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Home My WebLink AboutSITE PLAN (107) ' TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM App. No. Date Received: IMPORTANT! Action or Public Hearing By: Planning and Engineering Department staff require 14 days to determine application Receipt No. completeness. To ensure receipt of a _ complete application by PZC, it is strongly recommended that the applicatiop be 14 days prior to the Re t it will be received. rT' ;. R APPLICANT: Gerber ScientifiQ Products, Tnr ADDRESS: 151 Batson Drive, Manchester, CT 06040 TELEPHONE: OWNER OF RECORD ON LAND RECORDS: Gerber Scientific, Inc. ADDRESS: 83 Gerber Road West , South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: Gerber Scientific Products , Inc. , 571 Nutmeg Road North, South Windsor , CT 06074. The property contains 5.09 acres of land between Nutmeg Road North and Rte. S Conrail R.O.W. ZONE: Industrial ( I North oF Governors Highway. NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Richard Boston, Fuss & O'Neill Inc. 146 Hartford Road, Manchester, CT 06040 TELEPHONE: 646-2469 THIS APPLICATION IS FOR: (Check one of the following) 1. Zone Change to (public hearing required) 2. Subdivision 3. Open Space Subdivision (public hearing required) 4. Resubdivision (public hearing required) 5. Special Exception to Article (public hearing required) X 6. Site Plan of Development 7. Earth Filling (Section 10) and/or Earth Removal (Section 9) (public hearing required) 8. General Plan of Development 9 . Regulation Amendment: Zoning Subdivision 10. Other (explain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH SIX SETS OF THE MAPS (7 i public hearing is required) AND OTHER DOCUMENTS (see page 2 CCJ Applicant Owner 1/14/87 (see reverse side) r TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM This application is complete and ready for Planning & Zoning Commission receipt only upon submission of all required documentation, including, but not necessarily limited to, the following items. Not all items are required with every application. See applicable sections of the South Windsor zoning and subdivision regulations for specific requirements. APPLICATION CHECKLIST X 1. Key Map X 2. Architectural Elevations/Floor Plans X 3. Completed application form (in triplicate) X 4. Required fees X 5. Zone Change, Site Plan, Subdivision, Open Space Improve- ment, and/or General Plan of Development maps, in accordance with regulations, (Six sets - seven if public hearing required) X 6. Plans & Profiles-/Drainage Calculations N/A 7. Conservation Plan N/A 8. Landscaping Plan N/A 9 . Traffic Engineering Report N/A 10. Narrative Statement N/A 11. Sanitary Report N/A 12. Copy of agreements to purchase land (if not the owner) 13. Other ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY APPLICATION TO THE COMMISSION. CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. 1/14/87 STORM DRAINAGE CALCULATIONS FOR GERBER SCIEN $R 571 NUT OAD NORTH SOUTH WIND M R, CONNECTICUT comm► & Zon��ng APRIL 21, 1989 APPLICATION: Gerber Scientific Products, Inc. 151 Batson Drive Manchester, CT 06040 OWNER: Gerber Scientific Products, Inc. 83 Gerber Road West South Windsor, CT 06074 CONSULTING ENGINEER: Fuss & O'Neill, Inc. 146 Hartford Road Manchester, CT 06040 1216B88RB GERBER SCIENTIFIC PRODUCTS NUTMEG ROAD SOUTH WINDSOR DRAINAGE Sheet 3 of the attached calculation shows the increase in flow - from the proposed construction to be 0.8 cfs for a 25-year storm. Since this disclosure point is at the lower end of a 300 acre watershed, there will not be a measurable effect on the peak flow in Stoughton Brook. Because of timing, there could be a slight decrease in peak but it would be too small to measure. The area used is 2.52 acres which is only that part of the site which is being changed by the proposed construction. Also attached are copies of charts from Conn. Dept. of Transportation Drainage Manual which show that modified riprap is ample for the uses shown. 1216B88RB STORM WATER CALCULATIONS 1216B88RB Inlet S tat.on and Offset - I IRI 1 1001 !0 Iv-; I Time to inlet- _ l� r _1 Area in acres Runoff Coefficient I1il ! lid � � IAz III IlII' , �, I ! Sum o f AI - 1f ! IlIIi . I Total nI Rainfall I it:e^sity Ilily I N J J � Q to Inlet R Grade of Gutter a - I Z. Cross Slooe of a Z Shoulder N Depth of Flow at Gutter - -' Width of Plow 6. �1 Q Bypassing inlet s Al Bvpassino inlet W AI Entering Catch - Basin •OS7 ]aaUG nq ?a�j oa 40 s'sn.-_-1 in h 13 an/ -?-3 w rl W s 3 EL s °q :;zuSisaG - hg- rZ- 'sssna � V-% pd J rj Line Segment i Ks h7rT G ry Time to Inlet �P� I r M-- �h I I I 1 l + I w Time is Pipe - 1 I •— r. Ac=:.�•,:lated Time 44 _ AlLr Mte-'ng Cetch - ? 1' 1 I Basin �: • Sum of AI in System d W N p Reintsll Intensity it - I T y c t o M1 T- N _ CDQ in System � - - t? N t,- �o x Size e tv o IV -� 4 Len�h of -wipe 6f 0 b X4 SlopeNL _ ' 1_ Pill I-P ILVI N Average W_locity 1 !oo �n d I:- capacity I ! ` jT • I j 4 1 1 t F.eadvater o N . Ignt owe on t&QgS -LI --84 FUSS&O'NEILL PREPARED r�DATE CHECKED DATE PROJECT NO. consulting engineers Y ,�/ BY g� ,Z A4 �� s GFRi3Crl� �AAj-WslonJ IVLJTt't �!r l�G. SHEET NO. - of py �v Act I — -.--' - - ----� ----- ',_- &Ailt w -ham,. •3 -`l�c• - - J zr f Z.04 At q _A. S• t - - 4 io&et 44-woL ke .Jou r � Fo.#„o STORM WATER CALCULATIONS FOR 100 YEAR FLOOD ELEVATION 1216B88RB • / .� ■ v ■ ■v ■ ■■ ■E■ ME SEEM ■■■c� E■ ■■■■ ■ mom NAME ■■■� EMMEM■■n■iE�■ ■■■ ■E■ ■E■■■E■■■■■■ ■■ENE■E■ ■E■■■■■■■■■■ ■E■. ► r _. ■■■■ ISMONEME ■SIG■�■■■ ■■■■■■■■■■■■■■■■■ ■■t. Sao ■■■■■■■■■�■■■■■■■■ ■■■NibM M WMA9 9MI ■ t■■E■■■ ■■■■■■■ ■■■_U4C4E - ■■■■E■■■■■E■■■NEE ■■■�■■■ ■ ■�i�■■■■■NEB■�■■■�■■■ ■■■o■■ ■■r■■iu■■NErn�■MEM�Imrsff E■■■■■■■■■■ ■■■■■■■�■ ■■■■E■■■E■■■SINE■■■■ ■■■�■■■■■■ ■■■ E■■■■■■■■■■■■■■■■ ■■■E■■■■■■ ■■■■E■■■■■■■■■■■SIN■ ■■■■■■t■E■■■■■■■■■■■■■■■■■ENE■■SISI■ ■■■■■■ IM■ ■■■ RNESEEMAMMEME■ ■iE■■■t ■ ■■■■■■■■■■■E■■E■ ■■■■■■■ ■ ■OMEN■ ■■■■ MINE■ ■■ ■SINE■ ■■■■ ■■■■E■■ ME ■SIN ■n■ ■SINE■■ EEE ■■■■EE■EEE■■ IM ■■■ ■ ■EE■■E ■■■■■■■■SINE■ ■■E■ ■■E■■■N■■SINEWSOME NEEMERNMESINE ■NE■ t i�•'� r ,f. r s 4\ w v o r M �' �?p sr•s�`o t� ` A �4-V,4 ••!``` "+ � -'.•{�k A,:f` i.••d, ' .•t.f"- ;� t.� .r ';fa'fit44•4r.�,"•;^"�,•'�M. tyh•`�• 1 1' :,1 ;'v','� •,. 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'f• .` M�•I�ar � Mta• 1;• ;r �!!!1 • Ar ••�• ' fir ♦ .l t , _ ..�.T;.�r•r�'�, l.j'•n•l:•��`Y��'•:i-•�+ - __ •.fir Ti '.�` �S •'tu'�i�:�,'-•ter O �- C• 15 - �]r,�.�i_ �+•�•,�,r.�i, ;� -. ,j�'nr ,! ,�'nLr�^aV��•F r -R7.'',�t`�� ,r/�/�/� �,..r�[.` I <�Fr•¢j•`,('• J: ;1; `ii••i••�:aa1 y +' �y y'f•lart." ,$ e' '�. •s ^D- -'.r_ f Y p/ y:� e =� •- y�• 'lip 2 y,\>•. _ :�a; .. 24 1 •, •^.at•\th. _ y 'k•-,A,`•-t . !• .ylr w- '46 t'•.s . . 22 .o34 1 • ' 0 16 ,'�-- �t=fi:f:s= .:bl" it• S � '�•� :�•;�+,. • I.y' 0 _ _ .5 4• f fs ,,s%`F•- '.t• -i f. --. � - -, na- us 'L' r tu 10 y a�.�.s'.. 'ti,. .,, .t�,.�•1,•�'� �i _� :c�' 4'?�-��i c�, 'l�ij;k yi•J.�r�1.5.r••�. "1,��t�a`'�r` o". Al ' •. ;r 7.1 FIGURE'U-C'1 -RIPRAP S E'FOR'US DOWNSTREAM OF ENERGY ' gg. _DISSIPATORS FROM REFERENCE II P-1. .tit}�, i •.t. � ti�• ,.. a I. ;;!'r+}:-,�y�� .3� iw PLANNING DEPAR72EM IN-HOUSE REF FORX TO: Karl Reichle, Mike Gantick, Mel Stead, (red Shawr1 Richard J. Sartor, Gary Tvler, Fire Marsh Lanning, Jim Snow, FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# ,2-1 Zone 1 Acreage Subdivision Site Plante Residential No. of Lots/units Commercial Industrial Location: L n -., l yq--� Project Description: c � " J Future Town-owned property involved? Yes No� (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments P1 ase let me know by �.• �j if you will have comm-nts on this application so that I can follow up with your d partm nt wh n I do a Planning D partment report. ��"-�rl--Ge.—�Po�1�---� _/ f 7��. G-..(.�L,��,...,a� �.� .4-ems,,, _Z.. fv/�.�t.-r-��.... 4-.`/( !�, �9 Q/s.rt,►- ,.(n._� ? PLANNING DEPARTNEW IN-HOUSE REF FORM TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartori Gary Tvler, Fire Marshall Lanning, Jim Snow, FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# ,2-~1 117 1 Zone 1 Acreage Subdivision Site Plante Residential No. of Lots/units Commercial Industrial_ Location: c ' d2 Project Description: c ) 5 y J Future Town-owned property involved? Yes No� (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments 7i1/1A 1/ 1 71 P1 ase let me know by AAA: y if you will have comm nts on this application so that I can follow up with your d par nt wh I do a Planning D partm nt r port. V, t'01 ---- -- --- ---- - U GERBER SCIENTIFIC SITE PLAN, NUTMEG ROAD NORTH - PLANNING DEPARTMENT REVIEW COMMENTS Key Map - Must show layout of existing and proposed buildings and parking areas Direction of sanitary sewerage flow should be shown Driveway cuts on surrounding properties should be shown Plot Plan/Topographic Map - It appears that the sheet labeled site development plan is intended to satisfy the requirements for plot plan and topographic map; should be labeled as such if this is so A-2 certification required per State statutes and state licensing board - Parking formula should also reflect square footage of office space, if any. - Is there a defined area for the SNET easement shown on the west side of the property? - Is a dumpster required? C � T-a 0-)e s ?dzn� w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f�°soR-CO AREA CODE 203/644-2511 May 15, 1989 M E M O R A N D U M RECEIVED' TO: Marcia A. Banach, Director of Planning MAY 16, 10 FROM: Jerry C. Iazzetta, Town Engineer • SO. WINDSOR PLANNING DEPT% RE: Gerber Scientific Products - #89- The Engineering Department has reviewed the revised drawings dated 4-21-89, Sheets SC-1 to SC-7 and the Storm Drainage Calculations for the subject project and have the following comments . 1 . Sheet SC-2 is shown as a Class D survey standard and is not sufficient for construction. 2 . Sheet SC-2, Location Map does not show flow of all storm drainage on site. 3 . The Fire Marshal should evaluate the 30 foot radius cul- de-sac area of the parking lot. 4 . The drainage calculations indicate an increase of . 8 cfs is generated by the proposed improvements and is not detained but is discharged directly into the Brook. In view of Planning & Zoning's "zero increase" policy, this item must be addressed by that Commission. JCl/JSV cc: Michael J. Gantick, Director of Public Works 9, TIC)Wn O-P S-0JdA Z %nd4j�Ot 4 9 � 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. AREA CODE 203/644-2511 �14 R•C �uN 23 1g89 South �N�ndsor June 14, 1989 & Zonis}g CoinmissOv Qlanning Gerber Scientific Products, Inc. 151 Batson Drive Manch ster, CT 06040 RE: Application #89-27P - Construction of an addition on property located at 571 Nutmeg Road South Dear Madam/Sir: At the June 12, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #89-27P - IWA/CC p rmit for the construction of an addition onto an existing industrial building on property located on the westerly side of Nutmg Road North, I zone as shown on plans prepared by Fuss & O'Neill, 146 Hartford Road, Manchester, CT, sheets SC1 - SC7 dated December 1988. A-1 is dated January 30, 1989 and revised April 28, 1989 and including any revisions cited below. The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets # SC5 and SC6 with the above modifications and this letter reproduced thereon together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. We recommend a bond in the amount of $10,000. to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 5 . The permit is valid for one year and shall expire on June 12, 1990 . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans. 8 . Limits of clearing should be shown on the plans and be physically established on site along the easterly property line to include, if possible, the protection of the oak trees in that area. 9 . The plans should clearly indicate the final stabilization of the slope between the proposed addition and the brook. 10. The construction schedule should include the start of the actual building construction following necessary site work. 11 . A means of preventing erosion should be indicated at the two discharges . This should be in accordance with standards provided in Connecticut Guidelines for Erosion and Sedimentation Controls. 12. Addition rip-rap will be placed at the Point #2 discharge as shown on SC4 of the plans. Very truly yours, John M. Moran, J Chairman Inland Wetlands Agency/ Conservation Commission JJMJr. /pmm Enclosure cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning John R. Collins, Chief Building Official Raymond Hallowell, Chairman, Planning & Zoning Richard Boston, Fuss & O'Neill Engineers, 146 Hartford Road, Manchester, CT 06040 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R.CON� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 1, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its June 27, 1989 meeting, the Planning and Zoning Commission voted to take the following action: h 1 . Approve, with modifications, Appl. #89-28P, Wapping Fair Association Inc. , for a Temporary and Conditional Permit to hold the annual Wapping Fair on Sept. 8, 9, and 10, 1989 at the Rye Street Park, RR Zone. 2. Approve, with modifications, Appl. #89-45P, E. Andreoli & Sons, Inc. , for a Site Plan of Development for Meyer Gage, 230 Burnham Street (westerly of Long Hill Road) , I Zone. 3. Approve, with modifications, APP� #89-27P j, , erber Scientific Products, Inc. , for/& Site Plan of Development (rev. ) at 571 Nutmeg Road North, I Zone. 4 . Deny Appl. #89-17P, Downeast Associates Limited Partnership, for a General Plan of Development for the Plaza at Buckland Hills, property at Smith/Wheeler/ Buckland/Pleasant Valley Roads, DC Zone. A� Dated at South Windsor, Connecticut this 28th day of June, 1989. PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary .r y r T (.PSaum ?dzn� o C V 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 �osoR.0 AREA CODE 203/644-2511 5 July 1989 Fuss & O'Neill, Inc. 146 Hartford Road Manchester, CT 06040 Attn: Richard Boston re: Appl. #89-27P, Gerber Scientific Products, Inc. Site Plan 571 Nutmeg Rd. North Gentlemen: We are pleased to advise that the Planning and Zoning Commission voted on June 27, 1989 to approve the captioned application for a site plan of development in accordance with drawings #SC-1 through SC-7 and Title Sheet dated December 1988 (revised 4-21- 89 ) prepared by Fuss & O'Neill, Proj . No. 86-248A, and drawing #A-1 dated 1-30-89 (revised 4-23-89) prepared by Newman & Associates, Proj . #8824A; and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits 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 $10,000. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 5 . A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of mylars. 6 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7 . Sheet SC-2 must be certified A-2 . 8 . Add trash compactor to She t SC-2 . Fuss & O'Neill -2- 5 July 1989 9 . Show all site drainage flow on key map (location map) on Sheet SC-2 . 10 . Landscaping in front of the new addition needs to be shown on SC-2 . Black and white transparent mylars of Sheets #SC-1 (if not already on file) and SC-2 with the above modifications, together with three 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 AND ZONING COMMISSION R ymond F. Hallowell, Jr. Chairman cc: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Engineer Applicant aw+ PZC File P-625 092 477 RECEIPT FOR CERTIFIED MAIL NC INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL a (See-Reverse) co Sen!to/�— A R LQ _r Cl) Street a No fj a P O.State and ZIP Code Postage ` 2 Certified Fee Special Delivery Fee Restricteo Delivery Fee Return Receipt showing O to whom and Date Delivered Ln co Return Receipt showing to whom o� Date,and Address of Delivery 0) TOTAL Postage a cO , �7 a� 0 Postmark or E S tiTcbo) CL t. 0 Showtio wAeareeslfi( � tv, _ .O 47-7 C3� 4. 01 ' '' ► Min Y jr x Al -° 4./Memo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 TO Marcia A. Banach DATE 8/24/89 Director of Planning L SUBJECT: PRECONSTRUCTION MEETING - Gerber FOLD- Nutmeg Road There will be a preconstruction meeting on Friday, September 1, 1989 for the above mentioned site plan. cc: L. Braddock, F. Shaw, M. Stead, K. Reichle, B. Lanning, J. Collins, Jo McCahill 7 By. ce �AD,pM af,t� y ~ Ole ?P&U&Ot O � C V s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ,�OSOR•CO ' AREA CODE 203 644.2511 RE: Preconstruction Meeting - Application #89-27P Gerber Scientific Products September 1, 1989 IN ATTENDANCE Name Company/Address Telephone # Jim Sauerhoefer Art Barber Excavating 875-3892 P.O. Box 428 Ellington Dory MacKennin Gerber Scientific 643-1515 151 Batson Drive Manchester, CT 06040 Chuck Doam Orlando Annulli & Sons 644-2427 147 Hole Road Manchester, CT 06040 Earl Elkins Orlando Annulli & Sons 644-2427 147 Hole Road Manchester, CT 06040 J rry Iazzetta Town of South Windsor 644-2511 Michele Lipe Town of South Windsor 644-2511 John L. Clapp Art Barber Excavating, Inc. 875-3892 Lon Annulli Orlando Annulli & Sons 644-2427 147 Hole Road Manchester, Ct 06040 Th following is a brief summary of points discussed during the meeting. Erosion & Sedimentation Control 1 . All erosion and sedimentation control measures are to be in lace prior to earth moving operations in each area and maintained cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work 2. All topsoil stockpile areas to be protected (ringed with haybales or equal) . 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Nutmeg Road North if it is required. Access road is to be swept as necessary to control dirt from getting onto Nutmeg. Calcium chloride or water is to be used for dust control as required. Public Works 1 . The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: a) after site is staked out b) all drainage work c) Preparation of subgrade, compaction tests as required by the Town. d) Preparation of subbase, six (6 ) inch lifts e) Placement of bituminous concrete, 1 1/2 inch layers . 2. Certification of gravel used as subbase will be required by an approved testing company. 3 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 4 . As built plans are to include horizontal and vertical location of all sanitary sewers and storm sewers located by a certified land surveyor. 5. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. Any pipe or structure work requires inspection prior to backfilling. 6 . Any problems and/or questions regarding construction of this project will be directed to Earl Elkins in the field. 7 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 8. Weekly job meetings will be held as needed, and can be called by the developer or Town. 9 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period ( 10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy and Building Permit. 10. Only approved copies of lot site plans to be used on job site. Any proposed chances are to be presented to Engineering/Planning Department prior to implementation on change sheet. Town will attempt to turn around within 24 hours . 11 . No paving after October 15 without written approval from Director of Public Works. 12. Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. W.P.C.A. 1. Requires an estimate of additional discharge from new facility (GPM) SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting (if required) to be coordinated with the Fire Marshal. Police Department: 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact the Police Department. Building Department: 1 . Plan review with Building Official/Fire Marshall required prior to application for building }permit. Coordinate with Chief Building Official. V trul yours, J ry Iaz e T En inee JCl/pmm cc. Marcia A. Banach, Director of Planning" Lester A. Braddock, Sr. Engr. Inspector Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET Hal Clisby, CL&P John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning Enforcement Officer Jim Sauerhoefer Dory MacKennin Chuck Doam Earl Elkins Lon Annulli i TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Gerber Scientific Products q y 7 Site Name 571 Nutmeg Road North P&Z No. o Owner Gerber Scientific Inc. Phone No. 643-1515 Contractor Accra-Tem , Inc. Signature of Owne t�iC <y Date: i Signature of Design En * Date: 7 CHANGE: (Describe locatio d nature o ange. Include plan/profile of Change) . Install new Duplex Ejector Reason for Change: (Why is change required) Existing ejector insufficient capacity for additional -f-jynires Invert of existing elector too high forand rnrrPct•ing existing sewer lines Ras sinQ over water line APPROVALS: (As Required) 11 Date: LLd�f Dir.. Of'. Planning 711- lZ�� v 14" &L;;L Town Engineer Date•. 417, , Dir. of Publi ork Date: Other: Date:_ STAFF COMMENTS: cc: Deputy Town Engineer Zoning Enforcement Officer Chief Building Official i R c 7-e dq P c- )c ar, fj r. '?ro4ucr-s xj A c; ,g- 'erFc 1 C A P/9 r_ T C R l C u/o9 7-�,w& r"PJG. UuL4� IJ R 7rZ c- /,o-;cr tuj,&,) 6 v/ro rP S l u 1t c e�ot U)j N 1 4r e v) c -3 �',xrvrr ,is 37 IZ Ll Fix TA r Uriw4L fzvs#• Vatve w r�t-�r- C as e7"S r✓t 1 Q 1 -, a A 0 Y=a v wl-rf 1 7`v ri°v t f l>►T L) Y u Y e v o ► �7 `IEIAT B'(:HYDRO DYNE I1"IL GVINEERING DA A for • of Th sl;lnq of a wet pit type sump or sewage pumping unit involves the calculation of three basic requirements. (1) PUMP CAPACITY IN USGPM. (2) TOTAL PUMPING HEAD AND (3) BASIN SIZE ..� Th se hoslpn requirements--particulariv the pump capacity--are Influenced by many variables and the following rocomtr►endad selection procedures Include gaf%�jaua safety factors to ensure a safe, reliable and efficient install t:ion, f (1) CA� ACITY CALCULATION TABLE 1. Fixture unit retinp Pump dosi';n capacity is the summation of TYPR OF WEIGHT IN (A) fixture ;umand (B} water seepage through FIXTURE OR GROUP OCCUPANCY SUPPLY CONTROL FIXTURE UNITS drain the drainage from paved areas and WARN CLOSET UILIC FLUSH VALVE 10 (0) additio;-of sarvlci flows. WATER CLOJIT PUBLIC FLUSH TANK S (A).FIXTUFI E DEMAND P1015TAL URINAL PUBLIC FLUBN VALVE 10 STALL OR'WALL URINAL UllLIC FLUSH-VALVE b "Fixture unl:' ratings provide the most practical STALL OR WALL URINAL PU LiC' FLUSH TANK- 3 method of Qtotsrmining basic pump capacity. LAVATORY PUBLIC FAUCET 2 (i) List t:io number and type of all fixture$ ATH••TUS .,• PUBLIC• FAUCET 4 dralnloo Into the sump basin. •` SHOWER'HEAD PUBLIC MIXINti VALVE 4 59RVICE SINK OFFIC ETC• FAUCET 3 (ii) Multiply the number of each type offixture KITCHEN SINK MOTE C, AUCET 4 by its,,velght factor from table 1 and deter- WATER CLOSET PRIVATE FL SH VALYt a mine iie total"fixture units." WATER CLOSET PRIVATE FLUSH TANK •3 ' " 9 LAVA OILY• -- . "ti RIVATR FAUCET 1 (i:l) Refer to the appropriate curve on the do- •:4y� BATHTUB h N• r PRIVATE- FAUCET 2 mand graph and obtain the corresponding —..,...'SHOWER HEAD PRIVATE MIXING VALVE 2 pump :spicily In USGPM. BATHROOM GROUP —PRIVATE FLUSH VALVE 8 (B) WATER SEEPAGE BATHROOM GROUP ' PRIVATE FLUSH TANK -" 8 EPARATE HOWlR PRIVATE ' MIXING VALVE 2 Seepage through drain the will vary according to KITCHEN SINK ` ' PRIVATE' FAUCET Z the nature (,,I the soil and the following rates LAUND -TRAYS• 1.3 ' PRIVATE FAUCET 3 should be ut id for a safe estimate. COMBINATION•FIXTURE �:? PRIVATE :-•FAUCET ' 3 IMMMFM (1) Clay ia+i{-1 USGPM par 100 square feet. ESTIMATED CURVES FOR DEMAND LOAD (il) Ssnd loll-2 USGPM per 100squere teat. ___�_,- __�_ _ `1_ {__ _ _ ,l,L .i ___�•„_a„_t_�_ SUM (C) DRAIN%09 FROM PAVED AREAS 1 I I ; I ' ` i 3DO f •- --- .. .,1. J__F i ; ......; {. .. . ' _ !.�. �.�.... . Allow 1 U OPM per 100 square feet Of area I' —4- drained. Thla corresponds approximately to an average rsln�':tll of V per hour. ISO --- i-�....:.--+-.�..«..Z•+.i•�_ - ._.._.;- --�- I .;.i....-- ----} -�, (D) ADDITIONAL SERVICE FLOWS �SYS1S>rl PREDONIMAKTLYi I , j -�• 14 t0a j ROR FL UBN V L Verf1---I ..l I _1. ...-In some Inet(,:,lations,the pump may be required A. - .:.:t ...:1. _. i'� to handle a dItional service flows such as con• Lo TO .::.?..: _ _+. •. .-' r` �''_:... _' w f-;; a t!0 ..i....i..._...i �.., 1 I danger wstM+' or boiler drainage. All such flows � I r•--•, -' ,•i•••-•• ••I--�••• I'•• r�-f�- , must be ad4c,d to the basic pump capacity. 1 NOTE 1.Eacp pump in a duplex unit must be rated _ . • ; i , t I ....... for the t I.il Capacity requirement. This is a ; ; ; '� j I 1• safety priu�,ution in the event of failure of one A6 �-I-•�••W, 1•"•i � ��•• � y �•-•� ' �j� -_, Um � -- � -� � �.i-� f1YSTit11 PRSD�WINA1+1 LY' •~.`..i..� p p. 1 t To _ FLUSH TAiKKB I6 --- ... ._ ._r..J..�.�.T.� -....r.... .1 .t. .t.).i..----- ..-f...�..r NOTE 2.Whtl t sizing sewage pumps,the capacity _ ' I I t i i -� , '. ' ; should be not less than 50 USGPM in a 4`line tp -.-.� __ .�.�.+. .... .�. .. or 100 U843PM in a 6' tine. These minimum ' R capacities .will ensure sufficient velocity In the flea is $Rolla � $ pipe line to prevent solids from settling out. FIXTURle UNITR Total pumping head Is the sum of (A) static head (B) back pressure in sewer (2) TOTAL HEAD CALCULATION and (C) friction head, •� (A) Static hand Is the vertical distance from low water level In (C) Pro calculate friction head,determine the equivalent length of valvsa and the sump to highest point of d+sehargs. fittings using vale a from table 2 and add this Iength to the length of (8) If the punio discharges into a sower,an allowance should be straight pipe In the Installation. Multiply the total by the appropriate made for possible back pressure.Approximately 2 or 3 feet friction loss figure from table 3. will normeilly be adequate. A O lee! ARIwISYRONa PUMP>t INC. 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NOV& o oY AT COMVtX[,O L.4)WOOM Ovr WX or suer 8 •�•/•� (/� 14 ALL OrTONAL RATWOn L OTEO ~ V 1 *P4 DISCHARGE•I#'IL►.T. Ang 9Kr" C09T O►TNW D id o Z ITA1,114 A c 44. 111 lrof Aux ts 14d— I v � ` •1 �� '-,� O TIIACTO TOIY(RL'�[1�M[Y[M�Gv ci3 94 •. �:� .Z� ,�•, "Aia wATUI►RON LNTEAVO J.WI 4-{aILG OAMiN GOIT"T1 CH»'osc roR»PA w 0 ON U+OW AX 44 CIA Sur M TE IMLV[ ErTENS10N PROVOU no OIKK G11[ATCO F�1 LIFTWO CHAM E TNAII i'IRON TOP 01 "SIL GNACKLE ►ROVDED ' WHO 0401ARK It MTENWDuTE OWE of A OA uu.MR•G'OW TMaI OVER 1-0 FROM TOP toot [XTLNtDIMi LONG[11 T NAM q'-0 1 •G' Du IO►TIONALI OWES K(0'D FOPI Gu1D( PAA4►pbAm THAN 10'•0 OVn[VAL31 j'GAtiV N/(FOR PALA 9-4`a o"Ill 1 l j GkX WC ra A&LA acP I•a' 1}�M►T • GATE 4tp YIII Ir.�(f nMi VALVE MAIL 1 iwrt M WLILNT rOP GE AUNG IO`A►TI"ALI LLYZL_ .• �1 /CANOE GALL iCHECK Two PUMPS . ' VALVE 2.0 i�•� YN elm[ P P r 1 luft"Er LEVEL ` /• or . • yq sQ1-1 Pi L NSICM S it ANTI- rLTTATION O WU DOWMIG N I AIKiMY[NT - FOR a- DLL ANOON SOM ew !a. LP 98NOW my C A.T i OIA XTOPY FOR GASOd LANDER THAN oo �w USE UORN 9404 OR 0004•I D O � FUSS8c0'NBLL consulting engineers JUN 1 1 1990 South Windsor May 24, 1990 Planning & Zoning Commission Ms. Marcia A. Banach Planning & Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Gerber Scientific Products, Inc. 571 Nutmeg Road North South Windsor, Connecticut Dear Marcia: Please be informed that the substantial completion of the building expansion and new service area of Gerber Scientific Products, Inc. aftermarket facility is substantially complete. Attached are two (2) signed "Record Drawings" that indicates the construction completion. As noted the record drawing' s have been prepared, in part, on the basis of information compiled and furnished by others. The Engineer will not be responsible for any errors or omissions which have been incorporated into this document as a result. The locations of existing utilities and superficial features have been determined from field investigations of visible conditions. The locations of all underground utilities should, therefore, be considered approximate and all such utilities may not be shown. Should there be any questions, please call. Very truly yours, Richard L. Bostbn William D. O'Neill, P.E. , L.S. Project Manager President /bmw Corres. File 86-248 0523F90RB 146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE 9 TRANSPORTATION and TRAFFIC• PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY Gerber 41,11WIC,hm P.O. Box 305 Hartford, CT 06141-0305 Tel. (203) 644-1551 August 7, 1990 Town of South Windsor RECEIVED 1540 Sullivan Ave. AUG 9 IM So. Windsor, CT 06074 Att: Marcia A. Banach X WINDSOR PLANNING DEPT# Director of Planning RE : Gerber Scientific Inc. Property at 425 Sullivan Ave. Dear Ms. Banach: As per our recent conversation, we have enclosed a preliminary plan .for review. It is requested a determination be made whether permission can be granted for a building permit to be used by the building department which would allow Gerber to add approximately 2000 sq . ft. to the existing building structure. This appendage would be used for a manufacturing process. This usage does not add additional people or vehicles to the usage of the facility . The structure would be a single story, matching decor with no windows. The foot print will be approximately 33.3 ft. x 60 ft. (2000 sq. ft . ) The existing structure is 242 .17 ft. or 403 .56 ft. or 97, 730. 12 sq. ft. The 2000 sq. ft . addition permits a building foot print of 99730 sq. ft. Your discussion with the P & Z chairperson and others for a response will be appreciated. If further information is required, please advise. Sincerely, STohn L. Decker FACILITIES MANAGER cc: H.J. Gerber G. Gentile R. Maerz R Treacy MOO LETTER OF TRANSMITTAL t0 s�,< p r C � PLANNING DEPARTMENT _ TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. °soa-co�'� SOUTH WINDSOR, CT 06074r f � (203) 644-2511 Date d M a ICA TO: OR i WE ARE SENDING YOU: ED P&Z initial plans Q Drainage comps P&Z final plans Bond estimate requests O Inland Wetlands plans O Bond reduction requests 0 Final plans for filing 0 Change order form O Other Correspondence Copies App. No. Project THESE ARE TRANSMITTED as checked below: For review and comment O For your file O For your use Returned with revisions LO As requested 0 Other PLEASE RETURN/COMMENT BY: S CO ENTS: Z a' 0 v (� 1>11 1-24 5 D "--e 41-A� pie A Copy to: From: -A4 t M N t,( fq 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 •ca�� AREA CODE 203/644-2511 August 23, 1990 Mr. John L. Decker Facilities Manager Gerber Scientific, Inc. P.O. Box 305 Hartford, CT 06141-0305 Dear Mr. Decker: Re: Gerber Scientific, Inc. , Proposed Addition at 425 Sullivan Avenue I am pleased to advise you that Marshall Montana, Vice Chairman of the Planning and Zoning Commission, in the absence of the Chairman, has indicated that PZC approval is not required for your proposed 20001 square foot building addition. This waiver of PZC approval is based upon the building description in your letter dated August 7, 1990, and the preliminary plan submitted with your letter. Our Engineering Department does not have any concerns regarding your proposed building addition. Your next step is to coordinate with John Collins, Chief Building Official, to meet his requirements for building plan submission. An as built drawing which includes the new addition must be submitted prior to issuance of a Certificate of Occupancy. If we can be of further assistance, please do not hesitate to contact me. Very truly yours, Marcia Banach Director of Planning MB/nh cc: J. Shemo, Economic Development Coordinator J. Collins, Chief Building Official J. Iazzetta, Town Engineer M. Gantick, Director of Public Works E. Bell ville, Assessor 4 Jim a 44 4 Y 3 . u 1540 SULLIVAN AVENUE, • SQU7, H WINDSOR. CONN. 06074 AREA CODE 203/644-2511 September 11, 1990 Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At th September 10, 1990 meeting of the Inland Wetlands Ag ncy/Conservation Commission, it was voted to release the following bonds: Application #381, Abbe Road Estates in the amount of $10,000.00. Application #89-33P, Atlas Oil/Oakland Road- in the amount of $5,000.00. Application #89-18P, Capitol Steel in the amount of $5,000.00. Application #87-487, Covensky Industrial Building in the amount of $3,000 .00 Application #294, Evan's Crossing in the amount of $15,000.00. Application #89-30P, Franklin Distributors in the amount of $5,000.00. Applicatio(#89-27P, Gerber Scientific in the amount of $10,000.00 Application #88-45P, RF Brick in the amount of $5,000.00. Application #87-396, Reliable Refuse in the amount of $2,500.00. Application #89-37P, Savings Bank of Manchester in the amount of $2,000.00 Application #373, Terlizzi, Lot 6 & Subdivision in the amount of $10,000.00. Application #379, Tri-State Laundries in th amount of $5,000. 00. Application #88-107P, Vintage Homes (Foster - 2 lots) in the amount of $2,000.00 . Application #88-31P, Waldo Brothers in the amount of $5,000 . 00 . Application #89-78P, Gelco Space in the amount of $6,000. 00. Application #405, Knoek Hardware in the amount of $2,000.00. Application #208, Quality Electric in the amount of $2,500 . 00. Press Services in the amount of $2,000.00. Application #89-74P, Boat Works Marine Storage in the amount of $5,000.00. `LQ,y truly yours, Jf es A. Lombardi Chairman Inland Wetlands Agency/Conserva ion Commission JAL/pmm cc: Marcia A. Banach, Director of Plannin I/ g Jerry Iazzetta, Town Engineer Michele Lipe, Ass't Planner/Analyst t� rn O a TO�IT 0-)C SaUA V&U&0�t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4f~°SOR•c0 AREA CODE 203/644-2511 Y 10 Oct. 1990 Mr. Dory MacKennin Gerber Scientific 151 Batson Drive Manchester, CT 06040 Dear Mr. MacKennin: re: Gerber Scientific $10,000 IWA/CC Bond This is to advise that the Planning and Zoning Commission voted on 11 September 1990 to release the IWA/CC Bond. 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. 251. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Marshall Montana Chairman cc: M. Banach, Director of Planning Undo Bolick Facilities Manager Gerbe r Scientific Products oedw ScientHlc Products,Inc. 151 Batson Drive .L� Manchester,Connecticut 06040 U.S.A. Telephone 203/643-1515 Telex:643888 GSP MANH Fax 203/643-5059 A Gerber Scientific Company Orlando Annuili RECEIVED and Sons, Inc. 147 Hale Road, P.O. Box 669 Manchester, CT 06040 Tel. (203) 644-2427 SD. WINDSOR PLANNING DEPT, September 11, 1991 Ms. Michelle Lite Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Michelle: We would like a final landscape inspection at 571 Nutmeg Road North, Gerber Scientific Products, so the bond can be released. Thank you. Very truly yours, ORL 0 ULLI AND SONS, INC. L Ann li President LA/eg C i t� T19Wn OPs ?V&U14kA 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ��osoR.CO AREA CODE 203/644-2511 September 26, 1991 Mr. John Decker Gerber Scientific 83 Gerber Road West South Windsor, CT 06074 Dear Mr. Decker: Re: Gerber Scientific Addition - 571 Nutmeg Road North $5,000 Landscaping Bond This is to advise that the Planning and Zoning Commission voted on September 24, 1991 to release the above-referenced bond. As requested, I have enclosed the original bond. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman cc: M. Banach, Director of Planning PZC File O � ca C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ~°soR•co�' AREA CODE 203/644-2511 October 4, 1991 Mr. John Decker Gerber Scientific 83 Gerber Road West South Windsor, CT 06074 Dear Mr. Decker: Re: Gerber Scientific - $5,000 Bond for Drainage Pipe This is to advise that the Planning and Zoning Commission has released the above-referenced bond required for the installation of drainage pipe off of So. Satellite Road. As requested, the bond has been returned. Very truly yours, PLANNING AND ZONING COMMISSION 9tt'v'UC - a_t� Louise C. Evans ( � Chairman cc: M. Banach, Director of Planning PZC File ..:ILI:I5/1744 �P$RMIT BOND N Is* ER.SCIENTIFIC PRODUCTS, INC., 151 BATSON DR, MANCHESTER, CT 06040 z , nd3 THE AMERICAN INSURANCE COMPANY a NEW JERSEY Corporation rincipal office at 38 Security Dr, Avon, CT , as Surety, are held and y_bound unto TOWN OF SOUTH WINDSOR _ R �AS= Of FIVE THOUSAND AND NO/100THS------------- DOLLARS ($ 5,000.00 ), he",payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, successors and assigns, jointly and severally, firmly by these presents. _ a . SIGNED, SEALED AND DATED this 18TH day of JULY 19 89 v� The .Condition of this obligation is such, that Whereas Principal is desirous of obtaining a permit from TOWN OF SOUTH WINDSOR I to LANDSCAPE AT 571 NUTMEG ROAD NORTH in TOWN OF SOUTH WINDSOR for the terms of twelve months or any shorter period commencing on the 17TH day of JULY , 19 89 , and ending on the 12TH day of JUKE 19 90 =' NOV, THEREFORE, if Principal shall., during the aforesaid term, faithfully observe and honestly comply with such Ordinances, Rules and Regulations, and any Amendments thereto, as require the execution of this bond, then this � obligation -shall become void and of no effect, otherwise to be and remain in full force and virtue. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. GERBER 7EN IC PRODUCTS, INC. By: P r cipal E RICAN INSURANCE COMPANY Surety. L)J r � - Q lac, BY �h Witness — ELIZABETH A. RUSS L,.�lttoxney-in-Fact ^'I I RI In r MIT IR11111 AI RI @II pill in IF RI IIImI IIRI 14.