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HomeMy WebLinkAboutAgenda 05_SD-22-05_255 Kennedy Dr Lots 13 and 15_SC 180 Market Street, South Burlington, Vermont 05403 | 802-846-4106 | www.southburlingtonvt.gov TO: South Burlington Development Review Board FROM: Marla Keene, Development Review Planner SUBJECT: #SD-22-05 255 Kennedy Drive Lots 13 & 15 Final Plat Application DATE: May 4, 2022 Development Review Board meeting PROJECT DESCRIPTION Final plat application #SD-22-05 of O’Brien Farm Road, LLC for the next phase of a previously approved master plan for up to 490 dwelling units and non residential space as allowable in the zoning district. The phase consists of two (2) five story multi-family residential buildings on Lots 13 and 15 with a total of 251 dwelling units, 1,219 sf of commercial space, and associated site improvements, 255 Kennedy Drive. CONTEXT The Board held a hearing on this application on March 15, 2022. The Board provided feedback to the applicant on staff comments 1 – 8, and continued the hearing for the purpose of allowing the applicant to provide updates regarding comments 1 – 8 and to provide feedback on comments 9 – 18. The applicant provided a limited set of revised materials on April 19. Review of these revised materials is incorporated herein; criterion which Staff considers to have been addressed have been removed from this report. The Board and applicant are encouraged to review the March 15 Staff report and ask questions about any of the items excluded from the below on which they would like additional clarification. COMMENTS On March 15, Staff requested distinct layout, grading and utilities drawings to facilitate detailed review of those elements. When all elements were included on a single sheet, it was difficult to read the plans. Additional comments based on review of the updated plans are integrated into the below. A) 15.18 PUD STANDARDS (3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. On March 15, the Board invoked third party technical review of the traffic analysis and turn lane configuration. BFJ Planning performed this review. Their comments are included in the packet for the Board and summarized as follows. • Trip Generation: BFJ agrees with the applicant’s calculation of trip generation, and highlights that AM peak hour trips for all of Hillside increase by 34 VTE/hour (14.5% increase) based on the applicants November 2021 trip generation memo. The TIS was originally prepared in August 2021 and was not updated to reflect the November trip generation adjustment. • Signal Warrant Analysis: The signal is warranted when the trips on Two Brothers Drive exceeds 100 vph. The projected AM peak traffic volume in the August 2021 TIS is 115 vph, which would be increased by incorporating the trip generation from the November 2021 memo. BFJ recommends monitoring the intersection. Staff notes that since the TIA only considers trips generated by Lots 10 – 15 as a whole, and Lots 12 & 14 are not yet proposed for development, it is unknown whether the current proposal warrants a signal. 1. Instead of monitoring the intersection, Staff recommends the Board require the applicant to prepare an addendum to the TIS to determine whether Lots 10, 11, 13 and 15 result in the signal being warranted. The City does not have a mechanism to require an applicant to construct a signal outside of the Development Review process. • Lane Configuration of Two Brothers Drive: BFJ considers the lane configuration relative to the Lot 13 & 15 driveways to provide adequate queuing distance when the intersection is signalized. (6) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. For Transect Zone subdivisions, this standard shall apply only to the location of natural resources identified in Article XII of these Regulations and proposed open spaces to be dedicated to the City of South Burlington. The Master Plan approved large open space areas in 5 locations. While these open spaces meet this criterion generally, the preliminary plat also required small useable open spaces for each building. The applicant accordingly provided a proposed open space for each lot consisting of a paved patio area with seating, gas grill, and fire pit. The Board included the relevant finding that the applicant must complete the design of on-site open spaces. On March 15, the Board discussed the reduction in size of the ground-level open spaces for this final plat application. In their revised submission on April 19, the applicant indicated they increased the size of the food truck parking area and added an interior planter and has expanded the at-grade patio area between Lot 15 and Kennedy Drive. The area between Lot 15 and Kennedy Drive is shown below. The preliminary plat sketch is on the left and the current proposal is on the right, with the useable are of each highlighted in light purple. The scale is the same, though the viewport is slightly shifted. This space is approximately half of what was approved at preliminary plat. The applicant testified on March 15 that the grading does not allow for the previously proposed open space to be constructed. Staff notes the stormwater pond on the right hand side of the screen is not an approved element of this project, and in fact serves the yet-to-be approved O’Brien Eastview development. Staff considers the quality of open space for this project should not be reduced because of an adjacent yet-to-be approved project. A similar side-by-side comparison of the food truck area is below, with the useable area of each concept highlighted in orange. It appears the reduction here is due to the removal of a previously proposed retaining wall and an expansion of the area proposed for the food truck. Staff recommends the applicant consider how this “food truck” area could be designed to be more clearly separate from the adjacent drive aisle, and how this space, given the very limited number of open spaces on the parcel, could/would have utility when a food truck is not present. The third open space in this final plat application, the space at the corner of Two Brothers Drive and O’Brien Farm Road is similar in size to what was proposed at preliminary plat, though a different configuration. The applicant testified on March 15 that they have increased the interior common spaces. On both Lots 13 and 15, a side by side comparison concludes that the interior common spaces are approximately the same as compared to preliminary plat. 2. While each of these changes taken individually may not represent a major change to the project, as previously noted by Staff, the applicant has increased the number of units proposed for the buildings on Lots 13 and 15 by thirty and reduced the ground-level open spaces. Staff recommends the Board revisit the discussion of sufficiency of small open spaces in proximity to the buildings. 3. On the side of Lot 15 facing Kennedy Drive, there is an exterior door that enters into a small (appx 12’ x 12’) room with no other entries. Staff recommends the Board ask the applicant to clarify the use of this space. (8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. For Transect Zone subdivisions, this standard shall only apply to the location and type of roads, recreation paths, and sidewalks. (9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. For Transect Zone subdivisions, this standard shall only apply to the location and type of roads, recreation paths, and sidewalks. On the side of the building on Lot 15 facing Kennedy Drive, there is a concrete walkway which transitions into an asphalt sidewalk. The grading plans shows a gap at the end of the concrete section. Staff recommends the Board require the applicant to correct this grading without changing the configuration of the walkway or sidewalk as a condition of approval. The findings of the preliminary plat pertaining to lighting are as follows. The applicant is proposing 20-ft high metal light poles in the parking areas, and light fixtures consistent with City standards on the roadways. They have provided a photometric drawing indicating an average of 1.06 foot-candles, but have included the areas of the stormwater treatment practices, in which no lights are proposed and which are shielded from the lighted areas by the proposed buildings, in their calculation. The Board finds that the applicant must submit at the next stage of review an updated photometric plan, omitting areas outside of the multifamily development parcels, and outside the stormwater areas within the multifamily development parcels, from the calculation of average illumination. The updated plan must also provide a smaller grid spacing to allow evaluation of spillover beyond property lines. The applicant has provided a revised lighting plan indicating an average of 1.23 foot-candles in the parking areas and 0.75 foot-candles in the roadway. Maximum illumination in parking areas is 15.2 foot- candles, and on the roads is 4.1 foot-candles. The applicant also indicates maximum illumination level is 40.3 foot-candles. LDR A.9 limits maximum illumination at ground level to 3 foot-candles. While the Board typically affords some flexibility in the maximum illumination in the immediate proximity of fixtures, 40.3 foot-candles is extremely bright compared to a typical parking lot maximum of 8 – 9 foot- candles, and a typical canopy area of 12 – 15 foot-candles. 4. This criterion is not met. Staff recommends the Board require the applicant to revisit their lighting the plan and present the Board with a viable update. LDR A.10 limits indirect illumination at ground level to 0.3 foot-candles. This limit is typically applied to the property line. The photometric drawing omits property lines therefore compliance with LDR A.10 cannot be evaluated. The applicant has provided a written statement that building mounted lights are adjacent and above doorways and will be less than 30-ft above average grade. The criteria is “Light sources on structures shall not exceed thirty (30) feet;” average grade does not come into play. Staff recommends the Board require the applicant to locate building mounted lights within 5-ft of the top of doorways in order to prevent the effect being that of a flood light. Finally, the applicant has proposed building mounted fixtures with upward facing lighting, which is prohibited. 5. Staff recommends the Board require the applicant to address the deficiencies in the lighting plan prior to closing the hearing. B) SITE PLAN REVIEW STANDARDS 14.06B(2) Parking Parking minimum are addressed in 13.01. 0.75 spaces are required per dwelling unit for studio and one- bedroom units, and 1.5 spaces per dwelling unit for units with two bedrooms and above. In addition, 0.75 spaces are required for every 4 units, as long as no more than one parking spaces is reserved per dwelling unit. The purpose of the additional 0.75 spaces is to accommodate guest parking. Based on a provided table of dwelling units, the applicant is proposing 198 studio and one bedroom units 53 two bedroom units Guest parking for 251 units 275 Total required spaces The applicant has provided 264 on-site parking spaces, which is less than the required minimum. For reference, the applicant proposed only 221 units at preliminary plat, which, depending on the bedroom count, could have required fewer parking spaces. Staff therefore considers this application to be contingent on the concurrent site plan and conditional use application for parking on Lot 17. 14.06C 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. (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. The Board engaged in an extensive discussion of these criteria on March 15, noting that the new elevations are plainer than those provided at preliminary plat. Particular emphasis was placed by the Board on providing window headers to make the building have a more sculptural, as compared to a massive, appearance. A side-by-side-by-side comparison of the central tower on Lot 15 facing Kennedy Drive, first as presented at preliminary plat, second as presented on March 15, and third as presented now, is provided below. Viewports and scales are approximately the same. Staff has provided this view because it includes the most elements in single view, but the analysis is applicable to all street-facing facades of both Lots 13 and 15. Some of the elements the Board discussed, particularly adding headers to windows in the brick and fiber cement siding (as distinct from fiber cement panel) portions have been modified. The applicant has slightly increased glazing on the tower at ground level (this is the location of the open space facing Kennedy Dr.) However, Staff continues to consider the reduction in variability of glazing, and the removal of garage openings to represent a reduction in the interest in the elevations compared to what was presented at preliminary plat and what was recently given final plat approval on Lots 10 and 11 (See pages 13 - 16 of the approved plans for Lots 10 and 11). Staff notes the Board made approval of height and setback waivers contingent on provision of final architectural elevations consistent with those represented at preliminary plat. As a refresher, preliminary findings pertaining to the compliance of each lot with this criterion and the criteria of 14.06A and 14.06B follows. All Lots The applicant’s initial submission represented buildings with the same architecture as one another, entry towers at all six buildings, and parking garages along at least one street facing façade for each building. During the preliminary plat hearings, the applicant provided supplemental testimony and exhibits to respond to Board feedback on this and the criteria of 14.06A and 14.06B. This testimony indicated the applicant’s approach to creating an attractive and activated street presence for each building by creating an engaging street presence. This was proposed to be done through modifications to the buildings and surrounding streetscape, to include the following. • a “theme and variation” approach to the entry towers, with similar exterior architecture but differing interior treatments visible through the tower windows. • slatted ventilation and decorative inserts to screen street-level garage openings • an entrance into street level common space near the center of the garage where it faces on a street • landscape architectural elements including seating, information kiosks • vegetation to include trees, grasses and planters • complimentary entrances at the main four-way intersection to include short term bicycle parking, flush granite curbing, seat walls, raised planting beds, bench seating, and landscaping • interior common spaces • walkways, including suspended decks and boardwalks along Kennedy Drive • Where parking garages make up the street-level façade, the applicant has proposed a small common room, approximately the size of 1.5 parking spaces, with street-level entry, on each façade. 6. Staff recommends the Board direct the applicant to significantly increase the variability of glazing and, if creating penetrations into the garage space is no longer viable, significantly improve the appearance of the garage walls. The preliminary plat placed special emphasis on providing a visual or functional transition along the façade of the building facing Two Brothers Drive where the grade drops away from the entry tower to the leasing office in the opposite corner. The specific finding is as follows. The southwest elevation along Two Brothers Drive consists of an entry tower at the west corner, and then grade drops away to the leasing office. The space in between consists of openings into the parking garage. The building is located more than 20 feet from the back of sidewalk along this blank wall. The Board finds that the applicant should place particular emphasis on providing a visual or functional transition along this façade. Staff interprets this finding to leave open whether the “particular emphasis” should be architectural or landscaping. The applicant has provided a row of shrubs in this area, highlighted in yellow in the below screen shot. The below images show first the preliminary plat and second the current proposal. 7. Staff recommends the Board discuss whether the requirements established by the Board are met. 14.07 Specific Review Standards D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. With the exception of the area of landscaping which was clipped from the edge of the plans mentioned above, March 15 Staff comments on landscaping focused on landscaping value. The applicant estimates building cost to be approximately $47,825,950, resulting in a required minimum landscaping value of $485,759.50. As noted above pertaining to open spaces, the applicant has made some modifications to the previously provided landscaping plan, but has not updated the schedule of proposed landscaping value. 8. Since the previous submission resulted in a landscaping value deficiency, Staff recommends the Board require the applicant to update the landscaping schedule of values. 9. Further, since the applicant is providing so little open space, Staff recommends the Board consider declining to allow concrete paver costs as contributing towards the required minimum landscaping value, and instead requiring the applicant to use that cost to create more interest along the garage fronts, specifically in the locations of walkways and sidewalks, potentially in the form of artwork or wall-mounted landscaping. Staff considers the removal of concrete pavers and substitution of standard concrete would be more than offset by the additional interest along the garage walls. 13.06B(2) requires 10% of interior parking lots containing more than 28 spaces to be landscaped. The Board found at preliminary plat that the applicant must to meet this criterion for each parking lot rather than overall. The applicant has provided an exhibit in which they aggregate all the parking on Lots 13, 15 and 17 for the purpose of meeting this requirement. 10. Given that the parking on Lot 17 is not part of this master plan and is subject to separate site plan and conditional use review, Staff recommends the Board discuss whether they will allow the calculation as proposed, or whether the Board will allow the applicant to aggregate the parking on Lots 13 and 15 but not the parking on Lot 17. If the Board does not allow aggregation of interior parking lot landscaping between all three Lots, the Board should require the applicant to provide a revised calculation demonstrating whether this criterion is met. 11. 13.06B(3) requires interior planted islands to have a minimum dimension of six (6) feet on any one side, and a minimum square footage of sixty (60) square feet. Large islands are encouraged. Staff considers the Board should require the applicant to revise interior parking lot landscaping to meet this criterion or to exclude parking lot islands not meeting this minimum dimension from contributing to the required 10% interior parking lot landscaping. 13.06B(4)(b) requires one shade tree for every five parking spaces. Such trees are required to be placed evenly throughout the parking lot. Since this application depends on the parking on Lot 17 for meeting the minimum parking requirements, Staff considers it would not be inappropriate for the Board to consider this criterion on an overall parking lot basis rather than parcel by parcel. Taken on an overall basis, 39 shade trees are provided supporting 144 surface parking spaces. 29 trees are required. 12. Some of the shade trees are in planted islands significantly less than 6-ft in width and may have a low chance of survival. Staff recommends the Board revisit this criterion once planting islands are revised to meet minimum dimensions. 13. 13.06B(4)(c) requires a minimum caliper of 2 ½ inches for trees when planted. Some of the proposed trees are 2 – 2.5” caliper. Staff recommends the Board require the applicant to increase the minimum tree size. C) OTHER 13.14 Bicycle Parking At preliminary plat, the Board found this criterion should be evaluated on a lot by lot basis. Minimum required bicycle spaces are as follows. Lot # of Units SF Commercial Required short term spaces Required Long Term Spaces Required Clothes Lockers 13 124 1,219 14 126 1 15 127 0 13 127 0 Short Term Bicycle Parking The Board found at preliminary plat that the applicant must demonstrate that the racks support two bicycles each in accordance with the standards of 13.14B(2), and meet the minimum spacing and location requirements of 13.14B(2) and Appendix G, including distribution around principal entrances, at final plat. The applicant has proposed a group of six bicycle racks near the corner of Two Brothers Drive and O’Brien Farm Road, providing parking for twelve bicycles. Five racks, providing parking for ten bicycles, are located on Lot 13 between the two buildings. Three racks, providing parking for six bicycles, are located on the Kennedy Drive side of the building on Lot 15. Though the required minimum is not provided on Lot 15, given the location of the group of racks between the two buildings, Staff considers short term bicycle parking to be adequate and recommends the Board consider short term bicycle parking requirements to be met. Long Term Bike Storage The provided architectural plans show bicycle storage in the parking garages. 14. On Lot 13, there are two indoor bike parking areas, one for 47 bikes and one for 62 bikes, totaling 109 bikes. 126 are required. Staff recommends the Board require the applicant to revise the plan to meet the required minimum long-term bike parking without reducing interior common space availability. 15. It appears there may be clothes lockers in the 62-bike room on Lot 13, but no label is provided. Staff recommends the Board ask the applicant to clarify. On Lot 15, there are three indoor bike parking areas, providing for 128 bikes, plus an additional 8 spaces for e-bike storage. Bicycle parking is met for Lot 15. Recommendation Staff recommends the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, P.E. Development Review Planner 0" / 342.50 BASEMENT T.O. SLAB 12' -0" / 354.50 LEVEL 1 T.O. SHEATHING 23' -1 7/8" / 365.66 LEVEL 2 T.O. SHEATHING 34' -3 3/4" / 376.81 LEVEL 3 T.O. SHEATHING 45' -5 5/8" / 387.97 LEVEL 4 T.O. SHEATHING 55' -1 1/2" / 397.63 ROOF BEARING 59' -0" / 401.50 PARAPET LOW 61' -0" / 403.50 PARAPET MID 65' -0" / 407.50 BUILDING HEIGHT 12' - 0"11' - 1 7/8"11' - 1 7/8"11' - 1 7/8"9' - 7 7/8"3' - 10 1/2"2' - 0"4' - 0"6' -0 161/256" / 348.55 AVERAGE GRADE PLANE BRICK VENEER SINGLE HUNG VINYL WINDOW FIBER CEMENT BATTEN FIBER CEMENT PANEL ALUMINUM COPING ON FIBER CEMENT TRIM BOARD BRICK ROWLOCK BRICK SOLDIER COURSE VINYL SLIDING DOOR METAL MESH GUARDRAIL FIBER CEMENT PANEL BRICK ROWLOCK FIBER CEMENT SIDING ALUMINUM COPING ON FIBER CEMENT TRIM BOARD FIBER CEMENT BATTEN AND PANEL BRICK SOLDIER COURSE FIBER CEMENT BATTEN PAINTED HOLLOW METAL DOOR WITH LITE ALUMINUM CANOPY JUIET BALCONY DECORATIVE SCREENSTEEL LOUVER ALUMINUM STOREFRONT SYSTEM 9' - 10 1/2"WEST ELEVATION 1WEST ELEVATION 2INSET BRICK PORTAL 0" / 342.50 BASEMENT T.O. SLAB 12' -0" / 354.50 LEVEL 1 T.O. SHEATHING 23' -1 7/8" / 365.66 LEVEL 2 T.O. SHEATHING 34' -3 3/4" / 376.81 LEVEL 3 T.O. SHEATHING 45' -5 5/8" / 387.97 LEVEL 4 T.O. SHEATHING 55' -1 1/2" / 397.63 ROOF BEARING 59' -0" / 401.50 PARAPET LOW 61' -0" / 403.50 PARAPET MID 65' -0" / 407.50 BUILDING HEIGHT 4' - 0"2' - 0"3' - 10 1/2"9' - 7 7/8"11' - 1 7/8"11' - 1 7/8"11' - 1 7/8"12' - 0"6' -0 161/256" / 348.55 AVERAGE GRADE PLANE BRICK VENEER FIBER CEMENT SIDING ALUMINUM COPING ON FIBER CEMENT TRIM BOARD BRICK ROWLOCK FIBER CEMENT BATTEN AND PANEL BRICK SOLDIER COURSE BRICK VENEER VINYL WINDOW FIBER CEMENT BATTEN FIBER CEMENT PANEL ALUMINUM COPING ON FIBER CEMENT TRIM BOARD BRICK ROWLOCK BRICK SOLDIER COURSE VINYL SLIDING DOOR METAL MESH GUARDRAIL JULIET BALCONY SINGLE HUNG VINYL WINDOW INSET BRICK PORTAL9' - 10 1/2"WEST ELEVATION 1WEST ELEVATION 2DECORATIVE SCREEN 300 West Summit Avenue, Suite 210 Charlotte, North Carolina 28203 704.786.2328 www.bsbdesign.com REVISIONS THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES. 21-11-23 - DRB SUBMISSION - NOT FOR CONSTRUCTION JOB NO: MR 200301.00 DRAWN: PR, CG CHECKED: TS A-2.23HILLSIDE @ O'BRIEN FARMS - LOT 15TWO BROTHERS DR.SOUTH BURLINGTON, VERMONTISSUE DATE: 21-11-23 ELEVATIONS 3/32" = 1'-0"1 WEST ELEVATION 1_ 3/32" = 1'-0"2 WEST ELEVATION 2_ 0" / 352.50 BASEMENT T.O. SLAB 12' - 0" / 364.50 LEVEL 1 T.O. SLAB 23' - 1 7/8" / 375.66 LEVEL 2 T.O. SHEATHING 34' - 3 3/4" / 386.81 LEVEL 3 T.O. SHEATHING 45' - 5 5/8" / 397.97 LEVEL 4 T.O. SHEATHING 55' - 1 1/2" / 407.63 ROOF BEARING 59' - 0" / 411.50 PARAPET - LOW 61' - 0" / 413.50 PARAPET - MID 65' - 0" / 417.50 BUILDING HEIGHT 4' - 0"2' - 0"3' - 10 1/2"9' - 7 7/8"11' - 1 7/8"11' - 1 7/8"11' - 1 7/8"12' - 0"6' - 0 61/256" / 358.52 AVERAGE GRADE PLANE BRICK VENEER SINGLE HUNG VINYL WINDOW FIBER CEMENT SIDING FIBER CEMENT BATTEN FIBER CEMENT PANEL VINYL SLIDING DOOR METAL MESH GUARDRAIL ALUMINUM COPING ON FIBER CEMENT TRIM BOARD BRICK ROWLOCK FIBER CEMENT BATTEN AND PANEL JULIET BALCONY STEEL LOUVER 9' - 10 1/2"DECORATIVE SCREEN 0" / 352.50 BASEMENT T.O. SLAB 12' - 0" / 364.50 LEVEL 1 T.O. SLAB 23' - 1 7/8" / 375.66 LEVEL 2 T.O. SHEATHING 34' - 3 3/4" / 386.81 LEVEL 3 T.O. SHEATHING 45' - 5 5/8" / 397.97 LEVEL 4 T.O. SHEATHING 55' - 1 1/2" / 407.63 ROOF BEARING 59' - 0" / 411.50 PARAPET - LOW 61' - 0" / 413.50 PARAPET - MID 65' - 0" / 417.50 BUILDING HEIGHT 4' - 0"2' - 0"3' - 10 1/2"9' - 7 7/8"11' - 1 7/8"11' - 1 7/8"11' - 1 7/8"12' - 0"6' - 0 61/256" / 358.52 AVERAGE GRADE PLANE BRICK VENEER VINYL WINDOW FIBER CEMENT SIDING FIBER CEMENT BATTEN FIBER CEMENT PANEL VINYL SLIDING DOOR METAL MESH GUARDRAIL ALUMINUM COPING ON FIBER CEMENT TRIM BOARD BRICK ROWLOCK FIBER CEMENT BATTEN BRICK SOLDIER COURSE FIBER CEMENT PANEL BRICK ROWLOCK ALUMINUM CANOPY ALUMINUM STOREFRONT SYSTEM PAINTED HOLLOW METAL DOOR WITH LITE ALUMINUM STOREFRONT SYSTEM ALUMINUM DOWNSPOUT ALUMINUM CANOPY BRICK ROWLOCK JULIET BALCONY 9' - 10 1/2"DECORATIVE SCREEN 300 West Summit Avenue, Suite 210 Charlotte, North Carolina 28203 704.786.2328 www.bsbdesign.com REVISIONS THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES. 21-11-23 - DRB SUBMISSION - NOT FOR CONSTRUCTION JOB NO: MR 200301.00 DRAWN: PR, CG CHECKED: TS A-2.01HILLSIDE @ O'BRIEN FARMS - LOT 13TWO BROTHERS DR.SOUTH BURLINGTON, VERMONTISSUE DATE: 21-11-23 ELEVATIONS 3/32" = 1'-0"1 NORTH ELEVATION_ 3/32" = 1'-0"2 SOUTH ELEVATION_ 10' paved pathLot 10 Area = 0.9 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 LOTS 13 & 15 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 14 Area = 1.1 ac Lot 12 Area = 1.6 ac Lot 13 Area = 2.1 ac Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac Lot 16 Area = 6.7 ac Lot 11 Area = 1.2 ac Gravel Wetland #1 Gravel Wetland #2 8 Spaces29 Parking Spaces 32 Parking Spaces New Bike Rack New Bike Rack Snow Storage Snow Storage Snow Storage Screened Trash/ Recycling Screened Trash/ Recycling 8' concrete sidewalk 10' con c r e t e s i d e w a l k10' concrete sidewalk8' paved path 5' concrete sidewalk 5' concrete sidewalk5' concrete sidewalk 5' concrete sidewalk5' concrete sidewalkLot 18 Area = 0.56 ac Snow Storage Note: Lot 12 & 14 permanent improvements are shown for schematic purposes Temporary gravel pedestrian path during construction New Bike Rack New Bike Rack Screened Trash/ Recycling Snow Storage, including temporary storage in paved areas Snow Storage Snow Storage 8 Spaces 9 Spaces 9 Spaces 7 S p a c e s 10 S p a c e s 8 Spaces 9 Spaces9 Spaces18 Spaces18 Spaces5 Spaces14 Spaces8 Spaces6 Spaces4 Spaces2 S p a c e s Proposed 124 Unit Building Proposed 127 Unit Building 5.6' setback New Bike Rack HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE MATERIALS PLAN LOT 13 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com LOTS 13 & 15 35' x 25' Screened Trash/ Recycling Pad 3, 12' wide swing gates Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac SEE SHEET C-4 Proposed 124 Unit Building 5.6' setback New paved parking New paved parking New paved driveway New paved parkingScored concrete. Refer to Landscape plan. New paved driveway New concrete curb New concrete curb New concrete sidewalk New stairs New concrete sidewalk New concrete entrance New concrete curb 10' con c r e t e w a l k New 5' concrete walkNew 5' concrete walkNew 5' concrete walk Ne w 5 ' c o n c r e t e w a l k New bike rack New bike rack New patio amenity. Refer to landscape plan New ramp New ramp New stairsNew stairs New retaining wall New retaining wall New patio amenity. Refer to landscape plan 15" HDPE s=0.089New 1 5 " H D P E s = 0 . 0 2 1 New 1 5 " H D P E s = 0. 0 8 6New 1 5 " HD PE s= 0 . 0 39 New 12" HDPE s=0.06New 12" HDPE s=0 . 0 1 New 15" HDPE s= 0 . 0 1New 1 8" HDPE s= 0 . 1 2 New 1 8 " H D P E s = 0 . 1 0 7 New 18" HDPE s=0.033 New 15" HDPE s=0.01 New 1 5 " H D P E s=0.01 Ne w 1 5 " H D P E s = 0 . 0 1 New 1 5 " HD PE s = 0 . 0 5 4 New 15" HDPE s=0.02New 15" HDPE s=0.052New 15" HDPE s=0 .043 New 1 5 " H D P E s = 0 . 0 2 1 New 12" HDPE s=0.057New 15"HDPE s=0.01New 15"HDPE s=0.01New 12" HDP E s = 0 . 0 0 5 New 15" HDPE s=0.032New 15" HDPE s=0.022 New 15" HDPE s=0.026 Screened Trash/ RecylcingNew 15" HDPE s=0.006New 15" HDPE s=0.0 1 New 1 5 " H D P E s =0. 0 4 3 Ne w 1 2 " H D P E s = 0 . 0 3 New 12" HDPE New g a s s e r v i c e New gas serviceNew 12" HDPEs=0.03New Bike RackNew 12" HDPE s=0.057New 12" HDPE s=0.097New 15" HDPE s=0.091New Transformer New Transformer New Gas meter New Gas meter New gate valve, cap, stub, thrust block, and witness for 8" water main. New Hydrant assembly New 8" x 8" x 8" tee, thrust block and gate valve. New 8" water stub with cap, trhust block and witness New Hydrant assembly New 8" x 8" x 8" tee, thrust block and gate valve. New 6" D.I. Cl 52 fire and 4" D.I. domestic water service to building. Connect to Phase 1 stub. Coordinate with mechanical plans.4"6"New 6"x4" tee with respective gate valves6"4"New 6" D.I. Cl 52 fire and 4" D.I. domestic water service to building. Connect to Phase 1 stub. Coordinate with mechanical plans. New 6"x4" tee with respective gate valves New CB Rim 367.3 Inv. in 361.42 Inv. out 361.33 Inv. ud 364.3 New CB Rim 348.25 Inv. in 343.25 Inv. out 343.15 New CB Rim 353.8 Inv. in 349.05 Inv. out 348.95 New CB Rim 360.4 Inv. in 355.65 Inv. out 355.55 New CB Rim 363.05 Inv. in 358.3 Inv. out 358.2 New CB Rim 364.5 Inv. out 360.0 New CB Rim 355.15 Inv. in 349.78 Inv. out 349.68 New CB Rim 359.8 Inv. in 354.48 Inv. out 354.38 New CB Rim 364.6 Inv. in 358.84 Inv. out 358.74 New CB Rim 359.55 Inv. out 355.05 New CB Rim 356.7 Inv. in 351.95 Inv. out 351.85 New CB Rim 359.55 Inv. out 355.05 New CB Rim 365.75 Inv. out 361.25 New CB Rim 372.8 Inv. in 367.91 Inv. out 367.81 Inv. ud 368.66 New CB Rim 372.9 Inv. out 368.15 Inv. ud 368.9 New CB Rim 370.9 Inv. in 366.15 Inv. out 366.05 Inv. ud 366.9 New CB Rim 370.9 Inv. in 365.9 Inv. out 365.8 Inv. ud 366.65 CB#61 Rim 362.13 Inv. in 357.38 Inv. out 357.28 Inv. ud 358.13 CB#64 Rim 353.05 Inv. out 346.51 4' deep sump. CB#66A Rim 346.3 Inv. in 340.35 Inv. out 341.6 Use 4' deep sump Rim 339.60 Inv. in 334.85 Inv. out 333.85 (infiltration) Inv. out 335.35 4' deep sump. New CB Rim 363.1 Inv. in 359.4 Inv. out 359.3 New CB Rim 367.2 Inv. out 362.45 Inv. ud 363.2 New CB Rim 364.33 Inv. in 359.58 Inv. out 359.48 Inv. ud 360.33 New CB Rim 362.33 Inv. out 357.58 Inv. ud 358.33 New CB Rim 355.20 Inv. in 350.45 Inv. out 350.35 New CB Rim 361.25 Inv. in 356.5 Inv. out 356.4 New CB Rim 363.1 Inv. out 359.6 New CB Rim 352.1 Inv. in 348.25 Inv. out 348.15 NewDMh Rim 350.0 Inv. in 345.75 Inv. out 345.65 New CB Rim 344.4 Inv. in 339.9 Inv. out 339.8 New CB Rim 352.0 Inv. out 348.0 New 45° bends with thrust blocks. NewDMh Rim 349.6 Inv. in 343.45 Inv. out 343.35 New 10" PVC Roof Drain. Coordinate with mechanical plans (typical all roof drains) New 10" PVC Roof Drain 2, New 10" PVC Roof Drains New 10" PVC Roof DrainNew 15" HDPE s=0.085New CB Rim 366.25 Inv. in 361.8 Inv. out 361.7 New CB Rim 366.25 Inv. in 362.0 Inv. out 361.9 New 10" PVC Roof Drain Ne w 1 5 " H D P E New 15 " H D P E s=0.07New 15" HDPE s=0.005New 15" HDPEs=0.01HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3.1 SITE UTILITIES PLAN LOT 13 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com LOTS 13 & 15 35' x 25' Screened Trash/ Recycling Pad 3, 12' wide swing gates Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac SEE SHEET C-4.1 Proposed 124 Unit Building 5.6' setback Screened Trash/ Recylcing New gas serviceNew Bike Rack New Transformer New Transformer HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3.2 SITE GRADING PLAN LOT 13 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com LOTS 13 & 15 35' x 25' Screened Trash/ Recycling Pad 3, 12' wide swing gates Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac SEE SHEET C-4.2 Proposed 124 Unit Building 5.6' setback HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4 SITE MATERIALS PLAN LOT 15 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com LOTS 13 & 15 Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac SEE SHEET C-3 Proposed 127 Unit Building New paved driveway New paved parking Scored concrete. Refer to Landscape plan. New paved driveway New concrete curb New concrete sidewalk New concrete sidewalk New concrete curb New 5' concrete walk New bike rack New ramp New stairs New stairs New retaining wall New patio amenity. Refer to landscape plan New 5' concrete walk New bike rack New 5' p a v e d w a l k New 5' paved walk New retaining wall New patio amenity. Refer to landscape plan New stairs New stairs New concrete sidewalk Crosswalk to trash/recycling New concrete 15" HDPE s=0.08915" HDPE s=0.052Gravel Wetland #2 Cell#2 121' x 32' Elev. 331.0Gravel Wetland #2 Cell#1 121' x 32' Elev. 331.0 New 15" HDPE s = 0 . 0 1New 18" HDPE s=0.028New 18 " HDPE s=0 .1 2 New 1 8 " H D P E s = 0 . 1 0 7 New 18" HDPE s=0.03 3 New 15" HDPE s=0.01 New 15 " H D P E s=0.01 Ne w 1 5 " H D P E s = 0 . 0 1 New 1 5 " HDPE s = 0 . 0 5 4 New 15" HDPE s=0.052New 15" HDPE s=0 .043 New 1 5 " H D P E s = 0 . 0 2 1 New 12" HDPE s=0.057New 18" H D P E New 18" HDPEs=0.029New 15" HDPE s=0.01 New 12" HDPEs=0.03New 12" HDPE s=0.057New 12" HDPE s=0.097New 15" HDPE s=0.091New Gas meter New 45° bends with thrust blocks. New 6" tapping sleeve and valve.6"4"New 6" D.I. Cl 52 fire and 4" D.I. domestic water service to building. Connect to Phase 1 stub. Coordinate with mechanical plans. New 6"x4" tee with respective gate valves New 6" D.I. Cl 52 fire and 4" D.I. domestic water service to building. Coordinate with mechanical plans. New 6"x4" tee with respective gate valves New emergency spillway New Outlet Structure C. See detail. New End Section Inv. 329.5 New 18" End Section Inv. 332.0 New rip rap dispersal pad New CB Rim 348.25 Inv. in 343.25 Inv. out 343.15 New CB Rim 350.4 Inv. in 345.92 Inv. out 345.82 New CB Rim 352.4 Inv. in 346.9 Inv. out 346.8 New CB Rim 353.70 Inv. in 347.9 Inv. out 347.8 New CB Rim 353.7 Inv. in 348.25 Inv. out 348.15 New CB Rim 353.8 Inv. in 349.05 Inv. out 348.95 New CB Rim 360.4 Inv. in 355.65 Inv. out 355.55 New CB Rim 355.15 Inv. in 349.78 Inv. out 349.68 New CB Rim 356.7 Inv. in 351.95 Inv. out 351.85 CB#66A Rim 346.3 Inv. in 340.35 Inv. out 341.6 Use 4' deep sump CB#66 Rim 339.60 Inv. in 334.85 Inv. out 333.85 (infiltration) Inv. out 335.35 4' deep sump. Inv. out 327.77 Inv. ud 329.10 4' deep sump. Inv. 327.77 New CB Rim 338.9 Inv. in 333.9 Inv. out 333.8 New CB Rim 339.5 Inv. in 334.5 Inv. out 334.4 New CB Rim 355.20 Inv. in 350.45 Inv. out 350.35 Inv. out 347.0 New CB Rim 347.12 Inv. in 337.12 Inv. out 337.02 New CB Rim 344.4 Inv. in 339.9 Inv. out 339.8 Future Gravel Wetland New CB Rim 352.0 Inv. out 348.0 New 45° bends with thrust blocks. New 10" PVC Roof Drain New End Section Inv. 332.5 New rip rap dispersal pad New 10" PVC Roof Drain New End Section Inv. 332.5 New rip rap dispersal pad New End Section Inv. 332.5 New rip rap dispersal pad New DMh Rim 343.25 Inv. in 336.4 Inv. out 336.3 New 10" PVC Roof Drain New 10" PVC Roof Drain. s=0.01 min. New 15" HDPE s=0.061 NewDMh Rim 349.6 Inv. in 343.45 Inv. out 343.35 New 10" PVC Roof Drain 2, New 10" PVC Roof Drains New 10" PVC Roof DrainNew 15" HDPE s=0.0854" 6" HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4.1 SITE UTILITIES PLAN LOT 15 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com LOTS 13 & 15 Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac SEE SHEET C-3.1 Proposed 127 Unit Building HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4.2 SITE GRADING PLAN LOT 15 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com LOTS 13 & 15 Lot 15 Area = 2.3 ac Lot 17 Area = 4.3 ac SEE SHEET C-3.2 Proposed 127 Unit Building DN UPDWREF.REF.DW REF.DWREF.DW REF.REF.DW ELEV. LOBBY AMENITY SPACE ADA BATH CHASE MAILBOXES VESTIBULE CORRIDOR 2-BEDROOM UNIT [907 sqft]1-BEDROOM UNIT[701 sqft]1-BEDROOM UNIT [701 sqft] STUDIO UNIT [462 sqft] 1-BEDROOM UNIT[706 sqft] ISLAND 1234567891011 AMENITY SPACE STORAGEVESTIBULE BALCONYOVERHANGWINDOW BUMP-OUT (OVERHANGS FOUNDATION) 12 PATIOSTORAGE UP AMENITY SPACE STORAGEVESTIBULE PATIOSTORAGE O'BRIEN FARM ROAD TWO BROTHERS DRIVE25-AG 6-SV20-SB 2-SN 4-PA 8-SA 5-LB 5-CB 14-HHD 1-HA 6-VD 10-HA 3-PO 4-CAN 6-HPF 2-VP 5-SB 4-HPL 3-VP 4-PO 2-VP 10-HPF 5-CAN 6-VP 5-SB 11-JC 5-HPF 2-VP 5-PO 2-VP 2-HPL 6-HPF 9-SB 2-VP 3-JC 6-CAN 3-FM 9-PO 30-PV 28-HF 16-AG 16-AG 1-QP 1-QP 1-QP 1-QP 1-QP 1-QP1-QP 5-AF 2-ZS 1-NS 1-QR 1-QR 1-NS 1-AF 1-TC 2-TC 1-QR 3-TC 2-NS 35-RA 83-RA 1-GT 2-JC 6-JC 52-HS 6-NK 11-DI 13-HS 14-DI 5-JC17-BB 21-HI 35-AG CAFE TABLES & CHAIRS SCORED CONCRETE LAWN LAWN LAWN CONSERVATION MIX LAWN LAWN BIKE RACKS 5-AM 22-LS 11-NK 8-PA 9-DC 5-HHD 1-QR 2-GT TREE GRATE SNOW STORAGE SNOW STORAGE SNOW STORAGE POST TOP PARKING LOT LIGHT, TYP. 1-CC 1 CITY RE-SUBMITTAL 04.15.2022 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM TWO BROTHERS DRIVE, SOUTH BURLINGTON, VERMONT 908 430 Warren Street Hudson, NY 12534 PLOT DATE: 4/15/2022 3:45 PMLANDSCAPE PLAN LOTS 13 & 15 1"=20' CO 12.07.2021 L100 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L101 MATCHLINE - SEE SHEET L101 CAFE TABLES AND CHAIRS CAFE TABLES AND CHAIRS PICNIC TABLES & BENCHES FIRE PIT BIKE RACKS BOLLARDS TREE GRATE P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING T R E E S AF 6 Acer freemanii 'Celebration'FREEMAN RED MAPLE 2.5-3" CAL.AS SHOWN CC 1 Carpinus caroliniana AMERICAN HORNBEAM IRONWOOD 2-2.5" CAL.AS SHOWN GT 3 Gleditsia triacanthos inermis 'Streetkeeper'STREETKEEPER HONEYLOCUST 2.5-3" CAL.AS SHOWN NS 4 Nyssa sylvatica 'Green Gable'TUPELO 2.5-3" CAL.AS SHOWN QP 7 Quercus palustris 'Green Pillar'GREEN PILLAR PIN OAK 2-2.5" CAL.AS SHOWN QR 4 Quercus rubra RED OAK 2.5-3" CAL.AS SHOWN TC 6 Tilia cordata LITTLELEAF LINDEN 2.5-3" CAL.AS SHOWN ZS 2 Zelkova serrata 'Green Vase'JAPANESE ZELKOVA 2.5-3" CAL.AS SHOWN S H R U B S CAN 15 Cornus alba 'Neon Burst'NEON BURST DOGWOOD 3 GAL 4' O.C. DI 25 Diervilla lonicera BUSH HONEYSUCKLE 2 GAL 3' O.C. FM 3 Fothergilla major FOTHERGILLA 5 GAL 6' O.C. HA 11 Hydrangea arborescens 'Incrediball'SMOOTH HYDRANGEA 5 GAL 4' O.C. HPF 27 Hydrangea paniculata 'Forever and Ever White Out'WHITE OUT HYDRANGEA 5 GAL 2' O.C. HPL 6 Hydrangea paniculata 'Little Lime'LITTLE LIME HYDRANGEA 3 GAL 4' O.C. HS 65 Hypericum 'Sunny Boulevard'ST. JOHN'S WORT 2 GAL.2' O.C. JC 27 Juniperus chinensis 'Sargentii"SARGENT JUNIPER 3 GAL 5' O.C. PO 21 Physocarpus opulifolius 'Lemon Candy'NINEBARK 3 GAL 3' O.C. RA 118 Rhus aromatica 'Gro-Low'GROW LOW SUMAC 2 GAL 4' O.C. SB 39 Spirea betulifolia 'White Frost'WHITE FROST BIRCHLEAF SPIREA 3 GAL 3' O.C. SN 2 Salix purpurea 'Nana'DWARF ARCTIC BLUE WILLOW 5 GAL 4' O.C. SV 6 Syringa vulgaris 'Blue Skies'BLUE SKIES LILAC 5 GAL 5' O.C. VD 6 Viburnum dentatum 'Chicago Lustre'CHICAGO LUSTRE VIBURNUM 5 GAL 6' O.C. VP 19 Viburnum prunifolium 'Red Arrow'ARROWWOOD VIBURNUM 5 GAL 4' O.C. P E R E N N I A L S AM 5 Achillea 'Moonshine'YARROW 1 GAL 24" O.C. CB 5 Coreopsis 'Berry Chiffon'THREADLEAF COREOPSIS 1 GAL 24" O.C. HF 28 Hosta 'Fire Island'FIRE ISLAND' HOSTA 1 GAL 18" O.C. HI 21 Hosta 'Invincible'INVICIBLE HOSTA 1 GAL 30" O.C. HHD 19 Hemerocallis 'Dynamite Returns'DAYLILY 1 GAL 18" O.C. LB 5 Leucanthemum × superbum 'Becky SHASTA DAISY 1 GAL 24" O.C. LS 22 Liatris spicata 'Kobold'BLAZING STAR 1 GAL 12" O.C. NK 17 Nepeta faassenii 'Kitten Around'CATMINT 1 GAL 18" O.C. SA 8 Sedum 'Autumn Fire'STONECROP 1 GAL 24" O.C. PA 12 Perovskia atriplicifolia RUSSIAN SAGE 1 GAL 30" O.C. O R N A M E N T A L G R A S S AG 92 Andropogon gerardii 'Blackhawks'BIG BLUESTEM 2 GAL 24" O.C. BB 17 Bouteloua 'Blonde Ambition'BLUE GRAMA 1 QT 15" O.C. DC 9 Deschampsia cespitosa Goldtau TUFTED HAIR GRASS 1 QT 24" O.C. PV 30 Panicum virgatum 'Cheyenne Sky'CHEYENNE SKY SWITCHGRASS 1 GAL 24" O.C. DWREF.REF.DWREF.DW REF.DWREF.REF.DW ELEV. ADABATH CHASE CORRIDOR 2-BEDROOM UNIT[907 sqft]1-BEDROOM UNIT[701 sqft]1-BEDROOM UNIT[701 sqft]STUDIO UNIT[462 sqft]1-BEDROOM UNIT[706 sqft] ISLAND 3 4 5 6 7 8 9 10 11 AMENITY SPACE STORAGEVESTIBULE WINDOW BUMP-OUT(OVERHANGS FOUNDATION) 12 PATIOSTORAGE UP AMENITY SPACE STORAGEVESTIBULE PATIOSTORAGE DN UPDWREF.REF.DW REF.DWREF.DW REF.REF.DW ELEV. LOBBY AMENITYSPACE ADA BATH CHASE MAILBOXES VESTIBULE CORRIDOR 2-BEDROOM UNIT[907 sqft]1-BEDROOM UNIT [701 sqft] 1-BEDROOM UNIT [701 sqft] STUDIO UNIT [462 sqft] 1-BEDROOM UNIT[706 sqft] ISLAND 1234567891011 AMENITY SPACE STORAGEVESTIBULE BALCONY OVERHANGWINDOW BUMP-OUT(OVERHANGS FOUNDATION) 12 PATIOSTORAGE UP AMENITY SPACE STORAGEVESTIBULE PATIOSTORAGE KENNEDY DRIVE TWO BROTHERS DRIVEO'BRIEN FARM ROAD O'BRIEN FARM ROAD TWO BROTHERS DRIVESNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE GRAVEL WETLAND BUILDING 13 BUILDING 15 BIKE PARKING INTEGRAL COLOR SCORED CONCRETE PLAZA CONCRETE PAVER TERRACE CAFE TERRACE SCORED CONCRETE TERRACE 1 CITY RE-SUBMITTAL 04.15.2022 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM TWO BROTHERS DRIVE, SOUTH BURLINGTON, VERMONT 908 430 Warren Street Hudson, NY 12534 PLOT DATE: 4/15/2022 3:47 PMOVERALL LANDSCAPE PLAN LOTS 13 & 15 1"=30' CO 12.07.2021 L100.1SCALE OF FEET 30030 60 BIKE RACKS MATCH LINE L102 MATCH LINE L101 MATCH LINE L102 MATCH LINE L101 KENNEDY DRIVE TWO BROTHERS DRIVEWETLAND SEED MIX WETLAND SEED MIX CONSERVATION SEED MIXCONSERVATION SEED MIX CONSERVATION SEED MIX CONSERVATION SEED MIX CONSERVATION SEED MIX CONSERVATION SEED MIX CONSERVATION SEED MIX LAWN LAWN LAWN LAWN LAWN LAWN LAWN 4-CAN 5-PV 3-CAN9-RF9-RF 21-CA 11-CA 12-RF 16-CA8-RF16-CA 16-PV 19-PO 23-KL 3-JC 10-HHD 10-HHG 10-HHK 14-AG 4-HPL 3-HPL 2-HPL 4-HPL 4-HPL 4-HPL 2-HPL 6-VP 3-VP 2-JC 5-PO 5-DC 5-DC 5-PO 5-JC 5-SB 1-QP 2-VP 3-HPL 1-QP 15-GJ 7-PO 2-HPL 3-SB 3-VP 3-PO 6-SB 1-QP 2-VP 3-HPL 6-PO 4-SB 3-PO 3-VP 12-DC 5-SB 35-CA 48-BB 1-AF 17-CA 5-LB 20-LS 5-PA 18-AG 24-CA 4-HPF 2-JC 8-PO 2-VP 9-HPF 2-JC 3-HPL 4-SB 6-HPF 5-DC 3-HPL 2-SB 7-PO 4-HPL 5-DC 7-GJ 1-BN 11-PV 4-HPL 3-VP 10-HA 9-PO 3-JC 25-HF 6-HA 3-VD 1-BN 10-HHD 10-HHG 10-HHK 12-DI 4-RA 6-RA 10-DI 11-HHD 11-HHG 11-HHK 15-RF 2-TC 15-RF 11-HI 8-HA 26-SS 3-DI 7-LB 7-SA 12-CB 6-DI 1-QR 6-RRA 22-RF 6-RRA 1-QR 9-RA 1-ZS 9-RA 1-ZS 9-RRA 1-ZS 25-RF 3-FM 7-CAN12-CA13-CA 12-EP 4-AM 7-HPL 21-NK 21-CA 1-QR 16-AG 16-ER 29-EP 15-CA 3-AL 13-CS 7-CS 11-AA 8-IV 1-IVJ 8-IV 1-IVJ 10-CS 16-AA 3-BN 11-AA 12-CS 7-IV 1-IVJ 3-BN 11-AA 11-CS 5-IV 1-IVJ 3-AL 11-CS 2-BN 3-GT 2-BN 2-GT 1-BN 9-AA 7-CS 6-IV 1-IVJ 2-CC 3-PG 1-AF 1-NS 3-CC 1-ZS 1-AF 2-NS 1-NS 2-SN 13-HV 1-LT 3-LT 2-AL 3-BN 14-HF 1-AF 22-DC 10-CB 11-NK1-QP 1-QP 1-QP 7-CB 7-ER 3-PS 3-PS 1-PG 1-PS 3-PG 1-PS 24-TO 34-AG BAR HEIGHT COUNTER CONCRETE PAVERS BOLLARD, TYP. INTEGRAL COLOR SCORED CONCRETE FOOD TRUCK PICNIC TABLES 11-NK INTEGRAL COLOR SCORED CONCRETE TERRACE 2-ZS SNOW STORAGE SNOW STORAGE POST TOP PARKING LOT LIGHT, TYP. 3-PS 1-PG 2-CC BIKE RACKS 4-GT CATENARY LIGHTS 3' HIGH METAL PLANTER 7-LB 26-RA 32-CA 3-BN 2-AL 13-HF 6-HI 15-RA 52-AW LAWN BITUMINOUS CONC. WALK SCORED CONCRETE WALK SCORED CONCRETE TERRACE W/ PICNIC TABLES AND GRILLS FIRE PIT 35-BB 8-DI 1 CITY RE-SUBMITTAL 04.15.2022 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM TWO BROTHERS DRIVE, SOUTH BURLINGTON, VERMONT 908 430 Warren Street Hudson, NY 12534 PLOT DATE: 4/15/2022 3:59 PMLANDSCAPE PLAN LOTS 13 & 15 1"=20' CO 12.07.2021 L101 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L100MATCHLINE - SEE SHEET L100 BIKE RACKS STREET LIGHT/PARKING LOT LIGHT P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING T R E E S AF 3 Acer freemanii 'Celebration'FREEMAN RED MAPLE 2.5-3" CAL.AS SHOWN AL 10 Amelanchier laevis 'Spring Flurry'SPRING FLURRY SERVICEBERRY 2-2.5" CAL.AS SHOWN BN 19 Betula nigra 'Heritage'RIVER BIRCH 2-2.5" CAL.AS SHOWN CC 7 Carpinus caroliniana AMERICAN HORNBEAM IRONWOOD 2-2.5" CAL.AS SHOWN GT 9 Gleditsia triacanthos inermis 'Streetkeeper'STREETKEEPER HONEYLOCUST 2.5-3" CAL.AS SHOWN LT 4 Liriodendron tulipifera TULIP TREE 2.5-3" CAL.AS SHOWN NS 4 Nyssa sylvatica 'Green Gable'TUPELO 2.5-3" CAL.AS SHOWN PG 8 Picea glauca WHITE SPRUCE 6'-7' HT.AS SHOWN PS 11 Pinus strobus WHITE PINE 6'-7' HT.AS SHOWN QP 6 Quercus palustris 'Green Pillar'GREEN PILLAR PIN OAK 2-2.5" CAL.AS SHOWN QR 3 Quercus rubra RED OAK 2.5-3" CAL.AS SHOWN TC 2 Tilia cordata LITTLELEAF LINDEN 2.5-3" CAL.AS SHOWN TO 24 Thuja occidentalis 'Nigra'ARBORVITAE 5'-6'AS SHOWN ZS 6 Zelkova serrata 'Green Vase'JAPANESE ZELKOVA 2.5-3" CAL.AS SHOWN S H R U B S AA 58 Aronia arbutifolia 'Brilliantissima'RED CHOKEBERRY 3 GAL 4' O.C. CAN 14 Cornus alba 'Neon Burst'NEON BURST DOGWOOD 3 GAL 4' O.C. CS 71 Cornus sericea 'Firedance'FIREDANCE REDTWIG DOGWOOD 3 GAL 4' O.C. DI 39 Diervilla lonicera BUSH HONEYSUCKLE 2 GAL 3' O.C. FM 3 Fothergilla major FOTHERGILLA 5 GAL 6' O.C. HA 24 Hydrangea arborescens 'Incrediball'SMOOTH HYDRANGEA 5 GAL 4' O.C. HPF 19 Hydrangea paniculata 'Forever and Ever White Out'WHITE OUT HYDRANGEA 5 GAL 2' O.C. HPL 52 Hydrangea paniculata 'Little Lime'LITTLE LIME HYDRANGEA 3 GAL 4' O.C. HV 13 Hamamelis vernalis 'Amethyst'WITCHHAZEL 5 GAL.6' O.C. IV 34 Ilex verticillata 'Maryland Beauty'MARYLAND BEAUTY WINTERBERRY 3 GAL 5' O.C. IVJ 5 Ilex verticillata 'Jim Dandy'JIM DANDY WINTERBERRY 3 GAL AS SHOWN JC 17 Juniperus chinensis 'Sargentii"SARGENT JUNIPER 3 GAL 5' O.C. KL 23 Kalmia latifolia 'Keepsake'MOUNTAIN LAUREL 5 GAL 4' O.C. PO 72 Physocarpus opulifolius 'Lemon Candy'NINEBARK 3 GAL 3' O.C. RA 69 Rhus aromatica 'Gro-Low'GROW LOW SUMAC 2 GAL 4' O.C. RRA 21 Rosa rugosa 'Alba'WHITE RUGOSA ROSE 5 GAL 4' O.C. SB 29 Spirea betulifolia 'White Frost'WHITE FROST BIRCHLEAF SPIREA 3 GAL 2' O.C. SN 2 Salix purpurea 'Nana'DWARF ARCTIC BLUE WILLOW 5 GAL 4' O.C. VD 3 Viburnum dentatum 'Chicago Lustre'CHICAGO LUSTRE VIBURNUM 5 GAL 6' O.C. VP 24 Viburnum prunifolium 'Red Arrow'ARROWWOOD VIBURNUM 5 GAL 4' O.C. P E R E N N I A L S AM 4 Achillea 'Moonshine'YARROW 1 GAL 24" O.C. AW 52 Anenome 'Wild Swan'WINDFLOWER 1 GAL 15" O.C. CB 29 Coreopsis 'Berry Chiffon'THREADLEAF COREOPSIS 1 GAL 24" O.C. EP 41 Echinacea purpurea 'Magnus'PURPLE CONEFLOWER 1 GAL 18" O.C. ER 23 Echinops ritro GLOBE THISTLE 1 GAL 24" O.C. GJ 22 Geranium 'Johnson's Blue'CRANESBILL 1 GAL 24" O.C. HHD 31 Hemerocallis 'Dynamite Returns'DAYLILY 1 GAL 18" O.C. HHG 31 Hemerocallis 'Gentle Shepherd'DAYLILY 1 GAL 18" O.C. HHK 31 Hemerocallis 'Kansas Kitten'KANSAS KITTEN' DAYLILY 1 GAL 18" O.C. HF 52 Hosta 'Fire Island'FIRE ISLAND' HOSTA 1 GAL 18" O.C. HI 17 Hosta 'Invincible'INVICIBLE HOSTA 1 GAL 30" O.C. LB 19 Leucanthemum × superbum 'Becky SHASTA DAISY 1 GAL 24" O.C. LS 20 Liatris spicata 'Kobold'BLAZING STAR 1 GAL 12" O.C. NK 43 Nepeta faassenii 'Kitten Around'CATMINT 1 GAL 20" O.C. PA 5 Perovskia atriplicifolia RUSSIAN SAGE 1 GAL 30" O.C. RF 115 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN 1 GAL 24" O.C. SA 7 Sedum 'Autumn Fire'STONECROP 1 GAL 24" O.C. O R N A M E N T A L G R A S S AG 82 Andropogon gerardii 'Blackhawks'BIG BLUESTEM 2 GAL 24" O.C. BB 83 Bouteloua 'Blonde Ambition'BLUE GRAMA 1 QT 15" O.C. CA 233 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS 2 GAL 18" O.C. DC 54 Deschampsia cespitosa Goldtau TUFTED HAIR GRASS 1 QT 24" O.C. PV 32 Panicum virgatum 'Cheyenne Sky'CHEYENNE SKY SWITCHGRASS 1 GAL 24" O.C. SDYHWVWV WV WVS WVDYH WV DYHWV WV WVWVWVWVWV WVWV WVWVD618'-3" 4 9 6 ' - 5 " K E N N E D Y TWO BROTHERS DRIVE7L2.0 L1.9L1.10 KENNEDY DRIVETWO BROTHERS DRIVEO'BRIEN FARM ROAD O' B R I E N F A R M R O A DTWO B R OT HERS D RIVE L A W N MIXCONSERVATIONPHASE 4 PHASE 6 7 PHASE New street light meterN e w s t r e e t l i g h t (typ.)Snow StorageSnow St o r a g e Snow Storage Ne w B i k e RackNew stone retaining wall Trash/ RecylcingScreenedNew sidewalk ramp with detectable warning plateNew ramp in bike path New gas serviceNew gas se r v i c eNew Bike RackNew Bike RackNe w T r a n s f o r m e r New TransformerNew Gas meterNew Gas meterNew paved walkEx. 12" C-900 PVC water main Ex. recreation pathEx. sidewalk Ex. sidewalkEx. retired 4" gas line Ex. 6" gas lineEx. SMhRim 333.75Inv. in 319.40Inv. out 319.36Ex. CBRim 332.76Ex. 24" RCPInv. 328.90.Ex. CBRim 332.14Ex. stone lined swale340345 x333.5x345.0x346.5355350345340335350346348353353347357352348344335342 x343.45344343345340 34 4 x346. 5 34 3 3 4 334 6 3 46 345345342 345350 355 3 4 5 343.0+342.0++347.5ED1ED1ED1ED1ED1ED1ED1ED1ED1 ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED1ED3ED3ED3ED3ED3ED3ED3ED3ED3ED3ED3SL1SL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL2SL2SL2SL2SL2SL2SL2SL2SL2SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL30 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 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315-13-35-AB-FINISH13SL25440990.900MPTR-55W32LED4K-G3-LE4-120-DMG-HS-PH8-RCD-TN3-FINISH / 315-13-35-AB-FINISH9SL35459180.900MPTR-55W32LED4K-G3-LE5-120-DMG-PH8-RCD-TN3-FINISH / 315-13-35-AB-FINISH27ED111.912900.900700OWCHA930XXXX - PHOTOMETRY PROVIDED BY OUTSIDE SOURCE11ED316.727513910.900DC-CD0517-F930-WT - PHOTOMETRY PROVIDED BY OUTSIDE SOURCECalculation SummaryLabelGrid HeightAvg - FCMax - FCMin - FCAvg/MinMax/MinOVERALL GRID @ GRADE00.1640.30.0N.A.N.A.PAVED AREA BETWEEN BUILDINGS1.2315.20.112.30152.00ROADWAY0.754.10.0N.A.N.A.JOB NAME: HILLSIDEDATE: 12/14/2021APEX LIGHTING SOLUTIONSREFLECTANCES: NONE USEDWORKPLANE: @ GRADELIGHTINGThe point where all ascending lines convergeSOLUTIONSSCALE : DATE:DRAWN BY:SHEET:SL-1C1"=480'-0"4/18/2022DCSome differences between measured values and calculated results may occur due toNOTE TO REVIEWER:Total Light Loss Factor (LLF) applied at time of design is determined by applyingthe Lamp Lumen Depreciation (LLD) from current lamp manufacturer's catalog,a Luminaire Dirt Depreciation Factor (LDD) based on IES recommended values anda Ballast Factor (BF) from current ballast specification sheets. Application of anincorrect Light Loss Factor (LLF) will result in forecasts of performance that will not accurately depict actual results.input data, differences will occur between measured values and calculated values.the lighting calculations. If the real environment conditions do not match thedimensions, reflectances, furniture and architectural elements significantly affectvariations. Input data used to generate the attached calculations such as roommeasurement techniques and field conditions such as voltage and temperaturetolerances in calculation methods, testing procedures, component performance,* LLF Determined Using Current Published Lamp DataFor proper comparison of photometric layouts, it is essential that you insist all designers use correct Light Loss Factors.GENERAL DISCLAIMER:Calculations have been performed according to IES standards and good practiceDRAWING TITLE:PROJECT TITLE:HILLSIDE APARTMENTSEXTERIOR LIGHTING POINT CALCULATIONCONNECTICUTMASSACHUSETTSRHODE ISLANDMAINENEW HAMPSHIREVERMONTPHONE: 877-886-2843 FAX: 877-886-2844www.apexltg.com 51525354C5657272829303132333435363738394041424344454647484950EV16EV17181920C2225VAN12EV6810129859976096619562946393649265916690678968886987708671857284738374827581768077797858EV414EV52423C5515269C211371131A-2.021A-2.012A-2.012A-2.02STAIR AELEV.LOBBYMAILLEASINGFLEX/YOGAFITNESSVEST.ELEV.LOBBYSTAIR BELEC.FD/MECHMAINTENANCEBIKESTORAGETOILETELEV. APODTOILETPODWORKCLMECHTOILETTOILETBIKESTORAGEOFFICEOFFICEMECH. &STOR.ELEV. BMECHPET SPASTORAGEMECHMECHCORRIDORPKG.PARKING166' - 2"286' - 3 43/128"20' - 1 3/4"61' - 11"25' - 1"54' - 8 43/128"42' - 10 1/8"19' - 8 1/8"44' - 6"17' - 5"126' - 10 1/2"25' - 2 3/8"12' - 1 1/8"2' - 0"277' - 3"166' - 2"62 SPACESAREA -DAREA -CAREA -AAREA -BAREA -AAREA -DAREA -BAREA -C220 N. Smith Street, Suite 210Palatine, Illinois 60067847.705.2200www.bsbdesign.comREVISIONSTHESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES. 21-11-23 - DRB SUBMISSION - NOT FOR CONSTRUCTIONJOB NO: MR 200301.00DRAWN: PR, CGCHECKED: TSA-1.01HILLSIDE @ O'BRIEN FARMS - LOT 13TWO BROTHERS DR.SOUTH BURLINGTON, VERMONTISSUE DATE: 21-11-23BASEMENT PLAN3/32" = 1'-0"1BASEMENT_LOT 13 UNIT MATRIXUNIT TYPE # BEDS # BATHSNET SFAREAGROSS SF*AREA# UNITS % OF UNITSTOTAL #OF BEDS% OF BEDSTOTAL NET SFAREATOTAL GROSS SFAREASTUDIO UNITSSTUDIO 1 1 551 SF 607 SF 7 5.65% 7 4.55% 3858 SF 4249 SF7 5.65% 7 4.55% 3858 SF 4249 SF1-BED UNITSA1B UNIT 1 1 587 SF 645 SF 2 1.61% 2 1.30% 1174 SF 1291 SFA2 UNIT 1 1 620 SF 679 SF 8 6.45% 8 5.19% 4958 SF 5436 SFB1 UNIT 1 1 666 SF 719 SF 15 12.10% 15 9.74% 9993 SF 10785 SFB1A UNIT 1 1 716 SF 773 SF 22 17.74% 22 14.29% 15760 SF 17000 SFB2 UNIT 1 1 732 SF 793 SF 16 12.90% 16 10.39% 11705 SF 12693 SFB3 TYPE A 1 1 802 SF 853 SF 5 4.03% 5 3.25% 4011 SF 4266 SFB3 UNIT 1 1 794 SF 853 SF 11 8.87% 11 7.14% 8734 SF 9385 SFC1 UNIT 1 1 856 SF 911 SF 8 6.45% 8 5.19% 6849 SF 7286 SF87 70.16% 87 56.49% 63183 SF 68141 SF2-BED UNITSD1 UNIT 2 2 921 SF 988 SF 16 12.90% 32 20.78% 14731 SF 15814 SFD2 TYPE A UNIT 2 2 1062 SF 1123 SF 1 0.81% 2 1.30% 1062 SF 1123 SFD2 UNIT 2 2 1050 SF 1118 SF 7 5.65% 14 9.09% 7351 SF 7828 SFD3 UNIT 2 2 1271 SF 1343 SF 6 4.84% 12 7.79% 7625 SF 8061 SF30 24.19% 60 38.96% 30769 SF 32825 SFTOTAL UNITS124 100.00% 154 100.00% 97810 SF 105215 SFLOT 13 PARKING SCHEDULEPARKING TYPE TOTALCOMPACT 4ELECTRIC 5HANDICAP 3HANDICAP VAN 1STANDARD 85TOTAL 98BIKE COUNTBIKE COUNTBIKE 115 VIA ELECTRONIC MAIL April 19, 2022 South Burlington Development Review Board C/O Ms. Marla Keene, Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 Re: Final Plat Review: Hillside at O’Brien Farm Lot 13 and Lot 15 of Phase I Master Plan Dear Board Members: At our Public Hearing on March 15, 2022, we discussed the Project proposed, as well as the staffs enumerated comments 1-10 in the Staff Report, dated February 25, 2022, the “Staff Report.” In the discussion of those items, several requests for additional information were made by the Board. This letter provides those requested items. This letter also provides information specifically requested in the Staff Report for the Board to review such that it can be available at our next hearing. We look forward to your review of these additional materials and to completing the discussion of this Project. 1. Traffic Report and Third-Party Review of Approved Roadway Network The Board has requested a third-party technical review of the traffic report and roadway network being used by the Project, which was approved in Final Plat SD-21-25. The Applicant has stated in the hearing and here again, that the construction of the traffic signal on Kennedy Drive is proposed in this Application, per the plans, signal warrant and specifications approved at Final Plat SD-21-25. The traffic study for this project was submitted, reviewed and approved in SD-21-25 and has not been altered since, its specific unchanged conclusions already reviewed by the Board and relied on as the basis of issued permits. During that review, the former Director of Public Works requested some clarification on the traffic study trip end calculations. Those clarifications were provided in a memo from Lamoureux and Dickinson on November 22, 2021. A copy of that memo is submitted here for the record in this proceeding, as it was part of the approval previously issued and now in effect. The Road network, curb cuts, driveway locations, traffic signal and lane configurations are all reviewed and approved for construction already. The Applicant has relied on these final plat approvals in designing this final plat phase, and also in submitting Act 250 permits for those improvements in line with SD-21- 25 and will likely begin construction of those improvements this summer. 2. Lot 15 Open Space Areas: At the Hearing the Board indicated it would like to see the area adjacent to the food truck parking area expanded. The Applicant has expanded this area slightly to be more similar to the size shown at preliminary plat, and has added an interior planter to help partition the space. These changes were in direct support of feedback 2 received from the Board. We look forward to discussing the updated landscape plan. Additionally, the Applicant has worked to expand the amenity space in front of Lot 15 between Lot 15 and Kennedy Drive. This expanded at grade patio area now includes barbeque grills, is substantially similar in size to original concepts shown at Preliminary Plat, and also frames the new architecture and increased glazing in this location. Updated architectural elevations and landscape plans are attached for your review. 3. Landscape Plan Updates: A series of minor adjustments were requested to the Project Landscape Plans, these included: a. Update the plan to show a small area adjacent to Lot 13 that was cut off from the plan set. b. Update linework at curbing to be clearer. c. Provide an overall landscape plan showing the entire project. d. Add screening to the utility cabinet on Lot 13. e. Add bike parking to get to the 27-space minimum. All of these changes have been incorporated into the updated landscape plans provided. Please note that we have also provided an updated rooftop amenity plan. This area has changed as we have continued to refine the plan in working on construction level drawings, adjusting the plan to account for the structural capacity of the building and needs of the building residents. 4. Civil Plan Updates: The Project civil plans have been updated in line with Staff Comment 9, which has requested additional and separate plans for Project elements. These plans are attached. Further, while not yet discussed with the Board, the Applicant did take the liberty to widen all the landscape islands to be 5’, as it was noted some fell short of the requirement. These updated islands are shown on the new landscape island calculation form submitted with this application. 5. Lighting Plan Updates: Staff comments requested more information regarding the average foot candles calculation in the lighting plan. The Applicant has amended the lighting plan to show the statistical area of the paved parking lot that has been reviewed on the plan. In the most densely lit area of the project, the parking lot between the buildings, the average foot candles are 1.23. Given this, if expanded to include the entire site, the average is clearly less than the standard of 3. We hope this updated plan and drawn statistical area satisfies this concern. In addition, plan notes have been added indicating pole lights proposed are 12’ tall. Also, please note that all building mounted lights will be less than 30’ above the average finished grade of the Project site. The Applicant is not able to demonstrate this currently as it would require detailed electrical plans and building elevations to demonstrate the exact mounting location of all exterior building mounted lights. However, the Applicant is happy to submit those plans with its zoning permit, if necessary, in satisfaction of a condition requiring lights be less than 30’ off the average finished grade if the Board feels that is necessary. 6. Building Architecture: The bulk of the hearing on March 15th was spent discussing building architecture. The feedback received from the board focused on enhancing the window trim details to create a more prominent header, and also 3 adding some glazing to the Kennedy Drive façade, both at the central tower area, but also in a blank wall on the northwest façade. The Applicant has provided and updated architectural elevation for the Kennedy Drive façade of Lot 15 for review. We have added glazing to the northwest wall in the area discussed and dropped the central tower glazing down to grade. We have also enhanced the window headers. We look forward to the Boards review of these changes and will update all of the elevations to match after we receive feedback from the Board on our proposal. We are looking forward to completing the discussion of staff comments 11-18 at our upcoming meeting. We are eager to move this proceeding forward and will be prepared to provide any additional information requested in short order such that the hearing can be closed in the near term and work can begin. Thank you. Sincerely, Andrew Gill, Director of Development BUCKHURST FISH JACQUEMART, INC. 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7474 F. 212.353.7494 MEMORANDUM To: Marla Keene, PE City of South Burlington Development Review Planner From: Georges Jacquemart, PE, AICP, Principal Mark Freker, Senior Planner Subject: O’Brien Hillside Farm TIA Review Date: April 27, 2022 Introduction This memo provides findings from BFJ’s review of L&D’s Traffic Impact Assessment (TIA) for the proposed O’Brien Home Farm planned unit development, with particular attention on the site plan for Lots 13 and 15. BFJ reviewed the updated TIA (August 30, 2021) along with the L&D response letter dated November 22, 2021 which provides the most recent trip generation estimates for the Project. The sections below organize BFJ’s comments pertaining to trip generation, signal warrants, and roadway alignment. Trip Generation BFJ reviewed revised trip generation estimates presented in the November 2021 L&D letter (based on ITE 11th Edition of Trip Generation). Although minor trip generation differences were noted when compared to BFJ analysis, BFJ accepts L&D’s November 2021 trip generation update. BFJ concurs with L&D’s November 2021 statement that the total pm peak hour trips are reduced from 280 to 270 vte/hour (3.6% decrease). However, BFJ highlights that am peak hour trips for all of Hillside increased by 34 vte/hour (14.5% increase) which would be distributed on the roadway network. These changes are not expected to have significant impacts. However, changes in the am peak hour could mean that signalization is warranted earlier as detailed below. Signal Warrant Analysis BFJ conducted a review of L&D’s signal warrant examination by analyzing the volumes and methodology presented in TIA Table 6 which follows the Manual on Uniform Traffic Control Devices (MUTDC) standards. BFJ concurs with L&D’s review methodology and analysis based on Warrant 2 (Four-Hour Volumes) and Warrant 3 (Peak Hour). Installation of a new traffic signal at the Kennedy Dr./Two Brothers Dr. intersection should not commence until future traffic volumes exiting Two Brothers Dr. satisfy either of these warrants based on volumes generated by the Hillside buildout and the proposed Eastview development. The Warrant 3 peak hour threshold is 100 vehicles per hour (vph) which is likely to be met sooner given the revised November 2021 increase of am peak hour projections. TIA Table 6 demonstrates that at the intersection of Two Brothers Dr. and Kennedy Dr. the 2025 LT Exit volumes are projected to be 79 whereas the RT Exit volumes are projected to be 37 for a total of 116 trips. These TIA estimates do not account for the updated November 2021 trip generation estimates. As proposed by L&D, warrant BUCKHURST FISH JACQUEMART, INC. 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7474 F. 212.353.7494 analysis should be supported by periodic traffic monitoring, particularly during the am peak hour, to note when vehicles exiting Two Brothers Dr. onto Kennedy Dr. is 100 vph or greater. Lane Configuration of Two Brothers Drive BFJ reviewed the lane configuration of Two Brothers Drive in relation to the Lots 13/15 driveways and Kennedy Drive. Consideration was given to overall traffic circulation and outbound traffic queueing at the Kennedy drive approach. TIA Table 5 provides the maximum queue necessary for the NB LT lane (90’) and for the NB RT lane (25’). BFJ reviewed the distance between the Lot 15 driveway and Kennedy Drive which is approximately 120’. This distance would support the necessary NB RT and LT lane lengths for queuing purposes when the intersection is signalized. Lamoureux & Dickinson Page 1 Consulting Engineers, Inc. TECHNICAL MEMORANDUM Project: O’Brien Home Farm - Hillside PUD Lots 10 & 11 Date: August 30, 2021 From: Roger Dickinson, PE, PTOE Subject: Updated Traffic Impact Assessment Introduction This technical memorandum updates the original Traffic Impact Assessment (TIA)1 for Phase 1 of the proposed O’Brien Home Farm planned unit development, now known as “Hillside” (the Project). This update specifically examines the following items: C The Project’s estimated trip generation based on changes made since the original TIA together with the proposed development on Lots 10 & 11. C Future traffic congestion conditions at the new Kennedy Dr/Two Brothers Dr intersection C An assessment of the warrants for signalization to identify when the proposed traffic signal should be installed at the new Kennedy Dr/Two Brothers Dr intersection. C The Project’s estimated City and Act 145 transportation impact fees. Construction of the Project has been underway for several years now, generally proceeding in the easterly direction from Hinesburg Rd along O’Brien Farm Rd2 and Two Brothers Drive on Lots 5-9. Approximately 75 of the 115 approved single and duplex residential units have sold to date, with the remainder anticipated to be sold by the end of 2022. Access to the constructed units is presently to/from Hinesburg Rd via O’Brien Farm Rd and to/from Kennedy Dr via Eldredge St. The next lots proposed for development are Lots 10 & 11. Two multi-family buildings housing 47 units each, for a total of 94 additional residential units on these two lots. The development of Lots 10 & 11 also includes extending Two Brothers Dr and constructing its new intersection with Kennedy Dr; opening a third access route to the Project. The entire Hillside planned unit development will ultimately include a total of 115 single and duplex residential units on Lots 5-9, and 416 multi-family residential units (apartments) plus 3,500 sf of general office space on Lots 10-15.3 1 O’Brien Home Farm PUD - Phase 1, Traffic Impact Assessment, Lamoureux & Dickinson, August 8, 2016 2 O’Brien Farm Rd now includes the westerly segment of what was formerly Eldredge St between Hinesburg Rd and Two Brothers Dr. 3 Please note that the 416 apartments includes a proposed bonus density for the excess inclusionary units provided. While this bonus density is not yet confirmed, it is requested in the current application. Lamoureux & Dickinson Page 2 Consulting Engineers, Inc. Project-Generated Trips The additional new trip generation of this Project was estimated using trip generation data published by the Institute of Transportation Engineers (ITE)3, 4 for the proposed land-use categories. With this Project being constructed in discrete construction phases, the trip generation has been estimated for each phase. Table 1 shows the estimated peak hour vehicular trip generation from the original TIA. Table 2 shows the updated estimated peak hour vehicular trip generation, incorporating the project revisions made since the original TIA. Table 2 also updates the estimated peak hour vehicular trip generation using the current edition of Trip Generation. Table 1 - Project Trip Generation (Original TIA)4 (vehicle trip ends per hour) Phase Proposed Land-Use ITE Land-Use Category AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Lots 5-9 59 single family residential units 58 duplex (condominium) units Subtotal 210 230 11 7 18 33 31 64 44 38 82 44 29 73 26 14 40 70 43 113 Lots 10-15 300 apartment units 55,000 sf commercial/office Subtotal 220 varies 30 112 142 121 22 143 151 134 285 119 32 151 64 100 164 183 132 315 Total 160 207 367 224 204 428 Table 2- Project Trip Generation (Updated)5 (vehicle trip ends per hour) Phase Proposed Land-Use ITE Land-Use Category AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Lots 5-9 71 single family residential units 44 duplex (low-rise multi-family) units Subtotal 210 220 13 5 18 40 17 57 53 22 75 46 18 64 27 10 37 73 28 101 Lots 10-15 416 mid-rise multi-family units 3,500 sf general office Subtotal 221 710 36 3 39 102 1 103 138 4 142 106 1 107 68 4 72 174 5 179 Total 57 160 217 171 109 280 4 Trip Generation, Institute of Transportation Engineers, 9th Edition 5 Trip Generation, Institute of Transportation Engineers, 10th Edition Lamoureux & Dickinson Page 3 Consulting Engineers, Inc. The peak hour trips for Lots 10 and 11 are included in peak hour trips for the 416 mid-rise multi-family residential units shown in Table 2 above. Because the ITE peak hour trip generation equations in the residential land-use categories are not linear, the peak hour trips for only Lots 10 and 11 are best calculated by pro-rating the above trips based on the number of mid-rise multi-family units. Table 3, on the following page, shows the estimated peak hour trips for Lots 10 and 11. Table 3- Lots 10 & 11 Peak Hour Trip Generation (vehicle trip ends per hour) Phase Proposed Land-Use AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Lots 10 & 11 94 mid-rise multi-family units 8 23 31 24 15 39 Using the same project trip directional patterns which were used in the original TIA results in the peak hour project-generated turning movements at the Kennedy Dr/Two Brothers Dr intersection shown in Figure 1. Detailed trip generation and directional distribution calculations are enclosed in Appendix A. Note: Appendices are included under separate cover. Figure 1 - New Hillside-Generated Peak Hour Trips AM Peak Hour PM Peak Hour Kennedy Dr 3   0 Kennedy Dr Kennedy Dr 2  0 Kennedy Dr261473 43    78 37 N 54 25 N Two Brothers Dr  Two Brothers Dr   No-Build Traffic Volumes The original TIA for this Project anticipated that it would be constructed during the 2017-2020 time period, and incorporated the standard five-year projection from completion of construction, to year 2025, in order to examine potential traffic impacts. This update anticipates that construction will now be completed by 2025, and projects future no-build traffic volumes out to the year 2030. Peak hour intersection turning movement volumes were obtained from more recent traffic counts performed on Kennedy Dr by the Vermont Agency of Transportation (VTrans). These include a turning movement (TM) count at the Kennedy Dr/Hinesburg Rd intersection on July 2-3, 2018 and an automatic traffic recorder (ATR) count at Station D223 (located between Hinesburg Rd and Kimball Ave) during the week of July 13-19, 2018. Hourly traffic data from continuous count station (CTC) D099, located on I-189 in South Burlington, was examined to calculate a design hour volume (DHV) adjustment factor for the pm peak hour on July 2, Lamoureux & Dickinson Page 4 Consulting Engineers, Inc. 2018. Normally, the DHV adjustment factor would be applied to the peak hour volumes observed during the TM count at the Kennedy Dr/Hinesburg Rd intersection. The resulting adjustment factor equaled 1.043, and would have increased the pm peak hour traffic volume on Kennedy Dr east of Hinesburg Rd to only 1,243 vehicles per hour (vph). In comparison, the observed maximum peak hour observed in the 2018 ATR count at Station D223 was 1,492 vph (Wednesday, 5-6 pm). This latter volume slightly exceeds the projected 2025 No-Build DHV in the original TIA for this Project, and appears to be a more accurate estimate of the 2018 DHV. The observed peak hour volumes were further adjusted to account for background traffic growth using historical traffic growth rates and projections obtained from VTrans.6 From that, a 3.7% background growth rate was also applied to adjust from years 2018 to 2030. Detailed DHV calculations are enclosed in Appendix B. Figures 2 and 3, below, respectively present the resulting estimated 2030 No-Build and Build peak hour turning movement volumes at the new Kennedy Dr/Two Brothers Dr intersection. With Hillside’s reduced peak hour trip generation, future turning movements entering and exiting the Two Brothers Drive are similarly reduced. Figure 2 - 2030 No-Build Peak Hour Volumes AM Peak Hour PM Peak Hour Kennedy Dr 772   587 Kennedy Dr Kennedy Dr 698  849 Kennedy Dr000 0    0 0 N 0 0 N Two Brothers Dr  Two Brothers Dr   Figure 3 - 2030 Build Peak Hour Volumes AM Peak Hour PM Peak Hour Kennedy Dr 775   587 Kennedy Dr Kennedy Dr 700  849 Kennedy Dr26 1473 43    78 37 N 54 25 N Two Brothers Dr  Two Brothers Dr   Traffic Congestion Traffic congestion conditions are identified by “levels of service”, commonly referred to as “LOS”. The ranges are A to F; where A represents essentially free flow (no congestion), C represents average congestion, and F represents severe congestion. At signalized intersections, the LOS is determined by 6 Continuous Traffic Counter Report Based on 2020 Traffic Data, Vermont Agency of Transportation, May 2021 Lamoureux & Dickinson Page 5 Consulting Engineers, Inc. the overall delay experienced by all turning and through movements. At unsignalized intersections, the LOS is determined by the minor-street approach having the lowest LOS. The level of service criteria for intersections is shown in Table 4. Table 4 - Level of Service/Delay Criteria7 LOS Average Delay (sec/veh) LOS Average Delay (sec/veh) Signalized Unsignalized Signalized Unsignalized A B C ≤10 ≤20 ≤35 ≤10 ≤15 ≤25 D E F ≤55 ≤80 >80 ≤35 ≤50 >50 In Vermont, LOS C represents the desired design standard for roadways and signalized intersections.8 At two-way stop controlled (unsignalized) intersections having greater than 100 vph approach volume on a single-lane side street approach or greater than 150 vph approach volume on a two-lane side street approach, the VTrans level of service policy establishes LOS D as the desired design standard on the minor street approach(s). There is no level of service standard for unsignalized intersections not meeting the above side street volume thresholds. Reduced levels of service are acceptable in densely settled areas where volume/capacity ratios remain below 1.0 and/or the improvements required to achieve LOS C would create adverse environmental and cultural impacts. In addition, Section 15.12.F of the City of South Burlington’s Land Development Regulations require that signalized intersections in the vicinity of a development have an overall level of service D or better, with through movements on the major roadways also experiencing level of service D or better at full build- out. Two Brothers Dr will be extended to Kennedy Dr and the new Kennedy Dr/Two Brothers Dr intersection will be constructed concurrently with the development of Lots 10 and 11. The intersection’s initial construction includes installing exclusive left- and right-turn lanes exiting Two Brothers Dr and an exclusive left-turn lane on Kennedy Dr to separate left-turning traffic entering this Project from westbound through traffic. This new intersection will also initially operate as an unsignalized intersection using two-way stop control until such time as the traffic volumes exiting Two Brothers Dr satisfy one or more of the MUTCD9 warrants for signalization. Ultimately, however, it is anticipated that the proposed future development of the O’Brien Home Farm will warrant the installation of a traffic signal. Plans showing this new intersection (including for a traffic signal) are submitted under separate cover. It is noted that with two approach lanes exiting Two Brothers Dr, future Hillside peak hour volumes exiting Two Brothers Dr will be less than the 150 vph minor street approach volume threshold in VTrans’ level of service policy. Intersection capacity analyses were nonetheless performed to determine future levels of service during year 2030 “Build” scenarios under both unsignalized and signalized control. 7 Highway Capacity Manual, Transportation Research Board, 6th Edition 8 Highway Design “Level of Service” Policy, Vermont Agency of Transportation, May 31, 2007 9 Manual on Uniform Traffic Control Devices, Federal Highway Administration, 2009 Lamoureux & Dickinson Page 6 Consulting Engineers, Inc. Table 5 presents the results of those analyses. Detailed capacity analysis results are enclosed in Appendix C. Table 5 - Kennedy Dr/Two Brothers Dr Intersection Capacity Analyses Results - 2030 Build Approach / Lane Group AM Peak Hour PM Peak Hour LOS Delay V/C Max Q LOS Delay V/C Max Q Unsignalized Two Brothers Dr NB LT Two Brothers Dr NB RT Kennedy Dr WB LT E B A 35.6 11.5 9.6 0.40 0.06 0.02 48’ 5' 3' E B A 41.6 11.2 9.6 0.36 0.04 0.05 40' 3' 5' Signalized Kennedy Dr EB TH/RT Kennedy Dr WB LT Kennedy Dr WB TH Two Brothers Dr NB LT Two Brothers Dr NB RT OVERALL A D A D C A 4.6 42.9 1.8 42.2 35.5 6.6 0.31 0.19 0.21 0.52 0.19 185' 28' 71’ 90' 25' A D A D C A 5.1 42.3 2.0 41.1 33.6 6.0 0.31 0.37 0.29 0.39 0.11 180' 59’ 100’ 69' 20' The results of the intersection capacity analyses show that vehicles exiting Two Brothers Dr will initially experience long delays during peak periods under two-way stop-control as Hillside development progresses. Ultimately, however, future traffic congestion conditions on Two Brothers Dr will improve to LOS D once the proposed traffic signal is installed. Kennedy Dr through traffic levels of service will remain at LOS A. Signal Warrant Examination Full operation of the new traffic signal at the Kennedy Dr/Two Brothers Dr intersection should not commence until future traffic volumes exiting Two Brothers Dr satisfy either the MUTCD’s four-hour or peak hour volume warrants. This will be driven primarily by left-turn movement volumes exiting Two Brothers Dr (see below), and will require periodic traffic monitoring as construction of Hillside Lots 10-15 phase and O’Brien Brothers’ proposed Eastview development advance. There are several volume-related warrants for signalization, each having different time periods; 8 hours, 4 hour and 1 hour. This examination will examine only the latter two; Warrants #2 - Four-Hour Volume and #3 - Peak-Hour Volume. These two warrants are examined graphically using curves from the MUTCD; which are shown in Figures 4C-2 and 4C-4 on the following pages. These curves require two volumes; the first being the total two-way volume of traffic approaching the intersection on the major street (Kennedy Dr) and the volume of traffic approaching the intersection on the higher-volume minor street. At this intersection, Two Brothers Dr is the only minor street and its approach volumes would be the turning movements exiting onto Kennedy Dr. Lamoureux & Dickinson Page 7 Consulting Engineers, Inc. The volumes shown in Table 6 were used to examine the four-hour and peak-hour warrants. The Kennedy Drive volumes shown in Table 6 were obtained from the 2018 automatic traffic count at Station D223 (adjusted to the year 2025). Two Brothers Drive volumes were estimated using ITE hourly trip generation data for residential land-uses. Table 6 - Kennedy Dr/Two Brothers Dr 2025 Weekday Volumes & Signal Warrant Examination Hour Kennedy Dr Two-Way Volumes* Two Brothers Dr Approach Volumes* Signal Warrants Satisfied? (Y/N) LT Exit RT Exit Total Warrant 2 Four Hour Warrant 3 Peak Hour 8-9 am 1,242 79 37 116 Y Y 9-10 am 1,069 53 25 78 N** N 10-11 am 1,068 41 19 60 N N 11-12 pm 1,173 41 19 60 N N 12-1 pm 1,282 36 17 53 N N 1-2 pm 1,209 35 16 51 N N 2-3 pm 1,122 41 19 60 N N 3-4 pm 1,225 44 21 65 N N 4-5 pm 1,352 48 23 71 N N 5-6 pm 1,395 53 25 78 N** N * vehicles per hour ** close to satisfying As can be seen in Figures 4C-2 and 4C-4 on the following page, the Kennedy Dr peak period volumes are such that the minimum minor-street approach thresholds (on the far right of the graphs) apply during those periods. The applicable curve for this intersection in each graph is the upper “2 OR MORE LANES & 2 OR MORE LANES” curve. The updated weekday peak hour traffic projections indicate that the projected morning peak hour volumes will satisfy Warrant 3 - Peak Hour Volume. Warrant 3 was also checked for a partial-build scenario wherein 345 out of the 416 proposed mid-rise multi-family units (apartments) are constructed.10 That analysis estimated the morning peak hour volume exiting Two Brothers Dr to be 103 vph; just crossing the 100 vph threshold to satisfy Warrant 3 during the morning peak hour. Warrant 2 - Four Hour Volume is also met during the morning peak hour, but requires four hours to be satisfied. As can be seen in Table 6, though, there are two additional hours which will be close to meeting this warrant as Hillside development approaches completion. It can be reasonably expected that O’Brien Home Farm’s future Eastview development, located adjacent to and interconnected with Hillside, will cause Warrant 2 to be fully satisfied. 10 Including 251 apartments in the next Hillside development phase following Lots 10-11. Lamoureux & Dickinson Page 8 Consulting Engineers, Inc. Lamoureux & Dickinson Page 9 Consulting Engineers, Inc. Multi-Modal Facilities Two Brothers Dr will include a new 10 ft wide shared use path on its west side and a 5 ft wide sidewalk on its east side. These facilities will link the existing sidewalk on the south side of Kennedy Dr with other internal Project sidewalks and paths. The existing shared use path on the north side of Kennedy Dr will also be accessed by installing a new marked crosswalk crossing Kennedy Dr at the Kennedy Dr/Two Brothers Dr intersection. With Kennedy Dr being a wide four-lane highway having moderate (40-45 mph) vehicle speeds and high traffic volumes, pedestrians will likely find it difficult to safely cross Kennedy Dr during peak periods at the Two Brothers Dr intersection. It is proposed, therefore, that the initial construction of this intersection include the installation of a rectangular rapid flashing beacon (RRFB) until such time as the traffic signal is warranted and installed. The above pedestrian and bicycle facilities on Two Brothers Dr will also enable ready access to existing nearby Kennedy Dr bus stops. Transportation Impact Fees The City of South Burlington’s Impact Fee Ordinance assesses a road improvement impact fee on new development to help fund designated highway and intersection improvements throughout South Burlington (as identified in the City’s Impact Fee Ordinance). For single family dwellings and multi-family dwellings, the base fees equal $1,010 per unit and $670 per unit, respectively. For non-residential development, the base fee equals $1,000 per pm peak hour vehicle trip end. Using Hillside’s proposed development in each of those categories, the City’s base road improvement impact fee is estimated to equal $379,910. The City of South Burlington also assesses a recreation impact fee on new residential development; a large majority of which is to help fund the construction of designated sidewalks, recreation paths, bicycle lanes and other pedestrian improvement projects throughout South Burlington. For structures containing three or fewer residential units, the base fee equals $1,686 per unit. For structures containing four or more units, the base fee equals $1,180 per unit. Using Hillside’s proposed development in each of those categories, the City’s base recreation impact fee is estimated to equal $684,770. VTrans also assesses a statewide transportation impact fee (Act 145 Impact Fee) on new development projects. The amount of this impact fee was initially presented in a letter from this office dated May 26, 2017 to Christopher Clow, PE, of VTrans. Those calculations were updated using the same methodology that was used in the foregoing letter, but with the reduced pm peak hour trip generation outlined in Table 2. The results are presented in Table 7. Detailed calculations are enclosed in Appendix D. Lamoureux & Dickinson Page 10 Consulting Engineers, Inc. Table 7 - Act 145 Transportation Impact Fee Summary Highway Improvement Project PM Peak Hour Trips Impact Fee/Trip Capital Project Impact Fee Champlain Parkway 4 $2,069 $8,276 Burlington Roundabout 8 $1,217 $9,736 VT 2A & James Brown Dr 6 $189 $1,134 VT 2A & Industrial Ave/Mountain View Rd 11 $252 $2,772 US 2 & Trader Lane 6 $210 $1,260 I-89 Exit 12 8 $243 $1,994 Subtotal $25,122 15% Travel Demand Management Credit - extensive sidewalks, bike paths, new Hinesburg Rd crosswalk with RRFB, new Kennedy Dr crosswalk with RRFB or pedestrian signals -$3,768 Total Act 145 Impact Fee $21,354 The above Act 145 Impact Fee represents a reduction from the $27,749 total fee which is referenced in Hillside’s Act 250 permit.11 Inasmuch as a portion of that fee has already been paid, Table 8 presents the remaining amount to be paid. Table 8 - Adjusted Act 145 Transportation Impact Fee Development Phase # Units PM Peak Hour Trips Act 145 Impact Fee Proposed Full Build 531 280 $21,354 The updated Act 145 Impact Fee equals $76.26 per pm peak hour trip end. Lots 5-9 Updated Impact Fee Paid To Date Balance 115 113 $8,617 $7,325 $1,292 Lots 10-11 94 39 $2,974 Future Phases (Lots 12-15) 322 128 $9,763 Conclusions & Recommendations From the foregoing analyses, we conclude that acceptable future traffic congestion conditions will be maintained with the development of Lots 10-11 and the proposed remaining units of this Project. In addition, we recommend that a Rectangular Rapid Flashing Beacon (RRFB) be installed at the new Kennedy Dr/Two Brothers Dr intersection as part of the initial construction of that intersection, until such time as the traffic signal and its pedestrian signals are warranted and installed. 11 Land-Use Permit 4C1106-3, Findings of Fact #81-83