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HomeMy WebLinkAboutSite Plan of Development (56) • TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application No: f�' 1 �� _ 1 � r, a' - Official Receipt Date: Receipt No: t 11 Gerber Scientific Inc . f c APPLICANT: ADDRESS: 83 Gerber Road West , South Windsor , CT 06�ttav'A',"O OWNER OF RECORD ON LAND RECORDS: Same as above ADDRESS: COMPLETE LOCATION OF PROPERTY: 83 Gerber Road West , South Windsor , CT 06074 ASSESSOR'S MAP # PARCEL # ZONE—industrial NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Guy Mitchell , Fuss & O ' Neill , Inc . , 146 Hartford Rd . , Manchester , CT 06040 Phone : 860-646-2469 Fax : 860-643-6313 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to JPublic Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) Site Plan of Development [� General Plan of Development ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) Regulation Amendment: ❑ Zoning Subdivision (Attach proposed amendment) Temporary and Conditional Permit for Major Home Occupation for ❑ Other (explain in detail) An 1-pl licatir:n Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. plicant erty weer (See reverse side for additional info ation) TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Gerber Scientific PROJECT NAME Conference Center This checklist must be signed by plan preparer (P.E.JL.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. X 1. On each sheet for plans or maps, title block with the following information: X a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 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. X a. Data block which gives needed zoning information such as percentage of Tot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Outline of buildings. X c. Layout of streets. X d. Surrounding property boundaries-within 500 feet. X e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. eA - N g, Driveway cuts on abutting properties and any properties across from proposed site. X h. Distance to and name of nearest intersection street. X 3. Architectural Elevations: See attached checklist for Architecture and Design Review. X 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: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. N/A !, Proposed streets and street lines with center line station, curve data, and parking spaces. X c. Building lines in accordance with zoning regulations. X d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). X e. Easements, noting grantors, grantees, and purpose. X f. Names of abutting property owners. N/A 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. X h, All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. X S. 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: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. X c. Existing and proposed sanitary sewers. X d. Existing and proposed water and-all existing utilities. N/A e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. X 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. X g . Regulated wetlands and 100-year floodplain or note that none are present. -X h. Proposed storm drainage system, showing all catch basins, endwalis, 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. N/A L Connections of all springs into proposed storm drainage system as needed. N/A j. Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 &T-2 Certification; P.E & L.S. Seals. X 6. Landscaping plan: X 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. N1A 8. Traffic Report: N/A 9. 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: N/A a. Layout of streets in sections coordinated by stations with the profile. N/A 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. N/A c. Sight line at driveway &street intersections. N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A 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. � - s 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. 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. 'A 10. 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. 11. 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. PARER (P.E. S.) r DATE 1998 Sent b'j:SO UT-4 IJINDSLR Feb-1 3am from 200 644 7230-�35? 545 55. ,, �a9 _ i GERBER SITE PLAN PL.A 1111,E G COTIVEMENTS Key Map 1. Driveway cuts on surrounding properties must be shrntiz7 Zoning data table 1. Lmvervious coverage shoulw be given for the lots (maximum allowed is 65o Parking formula(broken do-.tin by uses) should be sho-vm on the plan.,. 3. Buffer requirements of 10.1 must be addressed GENERAL COI EMENTS Applicant may want to install a second row of pine trees behind the existing ones within the buffer along Kelly Road, The existing ones are at the stage of maturity where they will Stan becoming less effeedve with Lr m=ing and attrition. Planting a new set of small pine trees now will ensure that there will still be a viable buffer in that area when the cxiAing trees are no longer there. 'WWA CO';'.4�VIENTS 1. WPCA approval is required. 2. Please provide the estimated and peak flows from the conference center, BUILDING EP_ARTMENT C;OMMEN 1'S 1. Parking areas must have 13 accessible spaces with two van spaces included in this count. The proposed handicap spaces do not conform to the requirements for shared spaces. Post-it'Fax Note 7671 Date pages► 70 Fr W. Co./Oept. Co. Phone a Phone c Fax ?�b� Fax1 PREPARED DATE CHECKED DATE PROJECT NO. O DO Fuss&O'Neill Inc. Consulting Engineers BY INir BY SHEET NO. of c9{0.t T3 7 - to (J Zv .Z- Z.oS.0 0t..-r r�`c! FO-#110 -6b- * (.J _ INLET STATION AND OFFSET ri n� TIME TO INLET w — W LA AREA IN ACRES N � O -! �" a W ` wN �,g .4 RUNOFF COEFFICIENT a AI a� SUM OF Al • ;_ '� ,� t ® �, ,I TOTAL AI r r w RAINFALL INTENSITY O co Q TO INLET S p GRADE OF GUTTER '7a _ b ^' F _ CROSS SLOPE 4 s -� '; z � � _ OF SHOULDER DEPTH OF FLOW AT GUTTER ;c s kill IT- - WIDTH OF FLOW w Q BYPASSING INLET AIBYPASSING INLET s •Y _ AI ENTERING IVt3 i. CATCH BASIN oN 133HS AS 03>103H0 ` "14 133HIS 31d0 A8 03NOIS3 1 M' ld �'Z W2J0� SISAIVNV MOIJ a3iinE) 80SONIM HinoS A0 NMO-L PREPARED DATE CHECKED DATE PROJECT NO. Fuss&O'Neill Inc. Consulting Engineers .yB BY 3 HI I A !0 t3' QQ r .E of ET O. oe 17 ,.'A® FO-#110 O l l# O.J 5 >°r Zvi 1 d S1'b io r 'I a o u1 �'., t �i',.`a`�'..�f x ia,�•� � t s�:o�:°f. ..��`. A*A,.40 ► �. 1 Z %I'uqy p % s y ► -� `-tom l4 J jo ON 19HHS lb 1. 'z)Uj Ia ssn c 1 'ka r Ag it. u,o cofrr- IDRfOlid givci C19NDRHD RIVCI GgUVdgHd PREPARED DATE CHECKED DATE PROJECT NO. Q Fuss&O'Neill Inc. Con,ulti g Engineers BY ys BY q SHEET NO. of 414 - �� Li FO-# 110 TOWN OF SOUTH WINDSOR STORM SEWER SYSTEM DESIGN FORM 2.2 PROJECT �Le4l- SIGNED BY DATE 0&Q�ER- )A, 6 1-31 -q3 STREET FIRM CHECKED BY SHEET No ,u, O � r Z13IVMOV31-1 AliDVdVD "tend N N N �' M Jl l I D 0'13 3 J V Zd 3 n V aloll 3d01S 3dld d0 HION3n M T M j. ni O r' r1 yo r W31SAS NI 0 m 1=� b� ' r r Q M Jl11SN31Nl '1lVdNiV8 ti f� �� �.: 10 4 10431SAS NI , rJ III ri IV d 0 W n S NISVB H0lV3 � _� O � I ON1831N3 IV S J 31AIIi 031V-Inwnood ° . ° 3did NI 31AI11 13lN1 0131AI11 c4 f> v 1 N 3 W J 3 S 3 N I-I — rJ -'' tA '- I -s?- PREPARED DATE CHECKED DATE PROJECT NO. 1 fQo 1 FUSS&O'Neill Inc. Corrsultirrg Engineers 6 �BY 1 n i n III � BY r SHEET NO. CT' of 20 5 . � �t'ti' `�a °'p 0 f 7` 11 i 1 r ® r C t3 FO-#110 -6b- .... -0 09 VJ jJ _ INLET STATION AND OFFSET Q CAI ro TIME TO INLET N n, c,+ AREA IN ACRES ;y �J ° Y RUNOFF COEFFICIENT --� s A x� x r ! ♦ a AI m SUM OF Al TOTAL AI tj 7 q- tz1 ao RAINFALL INTENSITY w i1v d co Q TO INLET 4 I p GRADE OF GUTTER v- � °- CROSS SLOPE OF SHOULDER DEPTH OF FLOW AT GUTTER WIDTH OF FLOW 0 BYPASSING INLET AI BYPASSING INLET r► X, + • Al ENTERING c tj IV p CATCH BASIN 1 —rI- f'r ' 550=J oN �1^33HS AB 03NO3H0 Wbid 133a1S 31d0 AS 03NJIS3 1 f`Oad z wao� SISA"IVNV MOIJ 83iinE) 80SONIM Hinos J0 NMO-L PREPARED �DjATE CHECKED DATE PROJECT NO. foo Fuss&O'Neill Inc. Consulting Engineers �+ BY �j�f BY �spar.P, of�'. ET NO. - tZ Orly j"/ 2-9 e _ " �= Arc �r-wu�5 �C , •t IZ FO-# 110 PREPARED DATE CHECKED DATE PROJECT NO. �V FUSS& Nelll Inc. Consulting Engineers BY � ! BY T ��� q1 4 1,.•,� SHEET NO. of $^ 4i C 94-�' I � rod �,.� � ��3�d •`lam: � 114 �Ly '' � Erl•"��a ,�'`✓ �f�°�� � a �p./fit �`in� r:��•l �.r�,� �s a s�� M. .t-���a�s �iw� R.�:s o t ►nG l��s FO-# 110 1 \ PREPARED DATE CHECKED DATE PRpO�JiEpCT NO. Q Fuss&O'Neill Inc. Consulting Engineers BY vsl-iq SY�3l`� P` &k SHEET NO. of tiy r FO-#i 110 TOWN OF SOUTH WINDSOR STORM SEWER SYSTEM DESIGN FORM 2.2 PROJECT DESIGNED BY DATE G�P-9ER j eti �, )A, t 1--31 -qY STREET FIRM CHECKED BY SHEET No r 831dMOd3H A1I0ddd0 iifld !2 �" M N Nii N 9n tn N Bosoms so' A1100-1 3 A 3 J d a 3 A d N N r� tst T tiI c S . 40 3did d0 H1JN3-1 rjow .s t 3 Z I S 3 d I d m ;' -ri t3 d� _t ' � --( Ci ? W 31 S A S NI 0 CID a .m• rn. A11SN31N1 -11ddNIV>1 W31SAS NI e Id d0 WfiS ,, ,� S o- - NISVe HOIVO JNI831N3 Id 3dld NI 3W11 0 S, 0 0 R s 13-INI 01310411 c\j \n r Q 1N3W03S 3N I-1 - ?' tA - -52- PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick Thomas Field Bill Lan ning, John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received 63 42plans for the followigProJ n project: Location: �i c, , `� l .,le� C Site Plan Subdiv # Acres y d. Zone T— O�Industrial ❑ Commercial ❑ Residential # Lots/Units _ Water: E�Public ❑ Private Well Sewerage: 136Public ❑ Septic system(s) Project Description: ate - ?, q� Future Town-owned property involved? ❑ Yes 1;rNo ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑ passive Planning Department notes: Please comment b �/ZS�5 B Y (feel free to use this form); return to Planning Department. Thank you. C(ice^ G� �.Gt✓ �l� �� ��-� �'Y�--4 rfl� Lid PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lanning, John Bond, Ray Favreau, Karl Reichle, Mel Stead ohn Collin Bob Deptula FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: 4 91t-431` - " --� Location: 14 Site Plan Subdiv # Acres y �, Zone _ L"Industrial ❑ Commercial ❑ Residential # Lots/Units _ Water: Lf Public ❑ Private Well Sewerage: 2'�Iubhc ❑ Septic system(s) Project Description: o7-b Future Town-owned property involved? ❑ Yes 90 No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑ passive Planning Department notes: Please comment b ly5l y 8 Y (feel free to use this form); return to Planning Department. Thank you. rTF- N c f-:a c PrCC �sC r�cr SP -s t,j t(t, Z V nw, -((-rcy cdo PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Gantick, Thomas Field, Bill Lanning, John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob DeP tula FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: Location: , `� ,� ..fie 2,4' Site Plan Subdiv # Acres yam, Zone _ C]"'Industrial ❑ Commercial ❑ Residential # Lots/Units Water: C(Public ❑ Private Well Sewerage: 0"Public ❑ Septic system(s) Project Description: T?t cl� Future Town-owned property involved? ❑ Yes d`No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑ passive Planning Department notes: Please comment b f�'5m$ y (feel free to use this form); return to Planning Department. Thank you. 0 by :3OWry WINJ50R Jan-26-33 . . :a6a,,, fron 6 723ai36a_ 6S ay� � 1 Ci u �� • ��c` 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 �oA-co AREA CODE 860/644.2511 FAX 860/64 -3781 Date: January 25, 1999 To: Fuss & O'Neill Tic. 146 Hartford Road Manchester; CT 06040 Attn: Jim Cerbanowiez From: Jeffrey. H. Folger Zordng.-Wetlands Enforcement Off eer Totitin of South Windsor Re: Review of the Gerber Conference Center Facility, Kelly Road. plaits dated 1'12'99. I have revie`ved the site plans for the proposed Gerber Conference Center Mth the Following comments: 1. The plan should include notes detailing permanent and temporary seedL--i� type_•, rates. and dates. 2. The existing storrn%vater system consists of concrete pipes discharging to a rip-rap channel adjacent to the highway. This channel crosses the highway and discharges directly into the m- Hockanum River. There is very little area available to impound stor -ater for the time necessary to provide adequate water quality renovation. I would reco.-r lend Lhat the existing area be examined to determine how the stormwater system car be improved to provide more efficient pollutant removal. Sedimentation structures should be incorporated in the plan to minimize the migration of road sands and sediment generated from storm events. Also trap hoods should be placed on the outlets of the proposed catchbasins to minimize migration of hydrocarbons generated from automobile traffic. 3. The detail sheet shows a grassed Swale, This structure does not appear to be present on the plans. cc, Town En,,in-.. Tout Planner IWAJCC MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 1, 1999 RE: Gerber Site Plan 99-03 We have reviewed the drawings dated 1/12/99 for the proposed Gerber Site Plan and have the following comments: 1. Traffic analysis should be submitted. 2. WPCA approval is required. 3. Grading of the existing "loam pile"to the north of the proposed building is not complete. JCl/sfg ENGINEER\Prof.-P&z wetlands Applications\Gerber\Review Feb i.doc MEMORANDUM TO: Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer DATE: February 1, 1999 RE: Gerber Site Plan 99-03 We have reviewed the drawings dated 1/12/99 for the proposed Gerber Site Plan and have the following comments: 1. Grading of the existing "loam pile"to the north of the proposed building is not complete. JCl/sfg ENGINEER\Proj.-P&Z WedandsApplications\Gerber\Review Feb i.doc r -- SITE DEVELOPMENT - GERBER CONFERENCE CENTER The construction of approximately 46,960 SF of building with required access drives, parking lot, drainage, water, sewer, gas, power, landscaping, erosion control and miscellaneous work to complete the project. The area of site disturbance is approximately 4.8 acres. Erosion control devices to be installed and properly maintained as required. Refer to Erosion Control notes and the sequence of construction as indicated on sheet number 8 of 9 on the Site Development Plans. All catch basins located within the paved areas have trap hoods with a 4° minimum sump. These structures will act as a sedimentation chamber to minimize the migration of road sands and sediment generated from storm events. Also,the trap hoods on the outlets of the catch basins will minimize migration of hydrocarbons generated from automobile traffic. The drainage systems are split into three small separate areas within the site and will then connect to the existing drainage system at structure numbers 5, 12 & 10. The total site drainage discharge to an existing 36" RCP at structure number 12 which runs to a catch basin within the State right-of-way. This catch basin turns 90 degrees which will act as a energy dissipator. The final outlet pipe flows north to a relatively flat area which appears well established with grass and other plant growth. This area should act as a natural bio-filter which will help to remove additional pollutants. Post Construction Stormwater Management: Control measures include catch basins with trap hoods and sumps. The owner shall be responsible for maintaining these control devices and removing sediment and debris from them at a minimum of once a year or as required for unusual circumstances. These maintenance procedures will be utilized to help reduce the transmission of solids from the site. Other procedures include,but are not limited to, sweeping of parking areas and the proper use of fertilizers. All disturbed areas will be stabilized with grass, landscaping or pavement. As a result, the proposed vegetative cover and pavement should be sufficient to control erosion& sedimentation, if properly maintained. 81191\A 10\GBM0216A.W PD Corres. GERBER SITE PLAN 2-16-99 1. Request for site plan approval for a new 47,000 sq ft building on Lot*at Gerber's existing site on Gerber Road West, I zone. Lot size is 12 acres, V2 acre required. Proposed impervious coverage is 23%; 65% allowed . Proposed building height is 37.5 feet, 40 feet allowed. 2. Public water & sewer are provided. Water Pollution Control Authority approval is required. 3. There are no regulated wetlands on the site. This application is pending with IWA/CC for conservation plan approval. 4. The entire Gerber complex currently has 609 existing parking spaces; the new construction will rearrange some of the existing parking, with an end result of 63 5 spaces for the complex after construction. STC review is required, since the site has an existing STC permit. 5. There is a 50' buffer requirement on Lot 4 where the I zone abuts the A-20 zone along Kelly Road and Gerber Road West. There is a buffer of mature pines along both Kelly Road and �erber o d West. taff s est that Gerb consider addirrg-,,*nn ew �4t4ft ro� �`� Kr. dk in anticipation of future trimming and attrition as the mature pines age. The Director of Public Works has indicated that the close proximity of the existing pines to Kelly Road results in ie�nc ec fo trfin�iir-�Cg-pr pdss&ke,-,� wintertime roadway icing resulting from the shade of the mature trees. Pjihlf�,4oAu�t ,ff-Auggdstsrtti4t-qew�es-be-plaAted 80-1-00'- , ay`fr6r1Y el R-dano-Wproblt7"9 ot)r . 6. ADRC reviewed this plan on February 4 and was completely satisfied with the design and landscaping. GERBER SITE PLAN 2-16-99 1. Request for site plan approval for a new 47,000 sq ft building on Lot 4 at Gerber's existing site on Gerber Road West, I zone. Lot size is 18 acres, V2 acre required. Proposed impervious coverage is 23%; 65% allowed . Proposed building height is 37.5 feet, 40 feet allowed. 2. Public water & sewer are provided. Water Pollution Control Authority approval is required. 3. There are no regulated wetlands on the site. This application is pending with IWA/CC for conservation plan approval. 4. The entire Gerber complex currently has 609 existing parking spaces; the new construction will rearrange some of the existing parking, with an end result of 635 spaces for the complex after construction. STC review is required, since the site has an existing STC permit. 5. There is a 50' buffer requirement on Lot 4 where the I zone abuts the A-20 zone along Kelly Road and Gerber Road West. There is a buffer of mature pines along both Kelly Road and GerberRoad West. Staff suggest that Gerber consider adding a second row of new small pines behind the existing row on Kelly Road, in anticipation of future trimming and attrition as the mature pines age. The Director of Public Works has indicated that the close proximity of the existing pines to Kelly Road results in the need for trimming or possible removal due to the wintertime roadway icing resulting from the shade of the mature trees. Public works staff suggests that new trees be planted 80-100' away from Kelly Road so this problem does not recur. 6. ADRC reviewed this plan on February 4 and was completely satisfied with the design and landscaping. 40*M 8e4 0.1 1540 SULLIVAN AVENUE• SOUTH WINDSOR,CT 06074-2786 It-co�' AREA CODE 860/644-2511 FAX 860/644-3781 February 26, 1999 Certified Mail Gerber Scientific, Inc. 83 Gerber Road West South Windsor, CT 06074 Dear Madam/Sir: Re: Appl #99-03P, Gerber Scientific, Inc./Gerber Conference Center At the February 17, 1999 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #99-03P, Gerber Scientific, Inc., IWA/CC conservation permit for the construction of a 46,960 sq. ft. office building, parking area, storm water structures and associated improvements on property located on the southerly side of Kelly Road and easterly of Gerber Road West, westerly of Gerber Road East, I zone (Assessor's map #55, parcels 71 and 72) as shown on plans prepared by Fuss & O'Neill, Inc., Job Number 81191A10, Phase 8000 and revised through January 12, 1999. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. 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 application 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 February 17, 2004. 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. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $2,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. The applicant shall inspect the drainage system a minimum of two, times of year and cleaned accordingly. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman EAW/pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer Fuss & O'Neill, Inc. taw M aft a ' 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 Soe co�' AREA CODE 860/644-2511 FAX 860/644-3781 CERTIFIED MAIL February 26, 1999 Mr. Guy Mitchell Fuss &. O'Neill, Inc. 146 Hartford Rd. Manchester, CT 06040 Dear Mr. Mitchell: Re: Appl #99-03P, Gerber Scientific Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on February 16, 1999, to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 47,000 sq. ft. conference center on property located at 83 Gerber Road West, I-zone, as shown on plans prepared by Fuss 8a ONeill, Job No. 81191 A 10, dated 1/12/99, 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 a bond in the amount of$2,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. WPCA approval is required. Black and white transparent mylars of Sheet #3 with the above modifications, together with three (3) blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission 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. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION AL- Frank A. Castro, Chairman FAC/dlw cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal ��.NN SFq 7W 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �llosoR.co AREA CODE 203/644-2511 March 10, 1999 Mr.Anthony Pagliuco E C U12 V E D Gerber Scientific Inc. 83 Gerber Road West � ;5 - , 1999 South Windsor,CT 06074 RE: Gerber Conference Center �1►s9 ° �"3 J_ Uet.s�o 83 Gerber Road West SOUTH WINDSOR,CT Dear Mr.Pagliuco: The South Windsor Water Pollution Control Authority,at its regular meeting of March 2, 1999,gave approval for the connection to the Town's sewerage system of a commercial building at 83 Gerber Road West,as more specifically shown on plans entitled"Proposed Site Development Plans-Gerber Conference Center-83 Gerber Road West South Windsor,CT"prepared by Fuss&O'Neill,Inc.,Manchester,CT,Job No. 81-191.A10,drawing 4 of 9(Topographic Plan)dated 1/12/99,no revisions,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. A connection charge,due at the time the drain layer's permit is applied for,will be$10,750.00 (approximately 4.3 acres at$2,500/acre). 4. This approval letter must be superimposed on the final approval plans. Very tr yours, Thomas ds ,Chairman Water P llution Control Authority TH:rt cc: Matthew Galligan,Town Manager Michael J. Gantick,Director of Public Works Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector Guy Mitchell,Fuss &O'Neill Gerber Scientific, Inc. 83 Gerber Road South Windsor, CT 06074 Y April 29,2002 AM u NO2 Town of South Windsor SOUTH WINDSOR PLANNING DPT, Kevin McCann Planning and Zoning Dept. 1540 Sullivan Avenue South Windsor,CT 06074 Dear Mr. McCann: The following letter is in reference to Bond #1 1 1 27400205, Gerber Scientific as Principal and The American Insurance Company as Surety for Erosion and Sedimentation Control, Gerber Conference Center—83 Gerber Road,South Windsor. At this time Gerber Scientific is asking for a release of the above bond as we are not planning construction of the Conference Center in the near future. In addition if we plan construction before the 2004 permit expiration we will once again have a site plan bond in place. Sincerely, k7�'�C' (Xe � John C. Champ Facilities Supervisor l�wN 8�1 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.Co TELEPHONE (860) 644-2511 July 3, 2002 Mr. John Champ Gerber Scientific, Inc. 83 Gerber Road West South Windsor, CT 06074 Dear Mr. Champ: Re: Appl #99-03P, Gerber Scientific, Inc. This is to advise you that the Planning and Zoning Commission voted on June 25, 2002, to release the erosion and sediment bond for the above-referenced project in the amount of$2,000.00. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 253. Thank you. Sincerely, Kevin McCann Planning and Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official