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HomeMy WebLinkAboutBATCH - Supplemental - 0462 Shelburne RoadMEMORANDUM TO: South Burlington City Council & City Manager FROM: Kimberly L. Murray, Development Coordinator SUBJECT: Continued Public Hearing: Interim Zoning Application #BIZ-12-14 (462 Shelburne Road) DATE: February 4, 2013 City Council meeting Tonight's continued public hearing from January 7, 2013 is an application to raze the existing Liberty Inn and Suites and construct a 31,280 square foot, three story, general office building with 121 parking spaces located in the Commercial 1 —Residential 15 Zoning District at 462 Shelburne Road. The site is 1.71 acres. Staff has received the specifications for a photovoltaic array the applicant plans to install on the roof. Attached are the specifications of the array itself, additional specifications for complete installation are on file. Since the hearing on January 7th staff has learned the array will be connected to the electric power grid and therefore not subject to local approval but may be regulated by the Public Service Board for review and approval. Notice to the City will depend on size and scale of proposed array. Bob Bouchard from Pizzagalli Properties, LLC, representing the applicant will be attending the meeting. �� a,►��h - 11e__ ewy - r57755 Dorset ,Street South Burlington, VT 05403 tel 802.846.4131 Ask,Q p st 3s fax 802.846.4101 www.sburi.com On -grid Module C86P is robust solar module with 60solar cells. Those modules can be used for on -grid solar applications. Ourmeticulous design and production techniques ensurea high -yield, long-term performance forevery module produced. Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meetthe highest quality standards possible. Applications • On -grid residential roof -tops • On -grid commerciallindustrial roof -tops • Solar powerstations • Other on -grid applications (duality Certificates • iEC 61215, IEC61730, UL1703, CECLIsted, CE and MCS IS09001: 2008: Standardsfor quality management systems • ISOITS16949:2009: Theautomotive quality management system Environmental Certificates • IS014001:2004: Standards forEnvironmental management systems • QC080000 HSPM: The Certification for Hazardous Substances Regulations AE sP`, 4� www.can ad!an solar,com CS6P-230/235/240/245/250P '::-` Electrical Data STC CS6P-230P CS6P-235P CS6P-240P CS6P-245P C86P-250P Nominal Maximum Power (Pmax) 23OW 235W 240W 245W 250W Optimum Operating Voltage (Vmp) 29.6V 29.8V 29.9V 30.OV 30.1V Optimum Operating Current Imp 7.78A 7.90A 8.03A 8.17A 8.30A Open Circuit Voila a (Voc) 36.8V 36.9V 37.OV 37.1V 37.2V Short Circuit Current (isc) 8.34A 8.46A 8.59A 8.74A 8.87A Module Efficiency 14.30% 14.61e% 1 14.92% 1 15.23°% 15.54% Operating Temperature -40C,-+85'C Maximum System Voltage 1000V (IEC) 160OV(UL) Maximum Series FuseRaling 15A Application Classification Class A Power Tolerance 0 - +5W Temperature Coefficient Pmax •0.43%fC Voc .0.34 %fC ISO 0.065 %fC Normal Operating CellTemperatur 45t2t, Under Standard Test conditions (STC)ofirradianceof1000INW.speclrumAM1.5and cell temperature of25U En lneerin Drawin s NOCT CS8P=230P CSOP•235P CS6P-240P 086P-2451` C615P450P. Nominal Maximum Power (Pmax) 167W 170W 174W 178W 181W Optimum Operating Voltage Vm ) 27.OV 27.2V 27.3V 27AV 27.5V Optimum Operating Current(Imp) 6.18A 6.27A 6.38A 6.49A 6.60A Open Circuit Voltage (Vac) 33.8V 33.9V 34.0V 34.1V 34.2V Short Circuit Current (ISO) 6.76A 6.86A 6.96A I 7.08A 7.19A Under Normal Operating Cell Tempetatu re. Irradlance of800 Wrm', speclrurnAM l.S, amblenitemperature 20i:. wind speed i mrs Mechanical Data Cell Type Poly -crystalline 156 x 156mm, 2or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982x 40mm (64.5x 38.7 x f .571n) Weight 20kg (44A Ibs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J•BOX IP65, 3 diodes Cable 4mm'(IEC)112AWG(UL), 1100mm Connectors MC4 or MC4Comparabie Standard Packaging (Modules per Pallet) 24pcs Module Places per contalnar (40 ft. Container) 672pcs (40'll About Canadian Solar Canadian Solar Inc. Is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of Ingots,wafers, cells, solarmodules and solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them withsolullons for aillhelr solar needs. EN Rer 3.39 Copyright, 2011 Caledlan 50v Inc. Canadian Solar was founded In Canada In 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006, Canadian Solar has already expanded its module manufacturing capacity to 2.050W and cell manufacturing capacity to1.3GW In 2011. southburlington VFRMnNT MEMORANDUM TO: South Burlington City Council & City Manager FROM: Kimberly L. Murray, Development Coordinator SUBJECT: Continued Public Hearing: Interim Zoning Application PIZ-12-14 (462 Shelburne Road) DATE: January 7, 2013 City Council meeting Tonight's continued public hearing is an application to raze the existing Liberty Inn and Suites and construct a 32,000 square foot, three story, general office building with 131 parking spaces located in the Commercial 1 —Residential 15 Zoning District at 462 Shelburne Road. The site is 1.71 acres. After receiving input on the application from the City Council and the neighbors, the applicant has submitted a revised narrative, rendering, and site plan illustrating an amended plan for a three story 31,280 square foot general office building with 121 parking spaces. Changes include relocating the building, reducing parking, adding more screening and vegetative buffer, and creating a pocket park. Bob Bouchard from Pizzagalli Properties, LLC, representing the applicant will be attending the meeting. 4, pL,.—"G ? Y s J V ," ✓► C� �i R�lis✓� liWvnc / /w-�✓�a�w /� — ( L $OS r.lT l (//� 0 / r- IZ^s • � L✓K'✓� J//-.-��y� i Gnu-- l�'i�/'� "� I�i��,/�� �u✓/ t ,A i f l van r `'ems rave `v� -�6 e V U 5 Dorset Street South Burlington, VT 05403 tel �902f,846.4131 L. -e_ o C.P_�CA% ax 802.846.4101 www.sburl 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 802.66o.680o F 802.660.6868 wAv.p izzagalliQroperti es.com PIZZAGALLI PROPERTIES, LLC December 19, 2012 Ms. Kimberly Murray Project Director City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Interim Zoning Conditional Use Application Pizzagalli Properties, LLC 462 Shelburne Rd. South Burlington, VT 05403 Dear Kimberly, In conjunction with the Interim Zoning Development Review Process, this letter serves as a narrative to address the submission requirements of Interim Zoning Conditional Use application for the proposed commercial development to be located at 462 Shelburne Rd., in South Burlington, VT. Specifically, it details how the proposed development will not be in conflict with any amendments to the Land Development Regulations that the City ultimately adopts to implement the five goals outlined in the Interim Zoning submission requirements. Furthermore, it explains why the proposed development will not result in arl undue adverse effect on the six criteria listed in Section VI of the Interim Bylaw. This project involves the redevelopment of the existing commercial properties associated with 462 Shelburne Rd. As you may be aware, this property is bisected by Hadley Rd. and contains two separate parcels. Both of these parcels currently serve as portions of the Liberty Inn & Suites, a motel complex, with lodging units on both parcels. The proposal is to raze the existing structures and parking areas and completely redevelop the property with a new, three story commercial office building to be located on the western portion of the southern parcel. The remainder of the southern parcel, as well as the northern parcel, is proposed to be used for surface parking in support of the proposed building. There are several advantages to the project that will serve as a benefit to the City of South Burlington and the community. The existing motel, which is dilapidated, outdated and in need of repair will be removed from the community. It will be replaced by a modern, commercial office building that is not only an obvious upgrade over the existing facility but could serve as a community example of the implementation of form -based code for commercial development. Pizzagalli Properties has worked hard to involve our abutters and neighbors in the proposed use and design of this project. Several changes from the original civil and architectural designs were made to achieve a general consensus of approval for the project as it is currently proposed. Some of the changes include a softening of the building and a reduction in size. Adding additional landscaping and screening as well as creating a pocket park on the sites southeast corner. The lots primary parking areas are to be screened from public view by a 4' high brick wall, which will be planted with ivy. The proposed building has been moved to the south, so that it is situated directly adjacent to other commercial uses of similar size and scale. By locating it to the south, it is also further away from the closest neighboring residential properties. The proposed building has been turned to face the narrow end towards Shelburne Road. The north parcel parking area would be screened from public view by a proposed 4' high masonry wall covered in ivy. A strong emphasis would be placed on pedestrian accessibility and creating safer traffic patterns for both pedestrians and vehicles. To that affect, another significant benefit of the project would be the elimination of one of the existing curb cuts along Shelburne Rd., as well as an overall reduction of curb cuts fi•om the existing seven (7), to a proposed three (3) curb cuts. In addition to the removal of several curb cuts, the two (2) proposed curb cuts on Hadley Rd. would be moved farther away from the Shelburne Rd. intersection, allowing for more queuing capacity along Hadley Rd and safer access to the two parcels. As this project constitutes an alteration to an existing structure used for commercial purposes, it is subject to Interim Bylaw under Section III, E. Below is a list of the applicable Interim Bylaw Sections with a brief description of the project's impact on each item. Interim Zoning Bylaw Review — Section II (i) — Adopt a Form Based Code -style regulation for the Williston Road/Dorset Street/City Center area and possibly other areas of the City. This property lies within a section of Shelburne Rd. that will most likely be implementing form based code under fiuture regulation revisions. Although there is not a clear understanding of the potential form based code that would be considered for this area, the proposed project represents an urban commercial redevelopment for which form based code is very applicable. Pizzagalli Properties has made a substantial effort to work with its abutters and neighbors to determine the desired use and building design. The preliminary site design and layout have been prepared with input from our neighbors and with form based code in mind and represent a strong tie to many of the goals of form based code regulation. Main components of form based codes for this type of use include the following: • The scale of building and appropriateness — The proposed development and building are of a size and height that are consistent with the surrounding commercial buildings. As is typically associated with form based code, the proposed building is planned to be located along the major road frontage, with the proposed parking being located in the 2 back of the facility or in a screened area. • Condensed, but appropriately sized development — By constructing a multiple floor commercial building the goal is met to keep the building massing and scale condensed but at the same time economically feasible. The proposed building size and height are very consistent with surrounding commercial buildings located directly next door and along this section of Shelburne Rd. • Public improvement and access — The proposed project would provide improvements in several areas. The reduced curb cuts would provide a benefit to the traffic along Shelburne Rd. Tile reduction and relocation of curb cuts along Hadley Rd. would provide a similar benefit. The sites would continue to be easily accessible while reducing the impact to the surrounding streets. • Appropriate landscaping — The proposed project would ultimately involve significant landscaping along the streets, proposed parking areas and especially within the screening buffer zones currently designated, between the commercial property and the residential properties to the east, under the current land use regulations. Please see the andscaping plan attached. Section II (ii) — Include support of sustainable agriculture as a City goal in the Comprehensive Plan. The existing development is located on soils classified as "prime" agricultural soils. However, as the existing property is substantially developed, considered an urban built tip area and the proposed project represents a redevelopment of an existing commercial use, the soils should not be considered important farmland. Section II (iii) — Include support of conservation of open space as a City goal in the Comprehensive Plan. The proposed commercial development will replace an existing motel (Liberty Inn & Suites) on property that is significantly developed with no existing open space. With input from abutters and neighbors, the proposed project includes a pocket park in the southeast corner of the site, with a dedicated access from the street. The proposed development includes extensive amounts of landscaping and screening throughout the site. And in the end does not result in any loss of open space. Please see the landscaping plan enclosed. Section II (iv) — Include support of promotion of housing for people of all incomes and stages of life as a City goal in the Comprehensive Plan. As the proposed project only represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. Section II (v) — Other aspects of the Purpose Statement in Section I of the Interim Zoning Bylaw. The proposed development represents a modest commercial development that is both consistent with the neighboring commercial properties and meets the presumed requirements of the potential future form based code. The proposed building will be situated along the frontage of Shelburne and Hadley Rd, with the proposed parking being located in the rear of the property. The existing curb cuts will be reduced from seven (7) to tluee (3), with all curb cuts on Hadley Rd. being relocated farther back from the Shelburne Rd. intersection. This should allow for better traffic flow along Shelburne Rd., easier turning movements and queuing on Hadley Rd. and overall safer pedestrian and vehicular access. Section VI (a) — The proposed development shall not result in an undue adverse effect on the capacity of the existing or planned community facilities, services or lands. Each of the community provided facilities and services are listed below, along with a brief summary of the potential impact this project will have on them: • Schools & Education — The proposed development, being a commercial building, will not generate enough additional students to cause significant adverse effect on the school system. There may be some residual impact to the community based on the potential for the proposed building to generate additional jobs for the community, although this, too, should have a minimal impact on the school system. • Highway Capacity & Maintenance — The project proposes to eliminate a total of four (4) existing curb cuts by reducing the existing seven (7) curb cuts to three (3). Additionally, one of the existing curb cuts on Shelburne Rd. will be eliminated leading to less direct access to and from Shelburne Rd. that is not located at a legitimate intersection. Furthermore, the two (2) proposed curb cuts on Hadley Rd. will be installed farther away from the Shelburne Rd. intersection than currently exist. This will allow for better queuing on Hadley Rd. and safer traffic patterns on both Shelburne and Hadley Rd. The proposed commercial building does have the potential to increase peak hour traffic based on the proposed use. The benefits of the access reconfiguration appear to outweigh the minor potential increase in traffic volume. • City Hall & Services — The proposed development will not have an impact on the demands on City Hall or its related services. But will result in a tax roll increase three (3) times higher than the existing use. • Fire/EMS Facilities & Services — The proposed development will reduce the demands on the City Fire and EMS services. The proposed building will be designed to meet local and State building standards which include adequate fire suppression and emergency systems. • Police Facilities & Services — This proposed development will greatly reduce the demand on police facilities and services. • Water & Sewer Facilities — The project would likely utilize City of Burlington municipal water and sewer services as Shelburne Rd. represents the closest access to such utilities. • Storu water Facilities — The existing parcels are fully developed and contain high percentages of impervious surfaces. As this project represents a redevelopment of a commercial property that cumulatively contains greater than an acre of impervious surface, State stormwater treatment standards would need to be accounted for and appropriate treatment practices implemented. This would likely include a combination of surface and subsurface treatment techniques. • Library Facilities & Services — The proposed development will not have a significant impact to the demands on the library or its related services as the proposed project represents a redevelopment of an existing commercial use. • Recreational Facilities & Services — The proposed development will not have a 4 significant impact to the demands of the City's recreational facilities or services as the proposed project represents a redevelopment of an existing commercial use. Housing & Affordable Housing — This property is currently utilized and zoned as a Commercial 1/Residential 15 lot, As the proposed project represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. Community Lands — There are four primary items to address with regards to community lands: o Open Space — Please see the revised site and landscaping plans attached that show proposed open spaces including a pocket park on the southeast corner of the site (closest to the Hadley Road neighborhood). This park will include a small path with benches and a dog waste station. o Prime Agricultural Soils — The existing development is located on soils classified as "prime" agricultural soils. However, as the property is substantially developed, considered an urban built up area and the proposed project represents a redevelopment of an existing commercial use, the soils should not be considered important farmland. o Form Based Codes — The preliminary site design and layout have been prepared with form based code in mind and represent a strong tie to many of the goals of form based code regulation. These include an appropriate scale and massing of building, locating the building along the road frontage, installing parking in the rear of the lot or in a screened area and placing a strong emphasis on pedestrian access and appropriate vegetation. o Travel Corridors — The property is located on a section of Shelburne Rd, which is a highly traveled, urban developed area. The proposed development is consistent with the intended use of this travel corridor. Section VI (b) — The proposed development shall not result in an undue adverse effect on the existing patterns and uses of development in the area. The property is located on Shelburne Rd., which is one of two main developed corridors in the City. This corridor contains both commercial and residential areas that are heavily concentrated along Shelburne Rd. The proposed commercial development will replace existing commercial development and be of a scale that is consistent with surrounding commercial development in the corridor. As the property abuts residential lots to the east, much consideration has been given to retaining an adequate buffer between the two uses to provide separation and the opportunity for the required vegetative landscaping. Please see both site and landscaping plans enclosed. Furthermore, by relocated the proposed building along the frontage of Shelburne Rd., one of the main goals of form based code is being met while also providing a more appropriate buffer between the commercial and residential uses. Section VI (e) — The proposed development shall not result in an undue adverse effect on traffic on roads and highways in the vicinity. As outlined in Section VI (a), Highway Capacity & Maintenance, the project proposes to eliminate a total of four (4) existing curb cuts by reducing the existing seven (7) curb cuts to three (3). Additionally, one of the existing curb cuts on Shelburne Rd. will be eliminated leading to less direct access to and from Shelburne Rd. Furthermore, the two (2) proposed curb cuts on Hadley Rd. will be installed farther away from the Shelburne Rd. intersection than currently 5 exist. This should allow for better queuing on Hadley Rd. and safer traffic patterns on both Shelburne and Hadley Rd. The proposed commercial building does have the potential to increase peak hour traffic based on the proposed use. However, the benefits of the access reconfiguration appear to outweigh the minor potential increase in traffic volume. Section VI (d) — The proposed development shall not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. The property does not appear to have any environmental limitations or any significant natural resources. There also appear to be no environmental limitations or significant natural resources on the abutting properties. The proposed development should not have an adverse effect on the environmental limitations of the site or on any significant natural resources. Section VI (e) — The proposed development shall not result in an undue adverse effect on utilization of renewable energy resources. The proposed development does not include any type of renewable energy production on site. With the proposed building being located along the western portion of the southern parcel and sufficiently separated from surrounding properties, there should be no impact on the potential use of renewable energy resources by adjacent properties. Section VI (f) — The proposed development shall not result in an undue adverse effect on municipal plans and other municipal bylaws, ordinances or regulations in effect. The City of South Burlington's Comprehensive Plan goals were most recently adopted on March 9, 2011. Within this comprehensive plan are several goals related to the well being of the City, region, environment and community. Each of the general plan goals are listed below, along with a brief summary of the potential impact this project will have on them: • Regional Cooperation — The proposed development is located within an urban area and is consistent with the community development. The proposed development does not alter this position and the project will not inhibit any regional plan coordination. • City Identity & City Center — The proposed development is not within the designated City Center area. • Population & Balanced Rate of Growth — The proposed development is commercial in nature and should not have a significant impact on the population balance or growth. • Quality Environment —There are no water courses, wetlands, wildlife corridors, rare vegetation or other viable potential natural resources to be impacted by this project. • Land Use Distribution — The property is located within the Commercial I zoning district, which encourages moderate density convnercial use. The proposed development meets the definition of commercial use and is consistent with the zoning district's density requirements. • Open Space Planning — The proposed commercial development will replace existing 6 commercial development on a property that is significantly developed with no existing open space. The proposed project incorporates additional open space with the construction of a pocket park on the sites southeast corner. • Housing — As the proposed project only represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. • Schools — The proposed development is commercial in nature and will not have a significant impact on the community schools. • Recreation — The proposed commercial development will replace an existing commercial development that currently has no existing recreation space. The proposed development will include a pocket park with benches as well as new bike storage on site and internal showers to support riders and runners. 0 Economic Development — The proposed commercial development will replace an existing commercial development that is not efficiently used. The proposed commercial office building will be a benefit to the local economic community and result in an approximate tax roll increase three (3) times higher than the existing use. • Transportation- The proposed commercial redevelopment is located along Shelburne Road which has high accessibility to public transportation. • Public Utilities & Services — Given the small scale of the proposed development, there will not be a significant adverse effect on public utilities and service. • Land Use Through Zoning — The existing property is located within the Commercial 1 zoning district. The proposed development represents an approved use for this property and is consistent with the other properties in this area. In summary, we strongly believe that this project will benefit the community without inflicting any undue adverse effects on the surrounding area, public utilities and facilities or regional development plan. Pizzagalli Properties has worked hard to get a general consensus from our abutters, neighbors and the local community as to the desired use, design and scale of the proposed project. Furthermore, this project is in compliance with the requirements as set forth by the interim zoning bylaws and municipal plan and could serve as a strong community example of the implementation of form based code in the City. If you have any questions or concerns regarding this Interim Zoning Conditional Use application and associated plans, please feel free to contact me. Sincerely: Robert Bouchard Development Manager CC: Jeffrey Olesky, P.E. VA a 462 Shelburne Road - Pizzagali Properties, LLC Project Number I Printed: 11/30/2012 3:25:02 PM 1 r I 1 I I1 I I -jar r I 1 1 M BIELILWA ROAD I 1 e roll DECOR 1NE NP BORv0.ruNDJc BJFTFR—ER I BAOCK EENWll eOREENEENOE A.EA iOIRFATE —• j _ PUtRFD WI B�TCN PEY �T1--0 I 1 I 1 SGPED gLAN05 BOAPED IR!e0 I I I I ,,. wiva00+. IT BREATAP OViSU.LL BREAKUP LOT AR.- -- I I • e � - _ —.e,� -_ E,Is,�NC EErx. � I3, 1 � I S 1 1 1' NEAVTIr LAIIDSCABRE STREET 1 1 EOOPEATE LRTEP 1 1 I RIIIAMLLI VIWKRTEe STREETETTREES _ � I 1 e1DCIE eLREEN —..� _ • — __ _ `� , 1 1 ASAAIIm Wi BOBTOTO N HV 1 1 o m LEY OAD I W PLANTED W/BOSTON NV — I z NEW STREET TREES 'aJ • _ aY q MI NCR SC µEEN NA.1TM �;A NEW STREET iREES ( TED 090N M• PROPOSED PPiv e�mEET TREES I PROPOSED 210,560 SF 1 COMMERCIAL _ J I OFFICE BUILDING WITH �I JJ ORNANEN*ni s16R10s i eTAUDECOMTM 1 AND P_'E—S K I THREE FLOORS ' 1 TOTAL GFA = =31,290SF _c 1 I w per. 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OatYplm End Putlk Wwk. Deawtm— tlo IMe — — - G«lwm.e 1. —1. tm..1. pm. A.P.9. ff fjj 1 s[n.<Y EF.n f � H+•�.®r, ».K".'e�lEs ! I` qrM t11mIWW6 rusouArzs INC i e� I 12 12 ]P I ip. J50 12 I 1 .VPllcaa�. I' I PIZZAGALLI I■ I �� PROPERTIES I xEn•c r LLC I. I I ■ SOUTH6JO BURUNGLINGTON VERMOAITO 07 42 In I / / I �j' 'w■ - I PROPOSED L . f SITE S— 1• _ . _ . _ I �« 31�rAdL REDEVELOPMENT YAtt Aso i►� _ ° aE. !.! .•. �•"Ncs Arm 452 3HELBURNE ROAD SOUTH RUR{.INGTOM ROAD ! �- HADLEY e a: IMaPnvo � -..- \■ Ixtoran ues 9 �.- - ._ __--L_ L 1 s.nt x■Ya aL - ' - - - �- = - _ a__ _ 1 •� i � � aatdlcr \ \ � � 1M' C6x9RR •U[OAIX — •�. 1 y^ _ _ �-_ "`/(_ D eygl■� � - - _ _ _ _ e I i PROPOSED ±10,560 SF - • - . - - • COMMERCIAL e!• OFFICE BUILDING WITH 10 f I THREE FLOORS TOTAL GFA = I ±31,280 SF i �sY :n'rc' f■ I I I• :.ed A. I�q 9 «�� :• C, _ � 1 ��., • Pam.• p� I, x PARKING CALCULATIONS I 0.eae•.e GPA - 11,]da .1 w, a d P«Yn9 SP , - Isl x� ].9 .pwe./1,000 .i GiA I 1 A. - Il+ So, BURLINGTON LOCATION M1P in PRELIMINARY PROPOSED SITE PLAN T.w� 1s = 2' C 1.0 t 219%C southburlington VFRMONT MEMORANDUM TO: South Burlington City Council & City Manager FROM: Kimberly L. Murray, Development Coordinator SUBJECT: Public Hearing Interim Zoning Application #IZ-12-14 (462 Shelburne Road) DATE: November 5, 2012 City Council meeting Tonight's public hearing is an application to raze the existing Liberty Inn and Suites and construct a 32,000 square foot, three story, general office building with 131 parking spaces located in the Commercial 1 -Residential 15 Zoning District at 462 Shelburne Road. The site is 1.71 acres. \> s a-w- The applicant, Pizzagalli Properties, LLC, has provided a narrative of how they believe they meet the Interim Zoning review criteria in accordance with the guidance prepared by the City Attorney, as well as a site plan dated 7/27/12, and a rendering of the proposed building which are included with this memo. Our understanding is a representative for the applicant, Bob Bouchard from Pizzagalli Properties, LLC, will be in attendance at the public hearing ovn�-Monday. lIf b.o -1 ,C, l.b-k- --toe (*.� -�, �� S � �--•-{' ' a►'� `/� �'O �°"'" kT �`% 575 Dorset Street South Burlington, VT 05403 tel 802.846.4131 fax 802.846.4101 www.sburi.com PIZZAGALLI PROPERTIES, LLC September 19, 2012 Mr. Paul Conner Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Interim Zoning Conditional Use Application Pizzagalli Properties, LLC 462 Shelburne Rd. Southli Burlingfo-ff—,Vr05403 Dear Paul, 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 802.660.680o F 802.66o.6868 vnnv.pizza ag_lliproperties.com In conjunction with the Interim Zoning Development Review Process, this letter serves as a narrative to address the submission requirements of Interim Zoning Conditional Use application for the proposed commercial development to be located at 462 Shelburne Rd., in South Burlington, VT. Specifically, it details how the proposed development will not be in conflict with any amendments to the Land Development Regulations that the City ultimately adopts to implement the five goals outlined in the Interim Zoning submission requirements. Furthermore, it explains why the proposed development will not result in an undue adverse effect on the six criteria listed in Section V1 of the Interim Bylaw. This project involves the redevelopment of the existing commercial properties associated with 462 Shelburne Rd. As you may be aware, this property is bisected by Hadley Rd. and contains two separate parcels. Both of these parcels currently serve as portions of tine Liberty Ilin & Suites, a motel complex, with lodging units on both parcels. The proposal is to raze the existing structures and parking areas and completely redevelop the property with a new, three floor commercial office building to be located on the western portion of the northern parcel. The remainder of the northern parcel, as well as the southern parcel, is proposed to be used for surface parking in support of the proposed building. There are several advantages to the project that will serve as a benefit to tine City of South Burlington and the community. The existing motel, which is dilapidated, outdated and in need of repair will be removed from the community, It will be replaced by a modern, commercial office building that is not only an obvious upgrade over the existing facility but could serve as a community example of the implementation of form -based code for commercial development. The proposed building would be located along the frontage in unison with updated streetscape, with the proposed parking being located in the rear of the property, screened by adequate vegetation. The south parcel parking area would be screened by a combination of vegetative screening and a proposed masonry wall along Shelburne Rd. A strong emphasis would be placed on pedestrian accessibility and creating safer traffic patterns for both pedestrians and vehicles. To that affect, another significant benefit of the project would be the elimination of the two existing curb cuts along Shelburne Rd., as well as an overall reduction of curb cuts from the seven (7) that exist, to a proposed two (2) curb cuts. In addition to removing all curb cuts from Shelburne Rd., the two (2) proposed curb cuts on Hadley Rd. would be moved farther away from the Shelburne Rd. intersection, allowing for more queuing capacity along Hadley Rd and safer access to the two parcels. As this project constitutes an alteration to an existing structure used for commercial purposes, it is subject to Interim Bylaw under Section III, E. Below is a list of the applicable Interim Bylaw Sections with a brief description of the project's impact on each item. Interim Zoning Bylaw Review — S tco'�i II-(t = Aziopt-a-44orm-Based-Code=style-regulation-for-the-Williston-Road/Dorset Street/City Center area and possibly other areas of the City. This property lies within a section of Shelburne Rd. that will most likely be implementing form based code under future regulation revisions. Although there is not a clear understanding of the potential form based code that would be considered for this area, the proposed project represents an urban commercial redevelopment for which form based code is very applicable. The preliminary site design and layout have been prepared with form based code in mind and represent a strong tie to many of the goals of form based code regulation. Main components of form based codes for this type of use include the following: • The scale of building and appropriateness — The proposed development and building are of a size and height that are consistent with the surrounding commercial buildings. As is typically associated with form based code, the proposed building is planned to be located along the major road frontage, with the proposed parking being located in the back of the facility or in a screened area. • Condensed, but appropriately sized development — By constructing a multiple floor commercial building the goal is met to keep the building massing and scale condensed but at the same time economically feasible. The proposed building size and height are consistent with surrounding commercial buildings located along this section of Shelburne Rd. • Public improvement and access --- The proposed project would provide improvements in several areas. The reduced curb cuts would provide a benefit to the traffic along Shelburne Rd. The reduction and relocation of curb cuts along Hadley Rd. would provide a similar benefit. The sites would continue to be easily accessible while reducing the impact to the surrounding streets. 2 • Appropriate landscaping — The proposed project would ultimately involve significant landscaping along the streets, proposed parking areas and especially within the screening buffer zones currently designated, between the commercial property and the residential properties to the east, under the current land use regulations. Section.II (ii) — Include support of sustainable agi•icultu►•e as a City goal in the Comprehensive Plan. The existing development is located on soils classified as "prime" agricultural soils. However, as the existing property is substantially developed, considered an urban built up area and the proposed project represents a redevelopment of an existing conunercial use, the soils should not be considered important farmland. Section II (iii) — Include support of conservation of open space as a City goal in the Comprehensive Plan. The proposed commercial development will replace existing commercial development on a property that is significantly developed with no existing open space. While the proposed project does not conserve any additional open space, it does not result in any loss of open space. Section II (iv) — Include support of promotion of housing for people of all incomes and stages of life as a City goal in the Comprehensive Plan. As the proposed project only represents a redevelopment of an existing conunercial use, the ability to provide an affordable housing component does not need to be addressed. Section II (v) — Othei- aspects of the Purpose Statement in Section I of the Interim Zoning Bylaw. The proposed development represents a modest commercial development that is both consistent with the neighboring commercial properties and meets the presumed requirements of the potential future form based code. The proposed building will be located along the frontage of Shelburne Rd. with the proposed parking being located in the rear of the property. The existing curb cuts will be reduced from seven (7) to two (2), with all curb cuts along Shelburne Rd. being removed and the curb cuts on Hadley Rd. being relocated farther from the Shelburne Rd. intersection. This should allow for better traffic flow along Shelburne Rd., easier turning movements and queuing on Hadley Rd, and overall safer pedestrian and vehicular access. Section VI (a) -- The proposed development shall not result in an undue adverse effect on the capacity of the existing oi- planned community facilities, services oa- lands. Each of the community provided facilities and services are listed below, along with a brief summary of the potential impact this project will have on them: • Schools & Education — The proposed development, being a commercial building, will not generate enough additional students to cause significant adverse effect on the school system. There may be some residual impact to the community based on the potential for the proposed building to generate additional jobs for the community, although this, too, should have a minimal impact on the school system. 3 • Highway Capacity & Maintenance -- The project proposes to eliminate a total of five (5) existing curb cuts by reducing the existing seven (7) curb cuts to two (2). Additionally, the existing curb cuts on Shelburne Rd. will be eliminated leading to less direct access to and from Shelburne Rd. that is not located at a legitimate intersection. Furthermore, the two (2) proposed curb cuts on Hadley Rd. will be installed farther away from the Shelburne Rd. intersection than currently exist. This will allow for better queuing on Hadley Rd. and safer traffic patterns on both Shelburne and Hadley Rd. The proposed commercial building does have the potential to increase peak hour traffic based on the proposed use. The property does fall within the traffic overlay districts. However, based on the elimination of the Shelburne Rd. curb cuts and relocation of the Hadley Rd. curb cuts, the proposed project would not be subject to the traffic overlay requirements. The benefits of the access reconfiguration appear to outweigh the minor potential increase in traffic volume. • City Hall & Services — The proposed development will not have an impact on the demands on City Hall or its related services. But will result in a tax roll increase three (3) times higher than the existing use. • Fire/EMS Facilities & Services — The proposed development will have a minimal impact on the demands of the City lire and EMS services as the proposed project only represents a redevelopment of an existing commercial use. The proposed building will be designed to meet,local and State building standards which include adequate fire suppression and emergency systems. • Police Facilities & Services — The proposed development will have a reduced impact on police facilities and services. • Water & Sewer Facilities — The project would likely utilize City of Burlington municipal water and sewer services as Shelburne Rd. represents the closest access to such utilities. • Stornnvater Facilities -- The existing parcels are fully developed and contain high percentages of impervious surfaces. As this project represents a redevelopment of a commercial property that cumulatively contains greater than an acre of impervious surface, State stormwater treatment standards would need to be accounted for and appropriate treatment practices implemented. This would likely include a combination of surface and subsurface treatment techniques. • Library Facilities & Services — The proposed development will not have a significant impact to the demands on the library or its related services as the proposed project represents a redevelopment of an existing commercial use. • Recreational Facilities & Services — The proposed development will not have a significant impact to the demands of the City's recreational facilities or services as the proposed project represents a redevelopment of an existing commercial use. • Housing & Affordable Housing — This property is currently utilized and zoned as a Commercial 1/Residential 15 lot. As the proposed project represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. • Community Lands — There are four primary items to address with regards to community lands: o Open Space — As the existing parcels are very well developed, contain high percentages of impervious surfaces and the proposed development only represents a redevelopment of an existing commercial use, there is no planned designated open space associated with this application. 4 o Prime Agricultural Soils — The existing development is located on soils classified as "prime" agricultural soils. However, as the property is substantially developed, considered an urban built tip area and the proposed project represents a redevelopment of an existing commercial use, the soils should not be considered important farmland. o Form Based Codes — The preliminary site design and layout have been prepared with form based code in mind and represent a strong tie to many of the goals of form based code regulation. These include an appropriate scale and massing of building, locating the building along the road frontage, installing parking in the rear of the lot or in a screened area and placing a strong emphasis on pedestrian access and appropriate vegetation. o Travel Corridors — The property is located on a section of Shelburne Rd. which is a highly traveled, urban developed area. The proposed development is consistent with the intended use of this travel corridor. Section VI (b) -- The proposed development shall not result in an undue adverse effect on the existing patterns and uses of development in the area. The property is located on Shelburne Rd., which is one of two main developed corridors in the City. This corridor contains both commercial and residential areas that are heavily concentrated along Shelburne Rd. The proposed commercial development will replace existing commercial development and be of a scale that is consistent with surrounding commercial development in the rnr'id-or:A-s-tlrepr�Dpert"birt�de-rTitti-lots to the east, consider Lion h—aw-been given to retaining an adequate buffer between the two uses to provide separation and the opportunity for the required vegetative landscaping. Furthermore, by relocated the proposed building along the frontage of Shelburne Rd., one of the main goals of form based code is being met while also providing a more appropriate buffer between the conunercial and residential uses. Section VI (c) — The proposed development shall not result in an undue adverse effect on traffic on roads and highways in the vicinity. As outlined in Section VI (a), Highway Capacity & Maintenance, the project proposes to eliminate a total of five (5) existing curb cuts by reducing the existing seven (7) curb cuts to two (2). Additionally, the existing curb cuts on Shelburne Rd. will be eliminated leading to less direct access to and from Shelburne Rd. that is not located at a legitimate intersection. Furthermore, the two (2) proposed curb cuts on Hadley Rd. will be installed farther away from the Shelburne Rd. intersection than currently exist. This should allow for better queuing on Hadley Rd. and safer traffic patterns on both Shelburne and Hadley Rd. Tire proposed commercial building does have the potential to increase peak hour traffic based on the proposed use. The property does fall within the traffic overlay districts. However, based on the elimination of the Shelburne Rd. curb cuts and relocation of the Hadley Rd. curb cuts, the proposed project would not be subject to the traffic overlay requirements. The benefits of the access reconfiguration appear to outweigh the minor potential increase in traffic volume. Section VI (d) - The proposed development shall not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. The property does not appear to have any environmental limitations or any significant natural resources. There also appear to be no enviromuental limitations or significant natural resources on the abutting properties. The proposed development should not have an adverse effect on the environmental limitations of the site or on any significant natural resources. Section VI (e) - The proposed development shall not result in an undue adverse effect on utilization of renewable energy resources. The proposed development does not include any type of renewable energy production on site. With the proposed building being located along the western portion of the northern parcel and sufficiently separated from surrounding properties, there should be no impact on the potential use of renewable energy resources by adjacent properties. Section VI (f) - The proposed development shall not result in an undue adverse effect on municipal plans and other municipal bylaws, ordinances or regulations in effect. The City of South Burlington's Comprehensive Plan goals were most recently adopted on March 9, 2011. Within this comprehensive plan are several goals related to the well being of the City, -ogi n,,-environment-axrd community Eaelr6fth�general-plan-gnats-are-listed-13eluw,-along-vith a brief sunmiary of the potential impact this project will have on them: • Regional Cooperation - The proposed development is located within an urban area and is consistent with the community development. The proposed development does not alter this position and the project will not inhibit any regional plan coordination. • City Identity & City Center - The proposed development is not within the designated City Center area. • Population & Balanced Rate of Growth - The proposed development is commercial in nature and should not have a significant impact on the population balance or growth. • Quality Environment -There are no water courses, wetlands, wildlife corridors, rare vegetation or other viable potential natural resources to be impacted by this project. • Land Use Distribution - The property is located within the Commercial I zoning district, which encourages moderate density commercial use. The proposed development meets the definition of commercial use and is consistent with the zoning district's density requirements. • Open Space Planning - The proposed commercial development will replace existing commercial development on a property that is significantly developed with no existing open space. While the proposed project does not conserve any additional open space, it does not result in any loss of open space. • Housing - As the proposed project only represents a redevelopment of an existing conmiercial use, the ability to provide an affordable housing component does not need to be addressed. • Schools - The proposed development is commercial in nature and will not have a significant impact on the community schools. • Recreation — The proposed commercial development will replace existing commercial development on a property that is significantly developed with no existing recreation space. While the proposed project does not create any additional recreational space, it does not result in any loss of recreational space. • Economic Development — The proposed commercial development will replace existing commercial development that is not efficiently used. The proposed commercial office building will be a benefit to the local economic community and result in an approximate tax roll increase three (3) times higher than the existing use. • Transportation- The proposed commercial redevelopment is located along Shelburne Road which has high accessibility to public transportation. • Public Utilities & Seivices — Given the small scale of the proposed development, there will not be a significant adverse effect on public utilities and service. • Land Use Through Zoning — The existing property is located within the Commercial 1 zoning district. The proposed development represents an approved use for this property and is consistent with the other properties in this area. In summary, we strongly believe that this project will benefit the community without inflicting any undue adverse effects on the surrounding area, public utilities and facilities or regional development plan. Furthermore, this project is in compliance with the requirements as set forth by the interim zoning bylaws and municipal plan and could serve as a strong community example of the implementation of form based code in the City. If you have any questions or concerns regarding this Interim Zoning Conditional Use application and associated plans, please feel free to contact me. Sinc ely: Robert Bouchard Development Manager CC: Jeffrey Olesky, P.E. 7 LEGEND ----3se---- —336— E%ISTNG CONIWR PRWOSED CWTWF — — — — — — - — O O — —55— — —N— APPRO%IYATE PROPFRtt LWE APPROXIMATE SETBACN I-E IRON PM FWND CONCRETE MONUMENT FQ1N0 CRANTY SENIIi LNE FORCE uAIN — — W — —0E— — —UE— — — G — — —ST— WATEA MNE OMD .G ELECTRIC UNDERGRWND ETECTRIC GAS UNE — DRAINAGE ENE ® SEWER YA.— (Pi STORM 11A.— jX o NITRANT sHUT-pr m. ® POWER POLE G1YSI BASIN .o J.T POIE SGA` .e� 4:J mmms TREE rvwwwv� Gdlffl —TREE ED. OF BRUSH/WJDDS —.—.— FENCE --.—_— E—GE SwAa GENERAL NOTES I GRAPHIC SCALE wee m 1n 1. Julti a whom do not purport to --huts or repreaen[ all alai. 1—" upon or 0).—I to 111. arveyed premi.es. ENIstMg Malty —ti... are approXYnote any The Contrmtor Mall "I'd —fy dl uttl ly conflict. All durepanclea —11 be raorletl to the Engineer The Cmtrm/m Mdl Cmtocl DS Sale (888 344-7233) Nw to any conebuct on 2 All-I.ting utl hive not nmryor - Mt. the fi-I all be removed •abandoned III indlcaled m the plans or dkected by the Engineer 3. The Cmtrmtm Mall maintain s bunt N.. (with tie.) ford undagrmnd utNitlee. Those plan. MdI be Aubmitted to the owner at the completim of the protect. A. The Cmtmetm Mall repair/restore all dbt—Ad ores (m m off the Wte) a.. dlr.ct m Indrect result of the amsWctbn 5. NI grassed areas Man be mainldned until MI veget.tim is atIWIIlhed. 6. McMt- all treef mWd. If conaWdim I-bi. 7. The Cmtrdetm Moll be r,Vw,IbI, for WI von necessary fw complete and Ii,WINe facnities and aunties. S. If the budding i. to be Apenklered, book now prew10m anon be proWd.d In accmd.nce with AWWA MIA. The Site Contractor Mall construct Ma veal• IMe to two feet above Me f hh,ld floor. See mechonled pima ftt riser detail. 9. The Contractor —1submit shop er.rhgs for all It— and ma rlals Incorporated Mte the .Ile work. Work .hall not beem unt gln m ony Itil shop dra.i.9 Ipproval is grmtAd. 10. In odditlm to the reaukemml..et In these pions one spedfi<auma, the Cmtmdor Man cor.plele the won in daoord.— with dl permit cmditloa and any local Public Woks Standard. 11. The tdermce for f— grades for It P.—t. r.Ikw.N and lawn area. shall b. 0.1 feet. 12. Any deralering necessary for the compl,tb of the alto ran Mall be coa.idered as part of the cmtm,t and shall be Me Contactor'. r,Vmeibllty. 13. The Cmlraclor —1 Coardh- of work within T.— Rmd R.O.W. -1, Town .ut—itle.. 14, The Contractor —11 install the elec4lcd, code and tMVhme service. M .ecordonce -1, th. utility comps ids rAq.irementI,. 15. EWsling Pavement and tree stump, to be remoud Mall be di-" If .t m appr— off—site I.Nim. All pavement cuts —I be made rich a povemml saw. 16. If th— .re an^ conflict. or ii-ilt-III, with the plane a specif.—A, the Contractor shall co tact the EngM,w fin veri ,N- b.fine work —th.. m the Item N _Iltim. 17. Prapmly line Inform.tlm is appror N, wd based on .sitting tar map lormatim. 1Wia plm i. not a boundary survey and le not W.— to be used I. one. Eai.ting utlliti.. re bused I,_ in fomnd[idn provided by the Smth 8-11 m Water and Ne B.Hinglm Publ'R Woks Deparlmat. No fWd won nos ban performed to create IN. It. plan. 1 ns.u-than ^ I I l APPROXIMAT E�pl n'.�coan I / SEIBACN EMITS �u 2 — I' I 15 SMART uZw511ELBURN�RD ns+D- a6Z-c I I■ I u :as n� is I =iW 1 I I I • PROPOSED 10,656 SF r I COMMERCIAL hII OFFICE BUILDING WITH • I i■ THREE FLOORS` I i ' TOTAL GFA — 31,968 SF I . wA'ER SER SEE / _ . •— _ — �. I _ -1 _ _ HADLEY ROAD ! PRDPD6FD AOEW U \ I —•— B _ 1 AND CROSSWAE( - ✓i .PROXIYWIE� I I AIL sup—M AND I •E au�A _yy._ 1p1E ( N ZONING pS1A — — BDUNDARr crdSTHG CONCRETE S"—LN _ ^ — — —ss — —tSl P.320E — �8�4 10 u I II I IG• 7 All II' I I■ O I • �� • —1 T. MAP 11- 1 50-11ED I SCRCCN VG w,t , Dw62-c I APPROXIMATE • n _ I YTaADN EYUE 1, All PARKING CALCULATIONS LL° I era. -nth. ,n ro..� uc I PropaeeI GFA a 10,656 sf/Roar O 3 floor � 31,969 of Pr�- oposed Pon Mg Spaces — 133 spaces Allman. _ 4.2 apace./1,000 .f GFA 1 I I � STT6 ENGINeeR: i I I CI171 EIIGINlW �K60tlA71C IIIC YYB6L �Maq�Nn10 JSO \ S JO SO APPIJ— PIZZAGALLI PROPERTIES LLC 50 JOY DRIVE SOUTHBURLINGTON VERMONT 05407 PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 M E a 6 Jos" BURLINGTON LOCATION MAP PRELIMINARY PROPOSED SITE PLAN Y�1/RES 15 �•RES JUN. 27, 2012 a .ati ea..e 1'=20' C1.0 12197K No Text No Text MEMORANDUM TO: South Burlington City Council & City Manager FROM: Kimberly L. Murray, Development Coordinator SUBJECT: Continued Public Hearing: Interim Zoning Application #IZ-12-14 (462 Shelburne Road) DATE: December 3, 2012 City Council meeting Tonight's continued public hearing is an application to raze the existing Liberty Inn and Suites and construct a 32,000 square foot, three story, general office building with 131 parking spaces located in the Commercial 1 —Residential 15 Zoning District at 462 Shelburne Road. The site is 1.71 acres. At the last public hearing on November 5, 2012, the applicant, Bob Bouchard from Pizzagalli Properties, LLC, received input on the application from the City Council and the neighbors that they wish to incorporate into their plans. The applicant has met with the neighbors since November 5th to discuss what they would like to see for a use on this site. They are meeting once more, and then a new draft site plan will be submitted for the City Council's review. The applicant is requesting that the public hearing be continued to the next available meeting to allow time for revising the site plan and incorporating comments received. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4131 fax 802.846.4101 www.sburl.com Kimberly Murra From: Bob Bouchard <Bob.Bouchard@pizzagalliproperties.com> Sent: Friday, January 04, 2013 9:49 AM To: Kimberly Murray Subject: FW: 462 Shelburne Rd. Trip Calculations y Hi Kimberly: Please find below the attest ITE traffic numbers for the proposed 462 Shelburne Road project for your files. We will tell the City Council of our plans to conduct a full traffic study at the DRB level. Sincerely: Bob From: Jeff Olesky [ma iIto: jolesky@cea-vt.com] Sent: Friday, January 04, 2013 8:58 AM To: Bob Bouchard Subject: RE: 462 Shelburne Rd. Trip Calculations Using ITE trip manual (91h edition). The calculations are below (existing = 23 trips in the peak PM hour, proposed = 114 trips in the peak PM hour). • Proposed General Office Building • ITE Land Use Code 710 • X = 31,280 sf • PM Peak Hour Trips = 1.12 (X/1,000) + 78.45 = 113.5 = 114 trips • Existing Motel • ITE Land Use Code 320 • X = 48 rooms • Ln (PM Peak Hour Trips) = 0.94(Ln(X)) — 0.51 = 22.8 = 23 trips Jeffrey Olesky, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Ln. South Burlington, VT 05403 p: (802) 864-2323 ex. 319 f: (802) 864-2271 email: iolesky@cea-vt.com 1 September 4, 2015 Re: #SP-15-57 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six(6) months. If you have any questions, please contact me. Sincere y, f R ym nd J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com �d►0EN southburtington PLANNING & ZONING Permit Number SP-- (office use only) APPLICATION FOR SITE PLAN REVIEW 0Administrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): PPL 462 Shelburne Road, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel # 660-6805, Fax# 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): B 1202 p.100-103 3. APPLICANT (Name, mailing address, phone and fax #): PPL 462 Shelburne Road, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel# 660-6805, Fax# 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel# 660-6805, Fax# 660-6868 4a. CONTACT EMAIL ADDRESS:: bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 462 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-00462 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www sburl corn 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): We are proposing to erect a sculpture. Plan and rendering enclosed. The base of the sculpture will be 3' in diameter. 7 sq. ft. b. Existin, Uses on Property (including description and size of each separate use): 462 Shelburne Road is a three story, 30,881 square footgeneral/medical office building with 117 parking spaces. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): PPL 462 Shelburne Road, LLC proposes to erect a sculpture on the south west corner of the northern lot. Please see site plan enclosed. d. Total building square footage on property (proposed buildings and existing buildings to remain): 30,881 existing e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/A f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev 12-2011 8. LOT COVERAGE Total Parcel Size: 73,572 Sq. Ft. 1.69 Acres a. Building: Existing 14.4 % / 10,594 sq. ft. Proposed 14.4 % / 10,594 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 70 % / 51,500 sq. ft. Proposed 70 % / 51,507 sq. ft. c. Front yard (along each street) Existing 57.7 % / 42,451 sq. ft. Proposed 57.7 % / 42,458 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 10 sq ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: $0 901 c. Other site improvements (please list with cost): Foundation for sculpture $500.00 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A It. PEAK HOURS OF OPERATION: N/A 12. PEAK DAYS OF OPERATION: N/A 13. ESTIMATED PROJECT COMPLETION DATE: 9/30/15 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)I regular size copies, one reduced copy (1 i" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. ' Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 E NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. z4z�K a;? '4-c� SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: Robert Bouchard PRINT NAME REVIEW AUTHORITY: Development Review Board dAdministrative Officer I have reviewed this site plan application and find it to be: Complete n The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 aY4" BRIGHT STAINLESS STEEL ROD I I %s' BRIGHT STAINLESS STEEL PLATE WELDED TO ROD, CUT TO CURVED EXISTING RED GRANITE SHAPE AND POLISHED BLOCKS w i j%j j EXISTING GRAY GRANITE =' I o > jj// DISCS WITH V HOLES ANDY4" SLOTS °— w NEW SS BRACE I 1 11 EPDXY SET DISCS AND BLOCKS TO EACH OTHER AND SET TWO Y"x4" SS PINS AT EACH JOINT NEW RED GRANITE BLOCK MATCH EXISTING SIZE AND MATERIAL II EXISTING BLUESTONE DISC DRILL AND CUT 5"R I SLOT TO ACCEPT SS BRACE. EPDXY SET WITH 4 PINS TO CONCRETE GRADE a ° <4 u II li u EW 20" SONO TUBE PIER SET WITH 6 #5 VERTICAL ° BARS BENT INTO FOOTING #4 BAR RING AT ° o ii e TOP n rl° u II tl II 'u n n II COMPACTED NATIVE FILL II °a bl I, II II n i l to II ° rl ' I)° 114 ° _a _ ° UNDISTURBED SOILS Guillot Vivian Viehma y nn y ARCHITECTS Pylon for 5he1burne 1oaol OfTAILS A _ BurlingtonVermont , rmont 05401 11//�� 1 / 1 50Ldh (802) 862-9631 1/)Ljno e%(70n dq9 ' V r ' _ �'-'„' -. JU —, Y . f1" I 0 r T w y 16A a +i it ik A iYA kgg{�;. L Fs- { SITE ENGINEER: LEGENDL___J j - - - -' - - - - EXISTING CONTOUR NEW 'DO NOT 336 PROPOSED CONTOUR I I ENTER' SIGNS I [SNOW END OF NEW 8' APPROXIMATE PROPERTY LINE REPAIR SIDEWALK, I (2 TYP.) STORAGE HIGH CEDAR OVIL ENGINEEgNG ASSOOMM INC, ROADWAY AND AREA AD FENCE j IOMMFID YL+W IAAE, s01lLNBIJRHOFCYI. VTOW APPROXIMATE SETBACK LINE CURBING AS I .Decease qlC eoewrar+ wNe www.PrN.Ran i NECESSARY TO 10' SIDE - i50' IRON PIN FOUND REMOVE EXISTING (; I CURB CUTS (1YP.) I YARD SETBACK - nRARn E CONCRETE MONUMENT FOUND I-. - - - - - - - - - - � DSO/GAC EXTEND NEW t -ALL PARKING SPACES cxecEeD SS GRAVITY SEWER LINE CURBING TO ' I NEW UNDER EX. SIDEWALK art DRAIN CLEAN �y4' ASSOCIATED WITH THE FAI FORCE MAIN I OUT (TYp,) I 16 TYP. -- al NORTH PARKING AREA SAV PROPOSED ONLY I (HATCHED AREAS) TO W WATER LINE NORTH ONLY ' � - - - - BE CONSTRUCTED APe9ore EXIT LANE I I I 2 22 - '12 WITH PERVIOUS -OE OVERHEAD ELECTRIC I I \' PAVEMENT (TYP.) PROPOSED 4' I I � - --- -- -UE UNDERGROUND ELECTRIC BRICK SCREEN APPLI('A V1 WALL W 4" - _ NEW 20' POLE / I I MOUNTED LED LIGHT - G GAS LINE PRECAST CAP I I CURB CUTS TO FIXTURES (8 TYP. FOR E INSTALLED ON PIZZAGALLI -ST STORM DRAINAGE LINE NEW DRAINAGE I I I - BOTH SIDES OF NEW 4" SDR NORTH PARKING L017 MANHOLE 1� 35 PVC PERF. ® SEWER MANHOLE I I I a.,1 I MEDIANS (4 TYP UNDER UNDER DRAIN I i) PROPERTIES 50' HELBURNE -NEW CATCH (1w') Imo- 10YARIDE ® STORM MANHOLE c �,�k �I I R0. SETBACK BASIN (TYP.) I 1 SETBACK LLC HYDRANT h+l jJ�y s- sr _�. �� 346 SHELBURNE RD., TYP ® SHUT-OFF 0 I A-, s sr r sr I 1- NEw SUITE 601 • OIL FILL k� I NEW 6'R 35 _. 15' MIN. s4EEo BURLINGTON k� >I + PVC UND R DRAIN NEW 15' HDPE - VEGETATIVE BUMP VERMONT 05401 •n, POWER POLE \J 1•+•1 I`�, I COLLECTION LINE BUFFER ASIEAo kNIyy �,I I WITH CLEAN OUTS DRAINAGE LINES �I 1 - 1 ♦ - NEW 8' HIGH ® CATCH BASIN I 111 T CEDAR FENCE �L NEw PROJECT: o-o LIGHT POLE I B / g 9, TYP SIGN _ 18, - -� I PROPOSED Q DECIDUOUS TREE TYP. Ex. vAN{ Y R M-210.1' ' CONIFEROUS TREE REPAIR SIDEWALK, I - _ ...� - _ _ _ j iHv w �qo Pacj-zoir SITE ROADWAY AND -S�uIP - -1- A R2°2.a' REDEVELOPMENT rvwwvw,r-. EDGE OF BRUSH/WOODS CURBING AS I I 1 NEW T MADE I NEW 4 D.I. WATER SERVICE NECESSARY TO TYP. sonep,LANDSCAPED, I AND TA PING SLEEVE TO BE -e-•- FENCE REMOVE EXISTING I I I �y !� i= / CURBED 30' HADLEY RD. G NEW BENCH Tim IN 0 EX. WATER MAIN. GRAPHIC SCALE CURB CUTS (TYP.) va IO� •p - - -J�-' Y _ MEDIANS SETBAC� I I WAREMOVEcCURBG REPAIRS EWALK, ROADWAY ------ DRAINAGE SWAIE = i o CURB sroP D AND CURBI G AS NECESSARY. 462 SHELBURNE ROAD m o c m w Ex aeI Exlsr. STOP�i= Ex. a SOUTH BURLINGTON RNaoJ.e• a AND CAP UNE (TYP.) au (12' PNC)-2o5.e' Nv our (e• Pvc)-2oLJ• e _ �= - - _ _ VERMONT 05403 t225' ( IN FEET) _ - C 24' CURB Ex. SMHI n4ISCG ( Ok/i - -- 0 - DE/ TYP -- 1 inch 20 IL 2 a1T=DRI G RIM.20{ I - ZONING REQUIREMENTS INN 11(lo'vC)-2009- A-ROxIMATE EXISTING WATER ._�-_---_�____-_ _______-___ A. Nv. IN (12' PVC)-20OV SERVICE AND CURB STOP dlr PROPOSED 5' CONCRETE SIDEWALK NEW EXTEND NEW RIM 2(se Nv OUT (12• vc)-zoo.a' II REMOVE CURB STOP RETIRED {' FL LOW Nv I AND CROSSWALK TO BE CENTERED DRAINAGE CURBING TO p PRFSSURE LRIF. IN (1e CW>-203o' Ex. DMN2 x. IO_vI SEWER MAIN AND CAP UNE (TYP. �• -ON EXISTING SPEED TABLE MANHOLE L PROPERTY UNE \ Nv. IN (12' PVC).205.3' *%e �1 OVERHEADA�vR�ax. EXISTING - - -u } ss- SISL1 Ow`)_Q].9' Zoning District - C1 /R15 RN-2o..r _u - - -m- _ Nv r 1e' S .Y1 Minimum Lot Size (sf) a (.) - 40g 000 d ±773,55 ±7� 3 557d Nv vouT ( e' ew),I e.9 V�,sT LINESTOBERELOCATED- -` t -I Cam,__ ____����L' _ M�O�_ W cuRn�s�w y ___ -1exlXpal, Maximum Buildin Covers e 7 40 ±26.6 ±14.5 E cez T W Moximum Lot Coverage (9.) - 70 t69.5 d:70.0 RN.zw.z' - a Moximum Frontage Coverage Shelburne Rd. (X) - 30 t37.9" d:57.4• Nv. N (10' Pvc)-zoos 7 2{ ae yr - _ G' Maximum Frontage Coverage Hadley Rd. (%) - 30 t54.9� t61.4• Nv. our (e' Pvc)-zao.e' = "P- - - - _ _ __ L a LocanoN MiniED mum Front Yard Setback Shelburne Rd. (ft) - 50 f19.5" ±10• Rlu=zo �i .p, oF' ^ t6�- sr Minimum Front Yard Setback Hadley Rd. (ft) - 30 t23.6" ±10 INv. IN (Iz' vc)=2m.z � CURBEDLANDSCA EDI � � � �(Fsnxc WATER INv. OUT pY PVG)-zm z' CUR ING OR suN iMAT Minimum Side Yard Setback (R) - 10 f4.9^ t10 NEw Ny N (e' PYa}2m Y / • N r ucER Maximum Building Height (ft) - 35 (fiat) t25 t42• Ex oeJ I L ) PROPOSED 3 p w oxwATE O B �, l� I I N G I O w 'W .: .,, 0' HA LEY RD. Rm-zoo J' gHEAb '"' BIKE RACK N SETBACK 1 B EAK N NE�1yy • DI ==kv CE AND I Notes: wv. our (a• 1cPE)-2oLe' I 1 --- - _ _ NEW Mrw .^ n I w1,P'ro I __.._ . _- T I WATER I nn < - _ w,._� F II\II VrILVVLn IIVIYJ r nl�r�119V li l'1L6rV LM111 VIVJ FIXTURES (3 TYP.) 1 I I AND ANCHORPOLE _ -, -- - L� {..,. ,.Lri NEW 5' CONCRETE „��,.- COMMERCIAL NEW _ _ SIDEW LK C RBIN .4' PRECAST CAP = 2000 (WEST SIDE OF V,n&7P CURBI G TO BE F USH 9. 11Oi Determined from ITE Trip Generation Manual Proposed GFA = 31,280 sf NEW 5' CONCRETE m RT 7) 14.5' NORTH. '8" \.� All values represent PM Peak Hours Trip Ends Proposed Parking Spaces = 117 spaces SIDEWALK TO BE o m " COORDINATE WITH I OFFICE WITH 2x'xiT �B ALONG HAN ICAP SPA S. 1 TYP I ANEW 9 Allocation = 3.7 spaces/1,000 sf GFA TIED INTO EXISTING I' 41 DATE cxecl�D Renslon Existing Conditions - II LOCAL SERVICE THREE FLOORS 18 .� BENCH SHELBURNE RD. PROVIDER. 4avn LUC 210 (Single Family Detached House) = 1 Handicap Parking Requirements = _- 24 t0' SIDE SIDEWALK LUC 320 (Motel) = 19 101-150 Spaces = 4 std. + 1 van NEW CONCRETE I TOTAL (aFA = f31,280 SF 8' TYP Tom. ,/,2/„ aT. rF s.1- " . LUC 10 Peak Hour Trips Ends = 20 I STEPS AND YARD Proposed Conditions - NEW ELECTRICAL AND I . I HANDRAILS I ��_�� NEW 10' I I SETBACK LUC 710 General Office Building) = 47 COMMUNICATIONS 1 CONCRETE - NE 20' OLE E D v ( 9) SERVICES. _I OTLED� Pro osed Increase in PM Peak Hour Trips Ends - 50' SIDEWALK AT ,� DOU LE S ED ED U H7 P P COORDINATE WITH RD.. ENTRANCE B FIXTURES 2 TYP. FOR NEW 2' BOLL'O ----- -- ---- 47 trips - 20 trips = 27 LOCAL SERVICE 5' G SOUTH PARKING LOT) LIGHT FIXTURES PROVIDERS. REPAIR _- _ SIDEWALK ASuo NECESSARY.EW 4" SDR 35 PVC - NEW GAS SERVICE. 3140 NEW 8' HIGHUNDER DRAIN (TYP.)RDESIGN FLOW SUMMARY COORDINATE WITH NEW CATCH END OF NEW 8' HIGH FENCING / / PRIVACY LOCAL SERVICE I BASIN (TYP END FLUSH CURBING 'ae y FENCEPROPOSED PRONOER. REPAIR )END OFExisting Water Demand - Existing Sewer Flow - SIDEWALK AS i *1----NEW /�'A'NECESSARY. NOTES: 10' SIDE CjONDITIONSExisting Motel with 40 units - Existing Motel with 40 units - o 1. ALL Ex15l1NG ON -SITE 11TILI11E5 AND FENCING NOT YARDSETBACK FENCE 33 units O 1 bed/unit O 50 gpd/bed = 1,650 gpd - 33 units O 1 bed/unit O 50 gpd/bed = 1,650 gpd i q INCORPORATED INTO THE FINAL DESIGN SHALL BE - 7 units O 2 beds/unit O 50 gpd/bed = 700 gpd - 7 units O 2 beds/unit O 50 gpd/bed = 700 gpd REMOVED OR ABANDONED N CONJUNCTION WITH LOCAL UTILITIES 9 9 Y - Less municipal connection credit (20%) _ -470 god SERVICE PROVIDER OR STATEREQUIREMENTS. Existing Single Family Residence - < PROPOSED PERMEABLE PLAN - 3 bedrooms O 150 gpd/bedroom - 450 and - Subtotal = 1,880 gpd I 2. ALL PROPOSED WORK ON THE SIDEWALK FRONTING US PROPOSED PAVER WALKING PATH SITE PLAN Subtotal = 2,800 gpd Existing Single Family Residence - YI 7 AND THE US 7 ITSELF IS IN THE CITY OF BURLINGTON DUMPSTER AND BENCHES Less low flow credit (10%) _ -"" DID - 1 unit with municipal connection = 210 god `� AND WOULD NEED APPROVAL AND APPLICABLE PERMITS. ENCLOSURE Total Existing Water Demand = 2,520 qpd Total Existing Sewer Flow = 2.090 gpd sI COORDINATE ALL WORK IN ROW WITH THE CITY OF S OW -nI BURLINGTON AND VTRANS. STORAGE Proposed Water Demand - Proposed Sewer Flow - AREA +I 3. ALL PROPOSED WORK WITHIN THE HADLEY ROAD ROW -_. - _ _ END OF NEW FENCE MAR. 20, 2013 Proposed 31,280 sf general office building Proposed 31,280 sf general office building WILL REOUIRE A ROW PERMIT FROM SOUTH BURLINGTON P 9 9 P r 9 PUBLIC WORKS. All ate, a lot d to fie - Est. 125 workers O 15 gpd/worker 1,875 gpd -Est. 125 workers O 15 gpd/worker = 1,875 gpd p fo med acco don it- the Chompl- NEW 8' HIGH ^ - Less low flow credit (10%) _ -187.5 and - Less municipal connection credit (20%) = -375 and 4. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE Water C•istr c: Spec f cations for the CEDAR PRIVACY 1" = 20' (V 'I Total Proposed Water Demand = 1,687.5 gpd Total Proposed Sewer Flow = 1,500 gpd PAINT. ALL DURABLE PAVEMENT MARKINGS SHALL BE, meta ctio- of Water Ines and App-te-onces. FENCE TYPE I TAPE, FROM THE VERMONT AGENCY OF hencetortr the %WU Specification". TRANSPORTATION'S APPROVED PRODUCT LIST. 12197 C� ►G�•Me `l` Ww southburlington PLANNING & ZONING Planning and Zoning Invoice Non -Residential Impact & Permit Fees Property Owners Name: Property Location: #�yment Amount: Type: Date: t - 1 4 Code Pricin Amount Due Zoning Permit (Non-residential) ZP- zp $13.00 plus sq. ft. building @ $0.35 per sq. ft. $ plus After -the -fact of O 50% [no NOV] or (_) 100% [NOV] $ Zoning Permit Total $ Sewer Allocation Fee WWA- #204 g.p.d x $9.48 $ (_) Bartlett Bay (_) Airport Parkway Road Impact Fee #221 $ Fire Impact Fee #203 $�✓ Police Impact Fee #222 $ Dorset Street Waterline Fee #230 $ Sewer Connect Inspection WW- ww $63 $ 57�6 Total $ 1� No Text South Burlington Planning Zoning ® New Non -Residential Construction Impact Fees Project Completed by April 1, 2015 OTHER CREDITS: NET ROAD IMPACT FEE $39,180.42 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 30881 $7,342.27 13,575 $3,227.59 1 $0.00 1 $388.00 $4,439,493.00 $843.50 $3,271.17 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa Engineerin Office Medical General Auto Elderly Motels cturing i g and i (General) Office Retail Service Care Fireproofed Steel Sketloton or $76 1 $100 1 $141 $152 $96 NA $117 NA Reinforced Concrete Structure SF 23,129 7,752 $56 $79 $110 $129 $81 � $62 � $96 $85 Masonry or Concrete Bearing Wall Structure SF Wood Frame Structure $53 $74 I $106 $126 $79 $58 $93 1 $82 SF Pre -Fab Steel Structure $53 $73 $101 $119 $77 $47 $89 1 $82 SF Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Fire Impact Fees: Value of New Construction: Type of Use Industrial/Manufacturing _ Engineering & Research General Office Medical Office General Retail_ _ Auto Service Facility Flder Care Facility South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2015 Shelburne Road PPL 462 Shelburne Road, LLC 1 $47,489.391 Type of Construction Fireproofed Steel i Masonry Skeleton or or Reinforced SF Concrete Concrete i Bearing _ - S66 S69 S88 S96 - _ S 12-3 S 113 513-3 _ S_71 S84 S54 5102 S74 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: i Wood Pre -Fab I Frame Steel SF SF Structure Structure', -S641 - - - - - 593 _ - $88 5110 S104 S69 _ S67 - S51 S41 581 S78 S72 - -572 1 $3,875,883 $9, 689, 708 $970,000 $805.10 $4,845,883.00 $0.00 $5,842.89 $5,037.79 43.12 $1, 607.52 $2,326.02 SF South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2014 Project Name & Address 462 Shelburne Road Property Owner PPL 462 Shelburne Road, LLC Effective Date TOTAL IMPACT FEE $30,891.69 Fire Impact Fees: Value of New Construction: Type of Construction Fireproofed Steel Masonry Wood Pre -Fab Skeleton or SF or SF Frame SF Steel SF Reinforced Concrete Structure 1 Structure Type of Use Concrete Bearing Industrial/Manufacturine 566 569 S65 564 Eneineerine & Research 588 S96 S93 S88 General Office 5123 5113 5110 5104 Medical Office S133 871 S69 S67 General Retail S84 S54 S51 S41 Auto Service Facilitv _ S84 S81 S78 Elder Care Facilitv _ S102 S74 S72 S72 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs 1 $3,847,440 $9, 618, 600 $970,000 $756.60 $4,817,440.00 $48.17 $5,800.02 $4,995.24 - 27 South Burlington Planning Zoning New Non -Residential Construction Impact Fees 11 WE l Project Completed by April 1, 2014 Past payments credit: $1,460.03 Future payments credit: $2,505.07 OTHER CREDITS: NET ROAD IMPACT FEE $23,031.12 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed (units) Existing 4+ Family Structures to be removed (units) Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 31,280 $7,437.13 13,575 $3,227.59 $0.00 970,000 $329.80 $4,410,480.00 $1,014.41 $2,865.33 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use — Industrial/Manufa Engineerin Office Medical General Auto 1 Elderly Motels cturing g and (General) Office Retail Service Care Fireproofed Steel Sketloton or $76 $100 $141 $152 $96 NA $117 NA Reinforced Concrete Structure 31,280 SF - - - $56 1 $79 $110 $129 $81 $62 $96 $85 Masonry or Concrete Bearing Wall Structure SF $53 $74 $106 $126 $79 $58 $93 $82 Wood Frame Structure South Burlington Planning Zoning J New Non -Residential Construction Impact Fees Project Completed by April 1, 2014 SF Pre -Fab Steel Structure $53 $73 $101 $119 $77 $47 $89 $82 SF 0 Planning and Zoning Invoice Non -Residential Impact & Permit Fees Property Owners Name: /17_�6kA716_4 l C Property Location: G/ Amount: - 1 Payment Type: Date: Zoning Permit (Non-residential) Code ZP 14zp plu Wsq. ft. building @ $0.35 per sq. ft. plus After -the -fact of (_) 50% [no NOV] or O 100% [NOV] Zoning Permit Total Pri in $13.00 w t $ Sewer Allocation Fee WWA- #204 g.p.d x $9.48 $ (_) Bartlett Bay (_) Airport Parkway //��� ob Road Impact Fee #221 $ Fire Impact Fee #203 $ q Police Impact Fee #222 q� !/� f $ ✓ . ,J Dorset Street Waterline Fee #230 $ 4-75� Sewer Connect Inspection WW- ww $63 $ Total $ • `� 02/12/2014 City of South Burlington Grand 1•--t Page 1 of 1 08:00 am Parcel Report ray For Parcel: 1540-00462. PPL 462 SHELBURNE ROAD LLC Name PPL 462 SHELBURNE ROAD LLC C/O PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD BURLINGTON VT 05401 Location 911 462 SHELBURNE RD Tax Map 30-060-000 Desc. 1.70 COMM 2 LOTS Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 1.70 Real Land Building Equipment Inventory Values: 970,000 970,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 970,000 Housesite Special Exmp Grand List 0.00 0.00 9,700.00 Misc: Status: T Bill #: 56204 Updated: 01/15/2014 Last sale was: Valid on 01/09/2014 for $1345000 recorded on 1202/100 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150352000 (2) : 2010 (8) : N (9): 03/15/01 SPAN: 600-188-11363 te: P6,11112010 Commercial Cost Report -Parcel Page 1 Parcel Number Owner Name OwnerAdd City State St/Road 911 # Pr Zip Code Section 1 Total Area Number of Stories(Section) Number of Stories(Building) Perimeter Age Base Date (yyyy/mm) Overall Depreciation Physical Depreciation External Depreciation Occupancy (section 1) Name 100% Motel, Office -Apartment Component (section 1) Name Stud -Vinyl Siding Hot Water Section 2 Total Area Number of Stories(Section) Number of Stories(Building) Perimeter Age Base Date (yyyy/mm) Overall Depreciation Physical Depreciation External Depreciation Occupancy (section 2) Name 100% Motel Component (section 2) Name Cavity Brick Forced Air Unit Section 3 Total Area Number of Stories(Section) Number of Stories(Building) Perimeter Age Base Date (yyyy/mm) Overall Depreciation Physical Depreciation External Depreciation 1540-00462 SMART HOSPITALITY INC 462 SHELBURNE RD S BURLINGTON VT SHELBURNE RD 05407 1,200 2 2 100 40 1998/04 80.00% 50.00% 30.00% Class Height Rank D 8 3.00 Units/% Other 0 100% 100% 3,402 1 1 368 40 1998/04 80.00% 50.00% 30.00% Class Height Rank D 8 3.00 Units/% Other 0 100% 100% 2,591 1 1 300 40 1998/04 80.00% 50.00% 30.00% Microsolve CAMA (c) ► 1/2010 Commercial Cost Report Page: 2 icy (section 3) Name Class Height Rank 100% Motel D 8 3.00 .)mponent (section 3) Name Units/% Other 0 Stud -Shingles 100% Forced Air Unit 100% Section 4 Total Area 2,290 Number of Stories(Section) 1 Number of Stories(Building) 1 Perimeter 254 Age 40 Base Date (yyyy/mm) 1998/04 Overall Depreciation 80.00% Physical Depreciation 50.00% External Depreciation 30.00% Occupancy (section 4) Name Class Height Rank 100% Motel D 8 3.00 Component (section 4) Name Units/% Other 0 Stud -Shingles 100% Forced Air Unit 100% Section 5 Total Area 4,092 Number of Stories(Section) 1 Number of Stories(Building) 1 r r Perimeter 416 j 1 Age 40 J l� Base Date (yyyy/mm) 1998/04 Overall Depreciation 80.00% Physical Depreciation 50.00% External Depreciation 30.00% Occupancy (section 5) Name Class Height Rank 100% Motel D 8 3.00 Component (section 5) Name Units/% Other 0 Cavity Brick 100% Forced Air Unit 100% Cost Section 1 Description Units/% Cost Total Basic Structure Base Cost 1,200 74.66 89,592 Exterior Walls 1,200 10.36 12,432 Heating & Cooling 1,200 7.41 8,892 Basic Structure Cost 1,200 92.43 110,916 Less Depreciation Physical 50% 0.00 55,458 External 30% 0.00 33,275 Microso!ve CAMA (c) southburli noton PLANNING & ZONING September 9, 2014 Re: #SP-14-44 — 462 Shelburne Road Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sinoce amond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6218 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com #SP-14-44 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING PPL 462 SHELBURNE ROAD, LLC — 462 SHELBURNE ROAD SITE PLAN APPLICATION #SP-14-44 FINDINGS OF FACT AND DECISION PPL 462 Shelburne Road, LLC, hereafter referred to as the applicant, is seeking to amend a previously approved plan for a 31,280 sq. ft. general office building. The amendment consists of: 1) reducing the size of the building to 30,881 sq. ft., and 2) converting 7,752 sq. ft. of general office use to medical office use, 462 Shelburne Road. The Development Review Board held public hearing on September 2, 2014. Bob Bouchard represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. PPL 462 Shelburne Road, LLC, hereafter referred to as the applicant, is seeking to amend a previously approved plan for a 31,280 sq. ft. general office building. The amendment consists of: 1) reducing the size of the building to 30,881 sq. ft., and 2) converting 7,752 sq. ft. of general office use to medical office use, 462 Shelburne Road. 2. The owner of record of the subject property is PPL 462 Shelburne Road, LLC. 3. The application was received on August 12, 2014. 4. The subject property is located in the Commercial 1— Residential 15 Zoning District. 5. The plan submitted consists of a one (1) page plan entitled "Proposed Site Redevelopment 462 Shelburne Road South Burlington Vermont 05403" prepared by Civil Engineering Associates, Inc, dated 3/20/13 and last revised 1/19/14. 6. The Board previously approved the original project, #SD-13-19, on August 6, 2013. Parking In its approval of #SD-13-19, the Board found: Based on 31,280 square feet of general office use, the proposed building will require 110 parking spaces. 117 spaces are proposed: 45 spaces are provided on site and 72 are provided across the street in the adjacent lot. As noted in the current application, the applicant is proposing a reduced overall building size of 30,881 feet. This change requires 109 parking spaces based upon overall general office use. However, the applicant is also proposing to convert 7,752 sq. ft. of general office use to medical office use. This results in additional SP_14_44_462ShelburneRoad_PPL462ShelburneRoadLLC_ffd.doc #S P-14-44 required parking to a total of 120 spaces. The currently approved 117 parking spaces are 3 spaces (or 2.5%) short of the 120 required. Pursuant to 13.01, Off Street Parking and Loading, N. (2) Waivers, the Board finds that the proposed project is adequately served by the proposed parking facilities and transit so it hereby grants a waiver of three (3) spaces of off-street parking for a total of 117 spaces approved. Traffic In its approval of #SD-13-19, the Board found: The proposed use (general office) is estimated to generate 47 pm peak hour trip ends. As the existing motel (motel) and home (single family detached housing) is estimated to generate 20 pm peak hour trip ends, this is an increase of 27 vehicle trip ends in the pm peak hour. The applicant shall pay traffic impact fees based on this increase. Based on the ITE Trip Generation Manual, the proposed project is now estimated to generate a total of 63.12 VTEs as follows: the 7,752 sq. ft. medical office use space will generate 27.67 VTEs while the remaining general office use space will now generate 35.45 VTEs. This now represents a total increase of 16.12 additional vehicle trip ends during the PM peak hour beyond the 47 VTEs originally approved in 2013. In the 2013 finding, the applicant was already directed to pay traffic impact fees based upon a 27 VTE increase beyond the 20 VTEs that the prior motel generated. The Board finds that the applicant shall pay addit 16.12 VTEs. ,., .._ based upon an increase of Motion by econde%t"' to approve Site Plan application #SP-14-44 of PPL 462 Shelburne Road, LLC, subjec•following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The Board grants a waiver of three (3) spaces or 2.5% of off-street parking for a total of 117 spaces approved. 4. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 5. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to the use or occupancy of the building. 2 SP_14_44_462SheIburneRoad_PPL462SheIburneRoadLLC_ffd.doc #SP-14-44 6. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that this change in use will generate 16.12 additional vehicle trip ends during the p.m. peak hour. 7. Any change to the site plan shall require approval by the South Burlington Development Review Board or the Administrative Officer. Tim Barritt— yea nay abstain Mark Behr— yea nay abstain Art Klugo — yea nay abstain Bill Miller— yea nay abstain David Parsons— yea nay abstain Jennifer Smith — yea nay abstain John Wilking— yea nay abstain Motion carried by a vote of X— 0 — 0. Signed this day Tim Barritt. Chair n present present present present present 014, by Please note: An appealof this decision maybe taken"by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b)(4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermont*udiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. 3 SP_14_44_462Shelburne Road —PP L462She] burneRoad LLC_ffd.doc � � i�f�c l��f�s �h9 7-A y 4� �4 400007 eA. Or, Al�—�20 �7 x 77T� 7 v) & -J 4, z_-71 67 ���vo/ 6,/ o(�� t 1� 1-41 -jp-r6v,( -? z- 2-,-7 9-7 c�J� d�� �d��� ''� 2 7 e�/7/)�y C A LEGEND ----336---- EXISTING CONTOUR 336 PROPOSED CONTOUR - - - - APPROXIMATE PROPERTY UNE - - - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND CONCRETE MONUMENT FOUND S - -SS GRAVITY SEWER LINE - -FM FORCE MAIN 1 - - IN WATER LINE -OE OVERHEAD ELECTRIC / UE UNDERGROUND ELECTRIC G GAS LINE - -ST STORM DRAINAGE LINE a (D SEWER MANHOLE 0 STORM MANHOLE '9 HYDRANT ® SHUT-OFF • OIL FILL tea, POWER POLE GRAPHIC SCALE ® CATCH BASIN o-o LIGHT POLE IN FEET ) SIGN Ilch-20 IT n DECIDUOUS TREE ?, CONIFEROUS TREE l'vwvw-vvv� EDGE OF BRUSH/WOODS -a o FENCE �- DRAINAGE SWALE ZONING REQUIREMENTS Zoning District - Cl/R15 Minimum Lot Size (sf) - 40,000 ±73,557 ±73,557 Maximum Building Coverage (%) - 40 ±26.6 314.5 Maximum Lot Coverage (%) - 70 ±69.5 ±70.0 Maximum Frontoge Coverage Shelburne Rd. (R) - 30 f37.9^ t57.4• Maximum Frontage Coverage Hadley Rd. (X) - 30 t54.9" t61.4• Minimum Front Yard Setback Shelburne Rd. (ft) - 50 319.5^ t10• Minimum Front Yard Setback Hadley Rd. (ft) - 30 ±23.6 d:8- Minimum Side Yard Setback (ft) - 10 d:4.9� 310 Maximum Building Height (ft) - 35 (flat) ±25 d:45- Notes: - Represents existing non -conforming dimension. • - Represents proposed non -conforming dimension for which a waiver is being requested. TRIP CALCULATIONS PARKING CALCULATIONS Determined from ITE Trip Generation Manual Proposed GFA = 31,280 sf All values represent PM Peak Hours Trip Ends Proposed Parking Spaces = 117 spaces Existing Conditions: Allocation = 3.7 spaces/1,000 sf GFA LUC 210 (Single Family Detached House) = 1 Handicap Parking Requirements = LUC 320 (Motel) = 19 101-150 spaces - 4 std. + 1 van Total PM Peak Hour Trips Ends = 20 Proposed Conditions: LUC 710 (General Office Building) = 47 Proposed Increase in PM Peak Hour Trips Ends: 47 trips - 20 trips = 27 APPROVED BY RESOLUTION OF THE SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD ON THE 61h DAY OF AUGUST, 2013, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 20 BY CHAIRPERSON RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE _ DAY OF 20_ ATTEST: CITY CLERK Ili I I II I I® (REPAIR SIDEWALK, ROADWAY AND CURBING AS LNECESSARY TO REMOVE EXISTING RB CUTS (TYP.) I EXTEND NEW CURBING TO EX. SIDEWALK PROPOSED EJ NORTH ONLY I EXIT LANE PROPOSED 4'- BRICK SCREEN WALL W/ 4- PRECAST CAP I I NEW DRAINAGE MANHOLE lu I!I ot� II II REPAIR SIDEWALK, ROADWAY AND CURBING AS NECESSARY TO REMOVE EXISTING CURB CUTS (TYP.) II NV. OUT (e• PVC)-201.5 RIU..2041 II NNW. IN (10" VC) 2DO. a' Ex C82 20. 2• Nv. N (10• PVC)-mo.r NV. OUT (e' PVC)-2006• r N„ Iry I� Rl 1011 INV IN (Ir vc) n , 0..' "2- Pv^ 2a1.2 - K#wvwv. N (e• Pvi:�-zm.z' I Ex. CB} RN-2a.3' . �1v our (s• NOPq.zsl.e', WAIrLR/SEWER CROSSING DETAIL SHEET C2. (TYP. FOR ALL CROSSINGS) NEW 12"x6" TAPPING SLEEVE AND VALVE INEW 12' BUILDING MOUNTED METAL I FIX HALIDE LIGHT NRES (3 TYP.) NEW 5' CONCRETE SIDEWALK TO BE TIED INTO EXISTING SHELBURNE RD. SIDEWALK II NEW GAS SERVICE. COORDINATE WITH LOCAL SERVICE I -PROVIDER. REPAIR I I SIDEWALK AS NECESSARY. W ELE IJECTRICAL AND COMMUNICATIONS SERVICES. t" COORDINATE WITH I LOCAL SERVICE zl PROVIDERS. REPAIR SIDEWALK AS NECESSARY. ,1 NEW "DO NOT ! I ENTER" SIGNS (2) ' SNOW I AREASTORAGE END OF NEW 8' FEIGH NCE CEDAR t50- *5�--� 10' SIDE -- ._YARD .SEffMCK............. ... ................. .................................. ........................................... .......................... ............... ..............-...-...-....-.'..-...-.I.T...-...-... ............ E „ 12 :URN CUT(TYP.) UNDER CLEAN .I'-� 16' TYR '! _ n VIDRAI 10 12 Q $ CURB CUTS TO �$11D9E INSTALLED NEW 4" SDR BOTH SIDES 35 PVC PERF.MEDIANS (4 TY UNDER DRAIN I. _ I 50' RC E URNE SETBACK ST NEW CATCH BASIN (TYP.) T (') 24 y .. --- TYP. : c I, el --NEW 6" R *I PVC UND R DRAIN NEW 15" HOPE COLLEC-fl N LINE DRAINAGE LINES - WITH CLE N 0- - I I / NEW 7' WIDE 16- TYE. e♦ / LANDSCAPED. CURBED / MEDIANS I ,1 9- TYP T. L 18' Typ T30' HADLEY RD. SETBACK jK -- -- -- -- -'-Q- - 3225'--� OE; ,i. :fix MAiC C%^.1 N0 WPV-------------------------- 'ER OV AND was s1oP cfi.l1/ PROPOSED 5' CONCRETE SIDEWALK REMOVE CURB STOP / AND CROSSWALK TO BE CENTERED -vFnra_el-� AND CAP LINE (TYP. ON EXISTING SPEED TABLE fi HADLEY ROAN (Ie• Pvc-tqp 1'N (10• P�ii.2�00 t' -T- L [ W- E.. 1- w41tY. out (1e Uw).1 r zs uP, T..1 - .'--"=--_51________ - NEW SDR 3t 5 PVC SEWER SERVICE TO 30°x TIED INTO EX. SMIOPL=_ 1/4-_PER- - • MIN. REPAIR SIDEW LK AS NECESSARY. ` RELOCATE POWER PROPOSED t 10,WO SF POLE, SPAN GUY AND ANCHOR POLE l,., w� IN COMMERCIAL (WEST SIDE OF mff. I OFFICE BUILDING WITH 14"1r I COORDINATE WITH LOCAL SERVICE NEW 10' THREE FLOORS CONCRETE PROVIDER. NEW CONCRETE I AEI !� p� �+ SIDEWALK AT TOTAL G/'*A = ±31,280 SF ENTRANCE STEPS AND HANDRAILS . t' ..:. I fjF =PM `W & NEW 6" D.I. WATER-- 50 SERVICE WITH 4" STORZ SHELBURNE RD. -i- FIRE DEPARTMENT.. SETBACK ..- -.,, , -- END OF NEW 8' HIGH FENCING - END FLUSH CURBING - NOTES: 1. ALL EXISTING ON -SITE UTILITIES AND FENCING NOT PROPOSED INCORPORATED INTO THE FINAL DESIGN SHALL BE TRANSFORMER REMOVED OR ABANDONED IN CONJUNCTION WITH LOCAL AND PAD 5. SERVICE PROVIDER OR STATE REOUIREMJTS"ELF PER CAMP 2. ALL PROPOSED WORK ON THE SIDEWFTING STANDARDS. SHELBURNE ROAD, AND SHELBURNE ROIIS WITHIN THE CITY OF BURLINGTON AND UIRES APPROVAL AND APPLICABLE PERMITS. RDINATE ALL WORK IN THE BURLINGTON ROW WITH THE CITY OF BURLINGTON DEPARTMENT OF PUBLIC WORKS. 3. ALL PROPOSED WORK WITHIN THE HADLEY ROAD ROW WILL REQUIRE A ROW PERMIT FROM SOUTH BURLINGTON PUBLIC WORKS. 4. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE PAINT. ALL DURABLE PAVEMENT MARKINIf,S SHALL BE TYPE I TAPE, FROM THE VERMONT AGEN Y OF TRANSPORTATION'S APPROVED PRODUCT LIST. BIKE RACK I di 7�V 8 TYRdi 5 � w ' 0' (SIDE 6 BALL PARKING SPACES I ASSOCIATED WITH THE I NORTH PARKING AREA (HATCHED AREAS) TO BE CONSTRUCTED WITH PERVIOUS PAVEMENT ,-NEW 20' POLE MOUNTED LED LIGHT FIXTURES (8 TYP. FOR NORTH PARKING LOT) 10' SIDE F YARD SETBACK Yl N 15' MIN. - VEGETATIVE -PEE BUM, BUFFER AHEA ANEW 8' HIGH CEDAR FENCE C/\�,jy`• I I NEW BENCH I - T7 ExiS-NG Nn NI MOVE CURB STOP SITE FNC INF.F.RAL CAVIL ENGINEERING ASSOCIATES, ING 101IMMI BDWEWLAAE SOIRHBLRUNUl Vr0e1= -.1 JSO/GAC rReaceD SAV APPROVE PBS APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: Ex. SNH1 PROPOSED RIN TDY 0" ,C) 202.9' SITE VOI Iry (0'oVC) 202.8' REDEVELOPMENT AND CAP LINE (TYP.) wv. W (IY PVC>•zos.e' -24' CURB of - - - cE,T lam'a,-" - ®®® 0-�_ - NEW x,EXTEND NEW Run+cD a' c.i. cow / Nu-20l CATCH CURBING TO c PRCSBURC ws Cu` / NV. N (Is- 0W)-2m.a' _ 7 NV. N (12• PVC)-205}' BASIN PROPERTY UNE \ 1T AaP�C r T ss -5-�. our r1e• CjYPrjQ].9'_� N TE 5 wCE / -ND C R " SI.W rt i � -T 1 x4q.- -t.al T I CURBED EDIAt� 30' HADLEY RD. SETBACK 1' BREAK CURBING OR - - - DRAINAGEUD \ - uD 24 TYP PROPOSED 4' BRICK -NEW 5' CONCRETE SCREEN WALLS W/ SIDEWALK WITH CURBING. 4" PRECAST CAP CURB( G TO BE F USH B�-- ALONG HAN (CAP A S. C� TYP 24' , TYR -� NE 20' OLE MOUNTED `.,-�•� DOU ED D LIGHT FIXTURES (2 TYP. FOR NEW 2' BOLLARD LED SOUTH PARKING LOT) LIGHT FIXTURES (3 TYP.) UD CID NEW 4" SDR 35 PVCPERF. NEW UNDER DRAIN (TOO.) .o POxIM.+ r rxc Tcra 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 rm"wcr. Nn. I a 99 N LOCATION MAP 2000' NEW ITI1�­ BENCHx 10' SIDE - YARD SETBACKw PRIVAC FENCEY PROPOSED END OF NEW E, r FENCE CONDITIONS & =YARK - -- - f /t,76 - - UTILITIES PRCPOSED� PROPOSED PERVIOUS WALKINGPAVER PATH ! SITE PLAN DUMPSTER AND BENCHES ENCLOSURE SNOW STORAGE AREA DFiE uReNxc xo.unl� ___ - A wctr i�r cnd re ated work to be GIp �` ,� 11�i,,.•11�1�cc11•��.•.• \Ef/ R. 20, 2013 performed n accordance with the eq.,irer R.d n of the City of Burlington Water NLEaw,oR.rcIY CEDAR PRIVACY •r 1"= 20' Depurtroent. The proposed fike hycronl shall FENCE br ir. occoraan ce with the City of South ffurl'nglon -ire Department requirements. AUGL/ ^�e U 7 PRN. No . I 12197 City of So. Burlington .► 40 Ist 01%1 f� southhu.rlington ICY PLANNING & ZONING Permit Number SP- " 4 - (ofce use ly) APPLICATION FOR SITE PLAN REVIEW El Administrative ❑p Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): PPL 462 Shelburne Road, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Tel # 660-6805 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): gook 1202 Pg 100-103 3. APPLICANT (Name, mailing address, phone and fax #): PPL 462 Shelburne Road, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Tel # 660-6805 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard, Development Manager Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601 Burlinqton, VT 05401 4a. CONTACT EMAIL ADDRESS:: Bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 462 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-00462 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): PPL 462 Shelburne Road, LLC is requesting a parking waiver of three (3) spaces. Applicant wishes to convert 7,752 s.f. from general office to medical office, resulting in the need for three (3) additional spaces. _ _ _. I . b. Existing Uses on Property (including description and size of each separate use): Total existing building is 30,881 s.f. GFA with 117 parking spaces. Conversion of 7,752 s.f. of general office to medical office results in a need for three (3) more spaces. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Applicant intends to change 7,752 s.f. GFA from general office to medical office resulting in the need for three (3) additional spaces. d. Total building square footage on property (proposed buildings and existing buildings to remain): 30,881 s.f. GFA existing. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/A f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): N/A Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 C 8. LOT COVERAGE Total Parcel Size: Sq. Ft. a. Building: Existing % / Proposed % / b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Proposed % / c. Front yard (along each street) Existing % / Proposed % / d. Total area to be disturbed during construction (sq. ft.) N/A sq. ft. sq. ft. sq. tt. sq. ft. sq. ft. sq. ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC $ N/A S N/A a. P.M. Peak hour for entire property (In and out): N/A 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: N/A 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the t' a of submittin the site plan application in accordance with the city's fee schedule. AA, I /N- ,� �N� 9/X//P/ Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT GNATURE 6F PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: D o 1 REVIEW AUTHORITY: Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ray From: Bob Bouchard < Bob. Bouchard@pizzagalIiproperties.com> Sent: Wednesday, August 13, 2014 9:25 AM To: ray Subject: 462 Shelburne Road - Total Gross Floor Area Calculation Hi Ray: Pursuant to our recent conversation, we would like to request an amendment to the square footage approved by both the Development Review Board and City Council for our project at 462 Shelburne Road. The previously approved gross floor area was 31,280 square feet. The actual gross floor area as recently calculated by our architects is 30,881 square feet. Thank you, Bob Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(ab_pizzagall iproperties.corn NOTICE: Our website can now be viewed at www.pizza.galliproperties.com. PIZZAGALLI PROPERTIES, LLC T R A N S M I T T A L 346 Shelburne Road, Suite 601 Burlington, Vermont 05401 T 802.660.6800 F 802.660.6868 www.pizzagalliproperties.com To Mr. Ray Belair From Bob Bouchard Address Administrative Officer Date/Time 8-12-2014 City of South Burlington Subject 462 Shelburne Road 575 Dorset Street Parking Space Waiver Request South Burlington, VT 05403 Enclosed Quantity ---- ---- Code 1 Application for Site Plan Review for 462 Shelburne Road M 3 Full size site plans M 1 Reduced 11" x 17" site plan Application fee $288. Check # 1183 M 1 M Remarks Codes: A FOR INITIAL APPROVAL F QUOTATION REQUESTED K LETTER FOLLOWS B FOR FINAL APPROVAL G APPROVED L FOR FIELD CHECK C APPROVED AS NOTED - RESUBMISSION REQUIRED H FOR APPROVAL M FOR YOUR USE D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED I AS REQUESTED OR REQUIRED N SEE REMARKS E DISAPPROVED - RESUBMIT J FOR USE IN ERECTION PIZZAGALLI PROPERTIES, LLC T R A N S M I T T A L 346 Shelburne Road, Suite 601 Burlington, Vermont 05401 T 802.660.6800 F 902.660.6868 www.pizzagalliproperties.com To Mr. Ray Belair From Robert Bouchard Address Administrative Officer Datw7ime 8-25-2014 City of South Burlington Subject` 462 Shelburne Road 575 Dorset Street Certificate of Service South Burlington, VT 05403 Enclosed Remarks Codes: A FOR INITIAL APPROVAL F QUOTATION REQUESTED K LETTER FOLLOWS B FOR FINAL APPROVAL G APPROVED L FOR FIELD CHECK C APPROVED AS NOTED - RESUBMISSION REQUIRED H FOR APPROVAL M FOR YOUR USE D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED I AS REQUESTED OR REQUIRED N SEE REMARKS E DISAPPROVED - RESUBMIT J FOR USE IN ERECTION CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 25th day of August , 20 14, a copy of the foregoing public notice for Site Plan [type of application] #SP-14-44 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Paul Maxted, 455 Shelburne Street, Burlington, VT 05401 Champlain Capital Management Association, c/o Rotella Property Management, 11 Thornton Street, Winooski, VT 05404 Christopher & Minton Clark, 471 Shelburne Street, Burlington, VT 05401 Gail Rosenberg & Thomas O'Connor, 475 Shelburne Street, Burlington, VT 05401 Robert Corey & Martin Bombard, 407 Dalton Drive, Unit C, Colchester, VT 05446 Paul & Edna Perras, 430 Shelburne Road, South Burlington, VT 05403 Timothy McClaughlin, 5 White Place, South Burlington, VT 05403 Patrick & Anneke Hohl, 7 White Place, South Burlington, VT 05403 Joyce Flanagan & Trustees, 24 Hadley Road, South Burlington, VT 05403 Dana Houlihan, 28 Hadley Road, South Burlington, VT 05403 Alice Bouche, 29 Hadley Road, South Burlington, VT 05403 Diemer Properties, LLC, 12 Bacon Street, South Burlington, VT 05403 Dated at Burlingtc) town/city], Vermont, this t�h day of Augur , 20 1 _. Printed Name: Robert Bouchard Phone number and email: 66 805 Signature: _ Date: August 25 2014 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate gfService Farm. Rev. 1-2012 P R ►SLG IIVC TRANSPORTATION TRAFFIC IMPACT STUDY To: Bob Bouchard, Pizzagalli Properties Cc: Jeff Olesky, P.E., Civil Engineering Associates From: David Saladino, P.E.; Fang Guan Date: 10 May 2013 Subject: 462 Shelburne Road - Traffic Impact Study (revised ) 1.0 INTRODUCTION RECEIVED MAY 2 4 2013 City of So. Burlington This study evaluates the traffic impacts associated with the proposed demolition of a 40-unit single story motel and single family home and the proposed construction of a 31,280 square foot office building at 462 Shelburne Road in South Burlington, Vermont. This traffic impact study includes the following items: ■ The project description and study scope ■ Traffic volumes in 2014 and 2019 with and without the project ■ Estimated congestion and queuing in 2014 and 2019 with and without the project ■ A safety analysis ■ Recommendations This study relies upon design standards and analysis procedures documented in the 2010 Highway Capacity Manual,' Trip Generation,2A Policy on Geometric Design of Highways and Streets,3 Manual on Uniform Traffic Control Devices (MUTCD),4 Traffic Impact Evaluation: Study and Review Guides and the Vermont State Design Standards.6 2.0 PROJECT DESCRIPTION The project site is located at 462 Shelburne Road in South Burlington and includes two separate parcels on either side of Hadley Road (see Figure 1). The site currently includes a 40-room single -story motel and one single family home. This project calls for demolishing the motel and single family home and constructing a 31,280 square foot, three-story commercial office building on the southerly parcel. 117 parking spaces would be provided for the new office building, with 45 spaces located adjacent to the building on the southerly parcel and the remaining 72 spaces provided on the northerly parcel (see Figure 2). Transportation Research Board, National Research Council, Highway Capacity Manual (Washington, DC: National Academy of Sciences, 2010). ' Institute of Transportation Engineers, Trip Generation 8`h Edition (Washington, D.C.: Institute of Transportation Engineers, 2008). 3 American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 6th Edition (Washington DC: AASHTO, 2011). American Traffic Safety Services Association (ATSSA), ITE, and AASHTO, Manual on Uniform Traffic Control Devices, 2009 Edition (Washington DC: FHWA, 2009). 5 Vermont Agency of Transportation, Development Review Section, Traffic Impact Evaluation Study and Review Guide (October 2008). r, State of Vermont Agency of Transportation, Vermont State Standards (Montpelier: VTrans, 1 July 1997). 66 Railroad Row, White River Junction, Vermont 05001 T E l 802.295.4999 • F A X 802.295. 1006 • www.rsginc.com Figure 1: Site Location Map Figure 2: Site Plan LEM% qmFq F-% 2. PROPE'"Es LLC "OPO WD sn REDEVELOPWNT I 1'� �. 4:7 462 Shelburne Road — Traffic Impact Study Page 2 The current motel and single family home have a total of five curb cuts onto Hadley Road and two curb cuts directly onto Shelburne Road. As shown in the site plan above, the proposed office use would consolidate access points, with two access points off of Hadley Road (north- and south -side), and one right -turn exit only access onto Shelburne Road from the northern parcel. The proposed site plan also calls for relocating the existing speed table on Hadley Road to coincide with a new crosswalk that would connect the two parcels. Proximate to the project area, Shelburne Road is classified as an urban principal arterial and has an average daily traffic volume of approximately 24,000 vehicles. Shelburne Road is posted at 30 miles per hour and has a typical section which includes two travel lanes in each direction, with curbed grass buffers and sidewalks on either side of the street. Hadley Road is classified as an urban local street and has an average daily traffic volume of approximately 600 vehicles. Hadley Road is posted at 25 miles per hour and has a series of raised speed humps to control through vehicle speeds. The Chittenden County Regional Planning Commission conducted a speed study on Hadley Road in 2006 and found the 851h percentile speed to be 28 miles per hour in both directions. Hadley Road has a typical section that includes one travel lane in each direction, curbing on both sides and a sidewalk along the south side of the street. 3.0 GEOGRAPHIC SCOPE OF STUDY VTrans guidelines specify that a traffic study should be considered if the proposed development will generate 75 or more peak hour trips. The geographic scope of the study should also include the immediate access points and those intersections or highway segments receiving 75 or more project - generated peak hour trips.' Based on our estimate of site trip generation, we have determined that this project will generate fewer than 75 peak hour trips and have thus focused our assessment on the US 7 (Shelburne Road) / Hadley Road intersection. 3.1 Analysis Scenarios We analyzed the two highest peak hours for office land uses: the weekday AM and PM peak hours. Per standard Vermont traffic study protocol, we have evaluated traffic conditions in the base year (the year construction is estimated to be complete) and five years in the future. Thus, this traffic study includes an evaluation of the No Build and Build condition during the AM and PM peak hours in 2014 and 2019. Additionally, based on direction from South Burlington planning staff, we have evaluated two Build scenarios: 1) including trips generated by the existing motel and home in the background traffic volumes, and 2) removing trips currently generated by the motel and home in the background volumes. 3.2 Other Development Volumes Other development volumes (ODVs) represent trips generated by permitted by not yet constructed land development projects in the study area. We have spoken with planning officials in both Burlington and South Burlington, to identify developments that should be included in the background traffic volumes. No ODVs were identified for the study area. ' Vermont Agency of Transportation, Development Review Section, Traffic Impact Evaluation Study and Review Guide (2008) 462 Shelburne Road — Traffic Impact Study Page 3 3.3 Volume Adjustment Factors RSG conducted AM and PM peak hour turning movement counts at the US 7/Hadley Road intersection on Tuesday, 26 March 2013. The peak hour traffic volumes from these counts are adjusted to represent the design hour volume (DHV)' in 2014 and 2019 using two adjustment factors: 1. Design hour adjustment factors are based on VTrans short term counter S6D269, located along US 7, 0.04 miles north of Hadley Road. The resulting DHV adjustment factor is 0.92, which would lower the raw traffic count volumes. However, to be conservative, we used a DHV adjustment factor of 1.00 which does not change the peak hour traffic. 2. An annual adjustment factor, which represents general background traffic growth, is based on estimated growth in the area. The base year annual adjustment factor holds volumes the same between 2013 (count year) and 2014 (initial build year). The future year annual adjustment factor is based on the expected growth rate from the VTrans Continuous Traffic Counter P6D099 located on 1-189 in South Burlington 2 and increases volumes by 1% between 2014 and 2019. 3.4 Trip Generation Trip generation refers to the number of new vehicle trips originating at or destined for a particular development. Trip generation rates were determined using the Institute of Transportation Engineer's Trip Generation report. Three different land uses are considered. The corresponding Land Use Code (LUC) from Trip Generation report is as follows: 1. General Office Space (LUC 710) - used to determine the trips generated by the proposed future office building. 2. Motel (LUC 320) - used to estimate the trips generated by the existing motel. 3. Single -Family Detached Housing (LUC 210) - used to determine the trips expected from the existing single family home. Table 1 and Table 2 show the corresponding trips generated by the proposed office building and trips generated by the existing motel and single family home. Raw turning movement volumes, adjustments, and trip generation calculations are available in Appendix A. Table 1. Trip Generation for the Proposed Office Building Weekday AM Weekday PM ITE Code ITE Land Use Name Size Enter Exit Enter Exit 710 JGeneral Office Building 31,280 1 sq ft 43 11 39 Total Peak Hr 49 47 Table 2. Trip Generation for the Existing Motel and Single Family Home Weekday AM Weekday PM ITE Code ITE Land Use Name Size Enter Exit Enter Exit 210 Single -Family Detached Housing 1 Iunits o 1 1 0 320 Motel 40 rooms 6 12 10 9 Sub -Totals Total Peak Hr 7 12 11 9 19 20 The DHV is the 30th highest hour of traffic for the year and is used as the design standard in Vermont. z VTrans - http://vtransplanning.vermant.gov/sites/aot_policy/files/documents/trafficresearch/Redbook_12.pdf 462 Shelburne Road -Traffic Impact Study Page 4 3.5 Trip Distribution The proposed development will accommodate parking on the northern and southern sides of Hadley Road. Based on the proposed split in parking spaces, we assumed 60% of the trips are generated by the northern lot and 40% of the trips are generated by the southern lot. The northern lot has a right -turn exit only onto US 7(Shelburne Road), so we assumed that only people who park in the southern lot would likely exit via Hadley Road to go north on US 7. In addition, given the difficulties of exiting out onto US 7, it's very likely that most trips bound for points south will go east on Hadley Road to Farrell Road. To accommodate the trip distribution pattern at this intersection, we assumed that 15% of all project generated trips heading south will exit via Hadley Road and turn left onto US 7 (with the remaining 85% using Hadley Road to Farrell Road). Figure 3 shows the overall trip distribution for the proposed office building. Figure 3. Trip Distribution for the F 0 20 AM d or 0 �I x 0 23 'roposed Office Building 0 4 PM � V v Or 3 0 4 U57 U57 As discussed earlier, one of the Build scenarios removes trips generated by the existing motel and single family home from the background traffic volumes. We observed in the field that all vehicles enter the motel property through Hadley Road and 25% of the trips exit the site via Hadley Road. Based on the observed traffic pattern, Figure 4 shows the "negative" trip distribution for the existing motel and single family home to indicate that these trips are to be subtracted from the background traffic volumes for one of the Build scenarios. Figure 4. "Negative" Trip Distributi 0 -3 AM 1 L e I` -3 or 0 D 0 -4 U57 m for the Existing Motel and Single Family Home 0 -5 PM t -2 ac > 1 0 US7 3.6 Scenario Volume Graphics No Build volumes represent the raw volumes with the application of the DHV and annual adjustments. Build volumes represent the addition of site -generated trips to the No Build volumes, with and without trips generated by the existing motel and single family home. Site -generated trips were discussed and distributed in the previous section. Figure 5 through Figure 7 show the scenario volumes during the peak hours in 2014. Figure 8 through Figure 10 show the scenario volumes during the peak hours in 2019. 462 Shelburne Road —Traffic Impact Study Page 5 Figure 5. 2014 Peak Hour No Build 886 18 AM v R. 8 oc a, or 1 m s t 1709 20 1384 27 PM ♦ 4 v 1%. 4 a, or 2 m x t 1360 27 U57 US7 Figure 6. 2014 Peak Hour Build w/Motel and Single Family Home 886 38 AM 1384 31 PM IL 9 R. 12 v a, or 1 Or 5 M x x 1709 43 F 1360 31 US7 US7 Figure 7. 2014 Peak Hour Build w/o Motel and Single Family Home 886 35 AM 1384 26 PM It— 6 10 r v a, or 1 m Or 4 x x 1709 39 1360 26 U57 US7 462 Shelburne Road —Traffic Impact Study Page 6 Figure 8.2019 Peak Hour No Build 895 18 AM 4 ti v IL 8 a _v or 1 A x t r 1726 20 1398 27 PM ♦ L Or 2 m x t IF 1374 27 US7 US7 Figure 9. 2019 Peak Hour Build w/ Motel and Single Family Home 895 39 AM 1398 31 PM It. 9 T IL 12 > or a a 1 _V Or 5 _M 1126 43 F 1374 31 US7 US7 Figure 10. 2019 Peak Hour Build w/o Motel and Single Family Home 895 35 AM 1398 26 PM i tA i R„ 6 > IL 10 > v a� i 1 m Or 4 x x 1726 39 1374 26 US7 US7 462 Shelburne Road — Traffic Impact Study Page 7 4.0 CONGESTION ANALYSIS 4.1 Level -of -Service Definition Level -of -service (LOS) is a qualitative measure describing the operating conditions as perceived by motorists driving in a traffic stream. LOS is estimated using the procedures outlined in the 2010 Highway Capacity Manual. In addition to traffic volumes, key inputs include the number of lanes at the intersection and the traffic signal timing plans if it is signalized. The LOS results are based on the existing lane configurations and control types (signalized or unsignalized) at the study intersection. The 2010 Highway Capacity Manual defines six qualitative grades to describe the level of service at an intersection. Level -of -Service is based on the average control delay per vehicle. Figure it shows the various LOS grades and descriptions for signalized and unsignalized intersections. Figure 11. Level -of -Service Criteria for Signalized and Unsignalized Intersections Unsignalized Signalized LOS Characteristics Total Delay (sec) Total Delay (sec) A Little or no delay < 10.0 < 10.0 B Short delays 10.1-15.0 10.1-20.0 C Average delays 15.1-25.0 20.1-35.0 D Long delays 25.1-35.0 35.1-55.0 E Very long delays 35.1-50.0 55.1-80.0 F Extreme delays > 50.0 > 80.0 The delay thresholds for LOS at signalized and unsignalized intersections differ because of the driver's expectations of the operating efficiency for the respective traffic control conditions. According to HCM procedures, an overall LOS cannot be calculated for two-way stop -controlled intersections because not all movements experience delay. In signalized and all -way stop -controlled intersections, all movements experience delay and an overall LOS can be calculated. The VTrans policy on level of service is: ■ Overall LOS C should be maintained for state -maintained highways and other streets accessing the state's facilities ■ Reduced LOS may be acceptable on a case -by -case basis when considering, at minimum, current and future traffic volumes, delays, volume to capacity ratios, crash rates, and negative impacts as a result of improvement necessary to achieve LOS C. ■ LOS D should be maintained for side roads with volumes exceeding 100 vehicles/hour for a single lane approach (150 vehicles/hour for a two-lane approach) at two-way stop -controlled intersections. As the minor approach of the study intersection, Hadley Road does not have a volume exceeding 150 vehicles/hour. Therefore, per the VTrans Level of Service Policy, LOS E conditions for Hadley Road are considered acceptable. 5.0 LEVEL -OF -SERVICE AND QUEUING ANALYSIS RESULTS The Highway Capacity Manual congestion reports within Synchro (v8), a traffic analysis software package from Trafficware, were used to assess congestion at the study intersection. Figure 12 and Figure 13 present the LOS and the 951h percentile queuing results during the weekday AM and PM peak hours, respectively. 462 Shelburne Road — Traffic Impact Study Page 8 5.1 AM Peak Hour In all scenarios, AM peak hour level of service is projected to remain within acceptable limits on the Hadley Road approach when traffic generated from the proposed office building is added to the roadway network. The addition of site -generated trips does not change the LOS grade in 2014 and 2019. Figure 12. AM Peak Hour LOS Results US7/Hadle Y Rd 2014 No Build Existing conditon 2014 Build 1 w/motel and single f0mi 2014 Build 2 mill, 2019 No Build Existing condlton 2019 Build 1 w1motelondiingir amity 2019 Build 2 w/o motel and single family De 95th LOS lay v/c 95th LOS DelayQ v/c 95th LOS DelayQ v/c 95th LOS Delay v/c 95th LOS Delay v/c 95th l05 Delay v/c D 28 Q 4 0.05 D 29 5 0.06 D 33 4 0.05 D 29 Q 4 0.06 Q D 30 5 0.06 Q D 34 4 0.05 WB, from Hadley Rd NB, from US7 A 0 0 0.67 A 0 0 0.67 A 0 0 0.67 A 0 0 0.68 A 0 0 0.68 A 0 0 0.68 SB, from US7 A 1 4 0.35 A 1 9 0.35 A 1 8 0.35 A 1 4 0.35 A 1 9 0.35 A 1 8 0.35 5.2 PM Peak Hour In the PM peak hour, the projected LOS on Hadley Road remains LOS E in all scenarios. The addition of trips generated by the office building again does not change the intersection LOS grade between the No Build and Build scenarios. Figure 13. PM Peak Hour LOS Results oat 0-4 _­ US7/Hadley Rd 2014 No Build Existing conmfton 2014 Build 1 w/motel and single fami 2014 Build 2 womotel and sl mlly 2019 No Build Existing condton 2019 Build 1 w/motel and single famil 2019 Build 2 w/o mokl Dod s! tamfl 95th LOS Delay v/c 95th LOS Delay v/c 9Sth LOS Delay v/c 95th l05 Delay v/c 95th LOS Delay95thv/c 95th LOS Delay v/c Q E 43 5 0.06 Q E 44 14 0.16 Q E 41 10 0.12 Q E 44 5 0.06 E 46 14 0.16 Q E 42 11 0.13 WB, from Hadley Rd NB, from US7 A 0 0 0.53 A 0 0 0.53 A 0 0 0.53 A 0 0 0.54 A 0 0 0.54 A 0 0 0.54 SB, from US71 A 1 4 0.54 A 1 5 0.54 A 1 4 0.54 A 1 4 0.55 A 1 5 0.55 A 1 4 0.55 Detailed Synchro LOS worksheets are available in Appendix B. 6.0 SAFETY ANALYSIS 6.1 Crash Histories Crash histories were collected from VTrans (January 2007-December 2011) at the study intersection and road segments along US 7. VTrans maintains a statewide database of all reported crashes along all state highways and federal aid road segments.' A reportable crash is a collision with at least one of the following results caused by the event: ■ property damage exceeding $1,000 ■ personal injury ■ fatality Figure 14 shows the total number of crashes (10) based on VTrans records that occurred at the study intersection each year from 2007 to 2011. The number of crashes per year does not fluctuate significantly during this period. ' This data is exempt from Discovery or Admission under 23 U.S.C. 409. 462 Shelburne Road -Traffic Impact Study Page 9 Figure 14. Study Intersection Reported Crashes (2007-2011) 4 0 2007 2008 2009 2010 2011 Figure 15 shows the time of day crashes at the study intersection occurred. Figure 15. Crashes by Time of Day 3 ---- t`i s 0 E E E E E E E E E E E E£ E E E E E E E E E E E M m m M M M M M M m m A a a a a a a a a a a Cl a fV A N M V LA lD I, 00 al O rl N .--1 N M a Ill %D n oo al o Based on the available crash summary (see Figure 16), five of the crashes involved being struck from behind while driving on Shelburne Road, four of which were heading south and one was heading north. These crashes are likely vehicles waiting to turn left or right onto Hadley Road and rear -ended by approaching vehicles. One crash involves a vehicle making a left turn into Hadley Road being broadsided by a vehicle traveling north on Shelburne Road. Only one crash seemed to be related to inclement weather, which involved 3 injuries. Failure to yield right of way and driving too fast for conditions are two major contributing factors for crashes at the study intersection. 462 Shelburne Road —Traffic Impact Study Page 10 Figure 16. Crash Summary MM Date Time Weather Contributing Circumstances Direction of Collision Nof #of Direction Injuries Fatalities 0.44 2/21/2007 900 Clear — _ Drivingtcofastfor conditions, Noimpr2LrdriviRear End 0 0 s Sleet, Hail Driving too fast for conditions, Swerving or avoiding 0.44 2/2/2008 1:03 (Freezing Rain due to wind, slippery surface, vehicle, object, non- Single Vehicle Crash 3 0 or Drizzle) motorist in roadway etc 0.44 5/21/2008 21:15 Clear Unknown_Noimproper driving Rear End 0 0 S 0.44 9/1/2009 Clear Visibility obstructed, Inattention Same Direction Sideswipe 0 0 0.44 2/4/2010 8:03 Clear Failed to iel�dri h-toh—, NoimproPerdriving Rear End 0 0 _ N 0.44 8/11/2010 ---- ---- ----------- 17:10 Clear_ _ Inattention, No impr�erdrivin� —— Rear End -- - - - 0 0 S 0.45 8/20/2007 11:49 Clear Unknown No Turns, Thru moves only, 0 0 ----- — --- — --_ — — —_ --------------------------------- Broadside A< 0.45 4/2/2010 18:01_C_lear Followed too closely, Other improper action Rear End 0 -------------------- 0 S 0.46 10/22/2008 17:30 Clear Failed to yield right of way, No improper driving Left Turn and Thru, Angle Ang 0 0 E — — — — — — — -- Broadside -->v 0.46 2/2/2011 15:41 Clear No improper driving, Inattention Other -Explain in Narrative 0 0 N 6.2 High Crash Locations In order to be classified as a High Crash Location (HCL), an intersection or road section (0.3 mile section) must meet the following two conditions: 1. It must have at least 5 crashes over a 5-year period 2. The Actual Crash Rate must exceed the Critical Crash Rate. Based on the most current crash data available from VTrans (2006-2010), the US 7/Hadley Road intersection is not a HCL intersection. However, there are HCL sections to the north and south of Hadley Road. Figure 17 shows crashes at the study intersection and HCLs on Shelburne Road. 462 Shelburne Road — Traffic Impact Study Page 11 Figure 17. Crash Map 6.3 Sight Distances Stopping sight distance is the distance required for a vehicle, traveling at the design speed, to stop before reaching a stationary object in its path, such as a stopped vehicle. Intersection (or corner) sight distance is the distance required for drivers to stop or adjust their speed, as appropriate, to avoid colliding with a potentially conflicting vehicle leaving an intersection. The provision of adequate stopping sight distance is critical for safe operations. The 2011 Policy on Geometric Design of Highways and Streets' states that, "[i]f the available sight distance for an entering or crossing vehicle is at least equal to the appropriate stopping sight distance for the major road, then drivers have sufficient sight distance to anticipate and avoid collisions." The 2011 Policy on Geometric ' American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Sixth Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2011), pg. 9-29. 462 Shelburne Road -Traffic Impact Study Page 12 Design of Highways and Streets' goes onto state that, "intersection sight distances that exceed stopping sight distances are desirable along the major road." In the field, the available stopping sight distance is measured from a point 3.5 feet above the road surface of the major road approach lanes to a point 2.0 feet above the road surface of the minor street approach at the point of intersection between major and minor streets.z The available intersection sight distance is measured from a point 3.5 feet above the road surface at a point on the minor road approach 14.5 feet from the edge of the major road travelled way to a point 3.5 feet above the road surface of the major road approach lanes.3 The minimum stopping sight distances are calculated based on factors such as design speed, response times, and grades as reported in the 2011 Policy on Geometric Design of Highways and Streets.¢ The required corner sight distance for vehicles making a left (looking right) turn movement from Hadley Road is 280 feet. The required corner sight distance for vehicles making a right (looking left) turn movement from Hadley Road is 240 feet. Available sight distances are well in excess of the required values in each of these cases. However, we recommend clearing vegetation along the fenceline south of Hadley Road (see Figure 18) since they may potentially block the view exiting Hadley Road. Figure 18. Shrubs to be cleared Figure 19 shows photographs taken in the field of the approximate sight distances for the study intersection. ' American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Sixth Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2011), pg. 9-29. ' American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Sixth Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2011), pg. 3-14 to 3-15. 3 American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Sixth Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2011), pg. 9-31, 9-36. American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Sixth Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2011), pg. 9-36 462 Shelburne Road -Traffic Impact Study Page 13 Figure 19. Sight Distance Photographs at Hadley Road 6.4 Turn Lane Warrant Analysis Using the scenario volumes, we conducted a turn lane warrant to establish the necessity of adding a southbound left turn lane to the US 7 and Hadley Road intersection. Using Harmelink's methodology for unsignalized intersections, we found that a southbound left turn lane is warranted in the AM and PM peak hours in both the No Build and Build scenarios (Figure 20). Figure 20. Turn Lane Warrants Summary — Harmelink Methodology 5B Left Turn Lane Warranted? US7/Hadley Rd AM Peak Hour PM Peak Hour 2014 No Build Yes Yes 2014 Build w/motel N/A Yes 2014 Build w/o motel Yes Yes 2019 No Build Yes Yes 2019 Build w/motel N/A Yes 2019 Build w/o motel N/A Yes We further verified the turn warrants by also using a second method developed by Kikuchi and Chakroborty (1991), which modified the Harmelink equation to correct errors in its application of queuing theory.' This method further confirms that a southbound left turn lane is warranted in both AM and PM peak hours in all No Build and Build scenarios (Figure 21). Figure 21. Turn Lane Warrants Summary - Kikuchi and Chakroborty Methodology 513 Left Turn Lane Warranted? U57/Hadley Rd AM Peak Hour PM Peak Hour 2014 No Build Yes Yes 2014 Build w/motel Yes Yes 2014 Build w/o motel Yes Yes 2019 No Build Yes Yes 2019 Build w/motel Yes Yes 2019 Build w/o motel Yes Yes Larson, Larry & Fred L. Mannering, Method for Prioritizing Intersection Improvements, January 1997, Washington State Transportation Commission, Department of Transportation and U.S. Department of Transportation, Federal Highway Administration, 2 June 2003, <http://www.wsdot.wa.gov/PPSC/Research/Com pleteReports/WARD413_1I ntersectionl m prove. pdf>. 462 Shelburne Road —Traffic Impact Study Page 14 Given the constrained cross-section along Shelburne Road, the relatively small trip generation resulting from this project (20 southbound left -turns during the AM peak), and the minimal delay projected for the southbound Shelburne Road approach (LOS A in all scenarios), we do not recommend adding a southbound left -turn lane at this time. 6.5 Pedestrian Facilities In the study area, sidewalks currently exist on both sides of Shelburne Road and the south side of Hadley Road. A marked crosswalk now exists on Hadley Road. The Vermont Pedestrian and Bicycle Facility Planning and Design Manual states that a marked crosswalk alone is not recommended for a multi -lane (4 or more lanes) roadway with an AADT of over 15,000 vehicles per day since pedestrian crash risk may be increased due to providing marked crosswalk alone. Other treatments should be considered to improve crossing safety for pedestrians.' Shelburne Road has an estimated 2011 AADT of 24,100 vehicles per day, according to VTrans. The counted pedestrian crossing volumes are very low (less than 5 pedestrians during the AM and PM peak hours). Therefore, we do not recommend a marked crosswalk on Shelburne Road. 7.0 CONCLUSIONS This study has evaluated the traffic impacts associated with the proposed demolition of a 40-unit single story motel and single family home and the proposed construction of a 31,280 square foot office building at 462 Shelburne Road in South Burlington, Vermont. 117 parking spaces would be provided for the new office building, with 45 spaces located adjacent to the building on the southerly parcel and the remaining 72 spaces provided on the northerly parcel The current motel and single family home have a total of five curb cuts onto Hadley Road and two curb cuts directly onto Shelburne Road. The proposed office use would consolidate access points, with two access points off of Hadley Road (north- and south -side), and one right -turn exit only access onto Shelburne Road from the northern parcel. The proposed site plan also calls for relocating the existing speed table on Hadley Road to coincide with a new crosswalk that would connect the two parcels. Based on our evaluation of existing conditions, projected traffic operations, relevant safety data, and turn lane warrants, we conclude that the project as proposed will not cause undue adverse traffic or safety conditions on the local roadway network. Please feel free to contact me with any questions. Sincerely, David Saladino, P.E. Director ' Vermont Agency of Transportation, Vermont Pedestrian and Bicycle Facility Planning and Design Manual (Montpelier: VTrans, 2002) 3- 41. 462 Shelburne Road — Traffic Impact Study Page 15 APPENDIX A DHV Adjustments, Volume Worksheets 05/08/1301:51 PM Raw Count Data DHV 3 Annual Adjustments 1) to Apply Adjustments Adjusted Raw Counts OalaElted Acqutted Raw COkaltB _ 2014__. _ 2014 2014 1=Apply Adlu1t 11 2 • Apply Adlustment 2 3 - Apply Adjustment 3 Elf WB Na56 EB WB NB 5B EB WB NB 58 Fa we NB SB Ell we NB SO US7/Hadley Rd LT7 1 0_ 18 • _ DHVATR/CTC 5613269 Buroymn:U57 DHV Calculations L 1 1 1 ] i L 0 1 0 18 L���TT1 L 0 1 0 18 SoutH BudNgtw, Vr TH 0 0 1709 886 DHV Mll Group Urban ATR/RC Year 2011 T 1 1 1 ] T 0 0 1]09 886 TI ' T 0 0 1709 886 3/26/2013 RT 0 8 20 0 2642 Annl Grath ATR/CTCID P6D099 sulHarw:itwo.w was>usr ATR/RC AADT 2a,100 A 1 1 1 1 A 0 8 20 0 26a2 R 0 R 0 g 20 0 2W2 ath Tuesday Enter 0 9 1729 90a 2642 Annl Grath Poll Group P61-9 I 2021.2013 Groadl 1.00 Enter 0 9 1]29 90l 2W2 Enter 0 0 0 0 0 Enter 0 9 1]M 90a IW2 Pesource5ystems Woup Exit 38 0 1717 887 26a2 TM Caunt Year 2013 Corr. MDT 2a.100 Edt 38 0 171] 88] 26a2 Exit 0 0 0 0 0 Edt 38 0 1]3] B8] 2W2 %Trucks O1y26 O21% DAML 0.014 DHVAdjustment 1w D. (E9uaupn) n/a Peds' 0 O 0 0 PIIF 20-2014 Groats 100 DMV W actor) 2,Sa0 Peak Hoor, ]:30 AM-B:30AM Reek 085 Total Adjustor entCorr. Court 277S V Y VBB91 of ODVs ODVs Existing Motel LUC 330 Exitti 51 le Family LUC 210 Enter f.M1 fine� eM 6 d12 -IB AM 0 -1 Based on Fkld observation, all vip P0[tt the moth vu US]/NadUS'/.Idle,Rd. 25% Vips cart Me motel vu U52/Nad1, Rd EB WB NS So EB WB NB so L 0 3 T 0 0 Fnttt 0 -3 Enter 0 -1 0 0 -1 Fnt i 0 d a A Ent 0 0 -1 0 -1 AM No Build Trip Generation 2014 Enter E.d R6 13 6 19 Assume 10% tops from the southttn bt 60% Mps horn the northern bt Asswn15% hips to scum 1.4 via US]/Name, Rd EB WB NB SB To 1 0 1B 0 0 1]09 886 B WB NB s E o za R R 0 e 20 0 2612 R 1 15 Enter 0 9 1729 901 2642 E.- 0 2 13 20 15 E.it 38 0 1)1] 881 2N2 Fut 13 0 1 0 /5 Build 1 Build 2 Annual (W/ motel and sin le family) (w/o motel and single family) Adjustment Adjusted Raw CountB 2016 201a 2019 _2019 EB WB B SB FB WB NB SB ER WB NB sB R 0 9 1139 06 2687 R 0 6 1709 806 26]6 3 I RI 0 8 1206 B05 2668 Enter 0 11 1752 924 2687 Enter 0 1 111 921 2676 E— 0 9 1716 913 2668 Eait 81 0 1718 987 2687 E.it 71 0 1715 887 2676 EW 38 0 1231 M 2668 V m c o 'M OS/OB/13 01'.51 PM Raw Count Data DHV & Annual Adjustments (1) to Apply Adjustments Adjusted Raw CoUnta Balancing Balanced Adjusted Raw Counts 2014 - - Zola Zola Zola A,,,, Ad �;tmenl 2- ApPll Ad usimem t 3 - Apyy Ad, ustmenl 3 ES w6 No so ES W6 NB Ea we NB Se FB W6 NB Ss ES WO NB s6 US)/Hadley Rd 0 1 0 11 I DHVATR/CTC; 56DZ69 6unirNrm'.un 56eeun. DHV Q&dlu.— lr ] 1 1 1 1 0 2 0 2T 1� 1 020 II Spud, Bursrytm, VT - p 0 13W 13Ba DHV POR Group 1, Urban ATR/(7c Year 2011 T 1 1 I 1 T 0 0 1360 13t6 T T 0 0 ]360 13M 3/26/2013 R p_ a 22 0 2801 —'Grw ATR/CTCIDi P60099 sa..Ha�n.isRyd.P..i Husr ATR/CTC MDT 26,100 R 1 1 1 1 R 0 1 31 0 2BM Ru 0 R 0 6 1T 0 2W6 RN Tuesday n r 0 6 1301 tall 2802 Mnl GrwN POR Group;P60099 20112013 WowM lA0 EMer 0 6 1381 tall 2a06 Enter 0 0 0 0 0 EMar 0 6 1387 1611 IaW Resource Syslems Group Sa 0 136R 13R6 2"' TM Comt Year; 2013 Con. MOT N,100 E* 51 0 13N 13B6 2aW IM 0 0 0 0 0 Edt M 0 1366 1366 2906 %Trucks 00% 0.0% 10% 00% D. Adj.ZOnm,! 1.00 DNV (Fp —) Na ledi 0 0 p 0 PNF 301}ZOIR WowM! 1.00 D. IRiactm) 3,Sa0 P—H 4:30 PM-5 _30 PM Peak 091 Total AdjustmerH�_ Corr. Count 2725 V u Paa. I o/3 SSA �I « E e3o N a � o$e - o 0 E o " W- Build 1 Build 2 Balancing Balanced Adjusted Raw Counts No Build (w/ motel and sin le family) (w/o motel and single family) 2019 2019 2019 2019 2019 ES NO so L. R E8 W� 0 8 0 06 1114 1396 2832 R 0 O8 12]4 330 8 2832 R 0 12 10 4 11011 2851 R 0 326 0 14 1098 283] EW 0 0 0 0 0 Er-0 6 1401 1425 2832 Enter 0 6 1401 1425 2832 Entet 0 1] 1405 1429 2351 Enter 0 14 13" 1424 2837 Ealt 0 0 0 0 0 E. 55 0 2378 1400 2832 Eut 55 0 1378 1400 2832 Etit 62 0 1385 1403 2851 Fait 52 0 1384 1402 2837 Page 3 013 APPENDIX B Congestion Analysis & Queue Reports (HCM / Synchro) HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2014 AM No Build I- k- t /0". 1%. l Lane Configurations Volume (veh/h) 1 8 1709 20 18 886 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 8 1709 20 18 886 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2198 864 1729 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2198 864 1729 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 97 95 cM capacity (veh/h) 36 297 361 Dir�ctiori,'l.ane # WB.1 NB 1 'NB 2 881 Volume Total 9 1139 590 313 591 Volume Left 1 0 0 18 0 Volume Right 8 0 20 0 0 cSH 165 1700 1700 361 1700 Volume to Capacity 0.05 0.67 0.35 0.05 0.35 Queue Length 95th (ft) 4 0 0 4 0 Control Delay (s) 28.0 0.0 0.0 1.8 0.0 Lane LOS D A Approach Delay (s) 28.0 0.0 0.6 Approach LOS D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 57.9% ICU Level of Service B Analysis Period (min) 60 4/9/2013 2014 AM No Build Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2014 AM Build w/ Motel and Single Family Lane Configurations Volume (veh/h) 1 9 1709 43 38 886 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 9 1709 43 38 886 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2250 876 1752 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2250 876 1752 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 97 89 cM capacity (veh/h) 31 292 354 Direction, Lane # WB 1 NB 1 NB 2. SB 1 SB 2 Volume Total 10 1139 613 333 591 Volume Left 1 0 0 38 0 Volume Right 9 0 43 0 0 cSH 160 1700 1700 354 1700 Volume to Capacity 0.06 0.67 0.36 0.11 0.35 Queue Length 95th (ft) 5 0 0 9 0 Control Delay (s) 29.0 0.0 0.0 3.8 0.0 Lane LOS D A Approach Delay (s) 29.0 0.0 1.4 Approach LOS D Average Delay 0.6 Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 60 4/9/2013 2014 AM Build w/ Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2014 AM Build w/o Motel and Single Family f 4 1 110. 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y TT. -Tt Volume (veh/h) 1 6 1709 39 35 886 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 6 1709 39 35 886 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2242 874 1748 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2242 874 1748 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 98 90 cM capacity (veh/h) 32 293 355 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 7 1139 609 330 591 Volume Left 1 0 0 35 0 Volume Right 6 0 39 0 0 cSH 136 1700 1700 355 1700 Volume to Capacity 0.05 0.67 0.36 0.10 0.35 Queue Length 95th (ft) 4 0 0 8 0 Control Delay (s) 33.0 0.0 0.0 3.5 0.0 Lane LOS D A Approach Delay (s) 33.0 0.0 1.2 Approach LOS D Inters e n Summary Average Delay 0.5 Intersection Capacity Utilization 60.1% ICU Level of Service B Analysis Period (min) 60 4/9/2013 2014 AM Build w/o Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2014 PM No Build f- 'I- t �' �► 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y tT. -'t Volume (veh/h) 2 4 1360 27 27 1384 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 2 4 1360 27 27 1384 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2120 694 1387 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2120 694 1387 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 99 94 cM capacity (veh/h) 41 386 490 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 6 907 480 488 923 Volume Left 2 0 0 27 0 Volume Right 4 0 27 0 0 cSH 101 1700 1700 490 1700 Volume to Capacity 0.06 0.53 0.28 0.06 0.54 Queue Length 95th (ft) 5 0 0 4 0 Control Delay (s) 42.9 0.0 0.0 1.6 0.0 Lane LOS E A Approach Delay (s) 42.9 0.0 0.6 Approach LOS E Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 60 4/9/2013 2014 PM No Build Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2014 PM Build w/ Motel and Single Family 4 *-- t `� 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y T1+ -Tt Volume (veh/h) 5 12 1360 31 31 1384 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 12 1360 31 31 1384 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2130 696 1391 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2130 696 1391 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 87 97 94 cM capacity (veh/h) 40 384 488 Direction, Lane # WB 1 NB 1 NB 2 SIB 1 SIB 2 Volume Total 17 907 484 492 923 Volume Left 5 0 0 31 0 Volume Right 12 0 31 0 0 cSH 108 1700 1700 488 1700 Volume to Capacity 0.16 0.53 0.28 0.06 0.54 Queue Length 95th (ft) 14 0 0 5 0 Control Delay (s) 44.3 0.0 0.0 1.9 0,0 Lane LOS E A Approach Delay (s) 44.3 0.0 0.6 Approach LOS E Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 60 4/9/2013 2014 PM Build w/ Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2014 PM Build w/o Motel and Single Family f- t t Is. 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y fl+ -Tt Volume (veh/h) 4 10 1360 26 26 1384 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 4 10 1360 26 26 1384 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2117 693 1386 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2117 693 1386 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 90 97 95 cM capacity (veh/h) 41 386 490 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 14 907 479 487 923 Volume Left 4 0 0 26 0 Volume Right 10 0 26 0 0 cSH 114 1700 1700 490 1700 Volume to Capacity 0.12 0.53 0,28 0.05 0.54 Queue Length 95th (ft) 10 0 0 4 0 Control Delay (s) 41.1 0.0 0.0 1.6 0.0 Lane LOS E A Approach Delay (s) 41.1 0.0 0.5 Approach LOS E Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 60 4/9/2013 2014 PM Build w/o Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2019 AM No Build f- t 1 � v. Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y tl + 0 Volume (veh/h) 1 8 1726 20 18 895 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 8 1726 20 18 895 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2220 873 1746 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2220 873 1746 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 97 95 cM capacity (veh/h) 35 293 356 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 9 1151 595 316 597 Volume Left 1 0 0 18 0 Volume Right 8 0 20 0 0 cSH 161 1700 1700 356 1700 Volume to Capacity 0.06 0.68 0.35 0.05 0,35 Queue Length 95th (ft) 4 0 0 4 0 Control Delay (s) 28.6 0.0 0.0 1.8 0.0 Lane LOS D A Approach Delay (s) 28.6 0.0 0.6 Approach LOS D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 60 4/9/2013 2019 AM No Build Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2019 AM Build w/ Motel and Single Family Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y TT-1 4t Volume (veh/h) 1 9 1726 43 39 895 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 9 1726 43 39 895 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2273 884 1769 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2273 884 1769 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 97 89 cM capacity (veh/h) 30 288 348 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 10 1151 618 337 597 Volume Left 1 0 0 39 0 Volume Right 9 0 43 0 0 cSH 155 1700 1700 348 1700 Volume to Capacity 0.06 0.68 0.36 0.11 0.35 Queue Length 95th (ft) 5 0 0 9 0 Control Delay (s) 29.8 0.0 0.0 3.9 0.0 Lane LOS D A Approach Delay (s) 29.8 0.0 1.4 Approach LOS D Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 60 4/9/2013 2019 AM Build w/ Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2019 AM Build w/o Motel and Single Family "r ',- 1 I' \0. 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y tT. 4f Volume (veh/h) 1 6 1726 39 35 895 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 6 1726 39 35 895 Pedestrians Lane Width (ft) Walkinq Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2263 882 1765 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2263 882 1765 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 98 90 cM capacity (veh/h) 31 289 350 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 7 1151 614 333 597 Volume Left 1 0 0 35 0 Volume Right 6 0 39 0 0 cSH 132 1700 1700 350 1700 Volume to Capacity 0.05 0.68 0.36 0.10 0.35 Queue Length 95th (ft) 4 0 0 8 0 Control Delay (s) 33.8 0.0 0.0 3.5 0.0 Lane LOS D A Approach Delay (s) 33.8 0.0 1.3 Approach LOS D Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 60.3% ICU Level of Service B Analysis Period (min) 60 4/9/2013 2019 AM Build w/o Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2019 PM No Build # t t �- �► 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y T1l. Tt Volume (veh/h) 2 4 1374 27 27 1398 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 2 4 1374 27 27 1398 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2140 700 1401 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2140 700 1401 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 99 94 cM capacity (veh/h) 39 381 484 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 6 916 485 493 932 Volume Left 2 0 0 27 0 Volume Right 4 0 27 0 0 cSH 98 1700 1700 484 1700 Volume to Capacity 0.06 0.54 0.29 0.06 0.55 Queue Length 95th (ft) 5 0 0 4 0 Control Delay (s) 44.1 0.0 0.0 1.6 0.0 Lane LOS E A Approach Delay (s) 44.1 0.0 0.6 Approach LOS E s`ecn Summary Average Delay 0.4 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 60 4/9/2013 2019 PM No Build Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd I 2019 PM Build w/ Motel and Single Family #r 'I -I * Lane Configurations Y +T 0 Volume (veh/h) 5 12 1374 31 31 1398 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 12 1374 31 31 1398 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2150 702 1405 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2150 702 1405 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 87 97 94 cM capacity (veh/h) 39 380 482 Direction, Lane # WB 1 NB 1 NB 2 SIB 1 SB 2 Volume Total 17 916 489 497 932 Volume Left 5 0 0 31 0 Volume Right 12 0 31 0 0 cSH 105 1700 1700 482 1700 Volume to Capacity 0.16 0.54 0.29 0.06 0.55 Queue Length 95th (ft) 14 0 0 5 0 Control Delay (s) 45.7 0.0 0.0 1.9 0.0 Lane LOS E A Approach Delay (s) 45.7 0.0 0.7 Approach LOS E Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 70.8% ICU Level of Service C Analysis Period (min) 60 4/9/2013 2019 PM Build w/ Motel and Single Family Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 3: US7 & Hadley Rd 2019 PM Build w/o Motel and Single Family f" t t r' Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y Tt- a't Volume (veh/h) 4 10 1374 26 26 1398 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 4 10 1374 26 26 1398 Pedestrians Lane Width (ft) IAQILing ClpeCd (Al VVUJU1N Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2138 700 1400 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2138 700 1400 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3,3 2.2 p0 queue free % 90 97 95 cM capacity (veh/h) 40 382 484 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 14 916 484 492 932 Volume Left 4 0 0 26 0 Volume Right 10 0 26 0 0 cSH 110 1700 1700 484 1700 Volume to Capacity 0,13 0.54 0.28 0.05 0.55 Queue Length 95th (ft) 11 0 0 4 0 Control Delay (s) 42.3 0.0 0.0 1.6 0.0 Lane LOS E A Approach Delay (s) 42.3 0.0 05 Approach LOS E Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 60 4/9/2013 2019 PM Build w/o Motel and Single Family Synchro 8 Report Page 1 r 1VgmillAN southburlington PLANNING & ZONING April 18, 2014 Robert Bouchard Pizzagalli Properties, LLC 364 Shelburne Road, Ste. 601 Burlington, VT 05401 Re: Field Change Request — 462 Shelburne Road Dear Mr. Bouchard: This is in response to your letter of April 16, 2014 requesting approval for a field change to: 1) raise the finished grade elevations within the northerly parking lot, and 2) adjusting the proposed grade transitions at the Hadley Road and Shelburne Road curb cuts. These field changes are hereby authorized pursuant to Section 14.05 (I) of the Land Development Regulations. Please note that Section 14.05 (I) (2) of the Land Development Regulations requires that prior to the issuance of a Certificate of Occupancy, you will need to submit "as -built" plans of the development in paper and digital form. Should you have any questions, please feel free to contact me. kr Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com PIZZAGALLI PROPERTIES, LLC April 16, 2014 Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: 462 Shelburne Road (liberty Inn & Motel Project) Request Grade Change on North Lot Dear Ray: 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 8oz.66o.6800 F 8oz.66o.6868 www.pizzag_alliproperties.com APR 17 2014 City of So. Bu f ngton Pursuant to our recent phone conversation, PPL 462 Shelburne Road, LLC would like to request approval from the City's Planning and Zoning Department to amend the site plan for our project at 462 Shelburne Road. The proposed site amendment includes revisions to the project's northern parking lot only and consists of raising the finished grade elevations within the parking lot by one foot and adjusting the proposed grade transitions at the Hadley Drive and Shelburne Road curb cuts. A revised site plan showing the proposed grade change is enclosed. Please don't hesitate to contact me with any questions. Your uly: D r� Robert Bouchard enclosure SITE ENGINEER: LEGEND I ' I I NEW DMHt ----336---- EXISTING CONTOUR RIM=203.5' (MATCH EX. GRADE) NEW CB1 336 PROPOSED CONTOUR I INV. IN (EX. 18- CMP)-MATCH EX INV. RIM=204.8 I INV. IN (NEW 15" HOPE)-197.4 INV. IN (15" I1iDPE)�199.2 I I CIVIL ENGINEERING ASSOCIATES, - - - APPROXIMATE PROPERTY UNE INV. IN (NEW 6" SDR)-197.81 INV. OUT (15i" HDPE)=199.1 I 10MRNSIMI)V1EWlANE, SOUTHOURUNGTON, Vr 06101 .L 0b INV. OUT (EX. 18" CMP)=MATCH EX. I�JV. L - - - - APPROXIMATE SETBACK LINE 204 _�P - -anZ� - - - .-60 350_ - - 35� - - _ _ _ __ eazmA-23z7 rnx: eozae.avl wen: www.o...H.00m O IRON PIN FOUND I I / 205 - cvmwcm Xv - ms xXs%xv® i \ DxA�N 17 CONCRETE MONUMENT FOUND EXTEND NEW 206 + + t0 027 � \2p'\ I JSO/GAC ♦ 1"4 ASSOCIATED ALL GWTHACES THE I Cxxc%r.D h Q 'P - -SS GRAVITY SEWER LINE CURBING TO I / \ NEW C82 - -FM FORCE MAIN EX. SIDEWALK 1 �� RIM=204. ( )P 1 INV. OUT 15" HDPE -200, NORTH PARKING AREA S/��/ NSOBOB C.O.- .♦ (HATCHED AREAS) TO Arrxov6o fO src"� c.o.-202 c.o.-xo2o _ c.o.-zoz.o BE CONSTRUCTED,' f - - W WATER LINE !Co. ._._ I .1 + 206.2 �► 2 12 , ?ob, �_` 0 P 12- WITH ASPHLAT TAUS PBS OE OVERHEAD ELECTRIC I j / _ \ I MR.) T PAVEMENT I I loa z1 .6 (TYPOAPPLICANT: -UE UNDERGROUND ELECTRIC i I 1 \6 I a - - G GAS LINE -�$, �� �' 1 I I - -ST STORM DRAINAGE UNE �ZOT'� �-; I I /11, ,d✓ - / - ,ry , , - PIZZAGALLI L� , IC \ I PROPERTIES SEWER MANHOLE L 1 -- I �.rTo -90ZTR - (w STORM MANHOLE I , ` n 0 NEW 4"SR I F LLC 3s Pvc PE1F. 348 SHELBURNE RD., HYDRANT \ f- yam UNDER DN IN ( u 1�...yy I 206 C°.=198.6 5T 9 Co.- . 1.2 / J �__ MR.) I Y06.SUITE 601 0 OIL SHUT-OFF 0 W 1 ul / _ NEW fi SUR 3 ] BURLINGTON FILLI * PVC UNDER DRA NEW 15 HOPE I 1 11----11 I r COLLECTION uNE VERMONT 05401 T.. POWER POLE �./ 1 / WITH CLEAN O `DRAINAGE LINES \ 1 I ' / 1 ® CATCH BASIN ry PROJECT: o-o LIGHT POLE 06 20 ` WID CURB CUTS SIGN-_-foZ------ SJTION CUR o I TO E INSTALLED ON I y I PROPOSED iw 21oa DECIDUOUS TREE I I , B ES Oq MEDIAN 1 SITE CONIFEROUS TREE f' _ ♦ \ Zps� 1 �6 / �wvwvwv� EDGE OF BRUSH WOODS \ C.a_2020 D.a_2o2.a \\ �.a-2a2-° a- a � ' I REDEVELOPMENT C.0..202.5 \ 205.0 \ NEW END LINE\ I I I -P 6- FENCE \� CLEANGUT (I FENCE I I I GRAPHIC 9CAIF IIj No + 2.e EXTEND NEW r DRAINAGE SWALE 1 I u 01 PROPERTY OLINE [x w♦ 462 SHELBURNE ROAD _ E% Ce1 1 , SOUTH BURLINGTON TW 210.0 TW 210.0. 1 eN.2oef' iNv our (e- PNVLM) zm..6T :\ z J - c+ - - - - - - W. our Ur vvcr205.e VERMONT 05403 f w seer 1 Qr _ - , l / e7o t225' , - _ 1: 207.7 - - - I inch - 20 /t. NEW CB7 _ _ / NEW CB6 ! 1ef'1-20e e' --bOZ----------/ I / RIM-206.9' (MATCH EX. GRADE _LOZ'� RIM=207.6' LIJITCH EX. GRADE OZ- A1v N(19'CI,P)_203.0' r - Aua„Gro. EX. CO2 `/ / T ( ) � N (12" PVC)-205.5' �.-,_sa n�.- NM.zo♦Y 15• INV. OUT�02. INV. IN (EX. 181 CMP)=t201.9' (MATCH EX. INp.� °' �JNN. CUT (16• CMP).2029' COVERAGE CALCULATIONS WON (,a- (2 NEV�15• HDPE)-202.' `X °"' HADLEY�ROAD m INV. IN _ / It fN♦ ( QI!" qAP)=t201.8' (MATCH EX. MK) NV. our (e' PVC)•Zoo.6' (le" C1i -lff r � / � INV. OUT Ex. 9T M. OUT is .,9�C' - sr - _ =sL =_��---- �-�- - - _ - _ C Total Lot Size = 73,572 sf I Total Existing Impervious = 51.132 sf (69.5%) - - - _ - - o �- - _ y ��n� E% Ca3 - +� - - �... PoM_20♦3' r 207 ._ i ` 5T xv. OUT (6- xDPE).20r6' _ 2O8 209 ( r Total Proposed Coverage = 51,500 sf (70.0%) Total Proposed Pervious Pavement =-11,665 sf / ,�-�_g0Z- 8 HOPE END CURE NC V qq Total Proposed Impervious = 39,835 sf (54AX) ! _� /r--- - 7EW 55' ONCRETM ROOF DRAIN / 8 ( ti " f>'1� B TRLINGTON SIDEWALK CURBING. CURBING BE FLUSH ALONG END CON ,G13 NE CB O I 1 (yI T HANDICAP SPACES. FLUSH RIM-2 8' �. _ H \ 1 1 I 1 U ING INV. T (12• HOPE)=203.0' „�{�.IJ},�!` 1 NEW CONCRE7£ I w w w .1 \SO ! I STEPS AND ti + NEW C83 vnAT1DIET ADRAIN ~ I LOCATION MAP �. u t / HANDRAILS o hjgOPOSED _ 10,560 SF RIM-207.8' IN IN (" P% 2 .2' T• =Zoos COMMERCIAL s T 1N IN (z HE) oz.s 1 10 NEW 5' CONCRE 1 .. SIDEWALK TO BE I m ^ G '7 IN IN ( 5• H �E) 02.6 I OFFICE BUILDING WITH ------ TIED INTO EXISTING I 44 `v i - - 15 DPE _ \ h dRE.- SIDEWALKo,r o s. N DATB Ce8C88D BM9ION SHELBURNE D. 1 R 1 i THREE FLOORS ti I ./¢v13 AG ti 1 TgT4 GFA = ±31,280 SF \ ^� �` -NTP°- .� RM 1 1 1 1 v '0A. -- -,.- to - L.1 RE w \ I ' INSTALL CURB 0 I 1 FFE=209.5 STOPS AT ALL � 11 2n'^' 1 l HANDICAP PARKING M1'N.y O .^er. ., a to NGR1N PAX%roc _OT (RANm r) \ BERMSPACES (5 TYP.) G S WITH 3:1SLOPES a - wLANDSCAPING PLNS. 8i 206 1 \ .1 a 207. i140 -- --- a0-205.2 Ems- 2IN W PROPOSED NOTE: ALLEXISTING ON -SITE GRADING UTILITIES N07, INCORPORATED INTO - t178' I THE FINAL DESIGN SHALL BE SITE PLAN REMOVED OR ABANDONED IN GRADE AREA ^'-"'.�"1 I CONJUNCTION WITH LOCAL SERVICE TO DRAIN %"�� PROVIDER OR STATE REQUIREMENTS. <'77 NEW CBS I RIM=20B.2' INV. OUT (15" HDPE)=203.6' I MAR. 20, 2013 1:� 20' C1.2 I I "= I Pxpl. NO. 12197 P:\AutoCADD Projects\2012y 97\1-CADD Files-12197\Dwg\12197B.dwg, 4/�4 014 10:32:08 AM, DWG To PDF.pc3 J' 40` VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): PPL 462 Shelburne Road, LLC Permit Number: WW-4-4177 c/o Robert Bouchard PIN:EJ14-0025 346 Shelburne Road, Suite 6o1 Burlington VT 05401 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-00462-C referenced in a deed recorded in Book 1202 Page(s) too of the Land Records in South Burlington, Vermont. This project, consisting of the demolition of four motel buildings and existing single family residence and the construction of a three story office building with 125 employees, construction of a new water service line with hydrant, and a wastewater service line, served by municipal water supply services and municipal wastewater disposal services located on 462 Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Peter Smiar, P.E. of Civil Engineering Associates, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C1.0 Existing Conditions Site Plan 3/20/2013 7/12/2013 C1.1 Proposed Conditions & Utilities and Site Plans 3/20/2013 2/25/2014 C2.2 Site Details 3/20/2013 2/25/2014 C3.1 Civil Specifications 3/20/2013 2/25/2014 C3.2 Civil Specifications 3/20/2013 2/25/2014 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", M Regional Offices — Barre/EssexJct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water St Permit WW-4-4177 Page 2 of 3 or which otherwise satisfies the requirements of §1-3o8 and §i-gi1 of the referenced rules. 1.6 This project is approved for the construction of an office building with 125 employees on a 0.83 acre lot. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the City of Burlington for a maximum of i688 gallons of water per day. 2.3 This project is approved for connection to a public water system. The installation of the public water system shall be completed in accordance with the conditions of the Public Water System Permit to Construct PID# C-3088- 14.0 WSID #5053 dated 04/03/2014 or any subsequent approvals for this system issued by the Drinking Water and Groundwater Protection Division. 2.4 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.5 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. &WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 150o gallons of wastewater per day. Wastewater System and Potable Water Sul ) Permit WW-4-4177 Page 3 of 3 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By Dated April 7, 2014 Jessle Wyman, Regional Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Peter Smia/CEA Drinking Water and Groundwater Protection Division Department of Public Safety, Division of Fire Safety �VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov January 21, 2014 PPL 462 Shelburne Road, LLC c/o Robert Bouchard 346 Shelburne Road, Suite 6o1 Burlington VT 054.01 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-4177, demolish four motel buildings and existing single family residence on 1.6 acres and replace with a three story office building with 125 employees located at 462 Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on January 17, 2014, including a fee of $580.00 paid by check #16166o. Under the performance standards for this program, we will have a maximum Of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Cheerier Regional Office Coordinator cc: South Burlington Planning Commission Peter Smiar/Civil Engineering Associates, Inc. Regional Of — Barre/EssexJct./Rutland/Springfield/St. Johnsbury SITE ENGINEER: LEGEND ! j- -- -- -- -336- - - - EXISTING CONTOUR NEW " ----- --- 336--- PROPOSED CONTOUR " NOT ENTER" SIGNS I SNOW END OF NEW 8' I - - APPROXIMATE PROPERTY LINE REPAIR SIDEWALK, I (2 TYP.) STORAGE HIGH CEDAR CIYIL ENGINEEtlNG ASSOCIATES. INC. ROADWAY AND AREA I FENCE fONNISF>B.D YffAlt 00 aDUiN BIILLlll810r1 KOS*00 APPROXIMATE SETBACK LINE CURBING AS 2 *79ee..xtet :AM 1•Ve4i!/I wwG xwrorstewn t125- NECESSARY TO - - - f50_ O IRON PIN FOUND REMOVE EXISTING 10' SIDE _ - �- - --- - _ - coerwmlT Cc7 z - CURS CUTS (TYP.) I ..........................."..,......... .. VARD �SEiBABK..."...................... ........ ......... O CONCRETE MONUMENT FOUND '•................................. ... .......... ...-.L... .:,,,.,:,. ..,.....-.:.-....-:..-.. - JSOi AC EXTEND NEW , Ci ---- -SS GRAVITY SEWER LINE CURBING TO ' LURB NEW UNDER % q ALL PARKING SPACES ASSOCIAED NTH THE I EX. SIDEWALK ) o cur ♦• DRAIN CLEAN ( ♦� �� 16- TYP. 1 NORTH PTARKING AREA SAS/ -FM FORCE MAIN OUT (TYP.) - " PROPOSED 12' r (HATCHED AREAS) TO 8E CONSTRUCTED APPROVED IZ. - W WATER LINE NORTH ONLY i I I I 1 WITH PERVIOUS EXIT LANE i ,10�- ,12, .� ' �2, PAVEMENT (TYP.) JSO - -- --OE - OVERHEAD ELECTRIC PROPOSED 4' I I I j APPLICANT: ' _ NEW 20' POLE UE UNDERGROUND ELECTRIC BRICK SCREEN I / WALL W/ 4" I I -- MOUNTED LED LIGHT - - G GAS LINE PRECAST CAP 3 CURB CUTS TO FIXTURES 8 TYP. FOR' NEW DRAINAGE I BE INSTALLED ON -__ ( ) ! PIZZAGALLI -ST STORM DRAINAGE LINE BOTH SIDES OF NEW 4" SDR t I NORTH PARKING LOT MANHOLE �- 35 PVC PERF. / �+ QS SEWER MANHOLE ( r<< I MEDIANS (4 TYP.)_ �f ��i: UN ��AIN f 10' SIDE PROPERTIED _ 50` HELBURNE y� '= NEW CATCH Imo- YARD I I /� STORM MANHOLE f� RD. SETBACK BASIN (TYP) . f ' �: I SETBACK LLC HYDRANT {� 24' O 346 SHELBURNE RD., ® SHUT-OFF 0 sr ' ' Si T - • OIL FILL __ SUITE 601 T LSI ST NEW 5' MIN. ml NEW 6"R 35, , VEGETATIVE ewnv BURLINGTON PVC UND R DRAIN DRAINAGE I BUFFER VERMONT05401 tv COLLECLT N LINE nHEAa POWER POLE 'WITH CLE�N 0 ` ® CATCH BASIN' ( tu/ CEDAR FENCE NEW PROJECT: y t t 0o GH LIGHT POLE �9 TYP SIGN , ,B' l EX. sMH4 PROPOSED DECIDUOUS TREE - Tri'' Exa=zlo l• - '*/ - INV. IN (10" VC'=x02.9' T CONIFEROUS TREE REPAIR SIDEWALK, '- --,L - j '. _ _ INV. IN (A. PVC-x05, 1' �' ROADWAY AND - wv. our (m° VC) rvYvwwvwx EDGE OF BRUSH/WOODS CURBING AS 1 I NEW T WIDE I� NEW 4 D.I. WATER SERVICE REDEVELOPMENT NECESSARY TO I 16' TYP. LANDSCAPED, _ AND TA PING SLEEVE TO BE -o-o- FENCE REMOVE EXISTING ' I I CURBED 30' HADLEY RD. I NEW BENCH I TIED IN 0 EX. WATER MAIN. GRAPHIC SCALE CURB CUTS (TYP.) I n + MEDIANS SETBACK APES -ArE EXISTING REPAIRS EWALK, ROADWAY -- DRAINAGE SWALE Z _ I V� - _ ` R I I WATFo FRVCE AND AND CURBI G AS NECESSARY. 462 SHELBURNE ROAD P o P m b SO y` ` E%. C9 EX. 0e1 _ EXIST. REMOVE CURB STOP RW.xo v' SOUTH BURLINGTON RIM-xO3.e• AND CAP LINE (TYP.) INV. W nr PVC)-2os.e• VERMONT 05403 INV. OUT (9' Pvc) 201.3' s - - - - �� -- - - i225' - - - -_--- - - - ( IN FF.F.T) E SMH1 APPROXIMATE EXIST _ _ ___ �____ _ ----------- ZONING T - 1 inct, = 20 ft R 20 I' -� a l IrER _ _ C _ x4' CURB \ _^�. DRISLfI EOw T- 77 C - OE/ INV. IN (10" C 20D9 REQUIREMENTS INV. IN (121 PVC 20D9 2 ORISCD sERVICE AND L STOP f/ OE/ OE/ DE/ RM zoae INV. OUT (12" VC) 2003 II REMOVE CURB STOP j AND CROSSWALK TO BE CENTERED DRAINAGE JCURSING TO �o PRESSURE R BUT _ d PROPOSED 5 CONCRETE SIDEWALK NEW EXTEND NEW RE nxcS a' c - Ex DNx2 EX to=vc srwTR uAIN- _AND CAP LINE (TYP. _ _ON EXISTING SPEED �ABLE/ MANHOLE �' PROPERTY LINE E uN M� IN (15: )'�053' .�, .! I "H "cR.+ Zoning District - C7 R75 RIM-204.4' SS -SS- - - - - -SS - - Ss�*Y' 1�Tj1B•SMP) ],QjINV. N (1B• CMP 199.T �"- EXISTING OVERHEAD < APPROX EX STR0,000d ±73.5a Pr000sed >• �. HADLEY R0. WATER SERFg Minimum Lot Size (sf) - 40,000 t73,557 d:73,557 .IN (10^ vvc).xoo.1 LINES TO BE RELOCATED _ __T AND cuae s INV. OUT (19• CMP)-19e9•� ,E% 2" WATER . C W -cMaximum Building Coverage (% - 40 ±26.6 ±14.5 ST ----ST �-- _______--- - _ - ------- _ -- --- _�I�� �_ - w �A+€k MniN EX C92 - --- ' - - - �.- Maximum Lot Coverage (%) - 70 ±69.5 ±70.0 aM-2042' - _-- - - �_ - - Maximum Fran to Coverage Shelburne Rd. (%) - 30 ±37.9- t57.4* INV. IN 00. PVC 7' h / - , 2. cuRe y . It �Ecr Maximum Frontage Coverage Hadley Rd. (R) - 30 t54.9 t61.4* INv OUT 01 Pvc).zooe' 1 0' `c' 3, J Ex. SMH3 .� -I - - -1ZS� - - - - -360 - - - - _ - Minimum Front Yard Setback Shelburne Rd. (ft) - 50 d:19.5" d:10* RIv sae r ,p, of ® ST * INV. �N (12" VC) 201 2 LAN SCA ED, ` r APPROXIMATE Minimum Front Yard Setback Hadley Rd. (ft) - 30 f23.6" f8 INv, DIIT (12• PVC) 201 2- CUR ED EDIA - Exlsnuc 2'.6^ i Minimum Side Yard Setback (ft) - 10 d:4.9" ±10 NEW INV, IN (e" PVC)•201.2' / SPEED NEW LIMIT BUMP w �'� w w w REDUCER Maximum Building Height (ft) - 35 (Flat) d:25 f45* EX. csA BUMPS �`' r IST PROPOSED N' SETBACK 1' B EAK N R F Ns APPRO%INATE I%A EXIST- 30' HADLEY RD. Ex SRNc WATER Notes: Represents existing non -conforming dimension. (e• HOPEj zo1.e' r- I NEW 6" SDR 36 PVC SEWERt/1SERVIt:f_ i0 sow BIKE RACK " CUR ING OR SE " D'1 ••"e I cue©cET ANO INV. OUT 25 �- "kG _ w11� -NEW 4 D.I. W R DRAINAGE 1kr�. l ^ - SERZCE_ N7 STORA. , - _ _ . 'CE P 9 9 q `. BE TIED INTO EX SM CNf; 4'` flER- � - -.. - � __ TM - * - Represents proposed non -conforming dimension for which a waiver is being requested. NEW 12' BUILDING I s.. 11 MIN. REPAIR SIDE LK AS NECESSARY, -, - CONNECTION uo ua bo MOUNTED METAL RELOCATE POWER /�' 24' TYP. PROPOSED 4' BRICK = " TRIP CALCULATIONS PARKING CALCULATIONS HALIDE LIGHT I II POLE, SPAN GUY PROPOSED, 10,560SF - r SCREEN WALLS w/ LOCATION MAP FIXTURES (3 TYP.) t l I ! r L t I I f° -good AND ANCHOR POLE COM11 ERC Af N .Cri NEW 5' CONCRETE 4" PRECAST CAP (WEST :SIDE OF-. fYIC VU'7[.NEw _ SIDEW LK C RBI' 9. Determined from ITE TripGeneration Manuol Proposed GFA = 31.280 sf NEW 5' CONCRETE m w164P CUR BI G TO BE F USH 10 p RT 7) 14.5 NORTH,'- OFFICE BUILDING WITH 2a'Xtr'. ALONG HAN ,CAP SPAC S. 1 TYP NP' All values represent PM Peak Hours Trip Ends Proposed Parkin Spaces = 117 spaces SIDEWALK TO BE COORDINATE WITH �. "� I d NEW P P P 9 P P N - Rnr9 cxecxeD Re Existing Conditions - Allocation = 3.7 spaces/1,000 sf GFA TIED INTO EXISTING II I LOCAL SERVICE THREE FLOORS A r 18 - BENCH SHELBURNE RD. PROVIDER. a/zaps aso ssNsans Rcws asVlsl LUC 210 (Single Family Detached House) 1 Handicap Parking Requirements = 24' SIDEWALK I 10' SIDE INS LUC 320 Motel 19 101-150 spaces = 4 std. + 1 van V NEW CONCRETE f g• TYPE YARD T' ° , coRs, -ol (Motel) = P TOTAL GFA = ±31280 SF TM'= pzpr Total PM Peak Hour Trips Ends = 20 I STEPS AND rx Proposed Conditions - P NEW ELECTRICAL AND I ,. I HANDRAILS ' FFE=209 5 :.. NEW 1D' _ I SETBACK T COMMUNICATIONS I CONCRETE *� ( g) SERVICES. I NE 20' OLE MOON D ' LUC 710 General Office Building) = 47 "I 50= `! _"_ -SIDEWALK AT d Proposed Increase in PM Peak Hour Trips Ends - COORDINATE WITH •� DOU LE S ED D LI HT " SHELBURNE-RD: -"' _ ENTRANCE FIXTURES (2 TYP. FOR NEW 2' BOLLARD LED - N _.. SETBACK _ SOUTH PARKING LOT) LIGHT FIXTURES (3 TYP.) C - 47 trips - 20 trips = 27 LOCAL SERVICE G+ PROVIDERS. REPAIR SIDEWALK AS I sT sT uo�4 NEuo " uo , NECESSARY. c _ _ - SDR 35 PVC PER F. I NEW 8' HIGH - - - - -- - - y W NEW GAS SERVICE. `Ij. t140 UNDER DRAIN (TYP.) d CEDAR DESIGN FLOW SUMMARY COORDINATE WITH NEW CATCH END OF NEW 8' HIGH FENCING PRIVACY LOCAL SERVICE I I I. I BASIN (TYP.) END FLUSH CURBING NI /y `9 _ FENCE PROPOSED PROVIDER. REPAIR I_I ! _ END OF Existing Water Demand - Existing Sewer Flow - SIDEWALK AS -J *I - - - - - NECESSARY. 1 NOTES 10' SIDE NEW CONDITIONS & Existing Motel with 40 units - Existing Motel with 40 units - _I 1. ALL EXISTING ON -SITE UTIUMES AND FENCING NOT YARDSETBACKL 1 FENCE - 33 units 0 1 bed/unit 0 50 gpd/bed = 1,650 gpd - 33 units 01 bed/unit 0 50 gpd/bed = 1,650 gpd 4 INCORPORATED INTO THE FINAL DESIGN SHALL BE r 3178 UTILITIES - 7 units 0 2 beds/unit 0 50 gpd/bed = 700 gpd - 7 units 0 2 beds/unit 0 50 gpd/bed = 700 gpd II REMOVED OR ABANDONED IN CONJUNCTION WITH LOCAL i Existing Single Family Residence - - Less municipal connection credit 20% I a` SERVICE PROVIDER OR STATE REQUIREMENTS. P ( ) _ -470 and PROPOSED PERMEABLE - 3 bedrooms 0 150 gpd/bedroom = 450 and -Subtotal = 1,680 gpd I 2. ALL PROPOSED WORK ON THE SIDEWALK FRONTING US PROPOSED PAVER WALKING PATH SITE PLAN Subtotal = 2,800 gpd Existing Single Family Residence -I 7 AND THE US 7 ITSELF IS IN THE CITY OF BURLINGTON DUMPSTER AND BENCHES Less low flow credit (10%) -280 and - 1 unit with municipal connection = 210210 and AND WOULD NEED APPROVAL AND APPLICABLE PERMITS. ENCLOSURE SNOW Total Existing Water Demand 2,520 gpd Total Existing Sewer Flow = 2,090 gpd COORDINATE ALL WORK IN ROW VOTH THE CITY OF -�I BURLINGTON AND VTRANS. STORAGE Proposed Water Demand - Proposed Sewer Flow - AREA Dere rsawwc NUNReN 3. ALL PROPOSED WORK WITHIN THE HADLEY ROAD ROW MAR. 20, 2013 Proposed 31,280 sf general office building - Proposed 31,280 sf general office building - WI WILL REQUIRE A ROW PERMIT FROM SOUTH BURLINGTON END OF NEW FENCEPUBLIC WORKS. All Ovate L .. -a.ted wore to Le - Est. 125 workers 0 15 gpd/worker = 1,875 gpd - Est. 125 workers 0 15 gpd/worker = 1,375 gpd perforr.ed dance w'tn the Champl -in NEW 8' HIGH A ` ^ w - Less low flow credit 10% _ -187.5 oad - Less municipal connection credit 20% I Water D'str c. Spec fcat'ons for the CEDAR PRIVACY IV • I ( ) p ( ) _ -375 aodand 4. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE Instollot'o- of Water Ines and A 1" - 2� Total Proposed Water Demand 1,687.5 gpd Total Proposed Sewer Flow = 1,500 gpd PAINT. ALL DURABLE PAVEMENT MARKINGS SHALL BE, ppurtenances, FENCE TYPE I TAPE, FROM THE V♦=RMONT AGENCY OF hencef-Ut the "CWD Rpedf cat on 1n _ TRANSPORTATION'S APPROVED PRODUCT LIST. 12197 \ I CIVIL 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: psmiar@cea-vt.com LETTER OF TRANSMITTAL Date: January 10, 2014 --------------------------------------------------------------------- To: Ray Belair (via hand delivery) South Burlington Planning and Zoning ---------------------------------------------------------------------------------------------------------------------- From: Peter Smiar --------------------------------------------------------------------------------------------------------------------- Project(s): 462 Shelburne Road, Pizzagalli Project --------------------------------------------------------------------------------------------------------------------- Description: Sheets C1.1 and C1.2 For Recording (1 Mylar and 3 paper copies each) Mylar and GIS Recording Fees Message: Hi Ray, Please see attached above items for signature by the DRB chair and recording. Please note that we need the DRB signature to allow recording in time to meet our January 21 deadline for the 180 day recording requirement. Note that the new hydrant location was selected in coordination with the South Burlington Fire Department and is different than that referenced the written DRB decision. Thanks, Peter ---------------------------------------------------------------------------------------------------------------------- Cc: f south PLANNING & ZONING January 8, 2014 Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Re: Approval Extension — 462 Shelburne Road - #SD-13-19 Dear Mr. Bouchard: Please be advised that the So. Burlington Development Review Board at its January 7, 2014 meeting approved your request of December 17, 2013 for a one (1) year extension to the time limit in condition #13 of the above referenced decision. You now have until February 6, 2015 to obtain a zoning permit for this project. Should you have any questions, please feel free to contact me. Sin " rfiehcl J. Belair ministrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com PIZZAGALLI PROPERTIES, LLC December 17, 2013 Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Request for Permit Extension to #SD-13-19 462 Shelburne Road (Liberty Inn & Suites) Dear Ray: 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 802.66o.6800 F 802.66o.6868 www,pizzagalliproperties.com f �g. ippf� Pizzagalli Properties, LLC would like to request that the South Burlington Development Review Board grant a one (1) year extension to a permit recently issued for 462 Shelburne Road, known as the Liberty Inn & Suites project. Permit #SD-13-19. We are scheduled to begin this project in early spring of 2014, with potential demolition of the existing buildings later this winter. We will be submitting a revised site plan within the next couple weeks which will show the location of the proposed water line and hydrant as reviewed and approved by the South Burlington Fire Department, in addition to a proposed electrical tiansfGrnier located oi, the soutiieas, cot iiei of the building. Please do not hesitate to contact me with anv questions. Sincerely: Robert Bouchard Development Manager l - VERMONT State of Vermont Department of Environmental Conservation Waste Management & Prevention Division i National Life Drive - Davis 1 Montpelier, VT 0562o-3704 (802) 249-5822 Patricia.coppolino@state.vt.us October 1, 2013 Mr. Philip H. Zalinger Zalinger Cameron & Lambek 140 Main Street Montpelier, VT 05602 A GENCY OF NA TURAL RESOURCES RE: Liberty Inn and Suites, South Burlington, VT (Site #2013-4423); FIRST LETTER Dear Mr. Zalinger: The Sites Management Section (SMS) has received your notification of release dated June 12, 2013 and has reviewed the Limited Phase 11 report dated May 31, 2013 and Subsurface Investigation Report dated August 19, 2013 both by Legette, Brashears & Graham, Inc (LBG) for the Liberty Inn & Suites property in South Burlington, VT. The Phase II report had been conducted to follow up on several recognized and potential environmental conditions identified in a previous Phase I Environmental Assessment conducted on the property by LBG in May 2013. The VTDEC does not have a copy of the Phase I, the above mentioned report notes that several Recognized Environmental Conditions (RECs) were identified in the Phase I and that two of the RECs were being addressed in the Phase II. The recognized environmental conditions (RECs) identified in the Phase I report that were addressed in the Phase II were: • The possible existence of petroleum contaminated soils proximate to former underground storage tanks located on the property; and • Potential impacts from an adjacent former dry cleaning operation. Work conducted to address the above RECs included advancing soil borings, excavation of test pits, installing groundwater monitoring wells, collecting near surface soil samples, and collecting groundwater samples. Groundwater samples were analyzed for volatile organic compounds (VOCs). Soil samples were analyzed for VOCs, total petroleum hydrocarbons (TPH) and RCRA 8 metals. The results of the Phase II activities indicate the presence of VOCs in groundwater in one monitoring well at a level which is in excess of Vermont Groundwater Enforcement Standards (VGES). TPH concentration was elevated in a sample collected from TP-2, but below industrial screening values. Photoionization Detector (PID) values were elevated at several sample locations. After review of the report the following additional information is requested: • Please determine direction of groundwater flow at the site; • The SMS is also requesting that a more thorough description of the contaminant sources at the site be developed. The Phase II report currently identifies the potential source as leaking underground storage tanks, please include information detailing where the past site structures ° 4. were located such as USTs, ASTs, pump islands, as well as any other site activities which could have contributed to the contamination at the site., Regional Offices - Barre/Essex Jet./Rutland/Springfield/St. Johnsbury Since contamination was detected in the subsurface at concentrations exceeding screening levels and enforcement standards, the SMS has placed the property on the State's Hazardous Sites List. Once contaminant issues have been appropriately addressed, the site may be eligible for a Site Management Activity Completed (SMAC) designation, and may be removed from the Active Hazardous Sites List. Please have your consultant submit a work plan for the above to be approved by the SMS prior to the initiation of onsite work. Several sources of funding may be available to assist with the assessment, cleanup and development of the project, if necessary. Entering into the States Liability Limitation Program (BRELLA) provides access to grants and loans for cleanup activities from the Vermont Brownfields Revitalization Fund. Please contact me to discuss funding options that may be available and any interest you may have in the BRELLA program. Based on current information, investigation activities related to petroleum contamination at this property may be eligible for reimbursement from the VT Petroleum Cleanup Fund (PCF). You must provide written proof that no applicable insurance exists in order to receive reimbursement from the PCF. Documentation required must include a complete copy of the applicable property or liability policies that were in place on the date the contamination was discovered; and a pollution coverage statement from the insurance carrier(s). The statement(s) must include name and address of the insurer, the name of the policyholder, policy number(s) and dates of coverage. Also necessary, the name and telephone number of the claims analyst or contact person, and if coverage is denied, then a statement referencing specific policy language invoked to deny coverage of the claim. The owner or permittee must pay for the initial $10,000 of the cleanup. The fund will reimburse the tank owner or permittee for additional eligible cleanup costs of up to $1.2 million. All expenditures must be pre -approved by the Agency. Site investigation work must follow the conditions included in the newly -released document titled "Investigation and Remediation of Contaminated Properties Procedure". Please refer to the guidance document titled "Procedures for Reimbursement from the Petroleum Cleanup Fund" for additional information concerning the PCF. The two aforementioned documents are available on our website at the following address: http://www.anr.state.vt.us/dec/wastediv/sms/smsg,dint.htm I can be reached at 12atricia.copl2olino0state.vt.us or (802)249-5822 Sincerely, -",sue--- Patricia Coppolino, Program Manager Brownfields Program Waste Management and Prevention Division c: Yves Bradley, Pomerleau Real Estate (via email) Robert Bouchard, Pizzagali Properties (via email) South Burlington Selectboard (via email) DEC Regional Office (via email) Regional Offices — Barre/Essex Jet./Rutland/Springfield/St. Johnsbury C 1 LEGEND - - - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR - - - - APPROXIMATE PROPERTY LINE - - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND 17 CONCRETE MONUMENT FOUND - -SS GRAVITY SEWER LINE - -FM FORCE MAIN - - W WATER LINE - -OE OVERHEAD ELECTRIC - -UE UNDERGROUND ELECTRIC - - G GAS LINE -ST STORM DRAINAGE LINE (S) SEWER MANHOLE ® STORM MANHOLE HYDRANT a ® SHUT-OFF • OIL FILL - POWER POLE ® CATCH BASIN rw LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE ivy-wvvwv� EDGE OF BRUSH/WOODS ------ FENCE GRAPHIC SCALE - DRAINAGE SWALE 1 A 20 20 ft. i° n GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain os-built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor sholl repoir/restore oil disturbed areas (on or off the site) as a direct 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 sholl be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinklered, back flow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the site work shall be considered as part of the contract and shall be the Contractor's responsibility. 13, The Contractor shall coordinate all work within City Road R.O.W. with City authorities, and all work within the VAOT R.O.W. with the Vermont Agency of Transportation. All work related to the existing and proposed water services shall be coordinated with the South Burlington Water Department and Champlain Water District. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17. Property line information is approximate and based on existing tax map information. This plan is not a boundary survey and is not intended to be used as one. „ SITE. ENGINEER: I n/f 930 NESTEGG. LLC n/f HOHL, n/f CHASE, J. & K. njf McCLAVGHLIN, PA (RICK & ANNEKE 9 WHITE PL. r t 30 SHELBURNE RD. MOTHY _ 01540-00430 5 WHITE PL > WHITE PL. XI )90-00009 _ - Xn90-00005 X1 T9o-00007 ' �� I, 'pL DE CONDUIT EXPOSED a CIVIL ENGINEERING ASSOCIATES. INC. ,4y„� GRADE G WEST tE, TOMAlI3RBD NE1YIA901IfNBIyifAlS10N. 1T 05109 • �/ 1 IL& w. M..lx w. M.nc ,r. M..M I m x. M..M 1- � . Ir. MN� _ � ,r...,4 50 eoaee+2em swe enaeE4-ten wR9: Iww.P�+tRom V' �c�-. `' GoPrR<°xT ©Yv HI i' McrEL E 11/ a JSO/GAC'a THRESHOLD I w I 1 EL-207.0. ELEC. o CHECKED I 1 t{ JUNCTION e\ 1 SAV UL 1 2 2013 H III CONCRET_ AP ROVED - - - - JSO I �`'� / \�? I APPLICANT: OIL ILL it PAVEMEN, " " City of So. Burlington III. PIZZAGALLI � I / 4 _ �_ _ - - � , v � '� � PROPERTIES ASPHALT Y / LLC xy EI ° MOTEL CURB HREs oLD I �� 346 SHELBURNE RD., 1 EL.=206.9 / O d / SUITE 601 p a MOTEL BURLINGTON (y Pya I �✓ KOFCRETE THREsrIo1D VERMONT05401 d/ , EL.=208.4 n/f FLANAGAN, T n/I HOULIHAN, DANA 24 HADLEY RDI9 TIED & JOYCE, TRUSTEES / I \ 28 HADLEY RD. . X0E50-UOD24 X0750-00028 N V O IL P aL FILL ' I PROJECT: - \ IN -i = ,PLANIER / § PROPOSED _--cot------ i 1 SMART HOSPITALITY, INC. OFFICE 1L Ex. sMH4 a II I RIM-2,0,' SITE 462 SHELBURNE RD. 3 / FF CARPET I / wv. IN (lo^ vc)-an2s' TAX MAP /j154D-00462-C \ EL=206.9 1 HV IN (4" PVC)-2o5.1' f.86 A0. / \ ! Nv NOT (10" VC)-202. H' 2D3 ---- REDEVELOPMENT 1 o I r l ♦ 1 gfoD \ \ \\ ANouT J6 1 II TBM-HYG. PAVEMENT \ III ELEV.=212. 0' _ \\ /2pe_ APPROXIMATE EXISTING CATER TOPVI AND 482 SHELBURNE ROAD Ex. Cet ° / / CABINET \\ \ CURB STOP IN �4 SOUTH BURLINGTON RIM - a - _ _ 0 t225 _ - , 1 T / -@III - RIM-2oT ( )- VERMONT 05403 INV. OUT (e" PVC).201.J' ) S - �� - - - - - .. __ INV. WT (12' PVC 207.e' EX. SMHI "'` 2 DRISCO C T - /� OEJT - OE�T 2" ORI 0 OC/T - - --..- -.. OE/ T ING ATER Al NV. IN (10" VC) 200.9 I / APPRSCRV CE AND CURBwSTOP-rLat/ B a a I( -S- --- _ G - INV.OVT(1.2PVC)='0 II- / APWAnER SERV CE r I \ \O REFIRED 4" C.I. LOW / IRw1.20ee' -60 - i" �'�'--PRESSOR, RF IINF t ,/ INV. IN (le^ aMP)-2030' I •�B w'"�Ory JI Ex DMN2 E%. 1D" VC SEWER AIN � � INV. IN P�205 RIM-204.4' 55 - �+ 19^ ) Z{q.9' S NV N (te' CMP).199J' aEr HADLEY RO„, ' INV. IN (10 PVC).200.1' o �/I �- �� INV. WT (IB" CMP).19eD' SST -I- BT- / Cf-�AD E%. 6" AC W{.IEN MAIN - AND GL'NB STOP -\- VJi 1 / yyywwypp� E%. Ce2 - -ST- - -1 - _ _ x 8 .� _ ST �,. W WA TEk MAIN .lu \\V•\i, '�891 RIM.204.2' a INV. IN (10• 111 200.7' / / ISTING CONCRETE SD -WALK - I� \vr TCl INV. OUT (e" RVC)IIIMO6' / / 120' 2 DRS� -G �,;. -ION E% EMH3 -_ -- eoerto ex _ --� y - * - - - - F m. - RIM 2043' _ _ - INV. IN (12" VC)-2012' / - -/` _ r-- TMBER PLANTER ) A' Got - AP) \p I PRO%SLATE INv. ouT (12"RVC).2o12' °�/ AHEAD SPEED i// `"l ------- - -� \ // I �\\n rA-xlsnN EDHOrwAYTFR r71 EX. 083 I� auMP 9 V II I I APPROXIMATE S Q.. I3 [, R 1,1 N CIO N I RIM-204,J' / '"RV. (:E AND INV. OUT Is" HOPE).201.6' t / 1 25, / \ \ F I / coN TO „cy Tor PA1SMART HOSPITALITY, INC.id y I I 1 / 462 SHELBURNE RD. - - TAX MAP //1540-00462-C SD t.83 Ac. PAVLMLN I GLEANDDT HOUSE LOCATION MAP THRESHOLD T^ = 2000 EL.=212.5 1 OIL FILL �\ n� DATE C.CCEEG REV.LA.POOL m 1 GRASS LAI -. .. CONCRE'E 1 I l 1 i rnvEMENr aXt� S� rc _ MOTEL Y9 1 4 \\ 8 THRESHOLD EL.=210.0 GA AGE. IIv \ N \ - " �� LF CONC. ry_N - \ \ ,.•...rM \ � - - cn ,9. ,IM4e I _may_ - \ SHED -_ t140 a F-�� ,-IW EXISTING *F I. 1.it..1 \ , 1 m,wa I,-� Xo75D e �_n z a RES.4 CONDITIONS <� q ----- f17B' yMR% wr. M. T' SITE PLAN �I #n/f DIEMER PROPERTIES LLC BACON 5T. >I DDRD-00012 12 r/f 20 BACON STREET LLC 1 20 BACON ST 'I XOODD-00020 n/f DIENER PROPERTIES. LLC IXD090 OOD14 I DATE DRA111NG NUMRER MAR. 20, 2013 II I.O 11= 20' PROS. NO. 12197 SITE ENGINEER: LEGEND ! j All ------336--- EXISTING CONTOUR I F\ 336 PROPOSED CONTOUR I NEW "' NOT ENTER' SIGNS I SNOW I END OF NEW 8' I APPROXIMATE SETBACK LINE STORAGE HIGH CEDAR CIVIL E11GIIiEEUNG ASSOCIATES. ING APPROXIMATE PROPERTY LINE REPAIR SIDEWALK, I (2 T7P•) I ROADWAY AND AREA I FENCE tOMVdRELD I�WlNE, d0111NBUe.N61CY4 V<D61a9 - CURBING AS 1 eeeeer-esm Pwr ezeeeEaTn "'� W'zO"'12OP'" NECESSARY TO I - - f125� _ _ _ L _0 ±50' O IRON PIN FOUND REMOVE EXISTING I I 10' SIDE coeru Nr ©zR - CURB CUTS (TYP.) I a I ... YARD SETBACK .........................................PRARN ,ISO C CONCRETE MONUMENT FOUND ' - - - - - - - / AC EXTEND NEW Iz• . . , --- SS GRAVITY SEWER LINE CURBING TO ' �, IaIRe NEW UNDER q Ca ALL PARKING SPACES FM FORCE MAIN ASSOCIATED NTH THE I EX. SIDEWALK I CUT OUTDRAI (TYP. I � 16 �' / /, 1 NORTH PARKING A EA I SAV PROPOSED 12' , - - (HATCHED AREAS) TO W WATER LINE NORTH ONLY I - 1L BE CONSTRUCTED APPnovxo I % WITH PERVIOUS EXIT LANE I �� ��� i/ % PAVEMENT(TYP.)DSO OE OVERHEAD ELECTRIC -- PROPOSED UE UNDERGROUND ELECTRIC BRICK SCREEN I I t C I APPLICANT - NEW fI NEW 20' POLE WALL W/ 4" I �� -i%� MOUNTED LED LIGHT - - G GAS LINE PRECAST CAP - CURB CUTS TO Q /i - : : FIXTURES (8 TYP. FOR I N - . �I PIZZAGALLI -ST STORM DRAINAGE LINE NEW DRAIE INSTALLED OEW DR NORTH PARKING LOT 35 PBOTH SIDES 4C PSERF SEWER MANHOLE MEDIANS (4 TYP.) UNDER DRAIN PROPERTIES ® 50' H£LBURNE NEW CATCH (TYP 10' SIDE LLC ® STORM MANHOLE � I Imo- RD. SETBAYARD CK I BASIN (TYP.) , - SETBACK I; Ix HYDRANT a TzvP4 • i+ 346 SHELBURNE RD., ® SHUT-OFF O •' - - I- SUITE 601 -_ IN sr sr r sr - nlEw O NEW 6' R 3 15' MIN. PEEo BURLINGTON PVC UND�pR DRAIN NEW 15' HOPE DUMP • OIL FILL I ++� E BUFFER aHEAo VERMONT 05401 POWER POLE IT( COLLECTION LINE DRAINAGE LINES ' ! " INIyy I y WITH CLE.�N OUTS ® CATCH BASIN GI I• NEW 8' HIGH rT1NEw - --- - CEDAR FENCE ye PROJECT: o-o LIGHT POLE I I 3 Q �9' TYR. t I' ! \ T SIGN / _ - -' IS' : I: k 2 MH` PROPOSED SITE ^ DECIDUOUS TREE i ' TYR. --- --- INV. IN (10" vc)-2029 CONIFEROUS TREE REPAIR SIDEWALK, I - -� - - _ - _ _ Jj INv IN (s• vvc)-2os.' ROADWAY AND aT (10' vc)-202.e' 1 REDEVELOPMENT ,v wv-rvwv� EDGE OF BRUSH/WOODS CURBING AS i ry I T NEW T N7DE tj AND TA PINGSLEEVE EO BE NECESSARY TO I Ijl 16• TYP LANDSCAPED, I II ---•- FENCE REMOVE EXISTING I I _ ems► CURBED es�► 30' HADLEY RD. q NEW BENCH TIED IN 0 EX. WATER MAIN. GRAPHIC SCALE CURB CUTS (TYP.) MEDIANS SETBACK APPROXIMATE EXISTING REPAIR EWALK, ROADWAY - DRAINAGE SWALE ( a 1�� CURBRSTOPwCF AND AND CURBI G AS NECESSARY. 462 SHELBURNE ROAD EX. CED T. _ `� REMOVE CURB STOP EX all SOUTH BURLINGTON RIM-2o3.s' _ _ AND CAP UNE (TYP.) INV. OU (12• PVC)-20a.e' VERMONT 05403 Kim INv. out (e' PVC)-201.3' s - - - - __ _ - �� =- _ 3225 - ( IN FNF.T) EX. SMHI - -- - 1 Iacb = 2a fL -" 2' 0?ISLO _ _ G _ c OE/T - - C - 0 21a7UB DE/'. RIM-204.1'-aj-ORISGC - a ZONING REQUIREMENTS INV. IN (to- VC)-200.9- APR.-'E rXISnNa WATER - - - - INV. IN ryz' Pvc)=zoo.9' sERmcE ANO cuss STOP j �� - ANDPOSED CONCRETE DEWALK CROSSWALK�TO BE CENTERED DRANEWINAGE i ICU BNNGNTO p REnRPIII-, RF LNE yr NV. IN (Ie' Cull INv. OUT (1z2 Vc) 2003' I REMOVE CURB STOP \ \ E%. DMH2 Ex. Ia' vc scwER MaN _�AND�LINE(TYP,, ON EXI NG SPEED TABLE MANHOLE PROPERTY LINE INvN O2' Pvc -xOa.J Zoning District - C1/R15 RIM-201r -r-ss -�ssIe'�c) .e'SReauired Existina Proposed Nv. N (Ie' cwP).199.T EXISTING OVERHEAA wn�cw sERVIcc "P INV. N (I - Pvt)-2oo.I' LINES TO BE RELOCATEHADLEY ROA¢ AND CURB So Minimum Lot Size (sf) - 40,000 d:73,557 d:73,557 INV. OUT (ISO- aMP)-18e.9' +� C� - w E%. 6" AC WATEF MAN _ - �9®-_ _G� _6 Maximum Building Coverage (X) - 40 ±26.6 ±14.5 ST - - - -ST _,..._�___ _ ...,I - - -w �nrER MniN I 1J Maximum Lot Coverage (X) - 70 f69.5 d:70.0 RIM-xoiz ---. ..Xi mum Frontage Coverage Shelburne Rd. - INv. N po' PVC)-2oa7' 9 9 (� 30 d:37.9" d:57.4• NV. OUT (e' PVO).2aae' 'f. �13 _ z4 g1Rs y I; _ `a 1 I PRo.x:cT _ _ _ _ ON, J ocnnoN s Maximum Frontage Coverage Hadley Rd. (X) - 30 ±19.5^ ±10 EX $MN3 - - - - - - - - - -- - r Minimum Front Yard Setback Shelburne Rd. (ft) - 50 f19.5" d:10• RN-2o43 .g. ^`I i1- +tea^ ST Minimum Front Yard Setback Hadley Rd. (ft) - 30 f23.6^ d:8• INV. IN (12- VW-2o1.z' - ' i LANDSCA ED, `� APPRoxIMAx INV. OUT (12" PVC) .2012- _ SPEE �• , - ExS ZINC '1'W' Minimum Side Yard Setback ft - 10 dt4.9^ ±10 CURBED EDIA REOucER n s ( ) NEW INV. N (e' PVC}101. z' I SPEED - '., NEw LIMB BUMP Maximum Building Height (it) - 35 (flat) ±25 ±42• EX CO3 BUMPS �` EXIST. PROPOSED APPRoxIMnrE GBURLINGTON I` EXIST. 3O' HADLEY RD. t� ¢ sE NCE NOR '' U. alu-2aa.3' AHEAD _ EW 4' E, WA G " STOR� N \�' D.I `/� Notes: INV. OUT (e' HOPE)-201.6' t- I ' _. NEW B CUR ING OR EARS \ I CURD STOP R - 9 9q NEW 12' BUILDING 1' MIN. REPAIR SIDE �� S Y - 30IX / NEW 4'BIKE t DKI. W R - 1' B EAK N Y - - -- _-- - -- Represents existing non -conforming dimension. N 6 SDR S..PVC SEWER SERVICE TO DRAINAGE I • - Represents proposed non-conformingdimension for which a waiver is beingrequested. BE TIED INTO EX SM COPE=1/4`-f1FR_ Ei N4LK AS NECESSARY, . CONNECTION TMp MOUNTED METAL RELOCATE POWER 24' TYP. PROPOSED 4' BRICK = TRIP CALCULATIONS PARKING CALCULATIONS HALIDE LIGHT I POLE, SPAN GUY PROPOSED ±10,560 SF SCREEN WALLS W/ LOCATION MAP FIXTURES (3 rYPJ I I I L ANO. ANCHOR POLE /� rO NEW 5' CONCRETE 4' PRECAST CAP T• = 2OOIr COMMERCIAL NEW SIDE LK MA N CURBING. .�. (WEST SIDE OFg' Determined from ITE Trip Generation Monuol Proposed GFA = 31,280 sf NEW 5' CONCRETE p, Ri 7) 1a.5' NORTH. w16-�P CURBI G TO BE USH TYP.ilk - All values represent PM Peak Hours Trip Ends Pro peed Parkin Spaces 117 spgcea SIDEWALK TO BE r \ COORDINATE WITH OFFICE BUILDING WITH 2^"x1z' 3 ALONG HANDICAP SPAC S. 1 TYPI d NEW P P 9 * III- cexcxxa RERISIos Existing Conditions - Allocation = 3.7 s aces 1,000 sf GFA TIED INTO EXISTING LOCAL SERVICE 18' BENCH P / SHELBURNE RD. I THREE FLOORS I LUC 210 (Single Family Detached House) = 1 Handicap Parking Requirem sits = PROVIDER. __ P4' vz+iu LUC 320 (Motel) = 19 101-150 spaces = 4 std. + 1 van SIDEWALK I TOTAL GFA 31280 SF 1TYPlo' SIDE , -NEW CONCRETE _ -F . Total PM Peak Hour Trips Ends = 20 STEPS AND • 8 Tw'� !_ �! YARD G� ,cI soul w,se c Proposed Conditions - NEW ELECTRICAL AND I I HANDRAILS FFE=209.J NEW 10' I I SETBA - -- COMMUNICATIONS I CONCRETENEV;. .� CK - LUC 710 (General Office Building) 47 SERVICES. I 20' OLEIE OU D O P I d .I g0' SIDEWALK AT „r. DOU LE S D D LI T Proposed Increase In PM Peak Hour Trips Ends - COORDINATE WITH I I SHELBURNE RD. - ENTRANCE G FIXTURES (2 TIP. FOR NEW 2' BOLLARD LED N 47 trips - 20 trips 27 LOCAL SERVICE SETBACK SOUTH PARKING LOT PROVIDERS. REPAIR - -- - ) LIGHT FIXTURES (3 TYR.) SIDEWALK AS UE IT - NECESSARY. uo NECESSARY. a NEW CATCH t140 sT UNDEREW SDR DRAIN PERF. ; NEW 8' HIGH -- - --_-- DESIGN FLOW SUMMARY NEW GAS SERVICE. I d CEDAR COORDINATE WITH _� END OF NEW B' HIGH FENCING JJJJ) - - - - l PRIVACY LOCAL SERVICE I I I i BASIN (TYP.) END FLUSH CURBING * I �1 _ t 9 FENDS OF PROPOSED PROVIDER. REPAIR 1 - Existing Water Demand - Existing Sewer Flow - SIDEWALK AS I - I 10' SIDE NEW NECESSARY. NOTES: CONDITIONS ` O A I D I T I O A I C� O Existing Motel with 40 units - Existing Motel with 40 units - I 1. ALL EXISTING ON -SITE UTILITIES AND FENCING NOT YARD'S SIDE K . FENCE C I V I V S & - 33 units O 1 bed unit O 50 d bed - 1,650 d - 33 unite O 1 bed unit O 50 INCORPORATED INTO THE FINAL DESIGN SHALL BE r UTILITIES / gpd/bed / god / gpd/bed = 1,650 gpd ni REMOVED OR ABANDONED IN CONJUNCTION WITH LOCAL T t178 - 7 sifts O 2 beds/silt c 50 gpd/bed = 700 gpd - 7 units ni 2 beds/unit o 5r credit (20 -4 gpd SERVICE PROVIDER OR STATE REQUIREMENTS. Existing Single Family Residence - - Less municipal connection credit (20X) _ -470 gpd I PROPOSED PERMEABLE - 3 bedrooms O 150 gpd/bedroom - 450 and - Subtotal = 1,880 gpd 1 2. ALL PROPOSED WORK ON THE SIDEWALK FRONTING US PROPOSED PAVER WALKING PATH SITE PLAN Subtotal = 2,800 gpd Existing Single Family Residence -I 7 AND THE US 7 ITSELF IS IN THE CITY OF BURLINGTON DUMPSTER AND BENCHES - Less low flow credit (10%) _ god - 1 unit with municipal connection = 210 pod AND WOULD NEED APPROVAL AND APPLICABLE PERMITS. ENCLOSURE Total Existing Water Demand = 2,520 gpd-280 WITH Total Existing Sewer Flow = 2,090 gpd I COORDINATE ALL WORK IN ROW THE CITY OF SNOW BURLINGTON AND VTRANS. STORAGE AREA Proposed Water Demand - Proposed Sewer Flow - 1 3. ALL PROPOSED WORK WITHIN THE HADLEY ROAD ROW END OF NEW FENCE MAR. 20, 2013 Proposed 31,260 sf general office building - Proposed 31,280 sf general office building - WI WALL REQUIRE A ROW PERMIT FROM SOUTH BURLINGTON PUBLIC WORKS. All water line and related worn to be - Est. 125 workers O 15 gpd/worker = 1,875 gpd - Est. 125 workers O 15 gpd/worker = 1,875 gpd performed in accordance with the Champlain NEW 8' HIGH H0A1'E ^ w w Less low flow credit (10%) _ -187.5 and - Less municipal connection credit (20X) = -375 god 4. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE Water District Specifications for the I CEDAR PRIVACY 1° = 2Q' IV -I -I Total Proposed Water Demand = 1.687.5 gpd Total Proposed Sewer Flow = 1,500 gpd PAINT. ALL DURABLE PAVEMENT MARKINGS SHALL BE, Installation of Water Imes and Appurtenonces, FENCE TYPE I TAPE, FROM THE VERMONT AGENCY OF henceforth the "CWD Specification'. TRANSPORTATION'S APPROVED PRODUCT UST. 12197 i SITE ENGINEER: LEGEND NEW DMH1 - - -336- - - - EXISTING CONTOUR I RIM-203.5 (MATCH EX. GRADE) NEW CB1 I 336 PROPOSED CONTOUR INV. IN (EX. 18' CMP)-MATCH EX. INV. RIM-203.a INV. IN (NEW 15' HDPE)-197.4 INV. IN (15- IHDPE)=199.2 I CIVIL ENGINEERING ASSOCIATES INC. INV. IN NEW 6- SDR)-197.81 INV. OUT (1 HDPE =199.1 1DWABFIRD VE1YlM[ SO(1)HBI11XPpT(XI NOSID3 - - - - APPROXIMATE PROPERTY LINE t/i a, INV. OUi (EX. 18' CMP)-MATCH EX. INV. �• )0t, APPROXIMATE SETBACK LINE r ~ / _ - f125'_ _wz� _ _ y t50C O IRON PIN FOUND ' I / _ 205 _ - �oerxlc _ - \ DaARn n CONCRETE MONUMENT FOUND =- JSO/GAC EXTEND NEW- k / a 2os.a . / a \\ �o>,\I ALL PARKING SPACES - -SS GRAVITY SEWER LINE CURBING TO : of / \ NEW C82 2os. ASSOCIATED WITH THE cxsc%sD EX. SIDEWALK i 1 1 me'e ,� �� RIM-203.8 NORTH PARKING AREA I SAv - -FM FORCE MAIN INV. OUT (15- HDPE)-200., HATCHED AREAS TO 2D5. $ C.O.-zoz. C.o.-202.0 .o.-zozo ( ) - W WATER LINE I s - -- c.or BE CONSTRUCTED APPROVEn '0 j 2 ?D?P 112 vnTH PERvlous JSO -OE OVERHEAD ELECTRIC PAVEMENT (TYP.) 1 \? APPLICANT: -UE UNDERGROUND ELECTRIC ( I er°S I 1 - - G GAS LINE 8j/ 0 \ 3 20 41 f P/ZZAGALLI -ST STORM DRAINAGE LINE �� I I y I' t I I PROPERTIES ® SEWER MANHOLE L I II IT. CONCRETE _ _ _ _ _ _ _ _ _ ,T _-9oz-APROpr _ II �+ ® STORM MANHOLE by p I (1 - - NEW 4' SpR LL Li F4 1 1 35 PVC PIFp.F. N )V HYDRANT p txj I -20A5� UNDER''MN - 1 - l0 346 SHELBURNE RD., ® SHUT-OFF r i / ao.-19e.e sT a -1 o.-loos T c.o.- C.D.�zm.2 (sT) 20�: SUITE 601 dC1 I NEW 6' SDR 35 _ / G0' 2 BURLINGTON • OIL FILL > ( 1 PVC UNDER DRAM ) ( VERMONT 05401 `./ �--I J COLLECTION LINE NEW 15' HOPE / a, POWER POLE I / WITH CLEAN 0 1 DRAINAGE LINES 1 I I ® CATCH BASIN �-o LIGHT POLE c-. ?t _ _ • r2o.l i•C.l`. 4 SIGN - - -coz- - - - - - I 0 2' WIDE CURB CUTS 20 1 1 1 S)T L CURE` PROPOSED TO BE INSTALLED ON 1 DECIDUOUS TREE � � I ES Of( MEDIAN 1 SITE # CONIFEROUS TREE �` I °?5 \ 1 / \ _ 2D2.A S ) 205. REDEVELOPMENT rvvvrrvwo. v� EDGE OF BRUSH/WOODS ! I - c.-zoz.o e.o.=2ozo o. \ u-2oz.D o.-2oz.o \ C.O.-2 o2. z. � i \ NEW END LINE\ I) -o o- FENCE I ry 1 \� CLEANOUT (12 \TYP 1 1 - DRAINAGE SWALE GRAPHIC SCALE = I / zo5.� 1Op�6 I EXTEND NEW Y o� CURBING TO 462 SHELBURNE ROAD E. 091 �• / / 201 I PROPERTY UNE [R% a49• SOUTH BURLINGTON WT (e• Pam) iou' \) a _ - - a -_ _ - - Nv. wT 02' PVC)-205.e' VERMONT 05403 C 1 ego 3225' / - _ t : 2ozr 1 fnch - 20 n _________________________ _ __ �-___NEW CB(6J + \) ( h \ Jleri.zoe.e' - -roz- - - - - - - - - I �LOT•� RIM-207.6' M ITCH EX. GRADE ,- YY INV. IN (19' cMP)-zo3.o' E%. DNx2 ( ) INV. IN tY PVC)-N15.3' 9Auu:ro.' R..2NA' I �" / INV. IN EX. 18, CMP-t201.9' MATCH EX. INY. / INV. WT IW CIAP)-2o2.9' INV. N(19�CNP).199J'�f HADLEY��ROAD INV. IN (NEW 1 HDPE;-202.2 COVERAGE CALCULATIONS V \\\�T{ / j INVOUT(EX. ' CMP-3201.8' (MATCINV DIET (Ir CNP)-19e.9' 5T-E%. CO2r _ __- Total Lot Size 73,572 sf Rnl-2o4.2' r_� _*......... MV. IN (lo• PVC)-20D.T / � _ "I ?�: . iW CT i wv. OUT (e'PVC)-200.e' 1 I \'�ocnnoN _ _ - - --- Total Existing Impervious = 51,132 sf (69.5R) � -` R 20� 208 �` I _ sr _ Toto TotDl Pof sed Pervious Pavement = 51L665s sf(70.0 ) / // � i--' - ///- - 209 -fit` N8 HDPE /) / ?OB /END CURB NG Proposed Coverage( I _ _ __ - _t.. jII' Ditp il.r n� Totol Pro osed Im pervious 39,835 sf 54.1% E%. cx3 rff NEW 5' CONCRETE I O ; (O. 111/ L\1 �I IV �r T�� lv ROOF DRAINS Y I SIDEWALK NTH / Nv. OUT (V MDPE)-201.e' / I 4 r - d TOBE FLUSH HANDICAP SPADES. END UD RIM-2OU 8' FLUSH INV. 0 T (12- HDPE)-203.0' / I / CURBING RIM-207.8' I NEW CONCRETE ? I c \ STEPS AND , PROPOSED ±10,560 SF ; °9 NEW CB3 l PADRAINADRAIN LOCATION MAP HANDRAILS 8 N r=200D COMMERCIAL INV IN (F PVC E) 402 NEW 5' CONCRETE /L z 3 IN IN (12- HQ E) 02.6 10 _ _ _ _ _ I'e7 IN IN (h 5' HD¢E) 02.8 h d SIDEWALK TO BE / OFFICE BUILDING WITH TIED INTO EXISTING 15-- DPE - nAn ccmSHELBURNE RD.THREE FLOORS 7SIDEWALK TOTAL GFA = ±31,280 SF FFE=209.,V INSTALL CURB1I STOPS AT ALL HANDICAP PARKING 12'X15' BERMS WITH 3:1-- v N \ SPACES (5 7YPJ In HDPE WYE SLOPES (TYP.). SEE - 208 208 R - 09 -` � CONNEGTON LANDSCAPING PLANS. 7 T ST BUD UD 1q h S -6ox _ - _ _ �208 1 _ _ 209 -z o.-zoz. t140 _ o _ _ _ C.0..2052 @ F� 1y ry�0 1 1 Ri! IME2077..4' ENO FLUSH ` Y PROPOSED INV. OUT (12' HDPE)-204.7' CL%11fNG +II \ O 4� 1 NOTE: ALL EXISTING ON -SITE GRADING � _ - -� - _ � UTILITIES NOT INCORPORATED INTO -- 3178 _ SITE PLAN THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED IN GRADE AREA 1 CONJUNCTION WITH LOCAL SERVICE TO DRAIN PROVIDER OR STATE REQUIREMENTS. NEW CBS I RIM-208.2' INV. OUT (15- HDPE)-203.6' I NrE DINRmc nuueex MAR. 20, 2013 9TAI� 1"=20' PR n 12197 LEGEND - - - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O IRON PIN FOUND 1= CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE -- - OE OVERHEAD ELECTRIC -- UE UNDERGROUND ELECTRIC — — G — —ST GAS LINE STORM DRAINAGE LINE f \ / © SEWER MANHOLE Ir ® STORM MANHOLE HYDRANT ® SHUT-OFF L? • OIL FILL n, POWER POLE ® CATCH BASIN ❑-o LIGHT POLE SIGN DECIDUOUS TREE ' CONIFEROUS TREE �^r'v'vwYrv� EDGE OF BRUSH/WOODS —o—o FENCE GRAPHIC SCALE �- DRAINAGE SWALE I IN FF.EI' ) 1 i_h = 20 ft. LIGHTING CONTOUR LEGEND — — — — — A = 5.0 0 fc - - - - - - - - - B = 2.00 fc _____ ____ C = 1.00 k D=0.50k E - DAD fc LIGHTING CALCULATIONS DXF file created by EitePro 2.030 on 5/22/2013 12:31:09 PM 10101 �Ite 13bZ.13X3151.44t1 I tal -Ite �400 S.0 U.a3 7.6L U.UU N A N A ouch a in lot 1.4 4.4 0 1 .6 lNorth PorKing LOT 11014 15.00 11.64 13.67 10.64 1 5.69 12.54 Ell SYM­I'N i KIM SIT' TING CB24-10LED-35K (1) 8T1 CB24-10LED-3500K 1696 24' Ground/ None 0.85 3 P3 6 KIM ,)-IGHTNG ALT3P35-96L4K-N (1 PT3 ALT3P35-96L4K-12O-NF0 7768 20' Square/ 36' Reveai 0.85 4 P5 ® KI JIGHJING ALT5P35-96L4K (1� JPALT5P35-96L4K-120 8922 20' Square/ 36' Reveal 0.85 8 144 i PHILIPS GARDCO 101WT60CMPE (1) G 101-WT-60CMPE 6900 12' Woll/ None 0.85 3 I i SITE ENGINEER: NEW 20' POLE UTI LE MOUNTED F, TYPE 5 DISTRIBUTION LED LIGHT FIXTURES (P5-4 TYR. FOR NORTH PARKING LOT) I E. CIVIL UMNEaaNG ASSOCW s 1W_ t0YV8:HDM8YUlE 9001NBINlY9RY( IT 06101 +t�5 `� I ealMBr ISVI' 10lMFlYff wtr ww.aMtaan r - — - - - - *50' -I DRAWN JSO s /GAC ,"�■ ` cxaC P II Xea D APPeOYBa SAV ' III----- - - f NEW 20' POLE ( "1�) ��21 _ i��) (1 _ ,f 11� 1 MOUNTED TYPE 3 J$O ' - - DISTRIBUTION LED Ic - - -- -- - - --- A. ' LIGHT FIXTURES I ( \^� APPLICANT: _ - _- O I NORTH PARKING LOT) p I P3 - P5 -- PS % �� P3{ g , I I PIZZAGALLI , i PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 71 *; G BURLINGTON _- - __ _ z o- / -- - - --- -- I—— \ \ 4 1x P I VERMONT 05401 t I 3 P5 \ PS _ / P3 _ i _ PROJECT: I — I PROPOSED SITE p REDEVELOPMENT - E "eeeeo'- o- 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 1225' wx,0}px F - F HADLEY ROAD MLr xP - --- - f2,2 R LocnnoN j r % - So BURLINGTON Fr NEW 12' BUILDING MOUNTED p �* WIDE THROW DISTRIBUTIONi- /-Dk, METAL HALIDE LIGHT WW {� 6 �k FIXTURES (WW-3 TYP.) 10 l PROPOSED ±10,560 SF �( f — g LOCATION MAP COMMERCIAL` J = 2000 / ww OFFICE BUILDING WITH ` 11>� �� b 7 - I ,' ! cneceeo nevsloN THREE FLOORS kl 1 f, P,1 f� fe P5 I TOTAL GFA = ±31,280 SF Ps B j r - Ps d, x Lry FFE=209.5+1 D I - I, ° F it I V� i t = l J -- -- -- t14o- ,'. - - - PROPOSED LIGHTING - E. SITE PLAN E � NEW 20' POLE MOUNTED I � TYPE 5 DISTRIBUTION I NEW 2' LED LIGHT FIXTURES BOLLARD LED n.Te xePlrvr. vl rxrx (P5-4 TYR. FOR SOUTH LIGHT FIXTURES PARKING LOT) (B1-3 TYP) MAR. 20, 2013 I I 1"=20' C1.3 I I PR01. e0. 12197 LEGEND --- - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE 0 IRON PIN FOUND C CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — C GAS LINE — —Si STORM DRAINAGE LINE \ ® SEWER MANHOLE Ir G STORM MANHOLE HYDRANT U ® SHUT-OFF • OIL FILL ra, POWER POLE ® CATCH BASIN rro LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE ry-,,,, m EDGE OF BRUSH/WOODS —o—c FENCE GRAPHIC SCALE — - DRAINAGE SWALE IN iR.ET ) .. I ;N - 20 ft. EROSION CONTROL LEGEND —•—•-- SILT FENCE — c 0 CONSTRUCT FENCE O INLET PROTECTION 0 STONE CHECK DAM A L DISTURBED GRASS AREAS I T( STABIUZED WITH 4" MIN. ---INSTALL 50 STONE CONSTRUCTION TQyIP SOIL, GRASS SEED AND MCH NO MAINTAINED LA ENTRANCE PRIOR TO CONSTRUCTION. MAINTAIN UNTIL UNTIL PERMANENT VEGETATION ISi ESTABLISHED (TYP.). / PROJECT COMPLETION I / t 35 f i - l JOCKPILE. 1 -EXISTING TREE TO BE ��� x�. TEMPORARY TOPSOIL KEEP PORTIONS MULCHED THAT ARE NOT IN USE WITHIN 7 REMOVED _ DAYS. INSTALL AND MAINTAIN SILT FENCE AROUND IMETER. 10 '2 �� �O� 12 P I 205 20 �l 7EMPOR Y I TOPSOIL STOCKPILE _ - - - _ _ _ _ - _ _ -�z f INSTALLON ON ' ' ALL ING BASINS DUn UNTIL sr sr — L sr - M PERMTANNENTIOVEGETATIO HAS BEEN ESTABUSHE (TYP.). II — — *I N - U4� o - INSTALL 50' STONE CO ENTRANCE PRIOR TO CONSTRUCTION. MAINTAI STRUCTION UN71L 20 g 20 0 PROJECT COMPLETION ( TYP.). 1 I \ � �I I / TREE TO OBE �► \ 1 I INSTALL CONSTRUCTION i I REMOVE R _ 7.0� I I I FENCE AROUND PERIMETER OF BOTH LOTS PRIOR TO CONSTRUCTION. MAINTAIN UNTIL PROJECT COMPLETION. — — *225' INSTALL SILT FENCE— AROUND /------------------------- � �— PERMTER OF BOTH LOTS — -� - — — — — t— — -ss- 7ROAD PRIOR TO �.!s HADLEY CONSTRUCTION. I o / / MAINTAIN UNTIL sr — — -5r — _1 — — — PERMANENT ✓^ r____________ SI—___��u-_i _ _______--------- , s. VEGETATION HAS BEEN ESTABLISHED. ' �I - �- - - - - - - __ / - --- _ _ - _I-_-- - ------- MUIR_ I '3-i -e0z- -- _ _ 208 209 R� / r / PROPOSED ±10,560SF COMMERCIAL OFFICE BUILDING WITH THREE FLOORS _ TOTAL GFA = ±31,280 SF FFE=209.5 ! -EXISTING TREES TO BE REMOVED —208 l ---- `J--- Si $ 5 ±140 _- INSTALL STONE CHECKS DAMS �� NI 'iAd DURING CONSTRUCTION. MAINTAIN HI UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED (TYP.). ALL DISTURBED GRASS AREAS TO STABILIZED WITH 4" MIN. TOP SOIL, GRASS SEED AND MULCH AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED (TYP.). V / 11 1 / 11w I - UD UD —UP, — I TEMPO12ARV 1 TOPSOIL 1 9 STD"PIL� - TEMF CRAP O SOIL TOC PILE. °t J KEE PO TIO MUL NED AT ARE NOT NUS WIT IN 7 EXISTING 9 DAYS. INSTAL AND MAINTAIN TREE T BE SILT FENCE ARO D PERIMETER. REMOVED UD UD EXISTING TREES C TO BE REMOVED SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES INC. 10Al00:1111D VEWLVE, 806IMIRRJNOTM VI OM eoPeeFa� swc ewes,-nn w.v .wrarw.oam covrR.cNr © xo - nRAm JSO/GAC CHECKED SAV APPROVED JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 I � ,es — Im - PROJECT ,,So. BURLINGTON LOCATION MAP = 2000 DA,Y ceeceEO RensloN .n.nz Js0 �NZRk R�wwa„, '-)ul O `J PROPOSED �ZO " _ EROSION 777M717E CONTROL EXISTING TREES TO BE SITE PLAN REMOVED I I naTr. n.. n,, w awn MAR. 20. 2013 1E` 20' "� C 1.4 I I " = PROI. NO. 12197 30" WOOD POST CONSTRUCTION FENCE DETAIL NTS POST FILTER FABRIC TO BE MIRAFl IOOX OR APPROVFD EOLIAL im POST 36 M SPACING META 2 x 4 WOOD 2. `v L POST 10' 24' MIN , FILTEk FABRIC TO BE CLIPPED, BAWLLED AND TAMPED B" LOW GRADE STEEL OR W000 STAKES SVC CHART AT RIGHT 1. INSTALL MIRIFI ENVIIROFENCCEE,E OR APPROVED EQUAL OR AS DETAILED HEREIN. �E 2 TO CON TOURSF ASCPOSSIBLE. THIS MCLUDESRRLLCFILLEDLOR SLOPES OTECTEDRSLOPES CREATED DURING CONSTRUCTION NOT NECESSARILY REFLECTED ON THE FINAL PLANS ACCIUIMUI.AIEF ENDS O HALF ME HTIGHT UPINTO 1THE fCIJCELO SILT rrNCES IMENT BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS QF FILIEH CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6 FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. POSTS - '. SET POSTS AND EXCAVATE A 4"XS" ANGLE 10' TRENCH, SET POST UPSLOPE FOR DOWNSLOPE. STABILITY AND 'FILE CLEANING DO' T 12" MIN. 6•I _- 3. ATTACH FILTER FABRIC TO THE 'WIRE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH, 2. STAPLE THE WIRE MESH FENCING TO WIRE POSTS. FENCING 1 4. STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTED BACKFILL SILT FENCE CONSTRUCTION DETAIL N!S DIVERSION RIDCE REQUIRED WHERE GRADE EXCEEDS 27 2�RFAILR ROADWAY `FILTER FABRIC SECTION A — A \ NOTE: / SANDBAGS OR SPILLWAY USE SANDBAGS CONTINUOUS BERM OF OR OTHER APPROVED METHODS COUIVALCNT HEIGHT TO CHANNELIZE RUNOFF TO \ BASIN AS REQUIRED. SUPPLY WATER TO WASH WHFFLS IF NECESSARY I � I J rye FLAW A A- - L -A 12' AGGREGATE 12' MIN I MIN. B" THICK ' I LUIMERS.1 RIDGE PLAN NOTES'. 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAI WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. [HIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILI7ED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N.T.S. TEMPORARY SEEDING h MULCH OR NETTING SILT FENCE OR INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. EXISTING GROUND i 1 2" �� — EROSION CONTROL MATTING IN DITCHES TOPSOIL w/PROFILE GRADES EXCEEDING 37 BUT LESS THAN 5%. STAPLE AS PER ',told JFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. WOODEN OR METAL STAKE' PLACED AROUN'; CATCH BASIN 000000 000000 a00000 aaa000 oa0000 PLAN 16" MIN. I CROSS—SECTi� N INLET_ PROTECTION DETAIL N.T.S. WOODEN OR METAL STAKES PLACED AROUND CATCH BASIN FILTER FABRIC SECURELY FASTENED TO STAKES OVERLAP JOINTS TO THE NEXT STAKE FILTER FABRIC MIRAFl 50OX OR APPROVED EQUIVALENT GROUND BURY FABRIC 12" MIN. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (IN./IN.) OF ROCK 0.35 0,30 0.25 0.20 015 0.10 (IN MAXIMUM WATER BDEPTHI OOVER 1R40CK (ION.) 6 12 14 16 20 26 _ _._140, END POINTS "A" MUST BE HIGHER 0.35 IN OR FLATTER THAN THE FLOW LINE POINT 3 IN, MIN. FLOW LINE SLOPE COURSE ROCK A %cou 24 IN. MAXIMUM T18INMINIMUM DEPTH OFRSE DIFFERENCE ROCK SET IN ROCK PLACED IN CHANNEL 4 IN. MINIMUM TRENCH FLOW LINE IS 6 IN. SIDE MEW FRONT VIEW PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND - ELEVATION OF THE HPSIRFAM ti RUUTIIRE STONE CHECK DAM STRUCTURE N.T.S. SITE ENGINEER: r.- CIVIL EHUMEMM ASSOCIATES. It1G 10111INWELDVIEWLAIE, SOUMBLRLWYM VTDH00 OMF21N RA1C @!lldYFf 1wG' wvarKm'n DRAWN JSO/GAC c E.. SAV APPE- JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 fir•. il, ,I. ;I 18.-'.'� 'E IT PROJECT' LOCATION -J" .. .. 7' So. BURLINGTON gN L LOCATION MAP i' = 2000 EPSC DETAILS RATE RRA- VOYRKR MAR. 20, 2013 RCAIE AS SHOWN C2. O PRRl. N0. 12197 3 1/2" BITUMINOUS CONCRETE PAVEMENT: 1-1/4" TYPE IV FINISH COURSE 2-1/4" TYPE II BASE COURSE 6FINE CRUSHED STONE - ACT SPEC 7D4.05. 11' COAIL CRUSHED STONE - AOI T'EC 104. D5 ~— COMPACTED SUBCRADE - STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL STANDARD PARKING LOT SECTION N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT 8" PERMEABLE PAVEMENT: -4 - 4" POROUS ASPHALT -4" CHOKER COURSE (3/4") 12" 31N1 RUN GRAVEL 4" PERFORATED RVC UNDERDRAIN (SEE SITE 3" OF 3/6" PEA GRAVEL PLAN FOR LOCATION) 4" OF 3/4" CRUSHED STONE COMPACTED �SUBGRADE STABILIZATION FABRIC MIRAFI 600X OR APPROVED EQUAL TYPICAL PERMEABLE PAVEMENT SECTION N.T.S. 1/2" R. " 1/4' R. TOP OF CURB (SEE PLAN Base COURSE BITUMINOUS ���� FOR TYPE OF CURB) END TRANSITION CONCRETE PAVEMENT - BEGIN TRANSITION SLOPE T- - SLOPE z�FACE OF __ 18 6.. CURB �1/2" FINE CRUSHED STONE COARSE CRUSHED STONE 9'� E" FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. NOTES: 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE. CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SEE LIGHTING FIXTURE SPONGE RUBBER OR CORK), TABLE FOR LIGHTING CURB DETAIL SPECIFICATIONS N.T.S. NON-TAPFRED SQUARE TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/2" R. BASE COURSE BITUMINOUS CONCRETE PAVEMENT FINE CRUSHED STONE COARSE CRUSHED STONE TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH NOTES: 1 Compaction of bockfill and bedding shall be a minimum of 90% (95% under roadway surfaces) 01 maximum dry density determined in the standard proctor test (ASTM D698). APPROVED BACKFILL 2. Bedding material shall not be placed on frozen z THOROUGHLY COMPACTED IN subgrads. 8" LIFTS > 0 3. Approved bockfill shall not contain any stones so 2" OF RIGID INSULATION TO more than 6" in largest dimension, 2" maximum BE INSTALLED WHEREVER diameter within 2' of the outside of the pipe, or any - IJ MINIMUM COVER CANNOT BE frozen, or organic material. D 2 MAINTAINED & ALSO APPROVED BY THE ENGINEER 4. Trenaree shall be c n tel dewotered o 1pe y prior to plocing of pipe bedding material and kept dewatered during installation of pipe and backfill. / PIPE 6 / 5. In trenches with unstable materials, trench bottom shall first be stabilized by placement of - THOROUGHLY COMPACTED filter fabric then crushed store (3/4" maximum). BEDDING MATERIAL --- --- - 6. The sides of trenches 4' or are in depth entered 6' by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. UNDISTURBED SOIL OR ROCK 7 Bedding material shall consist of crushed stone or gravel with maximum size of 3/4". Submit a sample to the Engineer for approval. TYPICAL STORM TRENCH DETAIL N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK 8" THICK WHERE SIDEWALK CROSSES il— PROPOSED COMMERCIAL DRIVEWAYS I_EBARON 24" x 24" C.I. GRATE & HIGH STRENGTH NON -SHRINK FRAME (OR APPROVED EQUAL) k GROUT I_.__ f 6 12" GRAVEL SUBBASE / CONCRETE CURB SET FRAME ON FULL 6' L MORTAR BED BITUMINOUS CONCRETE UNDISTURBED SOIL OR APPROVED PAVEMENT (1/4"/FT. SLOPE NOTES: COMPACTED GRANULAR FILL MIN.) I. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR APPROVED BITUMINOUS TYPE). f' 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL HE DIVIDED AT INTERVALS OF 5' BY DUMMY JOIN f-�, TYPICAL SIDEWALK DETAIL ALUMINIUM POLE PRECAST CONCRETE - CONCRETE DARK BRONZE FINISH w/MONOLITHIC BASE SIDEWALK ANCHOR BOLTS & HAND HOLE 1/COVER o w TEMPLATE LIGHT POLE SUPPLIER 5 WATERTIGh'T JOINT USING 1 MIN. WIDTH FLEXBLE GASKET SEAL EXTERIOR GROUND WIRE w.0 JOINTS AND LIFT HOLES 6" TO POLE I II w/NON SHRINK GROUT) NO -ES: T CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3, ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB AT SIDEWALK DETAIL FINISH GRADE IV `'' I SURFACET c o II II FINE CRUSHED I J- STONE g3g/4" CONDUIT FOR -- WIRE BAREPER ROUNDr L _ I, -T SCH 80 PVC FROM POLE TO POLE w/ RATE GROUND in (4) #5 VERTICAL --' +-- WERE 3/4" 10' COPPER �� GALVANIZED STEEL TO WELD GROUND ROD _ _f I-1g" PVC CONDUIT CONNECT BOND TO CONDUIT, #3 TIES 0 12" O.C. BASE & POLE NOTE: POLE BASE HEIGHT TO BE 4" FOR ALL LIGHT POLE BASES LOCATED BEHIND CURBING AND 36" FOR ALL REMAINING LIGHT POLE BASES. POLE LIGHT DETAIL N.T.S. PAVEMENT EX. BIT. PAVEMENT (BOTH SIDES) FINE G3JSHEC GHAViL �I `, JARSE ,RUs-tED STONE E7:. LPN,1 SE STABILIZATION FABRIC 3/4" WASHED STONE RO H IDFS MIRAFI 50OX OR 12" APPROVED EQUAL MIN. 4" PERFORATED SDR 35 PVC ` SEE PLANS FOR .. FILTER FABRIC INVERT ELEVATION MIRAFI 140NS OR APPROVED EQUAL 2" MIN. J L 1DE FOR UNRDRAIN + SLOPE ALL PIPE -0 DRAIN 0 ,% MIN. TYPICAL UNDERDRAIN SECTION N.T.S. 24 x 24INSTALL PRECAST CONCRETE RISER, ADJUST TO GRADE 45" 0 CAST -IN -PLACE FLEXIBLE MH SLEEVES (TYP. FOR ALL DRAINAGE STRUCTURES) HOPE OR I SDR 35 PVC DRAINAGE PIPE ]TI MP 6" MIN. CRUSHED GRAVEL I *PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN @ CURB N.T.S. SMOOTH CUT EXIST. BIT. ALL JOINTS SHALL BE 1VEMENT PRIOR TO PAVING THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT I —MATCH EX. PAVEMENT PRIOR TO PAVING (MIN. 1 -/2" TYPE IV 2 1/2" TYPE II) I NOTES: NEW BIT. CONIC. PAVEMENT 1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE- WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W. MATCH FX. SF 1 $" MIN. (:RUSHED (18..CRUSHED 2. MAINTENANCE AND PROTECTION DF TRAFFIC DURING GRAVEL) WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL OF _ UNIFORM TRAFFIC CONTROL DEVICES. THE - CONTRACTOR SHALL NOT WORK WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE. 3. ALL BACKFILL SHALL BE MADE IN SIX (6") LIFTS D + 2' TRENCH AND COMPACTCD TO NOT LESS THAN 95% EXCAVATION MIN.1 ( SEE _ YPICAL MAXIMUM DRY DENSITY ACCORDING 10 ASTM TRENCH DETAIL D698. 4. REPLACE EXISTING ROAD STRIPING AS NECESSARY. REPLACEMENT OF EXISTINGPAVEMENT N.T.S. 12'-b" (PAVED AREA P Posy PLAN 1/2"GALV. CARRIAGE BOLTS OR 3/4"E4 !/2" LONG GALV. LAG BOLTS r SCREEN BOARD 2"x6" P.T. GIRTS 1 OR OTHER MATERIAL (TYP.) T. SH�D SECTION DETAIL CONCRETE FILL AROUND POST L--J B070M OF L__J E L POST 6-0" O.C. OR LESS 6'-0" O.C. OR LESS ELEVATION DUMPSTER ENCLOSURE N.T.S. SITE ENGINEER: 41k_ A� CIVIL ENGINEERING ASSOCIATES, INC. 10AWSHELCOWW'I4K SOM&NIL111WIM VT WM ea0a0tE.ra� NLC eaaODEnn xn wEw.artaam © z DRAFN JSO/GAC CHECKED SAV APPROVED JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 tI ,5i --N� So d0l&INGTON LOCATION MAP _ 7" = 2000 SITE DETAILS DATE D—ING NUMBER MAR. 20, 2013 RCALE AS SHOWN C2. 1 Prew. No. 12197 I SEAL DOGHOUSE OPENING TOPSOIL. RAKE, I EFFECTIVE BEARING AREA WITH CONCRETE OR MORTAR-FXISTING PIPE SEED & MULCH BURIED GATE VALVE MIN MUM ONE GTH OF PIPE TO FORM A WATERTIGHT A UNPAVED. PAVED WITH CONCRETE OPENING SUPPORT VALVE & ANCHOR,y.-�{}{yp7�� FORM CHANNEL WITH MANHOLE _ -��1�� _ 2'-0" MIN. RADIUS I MANHOLE WALL NEW PIPE WALL � � -- THRUST BLOCK /� PLw- B B a7 SLOPE S_OPE 3 UNDISTURBED SOILS ~` UNDISTURBED SOIL K APPROVED BACKFILL l / VALVE/DEAD CND NOTE: PLACE S MIL (MIN.) RF^I --FR ") J THOROUGHLY COMPACTED TS IN 8" LIFTS POLYETHYLENE SHEET U V BETWEEN ALL CLa.SONCRETE VO MAX. Z Z THROBAND/OR BFITTINGS ATO PIPE , S, OPF MANHOLE - RIGID INSULATION AS MANHOLE- PREVENT BOND. OPENING REQUIRED. USE 1" OF OPENING CONSTRUCT NEW _I INSULATION FOR EVERY ABOVE CONSTRUCT ABOVE CONCRETE INVERT ' ,a is L+7' FOOT DEPTH OF PIPING , SUPPORT EXISTING _-- ON EXISTING SHELF GUT TOP HALF Of I PIPE WITH L IS LESS THAN REQUIRED PIPE OFF I CONCRETE BLOCK -'I A � _ L - / -NEW WATER/SEWER LINE PI,AN �`�. THRUST BLOCK —� 6' i ��- UNDISTURBED SOIL _ THOROUGHLY COMPACTED UNDISTURBED SOIL OR 45' 22 1/2' D/7�- SAND REDOING III '. -,II GRADE TEE OR 11 1/4' BEND NTB. PLANMINIMUM AREA OF REAPING SURFACE OF CONC. THRUST BLOCKS SEAL DOGHOUSE OPEN WI'I CONCRETE OR MORTAR TO FORM A It WATERTIGHT OPENING EXISTING PIPE \� CUT TOP HALF OF PIPE OFF INTERIOR SECTION A -A CAST IN PLACE FLEXIBLE MH- SLEEVES OR APPROVED EQUAL (TYP. ALL PIPES) NEW PIPE SUPPORT EXISTING - PIPE WITH CONCRETE BLOCK CO PSI IE SHELF AND IN AND INVERT CONCRETE FILL TO HIGHEST 1" RISE VI CROWN OF PIPE INTERIOR SECTION B-B FINISH ;BADE z \ o \ w I \\ w I ` Z4" \ oU f \ Uw 48" mw I 1 ET FINISH GRADE. -SET FRAME ON FULL MORTAR BED & SEAL JOINT -----12" CONCRETE RISERS FOR ADJUSTMENT POLYPROPYLENE MANHOLE WATER C STEPS ® 8" C.C. SEWER L WATERTIGHT JOINTS USING (MASTIC OR RUBBER GASKET MINIMU BETWEI COAT EXTERIOR OF ENTIRE PIPES �M ANHOLE WTH A WATERTIGHT SEALANT (2 COATS) WATER C /PRECAST "DOG HOUSE" SEWER L OPENING CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL UNDISTURBED SOIL OR ROCK NOTES: 1. Compaction of backfill and beading shall be o minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). 2. Bedding material shall not be placed on frozen subgrade. 3. Approved backfill shall not contain any stones more than 6" In largest dimension 2" maximum diameter within 2' of the outside of line p;pe, or contain any frozen, wet, or organic material. 4. Trenches shall be completely dewatered prior to placing of Pipe bedding material and kept dewatered during installation of pipe and backfill. 5. In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). 5. The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding malerol Shall consist of %" crushed stare Submit sample to the Engineer for approval. 8. Ductile iron water main pipe shall be sleeved (not wrapped) in polyethylene. All below grade appurtenances shall be wrapped in polycthylene.. TYPICAL WATER/SEWER TRENCH DETAIL N I <. CONCRETE INFILL UNDISTURBED - SOIL OR ROCK CRUSHED EXTERIOR ELEVATION STONE BEDDING NO Es: 1. DOGHOUSE OPEN NO MAY ONLY D� USED WHEN PLACING A MANHOLE OVER AN EXISTING LINE, OPEKING IN PRECAST UNITS ARE TO BE 2" MINIMUM TO B" MAXIMUM LARGER THAN THE OUTSIDE DIAMETER OF THE EXISTING PIPE. 2. POUR A SHELF TO LOWER HALF OF THE EXISTING PIPE, CUT AND REMOVE THE TOP HALF OF THE EXISTING PIPE TO APHIN S" of THE MANHOLE WALLS AFTER THE INVERT AND SHELF NAVE BEEN FORMED AND THE MH HAS BEEN FULLY TESTED. 3. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 4. INTERIOR JOINTS SHALL NOT BE GROUTED. 4 IF DEPTH OF MANHOLE IS I' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP SHOULD BE SUBSTTUTED FOR THE CONE SECTION. DRAINAGE MANHOLE "DOGHOUSE" INSTALLATION N.TS fCOWA NSTRUCT NEW EXISTINGONCRETE INVERT SEWER MAIN ONEXISTING SHF CORE MANHOLE AND USE PSX PRESS SEAL GASKET APPROVED EQUAL)FORTERTIGHT CONSTRUCTION I,' PROPOSED 6" SIDE 35 SEWER CONNECTION NORMAL FI OW EXISTING CONCRETE DEPTH SHELF AND INVERT ELEVATION CONNECTION TO EXISTING SEWER MANHOLE zQ TE THRUST BLOCK DETERMINED BY SOIL CONDITIONS) NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. WHEN EVER POSSIBLE, INSTALL THE SEWER MAIN BELOW THE WATER TO MINIMIZE THE CHANCE FOR CONTAMINATION. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. 5. MAINTAIN 10' MINIMUM SEPARATION (HORIZONTAL) BETWEEN THE SEWER LINE AND WATER LINE. WATER/SEWER CROSSING DETAIL N.T.S. Ll ADJUSTABLE IRON VALVE BOX WITH COVER MARKED "WATER" TAPPING SLEEVE TAPPING VALVE EXISTING - MECH. JOMT WITH WATER "MEGA -LUG" RETAINER MAIN GLAND OR APPROVED EQUAL 3/4" CORPORATION IN FIRST LENGTH OF PIPE FOR TESTING 0 o NEW 6 D.I. PIPE ° o 4 MIL POLYETHYLENE 3/4" CRUSHED STONE BETWEEN FITTINGS AND BEDDING (MIN. 12" THICK) CONCRETE NOTES: 1. TAPPING SLEEVES AND VALVES ON CAD TRANSMISSION MAINS ARE TO MEET THE MOST RECENT CHAMPLAIN WATER DISTRICT "STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES". ALL OTHER TAPPING SLEEVES AND VALVES ARE TO MEET APPROPRIATE DISTRIBUTION SYSTEM SPECIFICATIONS. 2. WET TAPS SHALL BE PREFORMED BY PRE -APPROVED FIRMS ONLY, 3. ALL FITTINGS THAT ARE TO HAVE CONCRETE POURED AROUND THEM ARE TO BE WRAPPED WITH 4 mil. POLYETHYLEN-- PRIOR TO CONCRETE PLACEMENT. TAPPING SLEEVE & VALVE DETAIL N.T.S. '®®®®®®®' MMM ®' ®' ®'m®®'SEME �" m®mmmmwmmm� SPRINKLER MAIN TO BUI LL`I NG DISTRIBUTION, SEE MECHANICAL DRAWINGS FLOW SWITCH TO FIRE ALARM PANEL ELECTRIC FLOW SWITCH WIRED TO ALARM BELL TEST COCK (TYP.) DOMESTIC WATER DISTRIBUTION, SEE PLUMBING DRAWINGS BY SITE CONTRACTOR (4) 1/2" THREADED RODS THRUST BLOCK DETAILS N.T.S. CHECK VALVE 'BACK FLOW PREVENTION WITH BALL TILL ,SHALL BE PROVIDED IN ACCORDANCE WITH AWWA V14. SEE MECHANICAL. PLANS FOR FURTHER DETAIL. H _WET PIPE ALARM VALVE INSTALL i' ABOVE FF —MAIN SYSTEM/TEST DRAIN PIPED TO OUTDOORS 4" STORZ FIRE DEPARTMENT CONNECTION VERTICAL DOUBLE CHECK BACKFLOW PREVENTER. AMES COLT C200 OSY 4"0 WITH OS & Y GATE VALVES & TAMPER SWITCHES (OR APPROVED EQUAL) SLEEVE & SEAL WATERTIGHT SITE ENGINEER: f A CIVIL ENGINEERING ASSOCIATES, INC. 1011140FIRLDVlE1 L#A 901/l/IBI,11ILAiTM VrouW !Ol /048�1 !AC IOAtlF41T1 MWOr r1Fw.orxcaoln D� ROT, Q z JSO/GAC CNECEED SAV APPROVED JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: ROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 At"deLni,imnN J I J` ..... . lo� DSo. RURLING ON '- r. LOCATION MAP 1' = 2000' F6" WATER SERVICE BY SITE CONTRACTOR Dare cxecESD RevlsLory COORDINATE WITH FOUNDATION CONTRACTOR 1/21/13 AND PROVIDE THREADED v,zna =ED PER an or s. sa ROD THRUST RESTRAINTS AT FOUNDATION WALL PENETRATIONS THRUST BLOCK SLEEVE & SEAL FOUNDATION'' WALL PENETRATION 4" EVE GAP SPRINKLER BACKFLOW PREVENTION DETAIL GRA FINISH GRADE N.T.S. 4" SDR 35 PVC ROTATE WYE TO BUILDING SEWER TO MANHOLE 4" PVC FLOW 95' ELBOW ,. -... TYPICAL CLEAN OUT DETAIL N.T.S. All woter line and related work to be Performed in accordance with the Champlain Water District Specltic.U.PUS for the Installation of Water lines and Appurtenances,' henceforth the "CWD Specification". SITE DETAILS DATE DRAIINC NUMBER MAR. 20, 2013 scare AS SHOWN C2.2 PROD. No. 12197 2" THICK TIFF III AS SHOWN ON PLANS 2-C o - - I WHITE THERMOPLASTIC CROSSWALK DETAIL - _-- N.T.S. EXAMPLE I: SIDEWALK ADJACENT TO CURB LEVEL LANDING W/ DETECTABLE WARNING - RAMP 8.3% MAX. A I CURB , 124" MIN. EXAMPLE 2 : SIDEWALK AND CURB SEPARATED BY GRASS STRIP DETECTABLE WARNING CURB RAMP B SIDEWALK A I GRASS 8.3% } STRIP MAX. CURB SIDEWAI RAMP SINGLE WALK -STRAIGHT APPROACH TO PARALLEL RAMP. v B DIAN CURB 6" MIN. 6" MIN. ;TALL 2' WIDE RECESS RAMP 8" MAX. 8" MAX. RB-CUT WITH TRANSITION CURB RAMP RB AT CATCH BASIN CATIONS 24" LEVEL CL:o o GENERAL RAMP NOTES: MIN, LANDING SUURUWAY FACE 24"ROADWAY W SURFACE 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE ADHERED TO IN THE DESIGN AND THE CONSTRUCTION OF SIDEWALK 5.0% MAX. -- _ 5.0% MAX. RAMPS . WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP 8.3% MAX. ADJACENT ADJACENT (5% OR GREATER) GRADES, RAMP GRADES WILL BE AS FLAT AS POSSIBLE. TO RAMP 8.3% MAX. TO RAMP ( ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS DETECTABLE WARNING DETECTABLE WARNING SHALL SLOPE TOWARDS DRIVE OR SIDE STREET 0 2% ) SECTION A -A SECTION B-B 2. NOMINAL RAMP DIMENSIONS: RAMP WIDTH - 5'-0" MINIMUM RAMP SLOPE - 8.3% MAXIMUM CURB TRANSITION FLARE SLOPE - 10% MAXIMUM RAMP CROSS SLOPE - 2.0% MAXIMUM TYPICAL HANDICAP RAMP - TYPE 1 7'-0" MIN. 3. A LEVEL LANDING (NO GREATER THAN 2.0% SLOPE IN ANY N.T.S. DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALK RAMPS TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS. �JRB-CUT DETAIL N.T.S. EXAMPLE I: PAIRED RAMPS AT CORNER. X� I SIDEWALK 24" CURB 6" MIN. 4'-0" MIN. 8" MAX. SIDEWALK CURB RAMP RAMP PLANTER OR OTHER NDN- 4'-0" MIN. DETECTABLE ROADWAY PERPENDICULAR SVERSABLE OBSTACLE ! " ARNING SURFACE I I I RAMP IN RBAN SETTING U WIDE - , SIDEWALK 2.0% MAX. 8W B MAX O % MAX. i DETECTABLE ADJACENT TO c WARNING RAMP SECTION A -A B - X CURB RAMP RAMP CURB TRANSITION CURB TRANSITION FLARE DETECTABLE CURB RAMP (TYP) 7'-0" MIN. 7'-0" MIN. � WARNING CURB In% MAX. SECTION B-B SECTION C-C EXAMPLE 2: SINGLE RAMP ON CORNER RADIUS. 4: C L CURB CURB RAMP W/ DETECTABLE WARNING EXAMPLE 3: RAMP ON TANGENT SECTION U 4' X 4' LANDING MAX - 2% CROSS SLOPE IN ANY DIRECTION SEE NOTE 4 I I C /24- Ri TYPICAL HANDICAP RAMP - TYPE 2 4'-0" MIN. 8.33% 2.0% l III o C I II DETECTABLE 60i WARNING CURB SECTION C-C 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS. BROOM FINISH ADJACENT SURFACES FULL WIDTH (TYP,) OF RAMP i 6" MIN. 8" MAX. 24" ° 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) AT TOPS AND BOTTOMS OF RAMPS AND FLARES. DETECTABLE WARNING TO RAMPS NOT BE UNLESS 6THE RR MAP ABUTS AN AREASWHIICH WILL NOTLBE USED BYILT PEDESTRIANS, DETAILS 7. NO VERTICAL "LIP" OR "CURB REVEAL" WALL BE PROVIDED WHERE THE RAMP ADJOINS THE ROADWAY. B. AT MARKED CROSSWALKS, THE FULL WIDTH OF THE RAMP OR LANDING DETECTABLE WARNING PLACEMENT DIRECTION OF SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS, TRAVEL 9. WHERE POSSIBLE, RAMP FLARES SHOULD BE LOCATED 50% MINIMUM TO SQUARE PATTERN, PARALLEL ALIGNMENT OUTSIDE THE DIRECT LINE OF TRAVEL MOST LIKELY TO BE FOLLOWED 65% MAXIMUM OF BASE DIAMETER 1 , BY THE VISUALLY IMPAIRED. 10. SIGNS, POLES, PLANTERS, MAILBOXES, ETC. SHALL NOT BE LOCATED _ ADJACENT SURFACE j r_i_ WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMPS. OF RAMP / LEVELLANDING (SEE0.2" O O4 DETECTABLE 11. WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE USERS MUST CROSS DROP INLET GRATES, MANHOLE COVERS OR OTHER 1.6 MIN. p.g" WARNING NOTE a 5) F MIN. 2.4" MAX ACCESS LIDS. IF THIS CANNOT BE AVOIDED THEN GRATE DESIGN AND 1.4" MAX. PLACEMENT SHALL CONFORM TO ADA REQUIREMENTS. DETECTABLE WARNING DETAILS ��IYJr �(IYJr 0.65" MIN. � 12. CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE BASE TO FLOW OF WATER PAST THE SIDEWALK RAMP, DETECTABLE WARNING NOTES: BASE SPACING 13. WHEREVER FEASIBLE, TWO SIDEWALK PAMPS ARE RECOMMENDED IN 1. DETECTABLE WARNING SURFACES SHALL BE PAID FOR PREFERENCE TO A SINGLE RAMP. AS SPECIFIED IN THE CONTRACT. 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL 14. JOINTS WILL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT SIDEWALK HAVE A BROOM FINISH. SPECIFICATIONS, HOWEVER EXPANSION JOINTS WITHIN THE SIDEWALK 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS. 15. SIDEWALKS THAT ARE LESS THAN 5 WIDE REQUIRE 5' WIDE BY 5' LONG 4. TRUNCATED DOMES SHALL BE ALIGNED ON A SQUARE GRID PASSING AREAS (NO GREATER THAN 2.0% CROSS SLOPE) AT INTERVALS IN THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL, NOT TO EXCEED 200 FEET. 5. FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25° VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 16. E.O.P. =EDGE OF PAVEMENT 0.25" AND 0.50", A BEVEL WITH A MAXIMUM 1:2 SLOPE IS REQUIRED. CHANGES IN LEVEL GREATER THAN 0.50" MUST BE TREATED AS A RAMP - 17. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY 8.3% MAXIMUM SLOPE. NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS 6. SEE THE CITY OF BURLINGTON FOR A LIST OF ACCEPTABLE DETECTABLE AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. WARNINGS MANUFACTURERS FOR ANY WARNINGS TO BE INSTALLED DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET WITHIN THE PUBLIC RIGHT-OF-WAY. TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND DETECTABLE WARNING DETAILS WHEN RALLYON NEW COSTRUCTIO ROJE TSUS�REQURED BYT]THEBLE AMERICANS NTHDISABILLITIES N.T.S. ACT ACCESSIBILITY GUIDELINES. SITE ENGINEER: -71 F�' CIVIL INGINEERING ASSOCIATES, INC. IOMMA IDMFWLANE SWIW&FILOGMIR VT06M OtlfY FAX' !D?lOLw9f M' •Ara�stonn OMAN ACL cx1- SAV -ROVED PBS APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 ROJEOT Jo w cnnory C3 s So. BURLIlv(;T0N LOCATION MAP _. _.r=20V SITE DETAILS JULY 11, 2013 AS SHOWN C2.3 -.1. NA. 12197 1 I 9-HF 2-A( I I I I I 6•FT PRIVACY ,:ET I 6-HP I. 2-AC PLANT LIST KEY BOTANICAL NAME COMMON NAME CQTY. SIZE REMARKS TREES: AC Amelanchier canadensis Shadblow Serviceberry 22 M, B&B, Full, Mulli-Stem 0 -' - _ _125• I 12'A 1 3•PT I AG QR Amelanchier grandiflora'Robin Hill' Serviceberry 2 2.5-3" Cal. B&B, Full Quercus rubrum Red Oak 8 3-3.5" Cal. B&B, 6' Branching Ht. (MI 462 SHELBURNE ROAD South Burlington, Vermont ,o' Sl _ t5 tas I SR Syringe reticulate Japanese Tree Lilac 4 2.5-3" Cal. 686, 6' Branching Ht. (Min.) - qRD SEtBq 52• TC Tilia cordata'Greenspire' Lllfleleaf Linden 14 3-3.5" Cal. B&B, 6' Branching Ht. (Min.) -�• UA Ulmus americans 'Princeton' Princeton American Elm 3 3-3.5" Cal. BBB, 6' Branching Ht. (Min.) 95-PD "'_ -` SHRUBS: CS Corpus sericea'Isanfl' Red Twig Dogwood 28 24-30" Wide B&B, Plant 60" o.c. BRICK SCREEN WALL 70 I 4-TC HA Hydrangea arborescens'Annabelle' Annabelle Hydrangea 13 24-30" Wide C.G,. Plant 36' o.c. PLANTED WI BOSTON IVY I 72 4-TG 7-SB 1 HP PT Hydrangea paniculata'GrandiFlora Compacts' Pee Gee Hydrangea 58 24-30" Wide C.G., Plant 48' o.c. Potentilla fruticosa'Mango Tango' Mango Tango Poten811a 41 24-30" Wide C.G., Plant 36" o.c. I 7_C 72 o SB Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 53 24-30" Wide C.G., Plant 36' o.c. I 2-T� (� -� 7 G -� i �, '- �J I VINES: 131 R H U R C H $ T R E E 1 BUR C,H U R OH, 5T I I I I _ --- __--- n PD Parthenocissus tricuspidata Boston Ivy 130 3" Pots C.G., Plant 36" ox (along wall) TR! 802A62.0098 Www. SEGROUP.COM NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 5-PT 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. - 50• StELeuRNE RD. SETBADK4. `'r '. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS AND LAWN DETAIL. 1YARDE REFER TO DRAWING LA-101 FOR PLANT MATERIAL INSTALLATION DETAILS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED I SETBACK WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN PLANTING DETAILS AND SOIL PREPARATION SPECIFICATION. ____ d tl -- 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED T-� p� 4_PT BY THE CITY OF SOUTH BURLINGTON'S CITY ARBORIST AND PROJECT LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. _�— EXISTING I I I I STREET TREES I 7-0S _._._. 9 - p 7-0 q_Hp I PIZZAGALLI PROPERTIES 2-AD I Developer 4-HP I I I 346 Shetbume Road Suite 601 -- �_ r ( r I I - Burtington, Vr 05401 802880.6800 BRICK SCREEN WALL 3-UA ly -_ —_ — jr� i „� 1 I I PLANTED WI BOSTON I 30' HADLEY RD. SETBACK "- BENCH 6-FOOT C I, 4 HP 1 2-AC EXISTING I225' 5-PT STREETTREE � -rp�/ VJ X 1 ( BRICK SCFF�EN WALL m PLANTED WYBOSTON IVYa_SR ='-",) ' 7-AG t�'y / '" r D L E Y 1-AG I- ' - co BRICK SCREEN WALL _ _ - BENCH 6-FOOT PLANTED WI BOSTON IVY GRAPHIC SCALE 1 y20• C I - 30-PD i1 PROPOSED PATH - _ z720 -� North T /V — — W HADLEY RD. SEIBACK I —� — , . ��• _ Scale: 1.. 1. O _ $ 5 PD 3-AC Dale: 05.23.13 _ 4-HA I _ _ �__� D.— By: MA EXISTING �' STREET TR I PROPOSED t10,560 SF COMMERCIAL' OFFICE .-- — --. _ 5--BA _ _ 10-HP --/ f o Checked By' MNW BUILDING THREE 20-SB 8-SB I TOTAL GFq -ITH FLOORS l j ' I I ReNsiooa: - t37,280 SF - 1 i 4'//' FFE=209.5' I so• SHELBURNE RD. ---al PT SETBACK -6 5 2-AC 6-FT PRIVACY 1 i4 S 1 1 � � I ,o•sIDE FENCE 1 YARD I 1 . ...._ ":. O P 1 I SETBACK I I a O O Q t140 O O_ •� 1-TC EXISTING TREE I 6-SB I I I Q O a P I TO. REMAIN I I I' 4-PT l 1 1 I 6-HP I EXISTING I EXISTING TREES ,o d 2-AC ~ Ikl j R—..—P"cl,r 07,11.1 STREET TREES I YARDSEiBACK � --- -- 4-HA ' I NOTES FOR EXISTING TREES: f - _ _ � - A • These trees may require some limbing prior to construction. These trees are -- r1r8. _ _ 1 1 I Isa relatively in good shape. I B - These trees are showing signs of decline, the tops are dead or dying and should - LANDSCAPE PLAN I be removed. _ 3-TC C - This tree leans out over the property and will be In conflict with the eventual south /r, I I _ _� _ Sheet N-co, side of the building. This tree will require limbin for construction. Once this tree is limbed, I 9 q 9 I I_ there will not be much remaining and should be removed. BEN 6-FOOT LA-1 00 I I D -These trees are showing signs of decline, the tops are dead or dying and should be removed. They also lean out over the property and will be In conflict with the eventual 1 I south side of the building. ; I Project Number. 06260 Fae: / �— 18U 1 e 180- i ALIGN STAKES PARALLEL W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL \ W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. i B. TREE STAKING IN OPEN SPACES O / 120' 126 3" CALIPER TREES ORLARGER- ALIGN 2 STAKES PARALLEL 120` W/ ROAD OR WALKS O _ 1/ O - EDGE OF WALK OR CURB C. TREE GUYING �C1 TREE STAKING LAYOUT G NO SCALE p-stake.dwg SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON STRAP WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS FASTEN WIRE BELOW POINT OF — MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 21" HARDWOOD STAKES. ALIGN STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND, REFER TO TREE STAKING DETAIL TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE 3 TIMES THE DIAMETER NOTES: 1. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. 2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL UNLESS NOTED OTHERWISE ON THE PLANTING PLAN WHERE TREES ARE BEING PLANTED IN CONTINUOUS PITS. DECIDUOUS TREE TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY. 2" HEMLOCK BARK MULCH REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SPECIFICATIONS 329113 SOIL PREPARATION FINISH GRADE cTREE PLANTING REFER TO NOTE#2 <J SCALE I/4"=l'-O" p-decidtree dwg SURROUNDING SOIL SHOULD NOT EXCEED80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT 12" X 1 1/2" NYLON/COTTON WEAVE — TIES WITH 3/4" GROMMETS 1/8" 7 X 7 STEEL CABLE FASTENED W/ (2) ZINC PLATED CABLE CLAMPS. COVER GUYS W/3' OF 3/8" DIA. SLIP PLASTIC TUBING. TURNBUCKLE, EYE & EYE, ZINC PLATED, 10 5/8" OPEN LENGTH, 3/8" THREAD DIA. INSTALL W/ TURNBUCKLE IN OPEN POSITION. TEMPORARY WATERING BASIN (3) DUCKBILL TYPE ANCHORS BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. UNDISTURBED GRADE: ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE I 18" 3 TIMES THE DIAMETER NOTES: 1. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. 2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL UNLESS NOTED OTHERWISE ON THE PLANTING PLAN WHERE TREES ARE BEING PLANTED IN CONTINUOUS PITS TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERY . SLIGHT ROOT FLARE SHOULD BE EVIDENT 2" BARK MULCH — REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL — BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SPECIFICATIONS 329113 SOIL PREPARATION — FINISH GRADE REFER TO NOTE #2 DEVERGREEN PLANTING .. SCALE 1/4" = V-0" p-evertree.dwg 462 SHELBURNE ROAD South Burlington, Vermont SPACING "D" ROW "A" NUMBER OF PLANTS/SQ.FT. 36" O.C. 31.20" 0.125 30" O.C. 26.00" 0.180 13 24"O.C. 20.78" 0.281 12"O.C. 10.44" 1.125 131CHURC A STREET BURLINGTON, VT 05401 101,O.C. 8.64" 1.660 B" O.C. 6.96" 2.600 TEL: 802.862.0098 T I L: 8 2. 8 6 .0 6" O.C. 5,16" 4.610 om NOTE: 1. PLANT QUANTITIES DETERMINED BY MULTIPLYING AREA (SQ. FT.) BY NUMBER OF PLANTS/SQ. FT. FOR REQUIRED SPACING. 2. CONTINUOUS PLANTING PITS FILLED WITH PLANTING MIX PER THE DEPTH AS NOTED IN THE 329113 SOIL PREPARATION SPECIFICATION IS REQUIRED. ----- PLANT SPACING " °-- PLANT CENTER A ° SEE PLANTING PLAN FOR SPACING AND QUANTITIES SEE PLANTING LIST FOR PLANT SPACING F i SET AT ORIGINAL PLANTING DEPTH PIZZAGALLI PROPERTIES �i Developer FINISH GRADE 346 Shelbume Road -Suite 601 LL MULCH AS SPECIFIED Burlington, VT 05401 BO2S60.6800 CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX AS SPECIFIED SUB GRADE (A,� PERENNIAL PLANTING SCALE: 1/2" = 1'-0" p-perennial.dwg SHRUB PLANTING SCALE: 1/2" = V-0" PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN -ING „D" ROW' 5O.C. 5". 4' O.C. -- S., OC 3t.211 30"0.C. 26.00 t. OUAN— OF SHRUM AND SPACING AS NOTED IN PLANTING SCHEDULE. 2. COMIN WUS PLANTING WS FILLED WITH RANTING MIX PER THE DEPTH AS NOTED IN THE -111 SOIL PREPARATION SPECIFICATION IS REQUIRED FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 329113 SOIL PREPARATION SUB GRADE IN Seale: AS NOTED Date: 05.23.13 Drawn By. MJL CbeckeE By. MKW Revisions: Tore LANDSCAPE DETAILS Sheet Number: LA-101 Project Number: 05—, File: NOII:)n211SN0:) llOJ ION E", C f t s vw N All-— drawings, scecificatipns. computer files, feld date, notes entl other documents entl Instruments prepared by the Consultant as Instruments of service shall remain the .,oce of the Consultant. The Consultant shell retain ell common g 3 4 3 3 m CORNICE COLOR IA7- 05 - TO. PARAPET CORNICE COLORI._.._.......... _.__ _...... .. ... _ C16 ROOFBEARING 13F- ALVMINVM FRAMEWINDOWPAINTED METAL GUARDMIIL llll ACCENT BRICK COL00.3 - — - O.+-THIRD FLOG SOLDIER COVRSE HEADER B0.KKCOLOR2 , I i FIELD BRICK COLOR I 1 ----------- -- — j--�- --- —113- 1 02 SECOND FLOOR AIK ACCENT B0.1CK � I u t _ COL00.3 I - f I- FIRST FLO.R 111K — - — - — - — - _ _ — _ — _ _ - - - - - -1 — - _ . — .. - 00-TO FC)gnNG 95' — West CORNI ECOLORI CORN ICE COLOR 1 ALUMINUM FRAME WINDOW 7 F PAINTED METAL GUARDRAIL -----�` -"- A ACCENT BRICKCOLOE2_/� ....... _—__.____.. ... ..... _...... .._........... ..____.._._ SO L DI It COVRSE H EADER BRICK COLOR -" -"--- - - - t L FIELD BRICK COLOR � ^I - — - _ - _ - _ - - _ - _ - _ _ _ _ — - — - — - — - — -- I 1, 7 L7 I M _.. l _ _... ... - 7 ACCENT BRICK COLOR? 1_1 06 -ROOF BFARING 71 S ! 03-THIRD FLOOR AltN ti v _ _ _ _ _ — — 02=SEC0_ND FLOOR 115 - o OL Z 0 V �G H z 0 V lG 0 0 Z Wiemann Lam here � 1, ARCHITECTS —CORMICE COLOAI � /� — _ C00.NICE COIOPI - — _ — - — - — - — - — - _ - ---�— - - .__-T.O. PARAPET -—141'-4' ....__ 04 - ROOF BEARING '^�^E ALUMINUM FRAME WINDOW - -- �� - --- II -� PAINTED METAL GUARDRAIL ACCENT 6RKK COLOR ] ------------------ SOLDIER COVRTE N EAPER BRICK COLOR I FIELD B0.ICK COl00.1 1 I I 1 . .I. L... ACCENT BRICK-------- CK -- -" 1 COLOR: 02 -SECOND FLOOR_ 13' - 4' Y ff - T_FOOTIN 45' _ O' J s CORNICE[ LORi� - _ - I - _ _ OS - T.O. PARAPET AK CORNICECOLOR1 CS4-ROOF BEARING _- ALUMINUM FRAME WINDOW �� -71 T _,_PAINTED METAL GUARDRAIL L—ACCENT BRICK COLOR r-- FIELD ERICK COIOR 1 02 - SECOND FEOOR I-�fIIT�''' �. .�'IIT�j''' • AC G ENT BRICK —COLOR 2 OI- iIRSTF OR olb — _ — _ _ _ _ _ _ - — _ _ _ — _ - — _ _ - _ _ _ — _ _ _ _ _ --- I_.. _ - — _ 00-TO FOOTWO Wiiernann Lam here ARCHITECTS Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity on Low Risk Sites Under Vermont Construction General Permit 3-9020 Print Form For Department Use Only NOI Number: je'I�NEIWONT+f i ENVIRONMENTAL CONSERVATION Submission of this completed Notice of Intent (NOI) constitutes notice that the entity In Section A intends to be aut orized•t6 discharge pollutants to waters of the State, from the project identified in Section C, under Vermont's Construction General Permit (CGP). Submission of the NOI constitutes notice that the party identified in Section A of this form has read, understands, and meets the eligibility conditions of the CGP; has determined that the project qualifies for coverage as a Low Risk project in conformance with Appendix A of the CGP; agrees to comply with all applicable terms and conditions of the CGP; understands that continued authorization under the CGP is contingent on maintaining eligibility for coverage; and that all applicable practices in the Low Risk Site Handbook for Erosion Prevention and Sediment Control must be implemented and maintained for the duration of construction activities. In order to be granted coverage, all information required on this form must be provided and an application fee of $50 payable to the State of Vermont must be submitted. A. Landowner Information 1 a. Name: PPL 462 Shelburne Road LLC 1 b. Contact (if applicable): Bob Bouchard 2. Mailing Address 346 Shelburne Road, Suite 601 a. Street/P.O. Box: Burlington Vermont 05401 b. City/Town: c. State: d. Zip: 3. Contact Information bob.bouchard@plzzagalliproperties.com a. Phone: (802) 660-6805 b. Fax: c. Email: B. Principal Operator Information (ifknown) 1. Name: 2. Mailing Address a. Street/P.O. Box: b. City/Town: c. State: Vermont d. Zip: 3. Contact Information a. Phone: b. Fax: c. Email: C. Application Preparer Information (if applicable) 1a.Name: Civil Engineering Associates, Inc. 1b. Contact (if applicable): Peter Smiar, P.E. 2. Mailing Address:10 Mansfield View Lane a. Street/P.O. Box: South Burlington Vermont 05403 b. City/Town: c. State: d. Zip: 3. Contact Information psmiar@cea-vt.com a. Phone: (802) 864-2323 x 309 b. Fax: c. Email: See Filing Directions for Low Risk Projects 1 of 4 Farm Wood Jum 2012 D. Project Information 1. Project Name: 462 Shelburne Road Commercial Building 2a. Is this project part of a Common Plan of Development'? ❑ Yes ❑✓ No 2b. If Yes, Name of Development: 3a. Does this project have any previously issued or pending stormwater discharge permits? ❑ Yes ✓ No 3b. If Yes, Prior NOI Number(s): 4. Location Address a. Street: 462 Shelburne Road b. City/Town: South Burlington C. Latitude: 44 0 27 _I3 d. Longitude: 73 12 30 e. County: Chlttenden Z Use DEC's Waterbody Identification (WBID) ArcGIS webpage (click here) to answer questions 5 and 6 below. 5. Name of receiving water(s)2: Englesby Brook 6. Include a topographic location map. 7. Project Type: ❑ Residential ❑✓ Commercial ❑ Industrial ❑ Other: 8. Total Area of Disturbance: 1.9 acres 9. Description of construction activities to be permitted (below): Demolition of existing Motel facility. Construction of 31,280 sf commercial office building with associated parking, site, and utility improvements. Liberty Inn E. Public Notice Requirement You must provide a copy of this complete NOI form to the municipal clerk for posting in the municipality in which the project is located. If the project and the related discharge(s) are located in different municipalities, then the completed NOI must be filed with the municipal clerk in each municipality. The municipal clerk must post the completed NOI. In order to be considered complete, you must inclu th date of posting. Date of Posting at Municipal Office(s): Information for the Municipal Clerk regarding posting nstructions can be found on Page 4 of this NOI. F. Certification Relating to the Accuracy of the Information Submitted I hereby certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I also certify that the applicable practices in The Low Risk Site Handbook for Erosion Prevention and Sediment Control will be implemented for the duration of the project for which this NOI is submitted. Landowner Nam ; P13L 462 Shelburne Road, LLC Title: Authorized Represen tive , Signature:;;�7r�C Date: Principal Operator: Title: (if known) Signature: Date: Application Preparer: Peter Smiar, P.E. Title: g Engineer (if applicable) { y/Signature: -� �L �_._ - �-----r, 1 Date: "Common Plan of Development' Is defined within the CGP 3-9020, Appendix C — Definitions, page A-12 '"Waters of the State" (i.e. receiving water) is defined within the CGP 3-9020, Appendix C — Definitions, page A-16 2of4 For Department Use Only VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION AUTHORIZATION TO DISCHARGE A determination has been made that the proposed construction activities qualify for coverage under General Permit 3-9020 (amended 2008) as a Low Risk project. Subject to the conditions of General Permit 3-9020 (amended 2008) the applicant is hereby authorized to discharge stormwater runoff from a construction site as described in this Notice of Intent Number 713 4 -9020. Dated this 2 7 t h day of January .20 14 David K. Mears, Commissioner Department of Environmental Conservation By: R-4j Ct^--I— M Padraic Monks, Program Manager Stormwater Program Page 3 of 4 PUBLIC COMMENT Public comments concerning this Notice of Intent to discharge under CGP 3-9020 (amended 2008) are Invited and must be submitted within 10 days of receipt of this Notice by the Municipal Clerk. Comments should address how the application complies or does not comply with the terms and conditions of CGP 3-9020 (amended 2008). A letter of Interest should be filed by those persons who elect not to file comments but who wish to be notified If the comment period Is extended or reopened for any reason. All written comments received within the time frame described above will be considered by the Department of Environmental Conservation in its final ruling to grant or deny authorization to discharge under CGP 3-9020 (amended 2008). Send written comments to: Vermont Department of Environmental Conservation Watershed Management Division, Stormwater Program 1 National Life Drive, Main Building Second Floor Montpelier, VT 05620-3522 Please cite the NOl number in any correspondence. APPEALS Renewable Energy Projects — Right to Appeal to Public Service Board If this decision relates to a renewable energy plant for which a certificate of public good is required under 30 V.S.A. §248, any appeal of this decision must be filed with the Vermont Public Service Board pursuant to 10 V.S.A. §8506. This section does not apply to a facility that is subject to 10 V.S.A. §1004 (dams before the Federal Energy Regulatory Commission), 10 V.S.A. §1006 (certification of hydroelectric projects) or 10 V.S.A. Chapter 43 (dams). Any appeal under this section must be filed with the clerk of the Public Service Board within 30 days of the date of this decision. For further information, see the Public Service Board website at http://psb.vormont.gov or call (802) 828-2358. The address for the Public Service Board is 112 State Street Montpelier, Vermont 05620-2701. All Other Projects — Right to Appeal to Environmental Court Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal Is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal In accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available online at www.vermontjudiciary.org or call (802) 828-1660. The address for the Environmental Court Is 2418 Airport Road, Suite 1, Barre, Vermont 05641. A copy of CGP 3-9020 (amended 2008) may be obtained by calling (802) 828-1535; by visiting the Department at the above address between the hours of 7:45 am and 4:30 pm; or by download from the Watershed Management Division's Web site at: www.vtwaterquality.org. INFORMATION FOR MUNICIPAL CLERK 10 V.S.A. Chapter 47 §1263(b) provides for the public notice of an applicant's intent to discharge stormwater runoff associated with construction activity. Please post this notice and instruction sheet in a conspicuous place for 10 days from the date received. If you have any questions, contact the Watershed Management Division of the Department of Environmental Conservation at (802) 828-1535. Submit this form and the $50 fee to: Vermont Department of Environmental Conservation Watershed Management Division, Stormwater Program 1 National Life Drive, Main Building Second Floor Montpelier, VT 05620-3522 Page 4 of 4 �! (, S r.. t Steve Goodkind, P.E. PUBLIC WORKS DIRECTOR May 24, 2013 Robert Bouchard Pizzagalli Properties LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 �v kU1"G r0JV �r AIc woR�y P.O. Box 849 BURLINGTON, VT 05402 (802) 863-9094 P (802) 863-0466 F Re: Sewer Capacity for Change of Use at 462 Shelburne Road (South Burlington) Dear Mr. Bouchard, This letter is to inform you, the State of Vermont Environmental District and other interested parties that the City of Burlington's wastewater facility has sufficient capacity to handle demand associated with a change of use at the above address. Using the latest version of Vermont's Environmental Protection Rules, your engineer has calculated the sewer demand to be 1500 gpd (gals/day). These calculations are provided for reference on the next page. Flow from this area is treated at our Main Wastewater Plant on Lavalley Lane. It is important to note that this letter only addresses treatment plant and not collection system capacities. This letter is good for one (1) year from the date of writing. If this letter is not filed with the proper offices, or if the proper permits are not obtained within that year, you will need to reapply. Any changes in flow estimates or property usage also requires reapplication. Please feel free to call me at 865-7258 if you have any questions. Sincerely, Steve Roy, P.E. Project Engineer shelburne462_cap DESIGN FLOW SUMMARY Existing Water Demand - Existing Motel with 40 units - - 33 units 0 1 bed/unit 0 50 gpd/bed = 1,650 gpd - 7 units 0 2 beds/unit 0 50 gpd/bed = 700 gpd Existing Single Family Residence - - 3 bedrooms 0 150 gpd/bedroom = 450 and Subtotal = 2,800 gpd - Less low flow credit (107.) _ -280 and Total Existing Water Demand = 2,520 gpd Proposed Water Demand - Proposed 31,280 sf general office building - - Est. 125 workers 0 15 gpd/worker = 1,875 gpd - Less low flow credit (107.) _ -187.5 Sod Total Proposed Water Demand = 1,687.5 gpd shelburne462_cap Existing Sewer Flow - Existing Motel with 40 units - - 33 units 0 1 bed/unit 0 50 gpd/bed = 1,650 gpd - 7 units 0 2 beds/unit 0 50 gpd/bed = 700 gpd - Less municipal connection credit (20%) =-470 and - Subtotal = 1,880 gpd Existing Singe Family Residence - - 1 unit with municipal connection = 210 and Total Existing Sewer now = 2,090 gpd Proposed Sewer Flow - Proposed 31,280 sf general office building - - Est. 125 workers 0 15 gpd/worker = 1.875 gpd - Less municipal connection credit (20%) =-375 and Total Proposed Sewer Flow = 1,500 gpd CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: June 28, 2013 sp_13_19_462shelburnerd_pizzagalli_prelim_and _final.doc Application received: May 24, 2013 Pizzagalli Properties LLC 462 SHELBURNE ROAD SKETCH PLAN APPLICATION #SP-13-19 Agenda #7 Meeting Date: Jul 2, 2013 Owner Applicant Smart Hospitality Inc Pizzagalli Properties LLC 576- 92"d Street 346 Shelburne Road Suite 601 Brooklyn, NY 11209 Burlington, VT 05401 Property Information C1 R 15 Zoning District Location Ma s k ' t 7 °c Mt CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD PROJECT DESCRIPTION DEPARTMENT OF PLANNING & ZONING Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary and final plat approval for a planned unit development consisting of: 1) razing three (3) motel buildings, and 2) constructing a 31,280 sq. ft. 3-story general office building with off -site parking, 462 Shelburne Road. COMMENTS City Planner Cathyann LaRose , Administrative Officer Ray Belair and Planner Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on May 24, 2013 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements C1-R15 Zoning District Required Proposed Min. Lot Size 40,000 SF No change Max. Building Coverage 40% 14.5% Max. Overall Coverage 70% 70% w Front Yard Coverage (Shelburne Road) 30% 57.4% w Front Yard Coverage (Hadley Road) 30% 61.4% w Min. Front Setback (Shelburne Road) 50 ft. 10 ft. w Min. Front Setback (Hadley Road) 30 ft. 8 ft � Min. Side Setback 10 ft. 10 ft. Zoning Compliance . Zoning non-compliance. Waiver requested. The proposal is for a commercial building in a commercial zone adjacent to a residential zone. As such, Section 3.06(I) of the South Burlington Land Development Regulations applies: Buffer Strip for Non -Residential Uses Adjacent to Residential District Boundaries. (1) Where a new non-residential use is adjacent to or within fifty (50) feet of the boundary of a residential district, or where an existing non-residential use, structure or parking area that is adjacent to or within fifty (50) feet of the boundary of a residential district is proposed to be expanded, altered or enlarged, the required side or rear setback shall be increased to sixty-five (65) feet. A strip not less than fifteen (15) feet wide within the sixty-five (65) foot setback shall be landscaped with dense evergreens, fencing, and/or other plantings as a screen. New external light fixtures shall not ordinarily be permitted within the fifteen (15) foot wide buffer area. (2) The Development Review Board may permit new or expanded nonresidential CITY OF SOUTH BURLINGTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING uses, structures and/or parking areas, and new external light fixtures, within the setback and/or buffer as set forth in (1) above, and may approve a modification of the width of the required setback and/or landscaped buffer as set forth in (1) above. In doing so the DRB shall find that the proposed lighting, landscaping and/or fencing to be provided adjacent to the boundary of the residential district will provide equivalent screening of the noise, light and visual impacts of the new non-residential use to that which would be provided by the standard setback and buffer requirements in (1) above. However in no case may the required side or rear setback be reduced below the standard requirement for the zoning district in which the non-residential use is located. The proposed building meets the 65 foot setback as prescribed. There are two areas that require the 15 ft. minimum width of screening: the northeast edge of the property that abuts 5 White Place, 7 White Place, 9 White Place and 24 Hadley Road and the southeast edge of the property that abuts 29 Hadley Road. Along the northeast edge the applicant proposes a new 6 ft. high privacy fence and eight new Red Oak trees interspersed with various tree and shrub plantings. Along the southeast edge the applicant proposes a 30-40 ft. wide landscaped area bisected by a meandering path along with plantings of shrubs and trees, three 6 ft. benches, three bollard LED light fixtures and a 6 ft. privacy fence. With regards to lighting of the parking lot on the north side of Hadley Road, six 20 ft. pole mounted ( P54 type) lights are located in the interior of the lot. Two additional pole mounted ( P3-4 type) lights near the eastern edge of the lot are located just outside the 15 ft. wide strip. The proposed lighting site plan indicates that light from these eight lights will extend approximately 20 ft. onto the abutting residential parcels. With regards to lighting of the parking lot on the south side of Hadley Road, six 20 ft. pole mounted ( P5-4 type) lights are located in the interior of the lot. Two additional pole mounted ( P3-4 type) lights near the eastern edge of the lot are located just outside the 15 ft. wide strip. The proposed lighting site plan indicates that light from these eight lights will extend approximately 20 ft. onto the abutting residential parcels. The Board should discuss the application with respect to these criteria. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The City Engineer has not yet finished his review of the plans. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 1. The City Engineer shall review the plans and provide comments. 2. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted site grading and erosion control plans as part of this application. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the southern lot is proposed via a 24 foot curbcut from Hadley Road, The northern lot is accessed via a proposed via a 24 foot access from Hadley Road. A 12 foot wide exit only and right turn only angled curb cut is also proposed in the northwest corner of the northern parking lot into the northbound Shelburne Road traffic lanes. It should be noted that the northern lot as it is currently developed is accessed via two curbcuts from Shelburne Road and one from Hadley Road. The application proposes to eliminate one curbcut from Shelburne Road and several from Hadley Road. Staff is pleased with this consolidation. The proposed use (general office LUC 710) is estimated to generate 47 pm peak hour trip ends. As the existing motel (motel LUC 320) and home ( single family detached housing LUC 210) is estimated to generate 20 pm peak hour trip ends, this is an increase of 27 vehicle trip ends in the pm peak hour. The applicant shall pay traffic impact fees based on this increase. Pursuant to Section 10.02 Traffic Overlay District, calculation of the overall allowable traffic budget for the project is as follows: The northerly lot is 37,125 SF and its exit only curb cut is located in Traffic Overlay Zone 3. Using Table 10-1 Maximum Peak Hour Trip Ends per 40,000 SF, this lot is allowed a maximum of 45 Peak Hour Trip Ends per 40,000 SF and therefore analysis indicates an allocation of 41.77 Peak Hour Trip Ends for this lot. The southerly lot is 36,432 SF and it single entry/exit curb cut is located just outside of Traffic Overlay Zone 1. As noted in subsection E of Section 10.02, "(i)f a parcel has one driveway in one zone and another driveway in another zone, the zone which is more restrictive shall apply to the entire property. Using Table 10-1 Maximum Peak Hour Trip Ends per 40,000 SF, this lot is allowed a maximum of 45 Peak Hour Trip Ends per 40,000 SF and therefore analysis indicates an allocation of 40.99 Peak Hour Trip Ends for this lot. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Therefore, the traffic budget for the property as a whole is 82.76 peak hour trip ends. This is well in excess of the 47 trip ends in the project will generate. Note that under subsection H, Standards for Adjustments to a Project's Traffic Generation Calculation or to a Site's Traffic Budget (1) The Development Review Board 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 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. The Board may wish to discuss if such adjustments are warranted. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, urban area and is not identified on the Open Space Strategy. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed building is compatible with surrounding and planned development patterns along the commercial corridor of Shelburne Road. The subject property does abut a residential neighborhood. This has been addressed elsewhere in this report. 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. The subject lots are bordered on the east by residential properties in a residential zone. As previously discussed, there are varying sizes of buffering proposed at this border. The property is bordered on the south by a developed mixed commercial/multi-unit residential property and to the north by a commercial property which may be utilized in the future with mixed residential capacity. In response to staff concerns expressed at sketch, applicant is now proposing the use of 6 ft. high privacy fencing instead of 8 ft. high fencing and is maintain or creating new gaps in fencing to facilitate pedestrian access between lots. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The South Burlington Fire Chief has reviewed the plan and provides the following comments: 1 have reviewed the plans for the proposed construction of the 3 story office/business project at 462 Shelburne Road. We have visited the site and have the following recommendations: a. Compliance with all requirements of Vermont Fire and Building Safety Codes and standards as enforced by the South Burlington Fire Marshal's Office. b. Automatic sprinklers and alarm system as required by Vermont Fire and Building Safety Code. c. Fire Department Sprinkler Connection location to be specified by SBFD. d. Fire Alarm panel and enunciator locations to be specified by SBFD. e. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. f. Provide an emergency key box(s), location to be specified by SBFD. g. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. h. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hose lines, portables ladders and other firefighting equipment. i. The parking area entrances and exits appear to be non -accessible to fire and emergency apparatus. For turning radii, corners should meet the "WB 40 straight" standard. j. During our review, we could find no plan for addition of fire hydrants. We are concerned about available water supply at this property. A minimum of I fire hydrant should be added for this project. Placement information and further discussion relative to needed fire flows for this project needs to occur. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and South Burlington Fire Marshal's office. Should you need any further assistance on this project please feel free to contact me. 4. The applicant shall address the Fire Chiefs concerns and revise the plans accordingly prior to the next hearing on the application. 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 landowners. There is an existing sidewalk along Hadley Road and along Shelburne Road which will not be interrupted by this proposed development. In response to staff concerns expressed at sketch, applicant is now proposing the use of 6 ft. high privacy fencing instead of 8 ft. high fencing. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: 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. These criteria require especially thorough and scrupulous review as most of the proposed parking for the building is located on a separate lot, across a public street. In response to staff comments at sketch plan the applicant is proposing between the northern and southern lots the use of new curbing and a new 5 ft. wide sidewalk and crosswalk centered on an existing speed table. Staff feels that this will facilitate safe pedestrian access. Based on 31,280 square feet of general office use, the proposed building will require 110 parking spaces. 117 spaces are proposed: 45 spaces are provided on site and 72 are provided across the street in the adjacent lot. These are within the 800 linear feet specified in the Land Development Regulations. In response to concerns noted at the sketch plan level, the plans have been revised to account for 18 foot long spaces with 24 foot access aisles. Chapter 14.06 of the South Burlington Land Development Regulations states the following Parking: (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) The parking area will serve a single or two-family home; (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); or, (v) The principal use of the lot is for public recreation. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING (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. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed parking for the southern lot is in full compliance with these standards. Should the Board view both lots as one, the parking lot to the north is in compliance as it is to the side of the building. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. 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 adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 41'4", which is above the 35' height maximum for flat roof buildings. Therefore, the applicant is seeking a height waiver of 6 feet, 4 inches. 6. The Board should discuss the applicant's request for a height waiver of 6 feet, 4 inches Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted a draft rendering of the proposed building. Staff feels that this proposal meets this criterion. 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. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The applicant has submitted a draft rendering of the proposed building. Staff feels that the proposed building meets this criterion. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: 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 of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the connection between this property and the lot to the north and south. No stockade fencing is proposed adjacent to the south edge of the proposed new commercial building, nor along the property line abutting 430 Shelburne Road, 5 White Place, 12 Bacon Street. No fencing is proposed along the south edge of the landscaped path area abutting 20 Bacon Street. These measures should facilitate pedestrian access. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling 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). The plan show a dumpster and recycling facilities, adequately screened Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 7. The plans depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget totaling $44,950. Building costs are estimated at $2,346,000 plus another $625,000 in various site improvements. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows some proposed landscaping on the interior and exteior of the proposed parking area on the northern lot and a heavily landscaped area on the eastern edge of the proposed southerly parking lot. 8. The City Arborist has not had an opportunity to comment on the landscape plan. These are expected with the comments from the Director of Public Works. The applicant should respond to any concerns or comments of the City Arborist prior to the next hearing of the application. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting plan along with specification sheets of proposed lighting. Staff feels that the proposed lighting is in compliance with the regulations. Other 9. The final plat plans shall show all ground mounted HVAC units, generators, and utility cabinets, if applicable. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments Section" of this document before proceeding to any further plan review. Comments from Public Works may be available prior to the hearing, but an unusual need for emergency road maintenance and planning has caused delays. Staff recommends that if comments are not received prior to the hearing, the application be continued after a discussion of other items of merit, so that the applicant may also address any concerns or comments of the City Engineer and the City Arborist. Resp ully submitted, Ray and J. Belau, Administrative Officer No Text CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING PROJECT DESCRIPTION Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary and final plat approval for a planned unit development consisting of: 1) razing three (3) motel buildings, and 2) constructing a 31,280 sq. ft. 3-story general office building with off -site parking, 462 Shelburne Road. COMMENTS City Planner Cathyann LaRose, Administrative Officer Ray Belair and Planner Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on May 24, 2013, reviewed the discussion from the July 2"d hearing and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements V w C1-1115 Zoning District Required Proposed v Min. Lot Size 40,000 SF No change � Max. Building Coverage 40% 14.5% Ni Max. Overall Coverage 70% 70% w Front Yard Coverage (Shelburne Road) 30% 57.4% w Front Yard Coverage (Hadley Road) 30% 61.4% w Min. Front Setback (Shelburne Road) 50 ft. 10 ft. 4 Min. Front Setback (Hadley Road) 30 ft. 8 ft Min. Side Setback 10 ft. 10 ft. Zoning Compliance Zoning non-compliance. Waiver requested. The proposal is for a commercial building in a commercial zone adjacent to a residential zone. As such, Section 3.06(I) of the South Burlington Land Development Regulations applies: Buffer Strip for Non -Residential Uses Adjacent to Residential District Boundaries. (1) Where a new non-residential use is adjacent to or within fifty (50) feet of the boundary of a residential district, or where an existing non-residential use, structure or parking area that is adjacent to or within fifty (50) feet of the boundary of a residential district is proposed to be expanded, altered or enlarged, the required side or rear setback shall be increased to sixty-five (65) feet. A strip not less than fifteen (15) feet wide within the sixty-five (65) foot setback shall be landscaped with dense evergreens, fencing, and/or other plantings as a screen. New external light fixtures shall not ordinarily be permitted within the fifteen (15) foot wide buffer area. (2) The Development Review Board may permit new or expanded nonresidential uses, structures and/or parking areas, and new external light fixtures, within the setback CITY OF SOUTH BURLINGTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING and/or buffer as set forth in (1) above, and may approve a modification of the width of the required setback and/or landscaped buffer as set forth in (1) above. In doing so the DRB shall find that the proposed lighting, landscaping and/or fencing to be provided adjacent to the boundary of the residential district will provide equivalent screening of the noise, light and visual impacts of the new non-residential use to that which would be provided by the standard setback and buffer requirements in (1) above. However in no case may the required side or rear setback be reduced below the standard requirement for the zoning district in which the non-residential use is located. The proposed building meets the 65 foot setback as prescribed. There are two areas that require the 15 ft. minimum width of screening: the northeast edge of the property that abuts 5 White Place, 7 White Place, 9 White Place and 24 Hadley Road and the southeast edge of the property that abuts 29 Hadley Road. Along the northeast edge the applicant proposes a new 6 ft. high privacy fence and eight new Red Oak trees interspersed with various tree and shrub plantings. Along the southeast edge the applicant proposes a 30-40 ft. wide landscaped area bisected by a meandering path along with plantings of shrubs and trees, three 6 ft. benches, three bollard LED light fixtures and a 6 ft. privacy fence. With regards to lighting of the parking lot on the north side of Hadley Road, six 20 ft. pole mounted ( P5- 4 type) lights are located in the interior of the lot. Two additional pole mounted ( P3-4 type) lights near the eastern edge of the lot are located just outside the 15 ft. wide strip. The proposed lighting site plan indicates that light from these eight lights will extend approximately 20 ft. onto the abutting residential parcels. With regards to lighting of the parking lot on the south side of Hadley Road, six 20 ft. pole mounted ( P5- 4 type) lights are located in the interior of the lot. Two additional pole mounted ( P3-4 type) lights near the eastern edge of the lot are located just outside the 15 ft. wide strip. The proposed lighting site plan indicates that light from these eight lights will extend approximately 20 ft. onto the abutting residential parcels. The applicant indicated he would put the parking light lots on timers but the lights on the building themselves would stay lit at night for security purposes. At the July 2nd hearing, a Board member was expressed concerns with the use of vinyl fencing along the property boundaries. The applicant and the abutting neighbor indicated they preferred vinyl fencing due to its ease of maintenance. On July 101h staff received an email from the applicant indicating that use of an 8' cedar privacy fence was acceptable. The Board should discuss this issue. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 4 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer reviewed the plans and provided the following comments to staff on July 8th via email: 1. This project is located in the Englesby Brook watershed, which is listed as stormwater impaired by the State of Vermont Agency of Natural Resources (ANR). The Vermont Department of Environmental Conservation's (DEC) on-line permit map does not indicate that there is an existing stormwater permit for this site. The applicant should discuss this project with DEC Stormwater Division staff and obtain confirmation that a new State stormwater permit is not required for redevelopment of the site. 2. The plans indicate that the project will disturb greater than 1 acre of land. Therefore, this project will need to obtain and comply with a construction stormwater permit (3-9020 or individual permit) from the Vermont DEC Stormwater Division. Obtaining this permit should be a condition of approval for the project. 3. The parking lot on the northern portion of the property contains Low Impact Development (LID) design elements that will infiltrate stormwater runoff. This includes pervious pavement in the parking stalls and curb cuts to allow water to flow into parking islands. Could similar elements be utilized in the parking area on the southern portion of the site? 4. Consider replacing the new drainage manhole (DMH2) with a storm drain structure. Also, this structure appears to be in the wheel track of any vehicle turning into the southern portion of the site. Consider moving it to the east —3-5'. 5. Drainage structures in the City ROW must have booted pipe connections. 6. Indicate where the foundation drain and roof drains for the proposed building will be directed/connected. 7. Sheet C1.4 is the erosion control plan for the site. The northern portion of the site contains an exit onto Shelburne Road, but there is no Stabilized Construction Entrance (SCE) at this location. The plans should indicate how vehicles will be blocked from using this exit during construction. If it will be utilized, it will need to have a SCE. 8. Provide a detail for curb cuts parking lot median. 9. Provide hydrologic modeling for the site so that the project's impacts on downstream drainage structures can be evaluated. 10. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 11. Per section 12.03.F(1) of the City's Land Development Regulations, the final decision should require the submission of record drawings showing pipe invert elevations, drainage structure rim elevation, pipe material, final grading, etc. 12. The final decision should require that hydrologic modeling be submitted to the Department of Public Works so that this information can be incorporated into the City's watershed model for Englesby Brook. 13. All proposed work on the sidewalk fronting US 7 and the US 7 road itself is in the City of Burlington and would need their approval and applicable permits. 14. All proposed work within the Hadley Road ROW would require a ROW permit from South Burlington Public Works. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 15. The proposed sidewalk extension leading to the crosswalk needs the appropriate ADA truncated domes and associated detail. 16. All pavement markings on Hadley Road shall be of Type I Durable Tape. 17. There is no detail for the proposed crosswalk across Hadley Road. 18. There is no advance and location signage for the proposed crosswalk on Hadley Road. 19. All curb shall hove 7" reveal. 20. All sidewalk shall be 8" thick through the proposed commercial driveways on Hadley Road. The applicant reviewed the Engineer's comments and provided a memo to staff on July 12th in response (see attached). Staff feels that the Engineer's questions have been sufficiently addressed. 2. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted site grading and erosion control plans as part of this application. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the southern lot is proposed via a 24 foot curbcut from Hadley Road, The northern lot is accessed via a proposed via a 24 foot access from Hadley Road. A 12 foot wide exit only and right turn only angled curb cut is also proposed in the northwest corner of the northern parking lot into the northbound Shelburne Road traffic lanes. It should be noted that the northern lot as it is currently developed is accessed via two curb cuts from Shelburne Road and one from Hadley Road. The application proposes to eliminate one curbcut from Shelburne Road and several from Hadley Road. Staff is supportive with this consolidation. The proposed use (general office ) is estimated to generate 47 pm peak hour trip ends. As the existing motel (motel ) and home ( single family detached housing) is estimated to generate 20 pm peak hour trip ends, this is an increase of 27 vehicle trip ends in the pm peak hour. The applicant shall pay traffic impact fees based on this increase. Pursuant to Section 10.02 Traffic Overlay District, calculation of the overall allowable traffic budget for the protect is as follows: The northerly lot is 37,125 SF and its exit only curb cut is located in Traffic Overlay Zone 3. Using Table 10-1 Maximum Peak Hour Trip Ends per 40,000 SF, this lot is allowed a maximum of 45 Peak Hour Trip Ends per40,000 SF and therefore analysis indicates an allocation of41.77 Peak Hour Trip Ends for this lot. The southerly lot is 36,432 SF and it single entry/exit curb cut is located just outside of Traffic Overlay Zone 1. As noted in subsection E of Section 10.02, "(i)f a parcel has one driveway in one zone and CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING another driveway in another zone, the zone which is more restrictive shall apply to the entire property. Using Table 10-1 Maximum Peak Hour Trip Ends per 40,000 SF, this lot is allowed a maximum of 45 Peak Hour Trip Ends per 40,000 SF and therefore analysis indicates an allocation of 40.99 Peak Hour Trip Ends for this lot. Therefore, the traffic budget for the property as a whole is 82.76 peak hour trip ends. This is well in excess of the 47 trip ends in the project will generate. The projeces design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, urban area and is not identified on the Open Space Strategy. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed building is compatible with surrounding and planned development patterns along the commercial corridor of Shelburne Road. The subject property does abut a residential neighborhood. This has been addressed elsewhere in this report. 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. The subject lots are bordered on the east by residential properties in a residential zone. As previously discussed, there are varying sizes of buffering proposed at this border. The property is bordered on the south by a developed mixed commercial/multi-unit residential property and to the north by a commercial property which may be utilized in the future with mixed residential capacity. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plan and provides the following comments: 1 have reviewed the plans for the proposed construction of the 3 story office/business project at 462 Shelburne Road. We have visited the site and have the following recommendations: a. Compliance with all requirements of Vermont Fire and Building Safety Codes and standards as enforced by the South Burlington Fire Marshal's Office. b. Automatic sprinklers and alarm system as required by Vermont Fire and Building Safety Code. c. Fire Department Sprinkler Connection location to be specified by SBFD. d. Fire Alarm panel and enunciator locations to be specified by SBFD. e. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING f. Provide an emergency key box(s), location to be specified by SBFD. g. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. h. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hose lines, portables ladders and other firefighting equipment. i. The parking area entrances and exits appear to be non -accessible to fire and emergency apparatus. For turning radii, corners should meet the "WB 40 straight" standard. j. During our review, we could find no plan for addition of fire hydrants. We are concerned about available water supply at this property. A minimum of 1 fire hydrant should be added for this project. Placement information and further discussion relative to needed fire flows for this project needs to occur. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and South Burlington Fire Marshal's office. Should you need any further assistance on this project please feel free to contact me. 4. The applicant shall adhere to the comments of the Fire Chief. 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 landowners. There is an existing sidewalk along Hadley Road and along Shelburne Road which will not be interrupted by this proposed development. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. See above for the City Engineer's comments. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: 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. Most of the proposed parking for the building is located on a separate lot, across a public street. CITY OF SOUTH BURLINGTON 8 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The applicant is proposing between the northern and southern lots the use of new curbing and a new 5 ft. wide sidewalk and crosswalk centered on an existing speed table. Staff feels that this will facilitate safe pedestrian access. Based on 31,280 square feet of general office use, the proposed building will require 110 parking spaces. 117 spaces are proposed: 45 spaces are provided on site and 72 are provided across the street in the adjacent lot. These are within the 800 linear feet specified in the Land Development Regulations. In response to concerns noted at the sketch plan level, the plans have been revised to account for 18 foot long spaces with 24 foot access aisles. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (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) The parking area will serve a single or two-family home, (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), or, (u) The principal use of the lot is for public recreation. (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. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The proposed parking for the southern lot is in full compliance with these standards. Should the Board view both lots as one, the parking lot to the north is in compliance as it is to the side of the building. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. At the July 2"d hearing, a request was made by one of the board members to consider a break in the 4' high brick screening wall facing Hadley Road, for additional pedestrian access from this north parking lot to our building. In a follow-up email on July 81h from the applicant to Ms. LaRose, the applicant stated that: "(a)fter further review, we have found that the north side of Hadley Road does in fact not have a sidewalk. Therefore any additional break in the screening wall that surrounds the north lot would point pedestrians directly onto Hadley Road, rather than onto a sidewalk. This seems like a dangerous situation. Therefore, we would prefer not to install another break in the wall at this time. We will speak with Justin Rabidoux at the Department of Public Works about this, but we feel it is best to direct those employees parking in the north lot to the designated crosswalk as designed. Staff and the City Engineer / Public Works Director concur with the applicant's conclusion. 6. The Board should discuss the proposed fencing along Hadley Road. At the July 2"d hearing, the Board asked the applicant to install a canopy along the west side of the building facing Shelburne Road so as to match the canopy on the commercial building located on the adjacent parcel to the south. The applicant agreed to do so. The applicant has revised the plans to indicate installation of a canopy along the west side of the building facing Shelburne Road. 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 adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 41'4", which is above the 35' height maximum for flat roof buildings. Therefore, the applicant is seeking a height waiver of 6 feet, 4 inches. 7. The Board should discuss the applicant's request for a height waiver of 6 feet, 4 inches. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted a draft rendering of the proposed building. Staff feels that this proposal meets this criterion. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 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 applicant has submitted a draft rendering of the proposed building. Staff feels that the proposed building meets this criterion. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: 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. Staff has already addressed the issue of the connection between this property and the lot to the north and south. No stockade fencing is proposed adjacent to the south edge of the proposed new commercial building, nor along the property line abutting 430 Shelburne Road, 5 White Place, 12 Bacon Street. No fencing is proposed along the south edge of the landscaped path area abutting 20 Bacon Street. These measures should facilitate pedestrian access. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling 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). The plan show a dumpster and recycling facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The plans depict snow storage areas as part of the preliminary plat plan application. CITY OF SOUTH BURLINGTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. On July 122h, the applicant submitted a revised landscape plan and budget totaling $46,428. Based on estimated project costs, the minimum requirement is $30,960 and is being met. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior and exterior of the proposed parking area on the northern lot and a heavily landscaped area on the eastern edge of the proposed southerly parking lot. The application does not contain an analysis of compliance with the requirement for 10% interior landscaping. 8. The applicant shall provide a confirmation that the minimum interior landscaping requirement for each parking area has been met. The applicant submitted a revised landscaping plan on July 121h. The City Arborist will review the plan and provide comments to staff prior to the July 16`h meeting. 9. The Board should review the landscaping plan and the Arborist's comments. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting plan along with specification sheets of proposed lighting. Staff feels that the proposed lighting is in compliance with the regulations. Other - HAVC The final plat plans shall show all ground mounted HVAC units, generators, and utility cabinets, if applicable. Other — Neighbor Request At the July 2"d hearing, owners of the Diemer property asked the applicant to install groundwater monitoring. In a July 101h email to staff the applicant indicated that they do "not agree to place any monitoring wells near the Diemer's property. They are welcome to place monitoring wells on their property directly adjacent to our property if they would like. We will complete our Phase 11 study and forward a copy along to them for review once it is complete." 10. The Board should discuss this issue. CITY OF SOUTH BURLINGTON 12 DEVELOPMENT REVIEW BOARD RECOMMENDATION DEPARTMENT OF PLANNING & ZONING Staff recommends that the applicant address the numbered items in the "Comments Section" of this document before the hearing is closed. Comments from the City Arborist may be available prior to the hearing. Respe Ily submitted, Raymond J. Belair, Administrative Officer CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 27, 2013 s:\2012\sd_12_26 462shelburnerd_pizzagalli_sketch.doc Application received: January 9, 2013 Pizzagalli Properties LLC 462 SHELBURNE ROAD SKETCH PLAN APPLICATION #SD-12-26 Agenda #3 Meeting Date: March 5, 2013 Owner Applicant Smart Hospitality Inc Pizzagalli Properties LLC 576- 92nd Street 346 Shelburne Road Suite 601 Brooklyn, NY 11209 Burlingon, VT 05401 Property Information C1 R 15 Zoning District Location Ma r d fr *n f �, CITY OF SOUTH BURLINGTON 2 DEVELOPMENT REVIEW BOARD PROJECT DESCRIPTION DEPARTMENT OF PLANNING & ZONING Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development consisting of: 1) razing three (3) motel buildings, and 2) constructing a 31,280 sq. ft. 3-story general office building with off -site parking, 462 Shelburne Road. COMMENTS City Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on January 9, 2013 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Re uirements C1 -RI 5 Zoning District Required Proposed � Min. Lot Size 40,000 SF No change � Max. Building Coverage 40% 14.2% Max. Overall Coverage 70% 71 % Front Yard Coverage (Shelburne Road) 30% *See note below Front Yard Coverage (Hadley Road) 30% *See note below � Min. Front Setback (Shelburne Road) 50 ft. 50 ft. � Min. Front Setback (Hadley Road) 30 ft. 30 ft � Min. Side Setback 10 ft. 10 ft. \' Zoning Compliance w Zoning non-compliance. The Board may not approve more than 70% overall lot coverage. The plans must be revised to be in compliance. * The applicant has not provided information on the front yard coverage for Shelburne Road or for Hadley Road. This information should be provided and if any waivers are requested, the applicant should seek feedback on this prior to proceeding to a preliminary plat application. The front yard setback shown on the plans is incorrect for Shelburne Road. This front yard setback should be 50 feet, not the 30 feet shown on the plans. The plans shall be revised. 1. The plans should be revised to show the following information: a. Overall lot coverage within the limitations of the district; b. Accurate front yard setback from Shelburne Road; c. Front yard coverage information; d. Full list of waivers requested. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The proposal is for a commercial building in a commercial zone adjacent to a residential zone. As such, Section 3.06(I) of the South Burlington Land Development Regulations applies: 1. Buffer Strip for Non -Residential Uses Adjacent to Residential District Boundaries. (1) Where a new non-residential use is adjacent to or within fifty (50) feet of the boundary of a residential district, or where an existing non-residential use, structure or parking area that is adjacent to or within fifty (50) feet of the boundary of a residential district is proposed to be expanded, altered or enlarged, the required side or rear setback shall be increased to sixty-five (65) feet. A strip not less than fifteen (15) feet wide within the sixty-five (65) foot setback shall be landscaped with dense evergreens, fencing, and/or other plantings as a screen. New external light fixtures shall not ordinarily be permitted within the fifteen (15) foot wide buffer area. (2) The Development Review Board may permit new or expanded nonresidential uses, structures and/or parking areas, and new external light fixtures, within the setback and/or buffer as set forth in (1) above, and may approve a modification of the width of the required setback and/or landscaped buffer as set forth in (1) above. In doing so the DRB shall find that the proposed lighting, landscaping and/or fencing to be provided adjacent to the boundary of the residential district will provide equivalent screening of the noise, light and visual impacts of the new non-residential use to that which would be provided by the standard setback and buffer requirements in (1) above. However in no case may the required side or rear setback be reduced below the standard requirement for the zoning district in which the non-residential use is located. The Board should discuss the application with respect to these criteria. The proposed building meets the 65 foot setback as prescribed. However, it is not clear at this stage if the 15 foot wide buffer of dense evergreens is provided. The applicant is showing a landscaped area along the residential perimeter for both the northern and southern lot. The landscaped area along the southern lot is approximately 25 feet wide at its narrowest point. It is proposed to have an 8 foot tall decorative screen fence and a path, a seating area with benches, and is noted to be heavily landscaped. The northern lot is bordered by a narrower landscaped area, approximately 13-14 feet wide. It too is noted to be "heavily landscaped." As this is sketch plan review, it is unclear what is proposed to make up this landscaping. Staff will further assess these criteria at later stages when an itemized landscaping plan is available. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 2. The City Engineer shall review the plans prior to preliminary plat approval. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 3. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the southern lot is proposed via a 30 foot curbcut from Hadley Road, which narrows to a 24 feet access. The northern lot is accessed via a proposed via a 22 foot access and 30 foot curbcut from Hadley Road. There is also proposed to be a 20 foot access point to Shelburne Road from the northern lot. It appears that this is one -directional (exit only) but this is not made clear on the plans. The applicant should address this with the Board. It should be noted that the northern lot as it is currently developed is accessed via two curbcuts from Shelburne Road and one from Hadley Road. The application proposes to eliminate one curbcut from Shelburne Road and several from Hadley Road. Staff is pleased with this consolidation, especially if the Shelburne Road access is egress only. 6. The applicant should clarify the use of the Shelburne Road access for the northern lot. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The proposed use (general office LUC 710) is estimated to generate 46.61 pm peak hour trip ends. As the existing motel is estimated to generate 27.84 vehicle trip ends, this is an increase of 18.77 vehicle trip ends in the pm peak hour. The applicant shall pay traffic impact fees based on this increase. It is uncertain whether this property is subject to the traffic overlay provisions. There is a curbcut from Shelburne Road to the southern lot. Regardless, the estimated traffic generation is within the allowable budget of 83.8 trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, urban area and is not identified on the Open Space Strategy. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed building is compatible with surrounding and planned development patterns along the commercial corridor of Shelburne Road. The subject property does abut a residential neighborhood. This has been addressed elsewhere in this report. 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. The subject lots are bordered on the east by residential properties in a residential zone. As previously discussed, there are varying sizes of buffering proposed at this border. The property is bordered on the south by a developed mixed commercial/multi-unit residential property and to the north by a commercial property which may be utilized in the future with mixed residential capacity. The plans indicated that an 8 foot high screen fence is proposed along the southern, eastern, and northern boundaries of the PUD. Staff supports the fence along the residential zoning line. However, the fence along the northern and southern lots effectively prohibits the potential for any adjacency of open space areas on the sites. Furthermore, this would create a barrier should residents or users of adjacent properties work or utilize the new commercial building. In summary, there does not appear to be a substantial benefit to the use of the fence along the northern and southern property lines and staff recommends this be removed from the plans. The Board should discuss this. 7. The Board should discuss the proposal for an 8 foot fence along the southern and northern property lines of the PUD. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The Fire Chief has not yet reviewed the plans and has stated that he would prefer to do so at the preliminary plat level, after any changes to layout and parking are made by the Board at the sketch plan level. 8. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. 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 landowners. There is an existing sidewalk along Hadley Road and along Shelburne Road which will not be interrupted by this proposed development. Staff has already noted that the proposed use of an eight foot high fence along the northern and southern property lines is counterproductive to these criteria. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project and PUD is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval Section 14.06 establishes the following general review standards for all site plan applications: 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. These criteria require especially thorough and scrupulous review as most of the proposed parking for the building is located on a separate lot, across a public street. The applicant is proposing a crosswalk from the southern lot to the northern lot. Staff recommends the applicant work with the Public Works Director towards a stronger design for this connection CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING point, which would also serve as traffic calming along Hadley Road. Staff suggests the exploration of "bumpouts" near the pedestrian crossing to potentially narrow the road width and provide for greater visibility of pedestrians in the crosswalk. The Director of Public Works may make additional recommendations. 10. Staff recommends that the applicant work with the Director of Public Works to increase pedestrian access between the two lots, with the additional goal of slowing traffic along this portion of Hadley Road. Based on 31,280 square feet of general office use, the proposed building will require 110 parking spaces. 45 parking spaces are provided on site and 76 are provided across the street in the adjacent lot. These are within the 800 linear feet specified in the Land Development Regulations. However, the plans do not provide for adequate access aisles between parking spaces. 24 feet is required for double -loaded parking lots with 18 feet in length for the parking space. The plans fall short by several feet. This is the case for both parking lots. The plans should be revised to account for 18 foot long spaces with 24 foot access aisles. 11. The plans shall be revised to show adequate parking space dimensions and access aisles. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (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) The parking area will serve a single or two-family home; (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; (iu) 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); or, (v) The principal use of the lot is for public recreation. (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. (d) For through lots, parking shall be located to the side of the building(s) or CITY OF SOUTH BURLINGTON 8 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed parking for the southern lot is in full compliance with these standards. Should the Board view both lots as one, the parking lot to the north is in compliance as it is to the side of the building. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. 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 adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 40', which is above the 35' height maximum for flat roof buildings. Therefore, the applicant is seeking a height waiver of 5 feet. 12. The Board should discuss the applicant's request for a height waiver of five (5) feet. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted a draft rendering of the proposed building. Additional details should be submitted with the preliminary plat application. 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 applicant has submitted a draft rendering of the proposed building. Additional details should be submitted with the preliminary plat application. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 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 of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the connection between this property and the lot to the north and south. Though formal access points are not necessary, Staff recommends that fences not be used to prevent pedestrian flow between lots. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling 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). 13. The preliminary plat plan should depict proposed dumpsters and recycling facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 14. The plans should depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 15. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 16. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. CITY OF SOUTH BURLINGTON 10 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The site plan shows some proposed landscaping on the interior of the proposed parking area on the northern lot. However, interior landscaping in the southern lot appears to be very minimal and the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 17. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 18. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the preliminary plat plan application. Other 19. The preliminary plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document before proceeding to any further plan review. Respectfully submitted, a.- CathyaqVLaRose, AICP, City Planner South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2014 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Value of New Construction: Type of Construction Type of Use Fireproofed Steel Masonry or Wood Frame Skeleton or Concrete Structure Reinforced Concrete SF Bearing SF SF Wall Structure Pre -Fab Steel Structure SF Industrial Manufacturin Engineering & Research General Office Medical Office General Retail Auto Service Facility 7 Elder are Facility 1 7 Motel Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: ROAD IMPACT FEE: 27 1,460.03 $2,505.07 $23,031.12 1 $3,847,445 $9,618,600. $970,000 $756.6o $4,$17,440.00 $48.17 $5,800.02 $4,995.24 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Fire Impact Fees: Value of New Construction: Type of Use Industrial/Manufacturing FnEineering & Research General Office Mediral Office General Retail Auto Service Facilitv Flder Care Facilitv South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2014 Type of Construction Fireproofed Steel Skeleton or Reinforced Concrete S66 588 5123 5133 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: S SF Masonry or Concrete Bearing S69 S96 5113 S71 S7 Wood SF Frame Structure S65 S93 S11n S69 S51 S81 S 7 2 $3,847,440 $ 9, 618, 600 $970,000 $756.60 $4,817,440.00 $48.17 $5,800.02 $4,995.24 27 $1,460.03 $2,505.07 Pre -Fab SF Steel SF Structure' S64 SAS 5104 S67 S41 S78 S72 1 1 South Burlington Planning Zoning a'ri►,,p� New Non -Residential Construction Impact Fees Project Completed by April 1, 2014 OTHER CREDITS: NET ROAD IMPACT FEE $23,031.12 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed (units) Existing 4+ Family Structures to be removed (units) Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 31280 $7,437.13 12375 $2,942.28 1 5422.78 970000 $329.80 $4,410,480.00 $1,014.41 $3,057.66 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa Engineerin Office Medical General Auto Elderly Motels cturing g and (General) Office Retail Service Care Fireproofed Steel Sketloton or $76 $100 $141 $152 $96 NA $117 NA Reinforced Concrete Structure SF 31,280 $56 $79 $110 $129 $81 $62 $96 $85 Masonry or Concrete Bearing Wall Structure SF Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 SF Pre -Fab Steel Structure $53 $73 $101 $119 $77 $47 $89 $82 SF 1 1 07/22/2013 City of South Burlington Grand List Page 1 of 1 07:59 am Parcel Report ray For Parcel: 1540-00462. SMART HOSPITALITY INC Name SMART HOSPITALITY INC DBA LIBERTY INN & SUITES P O BOX 4083 BURLINGTON VT 05406-4083 Location 911 462 SHELBURNE RD Tax Map 30-060-000 Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 1.70 Real Land Building Equipment Inventory Values: 970,000 970,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 970,000 Housesite Special Exmp Grand List 0.00 0.00 9,700.00 Misc: Status: T Bill #: 56204 Updated: 06/03/2013 Last sale was: Invalid on 11/20/2002 for $485746 recorded on 579/307 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150352000°P (2) : 2010 qj,(8). N �_. .. (9): 03/15/01 SPAN: 600-188-11363 �� v South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 July 15, 2013 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Pizzagalli Properties, 462 Shelburne Road Dear Ray: I have followed up with Bob Bouchard relative to this project and his questions regarding our initial write-up dated June 25, 2013. Bob had indicated concerns/explanation regarding items # 9 and # 10. #9 deals with the turning radii for entrance, exits and parking lot maneuverability of fire and emergency apparatus. It is my understanding from talking to Mr. Bouchard that a redesign of these areas has been done to provide more accessibility. According to Mr. Bouchard the North lot has been modified to meet our requirements and the South lot entrance has been improved but complete drive around access is still not possible. #10 deals with the fire hydrant availability. Mr. Bouchard has told me he will add an additional hydrant to address our needs. As the project moves forward we will determine exactly where the new hydrant will be positioned. At this point these seem to be the major issues which present themselves. Based on our conversation, I am confident Mr. Bouchard will take care to make this project acceptable to our needs. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief ray From: Craig Lambert Sent: Monday, July 15, 2013 11:36 AM To: Paul Conner, Justin Rabidoux Cc: Cathyann LaRose; ray; Dan Albrecht (dalbrecht@ccrpcvt.org) Subject: RE: Pizzagalli Landscape plans Hi All, I went out to the site this morning to look at what's there. 1. At least some of the existing trees that are being considered for removal or for retention appear to be either on the adjacent property or on the property line, making them co -owned trees. In that case any action taken would require approval of the adjacent property owner. 2. If any trees on site are being retained a tree protection plan specific to the site should be drafted and included as part of the plan set. The protection measures forwarded to me are guidelines for formulating a plan but provide no specifics for the site 3. I'd still recommend moving trees as far from the edge of the pavement as possible in the snow storage areas to avoid damage (it looks like they could moved back at least loft) 4. The species changes are acceptable. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambert@sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. -----Original Message ----- From: Paul Conner Sent: Friday, July 12, 2013 2:36 PM To: Craig Lambert; Justin Rabidoux Cc: Cathyann LaRose; ray; Dan Albrecht (dalbrecht@ccrpcvt.org) Subject: Pizzagalli Landscape plans Craig - Can you take a look at these on Monday morning and let us know if you're ok with these plans? Paul Your message is ready to be sent with the following file or link attachments: Michaele Willard E-mail.docx 015639 Tree Protecting & Trimming.pdf 320130 Landscape Maintenance.pdf 329113 Soil preparation.pdf 329200 Seeding and Sodding.pdf 1 329300 Trees Shrubs and Groundcovers.pdf LA-100 Landscape Plan.pdf LA-101 Landscape Details.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. south PLANNING & ZONING August 6, 2013 Bob Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Re: Preliminary & Final Plat Approval #SD-13-19, 462 Shelburne Road Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on July 16, 2013 (effective 8/06/13). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee on January 31, 2014) or this approval is null and void. If you have any questions, please contact me. Sincerely, Raymond]. B air Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 5501 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com I SITF FNCNFF.R: LEGEND I I ---336---- EXISTING CONTOUR - - APPROXIMATE PROPERTY LINE / I I I CIVIL ENWNEE. S A850Cl/LTES. ING / I f0A1V�S.D /tWLIWgRHB1/Ydk{70K VTOM -- — — — APPROXIMATE SETBACK LINE W Enl�enr " E�'O�''0p1N350_ _ _ 35 - - — _ - — - - O IRON PIN FOUND I / _ 10' SIDE /i O <ovrxmn S - YARD SETBACK JSO/GACGAC E) CONCRETE MONUMENT FOUND I— / i►iiiFii+iiiiii�f�+iii+++i+f+{+Fi — —SS GRAVITY SEWER LINE I I ' SAV 1 -- —FM FORCE MAIN C ' _ APPRovro —W WATER LINE 1O 12 ---ti 12 r 12 I PBS —OE OVERHEAD ELECTRIC 1 I I I 1 z J i� / APPLlC 1NT: --UE UNDERGROUND ELECTRIC -_ —G GAS LINE PIZZAGALLI —ST STORM DRAINAGE LINE ® SEWER MANHOLE / 1 I I{ I I/ SHELBURNE ------ _ I I I I PROPERTIES -- ' 10' SIDE 0YARD ® STORM MANHOLE �I RD. SETBACK _-AOE -,-- I / SETBACK AREAS USED FOR LLC xL HYDRANT I -- I �` ( - e PARKING 346 SHELBURNE RD., ® SHUT-OFF r I I --- / / I LOT LANDSCAPING SUITE601 • OIL FILL II II -1 // _ I �1 I CALCULATION BURLINGTON VERMONT 05401 'n. POWER POLE VJ Frl II ® CATCH BASIN I, o-o LIGHT POLE PROJECT: SIGN----toi_---__._- I PROPOSED I ^Q DECIDUOUS TREE I , I Id , — ' — _ 1SITE ' CONIFEROUS TREE -- I L 1 — — / rrvwvvwv� EDGE OF BRUSH/WOODS I I \N I I - % VN\ �,\ SI REDEVELOPMENT _-- -_.— FENCE 9 I r� \ 30' HADLEY YRD. I — - -- DRAINAGE SWALE GRAPHIC SCALE 1 j ` f Ila I I 462 SHELBURNE ROAD 0 SOUTH BURLINGTON ` I `' • I — — — �— — "� t225' VERMONT 05403 ( IN FEET I - 'f'- ' I m.n = 20 a -F — — c— — - 'BHT — �� -oi,Cy .. — - of/T — — — — -._ OE/T - -rox- -t- I I Got- JI fir."_..- — — -n — -- — -u- — — — - ss — ?- — — -4- s c7 HADLEY ROAD __ Z _ PARKING LANDSCAPING CALCULATIONS NORTHERLY LOT: TOTAL PARKING LOT PAVED COVERAGE - 25,031 sf TOTAL PARKING LOT LANDSCAPED COVERAGE REQ'D (107) - 2,503 sf TOTAL PARKING LOT LANDSCAPED COVERAGE PROVIDED = 2,130 sf (8.5%) SOUTHERLY LOT - TOTAL PARKING LOT PAVED COVERAGE 14,680 sf TOTAL PARKING LOT LANDSCAPED COVERAGE REQ'D (10%) = 1,468 sf TOTAL PARKING LOT LANDSCAPED COVERAGE PROVIDED = 3,061 sf (20.9%) AVERAGE FOR ENTIRE SITE = 13.17. I IIROPOSED t 10,560 5F COMMERCIAL OFFICE BUILDING WITH._ I ; TWEE FLOORS I TOTAL GFA = ±31,280 SF FFE=209.5 ' 11 50' 1 SHELBURNE RD. SETBACK - a ±140 - - I I I ft{t{j. I j vn,rmimnr...... nn nrnxn rn m m l 9 ` 30' HADLEY RD SETBACK ` I 7�wr 15' SETBACK TO 1 RESIDENTIAL USES I � d [.L�-YARD SIDE SETBACK If I I I e So. BURLTNGTON LOCATION MAP 1" = 20M REVISION PROPOSED PARKING LOT LANDSCAPE CALCULATIONS DATE I D .", Nli.U13EN JULY,2013 SCAIE 1"=20' PROJ. NO. 12197 C1.5 Bob Bouchard From: Mitch Lefevre [mlefevre@segroup.com] Sent: Tuesday, July 16, 2013 10:51 AM To: Bob Bouchard Cc: Michael Willard Subject: 462 Shelburne Road Attachments: LA-103 Landscape Details.pdf; LA-100 Landscape Plan.pdf; LA-101 Landscape Details.pdf; LA-102 Landscape Details.pdf Hi Bob, Attached are the updated drawings for tonight's permit hearing. We've made the following changes. Added tree protection fencing around the trees in the SW corner of the property as well as at the big maple to the west. Pulled back the trees and shrubs as far as we could to avoid the snow storage areas in the North parking lot. Created a separate sheet with the tree protection spec and detail. Please let us know if you need anything else for tonight, or have any questions. Thanks, Mitch "y Mitch Lefevre, ASLA Landscape Architect 131 Church Street Burlington Vermont 05401 Tel (802) 862-0098 Cell (413) 281-9271 mlefevrc!u segrgup.corn www.segroup.com E a BRICK SCREEN WALL — PLANTED W/BOSTON IVY D EXISTING — STREETTREES BRICK SCREEN WALL PLANTED W/ BOSTON 2-TI 2 50'SHELBURNE RD. SE7g4gt �-� I i I I I 3-UA BRICK SCREEN WALL m PLANTED ®W/BOSTON IVY s. 4-SR- I- UZI (Z 6-FT PRIVACY FENCE 7-H 1-AC 6-H 5-PT I 2-A 2-A I 1 3-PT I 1V SIDE 9 Y45' D *ETBA — 4-TC--_.....---_.._. 30 HADLEY RD. SETBACK s ,-AG HADLEY ROAD 8-SB :yl + — — z 1111t —m-E D i EXISTING PROPOSED STREET TR OFFICE BUILt10,Vil560 SF COMMERCIAL DING &SB I TOTAL GFq TH THREE FLOORS 31, �. FFE=209.5' 280 SF SH SETBACK D —_ I TREE PROTECTION FENCING REFER TO SPECIFICATION~ S EXISTING STREET TREES 0 _ AO O O m140 O O I Oq O s I EXISTING TREES I I NOTES FOR EXISTING TREES: A - These trees may require some limbing prior to construction. These trees are relatively in good shape. I B - These trees are showing signs of decline, the tops are dead or dying and should be removed. I C - This tree leans out over the property and will be in conflict with the eventual south side of the building. This tree YOU require limbing for construction. Once this tree is limbed, there will not be much remaining and should be removed. I D -These trees are showing signs of decline, the tops are dead or dying and should be removed. They also lean out over the property and will be in conflict with the eventual south side of the building. 0 -5-PT 10' SIDE YARD SETBACK -2-AC - 4-PT PLANT DST KEY BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS TREES: AC Amelanchier canadensis Shadblow Servicebeny 22 5-6' B&B, Full, Multi -Stem AG Amelanchier grandifloraRobin Hill' Serviceberry 2 2.5-3"Cal. B&B, Full OR Quercus rubrum Red Oak 8 3-3.5" Cal, B&B, 6' Branching Ht. (Mi SR Syringe reticulata Japanese Tree Lilac 4 2.5-3" Cal. B&B, 6' Branching Ht (Min.) TC Tilia cordata'Greenspire' Littleleaf Linden 14 3-3.5" Cal. B&B, B' Branching Ht (Min.) UA Ulmus americana'Princeton' Princeton American Elm 3 3-3.5" Cal. B&B, 6' Branching Ht (Min.) SHRUBS, CS -- Cornus sencea 1santi' Red Twig Dogwood 28 24-30" Wide B&B, Plant BCr' o.c. HA Hydrangea arborescens'Annabelle' Annabelle Hydrangea 13 24-30" Wide C.G,. Plant 36" o.c. HP Hydrangea paniculata'Grandiflora Compacta' Pee Gee Hydrangea 58 24-30" Wide C.G., Plant 48" o.c. PT Potentilla fruticosa'Mango Tango' Mango Tango Potentilla 41 24.30" Wide C.G., Plant 38" o.c. SB Spiraea x bumalda'Anthony Waterer' Anthony Waterer Spirea 53 24-30" Wide C.G., Plant 36" o.c. VINES_ _: PD Parthenocissus tricuspidata Boston Ivy 130 3" Pots C.G., Plant 36" ox (along wall) NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS AND LAWN DETAIL. 4. REFER TO DRAWING LA-101 FOR PLANT MATERIAL INSTALLATION DETAILS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN PLANTING DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE CITY OF SOUTH BURLINGTON'S CITY ARBORIST AND PROJECT LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. L I 4-H P I 2-AC 4-HP I I I iP I aC EXISTING I IT STREET TREE BRICK SCREEN WALL PLANTED W/BOSTON IVY 30-PD---i r PROPOSED PATH ++ H *120 30' HADL RD.- -- SETBACK '-_-- -- — 8 5-PD 3-AC _ 4-HA 10-HP - -'- - -20-SB RAVEL PATH ' I I 4- �-PT _ __ .rG - _- r -. Y 2-AC - - +, +" 6-FT PRIM FENCE 101 SIDE 1J �DE TREE PROTECTION FENCING -1-TC-- REFER TO SPECIFICA'11 ONS 6SB - EXISTING TREE ---a TO RE MAIN 4-PT I' 6-HP 2-AC O9 r>' fI I — 8- P I3-TC I I I IBENC 6-FOOT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 462 SHELBURNE ROAD South Burlington, Vermont 181 C H U R C H S T R E E 1 B-11—TON, VT 05401 T11: 902.862. 0098 WWW. SEOROUC.COM PIZZAGALLI PROPERTIES Developer 346 Shelburne Road - Sulte 601 Buffington. VT 05401 Bo2.66a6WO 0010• 20' 40' GRAPHIC SCALE: V=20' North .. o s�.W 1-201 _- Dale'. 05.23.13 Drawn BY MJL I Checketl Sy: MKW R. I I I I Revluona: I I I1 I I I I I I I I I I I I I � R.ma"", m.ea o"env Dire �a ml I a I I I I I I role I LANDSCAPE PLAN _ _ I Sheet Number. LA-100 Project Number 06260 Fik: NOTES: 1. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE SURROUNDING SOIL SHOULD NOT GIRDLING. EXCEED 80% COMPACTION, DRAINAGE 2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE WILL BE REQUIRED IF COMPACTED DIAMETER OF THE ROOT BALL UNLESS NOTED SOILS ARE PRESENT OTHERWISE ON THE PLANTING PLAN WHERE TREES ARE BEING PLANTED IN CONTINUOUS PITS. NYLON STRAP WITH 3/4" GROMMETS, DECIDUOUS TREE REFER TO SPECIFICATIONS TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, FASTEN WIRE BELOW POINT OF THEN SCRAPE OFF THE TOP LAYER OF SOIL MAJOR BRANCHING OR TO MAJOR BUILD UP ON TOP OF ROOTBALL FROM NURSERY. OUTSIDE TRUNK. 2 1" HARDWOOD STAKES. ALIGN — 2" HEMLOCK BARK MULCH STAKES PARALLEL W/ ROAD/ WALKS REMOVE TOP HALF OF WIRE CAGE - OR PARALLEL W/ DIRECTION OF CUT AND REMOVE BURLAP PREVAILING WIND, REFER TO TREE FROM ROOTBALL STAKING DETAIL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SPECIFICATIONS 329113 SOIL PREPARATION TEMPORARY WATERING BASIN - FINISH GRADE BREAK APART EDGE OF EXCAVATION - - ,;.,,...,.. - - W/SHOVEL AND BLEND PLANT MIX Q W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE — - ----- -----� I EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE 3 TIMES THE DIAMETER OF THE ROOT BALL c TREE PLANTING REFER TO NOTE #2 t./ SCALE 1/4"= T-0" p—decidtree, dwg r — � \ a 186 NOTES: ALIGN STAKES PARALLEL - 1. EXAMINE ENTIRE TREE AND REMOVE GTE W/ ROAD OR WALKS ALL NURSERY TAGS, ROPE, STRING, OR 180 SURVEYORS TAPE TO PREVENT FUTURE _ ---- EDGE OF WALK OR CURB SURROUNDING SOIL SHOULD NOT - �, c GIRDLING. 2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE EXCEED 80%COMPACTION, DRAINAGE DIAMETER OF THE ROOT BALL UNLESS NOTED • WILL BE REQUIRED IF COMPACTED OTHERWISE ON THE PLANTING PLAN WHERE SOILS ARE PRESENT i<-- TREES ARE BEING PLANTED IN CONTINUOUS PITS. A. TREE STAKING ALONG ROAD OR WALKS 12" X 1 1/2" NYLON/COTTON WEAVE TOP OF ROOTBALL TO BE PLACED TIES WITH 3/4" GROMMETS - AT SAME LEVEL THAT IT WAS WIND 1/8" 7 X 7 STEEL CABLE FASTENED ------ � r- GROWN IN NURSERY W/ (2) ZINC PLATED CABLE CLAMPS. • SLIGHT ROOT FLARE SHOULD COVER GUYS W/3'OF 3/8" DIA. SLIP BE EVIDENT TUBING.2" \DIRECTIONVAILING ALIGN STAKES PARALLELPLASTIC BARK MULCH W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE TURNBUCKLE, EYE & EYE, ZINC PLATED, 10 5/8" OPEN LENGTH, 3/8" - �, - REMOVE TOP HALF OF WIRE CAGE CONSISTENT. THREAD DIA. INSTALL W/ TURNBUCKLE CUT AND REMOVE BURLAP IN OPEN POSITION. - FROM ROOTBALL B. TREE STAKING IN OPEN SPACES TEMPORARY WATERING BASIN 'Cs,' '' BACKFILL MIX FOR TREE PLANTING BEDS, 0 (3) DUCKBILL TYPE ANCHORS 1 REFER TO SPECIFICATIONS 329113 SOIL PREPARATION FINISH GRADE \ BREAK APART EDGE OF EXCAVATION '- 120" 12.6 3" CALIPER TREES W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE OR LARGER - ALIGN 2 STAKES PARALLEL TRANSITION TO UNDISTURBED GRADE. 120` W/ ROAD OR WALKS O O UNDISTURBED GRADE: 18" 18" _ EDGE OF WALK OR CURB ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE 3 TIMES THE DIAMETER STABLE BASE OF THE ROOT BALL C. TREE GUYING REFER TO NOTE #2 EDTREE STAKING LAYOUT D EVERGREEN PLANTING _ NO SCALE p-stake.dwg SCALE 1/4"= V-0" p-evertree.dvg 462 SHELBURNE ROAD South Burlington, Vermont SPACING "D" ROW "A" NUMBER OF PLANTS/SQ.FT. 36" O.C. 31.20" 0.125 30" O.C. 25.00" 0.180 24" O.C. 20.76" 0.281 131 C H U ECH STREET 12"O.C. 10.44" 1.125 BURLINGTON, VT 05401 101,O.C. 8.64" 1.660 6"Q.C. 6.96" 2.600 TEL: 802.E 62.0098 www.sEc ROUP.com 6" O.C. 5.16" 4.610 NOTE: 1. PLANT QUANTITIES DETERMINED BY MULTIPLYING AREA (SQ. FT.) BY NUMBER OF PLANTS/SQ. FT. FOR REQUIRED SPACING. 2. CONTINUOUS PLANTING PITS FILLED WITH PLANTING MIX PER THE DEPTH AS NOTED IN THE 329113 SOIL PREPARATION SPECIFICATION IS REQUIRED. -- PLANT SPACING A ° PLANT CENTER A\ 4 D ° SEE PLANTING PLAN FOR SPACING AND QUANTITIES SEE PLANTING LIST FOR PLANT SPACING i3 0 .mlm — SET AT ORIGINAL PLANTING DEPTH PIZZAGALLI PROPERTIES a R FINISH GRADE Developer 346 Shelb— Road - suite 601 MULCH AS SPECIFIED BUN802.61, VT 06401 oz"T 00 CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX AS SPECIFIED SUB GRADE A PERENNIAL PLANTING ASCALE: 1/2" = 1'-0" p-perennial.dwg B SHRUB PLANTING SCALE: 1/2" = 1'-0" PLANT SPACING North AS NOTED Data 05.23.13 PLANT CENTER PLANT ROW Drawn By: MJL Checked By: MKW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NUMEER EIPACNJ U ROW"A" PLPNTSIS.. eO.C. 5-1 0.04 4'GO 41,52 0.07 0.12 3o°o.c. zs.00 0.1e AS NOTID IN PLANTING SCHEWLE. 2. CONTINUOUS PLANTING PITS FILLED WTH PLANTING MIX PER THE DEPTH AS NOTED IN THE 329113 SOIL PREPARATION SPECIFICATICH IS REWIRED. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 329113 SOIL PREPARATION SUB GRADE Revlcl"nc� Eed en CtlY f 6.13 Title LANDSCAPE DETAILS Sheet Number. LA-101 Project Number 06260 File: No Text 11 J BE GROUP PI2ZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON. VT SECTION 015639 TREE PROTECTION AND TRIMMING PART1-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 SpecHicetion SedlonS, apply to this Section. 1.02 SUMMARY A This Section includes the protection and trimming attram that interfere with, or are affected by, execution ofthe Wade, whether temporary or new construction. B. Related Sections include the following: 1. Division 31 Sections for Bearing, grubbing, excavation, backflling and compacting, slope protection and erosion central. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. B. Qualification Data: For finns and persons specified in "Quality Assurance" Anode to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information spoefied. C. Certification: From a qualified arbonst that bees indicated to remain hove been protected during construction according to recognized Standards and that tees were promptly and properly treated and repaired when damaged. D. Maintenance Recommendations'. From a qualified arborist for care and protection of trees affected by construction during and after completing the Work. 1.04 QUALITY ASSURANCE A. Tree Service Qualifications: An experienced tree service into that has successfully completed tree protection and ramming wont similar to that required for this Project and that will assign an experienced, qualified arechat to Project site on a full-time basis during executoon ofthe Work. B. Areonst Qualifications: An arborist cendred by the International Society of Arboriculture or licensed in thejudediction where Project is located. C. Tree Pruning Standards: Comply with ANSI A300. 'Trees. Shrubs, and Omer Woody Plant Maintenance --Standard Practices," unless more slanged requirements are indicated. D. Preknslallation Conference: Conduct conterexe at Project she to comply with requirements in Division 1 Bodiuo "Pmjed Meetings." 1. Before starting troe promotion and trimming, meal with representatives of authorities having jurisdiction, Owner. Landscape Architect, and other concemed entities. Review tree proledion and trimming procedures and responsibilities. Notify participants at least three working days before convening conference. Record discussions and agreements and furnish a may to each participant. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 6839 - " BE GROUP P12ZACALU PROPERTIES 452 SHELBURNE ROAD - SOUTH BURLINGTON, VT PART 2-PRODUCTS 2.01 MATERIALS A. Drainage Fill: Selected crushed stone, or crushed or uncrushed gravel, washed, ASTM 0 448, Sire 24, with 90 to 1DO cement Passing a 2-1f2-Inch slew and not more than 10 parcent passing a 3/4-Inch aleva. B. Topsoil: Ferule, friable, surface soil, containing natural loam and complying with ASTM D 5268, Provide topsoil that Is free of stones lager than 1 inch in any dimension and free of other extraneous or toxic matter harmful to plant growls. Obtain topsoil only from welldralned Shea where sell occurs in depth of4 inches or more; do not obtain from bogs or marshes. C. Filer Fabric: Manufacturers standard, nonwoven, pervbus, geotemile fabric of polypropylene, nylon, or polyester fibers. D. Chain Link Fence: Metallic -coated steel chain link fence fabric, 0.120-inch- diameter wire size; 48 inches high, minimum; line posts, 1.9 inches In diameter; terminal and comer posts, 2-3/8 inches in diameter, top red, 1-518 inches in diameter, bottom tension wire, 0.177 inch in dlemeter; with tie wires, hog ring ties, and mher accessories far a complete fence System. PART 3 - EXECUTION 3.01 PREPARATION A. Temporary Fencing: Install tenpoary fencing located as indicated or outside the drip line of trees to protect remaining vegetation from construction damage. 1. Install chain link fence according to ASTM F 567 mot manufacturers written instructions, B. Protect tee me systems from damage due to noxious materials caused by runoff or spillage while medng, placing, or storing construction materials, Protect rod systems from flooding, eroding. of excessive wetting caused by dewaterng operations. C. Do not store construction materials, debris, or excavated material within the drip line of remaining trees. Do not permit vehicles or foot traffic within the drip line; prevent soil compaction over root systems. O. Do not allow Fires under or adjacent to remaining Imes or other plants. 3.02 EXCAVATION A Instal shoring or other protective support systems to minimise sloping or benching of excavations. B. Do not excavate within dnp line of trees, udess otherwise indicated. C. Where excavation for new construction Is required within drip line of trees, hand clear and excavate to minimize damage to mot systems. Use name,v4ine spading forks and comb SON to expose roots. This task most be perfomned by an experienced tree service ficn that has successfully completed loot pruning, trimming and other work similar to that required for this Project. 1. Rebate mats in backfill areas where possible. If encountering loge, main lateral morns, expose roots beyond excavation limits as required to bend and relocate them without breaking. If encountered immediately adjacent to locallm of new construction and relocation is not practical, cut rods approximately 3 Inches back from new construction. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 015639 - 2 BE GROUP PIZZAGALU PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT 2. Do net allow exposed more to dry our before placing permanent backfll. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and mairnaln In a molat condition. Temporarily support and protect rods from damage until they are permanently relocated and covered with snit. D. Where utility trenches are required within drip line of trees, tunnel under or around mots by drilling, auger boring, pipe jacking, or digging by hand. 1. Root Pinning: Do not out main lateral roots or lapri cut only smaller rods that interfere with Installation of urelftles. Cut roots with sharp Pruning instruments; do net break or chop. 3.03 REGRADING A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade beyond drip line of trees. Maintain existing grades within drip line of trees. B. Grade Lowering: Where new finish grade s indicated below existing grade around trees, slope grade away froes m tram as reco mmended by qualified arlsorst, unless otherwise indicated 1. Root Pmning'. Prune tree mots exposed during grade lowering. Do not cut main lateral rods or taproots; en only .smaller rods. Cut rods with sharp pruning instruments; do not break or chop. C. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, 011 with topsoil. Place topsoil In a single uncompaced layer and hand grade to required finish elevations. D. Moderate Fill: Where existing grade is more than 6 Inches, but less than 12 inches, below elevation of finish grade, place drainage fill. Star fabric, and topsoil on existing grade as follows: 1. Carefully place drainage fill against tme trunk approximately 2 inches above elevation of finish grade and extend not less than 18 inches from tree trunk on all sides. For balance of area within drip -line perimeter, place drainage fill up to 6 inches below elevation of grade. 2. Place fitter fabric with edges overlapping 6 inches minimum. 3. Place hll layer of topsail to finish grade. Do not compact drainage ril or topsoil. Hand grade to required finish elevations. 3.04 TREE PRUNING A. Prune remaining trees affected by temporary and new construction. 8. Prune remaining trees to compensate for roe loss caused by damaging or cutting rod system. Provide subsequent maintenance during Contract period as recommended by qualified arbonst. C- Pruning Standards: Prime trees according to ANSI A300 as follows: 1. Type of Pruning: Crown cleaning. 2. Type of Pruning: Crown thinning. 3. Type of Pmning: Crown raising. 4. Type of Pruning: Crown reduction. 5. Type of Pruning: Vista pruning. B. Type of Pruning: Crown matoratlon. D. Cm branches with sharp pruning instruments; do net break or chop. E, Chip branches removed from trees. Spread chips where indicated or as directed by Amhftect- ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 5639-3 BE GROUP PIZZAGALIJ PROPERTIES 462 SHELBURNE ROAD -SOUTH BURLINGTON, VT 3.05 TREE REPAIR AND REPLACEMENT A. Promptly repair trees damaged by construction operations within 24 tours. Treat damaged trunks, limbs, and roots amending to wrften instructions ofthe qualified Shedder. B. Remora and replace dead and damaged bass that the qualified arbodat determines to tin Incapable of restoring to a normal growth pattem. 1. Provide nmv Imes of the same size and Species as those toning replaced; plant and maintain as specified in Division 2 Section "Trees and Shmbs." Z Provide new trees of 8-Inch caliper size and of a species selected by Architect when trees more than 6 Inches In caliper size, measured 12 Inches above grade, are mqulred to be replaced C. Aerate surface sot, compacted during construction. 10 feel beyond drip line and no closer than 36 inches to tree tmnk. Drill 2Anch- diameter holes a minimum of 12 inches deep at 24 inches o.c. Backfill holeswilh an equal mix of augured soil and sand. 3.06 DISPOSAL OF WASTE MATERIALS A. Burning IS not pertained. B Disposal: Remove excess excavated material, displa ed trees, and excess chips from Owner's Property. END OF SECTION ISSUED FOR PERMIT TREE PROTECTION AND TRIMM NG July 11, 2013 01 5639-4 EXISTING TREE DRIP LINE, DEFINED BY THE FURTHEREST EXTENT OF BRANCHING ON ALL SIDES OF TREE ORANGE SAFETY MESH PROTECTION FENCE 2" X 2" WOOD STAKE, PLACED V-0" O.C. PLASTIC TIES, 3 PER STAKE EXISTING GRADE NOTES: 1. NO MATERIAL SHALL BE STORED WITHIN THE TREE PROTECTION AREA. 2. ALL TREES TO BE PROTECTED AND PRESERVED SHALL BE PER THE DETAIL. GROUPING OF MORE THAN ONE TREE MAY OCCUR, REFER TO TREE PROTECTION DRAWINGS. 3. PRIOR TO STARTING WORK, THE OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO REVIEW TREE PROTECTION 4. NOTIFY OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT I FFIELD ADJUSTMENTS TO TREE PROTECTION FENCING ARE REQUIRED. 5. IF TREE PROTECTION FENCING CAN NOT EXTEND BEYOND THE DRIP LINE AS DETAILED DUE TO SITE CONDITIONS, CONTRACTOR SHALL MAKE BEST EFFORT TO PROTECT AS MUCH OF THE ROOT ZONE AS POSSIBLE. 6. TREE PROTECTION FENCING SHALL BE MAINTAINED IN AN UPRIGHT CONDITION THROUGHOUT THE EXECUTION OF THE WORK, WHETHER TEMPORARY. DEMOLITION OR NEW CONSTRCUTION. 7. WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT SHALL BE MADE TO AVOID SHREDDING OR SMASHING. ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER POSSIBLE, TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD OPENING, WHEN ROOT ENERGY SUPPLIES ARE HIGH AND CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT MOIST. 8. IF DAMAGE TO TREE DOES OCCUR, OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL BE NOTIFIED. TREE PROTECTION SCALE 1/4"= V-0" p-treeprotect.dwg 462 SHELBURNE ROAD South Burlington, Vermont 131 C H U RCH STREET BURLINGTON, VT 05401 TE L: 802.862. 0098 W W W. S E G IOU P.COM PIZZAGALLI PROPERTIES Developer US Shelburne Road - Suite 601 Burlington, VT 05401 802.660.6800 North Scale'. AS NOTED Date: 05.23.13 Drawn By: MJL Checked By: Movv Revisions'. dog r m.nra: b Desc Dere Title LANDSCAPE DETAILS Sheet Number. LA-103 Project Number 06260 File: PIZZAGALLI PROPERTIES, LLC T R A N S M I T T A L 346 Shelburne Road, Suite 601 Burlington, Vermont 05401 T 802.660.6800 F 802.660.6868 www.pizzagalliproperties.com To Mr. Ray Belair From Bob Bouchard Address Administrative Officer Date/Time 7-12-2013 City of South Burlington Subject 462 Shelburne Road 575 Dorset Street South Burlington, VT 05403 Enclosed Quantity Code 3 Full size set of revised civil plans, landscaping plans & elevations M 1 Reduced set of civil plans, landscaping plans & elevations M 1 Landscaping Spec sheets, revised landscaping cost sheet M 1 Landscaping narrative explaining changes M 1 CD copy of all plans & specs M Remarks Codes: A FOR INITIAL APPROVAL F QUOTATION REQUESTED B FOR FINAL APPROVAL G APPROVED C APPROVED AS NOTED - RESUBMISSION REQUIRED H FOR APPROVAL D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED I AS REQUESTED OR REQUIRED E DISAPPROVED - RESUBMIT RECEIVED JUG 12 2013 City of So. Burlington J LETTER FOLLOWS K FOR FIELD CHECK L FOR YOUR USE M SEE REMARKS SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT SECTION 01 5639 TREE PROTECTION AND TRIMMING PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. i"IY *T1Ju 01J_-1 7 A. This Section includes the protection and trimming of trees that interfere with, or are affected by, execution of the Work, whether temporary or new construction. B. Related Sections include the following: 1. Division 31 Sections for clearing, grubbing, excavation, backfilling and compacting, slope protection and erosion control. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. B. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Certification: From a qualified arborist that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. D. Maintenance Recommendations: From a qualified arborist for care and protection of trees affected by construction during and after completing the Work. 1.04 QUALITY ASSURANCE A. Tree Service Qualifications: An experienced tree service firm that has successfully completed tree protection and trimming work similar to that required for this Project and that will assign an experienced, qualified arborist to Project site on a full-time basis during execution of the Work. B. Arborist Qualifications: An arborist certified by the International Society of Arboriculture or licensed in the jurisdiction where Project is located. C. Tree Pruning Standards: Comply with ANSI A300, "Trees, Shrubs, and Other Woody Plant Maintenance --Standard Practices," unless more stringent requirements are indicated. D. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Meetings." 1. Before starting tree protection and trimming, meet with representatives of authorities having jurisdiction, Owner, Landscape Architect, and other concerned entities. Review tree protection and trimming procedures and responsibilities. Notify participants at least three working days before convening conference. Record discussions and agreements and furnish a copy to each participant. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 5639 - 1 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT PART 2 — PRODUCTS 2.01 MATERIALS A. Drainage Fill: Selected crushed stone, or crushed or uncrushed gravel, washed, ASTM D 448, Size 24, with 90 to 100 percent passing a 2-1/2-inch sieve and not more than 10 percent passing a 3/4-inch sieve. B. Topsoil: Fertile, friable, surface soil, containing natural loam and complying with ASTM D 5268. Provide topsoil that is free of stones larger than 1 inch in any dimension and free of other extraneous or toxic matter harmful to plant growth. Obtain topsoil only from well -drained sites where soil occurs in depth of 4 inches or more; do not obtain from bogs or marshes. C. Filter Fabric: Manufacturer's standard, nonwoven, pervious, geotextile fabric of polypropylene, nylon, or polyester fibers. D. Chain Link Fence: Metallic -coated steel chain link fence fabric, 0.120-inch- diameter wire size; 48 inches high, minimum; line posts, 1.9 inches in diameter; terminal and corner posts, 2-3/8 inches in diameter; top rail, 1-5/8 inches in diameter; bottom tension wire, 0.177 inch in diameter; with tie wires, hog ring ties, and other accessories for a complete fence system. PART 3 — EXECUTION 3.01 PREPARATION A. Temporary Fencing: Install temporary fencing located as indicated or outside the drip line of trees to protect remaining vegetation from construction damage. 1. Install chain link fence according to ASTM F 567 and manufacturer's written instructions. B. Protect tree root systems from damage due to noxious materials caused by runoff or spillage while mixing, placing, or storing construction materials. Protect root systems from flooding, eroding, or excessive wetting caused by dewatering operations. C. Do not store construction materials, debris, or excavated material within the drip line of remaining trees. Do not permit vehicles or foot traffic within the drip line; prevent soil compaction over root systems. D. Do not allow fires under or adjacent to remaining trees or other plants. 3.02 EXCAVATION A. Install shoring or other protective support systems to minimize sloping or benching of excavations. B. Do not excavate within drip line of trees, unless otherwise indicated C. Where excavation for new construction is required within drip line of trees, hand clear and excavate to minimize damage to root systems. Use narrow -tine spading forks and comb soil to expose roots. This task must be performed by an experienced tree service firm that has successfully completed root pruning, trimming and other work similar to that required for this Project. 1. Relocate roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and relocate them without breaking. If encountered immediately adjacent to location of new construction and relocation is not practical, cut roots approximately 3 inches back from new construction. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 5639 - 2 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. D. Where utility trenches are required within drip line of trees, tunnel under or around roots by drilling, auger boring, pipe jacking, or digging by hand. 1. Root Pruning: Do not cut main lateral roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots with sharp pruning instruments; do not break or chop. 3.03 REGRADING A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade beyond drip line of trees. Maintain existing grades within drip line of trees. B. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by qualified arborist, unless otherwise indicated 1. Root Pruning: Prune tree roots exposed during grade lowering. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots with sharp pruning instruments; do not break or chop. C. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations. D. Moderate Fill: Where existing grade is more than 6 inches, but less than 12 inches, below elevation of finish grade, place drainage fill, filter fabric, and topsoil on existing grade as follows: 1. Carefully place drainage fill against tree trunk approximately 2 inches above elevation of finish grade and extend not less than 18 inches from tree trunk on all sides. For balance of area within drip -line perimeter, place drainage fill up to 6 inches below elevation of grade. 2. Place filter fabric with edges overlapping 6 inches minimum. 3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand grade to required finish elevations. 3.04 TREE PRUNING A. Prune remaining trees affected by temporary and new construction. B. Prune remaining trees to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by qualified arborist. C. Pruning Standards: Prune trees according to ANSI A300 as follows: 1. Type of Pruning: Crown cleaning. 2. Type of Pruning: Crown thinning. 3. Type of Pruning: Crown raising. 4. Type of Pruning: Crown reduction. 5. Type of Pruning: Vista pruning. 6. Type of Pruning: Crown restoration. D. Cut branches with sharp pruning instruments; do not break or chop. E. Chip branches removed from trees. Spread chips where indicated or as directed by Architect. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 5639 - 3 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 3.05 TREE REPAIR AND REPLACEMENT A. Promptly repair trees damaged by construction operations within 24 hours. Treat damaged trunks, limbs, and roots according to written instructions of the qualified arborist. B. Remove and replace dead and damaged trees that the qualified arborist determines to be incapable of restoring to a normal growth pattern. 1. Provide new trees of the same size and species as those being replaced; plant and maintain as specified in Division 2 Section "Trees and Shrubs." 2. Provide new trees of 6-inch caliper size and of a species selected by Architect when trees more than 6 inches in caliper size, measured 12 inches above grade, are required to be replaced. C. Aerate surface soil, compacted during construction, 10 feet beyond drip line and no closer than 36 inches to tree trunk. Drill 2-inch- diameter holes a minimum of 12 inches deep at 24 inches o.c. Backfill holes with an equal mix of augured soil and sand. 3.06 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted. B. Disposal: Remove excess excavated material, displaced trees, and excess chips from Owner's property. END OF SECTION ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 5639 - 4 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT SECTION 32 0130 LANDSCAPE MAINTENANCE PART 1 -GENERAL 1.01 DESCRIPTION A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. B. Work Included: Provide Landscape Maintenance, complete as specified. 1. Work in this Section includes, but is not limited to, furnishing all labor, materials, equipment and incidentals needed to provide complete landscape and irrigation maintenance program to the Owner during the installation period and for (90) days following date of Final Acceptance. Maintenance items shall include all items constructed under this Contract. 2. Work specifically included for maintenance includes: a. Watering, pruning, weed control and replacement of mulch for trees, shrubs, groundcovers, and perennials. b. Mowing, edging, fertilization, watering and weed control within turf areas. c. Winter watering as required. d. Monthly site inspection of potential insect, pest and disease problems and filing of monthly status report. e. Weekly clean-up of trash, litter and debris. 3. Work which may be required under this Section, but which if required will be considered a claim for extra work (see General Conditions), include the following: a. Insect, pest and disease control. b. Plant replacement due to theft, vandalism, or accidental damage by others after final acceptance. (Supplemental unit prices will apply for one (1) year following final acceptance). C. Repair of damages to the irrigation system which have not been caused by Contractor's maintenance practices or negligence. C. Related Work in Other Sections: Soil Preparation - Section 32 9113 Seeding - Section 32 9200 Trees, Shrubs and Groundcover - Section 32 9300 1.02 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. Perform all work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work. 2. Provide for all inspections and permits required by Federal, State, or local authorities in furnishing, transporting, and installing of all agricultural chemicals. B. Applicable Standards: Workmanship and overall maintenance program shall conform to the highest level of industry standards. C Work Force: ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 1 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 1. Experience: The landscape maintenance firm shall have a full time foreman assigned to the job for the duration of the contract. He shall have a minimum of four years experience in landscape maintenance supervision, with experience or training in entomology, pest control, soils, fertilizers and plant identification. 2. Labor Force: The landscape maintenance firm's labor force shall be thoroughly familiar and trained in the work to be accomplished and perform the task in a competent, efficient manner acceptable to the Owner. 3. Supervision: The foreman shall directly employ and supervise the work force at all times. Notify Landscape Architect of all changes in supervision. 4. Identification: Provide proper identification at all times for landscape maintenance firm's vehicles and labor force. 1.03 SUBMITTALS A. Submit two (2) copies each of the following items: 1. Schedule of maintenance operations and monthly status report including list of all equipment and materials proposed for the job. 2. All licenses and insurances required by the local governing authority and the State of Vermont pertaining to this work. 3. Monthly record of all herbicides, insecticides and disease control chemicals used for the project. A. Site Visit: At beginning of maintenance period, visit and walk the site with the Landscape Architect to clarify scope of work and understand existing project/site conditions. B. Documentation of Conditions: Document general condition of existing trees, shrubs, vines, groundcovers and lawn recording all plant materials which are damaged or dying, if any. C. Irrigation System: Document general condition of existing irrigation system, making sure that faulty electrical controllers, broken or inoperable sprinkler heads or emitters are reported. 1.05 SCHEDULING A. Perform all maintenance during hours mutually agreed upon between Owner and Contractor. B. Work force shall be present at the project site at least once a week and as often as necessary to perform specified maintenance in accordance with the approved maintenance schedule. PART2-PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Fertilizers: Sierra Chemical Company 1001 Yosemite Drive Milipitas, CA 95035 (408) 263-8080 W.R. Grace and Co. Agricultural Chemicals Group Memphis, TN 38101 ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 2 SE GROUP It.] PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT BFC Chemicals, Inc. Wilmington, DE 19805 Or Approved Equal Product Herbicides: Chevron Chemical Company 575 Market Street San Francisco, CA 94105 (415) 894-0880 Rhone-Poulenc Chemical Company Agro Chemical Division P.O. Box 125 Mon Mouth Junction, NJ 08852 (201) 297-0100 2.02 A. B. C. Ciba-Geigy Corporation Agricultural Division P.O. Box 1830 Greensboro, NC 27419 (919) 292-7100 Elanco Products Company 740 S. Alabama St. Indianapolis, IN 46285 (317) 261-3638 The DOW Chemical Company P.O. Box 1706 Midland, MI 48640 (517) 636-0236 3M Company -Agri Chemicals Project 3M Center, Bldg. 223-6SE St. Paul, MN 55144 (317)261-3000 Or Approved Equal Product MATERIALS t, unless otherwise indicated, shall be provided by the General: All materials and equipmen Contractor. Water: Clean, potable and fresh, furnished and paid for by the Owner. Fertilizers: 1. Tightly -compressed, slow -release and long-lasting complete fertilizer tablets bearing manufacturer's label of guaranteeds of fmicals ertilizers with a blend of coated 2. Balanced, once -a -season applicationphosphorus and potassium, and uncoated, prills which supply controlled -release nitrogen rapidly soluble prills containing nitrogen and phosphorous. ISSUED FOR PERMIT July 11, 2013 LANDSCAPE MAINTENANCE3o3 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT D. Herbicides, Insecticides, and Fungicides: 1. Obtain best quality materials with original manufacturers' containers, properly labeled with guaranteed analysis. 2. Use non -staining materials. E. Annuals/Perennials: Nursery -grown in 4 in. or 6 in. pots, full, healthy plants just ready to bloom. F. Lawn Seed for Reseeding: Match seed mix specified for project.. G. Replacement Tree Guys, Stakes, Ties and Wires: Match existing materials on the site. Provide detail(s) in 8-1/2 in. x 11 in. format if necessary. PART 3 - EXECUTION 3.01 GENERAL A. Duration: Continuously maintain each plant and each portion of groundcover area after installation, during progress of work, and for a period of 90 days after completion of all planting work until Final Acceptance. B. Protection: 1. Protect all planting areas from damage of all kinds from beginning of work until Final Acceptance. 2. Maintenance includes temporary protection fences, barriers and signs as required for animal protection. C. Replacements: 1. Immediately treat or replace all plants which become damaged or injured as a result of Contractor's operations or negligence, as directed by Landscape Architect at no additional cost to Owner. 2. Replacement plants shall be of acceptable size, condition and variety. 3.02 TREES, SHRUBS AND VINES A. Watering Basins: 1. Maintain all watering basins around plants so that enough water can be applied to establish moisture through major root zones. 2. For supplemental hand watering of watering basins, use a water wand to break the water force. Do not permit crown roots to become exposed to air through dislodging of soil and mulch. 3. Maintain originally called for depth of mulch to reduce evaporation and frequency of watering. 4. In rainy season, open basins to allow surface drainage away from the root crown where excess water may accumulate. Restore watering basins at end of rainy season. B. Resetting: Reset plants to proper grades or upright position. C. Weed Control: 1. All areas between plants, including watering basins, shall be weed free. 2. Use only recommended and legally approved herbicides to control weed growth. 3. Control weeds through proper cultural practices including cultivation, hand removal and ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 4 SE GROUP E F PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT hoeing, being careful to avoid damage to plant material. 4. Proceed with the application of pre -emergent and selective systemic herbicides only at the approval of the Owner's Representative. Pruning: 1. Prune trees to select and develop permanent scaffold branches that are smaller in diameter than the trunk or branch to which they are attached, and which have vertical spacing of 18 in. to 48 in. in radial orientation so as not to overlay one another. 2. Prune trees to eliminate diseased or damaged growth, and narrow V-shaped branch forks that lack strength. Reduce toppling and wind damage by thinning out crowns. 3. Prune trees to maintain growth within space limitations, maintaining a natural appearance and balancing crown with roots. p") of young trees will not be permitted. 4. Stripping of lower branches ("raising u 5. Retain lower branches in a "tipped back" or pinched condition to promote caliper trunk growth (tapered trunk). Do not cut back to fewer than six buds or leaves on such branches. Only cut lower branches flush with the trunk after the tree is able to stand erect without staking or other support. 6. Thin out and shape evergreen trees when necessary to prevent wind and storm damage. Do primary pruning of deciduous trees during the dormant season. Do not permit any pruning of trees prone to excessive "bleeding" during growth season. 7. Prune damaged trees or those that constitute health or safety hazards at any time of year as required. 8. Make all cuts clean and close to the trunk, without cutting into the branch collar. "Stubbing" will not sh th trunk or lateral branch. ke cuts (1 in. in bdiameter e permitted. to or larger) parallel eshoulder lr ngs with the top edge of the acut larger gthe trunk or lateral branch. 9. Branches too heavy to handle shall be precut in three stages to prevent splitting or peeling of bark. Make the first two cuts 18 in. or more from the trunk to remove the branch. Make the third cut at the trunk to remove the resulting stub. 10. Do not prune or clip shrubs into balled or boxed forms unless specifically called for by design. 11. Clip shrubs to be hedged when branches project 2 in. beyond limit of clipped hedges own on the Drawings. Staking or Guying of Trees: 1. Inspect stakes and guys at least once a month to check for rubbing that causes bark wounds. 2. Conform to the recommended procedures of staking and guying as outlined in Section 32 9300 Trees, Shrubs and Groundcovers. Maintenance of Existing Trees and Shrubs to Remain: 1. General: Conform to all applicable paragraphs regarding pruning, watering, spraying and fertilizing of new plant materials as specified in this section. 2. Be alert to symptoms of construction damage to root systems of existing trees and shrubs as evidenced by wilting, unseasonal or early flowering or loss of leaves, and insect or disease infestation due to declining vigor. 3. Give notification in writing of all evidence of declining tree or shrub vigor immediately upon discerning the problem. Take appropriate interim measures to mitigate the severity of the problem as specified in this section. 4. Submit written proposal and cost estimate for the correction of all conditions before proceeding with permanent correction work. LANDSCAPE MAINTENANCE ISSUED FOR PERMIT 32 0130- 5 July 11, 2013 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 3.03 GROUNDCOVERS A. Watering: 1. Check for moisture penetration throughout the root zone at lease twice a month. 2. Water as frequently as necessary to maintain healthy growth of groundcovers. 3.04 LAWNS A. Watering: 1. Water lawns at such frequency as weather conditions require, to replenish soil moisture to 6 in. below root zone. 2. Provide a total of 2 in. of water weekly during hot summer weather, in three (3) applications per week. 3. Water at night if irrigation system is electrically controlled. Otherwise, watering shall be done during early mornings. B. Weed Control: 1. Control broadleaf weeds with selective herbicides. 2. In areas where crabgrass has infested the lawn, apply a selective post -emergent herbicide as soon as possible, and prior to flowering. 3. Apply pre -emergent herbicides such as Dacthal, Balan, or Betasan prior to crabgrass germination. 4. Do not irrigate for 48 hours after application of all herbicide sprays. 5. Coordinate application of herbicides with thatch control and reseeding schedule as described below. C Mowing and Edging: 1. Mow lawns when they reach 2 in. high. D Reseeding of Lawn Areas: Match existing seed mix of adjacent areas. E Renovating: 1. Top Dress Fertilizer: See Section 02930 - Lawns and Grasses. 3.05 SEEDED GRASSES A Watering: 1. Water lawns at such frequency as weather conditions require, to replenish soil moisture to 6 in. below root zone. 2. Provide a total of 1 in. of water weekly during hot summer weather, in one (2) applications per week. 3. Water at night if irrigation system is electrically controlled. Otherwise, watering shall be done during early mornings. B. Weed Control: 1. Control broadleaf weeds, primarily Canadian Thistle with selective herbicides. 2. In areas where crabgrass has infested the lawn, apply a selective post -emergent herbicide ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 6 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT as soon as possible, and prior to flowering. 3. Apply pre -emergent herbicides such as Dacthal, Balan, or Betasan prior to crabgrass germination. 4. Do not irrigate for 48 hours after application of all herbicide sprays. 5. Coordinate application of herbicides with thatch control and reseeding schedule as described below. C. Mowing and Edging: 1. Mow grasses as directed by the Owner. D. Reseeding of Lawn Areas: Match existing seed mix of adjacent areas. E. Renovating: 1. Top Dress Fertilizer: Top dress with 1/4" of compost in early spring. 3.06 ANNUALS AND PERENNIALS A. Watering: 1. Species, sizes of plants, container sizes and orientation shall dictate frequency of watering. Submit to Owner a watering schedule for different seasonal requirements. B. Weed Control: All planting beds with annuals and perennials shall be weed -free at all times. C. Pruning: 1. Limit pruning to removal of damaged or dead twigs and foliage. 2. Remove spent flowers on a weekly basis. D. Replacements of Annuals: 1. Replace annuals when materials exhibit a "spent' condition. 2. Thoroughly cultivate soil after removal of "spent' or "dead" plants prior to planting new materials. 3. Incorporate slow release fertilizers and rake smooth. 3.07 INSECTS, PESTS, AND DISEASE CONTROL A. Inspection: Inspect all plant materials for signs of stress, damage and potential trouble from the following: 1. Presence of insects, moles, voles, gophers, ground squirrels, snails and slugs in planting areas. 2. Discolored or blotching leaves or needles. 3. Unusually light green or yellowish green color inconsistent with normal green color of leaves. B. Personnel: Perform spraying for insect, pest and disease control only by licensed, qualified, trained personnel. C. Application: Spray with extreme care to avoid all hazards to any person or pet in the area or adjacent areas. ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 7 SE GROUP 3.9 THE 90 DAY MAINTENANCE PERIOD PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT A. Preliminary Review: As soon as all plantings are completed per Contract Documents, hold a preliminary review to determine the condition of the work. B. Date of Review: Submit a written request at least five (5) working days prior to anticipated date of review. C. Beginning of the 90 Day Maintenance Period: The date on which the Landscape Architect issues a letter of Preliminary Acceptance to the Contractor. 3.10 FINAL ACCEPTANCE A. Acceptance: 1. Work will be accepted by the Landscape Architect upon satisfactory completion of all work, including maintenance period, but exclusive of replacement of materials under the Warranty Period. 2. Submit a written request to Landscape Architect for review of Final Acceptance at least five (5) working days prior to anticipated Final Review date, which is at the end of the Maintenance Period. B. Corrective Work: 1. Work requiring corrective action or replacement shall be performed within ten (10) calendar days after the Final Review. 2. Perform corrective work and materials replacement in accordance with the Drawings and Specifications, and shall be made by the Contractor at no cost to the Owner. 3. After corrective work is completed, the Contractor shall again request a Final Review for Final Acceptance as outlined above. 4. Continue maintenance of all landscaped areas until such time as all corrective measures have been completed and accepted. C. Conditions for Acceptance of Work at End of Maintenance Period: 1. Each plant shall be alive and thriving, showing signs of growth and no signs of stress, disease, or any other weaknesses. 2. All plants not meeting these conditions shall be replaced and a 90 Day Maintenance Period commenced for such plants. D. Final Acceptance Date: The date on which the Landscape Architect issues a Letter of Final Acceptance. Upon Final Acceptance, the Owner will assume responsibility for maintenance of the work. 3.11 WARRANTY PERIOD AND REPLACEMENTS OF PLANT MATERIALS A. Specific Requirements: 1. Seeding and Sodding - Refer to Section 32 9200. 2. Trees, Shrubs and Groundcover - Section 32 9300. a. Vigor: Warrant that all trees and shrubs planted under this Contract will be healthy and in flourishing condition of active growth one year from date of Final Acceptance. Similarly warranty perennial and groundcover for one full growing season from date of Final Acceptance. b. Condition of Plants: Plants shall be free of dead or dying branches and branch tips, ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 8 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT with all foliage of a normal density, size and color. C. Replacements: As soon as weather conditions permit, replace, without cost to Owner all dead plants not in a vigorous, thriving condition, as determined by Project Manager during and at the end of Warranty Period. Replacement trees shall extend warranty period correspondingly for one year from date of replacement planting. d. Exclusions: Contractor shall not be held responsible for failures due to neglect by Owner, vandalism, etc., during Warranty Period. Report such conditions in writing to the Landscape Architect. 3. Warranty period shall begin when Landscape Architect issues letter for Final Acceptance. END OF SECTION ISSUED FOR PERMIT LANDSCAPE MAINTENANCE July 11, 2013 32 0130- 9 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT SECTION 32 9113 SOIL PREPARATION PART 1 - GENERAL 1.01 DESCRIPTION A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. B. Work Included: Provide all products and execute all labor to achieve soil preparation, complete as shown and as specified. C. Related Work in Other Sections: Seeding - Section 32 9200 Trees, Shrubs and Groundcover - Section 32 9300 Landscape Maintenance - Section 32 0130 D. Work Under Another Contract: Rough Grading 1.02 QUALITY ASSURANCE A. Submit certificates of inspection required by law for transportation with invoice. File copies of certificates after acceptance of material. B. Inspection by governmental officials at point of origin does not preclude rejection of materials at project site. , 1.03 PROJECT CONDITIONS A. Protection of Existing Plants to Remain: See Section 32 9300 - Trees, Shrubs and Groundcover. 1.04 SUBMITTALS A. Samples and Product Data: Prior to delivery to site, submit samples and manufacturers' literature for the following items: 1. Organic Amendments: 1 pint for each type 2. Topsoil: '/2 pound 3. Soil Mixes:'Y2 pound for each type 4. Sand: '/2 pound 5. Chemical Additives: 1 pint for each type B. Test Data: Laboratory test data for each specified material. 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING A. Labeling: Furnish standard products in unopened manufacturer's standard containers bearing original labels showing quantity, analysis and name of manufacturer. B. Storage: Store products with protection from weather or other conditions which would damage ISSUED FOR PERMIT SOIL PREPARATION July 11,2013 329113-1 SE GROUP or impair the effectiveness of the product. 1.06 ANALYSES OF SAMPLES AND TESTS PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT A. Sampling: Samples of materials may be taken and analyzed for conformity to specifications at anytime. Furnish samples as requested. B. Rejected Materials: Remove rejected materials immediately from the site at Contractor's expense. C. Testing Agency: Pay cost of initial soil testing and of materials not meeting specifications. 1.07 SOIL ANALYSIS A. Obtain an agricultural suitability analysis of all proposed soils to be used for this project from an accredited soils laboratory at the contractors cost. The analysis shall verify the suitability of the existing soils, analyze the existing soil texture, organic and chemical qualities and recommend additional soil amendments beyond those specified. Additional amendments recommended by the analysis beyond those specified shall be an additional cost. A minimum of three (3) samples shall be taken from the site. The soil amendments currently specified will be the minimum incorporated. 1.08 FINAL ACCEPTANCE A. Acceptance: Work will not be accepted until satisfactory completion of all soil preparation work. B. Notification: Give notification of completion of soil preparation prior to proceeding with planting operations. PART 2-PRODUCTS 2.01 TOPSOIL A. General Qualifications: 1. Composition: Use as a planting medium for the project only fertile, friable, well -drained soil, of uniform quality, free of stones over 1 in. diameter, sticks, oils, chemicals, plaster, concrete, pests and infestations and other deleterious materials. Submit soil analysis as indicated above in 1.07 for import topsoil. B. Areas to receive imported topsoil shall include backfill mix for trees and planter beds, all grass and planting areas. C. Imported Topsoil: Furnish imported topsoil from sources accepted by the Landscape Architect which meets the standards specified under "General Qualifications" above. 1. Verification: Quantity of topsoil to complete the work shall be calculated by the Contractor and included in their base bid price. 2. Analysis: Obtain an agricultural suitability analysis and soil texture analysis of the proposed topsoil from an accredited soils laboratory at Contractor's cost. 3. Acceptance: Submit soils analysis and recommendations to the Landscape Architect for acceptance. Amend topsoil per accepted soils analysis report. 4. Samples: The Landscape Architect reserves the right to take samples of the imported topsoil delivered to the site for conformance to the Specifications. 5. Rejected Topsoil: Immediately remove rejected topsoil off the site at Contractor's expense. ISSUED FOR PERMIT SOIL PREPARATION July 11, 2013 32 9113- 2 PIZZAGALLI PROPERTIES SE GROUP 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 6. Stockpiling: If stockpiling is requested, locations and amounts of stockpiles will be designated by Landscape Architect. 2.03 FINE SAND A. Physical Properties (dry weight basis): Percent Passing Sieve Size 4.76 mm (4, 4 mesh) 100 95-100 1.00 mm (#18, 16 mesh) 500 micron (#35, 32 mesh) 65-100 250 micron (#60, 60 mesh) 0- 50 0- 20 105 micron (#140, 150 mesh) 0- 5 53 micron (#270, 270 mesh) B. Chemical Properties: ion extract conductivity shall not exceed 3.0 milliohms/cm @ 25 1. Salinity: The saturat degrees C. 2. Boron: The concentration in the saturation extract shall not exceed 1.0 . pPm. e saturation 3, Sodium: The sodium absorption ratio (SAR) as calculated from analysis of th extract shall not exceed 6.0. 2.04 CHEMICAL ADDITIVES ot be used depending on the outcome of the soils The following additives may or may n ne agricultural suitability report. A. Ground Limestone: Agricultural limeSto #100tsieve and 90% aining not lesst l pass an o#20fsieve. acarbonates, ground to such fineness that 50% P 35% minimum B. Dolomite Lime: Agricultural grade mineral soil conditioner containing magnesium carbonate and 49% ini Kaiser,Inc.Mineral Products cium carbonate, OO/Departmenassing t, or'equal' Kaiser Dolomite 65 AG' as manufacture y C. Gypsum: Agricultural grade product containing 80% minimum calcium sulphate. Supplied by a commercial fertilizer supplier, containing 20% to D. 30%Iron iron and 35fate % tor40% sulphur. E. Sulphate of Potash: Agricultural grade containing 50% to 53% of water-soluble potash. F. Single Superphosphate: Commercial product containing 20% to 25% available phosphoric acid. G. Ammonium Sulphate: Commercial product containing approximately 21 % ammonia. H. Ammonium Nitrate: Commercial product containing approximately 34% ammonia. 1. Calcium Nitrate: Agricultural grade containing 15-1/2% nitrogen. J. Urea Formaldehyde: Granular commercial product containing 38% nitrogen. K. I.B.D.U. (Iso-Butyldiene Diurea: Commercial product containing 31% nitrogen. SOIL PREPARATION ISSUED FOR PERMIT 32 9113- 3 July 11, 2013 SE GROUP 2.05 HERBICIDE PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT A. Post Emergent Herbicide: Non -selective, systemic type herbicide; 'Roundup Concentrate Weed & Grass Killer' or approved equal. B. Pre -Emergent Herbicide: Enide 50W as manufactured by Tuco Division, Upjohn Co., Kalamazoo, Michigan. PART 3 - EXECUTION 3.01 SOIL PREPARATION A. General: 1. Moisture Content: Do not work soil when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in air or that clods will not break readily. Apply water, if necessary to bring soil to an optimum moisture content for tilling and planting. Maintain within 2 percent above or below optimum moisture content at all times during the work. 2. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, weeds, debris and other extraneous materials prior to amending existing soil and incorporating imported topsoil. 3. Weed Control: Weeds may require spraying with Round -up for eradication prior to cultivating them into the soil. Follow manufacturer's specifications for application and treatment. B. Preparation of Existing Soil to be Soil Conditioned: 1. Verification of Existing Grades: Verify that grades are within 1 in. plus or minus of the required finished grades or finish sub -grades. Report all variations. 2. Cultivation: Rip or cultivate all areas to be soil conditioned to a depth of 6 in. for all lawn and grass area and 10" for all perennial and ground cover immediately prior to amending existing soil. 3. Trees to Remain: Hand cultivate within the dripline of existing trees to remain. Depth of cultivation shall not exceed 2 in. Cultivate immediately prior to amending existing soil. 3.02 SOIL INSTALLATION A. General: 1. Install Landscape Backfill material in 12-18" lifts. 2. Blend the topsoil and compost together. 3. Maintain macro pores and peds in the soil mixture, avoid overworking the soil, which breaks them down. 4. Avoid excessive compaction, 3.02 SOIL COMPACTION A. General: 1. All Landscape Backfill for planting pits shall have a minimum compaction of 75%, but shall not exceed 80% compaction. 2. The contractor will be responsible to provide test results of the soil compaction for all planting pits at the contractor's cost. The contractor will be required to perform a bulk density test using a penetrometer to determine the soil compaction. 3. Contractor will be required to receive written approval by Landscape Architect that compaction requirements are met prior to continuing surface or underground work that ISSUED FOR PERMIT SOIL PREPARATION July 11, 2013 32 9113- 4 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT would prohibit any necessary corrective actions. 4. If it is determined the soil compaction does not meet the specified requirements, the contractor shall be required to take corrective actions. 3.04 SOIL CONDITIONING A. Backfill Mix for Perennial Planting Beds: 1. Excavate all perennial planting beds to a depth of 18" below finish grade, or as noted in details. Contractor is responsible to install all planting beds so they are continuous. 2. Backfill with mixture for plant beds consisting of the following: 85% Imported topsoil (with necessary amendments per analysis) 15% Organic compost (with necessary amendments per analysis) 3. Dispose of excess native site soil excavated from plant bed. 4. Prior to installation, confirm topsoil and compost soil being used meets all testing requirements. B. Backfill Mix for Tree & Shrub Planting Beds: 1. Excavate all tree planting beds found in green belt areas so bottom of tree rootball rests on undisturbed grade. 2. Excavate all tree planting beds found in non -green belt areas as noted in the details. 3. Excavate all shrub planting beds to a depth of at least 6" below the bottom of the rootball depth. Contractor is responsible to install all planting beds so they are continuous. 4. Backfill with mixture for plant beds consisting of the following: 85% Imported soil (with necessary amendments per analysis) 15% Organic Compost (with necessary amendments per analysis) 5. Prior to installation, confirm topsoil and compost soil being used meets all testing requirements. C. Topsoil used for lawn areas: Spread topsoil to achieve a uniform depth of 6" for lawn areas. Apply topsoil using a hand roller to lightly compact topsoil. Prior to installation, confirm topsoil meets all testing requirements. 3.03 WEED CONTROL A. Apply pre -emergent weed control to all areas to receive woody, non -lawn ornamental planting after amendment of topsoil. B. Spray all weeds that may have established prior to planting or sodding operations with post emergent herbicide. If rain occurs within 6 hours of application, reapply the product. Wait at least 7 days after last application to rake, till, or re -plant. C. Apply strictly according to manufacturer's current printed specifications. 3.04 DETRIMENTAL DRAINAGE, SOILS AND OBSTRUCTIONS A. Notification: Submit in writing all soils or drainage conditions considered detrimental to growth of plant materials. State condition and submit proposal and cost estimate for correcting condition. ISSUED FOR PERMIT SOIL PREPARATION July 11, 2013 32 9113- 5 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT B. Correction: Submit for acceptance a written proposal and cost estimate for the correction before proceeding with work. C. Obstructions: If rock, underground construction work, tree roots or other obstructions are encountered in the performance of work under this section, submit cost required to remove the obstructions to a depth of not less than 6 in. below the required soil depth. 3.05 CLEAN-UP A. Keep all areas of work clean, neat and orderly at all times. B. Clean up and remove all deleterious materials and debris from the entire work area prior to final acceptance. END OF SECTION ISSUED FOR PERMIT July 11, 2013 SOIL PREPARATION 32 9113- 6 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT SECTION 32 9200 SEEDING AND SODDING PART 1 —GENERAL 1.01 SCOPE Furnish all labor, materials, supplies, equipment, tools, and perform all operations in connection with and reasonably incidental to complete the installation of sod and seed, and guarantee/warranty as shown on the drawings and as specified herein. Items of work specifically include but are not limited to: sodding, seeding, fertilizer, straw mulch, and maintenance. 1.02 WORK NOT INCLUDED Earthwork and grading, planting trees, shrubs, and groundcovers, and irrigation. 1.03 RELATED WORK Section 32 9300 - Trees, Shrubs and Groundcovers 1.04 QUALITY ASSURANCE A. Seed Materials: Subject to inspection and acceptance. Owner's Representative reserves the right to reject at any time or place prior to acceptance, any work, and seed materials which in the opinion of the Owner's Representative fails to meet these specification requirements. Inspection: Primarily for quality; however, other requirements are not waived even though visual inspection results in acceptance. Inspection will be made daily during seeding operations, at completion and at end of warranty period by Owner's Representative. 1.05 REFERENCES A. Reference Standards: U.S. Department of Agriculture Rules and Regulations under Federal Seed Act and equal in quality to standards for Certified Seed. 1.06 SUBMITTALS A. Seed Certificates: State, Federal and other inspection certificates shall accompany the invoice for materials showing source or origin. Submit to Owner's Representative prior to acceptance of material. B. Sod: Provide analysis of sod species from grower, indicating type and percentage of seed used to develop sod. C. Fertilizers: Furnish delivery receipts for all organic and chemical fertilizers used. D. Warranty: At completion of work, furnish written warranty to Owner based upon requirements as specified. ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 1 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT E. Hydromulch: Furnish analytical data for all hydromulch. 1.07 DELIVERY, STORAGE, AND HANDLING A. General: Comply with Section 01600. B. Seed: Deliver seed to site in original unopened container bearing manufacturer's guaranteed seed analysis, name, trade name, trademark, warranty and conformance to state law. 1. Store seed in cool, dry place prior to application. 2. Material shall be inspected upon arrival at job site. 3. Unacceptable materials shall be immediately removed from job site. C. Fertilizer: Deliver inorganic or chemical fertilizer to site in original unopened container bearing manufacturer's guaranteed chemical analysis, name, trade name, trademark, warranty and conformance to state law. 1. Material shall be inspected upon arrival at job site. 2. Immediately remove unacceptable material from job site. 1.08 ENVIRONMENTAL CONDITIONS A. Existing Conditions: 1. Import and place any fill material required to adjust the fine grade to meet drainage requirements or to match hard surface fine grades. 2. Vehicular accessibility on site shall be as directed by Owner's Representative. Repair damage to prepared grounds and surfaces caused by vehicular movement during work under this section to original condition at no additional cost to Owner. 3. Environmental Requirements: Do not install sod on saturated or frozen soil. 1.09 GUARANTEE AND REPLACEMENT A. Seed: Warrant seed for a period of one year from date of Substantial Completion to be in a healthy, vigorous growing condition. During the original warranty period, replace at once all seed areas that die due to natural causes, etc., or which in Owner's Representative opinion are unhealthy. Replacement will not be required in any season definitely unfavorable for seeding. Install replacements as originally specified and warranted. Seed shall be visibly germinated in twenty days, with 50% coverage in 45 days and 90% coverage in 60 days. Any deficiency shall be reseeded until a suitable coverage is achieved. 1.10 MAINTENANCE A. General: The maintenance period shall begin immediately after each area is sodded or seeded and continue until final acceptance of entire project, which is one year from date of accepted substantial completion. During this time, the Contractor shall be responsible for watering, mowing, spraying, weeding, aerating, fertilizing, and all related work as necessary to ensure that seeded areas are in a vigorous growing condition. Furnish all supervision, labor, material and equipment to maintain turf areas, including winterization and start-up procedures. B. Materials: Conform to specification or otherwise be acceptable to Owner's Representative. ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 2 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT C. Watering: Initially water seeded areas upon completion of convenient work areas until installation is complete. Water seeded areas sufficiently to moisten subsoil at least 4" deep in a manner not to cause erosion or damage to adjacent finished surfaces. Water shall be free of substances harmful to plant growth. For frequency of watering, see the Landscape Maintenance specification. D. Fertilizing: If work has not received final acceptance within 45 days after initial fertilizer application to sodded areas, repeat fertilizer application to maintain optimal sod vigor. E. Mowing and Trimming: Mow and trim around trees (keeping mulch in saucers and beds), walls, fences, etc., maintaining turf at 2" to 2-3/4" height. Do not remove more than 33% of grass leaf in single mowing. Remove grass clippings from pavement areas. F. Re -seeding: Reseed all areas larger than 2 sq. ft. not having healthy, uniform stand of grass. G. Weed Control: As required, using selective herbicides approved by Owner's Representative. H. Insect and Disease Control: As required, using insecticides and fungicides approved by Owner. PART 2-PRODUCTS 2.01 QUALITY All materials used for seeding shall be new and without flaws or defects of any type, and shall be the best of their class and kind. 2.02 SEED MIXES Seed for turf mixes shall be certified seed; fresh, clean, new crop seed, composed of the varieties as specified, conforming to tests as specified, and applied at the rate shown. All seed shall be mixed by the wholesale dealer. The seed shall be mixed in the proportions necessary to obtain the application rate specified. Submit dealer's certification of composition of mixture, percentage of purity, germination, maximum weeds of each seed mix, and supply total number of pounds of grass seed required per 1,000 S.F. based on volume of seed mix. Deliver to site in unopened bags with seed tags attached. Seed Mix Type A: Green Mountain Special Mix: Pure Live Seed Max. Weeds Common Name % by Weight % by Weight Creeping Red Fescue 40% 0.30% Kentucky Bluegrass 20% 0.30% Perennial Ryegrass 40% 0.30% Application Rate: 41bs per 1,000 sf Supplier: Oliver Seed Company ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 3 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT 2.03 TURFGRASS SOD A. Turfgrass Sod: Complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Sod of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: Full Sun: a. 50 percent Kentucky bluegrass. b. 40 percent creeping red fescue C. 10 percent perennial ryegrass. 2.04 WATER A. Verify availability of water. It is the intent that all plant materials receive water immediately after installation. 2.05 FERTILIZER A. Pre -plant fertilizer for sodded turf shall be Triple Super Phosphate (0-46-0). No fertilizer shall be applied to seed mix areas. B. When applied as a topsoil amendment, fertilizer shall have an analysis that will deliver appropriate amounts of nitrogen, phosphorus, and potassium as required to remedy deficiencies revealed by testing of the topsoil. C. When used as a top dressing for the maintenance of sod, fertilizer shall conform to the following: Constituent % Present by Weight Nitrogen (N) 10 Phosphorous (P) 8 Potassium (K) 4 1. 50% of nitrogen shall be derived from natural organic sources of ureaform. 2. Available phosphorous shall be derived from superphosphate, bone meal, or tankage. 3. Potassium shall be derived from muriate of potash containing 60% potash. D. Fertilizer shall be delivered in manufacturer's standard container printed with manufacturer's name, material weight, and guaranteed analysis. E. Fertilizers with N-P-K analysis other than that stated above may be used provided that the application rate per square foot of nitrogen, phosphorous, and potassium is equal to that specified. 2.06 HYDROMULCH A. Wood Cellulose Fiber Mulch: Wood cellulose fiber mulch shall be for use with hydraulic application of grass seed and fertilizer. Fiber shall not contain germination or growth inhibiting factors. It shall be dyed an appropriate color to allow visual metering of its application. The fiber shall be sprayed uniformly on the soil surface, providing a cover that readily absorbs water and infiltration to the soil below. Suppliers shall be prepared to certify that laboratory and field ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 4 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT testing of their product has been accomplished, and that it meets all of the foregoing requirements. 1. Hydro -Mulch: "Silva -Fiber" manufactured by Weyerhaeuser Company. 2. Tackifier: "M-Binder" manufactured by Ecology Controls. B. Fertilizer for Tank Mix: Shall be 13-13-13 grade, pelleted, uniform in composition, free -flowing, and suitable for application with approved equipment. Fertilizer shall be delivered to the site fully labeled, conforming to the applicable state fertilizer laws, and bearing the name or trademark and warranty of the producer. PART 3 - EXECUTION 3.01 INSPECTIONS AND REVIEW A. Site inspection and review: Verify that existing site conditions are as specified and indicated before beginning work under this section. Verify layout of seeded areas as indicated prior to starting operations. Verify fine grading is complete and accepted by the Owner and is within +/- 0.10 ft. of grades indicated on plans. B. Unsatisfactory Conditions: Report in writing to Owner with copy to Owner's Representative. C. Beginning of work in this section implies acceptance of existing conditions by the Contractor. 3.02 SITE PREPARATION A. Responsibility: 1. Contractor shall be responsible for proper repair to landscape, utilities, fences, pavements and other site improvements damaged by seeding operations under this Section. 2. Contractor shall pay for repairs to existing site improvements damaged during construction at no cost to the Owner. 3. Contractor shall identify prepared sod areas requiring protection and shall provide traffic control. B. Clearing: Prior to any soil preparation, existing vegetation not to remain and which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations, the ground surface shall be cleared of materials which might hinder final operations. C. Seeding Areas: Remove weeds, debris, rubble, rocks, and plant material larger than 1/2" not scheduled to remain. D. Repair: Re-establish grade and specified conditions to existing or damaged sod areas prior to placing sod. Provide smooth grade transitions at interface with existing sod areas. E. Fine Grading: Perform as required to maintain positive drainage, prevent ponding and direct run-off into catch basins, drainage structures, etc., and as required to provide smooth well - contoured surface prior to proceeding. Tolerance: +/-0.10 ft. F. Inspection: Do not lay sod until base preparation and planted depth of trees and shrubs has been inspected and accepted by Landscape Architect. ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 5 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT G. Coordinate restoration of fine grade to establish the subgrade at the following depths below design finished grade: a. Sodded areas b. Seeded areas Adjacent to Curbs & Other Open Hard Surfaces Areas 3/4" 0" + 1 /4" 1 /4" 0" + 1 " H. Prior to seeding low maintenance grasses, irrigate for a minimum of three weeks to allow germination of weed seeds. Apply Round -Up herbicide per manufacturer's specifications after germination of weed seeds and at least two weeks prior to tree planting and seeding the low maintenance grasses. Do not spray Round -Up herbicide on a day when wind is detectable. Remove remaining vegetative matter prior to seeding. 3.03 FERTILIZING A. Turf Soil Preparation: Spread the following amendments over the entire irrigated turf and incorporate into the top four inches of soil by discing or roto-tilling until a uniform mixture is obtained with no pockets of soil or amendments remaining: 1. Pre -planting Fertilizer: (0-46-0), 6.5 lbs./1,000 S.F. B. Fertilizer and conditioners shall be applied at the following rates: 1. Fertilizer - as required by test results of topsoil. C. Subsequent Applications: Distribute fertilizer uniformly at a rate of 1 lb. actual nitrogen per 1,000 S.F. using 20-5-10 with at least 50% Sulfur coated Urea. (Note: This fertilizer application only applies if project has not been accepted by Landscape Architect by this date). D. Do not amend the seed mix area soils. 3.04 GRASS SEEDING A. Broadcast Seeding: Mix seed with clean, dry sand for broadcast distribution at the rate of 4 parts sand to 1 part seed. Seed at the rates given below. Seed in two passes at right angles to one another. Sow half the seed in each pass. Provide markers or other means to assure that the successive seeded strips will overlap or be separated by a space no greater than the space between the rows planted by the equipment being used. Incorporate seed to W depth with hand rakes or other mechanical methods. Do not seed during windy weather. Restore fine grade after seeding as requested by Owner's Representative. Remove irregularities by hand raking or rolling. B. Seeding Rates: 1. Mountain Green Slope Mix: Four (4) pounds per 1,000 square feet. 2. Catamount Supreme: Four (4) pounds per 1,000 square feet. ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 6 SE GROUP 3.05 SEED ESTABLISHMENT PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT A. All seeded grass areas are to be assured of obtaining a satisfactory stand of growth. The total area occupied by bare spots larger than 0.5 square feet must not exceed ten percent (10%) of the total seeded area. Maximum single bare spot size of non -irrigated seed is two (2) square feet. All seeded grass areas which do not meet the satisfactory stand of growth qualification shall be reseeded with additional straw mulch applied by mechanical crimper. C. Re -seed areas in May following initial seeding that in the opinion of the Owner's Representative are not adequately established. D. After one growing season, there shall be no visual difference between seed and healthy non - irrigated seed areas. 3.06 HYDROMULCH A. Hydro -mulch all seeded areas. Mix ingredients to form a homogeneous slurry. Using the color of the mulch as a metering agent, spray the slurry mixture uniformly over the designated seeded area. B. The mixture shall be applied at a rate of 2,000 lbs. per acre for Silva -Fiber, 800 lbs. per acre for fertilizer, and of 70 lbs. per acre for M-Binder. C. Hydro -mulching shall not be done in the presence of surface water. Thoroughly clean site amenities after mulching. 3.07 NOTIFICATION OF INSPECTION A. Notification: Give notice requesting inspection by Owner's Representative at least 7 days prior to the anticipated date of completion. All sod must be alive and healthy in order to be considered complete. B. Deficiencies: If deficiencies exist, Owner's Representative shall specify such deficiencies to the Contractor who shall make satisfactory adjustments and will again notify the Owner's Representative for final inspection. 3.08 CLEANING A. Cleaning: Remove pallets, unused sod, and other debris from site. Clean paved and finished surfaces soiled as a result of work under this Section. Remove debris from all drainage inlets and structures. 3.09 PROTECTION A. General: Provide and install barriers as required and as directed by Owner's Representative to protect sodded areas against damage from pedestrian and vehicular traffic until acceptance by Owner. END OF SECTION ISSUED FOR PERMIT SEEDING AND SODDING July 11, 2013 32 9200 - 7 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT SECTION 32 9300 TREES, SHRUBS AND GROUNDCOVERS PART 1 - GENERAL 1.01 DESCRIPTION A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. B. Work Included: Provide planting of trees, shrubs, groundcover, perennials and bulbs complete as shown and as specified. C. Related Work in Other Sections: Soil Preparation - Section 32 9113 Seeding - Section 32 9200 1.02 QUALITY ASSURANCE A. Certificates: Submit certificates of inspection as may be required by local law for transportation of each shipment of plants along with invoice. File copies of certificates after acceptance of material. Inspection by Federal or State Governments at place of growth does not preclude rejection of plants at project site. B. Applicable Standards: Apply standards for plant materials as described in the following: "American Standard for Nursery Stock," May 2, 1986 Edition, American Association of Nurserymen, Inc. This shall supersede these criteria in the event of contradiction or ambiguity. Hortus III - 1976 Edition, Bailey Horatorium, Cornell University. 1.03 PROTECTION OF EXISTING PLANTS TO REMAIN A. General: 1. Contractor shall make every effort to minimize or prevent tree damage that may result from proposed construction activities. 2. Trees to be saved or removed shall be clearly identified in the drawings. Removal of designated trees shall also include stump grinding. B. Soil Compaction: To prevent soil compaction, designated routes for equipment and foot traffic by work crews shall be predetermined prior to commencing construction activities. These routes shall be marked at the site, before construction commences, with durable fencing material that is a minimum of four feet in height (flagging tape or any other material that may be torn down, moved, or accessed through is not acceptable). It shall be the responsibility of the project supervisor to inform all construction crew members on the site of access route location, and to ensure that only these routes are used. To prevent tree root smothering, soil, supplies, equipment or any other material shall not be piled within dripline. Material shall not be placed within dripline or less than 15 feet from ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 1 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT trunk, whichever is greater, of pyramidal or columnar shaped trees. 4. No heavy objects such as wood pallets, metal railings, etc., shall lean against or come into contact with tree trunk. C. Root Protection: 1. Tree roots shall not be cut unless cutting is unavoidable. 2. When root cutting is unavoidable, a clean sharp cut shall be made to avoid shredding or smashing. Exposed roots shall be covered immediately to prevent desiccation. Whenever possible, tree roots should be cut between late fall and bud opening, when root energy supplies are high and conditions are least favorable for disease causing agents. 3. When more than one root that is two inches or greater in diameter of any public tree is cut, supplemental watering is necessary if tree lacks an operational sprinkler system. Contractor shall provide watering at his or her own expense. 4. The Landscape Architect shall be notified of any cutting of more than one tree root having thickness greater than four inches. Trenches shall be hand dug around tree roots with a diameter of four inches or more or when in close proximity to low branching trees. 5. Paths and paving levels should be contoured sufficiently to avoid cutting surface tree roots. Whenever possible, tree roots should be bridged or floated over with paths. D. Tree Fencing: Fencing material shall encircle any tree whose outer dripline edge is within 20 feet of any construction activities. Fencing material shall be a bright, contrasting color, durable, and a minimum of four feet in height (See Figure 2). Posts used shall be comparable to metal T-post or heavier weight, and placed to a depth or no less than two feet below ground level. Fencing material shall be placed at the drip line or 15 feet from tree trunk, whichever is greater, and maintained in an upright position throughout the duration of construction activities. E. Attachment of Foreign Materials to Trees: The attachment or installation to trees of any metal material, sign, cable, wire, nail, swing, or any other material that is foreign to the natural structure of the tree, is prohibited. Standard arboricultural techniques (such as bracing and cabling) that are performed by tree professionals are excepted. F. Maintenance Requirements: Additional maintenance may be required by Contractor for all existing trees in close proximity to construction activities to reduce stress related tree problems. Root Protection: a. Trees having roots cut between the months of March and August may be required to receive supplemental deep root watering once per week for a minimum of two months after the date of the root cut. When roots are cut between September 1 and October 15, supplemental watering is needed once per week until October 31. b. Tree roots shall not be fertilized for a period of one year following the cessation of construction activities. Compaction Mitigation: a. Soil around tree drip line shall be aerated before and after construction activities. This is necessary even when compaction results from heavy foot traffic. Conventional turf aeration equipment is acceptable, although the Landscape Architect may approve deeper aeration. b. When foot traffic or equipment use is unavoidable within the drip line, the area within drip line shall be mulched with wood chips to a depth of six inches prior to construction activity. Six inch mulch depth shall be maintained for the duration of the project, and shall be removed upon completion. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 2 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 4. Pruning: No pruning shall occur during or after construction activities except for the removal of dead or damaged branches, or to prevent branch damage. Pruning of healthy branches shall be delayed for a period of two years. G. Replacement of Damaged Plants: 1. Replace existing plants to remain which are damaged during construction with accepted plants of the same species and size as those damaged at no cost to Owner. 2. Landscape Architect will determine extent of damage and value of damaged plants. 1.04 SUBMITTALS A. Samples: Submit prior to delivery to site. Attach product name, address of manufacturer and/or supplier to each sample. 1. Mulch: One (1) pint each type. 2. Nylon Tree Strap: One (1) each type. 1.05 WORK SCHEDULE A. Proceed with the work as rapidly as the site becomes available, consistent with normal seasonal limitations for planting work. 1.06 SELECTION, TAGGING AND ORDERING OF PLANT MATERIAL A. Documentation: Submit documentation within 10 days after award of Contract that all plant materials have been ordered. Arrange procedure for review of plant materials at time of submission. B. Review: Request for review of plant materials and quantity at place of growth or from nursery shipment site at least 7 days in advance of shipping to site. Right is reserved to refuse review at this time if, in Landscape Architect's judgment, a sufficient quantity of plants is not available. C. Transportation: Contractor shall accompany Landscape Architect to all review(s) of plant materials at the nursery. Landscape Architect will review and tag plants at place of growth and upon delivery for conformity to specifications. D. Distant Material: Submit photographs with a person adjacent to plants for preliminary review. Such review shall not impair the right of review and rejection during progress of the work. E. Unavailable Material: If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of Contract price. Substantiate such proof in writing no later than 20 days after award of contract. Approval of late substitutions is at the sole discretion of the Landscape Architect. 1.07 PRODUCT DELIVERY, STORAGE AND HANDLING A. Labeling: Furnish standard products in manufacturer's standard containers bearing original labels legibly showing quantity, analysis, genus/species and name of manufacturer/grower. B. Storage: Store products with protection from weather or other conditions that would damage or impair the effectiveness of the product. Protect metal containers from sun during summer months with temperatures above 80 degrees F. C. Handling: Do not lift or handle container plants by tops, stems or trunks at any time. Do not ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 3 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT bind or handle plants with wire or rope at any time. D. Anti -Desiccant: At Contractor's option, spray all evergreen or deciduous plant material in full leaf immediately before transporting with anti -desiccant. Apply an adequate film over trunks, branches, twigs and foliage. E. Digging: Dig ball and burlap plants with firm, natural balls of earth of diameter not less than that recommended by USDA Standard for Nursery Stock, and of sufficient depth to include the fibrous and feeding roots. 1.08 ANALYSES OF SAMPLES AND TESTS A. Sampling: Right is reserved to take and analyze samples of materials for conformity to specifications at any time. Furnish samples upon request. B. Rejected Materials: Remove rejected materials immediately from the site at Contractor's expense. Pay cost of testing of materials not meeting specifications. 1.09 MAINTENANCE PERIOD AND FINAL ACCEPTANCE: See Section 32 0130 - Landscape Maintenance 1.10 WARRANTY PERIOD A. Warranties: 1. Correct Species: Warrant that all plant materials are true to species and variety. 2. Vigor: Warrant that all trees and shrubs planted (except those species specifically noted below) under this Contract will be healthy and in flourishing condition of active growth one year from date of Final Acceptance. Similarly warranty perennial and groundcover for one full growing season from date of Final Acceptance. B. Delays: All delays in completion of planting operations that extend the planting into more than one planting season shall extend the Warranty Period correspondingly. C. Condition of Plants: Plants shall be free of dead or dying branches and branch tips, with all foliage of a normal density, size and color. D. Replacements: As soon as weather conditions permit, replace, without cost to Owner all dead plants and all plants not in a vigorous, thriving condition, as determined by Project Manager during and at the end of Warranty Period. Replacement trees shall have similar warranty for one year from date of replacement planting. E. Exclusions: Contractor shall not be held responsible for failures due to neglect by Owner, vandalism, etc., during Warranty Period. Report such conditions in writing to the Landscape Architect. 1.11 REPLACEMENTS A. Guarantee: For a period of one (1) year (or as noted in Section 1.10 above) after final acceptance of all work and at no additional cost to the Owner, the Contractor is to replace any new or transplanted plant material that is dead, or that is, in the opinion of the Landscape Architect, in unhealthy or unsightly condition, or that has lost their natural shape due to dead branches or excessive pruning of dead branches, or that has been damaged beyond repair due, in the judgment of the Landscape Architect, to inadequate maintenance and/or protection from animal damage or the natural elements. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 4 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT B. Failed Materials: Plant materials exhibiting conditions which are determined as being unacceptable due to workmanship by the Contractor shall be repaired and/or replaced at no additional cost to the Owner as determined by Landscape Architect. Closely match replacements to adjacent specimens of the same species. Apply all requirements of this Specification to all replacements. Contractor shall be held responsible for a maximum of two (2) replacements for each failed tree and shrub after final acceptance during warranty period. C. Incorrect Materials: 1. During Warranty Period, replace at no cost to Owner all plants revealed as being untrue to name. 2. Provide replacements of a size and quality to match the planted materials at the time the mistake is discovered. D Existing Tree Protection: In addition to any other criminal or civil penalty, if , as the result of the violation, the injury, mutilation, or death of a tree, shrub, or other plant located on the Owner's property is caused, the cost of repair or replacement of such tree, shrub, or other plant shall be borne by the party in violation. Replacement value of trees and shrubs shall be determined in accordance with the latest revision of "Valuation of Landscape Trees, Shrubs, and Other Plants," as published by the International Society of Arboriculture. PART 2 - PRODUCTS 2.01 PLANT MATERIALS A. General: Verify that all container stock has been grown in the containers in which delivered for at least two (2) months, but not over two (2) years for shrubs or one (1) year for perennial and groundcovers. Do not install container plants that have cracked or broken balls of earth when taken from container. Growing Conditions: Plants shall be nursery -grown in accordance with good horticultural practices under similar climatic conditions to those of the project for at least two years unless otherwise specifically authorized. Collected material shall be identified for approval by the Landscape Architect. Appearance: All plants shall be exceptionally heavy, symmetrical, tightly knit, and so trained or favored in development and appearance as to be superior in form for their species, with regard to number of branches, compactness and symmetry. Vigor: Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insect pests, eggs, or larvae. They shall have healthy, well -developed root systems. Plants shall be free from physical damage or adverse conditions that would prevent thriving growth. B. Condition of Root System: Samples must prove to be completely free of circling, kinked or girdling trunk surface and center roots and show no evidence of a root -bound condition. C. Measurements: General: Measure plants when branches are in their normal upright position. Height and spread dimensions specified refer to main body of plant and not branch tip to tip. Take caliper measurement at a point on the trunk 6 in. above natural ground line for trees up to 4 in. in caliper and at a point 12 in. above the natural ground line for trees over 4 in. in caliper. Evergreen trees shall be measured from the base of the tree to the midpoint of the top central leader. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 5 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 2. Size Range: If a range of size is given, do not use plant materials less than the minimum size. Not less than 40 percent of the plants shall be as large as the maximum size specified. The measurements specified are the minimum size acceptable and are the measurements after pruning, where pruning is required. Plants that meet the measurements specified, but not possess a normal balance between height and spread shall be rejected. 3. Substitutions: Substituted plants shall be true to species and variety and shall conform to measurements specified except that plants larger than specified may be used if accepted. Use of such plants shall not increase Contract price. If larger plants are accepted, increase the ball of earth in proportion to the size of the plant. D. Pruning: Do not prune plants before delivery. For pruning after installation, see Section 32 0130 Landscape Maintenance. E. Condition: Trees which have multiple leaders, unless specified, or damaged or crooked leaders will be rejected. Trees having a main leader shall not have been headed back. Trees with abrasions of the bark, sunscalds, disfiguring knots, or fresh cuts of limbs over 3/4 in. which have not completely callused, will be rejected. 2.02 COMMERCIAL FERTILIZERS A. Top -dress Fertilizer: Complete fertilizer, 50 percent of the nitrogen to be derived from natural organic sources or urea -form. Available phosphoric acid shall be from superphosphate, bone or tankage. Potash shall be derived from muriate of potash containing 60 percent potash: 16% Nitrogen 6% Phosphoric Acid 8% Potash B. Perennials: Diammonium Phosphate (18-46-0). 2.03 STAKING MATERIALS A. Tree Stakes: Rough -sawn, sound, new hardwood, free of knots, holes, cross grain, and other defects, 2 by 2 inches by length indicated, pointed at one end. B. Wire Ties: 11 gauge, single strand, galvanized steel. C. Nylon Straps: 2" X 12" wide nylon/cotton weave with %" grommet at each end as accepted by Landscape Architect. 2.04 GUYING MATERIALS A. Anchor and Hardware: 1. Standard Steel `T' posts, dark green; 2'-6" long. Cut flush to the ground after guying trees. 2. Hardware: 11 gauge, single strand, galvanized steel wire ties with rubber, two-ply, dark - colored, '/"- 5/8" diameter protective hose loops or approved equal. 3. Plastic Guy Covers: 3/8 in. diameter x 3 ft. long white plastic tubing. Provide for all guyed installations as identified in the field by the Landscape Architect. 4. Provide for all guyed installations of evergreen trees. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 6 SE GROUP 2.05 TREE PROTECTION MATERIALS PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT A. Tree Wrap: Tree wrapping material shall be first quality, 4" wide bituminous, impregnated tape, corrugates or crepe brown paper, specifically manufactured for tree wrapping and having a quality to resist insect infestation. 2.06 WATER A. Clean, fresh and potable, furnished and paid for by Owner. 2.07 MULCH A. Organic mulch, free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of one of the following: 1. Type: Ground or shredded hemlock bark, dark brown in color. 2.08 ANTI -DESICCANT A. Type: Anti -desiccants for retarding excessive loss of plant moisture and inhibiting wilt shall be sprayable, water insoluble vinyl-vinyledine complex which will produce a moisture retarding barrier not removable by rain or snow. B Manufacturer: Wilt-pruf Formula NCF as manufactured by Nursery Specialty Products, Greenwich, CT, or accepted equal. PART 3 - EXECUTION 3.01 REPLANT REVIEW A. General: Do not commence planting work prior to acceptance of soil preparation B. Finish Grades: Finish grades for all planting areas shall have been established in accordance with Section 02210. Verify that all grades are within 1 in. plus or minus of required finish grade and that all soil amendments have been installed as specified under Section 32 9113 Soil Preparation. Fine rake planting beds prior to planting shrubs. C. Notification: Submit written notification of all conditions inconsistent with specifications for soil preparation and mixing as described in Section 32 9113 - Soil Preparation. 3.02 DRAINAGE OF PLANTING AREAS A. Surface Drainage 3.03 LAYOUT AND EXCAVATION OF PLANTING AREAS A. Layout and Staking: Lay out all trees, shrubs and container locations as shown on Drawings. Owner and Landscape Architect reserves the right to review and adjust plant locations. B. Review: Locations of plants will be checked in the field and will be adjusted to exact position before planting begins. Right is reserved to refuse review at this time if, in the Landscape Architect's opinion, an insufficient quantity of plants is available. C. Equipment for Digging Plant Pits: Use of an auger or vernier spade to dig plant pits is prohibited. Backhoe is acceptable, with scarification of the tree pit after excavation - see below. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 7 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT D. Plant Pits: Excavate tree and shrub to a minimum of twice the diameter of the ball or container, in accordance with Drawings. 3.04 PLANTING OPERATIONS A. General: 1. Protect plants at all times from sun or drying winds. 2. Keep plants that cannot be planted immediately upon delivery in the shade, well -protected and well -watered. 3. Heel in and protect with burlap all B&B plant materials which cannot be planted upon delivery. B. Handling and De -potting of Plant Materials: 1. Metal Containers: Cut can on two sides with accepted cutting tool. Do not use spade. 2. Plastic Containers: Tip container to horizontal orientation and carefully remove shrub. Support rootball during installation to prevent cracking or shedding of soil. 3. Balled and Burlap Plants: Avoid all damage to rootballs. If rootball is cracked or broken during handling, plant will be rejected. Lift and carry by bottom of ball only. Do not remove wrapping until plant is set in plant pit. Cut and remove all wire completely from around root ball and peel burlap away from upper 1/3 of rootball prior to backfilling. C. Installation: 1. Scarification: a. Plant Rootball: After removing plant from container, scarify the sides of the rootball to a depth of 1 in. at four to six equally -spaced locations around the perimeter of the ball. Completely sever or remove all circling roots over 3/8 in. diameter. b. Plant Pit: Excavate deep enough to accommodate the ball and bed (no less than 6" depth) of prepared back fill mix. Compact before setting of plants. Scarify sides of plant pit, thoroughly breaking up all surfaces and eliminating all "glazed" areas. 2. Positioning: Backfill plant pit as required to allow setting crown of plant 2 in. above new finish grade. Thoroughly foot tamp all backfill. Position plant in planting pit, maintaining plumb condition. 3. Backfilling: a. Use backfill mix as specified in Section 02920 - Soil Preparation, to backfill plant pits. Brace each plant plumb and rigidly in position until planting soil has been tamped solidly around the ball and roots. b. When plant pits have been backfilled approximately 2/3 full, water thoroughly and saturate rootball, before installing remainder of the backfill mix to top of pit, eliminating all air pockets. 4. Staking and/or Guying: When required, stake or guy as detailed. D. Adjustment: Adjust plants so that after full settlement has occurred, the grade at the base of the plants is 2 in. above the adjacent planting finish grade. E. Watering Basin: Form saucer with 3 in. high berm centered around tree and shrub pits 12 in. wider than ball diameter. F. Watering: Water all plants immediately after completion of planting operations. G. Labels: Remove all nursery -type plant labels, wires and ties from plants. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 8 SE GROUP 3.05 STAKING AND GUYING PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD - SOUTH BURLINGTON, VT A. General: 1. Trees shall be able to stand upright without support, and shall return to the vertical after their tops have been deflected horizontally and released. Stake or guy trees which do not meet this qualification. 2. All plant materials shall remain plumb and straight for all given conditions from installation through the guarantee period. B. Staking (Deciduous Trees).- 1 . Locate stakes in a line with trunk of tree, perpendicular to prevailing wind and as close to the main trunk as is practical, avoiding root injury. Drive stakes at least 30 in. into firm ground. See Planting Details. 2. Wire support straps shall be placed around the trunk in a single loop. Run wire through grommets on support strap, tighten, and keep taut. C. Guying (Evergreen Trees): 1. Guy Evergreen trees at points of branching height of tree, with three (3) guys spaced equally around and outside perimeter of ball, in accordance with Drawings. 2. Guys: Provide one turnbuckle for each guy. Use 2 cable clamps at each cable connection. Place Plastic Guy Covers on all guys. 3.06 PRUNING: See Section 32 0130 - Landscape Maintenance 3.07 MULCHING A. Install a 2 in. deep layer of specified mulch over all planting areas including tree and shrub watering basins unless otherwise noted on drawings. 3.08 GROUNDCOVER AND PERENNIAL PLANTING A. Planting: Plant groundcover plants at optimum depth for proper growth. Avoid air pockets. Equally spaced triangularly, at distances called for in the Drawings. See Planting Details. B. Fertilizers: Apply top -dress fertilizer at the rate of 3 pounds per 1,000 square feet immediately after planting. C. Watering: Water bed thoroughly after fertilizer application. Wash all fertilizer from leaves of plant materials. 3.09 BULB A. Bulbs: Install per generally accepted standards for specific species. Depths will vary by species. B. Location: Locate per direction of Landscape Architect. 3.10 TREE WRAPPING A. Wrap trunks of deciduous trees with sun -sensitive bark with a spiral wrapping to the height of the third branch. B. Wrap from top down and tape wrapping securely in place. ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 9 SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD — SOUTH BURLINGTON, VT 3.11 CLEAN-UP A. Keep all areas of work clean, neat and orderly at all times. B. Clean up and remove all deleterious materials and debris from the entire work area prior to Final Acceptance. END OF SECTION ISSUED FOR PERMIT TREES, SHRUBS AND GROUND COVERS July 11, 2013 32 9300 - 10 BluePrints Etc. To: Bob Bouchard Subject: RE: Comments on 462 Shelburne Road Project Hi Bob, In coordination with the plan revisions dated 7-12-13, please see responses to DPW comments in bold below: This project is located in the Englesby Brook watershed, which is listed as stormwater impaired by the State of Vermont Agency of Natural Resources (ANR). The Vermont Department of Environmental Conservation's (DEC) on-line permit map does not indicate that there is an existing stormwater permit for this site. The applicant should discuss this project with DEC Stormwater Division staff and obtain confirmation that a new State stormwater permit is not required for redevelopment of the site. There is no existing VT DEC stormwater discharge permit for the site. The applicant discussed the project's stormwater management approach with VT DEC staff during the project planning stages. In accordance with the permit coverage thresholds of VT Environmental Protection Rules Chapter 22 for Impaired Waters, the site does not require a VT DEC Stormwater Discharge Permit due to the fact that the project results in less than 1 acre of total impervious surface and does not involve redevelopment of more than 1 acre of existing impervious surface as defined in Chapter 22. 2. The plans indicate that the project will disturb greater than 1 acre of land. Therefore, this project will need to obtain and comply with a construction stormwater permit (3-9020 or individual permit) from the Vermont DEC Stormwater Division. Obtaining this permit should be a condition of approval for the project. The applicant agrees to this condition. The parking lot on the northern portion of the property contains Low Impact Development (LID) design elements that will infiltrate stormwater runoff. This includes pervious pavement in the parking stalls and curb cuts to allow water to flow into parking islands. Could similar elements be utilized in the parking area on the southern portion of the site? The project seeks to utilize LID techniques to the greatest extent feasible. The southern portion of the site is not conducive to LID methods due to existing topography and parking requirements. There is insufficient room on this southerly lot to install such parking islands. Consider replacing the new drainage manhole (DMH2) with a storm drain structure. Also, this structure appears to be in the wheel track of any vehicle turning into the southern portion of the site. Consider moving it to the east —3-5'. DMH #2 has been converted to a storm drain structure. We have retained its original position in an effort to collect runoff otherwise trapped by the existing speed table and to avoid directing pipe flows in the upstream direction relative to the existing storm line. 5. Drainage structures in the City ROW must have booted pipe connections. We have updated the site detail sheets (C2.1-C2.3) to require booted connection for all drainage structures. 6. Indicate where the foundation drain and roof drains for the proposed building will be directed/connected. The roof drain for the proposed building is now shown on the plans, Sheet C1.2. The building is slab on grade construction and will not have an underdrain. Sheet C1.4 is the erosion control plan for the site. The northern portion of the site contains an exit onto Shelburne Road, but there is no Stabilized Construction Entrance (SCE) at this location. The plans should indicate how vehicles will be blocked from using this exit during construction. If it will be utilized, it will need to have a SCE. The EPSC plan sheet C1.4 has been updated to require a SCE at this location. 8. Provide a detail for curb cuts parking lot median. This detail is provided on Sheet C2.3. 9. Provide hydrologic modeling for the site so that the project's impacts on downstream drainage structures can be evaluated. Through the use of LID techniques, the project results in a 22% decrease in impervious surfaces for the site. As such, no adverse impacts are be expected due to the associated reduction in runoff. In accordance with this request, the applicant will provide hydrologic modeling prior to the upcoming DRB meeting. 10. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. The applicant agrees to this condition. 11. Per section 12.03.F(1) of the City's Land Development Regulations, the final decision should require the submission of record drawings showing pipe invert elevations, drainage structure rim elevation, pipe material, final grading, etc. The applicant agrees to this condition. 12. The final decision should require that hydrologic modeling be submitted to the Department of Public Works so that this information can be incorporated into the City's watershed model for Englesby Brook. The applicant agrees to this condition. 13. All proposed work on the sidewalk fronting US 7 and the US 7 road itself is in the City of Burlington and would need their approval and applicable permits. This requirement has been added in the notes on Sheet C1.1. 14. All proposed work within the Hadley Road ROW would require a ROW permit from South Burlington Public Works. This requirement has been added in the notes on Sheet C1.1. 15. The proposed sidewalk extension leading to the crosswalk needs the appropriate ADA truncated domes and associated detail. The ADA truncated domes have been added to the crosswalk. Refer to Plan Sheet C1.1 and Detail Sheet C2.3. 16. All pavement markings on Hadley Road shall be of Type I Durable Tape. This requirement has been added in the notes on Sheet CIA. 17. There is no detail for the proposed crosswalk across Hadley Road. Crosswalk details are now provided on Detail Sheet C2.3. 18. There is no advance and location signage for the proposed crosswalk on Hadley Road. Advance and location signage has been added to Sheet C1.1. 19. All curb shall have 7" reveal. The site details now call for 7" curb reveal. 20. All sidewalk shall be 8" thick through the proposed commercial driveways on Hadley Road This requirement has been added to the typical sidewalk section. This concludes our responses. Please feel free to contact me with any questions or comments or if any additional information is required. Thank you, Peter Peter Smiar, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 p: (802) 864-2323 x309 f: (802) 864-2271 e-mail: r)smiar@cea-vt.com Bob Bouchard From: Michael Willard [mwillard@segroup.com] Sent: Thursday, July 11, 2013 10:57 AM To: Bob Bouchard Subject: 462 Shelburne Road Attachments: 015639 Tree Protecting & Trimming.pdf; 320130 Landscape Maintenance.pdf; 329113 Soil preparation.pdf; 329200 Seeding and Sodding.pdf; 329300 Trees Shrubs and Groundcovers.pdf; LA-101 Landscape Details.pdf; LA-100 Landscape Plan.pdf; 2013 07 11 SE Group Quantities.pdf Hi Bob, Attached are updated PDFs for your permit application information for 462 Shelburne Road. Attached are the specifications which include: Soil Preparation, Tree Protection and Trimming, Landscape Maintenance, Trees Shrubs & Groundcover, Seeding and Sodding • Updated Drawings: LA-100 Planting Plan and LA-101 Planting Details • Updated Quantities and Pricing information Changes to the planting plan include the following: 1. We are showing the existing large maple tree in the southeast corner of the property as being saved. (near the pocket park) 2. The existing trees along the southern property line have been noted on their condition and recommendations on their trimming and or removal. We have included the Tree Protection and Trimming specification to address means and methods. 3. The (3) Red Maple trees on the south side of Hadley Road have been changed to Japanese Tree Lilacs. 4. The (3) Pear trees on the north side of Hadley Road have been changed to Elm trees. 5. The (2) AG trees are suggested to remain in lieu of the City Arborist's comments, due to the fact these trees are planted below overhead power lines. Larger shade trees are not recommended for these locations due to long term maintenance and eventual conflicts with the utilities. 6. The shrubs around the perimeter of the parking lots have been adjusted to accommodate the snow storage areas. Please let me know if you have any questions. Thanks, Michael Michael Willard LEED AP Senior Associate 131 Church Street Burlington Vermont 05401 Tel (802) 862-0098 Cell (802) 999-6506 mwi l l ard(_iPscgroup.com 462 Shelburne Road SE Group - 2013 07 11 Plant Material Trees Amelanchier canadensis-Shadblow Serviceberry Amelanchier grandiflora'Robin Hill'-Serviceberry Syringa reticulata -Japanese Tree Lilac Ulmus americana 'Princeton'- Princeton Elm Quercus rubrum -Red Oak Tilia cordata'Greensoire'-Littleleaf Linden Unit Price Extended Price 22 ea $250.00 $5,500.00 2 ea $450.00 $900.00 4 ea $450.00 $1,800.00 3 ea $650.00 $1,950.00 8 ea $600.00 $4,800.00 14 ea $550.00 $7,700.00 sub -total $22,650.00 Shrubs Cornussericea'Isanti' 28ea $45.00 $1,260.00 Hydrangea arborescens'annabelle' 13 ea $66.00 $858.00 Hydrangea paniculata'Pinky Winky' 58 ea $60.00 $3,480.00 Potentilla fruticosa 'Mango Tango' 41ea $40.00 $1,640.00 Spiraea x bumalda'Anthony Waterer' 53 ea $45.00 $2,385.00 sub -total $9,623.00 Vines Parthenocissus tricuspidata 130 ea $22.00 $2,860.00 sub -total $2,860.00 $35,133.00 Landscape Backfill Landscape Backfill -Shrub Plant Beds 138.0 cy $45.00 $6,210.00 *24" depth x 1991.2sf / 27cf *3.64 cy per tree well $45 cy (44.17 X 2.5 = 110.42 cf / Landscape Backfill Tree pit only 31 113.0 cy $45.00 $5,085.00 27 = 4.09cy - .45 cy for root ball) 251.0 cy, $11,295.00 Total $46,428.00 r- r `ram^ southburlin,gton PLANNING & ZONING Permit Number SD - se only APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary ig Final PUD Being Requested? M Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Smart Hospitality, Inc., c/o Anil Sachdev, 576-92nd Street, Brooklyn, NY 11209 Tel # 917-279-9280 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 579 Pages 307-308 3. APPLICANT (Name, mailing address, phone and fax#) Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601, Burlington, VT 05401 Tel # 802-660-6805 4. CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard, Development Manager, Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601, Burlington, VT 05401 Tel # 660-6805 a. Contact email address: Bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 462 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-00462 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Pizzagalli Properties is proposing to construct a three story, 31,280 square foot general office building with 117 parking spaces on 1.69 acres. b. Existing Uses on Property (including description and size of each separate use): 462 Shelburne Road is currently home to the Liberty Inn & Suites Motel. A 40 unit, single story motel. The property also contains one single family residence that is currently unoccupied. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No existing uses are to remain. Pizzagalli Properties proposes to construct a three story, 31,280 square foot general office building with 117 parking spaces. The proposed project will reduce the number of curb cuts from 7 to 3. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed building is 31,280 square feet. No existing buildings are to remain. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 45', 3 floors. Pizzagalli Properties is requesting a 10' height waiver. Elevations enclosed. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 100 employees proposed. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The property also contains a single family residence that is currently unoccupied but periodically used as an office/storage for the motel's operation. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 1.69 acres / 73,572 sq. ft. (acres /sq. ft.) b. Building Coverage: Existing 19,570 sq. ft. square -{met- 26.6 Proposed 10,594 sq. ft. squaFe eet 14.4 % c. Overall Coverage (building, parking, outside storage, etc): Existing 51,133 sq. ft. squam-hive 69.5 % Proposed 51,500 sq. ft. sqttare-€eeF_ 70 % d. Front Yard Coverage(s) (commercial projects only): Shelburne Road Hadley Road Existing 27,884 sq. ft. squar-c-fete;t- 37.9 % Existing 40,391 sq. ft. 54.9 % Proposed 42,451 sq. ft. square feet- 57.7 % Proposed 44,879 sq. ft. 61 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes ig No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 73,572 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 2,346,000 b. Landscaping: $ 44,950 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking lots, curbing, sidewalks, brick screening wall and fencing, crosswalk, park path and benches. $625,000 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 47 Total P.M. Peak (8 in, 39 out). Traffic Impact Study Enclosed. 13. PEAK HOURS OF OPERATION: 8:00 a.m. - 5:00 p.m. 14. PEAK DAYS OF OPERATION: Monday - Friday 15. ESTIMATED PROJECT COMPLETION DATE: April, 2014 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. C 6 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form, Rev. 12-2011 1 hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT -SIGNATURE OF -PROPER. OWNER z Do not write below this line DATE OF SUBMISSION:___ _ 5A" An � SOAC�cu I I have reviewed this preliminary plat application and find it to be: 1Q Com P I e t e El Incomplete A nistrative Officer to PRINT NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 462 Shelburne Road SE Group - 2013 05 17 Plant Material Unit Price Extended Price Trees Amelanchier canadensis -Shadblow Serviceberry 22 ea $252.00 $5,544.00 Amelanchier grandiflora'Robin Hill'-Serviceberry 2 ea $464.00 $928.00 Acer rubrum'Armstrong'-Armstrong Red Maple 4 ea $464.00 $1,856.00 Pyrus calleryana'Chanticleer'-Chanticleer Pear 3 ea $404.00 $1,212.00 Quercus rubrum -Red Oak 8 ea $558.00 $4,464.00 Tilia cordata 'Greenspire'-Littleleaf Linden 14 ea $512.00 $7,168.00 sub -total $21,172.00 Shrubs Cornussericea'Isanti' 28ea $45.00 $1,260.00 Hydrangea arborescens 'anna belle' 13 ea $66.00 $858.00 Hydrangea paniculata 'Pinky Winky' 58 ea $60.00 $3,480.00 Potentilla fruticosa 'Mango Tango' 41 ea $40.00 $1,640.00 Spiraea x bumalda 'Anthony Waterer' 53 ea $45.00 $2,385.00 sub -total $9,623.00 Vines Parthenocissus tricuspidata 130 ea $22.00 $2,860.00 sub -total $2,860.00 $33,655.00 Landscape Backfill Landscape Backfill - Shrub Plant Beds 138.0 cy $45.00 $6,210.00 *24" depth x 1991.2sf / 27cf *3.64 cy per tree well $45 cy (44.17 X 2.5 = 110.42 cf / Landscape Backfill Tree pit only 31 113.0 cy $45.00 $5,085.00 27 = 4.09cy - .45 cy for root ball) 251.0 cy $11,295.00 Total $44,950.00 CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 1. The City Engineer has reviewed the plans and provided the following comments: The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 2. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted site grading and erosion control plans as part of this application. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the southern lot is proposed via a 24 foot curbcut from Hadley Road, The northern lot is accessed via a proposed via a 24 foot access from Hadley Road. A 12 foot wide exit only and right turn only angled curb cut is also proposed in the northwest corner of the northern parking lot into the northbound Shelburne Road traffic lanes. It should be noted that the northern lot as it is currently developed is accessed via two curbcuts from Shelburne Road and one from Hadley Road. The application proposes to eliminate one curbcut from Shelburne Road and several from Hadley Road. Staff is pleased with this consolidation. The proposed use (general office LUC 710) is estimated to generate 47 pm peak hour trip ends. As the existing motel (motel LUC 320) and home ( single family detached housing LUC 210) is estimated to generate 20 pm peak hour trip ends, this is an increase of 27 vehicle trip ends in the pm peak hour. The applicant shall pay traffic impact fees based on this increase. It is uncertain whether this property is subject to the traffic overlay provisions. There is a curbcut from Shelburne Road to the southern lot. Regardless, the estimated traffic generation is within the allowable budget of 83.8 trip ends. U The project's design respects and will provide suitable protection to wetlands, streams, S wildlife habitat as identified in the Open Space Strategy, and any unique natural features on 16 y3'LJ the site. a L/-0� There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, TT/ urban area and is not identified on the Open Space Strategy. n �> ,Q " z� 66 Z�� � � � 1 J / 10, '5�N if'` Th° Other Paper a www.otherpapervt.com • June 13, 2013 • Page 19 ► � t . Key start with charging unit. e cutting height adjustment. :atcher bag. Originally $275, .50. Remington Telescoping c chainsaw/polesaw. Less year old. Telescopes to 12'. 35; selling for $100.865-0434. ABINET: 4 drawer, beige. $20 40. (05/30) V: With cover. $35. 489-5040 CLUBS: Ping G-2 graphite i,6,7,8,9, plus wedge and sand Excellent condition. Golf bag �d. $150. 863-0083. (06/06) ;: Pre-1850 church pew (78"), 1940s black Persian lamb (size 6-8), $45. bread/cake $20. Two wooden childrens $20. black/stenciled antique •ocker, $45. Round, tan plastic t chairs (38"), $55,Car/bike• 40. 15" Circular floor fan, $30. c putting system, $10. 862- (06/13) is Circular Saw with case, $45. Chest, 39" x 19", $65. Window )nditioner, 5200 BTU, $70, vay cot, $15.3 Twin Bed sets, -ondition, (one with head/ )ards, one w/ new mattress), 10 each. 864-5879. (05/30) 5: Weber outdoor charcoal r, $30. Crook neck desk lamp, )range hunting outfit, jacket ants, size large, $25. Garden -eel, $20.865-3308. (06/13) ': 2 Quarts Indoor, U1traWhite, int plus primer in one. Clark ngton. $5 each. 658-1636. : Above ground 24' round pool u accessories. Dough -boy, very condition. $1000-OBO. 922- ROCKING CHAIR: Antique, solid wood. $75.489-5040. (05/30) STOVE: GE Glasstop Stove in good condition. Great for home or camp. Approximately 8 years old; asking $100. 578-0342.(06/13) TIRES: 2 Bridgestone `BlizzaK' snow tires. Tubeless radials 215/601116. Used one season. Both for $75.2 BF Goodrich Slalom snow tires: Both for $50.865-0434.(06/06) WINDOW FAN: Dual fan unit. $20. 860-4766.(06/13) WOODWORKING POWER TOOLS: Triton TRC001 3-1/4 hp Precision Router $200. Veritas Table Top, Fence, Work Hold -Down Sled, Stand, accessories and bits $400. In- finity 3-Pc. Ultimate Joinery Router Bit Set With Setup Blocks $100. York - craft 6-in. JointerYC-6J $200. Lightly used (nothing over 5-10 hours total), purchased in the last 5-6 years. Will consider a discounted price if taking all the above. 734-9931. (06/13) 1998 VW Passat GLS, dark green sedan, turbo engine, with 185,000 miles. Newtiming belt, front brakes, exhaust, oil changed every 3,000. Blue book value is $1500, asking $1200. Email hoveywhite@gmail. com to see. (05/30) 2008 Volvo X-C AWD Wagon. Blue with beige leather interior. Extended warranty, excellent condition. 57,500 miles. One owner. New tires, blue - tooth, sunroof. $22,500. Call 372- 5596. (06/06) SAILBOAT. Thistle Class Sailboat, 17 feet. #2487 by Douglas & McLeod. Fast racing/daysailer with planing hull. Harken race -equipped, alu- minum spars, newer centerboard, Elvstrom bailers and transom bail- ers, 2 mains, 2 jibs (always rolled, not folded), 1 spinnaker, compass. Freshly painted, teak wood trim. In- cludes trailer. Stored inside in winter. $2700. 863-2136 or email curtjw@ aol.com. (06/06) ------ ....... . ...... �-­ assitiecis Form A service for South Burlington residents. Please Check One Below IJ Free Ad: Ads from South Burlington residents for ITEMS FOR SALE, FREE ITEMS, TAG SALES, WANTED ITEMS, FOUND ITEMS, LOST ITEMS and VEHICLES FOR SALE will be printed for 2 weeks free of charge, on a space available basis. IJ Paid Ad: BUSINESS, SERVICE, REAL ESTATE FOR SALE or REAL ESTATE FOR RENT ads cost $20 perweek. Make checks payable to The Other Paper and mail to the address listed at the bottom of this form. week(s) @ $20/wk = $ (please submit this amount) Name, address and phone are required for residency verification. Name: Phone Number: Address: Advertisement: (50 words or less) Project Review Sheet — City of South Burlington 1. Application # � U " / 3 " I 2. Street address & Project Name o� Si y✓/1e OL /'�22Q 3. Type of Review 4. DRB initial meeting date q --2-13 Additional Dates: 5. Lead Planning staff person to perform review. EQ a 6. Second staff reader JL, or l.Gr✓ 7. Other departments to Review: Staff person responsible Fire: YN Date Provided: - 0 -13 Date review needed back: DPW: 0 N Date Provided: '/D' 13 Date review needed back: 8. Meeting with applicant on questions? 9. Staff notes complete by: Last revised 6/3/2013 E CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 1 Oth day of June, 2013, a copy of the foregoing public notice for Preliminary & Final Review #SD-12-26, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right- of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: Paul Maxted, 455 Shelburne Street, Burlington, VT 05401 Champlain Capital Management, c/o Rotella Property Management, 11 Thornton Street, Winooski, VT 05404 Christopher & Minton Clark, 471 Shelburne Street, Burlington, VT 05401 Gail Rosenberg & Thomas O'Connor, 475 Shelburne Street, Burlington, VT 05401 Robert Corey & Martin Bombard, 407 Dalton Drive, Unit C, Colchester, VT 05446 Paul & Edna Perras, 430 Shelburne Road, South Burlington, VT 05403 Timothy McClaughlin, 5 White Place, South Burlington, VT 05403 Patrick & Anneke Hohl, 7 White Place, South Burlington, VT 05403 Joyce Flanagan & Trustees, 24 Hadley Road, South Burlington, VT 05403 Dana Houlihan, 28 Hadley Road, South Burlington, VT 05403 Alice Bouch6, 29 Hadley Road, South Burlington, VT 05403 20 Bacon Street, LLC, PO Box 1335, Burlington, VT 05402 Diemer Properties, LLC, 14 Bacon Street, South Burlington, VT 05403 Dated at Burlington, Vermont, this 1 Oth day of June 2013 Printed Name: Robert Bouchard Phone number and email: TqU 660-680 bouchard izzagalli ro erties.com Signature: Date: 6/10 13 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 SOU 111 BURLINGTON WATER [1EPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 www,sburi.com May 15, 2013 Mr. Jeffrey Olesky, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Ln. South Burlington, VT 05403 RE: Proposed Site Redevelopment- 462 Shelburne Road South Burlington, VT 05403 Dear Mr. Olesky, In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following: 1. The South Burlington Water Department without restricting or encumbering its present users can continue to furnish your water demand for the above referenced location. 2. Your email messages concerning this subject indicated the above proposed site redevelopment will result in a net decrease in gallons per day of water consumed. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlin n Water Department John Tymecki Superintendent Cc. (via email) J. Fay D. Pratt J. Rabidoux R. Belair Steve Goodkind, P.E. PUBLIC WORKS DIRECTOR May 24, 2013 Robert Bouchard Pizzagalli Properties LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 N G TO/y 1 Avg tic w o��'S P.O. Box 849 BURLINGTON, VT 05402 (802) 863-9094 P (802) 863-0466 F Re: Sewer Capacity for Change of Use at 462 Shelburne Road (South Burlington) Dear Mr. Bouchard, This letter is to inform you, the State of Vermont Environmental District and other interested parties that the City of Burlington's wastewater facility has sufficient capacity to handle demand associated with a change of use at the above address. Using the latest version of Vermont's Environmental Protection Rules, your engineer has calculated the sewer demand to be 1500 gpd (gals/day). These calculations are provided for reference on the next page. Flow from this area is treated at our Main Wastewater Plant on Lavalley Lane. It is important to note that this letter only addresses treatment plant and not collection system capacities. This letter is good for one (1) year from the date of writing. If this letter is not filed with the proper offices, or if the proper permits are not obtained within that year, you will need to reapply. Any changes in flow estimates or property usage also requires reapplication. Please feel free to call me at 865-7258 if you have any questions. Sincerely, Steve Roy, P.E. Project Engineer shelburne462_cap DESIGN FLOW SUMMARY Existing Water Demand - Existing Motel with 40 units - - 33 units 0 1 bed/unit 0 50 gpd/bed = 1,650 gpd - 7 units 0 2 beds/unit 0 50 gpd/bed = 700 gpd Existing Single family Residence - - 3 bedrooms 0 150 gpd/bedroom Subtotal = 2.800 gp4 - Less low flow credit (10%) _ -280 and Total Existing Water Demand = 2.520 gpd Proposed Water Demand - Proposed 31,280 sf general office building - - Est. 125 workers 0 15 gpd/worker = 1.875 gpd - Less low flow credit (10%) _ -187�5 obi Total Proposed Water demand = 1,687.5 gpd shelburne462_cap Existing Sewer flow - Existing Motet with 40 units - - 33 units 0 1 bed/unit 0 50 gpd/bed = 1.650 gpd - 7 units 0 2 beds/unit 0 50 gpd/bed = 700 gpd - Less municipal connection credit (20%) —470 %W — Subtotal - 1,880 gpd Existing Single Family Residence - - 1 unit with municipal connection = 210 god Total Existing Sewer now = 2,090 qpd Proposed 31,280 sf general office building - - Est. 125 workers 0 15 gpd/worker = 1,875 gpd — Less municipal connection credit (20%) =-375 Total Proposed Sewer Flow = 1.500 gpd IGM LIGHTING Type: Job: Catalog number: RESET Mtg. Fixture Llectrical Module Finish Options �- See page 2 I See pages 3-4 Ordering Example: 1SA/ALT3P36/96L5K277/WH/A26 Select pole from Kim's Arms and Poles Selection Guide. If pole is provided by others indicate O.D. for arm fitting. ALT96 ALTITUDE- LED 4/23/13 • kl_alt96_spec.pdf Approvals: Date: Page: 1 of 5 Specifications Housing: One piece, low copper, aluminum extrusion is mechanically secured with stainless steel fasteners to low copper aluminum die-cast electrical compartment and end cap. The electrical compartment includes ALT96 an integral support arm for mounting directly to a surface mount pole Approx. Wt. = 30 lbs. adaptor or a horizontal slipfitter. A solid barrier wall separates the optical and electrical compartment for thermal control. Electrical compartment and end cap covers are securely fastened with with two hinges and a single latch at each cover. One piece silicone gaskets seal the compartments at the barrier surface. (1917m� -- Boymt { Optical Module: The high performance optic utilizes the IP66 rated PicoPrismTM' technology securely attached to internal heat sink modules incredible producing uniformity and visual comfort. This PicoPrism optic 2 (sE mm) v, I utilizes a canted prism lens aimed toward the task and spreads horizontally to high lumen output as well All the /f$l * (4327'm) produce as great uniformity. optical modules are fastened to the body of the luminaire across the center as well as around the perimeter. Electrical Compartment: Input voltage is 120 through 277V 0 50/601­1z. Sp-d SW.paa'UIIt " Aaapla Class 2 output with power factor >0.9 at full load in accordance with the National Electrical Code, ANSVNFPA 70. Integral 10kV surge suppression of protection standard. To address inrush current, slow blow fuse or type C/D breaker should be used. All electronic components are UL and CSA recognized and mounted directly to a driver tray for maximum heat dissipation and modularity. Module includes a driver, LifeShield® temperature control device and surge protector. Driver is rated for 400C starting and has a 0-10V dimming interface for multi -level illumination options. All electronic components are IP66 rated. s'I'r Support Arm: Die-cast, low copper aluminum with splice access cover and tool -less entry. A die-cast adaptor and an internal reinforcing pole plate are provided with wire strain rel ief. Arm adaptor is circular cut for specified round pole. For field wire connections, a terminal block is mounted in the arm cavity and accessible behind the splice access cover. Accepts #14 to #8 wire sizes and is factory prewired to electrical module quick -disconnect w plug inside the electrical compartment. Optional Horizontal Slip -fitter: Cast low copper aluminum with ' stamped, splice access cover. A die-cast adaptor plate is provided to secure the luminaire to 1-1/4" to 2" IPS pipe size arms. For field -wire connections, a terminal block is mounted in the arm cavity and accessible behind the splice access cover. Accepts #14 to #8 wire sizes and is factory prewired to electrical module quick -disconnect plug inside the electrical compartment. BOTTOM Optional Wall Mount: The Altitude easily mounts to the wall. A cast aluminum mounting plate is attached to the wall over the junction box. Bolt the Speed Mount to the cover plate. Then install the assembly over the mounting plate. Slide the luminaire into place for hands free wiring ( 4A' I - and finishing. Finish: Each I unnina ire receives a fade and abrasion resistant, electrostatically applied, thermally cured, (TGIC) polyester finish. a powdercoat colors include (BcyL) Black, Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Gray, (LG) Light Gray, and I (CC) Custom Color (Include RAL#). FRONT Ism.' Listed to: UL 1598 Standard for Luminaires - UL 8750 Standard for Safety for Light Emittingg Diode (LED) Equipment for use in Lighting Products and CSA C22.2#250.0 Luminaires. ROHS compliant. Meets Buy American provisions within ARRA. CAUTION: Fixtures must be grounded in accordance with national, HUt36ELL state and/or local electrical codes, Failure to do so may result in serious US Patent Numbers D674,950 S and D674,965 S. personal Injury. HUBBELL LIGHTING. INC Other Patents Pending. KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WI rHOUT NOTICE. © 2013 KIM LIGHTING • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 �////(• ALT96 ALTITUDE -LED MM LIGHTING 4/23/13 • kl_a1t96_spec.pdf Type: Job: Page: 2 of 5 Mounting 3SY configuration is availab for round poles only. Standard Features . '`I 1 - Cat. No.: L] 1 SA ❑ 2SB ❑ 2SL EPA (Effective Projected Area) ALT96 0.64 1.28 0.97 ❑ 3ST ❑ 3SY i l 4SC ❑ 1SW 1.61 1.61 1.78 n/a Fixture ALT x P x Cat. No. designates fixture and light distribution. fALTU= osing: T-Picorisrn' Altitude Distribution: FE1 urrent: El = Type I El = Type R Right 35 = 350 mA ❑ 2 = Type II ❑ L = Type L Left 70 = 700 mA ❑ 3 = Type III ❑ 4 = Type IV ❑ 5 = Type V Light Distribution: TYPE I TYPE II TYPE III TYPE IV TYPE V TYPE R TYPE L Forward Square Right Left Throw Electrical Module x x x FEIJOU967 r: Color Temperature Voltage: = 17"W x 26Y21 ❑ 2K = 580nrn Amber= ❑ 120 = 120V ❑ 3K = 3000K ❑ 208 = 208V 4K = 4000K ❑ 240 = 240V ❑ 5K = 5000K ❑ 277 = 277V ❑ 347 = 347V ❑ 480 = 480V t For custom optics and color temperature configurations, contact factory. 2Turtle Friendly. © 2013 KIM LIGHTING • PO BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 MM LIGHTING Type: Job: �r Finish TGIC powder coat. ALT96 ALTITUDE'" LED 4/23/13 • kl_alt96_spec.pdf Optional Features Color: Black Dark Bronze Stealth Gray Platinum Silver White Custom Color' Cat. No.: ❑ BL ❑ DB ❑ SG ❑ PS ❑ WH ❑ CC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: Wall Mounting The Altitude' easily mounts to the wall. A cast _ Cat. No. 1SW aluminum wall bracket is attached to the wall Select from Mounting over the junction box. Bolt the Speed Mount to ComPlate 6'�e' x t t t�' on page 2. p g the cover plate. Then install the assembly over 1 the wall mount bracket. Side the luminaire into speed IAvtdoap1ef place for hands free wiring and finishing. Splice Access Cover --L 5^ pnnmml 4�/V (tw mmi T sLc 4 4,a' mm 10'%' 834 t=�^^I (22lmm) Mounttnp Plate 2�/a' po mml Fusing (internal only): High temperature fuse holders factory installed inside the fixture Cat. No. (see chart housing. Fuse is included, at right) Cat. NO.: ❑ SF for 120, 277 and 347 Line Volts No Option ❑ DF for 208, 240 and 480 Line Volts Photocell Receptacle Rotatable photocell receptacle provided for NEMA base Cat. No. 1:1A26 photocell (by others). 11 ❑ No Option IVAMMM Receptacle Lenses One-piece flat glass or polycarbonate lens slips into reveal Cat. No. ❑ FIG L Extra silicone gasketing will be provided to retain a clear .z, al (Glass) optical compartment. (Only available for 350mA systems). CAUTION: Use is J fi g r El FPL only when vandalism anticipated to (Polycarbonate) be high. l No Option Polycar"ate Lens Neighbor Friendly Optic: Integrated Neighbor Friendly Optic on each PicoPrism'' module Cat. No. NFO to completely control unwanted backlight. Most effective with Type III and IV distibutions. No Option TYPE III-NFO TYPE IV-NFO 02013 KIM LIGHTING • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 6261369-2695 /; IQM LIGHTING Type: Job: Optional Features Horizontal Slipfitter Mount Replaces standard mounting arm with a cast aluminum Cat. No. LJ HSF fitter to adapt to a horizontal 11/4' to 2" pipe -size ❑ No Option mounting end (1 %' to 23/8' OD). The casting has a +/- 5° adjustment to accommodate davit arms that are not horizontal. Vertical Slipfitter Mounts Cat. No. includes Mounting Cat. No. (See right) ❑ No Option Wireless Control Cat. No. ❑ WIH-M O No Option 0-10V Dimming Interface ALT96 ALTITUDE'" LED 4/23/13 • k1 a1t96_spec.pdf Page: 4 of 5 Horizontal Slipfitter for 11/4" to 2" Pipe -Size Mount Allows fixture or fixtures with standard mounting arm to mount to a pole with a 2" pipe -size tenon (23/a"OD). Minimum 4°tenon length required. Specify configuration (1SA, 2SB, 2SL, 3ST, 3SY, 4SC) 4" round or square aluminum with flush cap. Finish to match fixture and arm. NOTE: 3Y only available on round slipfitter. Cat. No. Cat. No. Mounting Configuration ❑ VSF-1SA t?'t' El SVSF-1 SA 1SA - single arm mount D VSF-2SB❑ SVSF-2SB 2SB - 2 at 180° ❑ VSF-2SL ❑ SVSF-2SL 2SL - 2 at 90° F VSF-3SY �, SVSF-3ST 3ST - 3 at 900 3SY - 3 at 120° VSF-4SC Round ❑ SVSF-4SC Square 4SC - 4 at 901 In fixture WiHubb® wireless control module features on/off/variable and step dimming, SNAP protocol mesh network, AES-128 encryption detection, occupancy sensor interface and intuitive, user-friendly software. The most comprehensive and up to date information can be found at http://www.h ubbel I-automation.com/products/wihubb_infixture_modu le/. Driver has a 0-10V dimming interface with a dimming range of 10-100%. Approved dimmers include Lutron Diva AVTV, Lutron Nova NFTV and NTFT . Note: Not compatible with current sourcing dimmers. Fixture Housing Dimming Lead (.) — 40 mA Max LifeShield- SV Dimming Lead (-) Driver Fixture Equivalent Circuit Warranty Kim Lighting warrants Altitude'" products ("Product(s)") sold by Kim Lighting to be free from defects in material and workmanship for (i) a period of five (5) years for metal parts, (ii) a period of ten (10) years for exterior housing paint finish(s), (iii) a period of six (6) years for LED Light Engines (PicoPrisms'') and, (iv) a period of five (5) years for LED power components (LED Driver, LifeShield' device), from the date of sale of such goods to the buyer as specified in Kim Lighting shipment documents for each product. Occupancy sensors, Surge Protector, dimmers and relay wiring components are covered by the manufacturer's warranty. © 2013 KIM LIGHTING • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 KIM LIGHTING Type: Job: Performance Data Spectroradlometric Amber (.580111n) Average 4K Average _ SK Avera e Correlated Color lent . CCT (K) 580nrn 4200 t 400 510 I - 500 Color Rendering Index (CRO N/A < 70 570 Power Factor 95+ 90 > .90 ALT96 ALTITUDE'" LED 4/23/13 e kl a1t96_spec.pdt Page: 5 of 5 L70 Data Calculated Reported* 350 mA 415,000 >51 000 700 mA 280000 >51 000 350 MA w/lens 280,000 >51,000 'Based on test duration Electrical Drive Current ALT60 ALT96 ALT120 35OmA 700mA 350mA 700rnA 350nnA 700mA Volts -AC Amps - AC System Watts Amps -AC S stem Watts Amps - AC S stem Watts Am - AC System Watts Amps - AC System Watts Amps - AC System Want 120 .53 63 1.10 130 .88 105 1.73 208 1.04 125 2.21 266 208 .30 63 .63 130 .50 105 1.00 208 .60 125 1.27 266 240 .26 63 .54 130 .44 105 .87 208 .52 125 1.11 266 277 .23 63 .47 130 .38 105 .75 208 1 .45 125 .96 266 347 .18 63 .37 130 .30 105 .60 208 .36 125 .77 266 480 .13 63 .20 130 1 .22 105 1 .43 1 208 .26 1 125 .55 266 B.U.G. Rating (TM15) In Lumens where B = Backlight, U = Uptight, G = Glare Type I Type II l ype III Type III-NFO Type IV Type IV-NFO Type V Type UR ALI-60 63 UO G3 B2 UO G2 62 UO G2 81 UO G2 B1 UO G2 BO UO G2 B3 UO G3 IIUO G3 ALT96 B4 UO G4 B3 UO G3 B3 UO G3 62 UO G2 Ell UO G3 BO UO G3 B4 UO G2 B3 UO G3 ALT120 IIUO G4 B3 UO G3 63 UO G3 B3 UO G3 Bl UO G3 BO UO G3 84 UO G2 63 UO G3 Absolute Lumens 350 mA lem,erature I' re I Type II Type III Type III-NFO Type IV Type IV-NFO Type V Type UR Amber(580nm)• N/A N/A N/A N/A N/A N/A N/A N/A ALT60 40DOK` 5529 5580 5652 4651 5610 4577 6130 5613 5000K 6010 6065 6143 5055 6098 4975 6663 6101 ALT96 Amber (580nm)` N/A N/A N/A N/A N/A 9096 N/A 7675 N/A 8951 N/A 8985 4000K• 9125 9179 9291 7371 5000K 1 9918 9977 10099 8012 9887 8342 9729 9766 Amber(580nm)• N/A N/A N/A N/A N/A N/A N/A N/A ALT120 4000K• 1 11373 11565 11676 10239 11561 10181 11391 11190 5000K 1 12362 12571 12691 11129 12566 11066 12381 12163 Absolute Lumens 700 mA Temperature Type l Type II Type III Type III-NFO Type IV Type IV-NFO Type V Type UR Amber(580nm)- N/A N/A N/A N/A N/A N/A N/A N/A ALT60 4000K" 8957 9309 9665 7802 9089 7666 9521 8970 5000K 9736 10118 10505 8480 9879 8333 10349 9750 Amber(580nm)• N/A N/A N/A N/A 14111 N/A N/A N/A ALT96 4000K• 14680 13.562 13816 11892 15338 12436 14884 12977 5000K 14680 14741 15017 12926 15338 13517 16178 14105 Amber (580nm)• N/A N/A N/A N/A N/A N/A N/A N/A ALT120 4000K' 18644 18579 19176 15705 18946 16182 19339 18344 5000K 20265 20195 20844 17071 20593 17589 27021 19939 LED performance and lumen output continues to improve at a rapid pace. Log onto www.kimlighting.com to download the most current photometric files from Kim Lighting's IES File Library. For custom optics and color temperature cnnflgurations, contact factory. 'Data is prorated from 5000K IES files. 0 2013 KIM LIGHTING • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 a FAX: 6261369-2695 Job: Type: Notes: Featuring CosmoPolis Electronic HID System 100 Line Page 1 of 3 101 Performance Sconce The Philips Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. j117 Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a flat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note. Philips Gardco reserves the right to reruse a configuration Not all combinations and configurations are valid, Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminaire) FT Forward Throw Not Available with Fluorescent or LPS sources 101 EM Emergency Sconce WT Wide Throw Not Available with Fluorescent or LPS sources. 101 EMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Refer to conpigurotion chart below for available combinations. WATTAGE AND VOLTAGE LAMP IYOLTA_GE CHART - 101 HID- Voltage JU M 2.4Q I M 347 4H 60CMPE 200 - 277 SOMH 70MH 10OMH 150MH 175MH** SOCMHE' UNIV 70CMHE' UNIV 1OOCMHE' UNIV 35HPS SOHPS 70HPS tOOHPS 1S0HPS 18LPS Fluorescent 26QF' UNIV 226QF' UNIV 32TRF' UNIV 232TRF' UNIV 42TRF' UNIV 242TRF' UNIV Combinations marked with a dot, shown with "UNIV" or "100-277"are available for ordering 60CMIPE 60 Watt CosmoPolis high performance electronic ceramic MH lamp and bollost system. Available in FT,,WT and MT Available 120V or 200V - 277V only. MH, CMHE and HPS types require medium based El lamps All MH 15OW and below are pulse start by design, including CMHE types. ** 175MH not available for sale in the United States. F�� � � t Y • � t Y �®®,©©©®©© CONFI0VRATI0N_CHART_101 EMR' CONFI0VRATI0N_CHART_101 EMR' ITIM 1. Fluorescent and CMHE luminaires feature electronic ballasu that accept 120V through MH - Metal Halide 277V, 50hz to 60hz, input. Specify "UNIV" voltage for 120V through 277V CMHE - Ceramic Metal Halide 2. One (1) lamp is powered in emergency mode with EM, EMC and EMR types with the 884CG option. with Electronic Ballast 3.Available with ICE420 option, which powers two (2) lamps in emergency mode- ICE420 HPS - High Pressure Sodium option only available with 226QF or 232TRF CAUTION: Maximum battery pack input LPS - Low Pressure Sodium power for EMR units with ICE420 option is 100 watts (83 amps) when heating element TRF- Triple Tube Fluorescent is on. This is in addition to the normal input power for luminaire lamps and ballast QF - Quad Fluorescent 4. Available with 1162 option, which powers two (2) lamps in emergency mode. Lamps are wired in parallel. In emergency mode, should one lamp become inoperable, the remaining lamp will operate with a minimum total initial output of 2,2501umens. 5. Refer to "101 Emergency Sconce Table" on page 3 for additional information 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227.0758 (512) 7S3-i000 FAX:(512) 753-7855 sitelighting.com © 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 79115-124/0512 aq GARDCO Featuring CosmoPolis Electronic HID System 100 Line Page 2 of 3 101 Performance Sconce FINISH OPTIONS BRP Bronze Paint F6 Fusing BLP Black Paint PCB' Button Type Photocontrol 6. 120V through 277V only. WP White Paint QS8 Quartz Standby 7. Not available with 480V 8 HID only, Not available with CMHE Ballasts, FT Optics or in 480V. NIP Natural Aluminum Paint QSTa Quartz Standby -Timed Delay 100 watt Quartz maximum. BG P Beige Paint Q924' Quartz Emergency 9. WT Optic only. 150w HID maximum, 100w Quartz maximum. 10 WT Optic only. 50CMHE or 70CMHE only Supplied with OC Optional Color Paint QT924' Quartz Emergency -Timed Delay two (2) 20W MR16 or two (2) 35WMR16 Flood (40° beam) tamps. Specify Optional Color or Q 12V'.to Quartz 12V Emergency 11. Not available with WG or POLY options. Not available with EM, RAL ex: OC-LGP or OC-RAL7024. EMC or EMR types. SC Special Paint Q20MR'o10 (2)MR16 12V Emergency - 20 Watt 12_ Rear entry permitted. Specify Must supply color chip. Q3SMR in:o (2)MR16 12V Emergency - 35 Watt 13. Not Available with WLU option. 14, 100 watt HID maximum. Polycorbonate lenses carry a 1 year ELED19'0 (2)LED 12V Emergency Modules - 6.2 Watt warranty only. SL Solitel Diffusing Lens 15.All Emergency Battery Packs for EMR types MUST be ordered with luminaires and supplied by Philips Gardco. UT 5° Uptilt 16. CAUTION: Maximum battery pack input power for EMR units with WLU" Wet Location Door for Inverted Mount ICE420 option is 100 watts (83 amps) when heating element WS 1z Wall Mounted Box for Surface Conduit is on. This is in addition to the normal input power for luminaire lomps and ballast DIMENSIONS 16 1/c I_ 41.28 cm WS/UT" WS Option w/5° Uptilt WG" Wire Guard POLY" " Polycarbonate Sag Lens L618 Lumistep" Ballast - 6 hour L8'8 Lumistep" Ballast - 8 hour 11-1016 Lumistep" Ballast - 10 hour EMR LUMINAIRES ON 11 B84CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF / 232TRF only. 1162" IOTA Remote Emergency Battery Pack 226QF / 232TRF / 242TRF only. 22.86 cm 17. Lamps are wired in parallel In emergency mode, should one lamp become inoperable, the remaining lamp will operate with a minimum total initial output of 2,250 lumens. 18. Available with CosmoPoliST system only. See submittal sheet CE200-005 for complete information on LumiStep" ballast. 19.W7 Optic only. 50CMHE or 70CMHE only Supplied with two (2) 61 watt, 300 lumen LED modules. 20. Requires a seperate source of 12 V power by others. Mounting Plate 0 4 5/16" 0 0 10.95 cm 01 1 3/4" dia. Y 4.4 cm 7.62 cm 0 0� Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5"(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the )-box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-78SS sitelighting.com © 2012 Koninklijke Philips Electronics N.V. All Rights Reserved, Philips Carrico reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 79115-124/0512 GARDCO 9 Featuring CosmoPolfs Electronic HID System Page 3 of 3 SPECIFICATIONS GENERAL: Each Philips Gardco 101 luminaire is a wall mounted cutoff luminaire for high intensity discharge or compact fluorescent lamps. Internal components are totally enclosed in a rain -tight, dust -tight and corrosion resistant housing. The housing, back plate and door frame are die cast aluminum. A choice of three (3) optical systems is available. Luminaires are suitable for wet locations (damp locations if inverted). HOUSING: Housings are die cast aluminum. A memory retentive gasket seals the housing to the door frame to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece die cast aluminum door frame integrates to the housing form.The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners.The heat and impact resistant 1/8 (.32cm) tempered glass lens and one-piece gasket are mechanically secured to the door frame with four (4) galvanized steel retainers. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted components, electropolished, anodized and sealed. Reflector segments are set in arc tube Image duplicating patterns to achieve the wide throw, forward throw or medium throw downlight distributions. ELECTRICAL: STANDARD LUMINAIRES: Each high power factor HID core and coil ballast is the separate component type. For luminaires provided with CosmoPolisTm, each high power factor ballast is electronic, designed specifically for the CosmoPolis" high performance ceramic metal halide electronic sytem. All HID ballasts are capable of providing reliable lamp starting down to-20°F/-29'C. Standard fluorescent units have a starting temperature of 0°F/-18°C. Standard fluorescent ballasts are high power factor electronic solid state. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600VAC at 150°C or higher. Plug disconnects are listed by UL for use at 600 VAC,15A or higher. LUMINAIRES FOR USE OUTSIDE NORTH AMERICA: Philips Gardco has capability to provide luminaires meeting requirements world wide. Consult the factory for specifications for projects outside North America. LUMINAIRES with Q924 / G12V / QMR20 / QMR3S / ELED OPTIONS: Luminaires with the Q924 option require a separate source of 120V power (by others.) Luminaires with Q12V, Q20MR, Q35MR or FLED options require a separate source of 12V power (by others.) EMERGENCY LUMINAIRES: All emergency luminaires feature an indicator light visible through the lens and a test switch accessible through the door assembly. Minimum battery pack ambient temperatures are as indicated in the 101 Emergency Sconce Table. In the event of a power interruption, emergency luminaires will power compact fluorescent lamps as indicated in the 101 Emergency Sconce Table at reduced light levels for a minimum of 90 minutes. 100 Line 101 Performance Sconce EMR LUMINAIRES include a 7.572.29m,12 wire, quick disconnect assembly for wiring through conduit (by others) to a B84CG,1162 or ICE420 fluorescent emergency battery pack. The fluorescent emergency battery pack MUST be supplied by Philips Gardco. The 884CG option, the 1162 option or the ICE420 option is required on the order to the factory. CAUTION: Maximum battery pack Input power for EMR units with ICE420 option is 100 watts (83 amps) when heating element is on. This is in addition to the normal input power for luminaire lamps and ballast. 101 Emergency Sconce Table" 101 Emergency Battery Pack Min. Lamps Powered Luminaire Ambient Temperature in Emergency Mode 101 EM (Integral) 32'F / O'C (1)26,(1)32,or (1) 42 Watt Compact 101EMC(integral) -4'FI-20'C 101 EMR (Remote) with 32' F/ 0'C Fluorescent Lamp 884CG Option 101 EMR (Remote) with 32' F/ 0'C (2) 26. (2) 32 or (2) 42 Watt Compact 1162 Option" Fluorescent Lamps 101 EMR (Remote) with 0'F / -18'C (2) 26, or (2) 32 Watt Compact ICE420 Option" Fluorescent Lamps Notes: 21, See Philips Gardco Emergency Light Output Information (79115-155) for emergency lumen output data. 22, Lamps are wired in parallel. In emergency mode, should one lamp become inoperable, the remaining lamp will operate with a minimum total initial output of 2,250 lumens. 23. CAUTION: Maximum battery pack input power for EMR units with ICE420 option is 100 watts (.83 amps) when heating element is on.This is in addition to the normal input power for luminaire lamps and ballast. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. Fluorescent sockets are high temperature (PBT) with brass contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors are as listed. Consult factory for specs on custom colors. LABELS: All luminaires bear UL or CUL (where applicable) labels, except as noted. Lens down application is Wet Location and lens up is Damp Location. Emergency luminaires do not bear CUL label. WARRANTY: Philips Gardco luminaires feature a 5 year limited warranty. See Warranty Information on sitelighting.com for complete details and exclusions. Polycarbonate lenses carry a 1 year warranty only. FULL CUTOFF PERFORMANCE: Full cutoff performance means a luminaire distribution where zero candela intensicy occurs at an angle at or above 90' above nadir . Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of 80' above nadir. This applies to all lateral angles around the luminaire. CUTOFF PERFORMANCE: Cutoff performance means a luminaire distribution where the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle at or above 90' above nadir, and 100 (10 percent) at a vertical angle of 80' above nadir.This applies to all lateral angles around the luminaire. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227-07SB (512) 753-1000 FAX:(512) 753-7855 sltelighting.com ® 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 79115-12410512 (31 GARDCO MM LIGHTING Type: Job: Catalog number: Fixture Electrical Module Luminaire Finish Option See page 2 Specifications CB Models 10 to 20 Diodes CB32 Maximum weight: 20 lb (152 mm(1D ) 1 r (152m) 26" I LIGHT 32" CENTER HEIGHT (813 mm) (660 mm) 5' DIA. — — (121 mm) CB24 Maximum weight: 17 lb 6" 6' DIA. (152 mm) r (152 mm) 18 I LIGHT 24' CENTER (610 mm) HEIGHT — (457 mm) r„ 21/2 MIN (634 mm) 21h" MIN. (634 MM) BASE PLAN CB 5" DIA. (127 mm) �1 3/4" DIA CONDUIT j, OPENING (45.5 mm) MUBBBLL NIIBBELt LIBNTW6, INC. 2I8" BOLT CIRCLE DIA. (73 mm) Compact Bollard revision 6/29/11 • kl_cbled_spec.pdf Approvals: Date: Page: 1 of 2 Top, Louvers: Interlocking die-cast, low -copper (<0.6% Cu) aluminum sections fasten together with concealed stainless steel screws. Louver base assembly fastens internally to riser with 4 concealed screws. Riser: Extruded aluminum, 5" diameter, .125" typical wall thickness, external vertical grooves align with vertical members on louver assembly. Attaches to anchor base with 4 countersunk stainless steel flat socket head screws finished to match fixture. Anchor Base: Heavy cast aluminum, fully concealed within riser shaft, Three 3/8" x 10"+ 2" zinc plated anchor bolts, each with two nuts and washers, and a rigid pressboard template, Globe: Internally fluted, clear tempered glass, fully gasketed. Optical Module: Each LED equipped with a directional optic for maximum beam angle projecting through louver stack spacings, LED boards to be mounted to an anodized inter -locking heat sink extrusion. (Type 1) two 5-LED boards for a total of 10-LED. (Type III) three 5-LED boards for a total of 15-LED. (Type V) four 5-LED boards for a total of 20-LED. Available in 3500K and 5100K color temperatures. Electronic Module: All electrical components are either UL or ETL recognized, mounted on a single plate and factory prewired with quick disconnect plugs. Driver is rated for 407 starting and has a 0-10V dimming interface for multi -level illumination options. Finish: TGIC thermoset polyester powder coat paint, 2,5 mil nominal thickness, applied over a titanated zirconium conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Stealth Gray7m, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state and/or local codes. Failure to do so may result in serious personal injury. Listings and Ratings UL, or ETL to UL Standards 1598 & 8750' IP46 Rated I 25C Ambient 'Suitable for wet locations. KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE © 2011 KIM LIGHTING • P.O BOX 60080, CI1Y OF INDUSTRY, CA 91716.0080 • TEL 626/968-5666 • FAX 626/369.2695 V A MM LIGHTING CB LED Compact Bollard revision 6/29/11 • kl_cbled_spec.pdf Page: 2 of 2 Standard and Optional Features Fixture I Cat. No. ❑ CB24 Compact Bollard 24" overall height Cat. No. designates fixture. 11 CB32 Compact Bollard 32" overall height Electrical Module LED - Light Emitting Diode Finish TGIC thermoset polyester powder coat paint applied over a titanated zirconium conversion coating on fixture and shaft. Cat. Nos. for LED Electrical Modules available: A xK x Source: emperature: r3Kr= rVoage: ❑ 10L= 10 LED 3500K UV (IES Type 1) 5100K ❑ 15L= 15 LED Universal (IES Type III) Voltage shall ❑ 20L= 20 LED range from (IES Type V) 120V-277V FIXTURE TOTAL SYSTEM WATTS VOLT OPERATING AMPS CB24 or CB32 - 10 LIFO 12 120 / 208 / 240 / 277 .10 / .05 / .05 / .04 CB24 or CB32 - 15 LED 18 120 / 208 1240 / 277 .15 / .09 / .08 1.07 CB24 or CB32 - 20 LED 24 120 1208 / 240 / 277 .201.12 / .10 1.09 Color: Black Dark Bronze Light Gray Stealth Gray'" Platinum Silver White Custom Color' Cat. No.: ❑ BL ❑ DB ❑ LG ❑ SG U PS ❑ WH ❑ CC NOTE: Black and Dark Bronze colors will produce slightly less louver brightness than Light Gray or White. 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: — © 2011 KIM LIGHTING • PO BOX 60080 CITY Of INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX 626/369-2695 No Text Page l of 1 http://miamistoneinstallers.com/brick-pictures/brick-veneer-with-cap. jpg 5/2/2013 in evergreen. id (ing rs. :h ?n ,ailable nBl7ackyM Bronze 9 tst.,..r, Charcoal Navy Blue Evergreen Burgundy I Red Space -saving Metro bike racks. The simple yet classic loop design looks great and fits in everywhere — including tight spaces. • 20-year limited structural warranty with 7-year finish warranty Fusion Advantage bike racks are protected by the patented Fusion Advantage finish that won't rust, fade, peel, chip, crack, mold or mildew • Fade -resistant powder coated bike racks feature a state -of -the art primer proven to prevent rusting • Bikes can be parked inside each of the upper and lower loops and also on each end • Allows two points of contact for safe securing of bike frame and wheel See chart above for available colors (more optional colors shown at upbeat.com). Inground mount rack legs are on additional 10"long for inground installation. Metro Bike Racks with Fusion Advantage Finish 3-13ike Rack with 1 Loop • Surface Mount • 36"H x 181 • 33 Ibs 32CCS-L8R3PVCSURF $275 5-Bike Rack with 3 Loops • Surface Mount • 36"H x 42%• 58Ibs 32CCS-LBRSPVCSURF $295 7-Bike Rack with 5 Loops • Surface Mount • 36"H x 561.88 Ibs 32CCS-LBR7PVCSURF $375 9-Bike Rack with 7 loops • Surface Mount • 36"H x 91% • 119lbs 32CCS-LBR9PVCSURF $475 3-13ike Rack with 1 Loup -Inground Mount • 36"H x 18"L • 37 Ibs 32CCS-LBRYWING" $275 5-Bike Rack wilII s l oo p% • Inground Mount • 36"H x 39%• 62Ibs 32CCS-LBRSPVCING" $295 7-13ike Rack with I o qn • Inground Mount • 36"H x 64"L • 95lbs 32CCS-LBR7PV(ING" $375 9-Bike Rack with / I on p , • lwpowid Mount • 36"H x 88"L • 128lbs 32CCS-LBR9PV(ING• $475 'Height will vary based on uranlboin depth Metro Bike Racks with Powder Coat Finish 3-Bike Rack with 1 Loop • Surface Mount • 36"H x 171.25 Ibs 32CCS-LBR3PSURF $135 5-Bike Rack with 3 Loops • Surface Mount • 36"H x 42% • 42 Ibs 32CCS-LBR5PSURF $245 F. 7-Bike Rack with 5 Loops • Surface Mount • 36"H x 65% • 64 lbs 32CCS-LBR7PSURF $295 9-Bike Rack with 7 Loops • Surface Mount • 36"H x 91 % • 87 lbs 32CCS-LBR9PSURF $395 3-Bike Rack with 1 Loop • Inground Mount • 36"H x 111 • 27 Ibs 32CCS-LBR3PING* $135 5-Bike Rack with 3 Loops • Inground Mount • 36"H x 39%• 47Ibs 32CCS-LBRSPING* $245 7-Bike Rack with 5 Loops • Inground Mount • 36"H x 64%• 69Ibs 32CCS-LBR7PING* $295 9-Bike Rack with 7 Loops • Inground Mount • 36"H x 88% • 94 Ibs 32CCS-LBR9PING* $395 'I leight will vary based on installation depth. Shown in bronze. Multi -axis bike rack. This architectural bike rack allows for easy bike parking from any angle. • 20-year limited structural warranty with 7-year finish warranty • Fade -resistant powder coated steel features a state -of -the art primer proven to prevent rusting Allows two points of contact for safe securing of bike frame and wheel • 3-bike capacity See chart at left for available colors (more optional colors shown at upbeat.com). Multi -Axis Bike Rack G. 37"H x 17"W x 301 • 42 Ibs • 32CCS-LBR3MASURF $250 Protect your site with outdoor and/or indoor signage. See details at upbeat.(om. NO SKATEBOARDING flOUEflBIADING OR BICYCLE RIDING Styrene Sign — No Skateboard/Bike Riding H.)111x11"W •11b•32CCS-MSll06 $25 GET IT FAST! Most items ship in 10 days or less. I upbeat.com 1800-325-3047 �D and white. =at.com ADA-accessible product purchases may be eligible for tax credits* 'Consult your tax adviser for requirements. Ultra Sleek Flat Bench 32FSC-F1365 $545 Shown in black Wide Slat Ash Urn 32UNM-MT12 $761 See upbeat corn Shown in brovr Shawn In cedar and black. Wide Plank Recycled Plastic Bench See page 21. 32CCS-RCPTC6 $525 See page 35. 7 A! t. r; 4 4�� Shown in walnut. Garden Receptacle 32CSL-GS20 $400 See page 122. Privacy Page 2 of 2 New England Post Caps Add a Decorative Touch Photo 7 of 16 SJ— Medium Fast http://hawkcreekfence.com/Privacy_Q2IE.php 5/23/2013 r md, southbur ington PLANNING & ZONING Permit Number SD- - (o fice use oily) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Smart Hospitality, Inc. c/o Anil Sachdev, 576 - 92nd Street, Brooklyn, NY-fT20-9-- Tel # 917-279-9280 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 579 Pages 307-308 3) APPLICANT (Name, mailing address, phone and fax #) Pizza alli Properties, LLC 346 Shelburne Road. Suite 601. Burlinaton. VT 05401 Tel # 660-6805 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert BOUChard Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601, Burlington, VT 05401 Tel # 660-6805- Fax # 660-6868 5a) CONTACT EMAIL ADDRESS Bbouchard(a_�izzagalli rrooperties.com 6) PROJECT STREET ADDRESS: 462 Shelburne Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-n046? 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Pizzagalli Properties proposes to construct a three story, 31,280 square foot general office building with 121 parking spaces on 1.71 acres. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) 462 Shelburne Road is currently the home of Liberty Inn & Suites, a 48 unit single story motel. The property also contains one single family residence that is currently unoccupied. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) No existing uses are to remain. Pizzagalli Properties proposes to construct a three story, 31,280 square foot general office building with 121 parking spaces. The proposed project will reduce the number of curb cuts from 7 to 3. d) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed building is�31,280 square feet. No existing bu�ildinas are to remain. e) Proposed height of building (if applicable) 0 Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The property also contains a single family residence that is currently unoccupied but periodically used as an office/storage for the motel operation. 9) LOT COVERAGE a) Building: Existing26 % b) Overall (building, parking, outside storage, etc) Existing 68.8 % c) Front yard (along each street) Existing % Proposed 14.2 % Proposed 71 % Proposed % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Hadley Road divides the property. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The proposed project will have curb cuts off Hadley Road. All utilities are either on site or on or adjacent to Hadley Road. Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE Sig 2014 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time f submitting the application. See the City fee schedule for details. " A(I l// 4-- 4 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V. S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 61Z�C_-Ir SIGNATURE OF APPLICANT Please see property owner's authorization enclosed. SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: ` I have reviewed this sketch plan application and find it to be: JAI Comp The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev 12-2011 e d�a, b4i- 4j 09/07/ZQIZ FRI 15:95 FAX ITV VI/ VV 1 Property Owner Authorization Letter Owner Authorization Agreement for: 462 Shelburne Road, South Burlington, VT 05403 Date: September 4, 2012 This letter is to serve as permission for Pizzagalli Properties, LLC to act as the agent for the owner, to prepare and submit all documentation and attend all meetings pertaining to any of the following applications: 1. South Burlington Miscellaneous Application 2. South Burlington Site Plan Application 3. Conditional Use Application for the City Council under Interim Bylaws This agreement pertains to the property located at 462 Shelburne Road, South Burlington, VT, 05403 and whose deed is recorded in Volume 579, Pages 307-308, Tax Map # 1540-00462 Furthermore, 1, Anil Sachdev, owner, do hereby authorize Pizzagalli Properties. LLC to agree to terms and conditions, which may arise as part of the approval of the applications. Signature of Property Owner Ah I � 3a eL..d e V Name of Property Owner (Please Print) r �h1A south )udingtoi PLANNING & ZONING Permit Number SD- M , � (a - (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Smart Hospitality, Inc. c/o Anil Sachdev, 576 - 92nd Street, Brooklyn, NY11209 Tel # 917-279-9280 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 579 Pages 307-308 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601, Burlington, VT 05401 Tel # 660-6805 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) ODtion 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert BOUChard _ Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601, Burlington, VT 05401 Tel # 660-6805- Fax # 660-6868 5a) CONTACT EMAIL ADDRESS Bbouchard an izzagalli rrooperties.com 6) PROJECT STREET ADDRESS: 462 Shelburne Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-0046? 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Pizzagalli Properties proposes to construct a three story, 32,000 square foot general office building with 133 parking spaces on 1.71 acres. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com b) Existing Uses on Property (including description and size of each separate use) 462 Shelburne Road is currently the home of Liberty Inn & Suites, a 48 unit single story motel. The property also contains one single family residence that is currently unoccupied. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) No existing uses are to remain. Pizzagalli Properties proposes to construct a three story, 32,000 square foot general office building with 133 parking spaces. The proposed project will reduce the number of curb cuts from 7 to 2 and eliminate all existing curb cuts onto Route 7. d) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed building is32,000 square feet. No existing buildings are to remain e) Proposed height of building (if applicable) 0 Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The property also contains a single family residence that is currently unoccupied but periodically used as an office/storage for the motel operation. 9) LOT COVERAGE a) Building: Existing2.3-ffl % b) Overall (building, parking, outside storage, etc) Existing 68.8 % c) Front yard (along each street) Existing % Please see coverage calculations enclosed. Proposed 14.30 % Proposed 74.1 % Proposed % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Hadley Road divides the property. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The proposed project will have curb cuts off Hadley Road. All utilities are either on site or on or adjacent to Hadley Road. Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE Sig 2014 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. ( 9V� NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE F P OPE TY OWNER Do not write below this line DATE OF SUBMISSION: ! P/�/�; I have reviewed this sketch plan application and find it to be: Complete _ ❑ Incomplete /O/-;�l Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2011 09/07/2012 FRI 15, 35 FAX U001/001 Property Owner Authorization Letter Owner Authorization Agreement for: 462 Shelburne Road, South Burlington, VT 05403 Date: September 4, 2012 This letter is to serve as permission for Pizzagalli Properties, LLC to act as the agent for the owner, to prepare and submit all documentation and attend all meetings pertaining to any of the following applications: 1. South Burlington Miscellaneous Application 2. South Burlington Site Plan Application 3, Conditional Use Application for the City Council under Interim Bylaws This agreement pertains to the property located at 462 Shelburne Road, South Burlington, VT, 05403 and whose deed is recorded in Volume 579, Pages 307-308, Tax Map # 1540-00462 Furthermore, 1, Anil Sachdev, owner, do hereby authorize Pizzagalli Properties, LLC to agree to terms and conditlons, which may arise as part of the approval of the applications. Signature of Property Owner Ahi 1 3a A--8 9- Name of Property Owner (Please Print) 462 Shelburne Rd. Coverage Calculations Proposed Site plan 12197K Sept. 12th, 2012 North Lot - South Lot - Required Existing Proposed Lot Coverage (%) 70.0 84.3 73.4 Building Coverage (%) 40.0 32.5 28.8 Shelburne Rd. Frontage (4,918 sf) Coverage (%) 30.0 56.4 SS.S Hadley Rd. Frontage (6,771 sf) Coverage (%) 30.0 71.3 62.9 Lot Coverage (%) 70.0 53.4 74.8 Building Coverage (%) 40.0 20.1 0.0 Shelburne Rd. Frontage (3,062 sf) Coverage (%) 30.0 0.0 22.3 Hadley Rd. Frontage (9,560 sf) Coverage (%) 30.0 59.2 6 I 462 Shelburne Road I South Burlington, Vermont I Pizzagalli Properties, LLC. 525 Hercules Drive I Suite Twu I Colcheste;-, VT 05446 1 P: 802.655.5020 1 F: 802.655.656/ 1 wienianniamphere.com LEGEND ----336---- EXISTING CONTOUR 336 PROPOSED CONTOUR - - - - APPROXIMATE PROPERTY LINE - - - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND El CONCRETE MONUMENT FOUND --SS GRAVITY SEWER LINE -- -FM FORCE MAIN -- W WATER LINE OE OVERHEAD ELECTRIC UE UNDERGROUND ELECTRIC - G GAS LINE -ST STORM DRAINAGE LINE (SS SEWER MANHOLE ® STORM MANHOLE HYDRANT i ® SHUT-OFF `r�• POWER POLE ® CATCH BASIN ao LIGHT POLE SIGN [^ DECIDUOUS TREE CONIFEROUS TREE rrwvwwv� EDGE OF BRUSH/WOODS PROPOSED -•-•- FENCE SEWER SERVICE - DRAINAGE SWALE GRAPHIC SCALE rb IN FEET) O 1 inch � 20 IL Ihh+++NMMI GENERAL NOTES W 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. r�-1 2. All existing utilities not Incorporated into the final design shall be removed or abandoned la as indicated on the plans or directed by the Engineer. !w! 3. The Contractor shall maintain as -built plans (with ties) for oll underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct 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 and operable facilities and utilities. 8. If the building is to be sprinklered, back flow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any Item until shop drawing approval is granted. 10. In addition to the requirements set In these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the site work shall be considered as part of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cuts shalt be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17. Property line Information is approximate and based on existing tax map information. This plan is not a boundary survey and is not intended to be used as one. Existing utilities are based upon information provided by the South Burlington Water and the Burlington Public Works Departments. No field work has been performed to create this site plan. ENGINEER: ISITE. ' n/f PER AS. PAVL a EONA h S 4SHELBURNE RD. 11540-0043030 n/f MCCLAUCLLIN, TIMOTHY W < 5 WHITE PL I APPROXIMATE vi p179D_000Os n/1 HOHL. I I SETBACK LIMITS Q, PAI7 WHITE LNEKE CML ENGINEERING ASSOCIMTES. INC, I i /fTso-ooDO� 1oAMINKLIiEW11A1E, 901AH&HN0IDN. W Eel■ ■ •guano ■ ■ ±177• I s■awal■ M eM■Mrf . WwW� ■ ■ - ■ ■ I 71 CaPxR1RM - ■ •■• I JSO I' i 1S SMART HOSPITALITY, INC. 1 csscxcD SAV 462 SHELBURNE RD. TAX MAP #1540-00462-C 15 w ■'f AeeRDveD !■ t.85 Aa. JSO I I �� I I I APPLIOANT: ■ PROPOSED 10,656 SF I Y I COMMERCIAL i w II OFFICE BUILDING WITH I N I■ THREE FLOORS I i I TOTAL GFA = 31,968 SF I U I X I■ / ■ /f YCE, TR N. TEES' TED P�H� I w HADLEYRD I I i ■ PROPOSED WATER SERVICE I 5T ■ I. s ■ ■ ■ ■ I • APPROXIMATE I ✓EXISTING WATER I I 8 I t225' ■ ■ �■ - SERVICE AND CURB STOP(TYP.) � I .NA n/28 HIADLEY RD p]6D-DOD28 I - I --------- HADLEY ROAD ! ■ I - I - PROPOSED SIDEWALK I AND CROSSWALK -ss-�"wcAlr� - _ - -� \ H -I I - - APPROXIMATEal" PROPERTY LINES �- -- -ss� _ - w ZONING DISTRICT BOUNDARY W- EX._' WATER MAIN I -SS- i— -. - - - - - _ EXIST NG CONCRETE SIDEWALK w ■-_ ■ Sai --I-- --- - _ -s O - � sr _ _ - - I' II -w-- ---- - I � i � l ., 7 7 I i �9 9 o -'-' �� ■ ■ ■_- SMART HOSPITALITY, INC. _. 462 SHELBURNE RD. ■ ■ ■ ■ ��■ \ MAPt B64Ac.00462-C I 14__x ■ ■ `P LAX ' - ' SCREENING WALL ROPOSED - • .�. 15 - - J • APPROXIMATE E ,v - - SETBACK LIMITS ■ I n/f BOUCLE, L. 29 HADLEY RD. RD. ■ p]50-o0028 n/f DN.MER PROPERTIES LLC ■ 'pBACON 012 i ■ ■ ■ ..... . t184. ■ ■ ® ■ ■ COMM. 1/RES. 15 RES. CALCULATIONS I n/f DIELEPROPERTIES, LLCPARKING 14 BACON ST. pogo-ooD14 n/f 2DICON STREET I BocoNpp LLC I I Proposed GFA = 10,656 sf/floor ® 3 floors = 31,968 sf I Proposed Parking Spaces = 133 spaces I Allocation = 4.2 spaces/1,000 sf GFA I I i i I I I t PIZZAGALLI PROPERTIES LLC 50 JOY DRIVE SOUTH BURLINGTON VERMONT 05407 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 i- -- ._ : -.�-- ��Hna,er RD. EIS 18 x'I PROJECT ...�$. wcnnaN R So. BURI,TNGTON LOCATION MAP =2" REVISEON zeIli CNE�x9U oED Unlltt wfUr+u�.nory PRELIMINARY PROPOSED SITE PLAN JUN. 27, 2012 �AinD N�IMRrv,R RCA 1" = 20' C 1.0 Pool. ND. 12197K Burlington, Vermont Ptattsburgh, New York Austin D. Hart E-mail: ahart@dinse.com February 12, 2013 Bob Bouchard Pizzagalli Properties LLC 346 Shelburne Road Burlington, VT 05401 Re: 462 Shelburne Road, South Burlington Dear Bob: You asked me to provide my analysis of the City of South Burlington Land Development Regulations, specifically as they relate to Pizzagalli Properties' current proposal for the development of 462 Shelburne Road, including the placement of the office building on the southerly side of Hadley Road (the "South Parcel") and a portion of the required parking on the parcel on the northerly side of Hadley Road (the "North Parcel"). The current plan is shown on the Concept Plan prepared by SEG Group, Sheet CP-100, dated December 14, 2012 (the "Site Plan"). The following provisions in the Land Development Regulations govern the City's review of the development configuration shown in the Site Plan. Article 5.01 -- The project site is located in the C1 -RI 5 District, which "encourages the location of general retail and office uses in a manner that serves as or enhances a compact central business area." Planned Unit Developments are encouraged "to provide a potential location for high -traffic, generating commercial uses." General office uses are permitted in the Cl District (Table C-1). Article 5.01(C) --Uses that are accessory to permitted uses, such as general office, are also permitted uses in the C-1 District. Parking is accessory to the general office use. Table C-1 also lists a stand-alone commercial parking lot as a conditional use in the C-1 District. • Article 3.06(H) -- The design of the parking lot complies with the front setback requirements. + Article 11 -- The project site is not located in the Design Review Overlay Districts, so the special application and review procedures in Article 11.01(E) do not apply. Article 13.01 -- Subsection (A) specifically states that off-street parking is considered an accessory use to all permitted and conditional uses. The project contains all of the required off-street parking specified in Table 13-2. • Article 13.01(D) --Subsection (1) specifically authorizes the use of off -site parking to satisfy (B 1013537.1 08795-0032) DINSE f KNAPP' McANDREW 209 Battery Street PO Box 988 Burlington, Vermont 05402 802-864-5751 www.dinsr.00m LAW OFFICES OF RINSE, KNAPP &1VMGANDREW, P.C. Bob Bouchard February 12, 2013 Page 2 Article 13.01(D) -- Subsection (1) specifically authorizes the use of off: site parking to satisfy parking requirements. The off -site parking is adjacent to the proposed office building, separated only by Hadley Road. All of the parking spaces are well within the 800 linear feet maximum distance set out in Subsection (2)(b). The furthest parking space on the North Parcel would be about 265 feet away from the proposed entrance at the rear (east end) of the building on the South Parcel. The northerly parking lot will be owned by the applicant and, therefore, all of the spaces will be available for occupants of the office building. • Article 14.06(B) -- The requirement in Subsection (2)(a) that parking be located to the rear or sides of buildings does not apply to the North Parcel because this parcel does not contain any building. Since a stand-alone commercial parking lot with no building is a conditional use, this provision cannot be read as prohibiting the use of the lot for parking as accessory to a permitted use. Subsection (2)(b)(iii) recognizes that there may be unique site conditions where parking can be located adjacent to the public street. The Site Plan shows trees, plantings, and landscaping walls to screen the parking area from view from Shelburne Road and Hadley Road and to present an attractive appearance to pedestrians on the adjacent sidewalks. Heavily landscaped buffer strips will screen the parking area from the residential lots to the north and the east. • General -- The location of parking adjacent to Shelburne Road is perfectly consistent with existing development in the area. The shopping centers on both sides of Shelburne Road to the south of the project site have extensive parking in front of buildings up close to Shelburne Road with much less screening and landscaping than that proposed for the project site. In summary, there are numerous provisions in the Land Development Regulations that authorize the use of the North Parcel as a parking lot to serve the office building on the South Parcel. Furthermore, there is nothing in the Land Development Regulations that prohibits the use of the North Parcel for parking. Even if the Land Development Regulations were deemed to be ambiguous on this point, that ambiguity or uncertainty must be interpreted in favor of the applicant. Very truly yours, DINSE, KNAPP & McANDREW, P.C. Austin D. Hart ADH:lg (Rl 013537.1 08795-0032 i Page 1 of 1 ray From: Bob Bouchard [Bob.Bouchard@pizzagalliproperties.com] Sent: Tuesday, November 20, 2012 4:12 PM To: ray Subject: #SD-12-26 Dear Ray: Pursuant to project #SD-12-26 (462 Shelburne Road), Pizzagalli Properties would like to request a continuance to the second meeting in January of 2013, from our previously scheduled (12/4/2012) review with the South Burlington DRB. After our recent meeting with the South Burlington City Council, we have had one meeting with our neighbors to discuss in detail what they would like to see for a use on this site. We anticipate having at least one more meeting to refine our design further. We are scheduled to meet with the City Council on Monday, December 17th, 2012. Please don't hesitate to contact me with any questions. Sincerely: Bob Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(o�-pizzagalliproperties.com NOTICE: Our website can now be viewed at www.pizzagalliproperties.com. 11/21/2012 1 PIZZAGALLI PROPERTIES, LLC T R A N S M I T T A L 346 Shelburne Road, Suite 601 Burlington, Vermont 05401 T 802.660.6800 F 802.660.6868 www.pizzagalliproperties.com To Ray Belair, Administrative Officer From Robert Bouchard Address City of South Burlington Date/Time January 8, 2013 595 Dorset Street Subject 462 Shelburne Road South Burlington, VT 05403 Enclosed Quantity Code 1 Application for Subdivision Sketch Plan Review 1 Proposed Perspective 5 Preliminary Proposed Site Plan C1.0 5 Landscaping Plan CP-100 Remarks Codes: A FOR INITIAL APPROVAL F QUOTATION REQUESTED K LETTER FOLLOWS B FOR FINAL APPROVAL G APPROVED L FOR FIELD CHECK C APPROVED AS NOTED - RESUBMISSION REQUIRED H FOR APPROVAL M FOR YOUR USE D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED I AS REQUESTED OR REQUIRED N SEE REMARKS E DISAPPROVED - RESUBMIT J FOR USE IN ERECTION CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 19th day of February 2013, a copy of the foregoing public notice for Sketch Plan #SD-12-26, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: Paul Maxted, 455 Shelburne Street, Burlington, VT 05401 Champlain Capital Management, c/o Rotella Property Management, 11 Thornton Street, Winooski, VT 05404 Christopher & Minton Clark, 471 Shelburne Street, Burlington, VT 05401 Gail Rosenberg & Thomas O'Connor, 475 Shelburne Street, Burlington, VT 05401 Robert Corey & Martin Bombard, 407 Dalton Drive, Unit C, Colchester, VT 05446 Paul & Edna Perras, 430 Shelburne Road, South Burlington, VT 05403 Timothy McClaughlin, 5 White Place, South Burlington, VT 05403 Patrick & Anneke Hohl, 7 White Place, South Burlington, VT 05403 Joyce Flanagan & Trustees, 24 Hadley Road, South Burlington, VT 05403 Dana Houlihan, 28 Hadley Road, South Burlington, VT 05403 Alice Bouch6, 29 Hadley Road, South Burlington, VT 05403 (mail to: P.O. Box 5573, Essex Junction, VT 05453) 20 Bacon Street, LLC, PO Box 1335, Burlington, VT 05402 Diemer Properties, LLC, 14 Bacon Street, South Burlington, VT 05403 Dated at Burlington, Vermont, this 19th day of February 2013. Printed Name: Phone number and email: Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 1. r w• y. vu . M' i w,,.w�,uw,� ' �► W ! . . EEL 62REM Project Number I Printed: 11/30/2012 3:25:02 PM i I I I I I I I I 1 I I I I I I I 1 I I I 1 I I I I I I 1 1 I I n/1 PEARAS. PAUL a t , 4D0 SNEI&MNE RD.. , /1540-00400 N j n/f 71MOTH MI ElGNLN, 1 Y r I 1 I � s MITE vL. \ y �Ino-0000s �r Npw. 1 1 f �w RAn7 �N7 I I 1 I 462 SHELBURNE ROAD j , I I South Burlington, Vermont tl T 1 1 I I "TALL DECORATIVE HEAVILY LANDSCAPED BRICK SCREEN WALL a: * SCREEN FENCE AREA TO CREATE BUFFER - PLANTED W1 BOSTON IVY y 14 12 I i 1 12 12 f 1 j I 131 C $T H U R C H REE T It ; �'- 12 •1 I I , BDRl1YGTD N, VT 05401 i r1 ( I TEL: 802,8620098 NEW STREET TREES 4F. SCAPED ISLANDS LANDSCAPED IS r7 I I '' WWW. SEGROUPCOM } VISUALLY BREAK- TO VISUALLY BREAK-UP y1 ING LOT I n PARKING LOT o (r}S ! r OSPITAEXISTING FENCLITY, INC. ' I + I I I 1 462 SHELBURNE RD. 1 I TAX MAP N1540-00462-C n o 1 t.85 Ac. S it NEW STREET TREES " r) U I t n/1 RANATRUS , iE0 a TRUSTEES TRUSTEES ^m':� n HEAVILY LANDSCAPED 1 zi N$0-00 RD. , , EXISTING �o CREATE BUFFER r R0"0 0D02a , 1 PIZZAGALLI PROPERTIES STREET TREES i I I , Developer 346 Shelbume Road SWBe 801 • T ��_ i I 7 euAlrgron. VT owl 802.660.6800 BRICK SCREEN WALL PLANTED W/BOSTON IVY 225' n/1 NOODNAN, DANA I I I a - B } ''t — — _ r _ ❑ PD750-000020 1 l o ® LEY OAD - I BRICK SCREEN WALL : e w PLANTED W/ BOSTON IVY— z - - - _ NEW STREET TREES N 0=0' 20' 40' N v BRICK SCREEN WALL ABBBBBBI w a, PLANTED W/ BOSTON IVY GRAPHIC SCALE: 1'r20' EXISTIN `I E SIDEW NEW STREET TREES A•`I I i _ •x-•iJ. _ a �• '- - - _ - _ PROPOSED PATH vl _ - Scale' 1" 20' EXISTING STREETTREES ORNAMENTALSHRUBS AND PERENNIALS EXISTING - STREET TREES m I I I I 1 I 1 1 I 1 -- , _ BIKE RACKS � — � — Dale: 12.14.12 1 Drawn By: MKW PROPOSED ± 10, 560 SF - • I cneoNed BY MKW i � ry GRAVEL PATH I COMMERCIAL -6 : W ReNsbre: OFFICE BUILDING WITH 10 THREE FLOORS . TALL THE S TOTAL GFA = ±31,280 SF SM46 SHE BURLEYSFENCE SCREEN FENCE RD. i. 6 AC i Og - 1fe 1 Q Q �" Q Q—�_ ❑ HEAVILY LANDSCAPED t140' Q �❑ _ — — — AREA TO CREATE BUFFER I 8' TALL DECORATIVE 1 o«�ro+m wr a SCREEN FENCE �_--". • � i n/I BawEE AVCE I _ 1 (]� 29 XADIEY R0. TMIe n/r DIEMERBPRO ESRES, LLC ,— _❑ ❑ _ 1 (Y]{ = pT 02 /0ORO-00012 — _ 1 �— ❑-�—❑ , CONCEPT PLAN E: t184 J - - COMM. 1/RES. 15 1 �--��-- n/1 DINNER PROPERTERES.4 S. IC Shae1 Number, 1 14 BACON ST. n/1 20 BACON STRUT LLC SITTING AREA I /D0MO-00014 20 BACON S 'T. rooco-aoo2o I W/ BENCHES 1 CP-100 1 I I I 1 Pmjett NunMlx. 08280 FEe: 1 LEGEND - - - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR - - — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O IRON PIN FOUND O CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC UE UNDERGROUND ELECTRIC — — G GAS LINE — —ST STORM DRAINAGE LINE QS SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF POWER POLE IM CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE ' CONIFEROUS TREE rrv-v-vvww'� EDGE OF BRUSH/WOODS FENCE - -- DRAINAGE SWALE GRAPHIC SCALE ID ( IN FEET ) 1 Inch - 20 ft. GENERAL NOTES i i 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct 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 and operable facilities and utilities. 8. If the building is to be sprinklered, back flow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drowings for all Items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the site work shall be considered as part of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17: Property line information Is approximate and based on existing tax map information. This plan is not a boundary survey and is not intended to be used as one. Existing utilities are based upon information provided by the South Burlington Water and the Burlington Public Works Departments. No field work has been performed to create this site plan. I■ ■ 1 _ PROPOSED NORTH ONLY EXIT LANE �14 12 I I Y SCREENING WALL I. I I I L.—'_,— n/f PER AS. PAUL a EDNA 430 SHELBURNE RD. /1540-00430 APPROXIMATE SETBACK LIMITS 12 12 (�-I ' I 12 i /SMART HOSPITALITY, INC. 462 SHELBURNE RD. TAX MAP #1540-00462-C t.85 Ac. N W s� o1 U HADLEY 7R.A RUAD� 3 SDEWALK-ss- '- CROSSWALK gppROXIMATE w '- PROPOSED SEWER SERVICE PROPERTY LINES ( CJ� - _SS_ NN ►+H _ —" w- =%' 2- WATER MAIN - — all M sr —■—si-_ _ EXISTING CONCRETE SIDEWALK —■ YW ■ ■ �� ST— _ ■■ a ■■ — il. ■ ±320' ��ST IFjMT-�i y a I PROPOSED SERVICE 9 SITE ENGINEER: n/f MaCLAUGHUN, I I I A TIMOTHY I 5 WHITE PL /1]90-00005 HOHL. CK PATRICK ANNEX riirvcn nr�►+c ASJOGATES INC. I ] 110-0 PL Jn]9D-Do9D] 10MV61$DVEWI4rF 9DUIM6I.NIM±fON, K06190 I also ■ M IOFeeWPYlf wl% rwrarwmn copm DRAlrnam t50' I ---m•■1 _J — _ _— JSO SAV 14 w a APPRaysD I -iiw JSQ I APPLICANT: I I I I ■ I in ! ■ /f iLANAGAN, I I TED & JDYCE, TRUSTEES I 24 D R HADLEY . 00750_00024 � I INEW STOCKADE FENCING J I APPROXIMATE I EXISTING WATER ■ SERVICE AND CURB STOP (TYP.) 28 HADLEY RD. -—�00750-DDo2e II I1 I - Mi ZONING DISTRICT _ `t BOUNDARY PRS1 OPOSED —� \SCREENING WALL 0 9r ■ I r �' �-- -� . PROPOSED 03 - — --� _ _ BIKE RACK 6 — I PROPOSED ± 10, 560 SF -- = I I■ COMMERCIAL ■ OFFICE BUILDING WITH 10 I THREE FLOORS I I' TOTAL GFA = ±31,280.SF SMART HOSPITALITY, INC. 462. SHELBURNE RD. I I■ TAX MAP #'.540-00462-C 3.86 Ac ■■■oumm.■■.�.0----_o % t I�■■ ■ ■ I t140' �� ■ — �. PROPOSED �O — — — I GRAVEL ■ --� ■ ■ O iI n/i DIEM�B PROPERTIES, LLCWD2 ■ : : : ---�o��- I I I I ■ PROPOSED APPROXIMATE ±184' ■ ■ �� ■, I I I DUMPSTER ENCLOSURE SETBACK LIMITS I I I PARKING CALCULATIONS n/f 20 6ACON STREET LLC 20 BACON ST. I Proposed GFA = 31,280 sf I n/f DIEMERBAP�ESTES, LLC i 90090-00020 Proposed Parking Spaces = 121 spaces 00090-00054 I I Allocation - 3.9 spaces/1,000 sf GFA I I ■ 7 6� I ■ N I■� /NEW STOCKADE FENCING �I n/f BOUCHE, ALI' 29 HADLEY RD. ■ p1750-00029 COMM. 1/RES. 15 �•RES. 4 I I I I PIZZAGALLI PROPERTIES LLC 50 JOY DRIVE SOUTH BURLINGTON VERMONT 05407 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 I— SCUR19lgmKRq- Hnac. no. ol£ 1a Tli PROJECT -J }ocAnaN,. <7 3 So. BURLINGTON LOCATION MAP , =_ ,wEo um,r �fo� PRELIMINARY PROPOSED SITE PLAN DATE JUN. 27, 2012 xJ.IHI. H MBEn "-20' C1.0 P9a. - 12197Q