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HomeMy WebLinkAboutApp 15-28P Regional Distribution Center TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION - APPLICATION FORM Application Number: `� MAY 0 5 2015 Official Receipt Date: — 1 Z— I Munis Application #: "10 WIMSOR P1MNIW DEPT APPLICAN • Scannell Propertiesto T. #234, LLC 800 East 96 Street,Suite 175 Indianapolis, IN 46240 PROJECT NAME: Sullivan Avenue Industrial Park, Regional Distribution Center, 175 Sullivan Ave (Lot 3) -to COMPLETE LOCATION OF PROPERTY: 175 Sullivan Avenue OWNER OF RECORD ON LAND RECORDS: Scannell Properties#205 LLC OWNER ADDRESS: 800 East 96th Street,Suite 175 Indianapolis, IN 46240 GIS PIN # 121-49 ZONE I-Industrial NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R.DeMallie Design Professionals Inc 425 Sullivan Avenue South Windsor CT 06074 860-291-8755 pdemallie@dpinc.co Estimated presentation time: 60 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision Q Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ® Site Plan of Development* Q New ❑ Modification Building(s) Sq Ft 167,763 SF ❑ *Modification of Minimum Required Parking Spaces Per Section 6.4.9 * PO It ti L+ i,k wai Vcr General Plan of Development 9 (��r 5r,c 1 33 F- ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. gnature of pplicant ignature f Property Owner P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/SURVEYORS/GIS ANALYSTS/ LANDSCAPE ARCHITECTS • 5ervrng Connecticut, Massachusetts, Rhode/stand e Z • LETTER OF TRANSMITTA L To: Michele Lipe Date: 5/5/2015 DPI Project No. 3496 Director of Planning Re: Sullivan Avenue Industrial Park, Lot 3 Town of South Windsor 175 Sullivan Avenue Site Plan Applications WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. 5 5/5/15 sets of site plans 15 IWA/CC application 15 4/28/15 Pietras Environmental Group amended Wetlands Functions&Values Report 15 5/4/15 GEI Wetlands Assessment and Ecological Survey Updates 2 5/5/15 Executive Drainage Narrative 2 PZC site plan application e These are transmitted as checked below: ❑ ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ® Prints returned after loan to us e REMARKS: also included: client check#137762 for$590.00 for IWA/CC application fee client check#137761 for$1,980.00 for PZC site plan application sample abutter notification letter abutter list ` 2 copies of site plan checklist WED 13 copies of Site Plan narrative MAY 0 5 Z015 SIXTH WHAM PLAM DEPT. JL SIGNED: CC: Be 'amin P.Wheeler, PLA i P.O.BOX 1167 2 n SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 Is FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts. E Rhode Island • Narrative Statement Site Plan Application Scannell Properties#234, LLC Regional Distribution Center Sullivan Avenue Industrial Park 175 Sullivan Avenue (Lot No. 3) South Windsor, Connecticut DPI Proj.No. 3496 May 5,2015 Scannell Properties#234, LLC (Applicant) is an affiliate of Scannell Development Company, doing business as "Scannell Properties". Scannell Properties is a privately held real estate development and investment company that has delivered build-to-suit and speculative industrial and commercial developments across the U.S. and Canada since 1990. Headquartered in Indianapolis, Indiana, Scannell has four additional regional office locations in Alexandria, VA, Denver, CO, Minneapolis, MN, and in Oakland, CA. : Scannell is proposing to develop a 167,763 square feet regional distribution center with freezer and cooler components at 175 Sullivan Avenue, which is the subject of this application. Within the 37+/- acre Sullivan Avenue Industrial Park at the southeast corner of John Fitch Boulevard (U.S. Route 5)and Sullivan Avenue (State Route 194), the proposed distribution center would be erected on the easterly Lot No. 3, which is 13.85 acres in size. The Park's subdivision, approved earlier this year, also contains a westerly lot,No. 1,that is 6.6 acres in size and a central lot,No. 2, that is 16.42 acres in size on which a 292,000 square feet regional distribution center for an automotive parts distributor was recently approved. • The subject 13.85 acre parcel (Lot No. 3)has been zoned industrial for several decades, and the property comprising the Sullivan Avenue Industrial Park has been marketed for industrial development for many years. The community's Plan of Conservation&Development, adopted in 2013, encourages business development in business zones, including the Industrial Zoning District. • The subject site was primarily used as a golf driving range, which dates back to 1956, when it was the Long View Golf Driving Range operated by Abraham Patria. : The proposed regional distribution center on Lot No. 3, will be of a tilt concrete construction, and will include an office component(7,372 sq. ft.), and freezer and cold storage space. The building will be constructed to a maximum height of 40 feet to the top of panel in accordance with the Town regulations. The primary vehicular entrance for this building, and indeed for the entire industrial park, will be at the signalized intersection of Rye Street and Sullivan Avenue, essentially creating a fourth leg. It will allow all vehicular movements. This will necessitate adding a left turn lane on westbound Sullivan Avenue. This new entrance drive was previously approved by the Planning&Zoning Commission as part of the subdivision application, and as part of the site plan s ; • application for Lot No. 2. A secondary egress drive, allowing all vehicles to exit the site onto eastbound Sullivan Avenue, is proposed on Lot No. 3 and is in general accordance with the overall concept master plan previously reviewed and approved by the Town during the site plan approval process for Lot No. 2. The distribution center will be a low traffic volume generator that will be served by an internal private driveway constructed parallel with Sullivan Avenue, affording access to the signalized intersection for egress and ingress, and also to and from Route 5 via cross access : easements as such driveway is constructed. The building will have a circumferential driveway to accommodate emergency apparatus. The building entrance is centered along the east fagade,near the building's northeast corner, where there will be 71 parking spaces. The shipping and receiving areas are along the westerly fagade, along with trailer parking, and an additional 9 parking spaces at the dock office. A modification of minimum required parking spaces is requested to reduce the number of spaces to a number appropriate for the distribution center employees and visitors. The 80 proposed spaces will amply meet the facility's needs, as determined by the tenant's experience with similar facilities. Further, given that this building is being expressly designed for a : distribution center tenancy, and under a long term lease, additional parking is unnecessary and unlikely to be desired under a future occupancy scenario. By eliminating the construction of : unnecessary and unwarranted parking spaces,we are also holding the stormwater runoff rate to a minimum, and reducing non-point source pollution typically associated with parking lots. The engineered stormwater drainage system will attenuate stormwater discharge rates and achieve applicable water quality standards. A prominent feature of the Park is the 1.77 acre water quality basin along Route 5. Another 0.50 acre water quality basin is proposed on Lot No. 3 (at the northeast corner). The majority of Lot No. 3 will drain to the already approved bio-swale on Lot No. 2, and eventually to the basin on Lot No. 1. Another element is the creation of a 0.72 acre : wetlands area at the extreme southerly end of Lot No. 3, which will mitigate the impact on the Park's three isolated wetlands of low value, including two pockets near the railroad tracks. The northeast corner of this lot, as well as the areas easterly and southerly of the proposed building, and part of the roof,will drain to this new wetlands. Site lighting will meet the industry's dark sky compliance standards, and will ensure an adequate and evenly distributed lighting system, while avoiding off-site illumination. Of the site's luminaires,three of them will require a waiver up to the maximum allowable 35 feet height in order to achieve appropriate lighting standards (adequate and evenly distributed lighting) in the expansive shipping and receiving area to achieve maximum safety for the personnel and traffic : during shipping and receiving operations.No adverse impacts are anticipated with this waiver because the location of these fixtures is far away from other properties and streets,the site is flat, and there are no nearby residences, among other factors. In conclusion, with the proposal to develop a 167,763 square feet regional distribution center on Lot No. 3,this application marks the second development proposed in the Park, which will add appreciably to South Windsor's grand list, employment opportunities, and industrial base. The applicant and its design team appreciate the Commission's consideration of this application. TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT t�r- ar,nf- Proferiies fBq , LLC PROJECT NAME Sulwaft Ayfriu - 1h6u5l ki hL POZK -- 1�8 g — i75 S 111jaA hAx This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. / b. Name, address and telephone number of Land Surveyor or Professional Engineer. f c. Name of Development. d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. / a. Data block which eves needed zoning information such as 9� g � percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. c. Layout of streets. j d. Surrounding property boundaries within 500 feet. e. Names of abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 1 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. NIA b. Proposed streets and street lines with center line station, curve data, and parking spaces. f c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). / e. Easements noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement f. Names of abutting property owners. r g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. / h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. 2 e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. / f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. g . Regulated wetlands and 100-year ftoodpiain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. i. Connections of all springs into proposed storm drainage system as needed. / j. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 &T-2 Certification; P.E & L.S. Seals. 6, Landscaping plan Dru�nn 6e N4ri OLf"" 041r7 Drainage calculations: - Zero Runoff Increase per attached guidelines, NO'E 8. Traffic Report J 9. Site Lighting Plan N 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: ni �A a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. nl o►,e c. Sight line at driveway &street intersections. r,3 See �o i tt Z - >�u►L_0�n-9 tt � Appi�t-a i"0 nl d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information, No e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. ° f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. A h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. No 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. SIs�IS P�-P PAR R (P.E./L.S.) DATE February 2002; Rev, 4-04 4 P.O. BOX 1167 21 JEFFREY DRIVE gn SOUTH WINDSOR,CT 06074 ��7■ PHONE: 860.291.8755 mm� FAX: 8onalsi .8757 c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving connecticut, Massachusetts, E Rhode Island May 5, 2015 CERTIFIED MAIL Re: Sullivan Avenue Industrial Park, Regional Distribution Center Inland Wetlands &Watercourses/Planning&Zoning Applications 175 Sullivan Avenue Dear Abutting Property Owner: In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations", we are required to notify you that an application has been filed on the property abutting yours and it is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. Furthermore, in accordance with the Rules & Regulations of the South Windsor Planning & Zoning Commission, you are hereby notified that an application has been filed on the property located at 175 Sullivan Avenue, abutting your property, which will be the subject of a meeting by the Planning & Zoning Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)/meeting(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s) prior to the meeting if you so desire. For further information regarding the specific hearing date of the Planning & Zoning application, please contact Michele Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252. For further information regarding the specific hearing date for the Inland Wetlands & Watercourses Application, please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. • If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860-291-8755. Thank you. • Sincerely, DESIGN PROFESSIONALS, INC. Peter R. DeMallie President Cc: Town of South Windsor Client • G:\jobs\3496.Lot3\Docs\Applications\3496 Lot 3 Abutter Notice 5-5-2015.doc Direct Abutter List Scannell Properties - #175 Sullivan Avenue MAP BLOCK MAILING ADDRESS OWNER P.O. Box 67 109 2 East Windsor, CT 06028 Cohen Properties, LLC P.O. Box 67 17 East Windsor, CT 06028 Cohen Mark S. &Janice L. 389 Slater Street 121 46 South Windsor, CT 06074 Kellner Daniel 10700 Evendale Drive 47 Cincinnati, OH 45214 Neyra Edward J. 800 East 9th St., Suite 175 49 Indianapolis, IN 46240 Scannell Properties#205, LLC P.O. Box 415 41 E. Windsor Hill, CT 06028 200 Sullivan Avenue, LLC 44 Bancroft Lane 38 South Windsor, CT 06074 Zammx, LLC Executive Drainage Narrative to Storm Drainage Report Scannell Properties # 234, LLC Regional Distribution Center 175 Sullivan Avenue South Windsor, Connecticut Prepared by: Design Professionals, Inc. 21 Jeffrey Drive, PO Bog 1167 South Windsor, CT 06074 esigrt WWI IS May 5, 2015 0 Introduction Scannell Properties #234, LLC is proposing to develop a 13.85 acre tract located on the south side of Sullivan Avenue (State Route 194) just to the east of the signalized intersection with Rye Street in South Windsor, Connecticut. The proposed development will include the construction of a 167,763 square foot industrial building to be utilized as a regional multi-state food distribution center. The building will be built in one phase and anticipated to be erected in 2015. This building will be accessed through a signalized driveway entrance on the abutting Lot 2 site, which is another distribution center presently under construction. Refer to the site plan drawings, entitled — "Sullivan Avenue Industrial Park, Regional Distribution Center, 175 Sullivan Avenue, South Windsor, Connecticut, prepared by Design Professionals, Inc., dated 515115", as amended, for information regarding the proposed property development. Pre-Development Site Conditions The surficial characteristics of the site can primarily be classified as farm fields, grass associated with an existing golf driving range, and wooded areas. The site topography consists of relatively flat (1% or less) in the majority of the site with the highest portion of the site at about elevation 82 along Sullivan Avenue. The central portion of the site is about elevation 78.4-79 (about 650' south of Sullivan Avenue) and then the site rises back up to about elevation 80 at the southerly property line (about 1,100' south of Sullivan Avenue). About 0.5 acres in the northwestern portion of the site drains to the catch basins located along Sullivan Avenue and eventually gets discharged to the Scantic River via a subsurface storm sewer system in Commerce Way. About 1 acre in the northeast corner of the site appears to drain to a depression area and is contained on the property where it appears to infiltrate back into the soils in that location. The remaining southerly portion of the site, representing about 85% of the tract area, discharges to Wetland Areas #2 and #3 in the central portion of the tract. This runoff appears to infiltrate back into the soils in this depression area and, during the larger storm events, may overtop an earthen berm along the eastern property line and flow into a ditch along the railroad tracks. It is expected that overtopping runoff from Wetland Area #3 ultimately discharges to the Connecticut River. In order to establish a hydrologic comparison between pre- and post-development conditions, an evaluation was performed to quantify the peak rate of stormwater discharge to each of the designated areas within and off the site. Methods outlined in the U.S.D.A. Natural Resources Conservation Service's Technical Release 55 (Urban Hydrology for Small Watersheds), were followed in predicting the peak rates of runoff 1 and volumes. Hydraflow Hydrographs (version 2012) computer modeling software was used as application. The peak rate of stormwater runoff discharging to each of the isolated wetland systems, and neighboring properties were determined for the 2-, 10-, 25-, and 100-year storm events. Post Development Site Conditions Scannell Properties #234, LLC proposes to develop the property by constructing a 167,763 square foot industrial building and associated site improvements including a fire tank with fire suppression apparatus, paved access drive around the entire building for fire protection, loading dock access on the west side of the building, parking areas on the north, northeast and southeast sides of the building, exit drive onto Sullivan Avenue, a water quality basin on the northeast corner of the site, utilities, landscaping and associated site improvements. Based on the size of the development and the flat site conditions, low impact development design criteria was incorporated as much as possible into the site design, including sheet flow with paved leakoffs in lieu of catch basins and point discharges, water quality basin and bio-swales for water quality, grass vegetated channels to promote infiltration and groundwater recharge similar to the existing conditions, direct "feed" to the wetland mitigation area to support wetland recreation, and riprap swales in steep areas to prevent erosion and sedimentation. Stormwater runoff from the majority of the roof of the building, the western portion of the paved multi-modal pathway, the northwestern access drive/parking area, the grassed vegetated swales on the north side of the building (west portion), and the loading dock areas will be directed to the bio-swale being constructed in conjunction with the industrial building construction on the property to the west. The roof will drain into roof scuppers and piped under the loading dock area directly to this bio-swale. Stormwater runoff from the paved multi-modal pathway will drain to the grassed vegetated swales on the north side of the building (east portion) and be piped into a new 0.5± acre water quality basin at the northeast corner of the building. The paved access drive and parking area at this location will also drain into this basin. The remaining grassed/paved areas along the southeast and southern side of the building and the southern portion of the building roof will be directed to drain into the grass vegetated swale and wetland mitigation area on the eastern and southern sides of the building. These areas are also connected to the water quality basin via the grass vegetated swale. During large storm events when the water quality basin, swale and wetland mitigation area fill up to elevation 79.5±, stormwater will overflow via a modified rip rap spillway, into another grass vegetated swale that directs this flow into the bio-swale on the property to the west. 2 The bio-swale was designed in conjunction with the adjacent building construction and discharges to the industrial park's main detention basin at the western corner of the industrial park. This basin has been designed to attenuate all storms from the build-out of the 3 lots in this industrial park, providing no increase in peak rate of stormwater runoff for the 2-, 10-, 25-and 100-year storm events. Water Quality The proposed water quality basin was designed to retain a minimum of 48::L inch depth permanent pool. Plantings inside the basin will be included to facilitate removal of nitrogen, metals, and other pollutants associated with pavement runoff. The permanent water pool will likely enhance pollutant removal through mechanisms such as sedimentation, biological uptake, microbial breakdown, gas exchange, volatilization, and decomposition. The Connecticut DEEP Stormwater Quality Manual recommends a minimum pond volume that is equal to or greater than the calculated water quality volume for the site. The proposed water quality basin volume (permanent pool volume) will meet or exceed the CT DEEP criteria. All point discharges into the water quality basin will include riprap aprons to provide further reduction of sediment deposition into the basin. The aprons will diminish possibilities of erosion by dissipating the energy associated with proposed discharges. Similar riprap aprons are provided at all outlets. Conclusion It is our opinion that the proposed stormwater management design as presented on the accompanying site plans, will not pose any significant detrimental impacts to the environment surrounding the site. In developed areas, all peak flows are being attenuated at substantially reduced levels in comparison with existing conditions. 3 Bub aris;fl Traffic A S S O C 7 A T E S Planning Engineering*Design To: Michele Upe, Director of Planning,Town of South Windsor 6Nait Michele.Lipe@southwindsor.org Phone: (860)644-2511,X252 From: James G. Bubaris, P.E. Pages:Five(5) Date: May 6,2015 Re: Traffic Assessment,Sullivan Avenue Industrial Park,Building 2,South Windsor,CT CC: Jill Marcotte,Scannell, LLC;jillm@scannellproperbes.com • Comments: Reference is made to the master plan for the subject subdivision previously approved by the Town and now under review for approval by the Office of State Traffic Administration (OSTA). At full build-out the three-lot subdivision may include three buildings along the Sullivan Avenue frontage served by four site drives: one on John Fitch Boulevard (Route 5),and three along Sullivan Avenue. Reference is also made to the Full Build traffic analysis dated January 30, 2015 that was prepared for the previous master plan full build scenario that evaluated the traffic impact of the subject development consisting of a total of 518,870 square feet of building area served by 264 parking spaces. It was concluded in that traffic impact study that the subject development should not adversely impact traffic operations on the surrounding roadway network in the year 2018 when the subject development is expected to be fully developed. Building 1 has been approved by the Town and construction of same should begin very soon. Building 2 is now the current subject for approval before the Town and is slightly smaller and to be served by fewer parking spaces than for Building 2 as previously estimated. Reference is made to Revised Table A on the next page which summarizes the previous and current development proposals. A review of the table shows that Building 2 is now proposed to be 167,763 square feet in building area, or 8,637 square feet smaller than before, and will be served by 80 parking spaces, or 70 fewer spaces than before. Additionally, whereas the previous proposal included a right-tum in I right-tum out only site drive on Sullivan Avenue immediately in front of Building 2 on Lot 3, OSTA has requested that this site drive be configured as a right-tum outbound only drive, with the previous right- turn inbound movements relocated to the proposed main site drive to the west of this location. PO Box 4250.Yalesville, CT 06492 a Telephone: 203-265-8086 e Cell: 203-606-4742 e JimBubaris(o hotmaii.com • Revised Table A Development Parameters FULL BUILD with Revised Building 2 Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street South Windsor,Connecticut Lot 3 FULL BUILD Lot 1 Lot 2 <-----------------Building 2- ---.------------> <------------------------TOTAL- -------------- - -> Building 3 Building 1 2017 12M 199iAl 2016 Previous Current Change Previous Current Change Office Use(SF) 5,000 5,000 5,000 5,000 0 15,000 15,000 0 Warehouse Use(SF) 45,470 287,000 171,400 162,763 -8,637 503,870 495,233 -8,637 ----------------------- ----------- ----------- ----------- ----------- ----------- --------------- ----------- ----------- Total Building Area(SF) 50,470 292,000 176,400 167,763 -8,637 518,870 510,233 -8,637 Employee Spaces 39 50 150 80 -70 239 169 -70 Trailer Spaces 0 25 0 0 0 25 25 0 ----------------------- ----------- ----------- ----------- ----------- ----------- --------------- ----------- ----------- Total Parking Area 39 75 150 80 -70 264 194 -70 Bubaris Traffic Associates May 6,2015 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor,Connecticut lit - 456 l_ 29 t-- 29 12 897 336 4 32 26 12 28 316 24 670 107 1 26 4 676 '4-- 661 70 114 106 .01 t► i- 533 k* 994 f- 1022 J �► i- 36 735 4J (► f- 14 i- 52 4J t* •t- 643 I 40 833 88 (; 644 -► (i 107 (i 552 27 35 ► 6 426 494 825 --► 4 1 '?)4--► 36 4 (,� ,,W -i 3 530 -► 2 1 2 6 -� 8 25 550 � 5 ISO ,00 10 � 0 A 1 .-- 1 t r-' South Sb®rim 925 11 11 --► 4W"Se'f Exhibit11 2018 Combined AM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut 2 N 469 24 r- 24 5 469 410 4— 54 92 18 11 179 46 692 103 1 26 613 ~ 635 33 121 183 4) + 1► f- 545 t, 976 ~- 987 9 725 J �- 8 33 41 1► 635 31 33 977 —► (♦ 234 774 —► 112 '*1 t (i' 692 - (i 99 62 —► 6 743 521 960 —► 1 -y 3 116 16 -f -i, 10 666 —► 9 1 12 12 -� 10 78 671 5 6 -� L t r' South Site®rive 1267 3 3 --► -E-iit 1 T E �1 Exhibit 12 2018 Combined PM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes 2 Accordingly, with reference made to the Revised Exhibits 11 and 12 on the previous two pages showing projected 2018 combined am and pm full build peak hour traffic volumes, the removal of the eastbound right-tum into the east site drive would redistribute about 49 vehicles per hour during the am peak, and about 13 vehicles per hour during the pm peak, to the main site drive as shown, which would not result in a measurable or discernible change in level of service. Therefore, as you and I discussed, a revised traffic study has NOT been prepared or submitted for the minor change in Building 2 from what was previously proposed since: (1) The current Building 2 development proposal is smaller than the prior proposal with a corresponding minor reduction in trip generation, and (2) The change in the east site drive configuration from the prior proposal to remove the eastbound right-turn inbound movement results in a minor shift of vehicles of only 13 to 49 vehicles per hour during the weekday am and pm peaks. We respectfully submit that the analyses and findings described in the original full build traffic analysis are still applicable showing satisfactory traffic operations. Very truly yours, Bubaris Traffic Associates, Inc. ,lames G. Bubaris, P.E. o . No.9203 Conn. Reg. No. 9203 9Q�.<ieENs Principal '�., `�s,pNALEt�`� Attachments (3) Bubaris :Traffic A S S O C I A T E S Plan ningeEngineering*Design ML1'11D To: Michele Lipe, Director of Planning,Town of South Windsor EAbb Michele.Lipe@southWndsor.org Phones (860)644-2511,X252 From: James G. Bubaris,P.E. Pages:Five(5) Date: May 6,2015 Re: Traffic Assessment,Sullivan Avenue Industrial Park,Building 2,South Windsor,CT CC: Jill Marcotte, Scannell, LLC;jillm@scannellproperties.com • Comments: Reference is made to the master plan for the subject subdivision previously approved by the Town and now under review for approval by the Office of State Traffic Administration (OSTA). At full build-out the three-lot subdivision may include three buildings along the Sullivan Avenue frontage served by four site drives: one on John Fitch Boulevard (Route 5), and three along Sullivan Avenue. Reference is also made to the Full Build traffic analysis dated January 30, 2015 that was prepared for the previous master plan full build scenario that evaluated the traffic impact of the subject development consisting of a total of 518,870 square feet of building area served by 264 parking spaces. It was concluded in that traffic impact study that the subject development should not adversely impact traffic operations on the surrounding roadway network in the year 2018 when the subject development is expected to be fully developed. Building 1 has been approved by the Town and construction of same should begin very soon. Building 2 is now the current subject for approval before the Town and is slightly smaller and to be served by fewer parking spaces than for Building 2 as previously estimated. Reference is made to Revised Table A on the next page which summarizes the previous and current development proposals. A review of the table shows that Building 2 is now proposed to be 167,763 square feet in building area, or 8,637 square feet smaller than before, and will be served by 80 parking spaces, or 70 fewer spaces than before. Additionally, whereas the previous proposal included a right-tum in / right-tum out only site drive on Sullivan Avenue immediately in front of Building 2 on Lot 3, OSTA has requested that this site drive be configured as a right-tum outbound only drive, with the previous right- turn inbound movements relocated to the proposed main site drive to the west of this location. PO Box 4250 a Yalesville, CT 06492 a Telephone: 203-265-8086 a Cell: 203-606-4742 e JimBubaris(c)-hotmaii.com . Revised Table A Development Parameters FULL BUILD with Revised Building 2 Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street South Windsor,Connecticut Lot 3 FULL BUILD Lot 1 Lot 2 <-----------------Building 2-----------------> <-----------------------TOTAL--------------------- -> Building 3 Building 1 tagm 2016 INL81 IM91Previous Current Change Previous Current Change Office Use(SF) 5,000 5,000 5,000 5,000 0 15,000 15,000 0 Warehouse Use(SF) 45,470 287,000 171,400 162,763 -8,637 503,870 495,233 -8,637 ----------------------- ----------- ----------- ----------- ----------- ----------- --------------- ----------- ----------- Total Building Area(SF) 50,470 292,000 176,400 167,763 -8,637 518,870 510,233 -8,637 Employee Spaces 39 50 150 80 -70 239 169 -70 Trailer Spaces 0 25 0 0 0 25 25 0 ----------------------- ----------- ----------- ----------- ----------- ----------- --------------- ----------- ----------- Total Parking Area 39 75 150 80 -70 264 194 -70 Bubaris Traffic Associates May 6,2015 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut to lit E N � x 456 * 29 t 29 12 897 336 f— 32 26 12 l__ 28 316 24 4 670 107 1 26 f- 676 661 70 114 105 533 1* 994 4 1022 J Lr i- 36 - 735 f 14 i- 52 4J 643 18 40 833 -► (`� 88 644 —► r� 107 ? 552 - 27 35 —► 6 426 494 825 —► 4 1 "' .,li6�f"-► 36 4 Q ,AO- -; 3 530 -► 2 1 2 6 8 25 550 5 J13ID-100 10 -i to Ile this c 925 11 11 —► 4w1Exhibit 11 2018 Combined AM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut E Q I 469 * 24 t- 24 5 469 410 4-- 54 9 18 1- 11 17I9 46 692 103 1 26 4 613 ~ 635 33 121 183 4) I► i- 545 976 - 987 �► F- 9 f-- 725 4J I,* 8 i- 33 -j I► 635 31 t 7 33 977 --► 234 774 112 '1'1 t 692 77 99 62 -► 6 743 521 960 -► 1 --* 3 r 116 16 .4e -i 10 666 —► 9 1 12 12 � 10 78 671 —' 5 - �. -34- ® A 3 3 t r'' South Site Dirive 1267 3 3 —► u Rey;. Exhibit 12 2018 Combined PM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes 2 Accordingly, with reference made to the Revised Exhibits 11 and 12 on the previous two pages showing projected 2018 combined am and pm full build peak hour traffic volumes, the removal of the eastbound right-turn into the east site drive would redistribute about 49 vehicles per hour during the am peak, and about 13 vehicles per hour during the pm peak, to the main site drive as shown, which would not result in a measurable or discernible change in level of service. Therefore, as you and 1 discussed, a revised traffic study has NOT been prepared or submitted for the minor change in Building 2 from what was previously proposed since: (1) The current Building 2 development proposal is smaller than the prior proposal with a corresponding minor reduction in trip generation, and (2) The change in the east site drive configuration from the prior proposal to remove the eastbound right-turn inbound movement results in a minor shift of vehicles of only 13 to 49 vehicles per hour during the weekday am and pm peaks. We respectfully submit that the analyses and findings described in the original full build traffic analysis are still applicable showing satisfactory traffic operations. Very truly yours `\N%W 11111111///// Bubaris Traffic Associates, Inc. ,o�',,\ti�F C°N.FCT'''% , 5'G.8&e. iC • care" James G. Bubaris, P.E. = o . No.9203 Conn. Reg. No. 9203 ,94,c Principal ti Attachments (3) PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 5-6-15 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Ron Asselin, John Caldwell, Andrea Confrancesco, Glen Buonanducci FROM: Michele Lipe,AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 15-28P, Regional Distribution Center II Location: 175 Sullivan Ave ® Site Plan ❑ Subdivision No. Acres 13.8 Zone I ® Industrial ❑ Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 168,000 sf distribution facility Future Town-owned property involved? ❑ Yes ® No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 5115115 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Buonanducci, Glenn Sent: Wednesday, May 06, 2015 6:03 PM To: Zarambo, Lauren L. Cc: Custer, Scott Subject: Re: In House Referral for Regional Distribution Center II We are working with OSTA on the access driveways. No additional concerns. SGT. Glenn Buonanducci 156 Sent from my Whone On May 6, 2015, at 12:12,Zarambo, Lauren L. <Lauren.Zarambo a,southwindsor.org>wrote: Please find attached In House Referral Form for Appl. 15-28P, Regional Distribution Center II, Lot *3, 175 Sullivan Avenue. Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6o74 86o.644.25n ext 253 <InHouseRef 15-28P.pdf> 5/7/2015 Page 1 of 1 Zarambo, Lauren L. From: Shaw, Fred Sent: Thursday, May 07, 2015 1:30 PM To: Zarambo, Lauren L. Subject: RE: In House Referral for Regional Distribution Center II WPCA approval will be required; monitoring manhole should include easement in favor of the Town. C. Frederick Shaw Superintendent Pollution Control Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 TEL: (860)644-2511 EXT. 247 CELL: (860) 803-8886 FAX: (860)644-7280 EMAIL: fred.shaw(o-)southwindsor.ora From: Zarambo, Lauren L. Sent: Wednesday, May 06, 2015 12:13 PM To: Asselin, Ronald; Buonanducci, Glenn; Caldwell, John; Cofrancesco, Andrea; Doolittle, Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Summers, Walter Subject: In House Referral for Regional Distribution Center II Please find attached In House Referral Form for Appl. 15-28P, Regional Distribution Center II, Lot#3, 175 Sullivan Avenue. Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644•25n ext 253 5/7/2015 s. • r� • ' Dom-, TIFIED MAIL,,.,RECEIPT (Domestic r S c0 g pp p U O SE � .R g C1 81RYI3AH 55 14 9 !. USE u- 0,9 , I f> bL I� 4 A L U •E Postage $ $0.49 0174 rn Postage $ $0.49 0874 m ra 05 Postage $ $0.49 0174 Certified Fee Codified Fee R $3.30 10 rsi I cedinea Fee Postmark ra $3.30 10 ] Rewm Receipt Fae p R•wm Recept Fea Poasnazk p Poaenark ] (Endorsement Required) $2.70 Here p (Endoraemenl Required) $2.70 Here p Ralum Receipt Fee Hera ] p p (Endoreem Flegqulred)Fee $2,7Q ResMoted Degvery Fee ReaMaed Degvery Fee ] (EndosemeM Required) $Q,QO p (Endorsement 1"22d) Rasldaetl DeMery Fee T "n p (Endorxmeis Requlretl) $0.00 R Total Postage&Fees $ $6.49 05/11/2015 a Total Postage&Fees $ $6.49 a Tobi w,.taoe A Fess .9. $6.49 05l11/2015 ] O a lf/6tn s n Mark S&Janice L.C lil2015 Scannell Properties#205,LLC/� wPoearna JD�GD N//�lj Q N wr P.O-Box 67 C3 xs, 800 East 9h St.,Suite 175 CRY,Sh fe,-ziar' p� Indianapolis,IN 46240 East Windsor Hill,CT 06028 PostalPostal CERTIFIED ■(Domestic Mail Only,No insurance Coverage Provided) C3 (Domestic Afail Only;No Insurance Coverage Provided) IPT -01 CERTIFIED MAIL RECE coverage Provided) oE ry O F 6" 1 T" d L .e'er E � .S n Postage s $0.44 OB74 Pcatage s $0.49 0874 r` 0 F a Codified Fee 05 Cadigaa Fee 13.30 05 m Postage $ f0.44 0874 05 ] Reluro Receipt Fee Paaenere p R.W.Reoelpt Fee Postmark A Camel Fea 7 (F-ndoreemaM Required) f2.70 Hare O (Endoraemenl Required) $r?,•�Q Here Q PosMark R.dlotd Dagvary Fee ReaMctad DeMery Fee $0. C3 omadi nt Ftejum it"tt Fee $2.70 Here ] (Ed Raqukea) p (Endwaement Required) O (Fsdoroament Requires Ln Reatdcted Degvery Fee ' ] Taal^-----•_•-�. 4: $6.49 Total Postage&Few $ - 16.49 p (Endosement Required) r soar Zammx,LLC n • Cohen Properties,LL To.lPweoa&Feee R. . $6.49 OS/11l2015 P C05/11/2015 0 -......•. p Sty ssor 200 Sullivan Avenuep6Ki1/2015 ] orreel 44 Bancroft Lane P.O.Box 67 -•--•••••• '6Po ___ (� w1 c y - oircei, P.O.Box 415 South Windsor,CT 06074 pry East Windsor Hill,CT 06028 r- wro. ay s East Windsor Hill,CT 06028 Postal o CERTIFIED MAILT,RECEIPT rU (Domestic rti 171 OF USE Er m Postage $ f0.49 0074 m ■■s rR �+ -• a cadinea Fae OS, �#} G /1 p Retum Recalpl Fae Poew'* i' • •p�I� o (EMoroemeM Regwrea) $2.70 Here ■■■ Realdaed Delivery Fea i tp (Entlonemant Required) C fV Total Poatepe&Fees $ $6.49 j ®. °M Daniel Kellner 05/lMj5 'a ae C3 bins r, or Po 389 Slater Street South Windsor,Ci 06074 /\ D M � 0 � � f"J �v m v DepartmentSouth Windsor Planning Memo To: Peter DeMallie,Design Professionals From: Michele R.Lipe,Director of Planning Date: 5/13/15 Re: Appl 15-28P,Regional Distribution Facility II Review Comments Following are review comments from the Planning Department. Please make appropriate revisions and/or provide written responses and submit seven complete sets (including landscaping and architectural elevations) to the Planning Department. Engineering cometns will be forwarded separately. General Questions 1. What are the intended hours of operation for this facility? 2. Please provide traffic data(cars versus trucks)that are anticipated to and from the site on a daily basis. 3. Will refrigerator trucks be parked on-site overnight? If so,will they need to run 24/7 and will they generate noise? 4. Will the traffic lights on Sullivan Avenue be synchronized as a part of this project? WPCA approval is required.A monitoring manhole must be shown and should include an easement in favor of the Town. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.252 Fax 860-644-7280 e-mail michele.lipe@southwindsor.om 0 Page 1 TOWN OF SOUTH WINDSOR INLAND WETLANDS/CONSERVATION COMMISSION Action Minutes - 1 - May 20 2015 MEMBERS PRESENT: Elizabeth Warren, Barbara Kelly, John Blondin, Audrey Delnicki, Adam Reed, Richard Muller, Carol Heffler ALTERNATES PRESENT: Jack Phillips sitting for Arthur Jennings STAFF PRESENT: Jeff Folger, Sr. Environmental Officer/Conservation Officer Donna Thompson, Recording Secretary THE FOLLOWING ARE MOTIONS MADE DURING THE REGULAR MEETING OF THE INLAND WETLANDS AGENCY/CONSERVATION COMMISSION—MADDEN ROOM Chairperson Warren called the meeting to order at 7:00 pm PUBLIC PARTICIPATION: none PERMIT EXTENSIONS: none CORRESPONDENCE AND REPORTS: none BONDS: none MINUTES: 5/6/2015 approved by consensus CONSERVATION COMMISSION: WETLAND OFFICER'S REPORT: Mr. Folger stated that the sink hole damage to Main Street had to be addressed in an emergency fashion, creating permitting questions. The DEEP does not advise "after the fact" permits. In a case such as the Main Street situation, DEEP recommends issuing a cease and restore order, or a restore order. The Town has determined there is the potential of impact to a wetlands and can be required that it be remedied. A hearing can be requested to appeal the order. Mr. Folger stated that erosion controls have been installed and seem to be effective. The Commission was in agreement to have the restoration of the area done as soon as possible. Mr. Folger estimated repairs would take three to four weeks. The cease part of the order would reference ceasing the impact to the wetlands. Motion to: the Wetland Commission,to address the situation at East Windsor Hill and Main Street, crossing of the unnamed brook, states that a cease and correct order be issued to stop further impact to the wetlands and to correct the situation to prevent future impact. Was made by: Commissioner Kelly Seconded by: Commissioner Blondin The motion: carried Vote: unanimous Mr. Folger will issue the letter for the cease and correct order. PUBLIC HEARING (continued from 5/6/2015): 7:10 pm Appl.#15-22P—Suri Reality LLC—50 Talbot Lane— Inland Wetlands/Conservation Commission application for approval for the construction of an industrial building expansion, parking, stormwater structures and associated utilities on property located south of Governor's Highway and east of Nutmeg Road South, Industrial (1)Zone. TOWN OF SOUTH WINDSOR INLAND WETLANDS/CONSERVATION COMMISSION Action Minutes -2- May 6 2015 Motion to: close public hearing for Appl #15-22P at 7:58 pm Was made by: Commissioner Phillips Seconded by: Commissioner Heffler The motion: carried Vote: unanimous Motion to: based on the record presented as a whole, move a finding of no prudent and feasible alternatives for Appl #15-22P Was made by: Commissioner Phillips Seconded by: Commissioner Blondin The motion: carried Vote: unanimous Motion to: approve Appl. #15-22P with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on May 20, 2020. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bond shall be collected in the amount of $10,000 for installation and maintenance of erosion and sediment controls; $20,000 for installation of stormwater structures; $50,000 for installation and maintenance of wetland mitigation. 5. Maintenance of the wetland mitigation to be increased from a minimum of two years to five years. 6. All approvals required must be obtained and submitted prior to any activity on the site. 7. A contact person shall be identified on the plans. Was made by: Commissioner Heffler Seconded by: Commissioner Phillips The motion: carried Vote: unanimous PUBLIC HEARING: 8:30 pm Commissioner Heffler read legal notice as published in the Journal Inquirer into the record. Appl. #15-28P—Regional Distribution Center 11 - 175 Sullivan Ave., Lot#3- IWA/Conservation Commission application for an industrial site plan. The site is located southerly of Sullivan Ave, and easterly of John Fitch Blvd (RT-5). Industrial (1) Zone. Motion to: close public hearing for Appl#15-28P at 9:33 pm Was made by: Commissioner Phillips Seconded by: Commissioner Delnicki The motion: carried Vote: unanimous Motion to: based on the record presented at the public hearing, move a finding of no prudent and feasible alternatives on Appl #15-28P 1ob TOWN OF SOUTH WINDSOR INLAND WETLANDS/CONSERVATION COMMISSION Action Minutes -3- MaV 6,2016 Was made by: Commissioner Phillips Seconded by: Commissioner Blondin The motion: carried Vote: unanimous Motion to: approve Appl. #15-28P with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on May 20, 2020. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bond shall be collected in the amount of $20,000 for installation and maintenance of erosion and sediment controls; $20,000 for installation of stormwater controls. 5. Reconfiguration of peninsula in the mitigation area to maximize the travel path of water flow through the mitigation area to be shown on plans. 6. Check dams on the interconnecting swales to be shown on plans. 7. Coordination with town staff on maintenance and vector control in the created water bodies, to be added to Maintenance Plan. 8. All approvals required must be obtained and submitted prior to any activity on the site. 9. A contact person shall be identified on the plans. Was made by: Commissioner Heffler Seconded by: Commissioner Phillips The motion: carried Vote: unanimous ADJOURNMENT: Motion to: adjourn at 9:40 pm Was made by: Commissioner Heffler Second by: Commissioner Delnicki The motion carried and the vote was unanimous. Respectfully submitted, Donna Thompson Recording Secretary MEMORANDUM To: Michele Lipe, Town Planner From: Jeffrey Doolittle, Town Engineer Date: 5/22/15 RE: Application 15-28P— Regional Distribution Center— 175 Sullivan Ave Engineering has reviewed plans received 5/5/15 for the above application and has the following comments: 1. The proposed exit driveway to east bound Sullivan Ave is shown intersecting this road at a very small angle (about 15 degrees) and looks like an entrance lane or ramp. This is Not a good design. Driveways should be designed to intersect roadways at as close to a 90 degree angle as possible, similar to an intersection. Designing a driveway to intersect a road at a small angle makes it difficult for a driver entering the road to see approaching traffic in the lane they are entering, because they must look back over their shoulder which is difficult. The drivers effective sight line is reduced if they can not easily look back over their shoulder. This driveway should be redesigned to connect with Sullivan Avenue at an angle as close to 90 degrees as possible, as is shown in the overall Concept Plan. 2. Eliminate the slight "S" curve in the propsed exit driveway and straighten out this driveway to Sullivan Avenue as this curve may be difficult for large trucks to maneuver. 3. Label all signs and lines (stop, lane, parking, etc) on the plans. 4. 1 suggest signs and/or a gate be installed at the beginning of the fire lane to the south of the parking area on the east side of the building. These will let drivers know it is a fire lane, not for through traffic, and not for parking. 5. Is a paved access drive to the fire tank needed? This is not shown. 6. the proposed berm in front of the building (along Sullivan Ave) needs to be longer and higher to provide any screening of this building. 7. The first rip rap channel from the parking lot to the water quality basin to the east of the building should be modified to start at the east end of the paved leak-off and go straight into this basin at an angle. This will work better than coming off the side of the leak-off and then turning 90 degrees into the basin. 8. The plans show roof drains and leaders from the west side of the building to the swale on Lot 2. No roof drains or leaders are shown on the east side of the building, so the only water going to the eastern water quality basin is from the eastern parking and part of the front parking lot. Is this correct? 9. Water will not flow much in the long flat swale heading south from the eastern water quality basin to the wetlands mitigation area. Water will back up in the wetlands mitigation area and the eastern swale and the eastern water quality basin because the only outlet from the wetlands mitigation area is a rip rap emergency spillway at elevation 79.5 and the long flat swale is shown at elevation 78.5. This may also cause part of the eastern parking area to flood. The elevations and channels in the eastern and southern drainage system need to be checked and revised or explained better. 10. Label the wetlands mitigation area to the south of the proposed building and show the grading and elevation contours for this area. 11.The sanitary sewer lateral from the building to the manhole in Sullivan Ave should have at least a 2% slope per Town standards, not 1% as shown. 12.Calculations and estimates of the wastewater flows expected from this building need to be provided. 13.An access easement to the Town of South Windsor is needed from the proposed sanitary manhole to Sullivan Avenue for inspection and maintenance 14.The electric, cable, telephone and gas utilities for this building need to be shown. 15.The detail sheets include details for an underdrain, and gravel road to outlet structure but these are not shown on the plans. Please explain. 16.The details for the rip rap swale and level spreader need to include 6 inches of gravel between the geotextile/filter fabric and rip rap. 17.This plan must be submitted to the WPCA for their review and approval to connect to the Town's sanitary sewer system. Please contact me if you have any questions. Page 1 of 1 Lipe, Michele From: Peter DeMallie[PDeMallie@designprofessionalsinc.com] Sent: Friday, May 22,2015 1:14 PM To: Lipe, Michele Cc: Ben Wheeler;jillm@scannellproperties.com;Zarambo, Lauren L.; dont@scannellproperties.com; 'Steinmann, Kurt'; 'Wayne Gerlt';Andy Krar; Daniel Jameson; 'Jim Bubaris' Subject: RE: Regional Distribution II Planning Comments Michele-In response to your memorandum,please see our responses below: 1) What are the intended hours of operation for this facility? 3pm on Sundays through 6pm on Fridays with occasional Saturday morning operations. 2) Please provide traffic data(cars vs.trucks)that are anticipated to and from the site on a daily basis. Daily(24 hour period)count of automobiles in and out of the facility is expected to be 55-60 total of which 35-40 autos will arrive at the site between 5:00 am-9:00 am and then depart from the facility between 2:30 pm—5:30 pm. Approximately 20 automobiles will arrive at the facility(for second shift operations)at approximately 4:00 pm and then depart from the facility between 12:00 am—2:00 am. The facility will receive approximately 20 trucks per day,generally between 5:30 am—12:00 pm. Approximately 10 trucks are to be dispatched daily between 4:00-5:00 am and will return to the facility generally by 6:00 pm daily. 3) Will refrigerator trucks be parked on-site overnight?If so,will they need to run 24/7 and will they generate noise? The intended user will operate a refrigerated fleet. Trucks are cooled before and during loading. The reefer units are set on an auto-cycle and shut off once the set temperature is achieved and only re-start when refrigeration is needed to maintain the set temperature,about 50%of the time. 4) Will the traffic lights on Sullivan Avenue be synchronized as a part of this project? The traffic signals on Sullivan Avenue are too far apart to synchronize,though ultimately this is ConnDOVs decision. Please call me if you should have any other comments.Thank you. Peter R. DeMallie President&Principal Design Professionals, Inc. CIVIL&TRAFFIC ENGINEERS/PLANNERS 1 SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island P,O.Box 1167 860.291.8755 phone 21 Jeffrey Drive 860.291,8757 fax South Windsor,CT 06074 www.desionprofessionalsine.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review,use; disclosure or distribution is prohibited.If you are not the intended recipient;please contact the sender by reply e-mail and destroy all copies of the original message. 5/22/2015 Appl #15-28P, Regional Distribution Facility II Site Plan Public Hearing, 5-26-15 Planning Department Report ICJ3 1. Request for site plan approval for a 167,763 sq ft distribution facility on L acres of property, located on the recently created Lot#3 of Sullivan Avenue Industrial Park, to be known as 175 Sullivan Avenue, I zone. 2. The maximum ' rvious co lowed is 6 o, 8% proposed. osed building height is 40 eet; 4 eet al wed. The bu' ' g setback b29 feet feet min' required. �� ' ' ' nlu_� 3. The site is entirely surrounded by industrially-zoned property. The applicant is meeting the required interior landscaping requirement of 10% through plantings and islands throughout the parking areas. A landscaped berm, 5-6 feet in height along Sullivan Ave, has been proposed to screen the parking and loading dock areas. Varieties of deciduous and evergreen plantings are proposed on the berm and will be similar in design to the adjacent site and are proposed as larger at planting as was required with Lot#2. A ten foot multi-use path approved with the subdivision is shown along the Sullivan Ave frontage. 4. The parking requirement based on the zoning regulations for the warehouse and office breakdown is 182 spaces. The plan shows 80 spaces and the developer is requesting a modification to the number of parking spaces (102 spaces) in accordance with Section 6.4.9. This allows the PZC to reduce the number required when demonstrated that: • The increase in stormwater run-off rate shall be held to a minimum by reducing the parking spaces, and/or • The applicant demonstrates through actual experience that a lesser number of parking spaces will suffice, and further that due to the nature of the building or business, future owners/occupants of the building are also unlikely to need to number of parking spaces required by the zoning regulations. The applicant has indicated that based on the tenant's experience, the 80 spaces meets their needs and reduces unnecessary increase in storm water run off. 5. The loading docks for this building are located on the westerly side of the building way facing the loading docks for building #l. The facilities hours will be: 3Pm on Sundays through 6 PM on Fridays with occasional hours on Saturdays. 6. An updated traffic report has been submitted for this project outlining the square footage reductions from the original report. At staff's request, the applicant did provide the following breakdown of vehicular usage on site: 1 • Daily (24 hour period) count of automobiles in and out of the facility is expected to be 55-60 total of which 35-40 autos will arrive at the site between 5:00 am - 9:00 am and then depart from the facility between 2:30 pm— 5:30 pm. Approximately 20 automobiles will arrive at the facility (for second shift operations) at approximately 4:00 pm and then depart from the facility between 12:00 am— 2:00 am. • The facility will receive approximately 20 trucks per day, generally between 5:30 am— 12:00 pm. Do these trucks stay on site or leave after emptied? • Approximately 10 trucks are to be dispatched daily between 4:00 - 5:00 am and will return to the facility generally by 6:00 pm daily. 7. Because the intended user of the site will have refrigeration trucks, we have asked the applicant to address any potential noise that may be generated by the trucks on site. As with any business in town, this business would be subject to the Town's Noise Ordinance. 8. This property is subject to the access management regulations and all easements were secured with the original subdivision approval. There is an internal access drive parallel to Sullivan Ave that will service this lot as well as a right only exit on the eastern end. 9. Office of State Traffic Administration approval is required; and OSTA has full jurisdiction over traffic signals and road improvements on State roads. 10.All proposed lighting has full cutoff fixtures and the pole height 25' poles as well as wall paks on the buildings. Similar to the adjacent building, the applicant has requested a waiver to be allowed to-h ve 3 (three) 35 foot high poles in the loading dock area. The Commission can greet this Wvaiver after finding that: , 1 • traffic or other hazards v,ill not be created; general property values will be conserved; :F • no adverse effects on existing uses M the area; general welfare of the community will,be served; no adverse environmental impacts willbe created; • topography of the land makes the property suitable for higher poles. 11.The applicans has provi a colo d-eleuatier �fTi c n ef, have both a free standing and building gnage 12.Architectural and Design Review Committee reviewed the proposal on May 21, 2015. It was represented that there would be many similarities in materials and colors of the two distribution facilities. One difference is the type of lighting to be utilized on site. This site will have LED lighting and the adjacent site will not. The ADRC was satisfied with the proposal as presented. 13.The Fire Marshal has reviewed the plans and has requested that the plans be modified so that all egress doors lead to a public way via a paved sidewalk. 14.There are regulated wetlands on the site. IWA/CC approved this application May 20 with standard approval conditions and the following bonding requirements: A bond shall be collected in the amount of$20,000 placement and maintenance of erosion and 2 sediment controls, and $20,000 for installation of storm water systems. I wetlands mitigation bond was posted previously. 15.Public water and sewer are provided. Water Pollution Control Authority is required. If this application is approved, the planning department has no additional modifications to request. 3 �041 N se', 0 � x F' a 4 Tov� ?d&U&01t we 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 I�dsoR.co`'`� TELEPHONE (860) 644-2511 Certified #70111570000063328475 May 27, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #15-28P—Regional Distribution Center II, 175 Sullivan Avenue Dear Mr. DeMallie: At the May 20, 2015 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. #15-28P—Regional Distribution Center II - 175 Sullivan Ave., Lot#3 - IWA/Conservation Commission application for an industrial site plan. The site is located southerly of Sullivan Ave, and easterly of John Fitch Blvd (RT-5). Industrial (1)Zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on May 20, 2020. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bond shall be collected in the amount of$20,000 for installation and maintenance of erosion and sediment controls; $20,000 for installation of stormwater controls. 5. Reconfiguration of peninsula in the mitigation area to maximize the travel path of water flow through the mitigation area to be shown on plans. 6. Check dams on the interconnecting swales to be shown on plans. 7. Coordination with town staff on maintenance and vector control in the created water bodies, to be added to Maintenance Plan. 8. All approvals required must be obtained and submitted prior to any activity on the site. 9. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION Elizabeth A Warren, Chairperson cc: Director of Planning J Chief Building Official Attorney Gerlt SSW N SF4 a s To� O-P S_0� ?d&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�dSOR- 0 TELEPHONE (860) 644-2511 CERTIFIED MAIL 70111570 0000 63371334 May 29, 2015 Ms. Jill Marcotte Scannell Properties#234,LLC 800 East 96`h Street, Suite 175 Indianapolis, IN 46240 Dear Ms. Marcotte: Re: Appl.15-28P, Sullivan Avenue Industrial Park Regional Distribution Center II Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on May 26, 2015 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for site plan approval for a 167,763 sq ft distribution facility located on Lot #3 of Sullivan Avenue Industrial Park on property located at 175 Sullivan Avenue, I zone, as shown on plans prepared by Design Professionals, Inc. dated May 5, 2015 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of$20,000 to ensure compliance with the erosion and sediment control measures and$20,000 to ensure establishment of storm water system. 4. A landscape bond in the amount of$20,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If an Office of State Traffic Administration review and certificate is required, no building permits will be issued until the certificate has been issued(per CGS §14-311). 13. In accordance with Section 5 and access management requirements,this approval is subject to the following: • An easement allowing cross access to and from the adjacent property on Sullivan Avenue must be shown granting irrevocable permission to enter upon and perform all activities needed to construct the driveway, on both properties on which the driveway will be constructed. • At such time as a site plan is approved for the property to the immediate east or west, an interconnection shall be constructed in the area shown on the subject site plan OR as agreed by the two property owners and further approved by the Planning and Zoning Commission. Failure to construct the site interconnection shall be construed as a zoning violation and shall be pursued via the remedies available to the Town of zoning violations. 14. Engineering comments dated 5115115 must be incorporated into the final plans. 15. In accordance with Section 6.3.3.F,the Commission has granted a waiver to allow 3 (three) exterior light poles to be 35 feet in height. 16. In accordance with Section 6.4.9,the Commission has granted a modification to the required number of parking spaces based on the uses presented, allowing 80 spaces. 17. All egress doors shall lead to a public way with a paved sidewalk. 18. The configuration of the easterly egress shall be reviewed by the State and the Town's Legal Traffic Authority in attempt to reduce the skew of the right only exit drive at the easterly most drive. Black and white transparent mylars of Sheets # C6 and C7 with the above modifications, together with three blueprint copies of the entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans)must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution Control Authority must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. Very Truly Yours, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Peter DeMallie,Design Professionals, Inc. Attorney Wayne Gerlt SOUTH 0TxDSORVO=MPAZ��'19W .Mattes 1) Reed,Esg 151&id Hill Road Clair}/Four ° rth,Wiztca�$or;CT 06074lop Thursday,May U,101 S Offi °of stato l raMp,d minist�rati�an D,0-AAmerit.of Tra00aft 's,0 Berlin Turnpike N6w.iogton, T 06131-7546 > i Sca�►nell Pi�apertie�#20S t�DTA#132-1�0I0Q1 Dear �'A: As the local."tra athurity fax the'Towr�of Southinusr �m�tr to jnfQrn y©u. thtt I have rev% ww W the to-, - alt he questia►a for Lot 3 4f.'S�eli'Pr�iperties an Sulll��A�en��iii South�indw. It is my oinlan that the:rreallgnrenfi of the dv�;t4a dgr�relative tri"Sullivan AvOue will provide thc,s stater tiv4.fv�r day tc`tiuy use cft e lr v . "' °he degree angle is such:that diyer : ll be more. ip#tvme to al stop_Yore enter%rg the rc acl vay and.thus"l1ove nple time to check for venflreti�g`tiraf�ie.." Very truly yours, lierw.l7. .eed f of Police Q *kAutho=x SOW N S fq 7-0� 074C S-0� V&U&ot w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 SOR-0 TELEPHONE (860) 644-2511 June 3, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Industrial Park, 75 Sullivan Avenue - Lot#1 WPCA Approval Dear Mr. DeMallie: The South Windsor Water Pollution Control Authority, at its regular meeting on June 2, 2015, gave approval to connect a sanitary sewer lateral to the existing sanitary manhole in Lot No. 1 - 75 Sullivan Avenue, South Windsor, CT and as more specifically shown on plans entitled "Sullivan Avenue Industrial Park, Regional Park, Regional Distribution Center, 135 Sullivan Avenue, South Windsor, CT"; prepared by Design Professionals, South Windsor, CT; Project No.: 3496; dated 6/1/2015; Sheet C-9 "Utility Plan". This approval is subject to the following conditions: 1. The sanitary sewer lateral shall be capped; 2. Any change in the project, other than originally presented, must be brought back to the Authority for further approval; 3. Technical inspection and approval of the Town of South Windsor Engineering Department; 4. Final Authority approval and acceptance will be conditional upon the sanitary sewer lateral having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer lateral was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Ri.. rd Aries, Chairman Water Pollution Control Authority cc: Michael J. Gantick, Director of Public Works Jeff Doolittle,Town Engineer J Michele Lipe, Director of Planning Department Chris Dougan, Chief Building Inspector �pyrN Srq yJ � fi To� 01/e sioa� ?d&U&01t 4V 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 Jug 15 TELEPHONE (860) 644-2511 Peter DeMaliie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Sullivan Avenue Industrial Park, Regional Distribution Center II - Lot#3 WPCA Approval Dear Mr. DeMaliie: The South Windsor Water Pollution Control Authority, at its regular meeting on June 2, 2015, gave approval for connection to the Town's sewerage system for a proposed commercial building (lot no. 3) located at 175 Sullivan Avenue, South Windsor, CT and as more specifically shown on plans entitled "Sullivan Avenue Industrial Park, Regional Multi- State Food Distribution Center, 175 Sullivan Avenue, South Windsor, CT"; prepared by Design Professionals, South Windsor, CT; Project No.: 3496; dated 4/5/2015, revised 6/1/2015 (Change Order #1); Sheet C-11 "Utility Plan". This approval is subject to the following conditions: 1. There will be a sanitary sewer sampling manhole installed; 2. An easement allowing the Town access to the sampling manhole on the building sewer for monitoring purposes must be reviewed and receive the prior approval of the Town Attorney; 3. A connection charge will be due in the amount of $44,969.80 for 11.8 acres at the time of connection, the rates for which will be in effect until June 30, 2015; if expansion of the building is made in the future, there may be an additional connection charge due at that time. 4. Technical approval of the Town of South Windsor Engineering Department; and 5. Final Authority approval and acceptance of the sanitary sewerage connection will be conditional upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Ric and Aries, Chairman W ter Pollution Control Authority cc: Michael J. Gantick, Director of Public Works �eff Doolittle, Town Engineer Michele Lipe, Director of Planning Department Chris Dougan, Chief Building Inspector SI��IfiH �}�P�L�CE,� FAR2' 2 e'er Matthew D.Reec4 Esq. 151 Solid Hilt Abod Cla f of Folacs South W1,46 rr,CT 06074, � •C�4�256� .�r�8�d-f��-t15X Thursday,M081 201 Oft of Stag Traft Admtn stir tiot Do"partYrt01 t.of Tr i i irtati ti 280{1 BerlinTurripike isBox 347'T 40 N6Wi4don,CT 0601.754b �'cannell P'i��ipe TA#13 e # 45 tD45Q 0�1 dlamwtAstheoca .`trachrty forhTow of *'to tnfrn y© tf it I ftae reied t ,p�re€l attr ►at wets t e eernrew question for I;at 3+ eannell lrcaperties+ran ullivati Aenti in South Vindscr, I1 is my bpWon lhat the reallgntnenl of the&Iw to 60 o es telattve to SullWan A.veue wtll providq tlao,sfst of texative fox day to clay use of ogle is such t11at d v08"WIA,l be tngre a pt f chi e o a full stop I efore etiteril the rciaclvvay and thus have arx*time to cheek four-confltetiu$.1 Very truly yours, ihew.l?.Deed ti f"of Police • Lac 1 afflc Authority, 15- ZSp P.O.BOX 1167 21 JEFFREY DRIVE SOUTH H WINDSOR,CT 06074 PHONE:860.291.8755 om FAX:8onalsi .8757 c.com Ls vwvw.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS/ SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode/s/and • • • LETTER OF TRANSMITTAL To: Town of South Windsor, CT Date: 7/23/2015 DPI Project No. 3496 Attn: Michele Lipe Re: Scannell Properties Town Planner Sullivan Avenue Industrial Park 175 Sullivan Ave, South Windsor, CT WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ • • • • COPIES DATE NO. DESCRIPTION 4 7/23/15 1 Final Approval Site Plans 1 7/23/15 2 Mylars:C6&C7 : • These are transmitted as checked below: ElForApproval El No exceptions taken Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us REMARKS: SIGNED: lam.. CC: Daniel H. James 4�WN Sf4 � /�C/►�W/ V ���C;��t�G�2 GCII a s � • co 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR.CO TELEPHONE(860) 644-2511 July 27, 2015 Jim Kusner, Superintendent Arco National Construction 900 North Rock Hill Road Saint Louis,Missouri 63119 Dear Mr. Kusner: Re: Preconstruction Meeting for Appl. 15-28P, Regional Distribution Center II, 175 Sullivan Avenue IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lipe SW Planning michele.lipe@southwindsor.org 644-2511 x252 Jeffrey Doolittle SW Engineering jeffrey.doolittle@southwindsor.org 644-2511 x245 Bernie Drabek SW Engineering bernard.drabek@southwindsor.oriz 644-2511 x241 Scott Custer SW Police Dept. scott.custer@southwindsor.= 860-644-2551 Hal Pierce Pierce Builders hal@piercebuildersinc.com 860-653-9254 Jim Kusner Arco National jkusner@arcol.com 314-614-7175 Construction Peter DeMallie Design pdemallie@dvinc.co 860-291-8755 Professionals, Inc. Daniel Jameson Design djameson@dpinc.co —J-860-291-8755 Professionals, Inc. The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out area and maintained/cleaned out duringconstruction• Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Sullivan Avenue. Calcium chloride or water is to be used for dust control as required. 4. Install and stabilize the detention basin and swale on site first. Public Works 1. Three complete sets of approved/revised plans have been provided to Town along with plans developer needs. They have been stamped"Final". Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work in (Road Name) with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 4. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. Progress As Built Plans may be submitted to the Town Engineer for approval prior to paving and after subgrade formation. Show elevations and location of all storm drainage and sanitary sewer. 7. An as built plan will be required for the improvements to the site. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 9. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 10. Any problems and/or questions regarding construction of this project will be directed to Jim Kusner in the field at cell phone 314-614-7175. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 16. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 17. Sewer permit has been paid for and issued for 175 Sullivan Avenue. 18. No paving after October 15 or before April 15 without written approval from Director of Public Works. 19. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 20. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 21. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as- built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. All bonds required; mylar to go on file prior to issuance of building permit. 3. All easements must be submitted for review prior to filing of mylars. 4. Sign permits are required for all temporary and permanent signs. Utilities 1. Contact utilities for coordination of utilities connection. Fire Marshal(Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical,Electrical, reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING** 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yo rs, l Michele R. Lipe,AICP Director of Planning MRUIIz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek,Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN-IN SHEET PLEASE Print Clearly d :AC .ce) G' 2.99- gt Qln ex U Ski ek: Utl?6 af k0so OSLj ems`cz_Z � �5�,.1 — '�.�=�'F.._ SCs, 15=zFP P.O.BOX 1167 21 JEFFREY DRIVE ;gn SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 lemom� FAX:8onalsi .8757 c.com vwvw.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • : • LETTER OF TRANSMITTAL To: Town of South Windsor, CT Date: 7/28/2015 DPI Project No. 3496 Attn: Michele Lipe Re: Scannell Properties Town Planner Sullivan Avenue Industrial Park 175 Sullivan Ave, South Windsor, CT WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : El Copy of Letter El Change Order ❑ C f, AIJ6 F c4DEQ . APPA • COPIES DATE NO. DESCRIPTION 4 7/23115 1 Site Plans 1 7/28/15 2 Change Order Application : • These are transmitted as checked below: ® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ Forbids due ❑ Prints returned after loan to us • REMARKS: RECEIVE® JUL 2,8 2015 • SOU7N"NDSOR PLANNING DEPT. : SIGNED: CC: Daniel H a n, E.I.T. STATE OF CONNECTICUT ecrtc�r DEPARTMENT OF TRANSPORTATION o� ��Niry 2800 BERLIN TURNPIKE, P.O. BOX 317546 `�h �4 r NEWINGTON, CONNECTICUT 06131-7546 Phone: (860)594-3020 June 23,2015 Mr. James C.Carlin Scannell Properties#205,LLC 800 East 95th.Street, Suite 175 Indianapolis,IN 46240 Dear Mr. Carlino: Subject: Town of South Windsor Sullivan Avenue Industrial Park Enclosed is a copy of Traffic Investigation Report No. 132-1501-01, approved on June 23,2015,detailing conditions for the issuance of a.Certificate. In accordance with Section 14-311 of the General Statutes,a building/foundation permit cannot be obtained from the Town until a Certificate is issued. A Certificate will not be issued by this office until: . 1. The Traffic Investigation Report has been recorded on the municipal land records in accordance with Condition No. 17 and this office has been provided with evidence of recording(i.e.,copy of recorded report); and 2. A bond, sufficient to cover the full cost of implementing the required improvements,has been posted with the Department of Transportation District 1 Office(Attn:Ms.Kelli McKeon)at 1107 Cromwell Avenue,Rocky Hill, CT 06067,(860)258-4501,as noted in Condition No.16 and this office has been so notified,in writing, by the District Office. Additionally, an encroachment permit must be obtained from the District Office prior to performing any work within the state highway right-of-way. An encroachment permit will not be issued until the certificate has been issued and filed on the municipal land records in accordance with the attached procedure,the easements noted in Condition Nos.6 and 12 have been granted,and detailed construction plans have been reviewed and approved by the District Office. Enclosed is the Procedure for Transfering Property and/or Easements to the State of Connecticut,to satisfy Condition Nos. 6 and 12. The approval will expire on June 23,2018,unless all the requirements are satisfied. ,Sincerely, r. d:�C—j David A. Sawick" i Executive Director Office of the State Traffic Administration Enclosures Copy to: Sergeant Glenn M.Buonanducci Mr. Christopher Dougan—Please confirm Certificate issuance with OSTA \,Kanning and Zoning Mr. James G.Bubaris,P.E.— Was given the certified copy of the report for filing,instruction for filing, instruction for transferring property and/or easement, and the plans Mr.Lyle Wray An Equal Opportunity Employer Printed on Recycled or Recovered Paper TRA-10REV4/15 Report b : `vex Date: 05/15 OSTA No: 132-1501-01 P Y Mermelstein STATE OF CONNECTICUT Checked P.onwuazor Date: 05/15 DEPARTMENT OF TRANSPORTATION Loc No. by: TRAFFIC INVESTIGATION REPORT TO THE Recorn e d by: OFFICE OF THE Approved by OSTA ._ 3 STATE TRAFFIC ADMINISTRATION See Previous Traffic Investigation Report No: Town of South Windsor Date: (� J Requested by: Bubaris Traffic Assoc. Location: Route 194(135 Sullivan How Requested; Certificate Application Avenue) Date;5/20/15 ce 2� 1 Executive Director IE Recommendations: SO In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the Office of the State Traffic Administration (OSTA) issue a certificate to Scannell Properties # 205, LLC for Sullivan Avenue Industrial Park, a 518,870 square-foot gross floor area mixed use development with 264 parking spaces, located at 75, 135, and 175 Sullivan Avenue in the Town of South NVindsor stating that the operation thereof will not imperil the safety of the public based on the following conditions. These conditions are based on and refer to the following plans prepared by Design Professional Inc.: A. "Overall Site Plan (OSTA), Sullivan Avenue Industrial Park Regional Distribution Center," dated January 30,2015 and revised June 18,2015. B. "Roadway Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet RI-1 and RI-2, dated May 4, 2015 and revised June 18,2015 C. "Sight Distance Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet SD-1, dated June 12, 2015 and revised June 18, 2015.. 1. That the site driveways on Route 194 and Route 5 be constructed in substantial conformance with the referenced plans. 2. That Route 194 be overlaid within the limits of the roadway work. The extent of the overlay is to be determined by the Department of Transportation's District 1 Office. 3. That all conflicting pavement markings in the area of roadway work be eradicated to the satisfaction of the Department of Transportation. 4. That all roadway and drainage improvements within the State highway right-of-way be subject to review by the Department of Transportation and all their requirements including those pertaining to maintenance and protection of traffic be satisfied prior to the issuance of a permit for work within the highway right-of-way. Page 1 of 4 Sullivan Avenue Industrial Park Route 194(Sullivan Avenue) Town of South Windsor 5. That the traffic signal be replaced on Route 194 at Rye Street and the site driveway. 6. That prior to the issuance of an encroachment permit, an easement be granted to the State, at no cost, to place and maintain traffic signal appurtenances on private property at the intersection of Route 194 and Rye Street. Rights of Way File No. 132-000-46. 7. That any cutting, removal, or pruning of trees, shrubbery or vegetation situated partially or wholly within the limits of the State highway right-of-way be in accordance with Department of Transportation's"Office of Maintenance Guidelines for Tree Maintenance and Removal." 8. That intersection sight distances be provided and maintained from the site driveways on Route 194 and Route 5 as shown on the referenced plans. 9. That signs and pavement markings on the site driveways be installed and maintained in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 10. That all pavement markings installed on State roads be of epoxy material, or of a material as directed by the Department of Transportation. 11. That signs and pavement markings on Route 194 and Route 5 be installed in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 12. That prior to the issuance of an encroachment permit, an easement be granted along the site frontage, for highway purposes, to the State, at no cost, as indicated on the referenced plans. Rights of Way File No. 132-000-46. 13. That future internal connections between the site property and adjacent properties be allowed and not precluded subject to agreement between the property owners, and that no future access to the site property from any adjacent properties be established without review and/or approval of the OSTA. 14. That occupancy of the buildings on Lots 2 and 3 be allowed prior to the completion of the westerly site driveway on Route 194 and site driveway onto Route 5. 15. That an encroachment permit be obtained from the Department of Transportation's District 1 Office prior to performing any work within the State highway right-of-way. The pen-nit forms must include the applicable detailed construction plans. 16. That prior to the issuance of a certificate, a bond be posted and maintained in the amount of $815,000 to cover the costs of satisfying the conditions of this report. Upon submission of the final design plans, the dollar amount of this bond may be adjusted either upward or downward during the encroachment pen-nit review process. Page 2 of 4 Sullivan Avenue Industrial Park Route 194 (Sullivan Avenue) Town of South Windsor 17. That prior to the issuance of a certificate, a copy of this report be recorded on the municipal land records in accordance with the attached procedure. A copy of the certificate shall be recorded on the land records upon issuance and prior to the issuance of an encroachment permit. 18. That an application for a certificate of occupancy for any portion of this development not be submitted to the Town of South Windsor until all the conditions of this report have been completed or subsequent OSTA approval allows otherwise. 19. That the OSTA reserves the right to require additional improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. Mr. James G. Bubaris, P.E., the applicant's authorized representative, concurred with the above recommendations on June 17, 2015. Sergeant Glenn M. Buonanducci, representative for the Local Traffic Authority for the Town of South Windsor, concurred with the above recommendations on June 22,2015. Page 3 of 4 Sullivan Avenue Industrial Park Route 194 (Sullivan Avenue) Town of South Windsor . 17. That prior to the issuance of a certificate, a copy of this report be recorded on the municipal land records in accordance with the attached procedure. A copy of the certificate shall be recorded on the land records upon issuance and prior to the issuance of an encroachment permit. 18. That an application for a certificate of occupancy for any portion of this development not be submitted to the Town of South Windsor until all the conditions of this report have been completed or subsequent OSTA approval allows otherwise. 19. That the OSTA reserves the right to require additional improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. Mr. James G. Bubaris, P.E., the applicant's authorized representative, concurred with the above recommendations on June 17,2015. Sergeant Glenn M. Buonanducci, representative for the Local Traffic Authority for the Town of South Windsor, concurred with the above recommendations on June 22,2015. Page 3 of 4 SCq FgRNygM Nnc FERRY R/�R Mc cR'�rH Rpgo N East Windsor CgNe Hill o�� ROE 0 s z SITE s Q a � aOL O� q/v 194 6P�G o o� pq0 3� BRICKYARD h� POND T.I. 650.28 7.6755 SULLIVAN AVENUE NOTE: Fea 6E0•291•e757 INDUSTRIAL PARK INFORMATION SHOWN ON THIS MAP TAKEN FROM REGIONAL DISTR13UTION CENTER CONNECTICUT DEPARTMENT OF TRANSPORTATION civil 6 traffic engineers .surveyors 135 SULLIVAN AVENUE TOWN ROAD MAPPING le"docape architects • nnor • 425 sBnran Avnu., P.O. B- 167,South WIndeoq.Connectcut 06074 SOUTH WIIN SOR CO NECCICUT NOT TO SCALE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION A,Narr •° 2800 BERLIN TURNPIKE, P.O. BOX 317546 oP NEWINGTON, CONNECTICUT 06131-7546 Phone: (860)594-3020 June 26,2015 RECEIVO - Mr. James C.Carlin Scannell Properties#205,LLC JUL Q 12015 800 East 95th Street, Suite 175 Indianapolis,IN 46240 SOUTH MNDSOR PLANNING DEpT, Dear Mr. Carlino: Subject: Town of South Windsor Sullivan Avenue Industrial Park We have been advised that a bond has been posted with the Department of Transportation District 1 Office for the above development and a copy of the recorded Traffic Investigation Report has been forwarded to us. In accordance with Condition Nos. 16 and 17 of Traffic Investigation Report No. 132-1501-01,approved on June 23,2015, enclosed is Certificate No. 1890. The Certificate will expire three(3)years from the approval date of the aforementioned report unless all conditions and requirements are complied with within that period or permission is requested and obtained from the Office of the State Traffic Administration(OSTA)to extend the expiration date. An encroachment permit must be obtained from the Department of Transportation District 1 Office at 1107 Cromwell Avenue,Rocky Hill,CT 06067(Attn: Ms.Kelli McKeon at(860)258-4501)prior to performing any work within the state highway right-of-way. An encroachment permit will not be issued until the easements noted in Condition Nos. 6 and 12 have been granted,the Certificate has been filed on the land records to satisfy the remainder of Condition No. 17,the OSTA has been provided with evidence of recording(i.e.,copy of the recorded certificate),and the district office has reviewed and approved detailed construction plans for the work in the state highway right-of-way. Enclosed is a copy of the Procedure for Transferring Property and/or Easements to the State of Connecticut to satisfy Condition Nos: 6 and 12. Considering the above,this office has no objection to the issuance of building or foundation permits related to the development. However, operation of any portion of the facility is prohibited until all conditions of the Certificate have been satisfied,unless permission to do so has been granted by the OSTA. The OSTA will consider a request for a partial opening of the development without full compliance with the certificate requirements only if the request and supporting data are received 60 days prior to the anticipated partial opening date. Sincerely, �M _ �(David A. Sawicki Executive Director Office of the State Traffic Administration Enclosures Copy to: Sergeant Glenn M.Buonanducci Mr.Christopher Dougan— See Paragraph 3. Please confirm completion of certificate requirements prior to the issuance of any certificates of occupancy by calling the OSTA at(860)594-3020. Manning and Zoning Mr. James G.Bubaris,P.E.—Was given the certificate,report,and instructions for filing Mr.Lyle Wray An Equal Opportunity Employer Printed on Recycled or Recovered Paper STATE OF CONNECTICUT � ecna�r DEPARTMENT OF TRANSPORTATION b' s QW rAN$? 9sm 2800 BERLIN TURNPIKE, P.O. BOX 317546 OP NEWINGTON, CONNECTICUT 06131-7546 Phone: (860) 594-3020 CERTIFICATE NO. 1890 OSTA NO.: 132-1501-01 APPROVED: June 23,2015 EXPIRES: June 23,2018 ISSUED TO: Scannell Properties#205, LLC 800 East 95th Street, Suite 175 Indianapolis, IN 46240 FOR: Sullivan Avenue-Industrial Park 135 Sullivan Avenue Town of South Windsor Pursuant to Section 14-311 of the General Statutes of Connecticut, as revised,and the Regulations of the Office of the State Traffic Administration The property owner(s) and such owner's/owners' heirs, successors in interest or assigns are hereby ordered to comply with the conditions and requirements as set forth in the attached report(s) and plan(s), which are incorporated herein. Failure to comply with all conditions and requirements will constitute sufficient basis for revocation of the Certificate. OPERATION OF THE DEVELOPMENT OR ANY PORTION THEREOF SHALL NOT BE ALLOWED UNTIL SUCH TIME AS THE PROPERTY OWNER(S) AND SUCH OWNER'S/OWNERS' HEIRS, SUCCESSORS IN INTEREST OR ASSIGNS HAS/HAVE COMPLIED WITH THE ABOVE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE OFFICE OF THE STATE TRAFFIC ADMINISTRATION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE WILL EXPIRE THREE (3) YEARS FROM THE APPROVAL DATE OF THE ATTACHED REPORT UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FROM THE OFFICE OF THE STATE TRAFFIC ADMINISTRATION TO EXTEND THE EXPIRATION DATE. Upon due notice from this office,this Certificate may be reviewed and modified or revoked in the interest of public safety. V 'I Date: b �26 DaN%j A. Sawicki Executive Director Office of the State Traffic Administration An Equal Opportunity Employer Printed on Recycled or Recovered Paper TF-4—10 REV 4115 Report b : Alex Date: 05/15 OSTA No: 132-1501-01 p Y Mermelstein STATE OF CONNECTICUT Checked P.onwaazor Date: 05/15 DEPARTMENT OF TRANSPORTATION Loc No. by: TRAFFIC INVESTIGATION REPORT TO THE Recommen d by OFFICE OF THE Approved by OSTA STATE TRAFFIC ADMINISTRATION See Previous Traffic Investigation Report No: Town of South Windsor Date: E� Requested by: Bubaris Traffic Assoc, Location: Route 194(135 Sullivan How Requested: Certificate Application Avenue) Date:5/20/15 i Executive Director Recommendations: In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the Office of the State Traffic Administration (OSTA) issue a certificate to Scannell Properties # 205, LLC for Sullivan Avenue Industrial Park, a 518,870 square-foot gross floor area mixed use development with 264 parking spaces, located at 75, 135, and 175 Sullivan Avenue in the Town of South Windsor stating that the operation thereof will not imperil the safety of the public based on the following conditions. These conditions are based on and refer to the following plans prepared by Design Professional Inc.: A. "Overall Site Plan (OSTA), Sullivan Avenue Industrial Park Regional Distribution Center," dated January 30, 2015 and revised June 18, 2015. B. "Roadway Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet RI-1 and RI-2, dated May 4, 2015 and revised June 18,2015 C. "Sight Distance Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet SD-1, dated June 12,2015 and revised June 18, 2015. 1. That the site driveways on Route 194 and Route 5 be constructed in substantial conformance with the referenced plans. 2. That Route 194 be overlaid within the limits of the roadway work. The extent of the overlay is to be determined by the Department of Transportation's District 1 Office. 3. That all conflicting pavement markings in the area of roadway work be eradicated to the satisfaction of the Department of Transportation. 4. That all roadway and drainage improvements within the State highway right-of-way be subject to review by the Department of Transportation and all their requirements including those pertaining to maintenance and protection of traffic be satisfied prior to the issuance of a permit for work within the highway right-of-way. Page 1 of 4 Sullivan Avenue Industrial Park Route 194(Sullivan Avenue) Town of South Windsor 5. That the traffic signal be replaced on Route 194 at Rye Street and the site driveway. 6. That prior to the issuance of an encroachment permit, an easement be granted to the State, at no cost, to place and maintain traffic signal appurtenances on private property at the intersection of Route 194 and Rye Street. Rights of Way File No. 132-000-46. 7. That any cutting, removal, or pruning of trees, shrubbery or vegetation situated partially or wholly within the limits of the State highway right-of-way be in accordance with Department of Transportation's "Office of Maintenance Guidelines for Tree Maintenance and Removal." 8. That intersection sight distances be provided and maintained from the site driveways on Route 194 and Route 5 as shown on the referenced plans. 9. That signs and pavement markings on the site driveways be installed and maintained in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 10. That all pavement markings installed on State roads be of epoxy material, or of a material as directed by the Department of Transportation. 11. That signs and pavement markings on Route 194 and Route 5 be installed in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 12. That prior to the issuance of an encroachment permit, an easement be granted along the site frontage, for highway purposes, to the State, at no cost, as indicated on the referenced plans. Rights of Way File No. 132-000-46. 13. That future internal connections between the site property and adjacent properties be allowed and not precluded subject to agreement between the property owners, and that no future access to the site property from any adjacent properties be established without review and/or approval of the OSTA. 14. That occupancy of the buildings on Lots 2 and 3 be allowed prior to the completion of the westerly site driveway on Route 194 and site driveway onto Route 5. 15. That an encroachment permit be obtained from the Department of Transportation's District 1 Office prior to performing any work within the State highway right-of-way. The pen-nit forms must include the applicable detailed construction plans. 16. That prior to the issuance of a certificate, a bond be posted and maintained in the amount of $815,000 to cover the costs of satisfying the conditions of this report. Upon submission of the final design plans, the dollar amount of this bond may be adjusted either upward or downward during the encroaclunent pen-nit review process. Page 2 of 4 Sullivan Avenue Industrial Park Route 194(Sullivan Avenue) Town of South Windsor 17. That prior to the issuance of a certificate, a copy of this report be recorded on the municipal land records in accordance with the attached procedure. A copy of the certificate shall be recorded on the land records upon issuance and prior to the issuance of an encroachment permit. 18. That an application for a certificate of occupancy for any portion of this development not be submitted to the Town of South Windsor until all the conditions of this report have been completed or subsequent OSTA approval allows otherwise. 19. That the OSTA reserves the right to require additional improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. Mr. James G. Bubaris, P.E., the applicant's authorized representative, concurred with the above recommendations on June 17, 2015. Sergeant Glenn M. Buonanducci, representative for the Local Traffic Authority for the Town of South Windsor, concurred with the above recommendations on June 22, 2015. Page 3 of 4 Report of Findings Traffic Investigation Report No. 132-1501-01 Town of South Windsor Sullivan Avenue Industrial Park Description: Sullivan Avenue Industrial Park is a proposed 518,870 square foot mixed-use (warehouse/office) facility with 264 parking spaces, located on the south side of Route 194 (Sullivan Avenue) east of Route 5 (John Fitch Boulevard)in the Town of South Windsor. Access-On Route 194 as follows: • signalized full-access main driveway opposite Rye Street. • right-turn in-and-out west driveway. • right-out only east driveway. A right-turn in-and-out access driveway will also be provided on Route 5. Division of Traffic Engineering_ Concerns: Route 194 at Rye Street and Site Drive: The applicant proposes to convert the existing painted island on the east leg of Route 194 at its intersection with Rye Street to a left-turn lane onto the site driveway. The Department questioned if this proposal would impact the right-turning capability of the westbound WB-62 design vehicle from Route 194 into Rye Street. A Google image showed a truck utilizing the existing painted island to initiate-a right-turn maneuver. The applicant's engineer conducted a truck traffic study which documented the trucks in and out of Rye Street to be WB-50 design vehicle type and not WB-62 design vehicle. The engineer demonstrated that a WB-50 design vehicle would not encroach on the centerline of Rye Street turning from the adjacent lane to the curb. However, it should be noted that any westbound WB-62 design vehicle turning right from Route 194 onto Rye Street would be required to utilize the entire width of Rye Street in order to complete the maneuver since the existing width of the painted island will no longer be available. In a letter dated May 7, 2015, Chief Matthew Reed, the Local Traffic Authority for the Town of South Windsor stated, "We have no issue with the forthcoming loss of the existing median area on the east leg of Sullivan Avenue for the westbound right turn lane. We don't anticipate this change causing any problem as this area has not been the sight of any particular traffic concerns." Route 194 at the easterly Site Drive: The Department commented on the concern with the originally proposed right-turn in-and-out east access site driveway on Route 194 due to the proximity of the railroad tracks. It was determined that this site driveway should be limited to a right-turn out only in order to reduce the possibility of the westbound vehicles stopping to make an illegal left-turn maneuver into the site driveway and potentially creating a queue that could extend to the railroad tracks. Page 4 of 4 S i FgRNyg --- FFR �gNTic R/ Mc GR M RYR q Ty RogD N East Windsor IgNF Hill i z = SITE03 a 0s- �`� 0 4 a Q� S�l41il 19 4 o•, �� q V�NUF 00� � I o� STRoN � G RogO _ 3� BRICKYARD H� POND esi n T.I. 880.21.8755 SULLIVAN AVENUE NOTE: g Fax 080-2 91-8757 INDUSTRIAL PARK INFORMATION SHOWN� ON THIS MAP TAKEN FROM re 8810nal$ REGIONAL DISTRIBUTION CENTER CONNECTICUT DEPARTMENT OF TRANSPORTATION civil B traffic ansln:ara .surveyors 135 SULLIVAN AVENUE TOWN ROAD MAPPING 425 SUliivan Avenue, P.O.Boa nee,South Windsor,Connecticut 06074SOUTHWINDSOR CONNECTICUT NOT T0 SCALE C,� �- TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Andrew Krar, P.E. CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No, 860-291-8755 Address 21 Jeffrey Drive South Windsor,CT 06074 Site Name Sullivan Avenue Industrial Park, Regional Distribution Center II p&Z No. 15-28P Owner Scannell Properties#205, LLC Phone No. 317-218-1666 Contractor_ Arco National Construction Comp ny, INC Signature of Owner . . Dates B a V/1S Signature of Design n I7a►te: r'/�//S CHANGE: (Describe location and nature of change, Include Four (4) copies gf plan/profile of Change. ) Change slopes on sanitary lateral. Relocate transformer pad. Reason for Change: (Why .is change required) Sanitary connection in the street was installed higher than shown on the original plans per the direction of the Town inspector,and the piping in the building is already designed with minimum slope(1/16" per 1'). The transformer location changed per the request of the electric company. APPROVALS: (AS R uir'e Dir. Of Plannin Date: Town Engineer— dates 31�� I? r. of Public, i,c orks Date: o� o�v�yvt Date: P/.3/ STAFF COMMENTS: White - Town Engineer Yellow - Applicant; Pink - Director of Planning RECEIVED TOWN OF SOS WAN OR 015 T;A FF SITE CH"GE FOR SITE a Suss 'mrom WXH NI110"PLANNING DEPT. GENERAL: Andrew Krar, P.E. CHWGS ORDER CONTACT PMD Design Professionals, Inc. Phone No.850-291-8755 A4dress 21 Jeffrey Drive South Windsor,CT 06074 Site Naze Sullivan Avenue Industrial Park, Regional Distribution Center II P&Z No. 15-28P Owner Scannell Properties#205, LLC Phone No. 317-218-1666 Contractor Arco National Construction Company, INC. Signature of Owner • , ,,,-r Datel._ '/I 11S Signature of Design En9r. late z CU&NGR (Describe location d nature of change include Four (4) copies of Galan/profile of Change. Revised pump house and its finish floor elevation and fire service layout. Reason for Change: (Why is change required) Final pump house elevation and fire service layout. APPROVALS (As Required) Dir. of Planning Date: � Town Engineer Date: �3 Dir. of j . . W rk Date other: ;` hears cC l Date STAFF COMMENTS White - Town Engineer 'Yellow - Applicant Pink - Director of Planning i RECEIVED TOWN OF SOUTH WIN SOR STAFF SITE cAAMN JUL 2 8 2015 7M SITE & SUBDIVISION SOUTH WINDSOR PLANNING DEFT. �NER Ben Wheeler CHMGE ORDER CONTACT—, J`'ER [31q Design Professionals, Inc. Phone HQ;860-291-8755 Address 21 Jeffrey Drive South Windsor,CT 06074 Site H Sullivan Avenue Industrial Park, Regional Distribution Center P&Z No, 15-28P owner Scannell Properties#205, LLC phone No. 317-218-1666 Contractor Arco National Construction Company, INC Signature Of Omer Datet 24:iL Signature of Design Engr _ �•�.��/��Alate.._ /zZ/i1' CHUM (Describe location an n ture of change. Include Four (4) copies of plan/prof xle of Change. ) Removed proposed 8' high ornamental fence around loading area,and transformer was moved to a new location. Reason for Change (Why is change required Client no longer requires fence and the transformer location changed to satisfV final electrical utility layout., APPROVALS (As Required t?i r, 7f Planning Date: Town Engineer Hate: Dir. of Public Works Date Other; AN44 Dates , -d-C- 1,5 STAPP CQ s White - Town Engineer Yellow - Applicant ,l Pink - Director of Planning % Offices Indianapolis 800 E.96th Street Washington DC Suite 175 S C A N N E L L San Francisco Indianapolis,IN 46240 PROPERTIES Denver tel:317.843.5959 Minneapolis fax:317.843.5957 April 15, 2016 Michele R. Lipe Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Sullivan Avenue 135 and 175 Sullivan Avenues—Wetlands Dear Ms. Lipe: Enclosed please find a cashier's check in the amount of$10,000 for the Sullivan Avenue Wetlands Surety. Please call should you have any questions. Sincerely, Marilyn L. B sen MLB:mb Enclosure PARKSIDE F I N A N C I A L B AN K/fr& T K US T / n Take the Parkside Path FIRST AMENDMENT TO LETTER OF CREDIT IRREVOCABLE LETTER OF CREDIT NO. 201 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WIN DSO R, CT 06074 ATTN:Town of South Windsor Planning and Zoning Commission Effective Date: March 30, 2016 At the request of Town of South Windsor(`Beneficiary")we, Parkside Financial Bank&Trust, 8112 Maryland Ave., Ste 101,St. Louis MO 63105, hereby issue this amendment to Irrevocable Letter of Credit No. 201, dated April 2, 2015 in the amount of$25,000.00 with an original expiration date of April 2, 2016, ("Letter of Credit") as follows: The amount is hereby amended from $25,000.00 Dollars to a new amount of Ten Thousand and no/100 Dollars ($10,000.00). The Expiration Date is hereby amended from April 2, 2016 to a new date of April 2, 2017. All other terms and conditions of said Letter of Credit remain the same and unchanged. Parkside Financial Bank&Trust (:::� QhAm-L5 By: �.lw James C.Wa ner,CEO fj APR SOH WINaSQR P�,NNING gEPY• v ' Ace 811z Maryland Avenue Suite ioi Clayton,Mo 63105 314-290-�600 www.parksidepath.com BOND TRANSMITTAL DATE: 4/25/16 APPLICANT NAME Scannell Properties #234, LLC ADDRESS 800 E. 96 Street, Suite 175 Indianapolis, IN 46240 PROJECT LOCATION/ADDRESS LOT 175 Sullivan Avenue SUBDIVISION Regional Distribution Center (for 175 and 135 Sullivan Avenue) P&Z OR IWA/CC APPLICATION NUMBER 15-28P AMOUNT OF BOND $ 10,000 Wetlands Bond CHECK NUMBER 5502260320 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 4/25/16 NAME Q DATE PROCESSED BY FINANCE a 7II� NAME DATE SUB ACCOUNT NUMBER J O O a a 3 MUNIS APPLICATION 201500459 WAPlanning Admin\PZC\Bonds\2016 Bonds\15-28P RegionalDistributionCenter 175Sull BondTrans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/25/16 CUSTOMER#: 000000000 TIME: 11:50 CLERK: laurenlz RECPT#: 20851268 PREV BAL: TP/YR: MS/2016 AMT PAID: 10000.00 BILL: ADJSTMNT: EFF DT: 04/25/16 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 10000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 10000.00 AMT APPLIED: 10000.00 CHANGE: .00 PAID BY: SCANNELL PROPERTIES PAYMENT METH: CHECK PAYMENT REF: 5502260320 <�W N sf4 F �� 07 �&U/4 9 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �r�OsOlt-co�� TELEPHONE(860) 644-2511 April 2 p 9, 2016 Donald Tuttle Scannell Properties#234, LLC 800 East 96 h Street, Suite 175 Indianapolis, IN 46240 Re: Appl. 15-28P, Sullivan Avenue Regional Distribution Center Bond Reduction Dear Mr. Tuttle: This is to advise you that the Planning and Zoning Commission voted on April 26, 2016 to reduce or/and release the following bonds as follows: Appl. 15-28P, Regional Distribution Center $20 000 Stormwater Bond reduced by $10,000 to leave a balance of$10,000 Appl. 15-28P, Regional Distribution Center $20 000 E&S Bond reduced by$15,000 to leave a balance of $5,000 Please forward amendments to the Letters of Credit we are currently holding at your earliest convenience. If you have any further questions contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, , t Gary Bazzano, Chairman PLANNING&ZONING COMMISSION GB/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Austin Moore, CPA Controller ARCO/Murray Jill Marcotte, Scannell Properties �oW N Se4 �� x f wo 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soR-CO TELEPHONE (860) 644-2511 September 15,2016 Donald Tuttle Scannell Properties#234, LLC 800 East 96th Street, Suite 175 Indianapolis, IN 46240 Re: Appl. 15-28P, Sullivan Avenue Regional Distribution Center Letter of Credit Bond Release Dear Mr. Tuttle: This is to advise you that the Planning and Zoning Commission voted on September 13, 2016 to release the following bonds as follows: MI. 15-28P, Regional Distribution Center $10 000 Stormwater Bond reduced by $1.0,000 to leave a balance of-0- Appl. 15-28P, Regional Distribution Center$S 000 E&S Bond15-28P, Regional Distribution Center$5 000 E&S Bond reduced by$5,000 to leave a balance of-0- Please contact the Planning Department at 860-644-2511, Ext. 253 to arrange for the return of the above referenced Letters of Credit. Thank you. Sincerely, Gary Bazzano, Chairman PLANNING&ZONING COMMISSION GB/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Austin Moore,CPA Controller ARCO/Murray Jill Marcotte, Scannell Properties 40W N Sfq G S � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 r�OsoR•co TELEPHONE (860) 644-2511 Please receive enclosed letters of credit per your request. September 20, 2016 Thank you, Lauren Zarambo Planning Department Secretary September 15, 2016 Donald Tuttle Scannell Properties#234, LLC 800 East 96th Street, Suite 175 Indianapolis, IN 46240 Re: Appl. 15-28P, Sullivan Avenue Regional Distribution Center Letter of Credit Bond Release Dear Mr. Tuttle: This is to a i vise you that the Planning and Zoning Commission voted on.September 13,2016 to release the following bonds as follows: MO. 15-28P, Regional Distribution Center $10,000 Stormwater Bond reduced by $10,000 to leave a balance of-0- Appl. 15-28P, Regional Distribution Center$5,OOO E&S Bond Distribution Center$5,000 E&S Bond reduced by$5,000 to leave a balance of-0- Please contact the Planning Department at 860-644-2511, Ext. 253 to arrange for the return of the above referenced Letters of Credit. Thank you. Sincerely, _ Gary Bazzano, Chairman PLANNING&ZONING COMMISSION GB/ilz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Austin Moore, CPA Controller ARCO/Murray Jill Marcotte, Scannell Properties q�W N Sf4 C w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�Osox•co TELEPHONE (860) 644-2511 October 3,2016 Donald Tuttle Scannell Properties#234, LLC 800 East 96t' Street, Suite 175 Indianapolis, IN 46240 Dear Mr. Tuttle, Re: Expiring Letter of Credit for Appl. 15-28P, Regional Distribution Center II Landscaping Bond The Planning and Zoning Commission is holding the following Letters of Credit: PROJECT BANK AMOUNT EXPIRATION Regional Dist. Center II Parkside $20,000 Landscape 11/30/16 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions, please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, 41 Michele R. Lipe,AICP Director of Planning MRL/llz cc: Jeff Doolittle,Town Engineer Jeff Folger, Senior Environmental Planner -LWNN Sf4 70v� ale S_C�� V&U/&A w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSOR•co TELEPHONE (860) 644-2511 February 6, 2017 Donald Tuttle Scannell Properties#234, LLC 800 East 96t' Street, Suite 175 Indianapolis, IN 46240 Dear Mr. Tuttle, Re: Expiring Letter of Credit for Appl. 15-28P, Regional Distribution Center II Landscape Bond The Planning and Zoning Commission is holding the following Letters of Credit: PROJECT BANK AMOUNT EXPIRATION Regional Dist. Center II Parkside $209000 4/25/17 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, LA Michele R. Lipe,AICP Director of Planning MRL/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Page 1 of 1 Zarambo, Lauren L. From: Lipe, Michele Sent: Tuesday, February 14, 2017 11:35 AM To: Zarambo, Lauren L. Subject: FW: Scannell Properties-Change of Address Please update the Scannell files. Thanks, Michele Michele R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 From: Don Tuttle [mailto:dont@scannellproperties.com] Sent: Tuesday, February 14, 2017 11:11 AM To: Lipe, Michele; McKeon, Kelli; 'Jim Bubaris'; Blaylock, Drew; 'Glunt, Matthew'; Ben Wheeler; 'Peter DeMallie'; Andy Krar Cc: Don Tuttle Subject: Scannell Properties- Change of Address Scannell Properties 8801 River Crossing Blvd., Suite 300 Indianapolis, Indiana 46240 (317) 218-1662 (office) Cheryls@scannellproperties.com We've Moved—please mote the new address listed above! Please make note of this change in your records! Don Tuttle-LEED AP, BD+C VP Project Management Scannell Properties 816-251-4530 Kansas City Office 816-935-2390 Cell Phone SCANNELL 2/14/2017 40jiN Se CIO - apso� V&U&ot 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 °SOR-CO TELEPHONE (860) 644-2511 May 24, 2017 Austin Moore ARCO National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 Dear Mr. Moore: Re: Appl. 15-28P,Regional Distribution Center II, 175 Sullivan Avenue E&S Bond Release This is to advise you that the Planning and Zoning Commission voted on May 23, 2017 to release the following bond as indicated: Appl. 15-28P, Regional Dstribution Center$20,000 E&S Bond reduced by$20,000 to leave a balance of-0- Please find enclosed original letter of credit for your records and contact the Planning Department at 860-644- 2511, Ext. 253 if you have.any other questions. Thank you. Sincerely, Gary Bazzano, Chairman PLANNING&ZONING COMMISSION MRL/llz cc: Jeff Doolittle,Town Engineer Jeff Folger, Senior Environmental Planner PARKSIDE M► h�� F I N A N C I A L B AN K/& T R US T Take the Parkside Path ®®1+r�/��/AA April 25, 2016 V IRREVOCABLE LETTER OF CREDIT NO. 216 TOWN OF SOUTH WINDSOR , 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 ATTN:Town of South Windsor Planning and Zoning Commission Expiration Date:April 25, 2017 We hereby establish our Irrevocable Credit in your favor for the account of Scannell Properties#234, LLC,800 East 96th Street Suite 175, Indianapolis IN 46240 Project#: Appl#15-28P Regional Distribution Center II, 175 Sullivan Avenue,South Windsor CT 06074 Map Reference: Lot 3, 175 Sullivan Avenue,South Windsor CT 06074 Approval Reference: Approval dated May 29, 2015,Certified#70111570000063371334 Purpose: Site Landscaping Survival Bond Available by your drafts drawn up to the aggregate of Twenty Thousand and no/100 Dollars($20,000.00). Your drafts are to be accompanied by: THE ORIGINAL OF THIS LETTER OF CREDIT NO. 216,ANY AMENDMENTS THERETO and, A STATEMENT SIGNED BY AN AUTHORIZED OFFICER OF THE TOWN OF SOUTH WINDSOR,CONNECTICUT,STATING THAT [THE CONDITIONS SET FORTH IN A LETTER] DATED MAY 29, 2015 FROM THE TOWN OF SOUTH WINDSOR,CONNECTICUT ADDRESSED TO Scannell Properties#234, LLC,800 East 96th Street Suite 175, Indianapolis IN 46240 IN CONNECTION WITH THE Project#Appi#15-28P Regional Distribution Center II, 135 Sullivan Avenue,South Windsor CT 06074,Site Landscaping Survival Bond HAVE NOT BEEN FULFILLED. Drafts drawn under this credit must bear on their faces the clause"Drawn Under" Parkside Financial Bank&Trust Letter of Credit No.216 dated April 25, 2016. We hereby agree with you that all drafts under and in compliance with the terms of this Credit will be duly honored upon presentation to the drawee. Very truly yours, Pa/WkFinancial BankW &Trust gy. 4N�rvt Name: Title: 8112 Maryland Avenue Suite ioi Clayton,mo 63105 314-29o-8600 www.parksidepath.com