SIDEWALK207207207207207207207 206206206206206206 15" STORM15" STORM15" STORM15" STORM207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOE206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOEOEOEOE206206206206206206 207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207207207OEOEOEOEOEOEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207 206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK207207207207207207 206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOE207207207207207207207 206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOE206206206206206206 207207 206206206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206 207207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206 207207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSSEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKOEOEOEOE207207207207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206OEOEOEOEOEOEOEOEOEOEOEOE207207EX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALK206206206206206206206206206206206206206 207207207207207207207207207207207207207207207207207207 206206206206206206206206OEOEEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKEX. CONC. SIDEWALKSTABILIZED CONSTRUCTIONENTRANCE (TYPICAL)STABILIZED CONSTRUCTIONENTRANCE (TYPICAL)202 CATCH BASIN INLETPROTECTION TO BEINSTALLED AT ALLCATCH BASINS8'5'4'4'5'199199199199199199 198198198198198 199.1199.1199.3199.3199.3T.O.C.=199.3T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8T.O.C.=196.8T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2T.O.C.=196.8B.O.C.=196.2T.O.C.=196.8B.O.C.=198.7B.O.C.=198.7T.O.C.=199.3T.O.C.=199.3T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2B.O.C.=196.2T.O.C.=196.8B.O.C.=196.2T.O.C.=196.8B.O.C.=198.7B.O.C.=198.7T.O.C.=199.3T.O.C.=199.3199.3199.3199.1199.3T.O.C.=199.3B.O.C.=198.7T.O.C.=196.8B.O.C.=196.2B.O.C.=196.2199.3199.1199.1199.1199.3199.3199.3198198198198198198198198198198 199199199199199199199199199199 197198198198197197198198197197197197197197197197197197197198198198198198198198198198198198198198198INSTALL EROSION CONTROLMATTING WHERE INDICATEDAND AS NEEDED TOESTABLISH VEGETATIONEXISTING 14" SPRUCETO REMAINEXISTING 16" SPRUCETO REMAIN"NO LEFT TURN"SIGNPROTECT/MAINTAINEX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANSOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE- DETECTABLE WARNINGSURFACE ON LANDING- COORDINATE DESIGN ANDLAYOUT WITH VTRANSPHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)WAPPROXIMATE LOCATION EX.APPROXIMATE LOCATION EX.APPROXIMATE LOCATION EX.APPROXIMATE LOCATION EX.24" Ø CLASS I D.I. WATER MAIN24" Ø CLASS I D.I. WATER MAIN24" Ø CLASS I D.I. WATER MAIN24" Ø CLASS I D.I. WATER MAINSHOWN)EXISTING 14" SPRUCETO REMAINTO REMAIN±37.0'(PER TAX MAPPING)CANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SFUELCANOPY & MPD'SFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGEXISTINGEXISTINGEXISTINGFUELEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGFUELFUELFUELFUELFUELCANOPY & MPD'SEXISTINGFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SEXISTINGFUELFUELFUELCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'SCANOPY & MPD'S5'5'W 196 204199208208207207207206206206206205205205204204203203203202202202201201201200200200199199198198198197197197196196196196195195194194194193193193192192192191190DDST12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORM12" STORMDMH #4DMH #4DMH #4RIM=195.5±RIM=195.5±RIM=195.5±RIM=195.5±INV.=191.4INV.=191.4INV.=191.4196195 201202203205DDMH #3RIM=199.0±INV.=195.5201199.56" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.6" ROOF DR.B.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±B.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±EX. COVERSEX. COVERSEX. COVERSEX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERS209.5± TO 207.0±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±T.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSB.O.W. SLOPES FROMB.O.W. SLOPES FROMT.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±B.O.W. SLOPES FROMT.O.W. SLOPES FROM201.0± TO 206.5±T.O.W. SLOPES FROMEX. COVERS201.0± TO 206.5±208EX. COVERST.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMT.O.W. SLOPES FROMB.O.W. SLOPES FROM209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±B.O.W. SLOPES FROMEX. COVERSEX. COVERSEX. COVERSEX. COVERSSB.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM209.5± TO 207.0±B.O.W. SLOPES FROM201.0± TO 206.5±209.5± TO 207.0±201.0± TO 206.5±201.0± TO 206.5±201.0± TO 206.5±208T.O.W. SLOPES FROM209.5± TO 207.0±T.O.W. SLOPES FROM201.0± TO 206.5±EX. COVERSB.O.W. SLOPES FROMEX. COVERSDSMCJGPJM1" = 20'15104.07C1.42/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSEROSIONCONTROLPLANACER.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT2/19/20 CJG LOCAL PERMIT SUBMITTALCATCH BASIN INLET PROTECTIONN.T.S.PLANCROSS-SECTIONGRAVEL-FILLED SANDBAGS,PACKED TIGHTLY TOGETHERMIN. 6" ABOVE GRADEADDITIONAL BAGS MAY BE NEEDEDTO SEAL JOINTSSANDBAGS FILLED, WITH 1/2"TO 1" CLEAN STONE,PACKED TIGHTLY TOGETHERPAVEMENTSURFACEINSTALL COIR INLETFILTER MAT ONGRATE WITHZIP TIESRELOCATE BAGSWHEN MAXIMUMCATCHMENT OFFLOW IS DESIREDFLOW(W/ COIR MAT)WINTER SEASON (OCTOBER 15TH - APRIL 15TH)EROSION PREVENTION AND SEDIMENT CONTROLNOTES:EROSION PREVENTION AND SEDIMENT CONTROLNOTES:NOTE:d,/^W>E/^^hD/dd͕t/d,KhdWZ:h/dKWW>/EdΖ^/>/dzdKZ'h&KZd,>>KtEK&ϱDWΖ^͕/EKZZdK&/>/dd/dzZs/tK&KE/d/KE>/D/d/E'd,WZK:ddKϰDWΖ^P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 2/19/2020 2:37:02 PM, pmead