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App 16-55P Manchester Property Group LLC
Oct 07 2016 01:05PM HP Faxlyle Legal 8602420616 page 2 F TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMIS �o- APPLICATION FORM RECEIVED:G .4 d 5 Application Number: � Official Receipt Date: ) �L )�° OG( �01 . '`�� # Munis Application SOUTH WINDSORpIANNINGb ' APPLICANT: 41(1 e (� Ot"' GL! I I PROJECT NAME: m �� �' Q —7:TJc-, COMPLETE LOCATION OF PROPERTY; OWNER OF RECORD ON LAND RECORDS: Crr "e—& M rp OWNER ADDRESS: C> a-�3 GIS PIN # - 0 ZONE _ 7N ME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: +�C?�,L�- " �e-- ' 3 2- KV P-r\ae" WL c—1 0 LL4 1-e—tt',a4 cock Estimated presentation time: > THIS APPLICATION IS FOR: (Check all that apply): G(1): 70 9 70:2' ) ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Sp-ire Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision I ( Special Exception to Table (Public Hearing and Certificate of Mailing Required) ® Site Plan of Development ❑ New ® Modification Building(s) Sq Ft ❑ General Plan of Development Dept of Motor Vehicle License - State Hearing per Section 14-55 for e-nerr^l Qn—bodmA� s Q [ate ❑ 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) j ❑ Temporary and Conditional Permit (Public Hearing Required) for i ❑ Temporary and Conditional Permit Renewal 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 gn is required to be posted on the VroD erty for plications ten (10) days prior to being heard by fission. i ature of licant Signature of operty Owner tb G Print Name of Applicant Print Name of Property Owher Revised 2/2014 LYLE' LEGAL Tel. (860) 242-0611 SERVICES LLC Ill,ol Fax (860) 242-0616 Patrick G. Lyle, admitted in CT & MA Attorney at Law October 11, 2016 Michele R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: 1161 John Fitch Boulevard My Clients: Manchester Property Group, LLC Mike and Tony Auto Repair, Inc. Dear Director of Planning: I am legal counsel to both Manchester Property Group, LLC and Mike and Tony Auto Repair, Inc. Manchester Property Group, LLC "MPG"purchased the property on July 28, 2016 from Leonard M. Treglia. The subject property is located in the Industrial Zone and requires a special exception application for the proposed use as a General Repair and Retail Used Car Dealership. The subject property is a 1.6 acre parcel containing a two story brick building which was previously underutilized. The site is environmentally clean and is ideally suited for commercial or industrial use. Two previous applications for special exceptions were filed by the previous owner. The first application was granted on June 28, 2012 and recorded at Volume 2266 at page 43 of the Land Records and allowed Cross Fit to operate a retail business in the Industrial Zone. The second application was granted to Leonard M. Treglia on May 26, 2016 to allow for a Dealers' license and the wholesale of vehicles in the Industrial Zone. The approval granted to Mr. Treglia was not recorded on the land records. My client seeks a modification to the May 26, 2016 application. The modifications include reducing the number of cars to be stored on the lot for display, additional lighting and landscape elements; and provides for the ability to operate a general repair and used auto business from the current location. Mike and Tony Auto Repair has entered into a notice of intent with MPG to lease the premises. Mike and Tony Auto Repair is a licensed general repairer and used car dealer bearing Registration No. U7557. The principals Anthony Mahon and Michael Mahon have successfully operated their general repair and used car business in Hartford for twenty years, and wish to expand and relocate their primary business to South Windsor. The business currently employs seven full time employees, and upon relocation to South Windsor would look to add up to three full time employees, and two seasonal employees. Mike and Tony currently has existing working relationships with several established South Windsor businesses, and seeks an opportunity to expand its business relationships with the automotive industry related business 1 $111k 32 Wintonbury Avenue ♦ Bloomfield, CT 06002 ♦ plyle@lylelegal.com ♦ www.lylelegal.com located on Route 5 and nearby Sullivan Avenue, while becoming an active member of the South Windsor community. Consistent with the plan of development for Route 5, Mike and Tony, with consent of Manchester Property Group, LLC has undertaken to make several improvements to 1161 John Fitch Boulevard. Those improvements include repaving the parking lot, improving the fagade of the structure through the installation of new windows, siding, entrance doors, perimeter lighting, and signage. Improvements also include creating show-room space, remodeled and redesigned reception and office area to provide for a superior customer service experience. Parking areas will be organized to allow for easy access to displayed cars by customers, resulting in no more than half a dozen cars_being offered for sale,to be located at the front of the lot immediately --adjacent to Route 5 at any one time. At the same time, my clients have undertaken to add additional landscaping in the form of planting white pine trees along the perimeter, installing grass coverage, planter boxes, planter beds, and sprinkler system to ensure that all trees, hedges, and flowers will retain their vitality. In addition to all of the foregoing, my clients will retain the historical look and feel of the site, and remain consistent with the historical nature of the surrounding neighborhood by retaining the barn located at the rear of the property, and by installing corral fencing to continue the rural farm character of the nearby horse and sheep farms. At the conclusion of the matter, the improvements contemplated and already undertaken by my clients, the proposed usage, and renovations will: • Increase the value of the property • Provide additional employment • Maintain the character of the neighborhood • Create no traffic or other hazards • Operate a business that is compatible with surrounding development • Meet the Commission's goals for the corridor. I look forward to the opportunity to present my client's case for Special Exception and Modification at the next scheduled meeting. r' Very tru yours, t Patrick G. Lyle " Encl. 2 V 2b, 2 0 AFTE RECORDING RETURN TO: z 04233 WARRANTY DEED (STATUTORY FORM) LOUIS J. TREGLIA and LEONARD M. TREGLIA, whose mailing address is P.O. Box 161 South Windsor, Connecticut 06074 ("Grantor"), for consideration paid, grant to MANCHESTER PROPERTY GROUP, LLC, a Connecticut limited liability company with principal offices located at 275 Tower Avenue, Hartford, Connecticut 06120 ("Grantee"), all that certain property situated in the Town of South Windsor, County of Hartford and State of Connecticut known as 1161 John Fitch Boulevard, more particularly described in Schedule A attached hereto and made a part hereof, with WARRANTY COVENANTS. Said premises are conveyed subject to the following: 1. Any state of facts an accurate survey or personal inspection of the premises may reveal; 2. Rights of tenants and parties in possession, if any; 3. All easements, covenants and restrictions appearing of record prior to the date hereof; and 4. Any and all ordinances, municipal regulations, public or private laws and to real property taxes due the Town of South Windsor on the List of October 1, 2015, and thereafter, which taxes the Grantee herein assumes and agrees to pay as part consideration for this deed. Signed this 281" day of July, 2016. Witne e . '�S "� f V r.•h +^ ouis . Treglia ' Leonard M. Treglia STATE OF CONNECTICUT COUNTY OF HARTFORD } } ss. Manchester July 28, 2016 } Personally appeared Louis J. Treglia and Leonard M. Treglia signers of the foregoing instrument, and acknowledged the same to be their free act and deed, before me. C011veyance'lax Received State$ Local$ ►L( ` ..�^ Vincent John en Commissione th Superior Court Town Clerk of South Windsor 1111111111111111111111111111111111111111111111111111 IIIII IIIII IIIII IIIII IIII IIII Doc ID: 002447960002 Type: LAN Book 2537 Page 262 - 263 File# 04233 SCHEDULE A A certain piece or parcel of land,together with all improvements thereon,located in the Town of South Windsor,County of Hartford and State of Connecticut,commencing at a point In the westerly line of U5 Route 5 marked by a merestone,which point marks the northeasterly comer of the land now or formerly of Richard Mellen and which point marks the southeasterly corner of the premises herein conveyed;thence running in a westerly direction N64°35'30"W along land now or formerly of said Richard Mellen,a distance 325.51 feet to a point;thence running in a northerly direction N16'40'35"E,along land now or formerly of Joseph Campanelli,a distance of 344.44 feet to a merestone in the southerly line of Glendale Road,thence running in an easterly direction S64"14'40"E,along the southerly line of Glendale Road,a distance of 125 feet to a point marked by an iron pipe marking the northwesterly corner of land now or formerly of Eva Marie Montano; thence running in a southerly direction S16°41'40"W along land now or formerly of said Eva Marie Montano,a distance of 199.84 feet to a point marked by a merestone;thence running in an easterly direction S65°09'25"E along land now or formerly of Eva Marie Montano,a distance of 199.95 feet to a point marked by a merestone in the westerly line of US Route 5,thence running in a southerly direction S16°38'25"W,along the westerly line of US Route 5,a distance 148.05 feet to the point or place of beginning. T;er ci:ecl :for Record TZccorded iu South Windsor,CT �3Y_ t ��t► r - �i- ��i_�. Town Clerk BOND TRANSMITTAL DATE: 6/7/16 APPLICANT NAME Leonard M. Treglia ADDRESS 31 Collier Road Wethersfield, CT 06109 PROJECT LOCATION/ADDRESS LOT Route 5 Motor Cars Inc. / 1161 John Fitch Boulevard. SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 16-24P AMOUNT OF BOND $ 1,000 Landscape CHECK NUMBER 1316905753 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 6/7/16 NAME DATE PROCESSED BY FINANCE /b NAME U DATE SUB ACCOUNT NUMBER ,S® ® ,�d- MUNIS APPLICATION 201600537 WAPlanning Admin\PZC\Bonds\2016 Bonds\16-24P RT5 MotorCars Bond Trans.doc ��y1N Sf4 C� ° 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 J�OSOR-CO TELEPHONE (860) 644-2511 October 12, 2016 Manchester Property Group LLC C/o Patrick G. Lyle 32 Wintonbury Avenue Bloomfield, CT 06002 Dear Mr. Lyle: RE: Appl. 16-55P, Manchester Property Group LLC dba Mike 8s Tony Auto Repair Inc. - request for a Special Exception to Table 4.1.lA and a Department of Motor Vehicle Used Car Dealers license to allow for general repairs and retail sale of vehicles; and site plan approval on property located at 1161 John Fitch Boulevard, I zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, October 25, 2016 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on John Fitch Boulevard by Friday, October 14, 2016. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 10/13/16 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Kevin Cooney, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning&Engineering Departments have received plans for the following projects: Appl 16-55P, Mike& Tony Auto Repair Location: 1161 John Fitch Boulevard ® Site Plan ❑ Subdivision No. Acres 1.6 Zone I ❑ Industrial ❑ Commercial ® Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: Allow for retail auto sales and service 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 10/20/16 and return to the Planning Department. LYLE LEGAL Tel. (860) 242-0611 SERVICES ' '� Fax (860) 242-0616 I� Patrick G. Lyle, admitted in CT & MA Attorney at Law October 14, 2016 016 �1TN VJtNDS4R�yNtNG DEP1. South Windsor Planning Department 154-0 SUlli%fan Avenue South Windsor, CT 06074 Re: Appl. 16-55P; Manchester Property Group LLC DBA Mike 8v Tony Auto Repair Enclosed please find copies of Letters to Abutters and copies of certified mail receipts. If you have any questions, please contact me at (860) 242-0611. . .....:Very truly yours, Patrick G. Lyle 32 Wintonbury Avenue ♦ Bloomfield, CT 06002 ♦ plyle@lylelegal.com ♦ www.lylelegal.com I LYLE LEGAL SERVICES LLC Tel. (860) 242-061 1 Fax (860) 242-0616 Patrick G. Lyle, admitted in CT & MA Attorney at Law October 14, 2016 Rocco E. Montano P.O. Box 113 South Windsor, CT 06074 Via.: Certified Mail Re: Appl. 16-55P, Manchester Property Group LLC DBA Mike 8s Tony Auto Repair Inc. Dear Property Owner: In accordance with Rules and Regulations of the Zoning Board of Appeals, you are hereby notified that an application has been filed on the property abutting yours at 1161 John Fitch Boulevard, South Windsor, CT and is subject to a hearing by the Zoning Board of Appeals. The application and plans are on file with the South Windsor Planning Department. All members of the public are invited to the hearing on Tuesday, October 25, 2016 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. Since y, Manchester Property Group LLC Patrick G. Lyle as its Attorney 32 Wintonbury Avenue 0 Bloomfield, CT 06002 ♦ plyle(i>Jylelegalxorn ♦ www.lylelegal.con, postalS TM o CERTIFIED MAIL RECEIPT m m ,DomesticOnly r Er rr- — A A Er ' Er co in Certified Mail Fee tto _0 -0 ro .0 Extra eNices&.Fees(check twx,add tee es apProW+ate) cD Return Receipt(hardoopY) $'— Postmark Q O ®Return Rece pt(electronic) $ Here �—�• Q Certified Mail Reatricted Delivery $ C3 C3 ❑Adutt Signature Required 6--�- E3 �— r_3 C3 Q Adult Signature Restricted Delhrory$---- C3 C3 CI Postage � 7ota1 Poeta9e and Fees O S tt7 Ln Sent To;��j m 0 Ln � � p M ireeta rj b ffox Nol t re P+d - 0 '1 ciy, )l •e e eee••• - j SECTION COMPLETE • ON DELIVERY 1SENDER:COMPLETE THIS coco A. Signature ■ Complete items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. C3 Yes 1. Article Addressed to: D. Is delivery address different from item 1. l pry „ If YES,enter delivery address below: ❑ No 1P�oft `3 v �o�Iy 3. Service Type El Priority Mail Express® II I�III�I I'II I'I II II I I II III II I I II I I'III I III ❑Adult Signature 0 Registered li MailT❑Adult Signature Restricted Delivery ❑ Restricted Mail Restricted i ❑Certified Mail® Delivery [ICe T"' rtified Mail Restricted Delivery ❑Return Receipt for 9590 9401 0034 5071 3895 79 ❑CollectonDelivery Merchandise C3 Collect on Delivery Restricted Delivery 0 Signature Confirmation 2. Article Number(Transfer from service label) ❑Insured Mail ❑Signature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery i (over$500) Domestic Return Receipt PS Form 3811,April 2015 PSN 7530-02-000-9053 i LYLE LEGAL SERVICES LLC. Tel. (860) 242-0611 Fax (860) 242-0616 Patrick G. Lyle, admitted in CT & MA Attorney at Law October 14, 2016 Lenard Werner 84 Gilead Road Andover, CT 06232 Via: Certified Mail Re: Appl. 16-55P, Manchester Property Group LLC DBA Mike &, Tony Auto Repair Inc. Dear Property Owner: In accordance with Rules and Regulations of the Zoning Board of Appeals, you are hereby notified that an application has been filed on the property abutting yours at 1161 John Fitch Boulevard, South Windsor, CT and is subject to a hearing by the Zoning Board of Appeals. The application and plans are on file with the South Windsor Planning Department. All members of the public are invited to the hearing on Tuesday, October 25, 2016 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. 'Sincerely, i Manchester Property Group LLC Patrick G. Lyle as its Attorney �Illllil� 32 Wintonhw-y Avenue ♦ Bloomfield, CT 06002 ♦ plyleeu lylelegal.com ♦ www.lylelegal.com ••0 • e •. looge LuA0A Sd - N 1C o xo$ o'oN 7 u�jaall$ p O p :OL TUGS Lri L Lr, I seed PUB 00e;aod letol p p p = - a6e;sod p p p $duanlpQ Pelop;s%wr4ruft Ilnpy© S pe mwa a nmums il—El p p p aaaH $ ,Lents Patosnsca I!ew pGWQ0[] p E3 Wwisod s (0!u04-?a)3d"aunnoa❑ C3 p p S (Adoopmw id!wea wn7ea❑ -%J -i ('aleudadde sv GQj p e-AV X-tp)sae 9 seolnra RWEI Er Er Er eed HeN pe-piao 03 03 (33 rl W W W i = X7 B Q' Er Er • YUGOIAJOS • • SENDER: COMPLETE • • • • DELIVERY do "' ■ Complete items 1,2, and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 1 If YES,enter delivery address below: ❑ No 3.II"I'I'�I'II III I�lI'I I�I f'I II I !I'I'III II I�I 0 Adult Priorityvice Type C] ess� Signature 0 Reg istered red MaiITTm i 0 Adult Signature Restricted Delivery ❑Registered Mail Restricted: ❑Certified Mail® Delivery 9590 9401 0034 5071 3895 62 0 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation- 0 Insured Mail ❑Signature Confirmation i ❑Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt i LYLE LEGAL, SERITICES LLC Tel. (860) 242-061 ''�i1JllfrR Fax (860) 242-0616 Patrick G. Lyle, admitted in CT & MA Attorney at Law October 14, 2016 Richard Mellen P.O. Box 619 South Windsor, CT 06074 Via: Certified Mail Re: Appl. 16-55P, Manchester Property Group LLC DBA Mike & Tony Auto Repair Inc. Dear Property Owner: In accordance with Rules and Regulations of the Zoning Board of Appeals, you are hereby notified that an application has been filed on the property abutting yours at 1161 John Fitch Boulevard, South Windsor, CT and is subject to a hearing by the Zoning Board of Appeals. The application and plans are on file with the South Windsor Planning Department. All members of the public are invited to the hearing on Tuesday, October 25, 2016 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. cn erely Manchester Property Group LLC Patrick G. Lyle as its Attorney 32 Wintonbury Avenue ♦ Bloomfield, CT 06002 ♦ plyle@lylelegal.com ♦ www.lylelegalxom Postal L CERTIFIED ! d s • IS' O cDc3DomesticOnly �) u7 m Ln m m Q' ir mm9umVo�� u1 krI',19°ptts •'� CO '�� ro Certified Mail Fee CO ro � $ Extra ices&Fees(d mck bcx,edd fee as eppr n.ate) ❑Return Receipt(hardcopy) $ p C3 O ❑Ret m Receipt(electron(c) $ Postmark 0 r3 []Certified Mail Restricted Delivery $ Here C3 �� 1-3 0 ©Adult Signature Required $ .� C3 • []Adult Signaturo Restricted Delivery$ i E3 r-3 Postage $ tp WEE C3 C3 Total Postage and ees Lr) ul Dfl Sen r3 rl - L O O C3 street an .No., Box No. - lti P- - t m te, `-• o•-s--- - I '\\ ----------------- :�o � r� rye•r• - - co LO 1 SENDER: • •N COMPLETE THIS SECTIONON DELIVERY co ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No P.vt Bi t 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MailTM II ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted. ❑Certified Mail® Delivery 9590 9401 0034 5071 3895 86 0 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Signature ConfirmationT"^ ❑Insured Mail ❑Signature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt i MEMORANDUM To: Michele Lipe, Town Planner From: Jeffrey Doolittle,Town Engineer Date: 10/19/16 �-I-'- RE: Application 16-55P—Manchester Property Group, 1161 John Fitch Blvd Engineering has reviewed the new site plan for the special exception received for the above application and has the following comments: 1. We have observed that a large area of the site that was previously gravel and grass has recently been paved. This paving has not been approved. It may coincide with the areas shown to be paved on the plan that was submitted recently, however this needs to be verified and the plan updated. 2. The impervious area of the site as it now exists needs to be recalc ulated to determine if it meets the regulations. 3. The plan shows several catch basins and a drainage manhole but no information about the connecting pipes or where the water goes from this site. Additional information is needed about the drainage system including the invert elevation of the pipes in and out of the manhole on the south west corner of the property and the TF and invert elevations of the catch basin and inlet and outlet pipes in the south east corner near John Fitch Blvd. The location of the outlets of all pipes from these two structures needs to be located (may be off site) and identified to show the storm water flow direction off this site. Any storm water flow off site should be in piped systems and/or have rights to drain if needed. 4. The design calculations for the 2 grass swales proposed show they were sized for the water quality storm event and for 18,073 sq ft and 6143 sq ft of impervious area. These calculations need to be checked and expanded. The impervious area draining to each swale needs to be checked based on the current site conditions. The drainage calculations need to show pre and post development flows from this site for the 2 yr, 10 yr, 25 yr and 100 yr storms. The post development storm water flows need to be at or lower than the pre development storm water flows from the site for all these storms. Detention may be needed based on these flows. Water quality treatment is needed on this site. Any detention basins or water quality swales should have outlet structures and pipes to convey flow off site in the event of a heavy storm or if any expected infiltration does not work. 5. Provide an operations and maintenance plan for all storm water structures and devices to be used for this site. Please contact me if you have any questions. 1 Oct 20 2016 07:09PM HP Faxlyle Legal 8602420616 page 1 Lyle Legal Services, LLC 32 Wintonbury Avenue,Bloomfield,CT 06002 Fax: (860) 242-0616 Tei:(860) 242-0611 I )r Email:plyie&ylelegal.com � � www.lylelegal.com Fax To: Ms. Michelle Lipe,AICP From: Patrick G. Lyle 4 Fax: (860)644-7280 Pages: Phone: Date: 1 W012016 Re: 1161 John Fitch Boulevard CC: ❑Urgent ❑ For Review ❑Please Comment ❑ Please Reply ❑Please Recycle This transmittal is intended only for the use of the individual or entity named above. It may contain information that is privileged and/or..."confidential under applicable law. If you are not the intended recipient or such recipients employee or agent, you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited. If you have received this communication in error, please immediately notify us at(866) Melaw (595-3529)and return the original transmission to us by mad,without making a copy. We will remit the cost of the postage to you by return mail. Oct 20 2016 07:09PM HP Faxlyle Legal 8602420616 page 2 L'LE LEGAL TO. (860) 242-0611 SERVICES LLC Fax (860)242-0616 Patrick G. Lyle, admitted in CT& MA Attorney at Law October 20, 2016 Michele R. Lipe, AICP Director of Planning Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: 1161 John Fitch Boulevard Mike and Tony Auto Repair, Inc Manchester Property Group, LLC Re: Appl. 16-55P, Manchester Property Group LLC Dear Ms. Lipe: First let me acknowledge that I received both all of your inquiries regarding calls that your office unfortunately received with regards to site concerns. The first call had to do with an abutting owner's concerns that their property was being used to. access the subject property without permission and consent. Immediately following the call, I instructed my client to address the issue. On October 18, 2016, my client met with the abutting owner, apologized in person for the unauthorized use. At that time I became aware that my client had obtained an estimate from a contractor to re-pave the paved portion of the property in the front of the building and immediately to the rear of the building, including potential payment of the remaining portions of the parking lot demarked on the pending site development plan. I also became aware that the contractor had undertaken to re-pave the front of the property, including the curb cut connecting the property to Route 5. I advised my client at that time that no work could commence on the property which was subject to approval by the P&Z before permission was obtained. I asked my client to inquire of the contractor, "The Driveway Guys, LLC" of Norwich, Connecticut, whether they had submitted and obtained a permit to re- pave the existing paving, and the curb cut. My client inquired of the owner of"The Driveway Guys, LLC" whether they had obtained a permit as required for the re-pavement of existing pavement, and my client was advised by the owner of the company that a permit from the State of Connecticut was in hand. I instructed my client that under no circumstance can any contractors commence or undertake any site work 1 .8plllu0- ;2 WirimnNiry Avenue • Rlccmtield. CT 06002 ♦ nlvlerdJvleleaal.com # www.Iyle legal.coin Oct 20 2016 07:09PM HP Faxlyle Legal 8602420616 page 3 that was not previously approved by the Town and evidenced on the approved plans on file dated June 15, 2016 and after. On October 19, 2016, at approximately 3:40 P.M. I received an email letter from your office indicating that a second complaint is on file regarding the pavement of the property prior to P&,Z approval. I had stopped into the office on or about 1:00 P.M. to hand deliver A-2 surveys, and was unaware that there were any issues at that time. Upon receiving your letter, I again contacted my client regarding this issue, and after inspection my client advised me that the paving contractor had undertaken to complete the paving work including the proposed paving as outlined on the September 17, 2016 Site Development Plain. I made contact with your office by telephone this afternoon, to indicate my finding. After speaking with you I ultimately spoke with Joseph Patterson, the owner of the paving contractor. During the conversation it became evident that Mr. Patterson's company which is located in Norwich, and is primarily a residential paving contractor, failed to apprise himself of two important considerations. First, Mr. Patterson, mistakenly relied on proposed plans dated September 17, 2016, on which he based his quotation, to concluded that the plans were "Approved Plans". Secondly, Mr. Patterson, mistakenly believed that applying for a permit from the State of Connecticut to re-pave the curb cut leading from the subject property to Route 5, was sufficient authority for his company to undertake the paving work. These issues arc primary to the secondary issues of the absence of a permit for the paving, and payment of the requisite permit fees. In conclusion, my client retained the contractor, on the information and belief that the contract would proceed with the work after the required permits,and approvals were in hand. The contractor's explanation for proceeding without the permits are unsatisfactory, and my client, as well as the Town should expect that licensed contractors will apprise themselves of all rules and regulations governing the work that they hire themselves out to perform. My client ultimately understands that responsibility for contractors not performing work in accordance with clearly established rules and regulations result in vicarious liability, and we stand ready to address this issue with the Town at the appropriate place and time. It is my understanding that a representative from the Town did speak with Joseph Patterson, and may have confirmed the same information 2 Oct 20 2016 07:09PM HP Faxlyle Legal 8602420616 page 4 that I am relaying to you. Given the seriousness of this issue, and the negative impression that I believe it may convey to the Town regarding my client's approach to rules and regulations, I wish to fully on behalf of my client, take responsibility for what is a gross omission by the contractor. My client has and fully intends to adhere to all rules and regulations imposed with regards to its current and proposed usage of the property. My client did not intend to skirt the process in place, and would not under any circumstances knowingly participate or acquiesce to any of its agents, or employees skirting the process which vests ultimate authority in the P&Z to approve substantial changes or modifications in the usage of private property. I have discussed directly with the contractor where he ran afoul of the process, and he and his company, stand ready to make amends to the Town in any manner that the Town deems necessary. Sincerel Mike and Tony Auto Repair, LLC Manchester Property Group LLC Patrick G. Lyle as their Attorney 3 Mike & Tony Auto Repair, Inc . 1161 John Fitch Boulevard Mike & Tony Auto Repair, Inc . • Property acquired by Manchester Property Group, LLC lessor/owner. • Lessee Mike & Tony Auto Repair, Inc. • Lessee operates a General Repair and Used Car business in Hartford from a three lot complex. • Business grosses in excess of $4M in sales and service annually. Mike & Tony Auto Repair, Inc . • Business focuses on sales and service of "Premium" used cars, trucks and mini-vans that it offers for sale . • Premium sales are cars which do not meet dealers certified pre-owned criteria but are late model Luxury and Mid-value offerings • Average used car sale is $ 121000.00. Mike & Tony Auto Repair, Inc . • Current Used Car Sales Operators are : • G&W Auto ( low volume/low average sale price) • Empire Auto ( low volume/low average sale price) • Route 5 Motors ( low Volume/inactive) • Full Line Auto ( Mid Volume/mid-point average sale price) • Race Gas ( Low volume/low average sale price) Mike & Tony Auto Repair, Inc . Proposed Site Development • Maintain Approved cut lines and parking lot design from June 15, 2015 Special Exception . • Install additional green scape on East Perimeter, North Perimeter and front facing route 5 . • Improve facade of the building to include architectural cladding and signage. • Construct an aesthetically pleasing show room and reception area, along with remodeling office interior. Mike & Tony Auto Repair, Inc . Proposed Development Construct white vinyl fencing to demarcate western boundary. • Pave existing gravel area with asphalt, and expand grass areas along perimeter. • Install LED lighting along building line . A/C and Central Heating, Sprinkler System . Mike & Tony Auto Repair, Inc . Miscellaneous • Current Staff of Seven Full Time Employees • Additions to staff of Four Full Time Employees in First year, along with two seasonal floaters • Synergies with Napa Auto, Auto Wize, Gas Stations and other automobile service business located in South Windsor. • Charitable giving to area charities ( Little League DO NOT SCALE DRAWING.ALL DIMENSIONS SHOWN REQUIRE FIELD VERIFICATION •DRAWING NOT FOR CONSTRUCTION GLAZED OVERHEAD SECTIONAL DOOR •OVERHEAD DOOR CORP,MODEL 521 TOILET V WAITING AREA O C O NEW WINDOW --------- FT.ILET SHOW AR BOX OUT EXISTING PIPING. Y I I 1 3'-0" 9,4i" j CLEAR I Q ( 0 I EdSALE OFFICE Q Z j ® tK';a+'12aGUp6on Cpl/Otar FS /f H �.n j FINANCE OFFICE O ' I NEW STOREFRONT AND L GLASS WALL LENTRRANCE SYSTEM .F CD AND GOOR I i I ' I � NEW WINDOW NEW WINDOW i I APPLICABLE BUILDING CODES: I i 2003 INTERNATIONAL BUILDING CODE,2005 CONNECTICUT SUPPLEMENT t ® 2011 INTERNATIONAL EXISTING BUILDING CODE 2003 INTERNATIONAL RESIDENTIAL CODE,2005 CONNECTICUT SUPPLEMENT 2003 INTERNATIONAL MECHANICAL CODE,2001 CONNECTICUT SUPPLEMENT L------------------------------------------- 2003 INTERNATIONAL PLUMBING CODE,2005 CONNECTICUT SUPPLEMENT 2009 INTERNATIONAL ENERGY CONSERVATION CODE,2013 CONNECTICUT SUPPLEMENT 20011 NFPA70—NATIONAL ELECTRICAL CODE,2013 CONNECTICUT SUPPLEMENT CLASSIFICATION OF WORK USE GROUPS: GROUP'B' ••No change BUILDING AREA(S) OFFICE AREA S.F.(2 FLOORS o1 S r PER FLOOR) "There are no alteratlonsprop—osed for second floor of office area O SERVICE AREA 3,585 S.F. TOTAL 5,795 S.F. OCCUPANCYLOAD: 58 PERSON,ALLOWABLE REQUIRED PLUMBING FACILITY WATER CLOSET 3 FIXTURES REQUIRED LAVATORIES 2 FIXTURES REQU RED DRINKING FOUNTAIN i FIXTURE REQUIRED SERVICE SINK 1FIXTURES TOTAL CONSTRUCTION TYPE: TYPE'IHT UNPROTECTED COMBUSTIBLE FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: STRUCTURAL FRAME OHRS EXTERIOR BEARING WALLS 2 HRS FLOOR 0 HRS ROOF 0 HRS •There are no alterations proposed for exslt/ng structural elements FIRE PROTECTION: NON SPRINKLERED MEANS OF EGRESS: EXIT ACCESS TRAVEL DISTANCE 400 FEET BUILDING ENVELOPE REQUIREMENTS: CLIMATE ZONE 5 MASS WALL,ABOVE GRADE R-11 4 ci(continuous insulation) STOREFRONT SYSTEM U-0.45/SGHC 0.40 SWINGING DOORS U-0.70 ROLL-UP U-0.50 •`There are no alterations proposed for roof,mass floor and mass wall. A.hwl: 1161 JOHN FITCH BLVD BUILDING DDSS RENOVATION DESIGN STUDY "' """'''' 43 Czdadand Court,Cromwell.CT 05416 August 24,2016 I Issued for Client's Review t.860.518.5886,e:ddsslno2gmakL Appl #16-55P, Manchester Property Group Auto Sales PH 10-25-16 Planning Department Report 1. Appl. 16-24P, Route 5 Motor Cars LLC/and s� a Special Exception to Table 4.1.1A to allow for the general repairer' used car license and site plan approval on property located at 1161 John Fitch Boulevard, I zone. The PZC had approved this site earlier this year for a wholesale operation. Since that time, the property has changed hands. 2. Special exception criteria for used car sales in industrial zones includes: • The proposal is consistent with the goals and objectives of the Plan of Conservation and Development. 4c 5 co; • The application has met the requirements of the zoning regulations. • The land is physically suited to the proposed use. " • Minimal, if any, adverse environmental impacts are created. • No traffic or other hazards will be created. • The impacts on the capacity of the present and proposed utilities, street, drainage systems, sidewalks, and other elements of the infrastructure will be minimal. • There will be minimal or no adverse effects on existing uses in the area. • Surrounding property values will be conserved. _ CW- t,� • The character of the neighborhood will be maintained or minimally disrupted. �� Y � c, • The general welfare of the community will be served. • There is a balance between neighborhood acceptance and community needs. • Historic factors are adequately protected; or due consideration to preservation of historic factors has been demonstrated. • The overall physical appearance of the proposed development is compatible with surrounding development and the Commission's goals for the neighborhood/corridor. • The architectural design is aesthetically pleasing and blends well into the surrounding area. The Commission may impose additional conditions in accordance with these regulations in order to ensure that all applicable criteria enumerated above and/or within a particular use category are satisfied. 3. The PZC has approved limited car sales in the industrial zone associated to other car repairs business as well as associated with wholesale operation. 4. This applicant's proposal is to operate a general repairer's business and auto sales. The site plan shows the layout of display vehicles on a paved area. What are the intended hours of operation? The applicant's narrative indicates there will be up to six vehicles for display in the front of the lot. However they have not been shown on the plans. Where will cars waiting to be worked on park as well as employees? 5. How will cars be brought to the site; it does not appear that a car carrier can safe maneuver on this site. 6. Exterior improvements proposed include: paving the parking area; fagade improvements including new windows and doors, additional green spaces, lighting and signage. Interior renovations include upgrading the showroom and offices. The majority of the outside area for the cars will be screened by existing fencing that will be slatted as well as the existing barn that exists along the Glendale Road frontage. 7. My understanding is there is additional exterior lighting proposed. We would need information related to the location, type of lighting and lightings level to evaluate for compliance with zoning requirements. 8. Proposed impervious coverage is 65%; 65% is allowed. Staff has worked with the previous applicant to introduce some water quality measures on the site and to differentiate between the green space area and the graveled parking areas. The town engineer will have some additional comments on the drainage. 9. Based on the uses on the/ site the number of parking spaces required are 12; 12 spaces have been shown. The site is served by public water and sewer. WPCA approval is not required as there are no inside drains. 10.With this request, the applicant is seeking approval for a used car dealer's license which is issued from the DMV. It was recently brought to my attention that in the past legislation session, the law was changed again and now all DMV licensing is to be handled with an application to the ZBA. If this application is approved, the Planning Dept requests the dumpster be placed out of the setback, the site plan reflect the display areas in the front parking lot and clarify the parking for employees and customers, provide a lighting plan and remove additional parking shown in the grassed areas (on the engineer plan). Page 1 of 2 , r�. Lipe, Michele From: Patrick Lyle [plyle21 @gmail.com] Sent: Thursday, November 10, 2016 10:31 AM To: Lipe, Michele Subject: 1161 John Fitch Boulevard Attachments: 015-2016 site plan revision.pdf; Model Interior.pdf; re1161johnfitchboulevardmikeandtony (1).zip; Site Calc 3 (1) Photometric.pdf Good Morning Ms. Lipe, Please find enclosed the revised site plan, photometric and proposed drawings for signage and interior redesign of the first floor. I was able to determine that the catch basins located on the property all flow into the Manhole loacated on the South West corner of the property and directly into the Edwn Road waste water system. Storm Water from the Edwin Road system flows into a municipal storage ditch located north of the property , on Glendale Road. The plans detailing the water system are set out on the Site plan for 1145 John Fitch a ` Boulevard November 19, 2008 and Plan and Profile Property of Joseph Vinick from November 14, �� 1968. \f� As indicated on the site plan,the paving company failed to follow the design which would have diverted a significant portion of the storm water away from the catchment systems and into two grass swales located on the South west corner of the property and the north west corners respectively. In addition, the pitch calculations which were contained on the site plan were not followed in the rear 1/3 portion of the paved section of the property beginning immediately to the rear of the existing building. New elevations of the property were taken and I should have the revised calculations prior to the meeting. As a result of these deviations the paving company created a bowl around the catch basin located in the center rear of the building and diverted the storm water towards catch basin.-As a result no storm water from the property will be diverted onto any adjacent properties. In the event that this deviation can be accepted by the Town it is my hope that we can proceed with an evaluation of the other issues raised during the meeting. The new site plan aso details the proposed entrance way on Glendale Road, and the proposal to put down a gravel parking area to accomodate service and employee parking to the rear of the property. This revision is in response to a query from the Committee regarding access to the property of large vehicles (car carriers) from Route 5 and safety issues presented thereby. The proposal to address the change however would require a variance x.green space as the property would be below the minimum green space requirements. dunUE�,, ,► i � d; ;, ,,(,( r .� t v In the event the Town'has concerns regarding the storm water issues presented by the current site situation,there appear to be possibly options for remedy. ' Option 1: Repave the existing 1/3 rear portion of the property and divert the water flow as indicated on the plans. i Option 2: Cut the pavement and create a pave trench along the rear eastern portion of the building running westerly and then southerly in order divert Istorm water into the South west swale and southern grass strip of the property. ' 11/10/2016 Page 2 of 2 It was my intention to meet this morning to discuss these and other suggestions with you personally but unfortunately I just finished a lengthy trial and could not get my notes and thoughts together prior to the meeting. I am in the office all day, and subject to your availability can come in to discuss at your convenience. Very truly yours, Patrick G. Lyle 11/10/2016 DO NOT SCALE DRAWING.ALL DIMENSIONS SHOWN REQUIRE FIELD VERIFICATION `DRAWING NOT FOR CONSTRUCTION GLAZED OVERHEAD SECTIONAL DOOR 'OVERHEAD DOOR CORP,MODEL 521 .......... TOILET #T� WAITING AREA NEWWINDOW --------- 0BOX OUT EXISTINGPIPING. TOILET `t AR a I O 0 w I � � I 9 I SALE OFFICE � mQ b2 I •1 � FINANCE OFFICE I � I I w I �=ND GLASS WALL I - AND GOOR I I I 1 I I NEW WINDOW NEW WINDOW I 1 APPLICABLE BUILDING CODES: 2003 INTERNATIONAL BUILDING CODE,2005 CONNECTICUT SUPPLEMENT 2003 INTERNATIONAL EXISTING BUILDING CODE • 2003 INTERNATIONAL RESIDENTIAL CODE,2005 CONNECTICUT SUPPLEMENT 2003 INTERNATIONAL MECHANICAL CODE,2005 CONNECTICUT SUPPLEMENT ------------------------------------------- 2003 INTERNATIONAL PLUMBING CODE,2005 CONNECTICUT SUPPLEMENT 2009 INTERNATIONAL ENERGY CONSERVATION CODE,2013 CONNECTICUT SUPPLEMENT 20011 NFPA 70—NATIONAL ELECTRICAL CODE,2013 CONNECTICUT SUPPLEMENT CLASSIFICATION OF WORK _ USE GROUPS: GROUP'B' "No change BUILDING AREA(S) OFFICE AREA 2,210 S.F.(2 FLOORS Q1,105 S.F.PER FLOOR) ,vxx- "There are no aharatlons proposed for second floor of offka area j.. SERVICE AREA 3,585 S.F. TOTAL 5,795 S.F. OCCUPANCY LOAD: 58 PERSON,ALLOWABLE REQUIRED PLUMBING FACILITY WATER CLOSET 3 FIXTURES REQUIRED LAVATORIES 2 FIXTURES REQUIRED DRINKING FOUNTAIN 1 FIXTURE REQUIRED SERVICE SINK 1 FIXTURES TOTAL CONSTRUCTION TYPE: TYPEIII-B'UNPROTECTED COMBUSTIBLE FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: STRUCTURAL FRAME 0HRS EXTERIOR BEARING WALLS 2 HRS FLOOR OHRS ROOF OHRS "There are no alterations proposed for axs1dog shacmrol elements FIRE PROTECTION: NON SPRINKLERED MEANS OF EGRESS: EXIT ACCESS TRAVEL DISTANCE 400 FEET BUILDING ENVELOPE REQUIREMENTS: CLIMATE ZONE 5 MASS WALL,ABOVE GRADE R-11.4 ci(continuous insulation) STOREFRONT SYSTEM U-0.45I SGHC 0.40 SWINGINGDOORS U-0.70 ROLL-UP U-0.50 "There are no alterations proposed mrroof,mass near and mass wall. NCAiech 1161 JOHN FITCH BLVD BUILDING DDSS RENOVATION DESIGN STUDY ArCNtecture(F3eRR1ng;lore or oes en 43 Cedadata GoarL Cra,%ak Cr 0",J$ e8d0STS.SB88,aademe Aancam August 24,2016 1 Issued for Client's Review 4 3 2 1 TERMS & CONDITIONS FOR STOCK POLES: WILL SHIP IN 2 WEEKS OR LESS IF ORDER MEETS FOLLOWING CRITERIA: D ✓ QUANTITY OF 19 POLES OR LESS ✓ DARK BRONZE POWDER COAT FINISH D ✓ STANDARD T2 TENON -OR- DRILLED TOP WITH TENONS- BRACKETS OPTIONS INCLUDE PTA PIB-2 SB-19 PfB-3 SB-2180 SMB-2 C C F19**4t** SB-2180 B B PTA-XSQ-T2 PTB-2 PTB-3 SMB-2 PTA-XSQ-DXX (SltgFTSI2EJ SSSQ. (S wra2TJ SSSQ.•DL 04 W 0R 04 UNIVERSAL TENON MOUNT UNIVERSAL DRILL MOUNT DRAWN: L.GRUNIS 12/7/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WIND INDUCED A 180' w� VIBRATIONS CAUSING A FATIGUE'PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING CHECKED DESTRUCTIVE LIGHTING POLE VIBRATION.THESE CONDITIONS ARE UNIQUE AND CANNOT BE GUARANTEED A U N I T E D 23171 Groesbeck Hwy. AGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER. REVISION: DATE: (� Y 270' 90' APPROVED: L I U H T I N Warren,MI 48089 ��' TERMS&CONDITIONS FOR STOCK POLES QUOTE: P:(586)774-5650 F:(586)774-5706 CATALOG: 0' S.o.re STANDARDS www.unffedrighfingstandards.com HOLE REF: SCALE:NONE APWM oo +r DWG No: RPSQ-20-4-11 SIZE: C SHEET 2.OF 4 f 3 2 1 4 3 2 1 1 POLE SPECIFICATIONS REMOVABLE CAP NO. COMPONENT I ASTM DESIGNATION MIN.YIELD P.S.I) 1. POLE SHAFT A-500 GR.B 46, 0 2. BASE PLATE A361 36,000 3. ANCHOR BOLTS F1554 GR.55 55,000 DRILLED PER FIXTURE REQUIREMENTS: 4. GALVANIZED HARDWARE I A153 Dl-DRILLED FOR 1 FIXTURE FINISH SPECIFICATIONS D2-DRILLED FOR 2 FIXTURES AT 901&180° POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. D D3-DRILLED FOR 3 FD(TURES POLE DIMENSIONS D D4-DRILLED FOR 4 FD(TURES POLE HGT(FT.) TOP SQ.SIZE IN. BOT.SQ.SIZE IN.) 1 GAGE MTG.HGT.(FT.) 20' 4.00 4.00 11 GAGE 20' BASE PLATE DIMENSIONS BOLT CIRCLE IN. BASE PLATE DIM. IN. BOLT HOLE(IN.) PLATE THK.(IN.) POLE SHAFT 8.00-9.00 8.00 SQ 1.00 .75 ANCHOR BOLT DIMENSIONS DRILL MOUNT OPTIONS ANCHOR BOLTDIA. IN. ANC BOLT L NGTH IN. TENON MOUNT OPTIONS: ALLOWABLE WIND LOADING(SQ.FT.) T2-02.38 OD X 4.00 LG WIND* INDICATED EPA 80 MPH 90 MPH 100 MPH 120 MPH T2.5-02.88 OD X 4.00 LG EPA 9.0 7.3 5.9 4.2 T3-03.00 OD X 5.00 LG *WITH 1.3 GUST FACTOR T4-04.00 OD X 6.00 LG .25 THK.TENON MOUNT POLE SHAFT TENON MOUNT OPTIONS C 0.75 9 POLE 3.00 X 5.00 HAND HOLE COVER HEIGHT 8.00 SQ. i 17.00 3.00 X 5.00 REMOVABLE HAND HOLE ABS COVER B W/COVER / B I1 08.00-09.00 BOLT CIRCLE 14.00 � 3.00 0.75 X 20.00 ANCHOR BOLT POLE DETAIL 8.00 X 8.00 X .75 THK. BASE PLATE DRAWN: L.GRUNIS 12/7/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WIND INDUCED A 180° VIBRATIONS CAUSING A FATIGUE PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING CHECKED DESTRUCTIVE LIGHTING POLE VIBRATION.THESE CONDITIONS ARE UNIQUE AND CANNOT BE GUARANTEED A REVISION: DATE: U N I T E D 23171 Groesbeck Hwy. TITLAGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER. 270° 90° APPROVED: LIGHTING warren'MI 48089E` QUOTE: P:(586)774-5650 F:(586)774-5706 0° S.O.# STANDARDS . www.unitedlighffnoandards.com CATALOG: HAND HOLE REF: SCALE:NONE „DWM OW~ DWG N0: RPSQ-20-4-11 SIZE: C ISHEET 1 of 2 4 1 3 2 1 1 ONE SHOHAM ROAD EAST WINDSOR, CT 06088 PHONE: (860)623-0569 FAX: (860)623-2485 B&IM RECEIVED JAN 0 9 2017 To: Michele Lipe,Town Planner From: Timothy Coon,P.E. SOUTH WINDSOR PLANNING DEPT. Date: 01-04-17 Re: Drainage at 1161 John Fitch Boulevard Mike and Tony's Auto Repairs, LLC is proposing the re-development of the site at 1161 John Fitch Boulevard in South Windsor. The site is approximately 1.65 acres in size and currently improved with a 4,800 square foot building (footprint) most recently occupied by a fitness center and a barn. Previously, the site was utilized for automotive use and the Atlantic Fence Company. The site is currently equipped with an on-site stormwater collection and conveyance system comprised of a series of catch basins and piping. One catch basin is located in the southeast corner of the site and collects runoff from the paved area to the east of the building. Two additional catch basins are located in the western portion of the site which has historically had a gravel surface. In addition,one of the western catch basins is connected via an 8-inch pipe to the stormwater collection system on the adjacent property at 1179 John Fitch Boulevard. Thus,a portion of the runoff from that site is also conveyed through the on-site system. The on-site system leaves the property via a pipe at the southwest corner of the property, where it ties into the downgradient system serving other properties within the area. Review of 2005 and 2009 aerial photographs of the site on the South Windsor GIS website (attached) reveal that in excess of 80%of the site was historically covered with impervious area(buildings,pavement and gravel). The current plan calls for the reduction in impervious area to 65% which is the maximum coverage allowed by the current zoning regulations. This reduction in impervious area is anticipated to result in a reduction in the peak rate and volume of runoff that leaves the site. In addition to the reduction in runoff resulting from the reduction in impervious coverage, the re- development plans include the installation of a new subsurface infiltration system. The subsurface system will be constructed in the southwestern portion of the site. It will be connected to the incoming pipe from the catch basin in the southeast corner of the site and the drain manhole. All of the initial runoff from the on-site drainage system will be diverted to the sub-surface infiltration system by the construction of a weir within the existing drain manhole. Larger storms will over the weir and out the existing outlet pipe from the manhole. The contributing area to the system is approximately 2.11 acres, including approximately 0.47 acres of the adjacent property at 1179 John Fitch Boulevard. The infiltration system will consist of 14 Stormtech SC-740 chambers. Based on test pits and infiltration test data obtained from prior plans by Trinkaus Engineering, the underlying soils at the site consist of well drained fine to medium sand with an infiltration rate of approximately 12 inches per hour. For the purpose of the design, a more conservative infiltration rate of 4 inches per hour was used. Using this rate,the system was sized to completely infiltrate the runoff from up to a 1-inch, 24-hour rainfall event, which includes over 90% of the average annual rainfall events.The HydroCAD calculations verifying the sizing of the infiltration system are attached. In conclusion, the reduction in impervious area and the addition of the subsurface infiltration system will help to mitigate both runoff quality and quantity prior to discharge. If you have any questions or require further information,please call. Print Map Page 1 of 1 Town of South Windsor w N 6 � SegC Geographic Information System (GIS) �W Z�n57 y �SOR•C�� Date Printed: 12/28/2016 3. NT W. 0. tQD y t -+. � v G�'�sr� � " €'fie"�'� �';•X� t ? pi e .A . fr 4 .Q S � •`Y S � r 1 ' f r, 1V MAP DISCLAIMER-NOTICE OF LIABILITY Approximate Scale:1 inch=100 feet This map is for assessment purposes only.It is not for legal W E description or conveyances.All information is subject to verification by 0 100 any user.The Town of South Windsor and its mapping contractors assume no legal responsibility for the information contained herein. Feet S http://southwindsor.mapxpress.net/ags_map/printmap.asp?extentYmin=865495.84989081... 12/28/2016 Print Map Page 1 of 1 Town of South Windsor . are 4�WN SegC Geographic Information System (GIS) q Date Printed:12/28/2016 Rtj - <c V w- a c a N MAP DISCLAIMER-NOTICE OF LIABILITY Approximate Scale:1 inch=100 feet This map is for assessment purposes only.It is not for legal W E description or conveyances.All information is subject to verification by 100 any user.The Town of South Windsor and its mapping contractors Feet assume no legal responsibility for the information contained herein. S http://southwindsor.mapxpress.net/ags_map/printmap.asp?extentYmin=865495.84989081... 12/28/2016 is.Asl Subsurface Infiltration Contributing Area Subeat\ Reach' on LItI�C Routing Diagram for 2016-127 John Fitch Blvd-2 / Prepared by Microsoft, Printed 1/4/2017 HydroCAD®10.00-18 s/n 02386 0 2016 HydroCAD Software Solutions LLC Post Development 2016-127 John Fitch Blvd-2 Type 111 24-hr Rainfall=1.00" Prepared by Microsoft Printed 1/4/2017 HydroCAD® 10.00-18 s/n 02386 ©2016 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: Contributing Area Runoff = 0.95 cfs @ 12.15 hrs, Volume= 0.079 af, Depth= 0.45" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 2.00-48.00 hrs, dt= 0.05 hrs Type III 24-hr Rainfall=1.00" Area (ac) CN Description 1.490 98 Impervious 0.620 80 >75% Grass cover, Good, HSG D 2.110 93 Weighted Average 0.620 29.38% Pervious Area 1.490 70.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Pond SI: Subsurface Infiltration Inflow Area = 2.110 ac, 70.62% Impervious, Inflow Depth = 0.45" Inflow = 0.95 cfs @ 12.15 hrs, Volume= 0.079 of Outflow = 0.14 cfs @ 12.95 hrs, Volume= 0.084 af, Atten= 86%, Lag= 48.0 min Discarded = 0.14 cfs @ 12.95 hrs, Volume= 0.084 of Primary = 0.00 cfs @ 2.00 hrs, Volume= 0.000 of Routing by Sim-Route method, Time Span= 2.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 68.96' @ 12.95 hrs Surf.Area= 646 sf Storage= 1,293 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 114.7 min ( 959.3 - 844.6 ) Volume Invert Avail.Storage Storage Description #1A 65.60' 647 cf 6.25'W x 103.30'L x 3.50'H Field A 2,260 cf Overall - 643 cf Embedded = 1,616 cf x 40.0% Voids #2A 66.10' 643 cf ADS_StormTech SC-740 +Cap x 14 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap #3 65.40' 64 cf Custom Stage Data Listed below-Impervious 1,354 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Inc.Store Cum.Store (feet) (cubic-feet) (cubic-feet) 65.40 0 0 66.40 13 13 67.40 13 26 70.40 25 51 71.40 13 64 4 Post Development 2016-127 John Fitch Blvd-2 Type 11124-hr Rainfall=1.00" Prepared by Microsoft Printed 1/4/2017 HydroCADO 10.00-18 s/n 02386 ©2016 HydroCAD Software Solutions LLC Page 3 Device Routing Invert Outlet Devices #1 Discarded 65.60' 4.000 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 63.00' #2 Primary 69.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 4.2' Crest Height Discarded OutFlow Max=0.14 cfs @ 12.95 hrs HW=68.96' (Free Discharge) L1=Exfiltration ( Controls 0.14 cfs) Primary OutFlow Max=0.00 cfs @ 2.00 hrs HW=65.40' (Free Discharge) L2=Sharp-Crested Rectangular Weir (Controls 0.00 cfs) LETTER OF TRANSMITTAL RUSSO rAT!TM SURVEYORS•ENGINEERS IMA, JOB NO. ZO l Z`7 i Shoham Rd-East!-'Vindsor,CT 06086 CT: (860) 623-0569 RE: MA: (413) 785-1158 P D TO 50�, Lk),� s ?k .vAv,,v« r\) Pt, 11(o t WE ARE SENDING YOU Attached ❑ Under separate cover Via M the following items- ❑ Cover Letter Nf Paper Prints ❑ Mylars ❑ Specifications ❑ Report ❑ Other COPIES DATE SHEET NO. DESCRIPTION THESE ARE TRANSMITTED (as checked below): eFor approval ❑ For your use ❑ For review and comment ❑ As requested ❑ For signature ❑ For your records ❑ Returned after loan to us ❑ Forbids due REMARKS: R�G �NpS� SENT BY: l tv�l Cip Page 1 of 1 T RUSSO SURVEYORS-ENGINEERS January 6, 2017 Jeff Doolittle Town Engineer RECEIVED 1340 Sullivan Avenue South Windsor, CT 06074 ,BAN 0 9 2017 Re: Mike and Tony's Auto Repairs, LLC SOUTH WINDSOR PLANNING DEPT. 1161 John Fitch Boulevard Dear Jeff, Per your request I am providing this letter as documentation that the proposed improvements associated with the redevelopment of 1161 John Fitch Boulevard as Mike and Tony's Auto Repair will not result in an increase in the peak rate of runoff from the site. As discussed in the Drainage Memo from our office dated January 4, 2017, the contributing area to the discharge from the on-site drainage system includes approximately 2.11 acres, which includes approximately 0.47 acres of land from the adjacent parcel at 1179 John Fitch Boulevard. Based on the 2005 and 2009 aerial photographs, it is estimated that the site at those times contained approximately 80 percent impervious coverage. The proposed development will result in the reduction of impervious area to 65 percent coverage in accordance with the Zoning regulations. In order to demonstrate that the development will not increase the peak discharge from the site, the peak discharge for the pre and post development conditions are calculated below using the Rationale Method: Q =CxIxA where Q =peak rate of runoff in cubic feet per second (cfs) C =runoff coefficient I =rainfall intensity in inches per hour(in/hr) A=contributing area in acres (Ac) Calculations were performed for the 10-year, 25-year and 100-year design storms. Based on a time of concentration of 10 minutes, the rainfall intensities (I) for these design storms are 4.8, 5.5, and 6.5 in/hr according to the CONNDOT Drainage Manual. The runoff coefficients (C) used for impervious and pervious area is 0.9 and 0.25, respectively. Based on the percentage of impervious coverage on site and the fact that all of the contributing area on the adjacent parcel is impervious, .the contributing area (A) can be broken down as follows for the pre- and post development conditions: PRE: Impervious area=0.80 x 1.64 Ac+ 0.47 Ac= 1.782 acres Pervious area= 0.2 x 1.64 Ac = 0.328 acres 1 Shoham Rd.East Windsor,CT06088-www.irrusso.corn CT860.623.0569.MA 413.785.1158 SERVING C:ONNECTICUT & MASSACHUSETTS POST: Impervious area=0.65 x 1.64 Ac+0.47 Ac= 1.536 acres Pervious area=0.35 x 1.64 Ac= 0.574 acres The corresponding composite runoff coefficients (C-values) can are then calculated as follows: PRE: C = (1.782 Ac x 0.9) + (0.328 Ac x 0.25)] /2.11 Ac. =0.80 POST: C =(1.536 Ac x 0.9)+ (0.574 Ac x 0.25)] /2.11 Ac. =0.72 Plugging the runoff coefficients, rainfall intensity and contributing area into the Manning Equation for each design storm provides the peak discharge from the on-site drainage system for each design storm. These quantities for the pre- and post development conditions are summarized in the table below: SUMMARY OF PRE&POST PEAK DISCHARGE 10-year 25-year 100-year Pre Post Pre Post Pre Post Runoff 0.80 0.72 0.80 0.72 0.80 0.72 Coefficient(C) Intensity (I: in/hr) 4.8 4.8 5.5 5.5 6.5 6.5 Contributing Area 2.11 2.11 2.11 2.11 2.11 2.11 (A: acres) Peak Discharge 8.10 7.3 9.3 8.4 11.0 9.9 (Q: cfs) As shown in the summary table, the proposed development is anticipated to result in a reduction in the peak discharge from the site. It should be noted that these calculations are conservative as the effects of the proposed infiltration system are ignored. This infiltration system is anticipated to further reduce the runoff from the site. I hope that this letter addresses your concerns. If there are any questions, or you require further information,please call our office at(860) 623-0569. Sincerely, Timothy A. Coon, P.E. J.R. Russo &Associates,LLC cc: Patrick Lyle Page 2 of 2 4ONN Sf4 OD F /�C�rZlff'L V/ �t7tGU2 C ,.7 U 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 r�OSOR-CO TELEPHONE 860_) 644-2511 CERTIFIED MAI 7U11 1570 0000 6337 2324 January 12, 2017 Manchester Property Group, LLC - C/o Attorney Patrick Lyle 32 Wintonbury Avenue Bloomfield, CT 06002 Dear Attorney Lyle: Re: Appl. 16-55P,Manchester Property Group, LLC dba Mike& Tony Auto Repair Special Exception and Site Plan Approval, 1161 John Fitch Boulevard We are pleased to advise you that the Planning & Zoning Commission voted on January 10, 2017 to approve with modifications the above referenced application for a Special Exception to Table 4.L l A and Site Plan Approval. This approval is to allow for general repairs and retail sale of vehicles and site plan approval for Mike & Tony Auto Repair Inc., on property located at 1161 John Fitch Boulevard, I Zone as shown on plans prepared by J. R. Russo &Associates, LLC, dated January 4,2017 as revised. This approval is subject to the following modifications: 1. This approval is for the display of 73 automobiles. 2. Prior to commencement of any site work, a meeting must be held with Town Staff. 3. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 4. A landscape bond in the amount of$5,000 is required and must be submitted irior 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. Hours of operation are Monday - Friday 8 a.m. to 6 p.m., Saturday 8 a.m.to 4 p.m. and Sunday 12 to 3 p.m. 13. Operation and maintenance plan for the drainage system shall be added to the plans. A black and white transparent mylar of Sheet 2 with the above modifications, together with three blueprint copies of the entire set of plans as revised must be submitted to this Commission. The letter of approval of this Commission must be reproduced on the mylars. After the mylar has been signed by the Commission, it will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, C� Gary Bazzano, Chairman Planning and Zoning Commission Enclosure GB/llz cc: Town Engineer Fire Marshal The Special Exception will take effect upon filing of this form. I, Gary Bazzano, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 10, 2017 the Planning and Zoning Commission granted to Manchester Property Group, LLC a Special Exception to Table 4.1.1A of the Zoning Regulations for general repairs and retail sale of vehicles and site plan approval for Mike & Tony Auto Repair Inc. on property located at 1161 John Fitch Boulevard, I Zone as shown on plans prepared by the J. R. Russo &Associates, dated January 4, 2017 as revised. This approval is subject to the following modifications: 1. This approval is for the display of 73 automobiles. 2. Prior to commencement of any site work, a meeting must be held with Town Staff. 3. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 4. A landscape bond in the amount of$5,000 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. Hours-of operation are Monday -Friday 8 a.m. to 6 p.m., Saturday 8 a.m. to 4 p.m. and Sunday 12 to 3 p.m. 13. Operation and maintenance plan for the drainage system shall be added to the plans. GIS Pin 47701161 Property Description: A certain place or parcel of land,together with all improvements thereon,located In the Town of South Windsor, County of Dartford and State of Connecticut,aornmenaing at a point in the westerly line of US Routs 5 marked by a merestone,which point marks the northeasterly corner of the lard now or formerly of Richard Mellon and which point marks the southeasterly corner of the premises herein conveyed;thence running in a westerly direction N640 35'30 "tilt along land now or formerly of said Richard Mellen, a distance 325.51 feet to a point;thence running in a northerly direction NIV40'36"E, along land now or formerly of Joseph Campanelli,a distance of 344.44 feet to a rnerestone in the southerly tine of Glendale Road,thence running in an easterly direction 8640IV401"E, along the southerly ling of Glendale Road, a distance of 125 feet to a point marked by an iron pipe marking the northwesterly corner of land now or formerly of Eva Maria Montano; thence running in a southerly direction SIG041'40"W along land now or formerly of said Eva Marie Montano, a distance of'199.84 feet to a point Marked by a marestone;tbence running in an easterly direction $66" 09'25"E along land now or formerly of Eva Maria Montano,a distance of 199.95 feet to a point marked by a merestone in the westerly line of US Route 5, thence running in a southerly direction S16038'251'W,along the westerly line of US Route 5,a distance 148.05 feet to the point or place of beginning, OWNER OF RECORD: Manchester Property Group, LLC Dated at South Windsor, Connecticut this 12t'day of January 2017. In accordance with CGS Section 8-3d w l � Chairm ary Bazzano, P1 in g&Zoning Commission Received for record this day of ,200 at South Windsor, Connecticut ATTEST: ,SOW a u T-au� ap s-ate ?d w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 l�OSox-co�� TELEPHONE(860) 644-2511 May 31, 2017 C & C Excavating LLC Michael Camarota 30 Bluehills Drive Guilford, CT 06437 Dear Mr. Camarota: Re: Preconstruction Meeting for Appl. 16-55P, Manchester Property Group dba Mike & Tony Auto Repair Inc., 1161 John Fitch Boulevard IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lie SW Planning michele.li e southwindsor.or 644-2511 x252 Jeffrey Folger SW Planning ieffre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering 'effre .doolittle southwindsor.or 644-2511 x245 Bernie Drabek SW Engineering bernard.drabek southwindsor.or 644-2511 x241 Vincent Stetson SW Town Garage vincent.stetson@southwindsor.org 860-648-6366 Michael Camarota C&C Excavating vtfarm5naol.com 203-868-2389 LLC Michael Camarota, Sr. C&C Excavating 203-868-2389 LLC 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 during construction. 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 860-644-251 l 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 John Fitch Boulevard and Glendale Road. Calcium chloride or water is to be used for dust control as required. Public Works 1. 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 Glendale Road or John Fitch Boulevard 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. A Street Permit is needed to establish the entrance off Glendale Road. 4. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 5. 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. 6. An as built plan will be required for the improvements to the site. A separate as built plan will be required. 7. 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. 8. 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. 9. Any problems and/or questions regarding construction of this project will be directed to Mike Camarota in the field at cell phone 203-868-2389. 10. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 11. Job meetings will be held as needed, and can be called by the developer or Town. 12. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 13.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. 14.Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 15. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 16. 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. 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. Mylar to go on file prior and landscape bond is required to be filed. 3. Sign permits are required for all temporary and permanent signs. Utilities 1. Contact utilities for coordination of utilities connection. 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 yours, Michele R. Lipe,AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Michael Gantick, Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers, Fire Marshal Attorney Patrick Lyle PRECONSTRUCTION MEETING SIGN -IN SHEET (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE