Loading...
HomeMy WebLinkAboutSite Plan of Development (69) TOWN OF �OUTH WINDSOR PLANNING&ZONING COMMISSION n v+a s APPLICATION FORM ly Application No: U-/� Official Receipt Date: Receipt No: c$c�a Ala;? Cem�,,A APPLICANT: G!J/L.G/A iQ /yo.C>f�itJ .�� ���G� �''S-t-�u•=E-u'�� Oct ADDRESS: AaAAO oe OWNER OF RECORD ON LAND RECORDS: ✓��/�� /�S /0i©Ue. 4.0'7— ADDRESS: COMPLETE LOCATION OF PROPERTY: 4lvo�PEc. A0,4,0 . ASSESSOR'S MAP # l3 PARCEL # ZONE NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: �"� �itJSTl2yc17�� �.y�.✓� /-'�d6-sz3-�7a8 THIS APPLICATION IS FOR: (Check all that a �r PP1Y)� F�9X (ao3) �g3_7as�s ❑ Zone Change to (Public 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 Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. gnature of Applicant Signature of Pr } Add- t- m L lk. 0 (See reverse side for additional information) APR 24 M SGUT11 t INDSOR PIANI MIS DEPT, South • • Planning Department Memo To: Richard Greenalch From: Michele R.Lipe,AICP,Assistant Director of Planning Date: 05/11/00 Re: Central Products Site Plan Enclosed are general staff comments from the various departments, as well as specific Planning Department review comments. Engineering were sent previously. Please submit seven complete sets of revised plans (including landscaping and architectural elevations, survey sheets, etc.) incorporating appropriate modifications, well in advance of the scheduled hearing date of May 23,so that staff will have time to review revisions. Please do not hesitate to contact me if you have any questions.We would be glad to meet with you to review our comments. 0 Page 1 Central Product Site Plan Planning Comments ♦ Data Block should reflect the I-291 Corridor Development Zone and the requirements ♦ Zoning setback lines should be shown on the plans ♦ A 50' Buffer line must be shown along the property boundaries which abut the residential zone (MF-AA); the zoning setback is shown in addition to the buffer. ♦ A Landscape Plan must be submitted by a Landscape architect - the planted buffer must meet the requirements of Section 10.4 in the zoning regulations (attached), including the required cross-sections. ♦ Architecture and Design Review comments must be incorporated— colors of the building should be indicated on the building elevation General Comments The size of the parking spaces should be indicated on the plans Title blocks should be completed to include telephone numbers Any free-standing signage proposed should be submitted with the plans A-2 certification and P.E./L.S. seals and signatures are required Water Pollution Control Authority is required. TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT �//LG PROJECT NAME This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check.mark for each item supplied. 1. On each sheet for plans or maps, title block with the following P g information: a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. ✓ d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. c. Layout of streets. y d. Surrounding property boundaries-within 500 feet. e. Names of abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest Intersection street. i 3. Architectural Elevations: See attached checklist for Architecture and Design / Review.. y 4. Plot Plan: A lay out map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose. f. Names of abutting property owners. g. Monuments will be indicated at comers and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. seals and signatures. 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. v d. Existing and proposed water and-all existing utilities. e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. f. Existingand pm posed contours shall be shown i p p n not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. g . Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. i. Connections of all springs into proposed stone drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 &T 2 Certification; P.E./L.S. seals and signatures. 6. Landscaping plan: 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. p 8. Traffic Report: 9. Plans nd Profiles: A plan and profile of the proposed streets drawn on plan/pr file paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically n sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated b stations with the profile. Y b. Street plan sh wing roadways, drainage, sanitary sewer (including house sewer), founda n drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. c. Sight line at driveway$C street intersections. d. Profile of roadway showirig existing and finished grades. Roadway profile will show all tangent grade"and all vertical curve information. e. Profile will show all catch bast and all drainage lines between catch basins with all invert and top o me elevations, sizes, lengths and slopes of pipes. r' 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. 10. Open Space Site Improvement Plans. • For sites which require or incl ude 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. PLAN PREPARER (P.E./L.S.) DATE June 23, 1998 f � CENTRAL PRODUCTS SITE PLAN DRAFT 1. Application for site plan approval for a commercial/industrial building, approximately 8,000 square feet(6,500 sq ft warehouse and 1,500 sq ft o ), for property located on the southerly side of Chapel Road, easterly of Route 5, I-291 Corridor Development zone. Site size is 1.5 ac. Proposed impervious coverage is 44%; 65% allowed. This site was recently rezoned from RC to I-291 Corridor Development. 2. The I-291 Corridor zone is intended to be a high-quality zone. General concepts in the zone include: ♦ That all development exhibit a high standard of quality in construction detail, materials and appearance; and ♦ That site planning is an essential criterion...Sites developed under this zone are intended to be carefully planned, both within the site's own boundaries and in relation to surrounding properties and the entire I-291 Corridor Development Zone. Site appearance concepts note that"Development proposals for the I-291 Corridor Development Zone will be reviewed for appearance and compatibility. While creative design approaches are encouraged, quality in levels of detail, material selections, and functional adequacy will be expected. 3. There are 13 parking spaces required based on the uses in the building; 16 spaces have been provided. There are 2 loading spaces on the west side of the building and one in the rear of the building. The 1-291 zone off-street parking regulations state that, "Front yard parking, as the dominant parking area, will be considered for commercial and service-oriented developments only. Side and rear yard parking are encouraged for all business and industrial uses." Central Products is a retail sales facility and warehouse for safety products. 4. There are no regulated wetlands on the site; however the applicant is proposing to disturb over 20,000 sq ft requiring conservation approval. The IWA/CC approved this application on 5/17/00 with a $2000 bond. 5. The building will be served by public water and public sewer. WPCA approval is required. 6. 7. A portion of this property is across from the Chapel Hill Condominiums and is subject to a buffer requirement. The applicant has provided a buffer detail and cross- section. 8. Architecture and Design Review Committee reviewed the plans on May 4. The ADRC had the following comments: • Mechanical equipment must be located on the ground and screened; • Landscaping is required to break up the ease side of the fagade; • Evergreens in the buffer area are to be a mix—i.e. Austrian or white pines; spruce etc.; • Suggest a"wainscote"wall along the glass area rather than having glass to the bottom; • Suggest additional street trees and low shrubs to help soften the streetscape, and plant azaleas in the 5' planting strip between the parking lot and the property line; and • Suggest changing the color of the building to a shell gray and the dryvit to a birch-white equivalent. It appears that all of ADRC's recommendations were incorporated into the plans with the exception of a mix of evergreen tree types in the buffer area. 9. If this application is approved, the planning department requests that the topographic map reflect the proposed landscaping berm; and that the evergreen trees in the buffer be a mix of types. Planning and Zoning Commission Town of South Windsor 17,_1999 1540 Sullivan Avenue South Windsor, CT 06074 M Gentlemen: We are waiting on behalf of central Products who are contemplating pure e known as(Assessor's Lot 8) Chapel Street, South Windsor(see attached sheet), for the purpose of relocating their business from East Hartford They are planning to build a 10,000 to 12,000 square foot building of which approximately 20%will be sales disp�' retail counter, and offices. The balance would be a warehouse. The y propose two loading docks and no outside storage. Their business is primarily retail sales to industrial and construction irsafety and related supplies. Although there are some over the counter sales, most of theirpresfent business lies in the distribution of their products. At the suggestion of the town Planning the Plannin and Zo ' Departine we are requesting a de ation by g zoning Commission whether this or a smular use meets the zoning muirements of a RC Dianct or, atternatively, whether this parcel could be,changed to a GC Commercial Zone. Including this matter on the agenda of your nexxt meeting on Tuesday most appreciated May..Sth would be Sincerely, Richard h. Creenalch, P.E. R i 1 1 i aur�Er� Pacesetter Construction Corporation, 7 Business Park Drive, Branford. Connnrtirrjt nsena 19MI eno T + RICHARD K. GREENALCH, P.E. CONSULTING ENGINEER ��✓�j, ; �� ram-2D o v �•¢� ��,Cavovcr� eY� �li� 4Z, c is 28 YOWAGO AVENUE BRANFORD, CONNECTICUT 06405 • (203) 488-5276 (203) 483-8209 -.20-00 _-_----------------------------- -- SST hoc ------------- ------------ --- -- -- zo -- ----- ------- 1 114- Ili Ole 23, Z6o X'i,o X�5=8 ----------------------------------- ------------------- --- -- 254 T i X � fZX � Z I T ------------------- ------------- ----- ---------------------- 2 _- .tee - ,------- -------- ----- 0 - ---- T//iht' �9i�✓r9-tt T�a^s c.. ���L �G'Sf ,2E�i,�Jj �v14/c,9.d Lt� Exrpss -- .�asi RA��✓F.fl� _. /A'GStPS ---- -�/Z 3. --- - - --3 9 11410 -2.-$- 2. - yw8o _ /7!0 2 ----- -- =-- ' = -- -14`2 7s - -- -� - / 7 -_ 2. s5 4- 9 515- MEMORANDUM To: Marcia A. Banach, Director of Plannin From: Jerry C. Iazzetta, P.E., Town Engineer Date: April 25, 2000 Re: Central Products Site Plan 00-16P We have reviewed the drawings dated 4-21-00 for the proposed Central Products Site Plan and have the following comments: Site Plan 1. Plan should have seal of Professional Engineer in addition to the signature. 2. Plan should be certified to A-2 and T-2 accuracy and signed and sealed by a licensed surveyor. 3. Sanitary lateral — inverts at building and existing lateral are required, in addition to type of pipe and slope should be shown. 4. Parking spaces and driveway widths not dimensioned. 5. Details are required for storm galleys, storm and sanitary pipe trenches, pavement, curbing, sidewalk and catch basins. 6. WPCA approval is required. Property Survey 1. Plan should be signed and sealed by licensed surveyor. JCl/sfg Applications Central Products.doc S:\ENGINEER\Prof. P&Z Wetland Applic \ 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, John Collins, Bob Deptula, Jerry Iazzetta FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: Location: d v 7 Site Plan O Subdivision No. Acres . �( Zone �I C Industrial 0 Commercial 0 Residential No. Lots/Units Water: Public O Private Well Sewerage: CT Public 0 Septic system(s) Project Description: Future Town-owned property involved? O Yes No 0 new street(s) 0 new detention area 0 new open space/recreation area O active 0 passive Planning Department notes: Please comment by 51 >Z 1y0 and return to the Planning Department. y ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 , ox•co� AREA CODE 860 / 644-2511 ` "r May 31, 2000 AA VFO Mq r 3 Certified #P462498099 souniwiko h, Central Products ` G DFPr�N r Attn: William Morande 40 Pond View Drive Manchester, CT 06357 RE: Appl. #00-16P, Central Products, (Assessor's map #13, parcel #8). Dear Mr. Morande: At the May 17, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-16P - Central Products, Conservation application for the construction of a warehouse facility, drainage structures and associated improvements on Chapel Road (Assessor's map #13, parcel #8), I291-CD zone. 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 May 17, 2005. 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. Central Products May 31, 2000 Page 2 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. Bi-annual inspection and maintenance of the catch basins must be performed. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer RICHARD K. GREENALCH, P.E. CONSULTING ENGINEER GR 42 ollsi z 28 YOWAGO AVENUE • BRANFORD, CONNECTICUT 06405 • (203) 488-5276 (203) 483-8209 PACESETTER CONSTRUCTION CORP. 7 Business Park Drive BRANFORD, CT 06405 (203) 483-8209 800-523-9728 DATE JOB NO. Fax (203) 483-7045 ATTENTION RE: TO /���i � cc�t/ spite �i�tJTi*� li(�/iy�So/r LADIES/GENTLEMEN: WE ARE SENDING YOU ,Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION D /O/Y��,/f+�✓ .Sim•-�O,G9s✓ �it� l�.�r�+�rs- !"` ,o 714,0 ��•� / 37Y :DOE 7lC L�r , THESE ARE TRANSMITTED as checked below: Xor approval ❑ Approved as submitted ❑Resubmit copies for approval XFor your use ❑ Approved as noted ❑ Submit copies for distribution !"" As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Tom- h,�.✓bs�.,� i�� ,�.�.�� J�f��•�� �y �i'ft��.�D�E�LT� .Syie�/C3� ws4S sT.��l�t� �,�r-r�iovsGY �y ,f ��,�►�-moo �S , ��€' �E/�1�i�✓/iY��,.fi�Y.S ��_/3E��✓.S,T-,R,yf�E� .�� .�'�s�'f COPY TO SIGNED: LT-584-2 if enclosures are not as noted, kindly notify us at once. E. PRINTED IN U.S.A. PLANNING DEPARTMENT TRANSMITTAL DATE: W q, b TO: WE ARE SENDING YOU: O PZC initial plans L�rDrainage computations PZC revised plans 0 Bond estimate request 0 PZC Final plans for review O Bond reduction request 0 PZC Final plans for filing 0 Correspondence 0 IWA/CC plans 0 Other NO.OF COPIES APPLICATION NUMBER PROJECT/APPLICANT too " THESE ITEMS ARE TRANSII,IITTED: XFor review and comment - 0 For your files 0 For your use 0 As requested 0 Other s PLEASE RETURN/COMMENT BY: RfCE a, COMMENTS: viv ;7 200� =Pr ga-UP,VVINDS0,7 Copy to: Planning Department- 10/98 MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: June 13, 2000 Re: Central Products Site Plan 00-16P We have reviewed the revised drawings dated 5-22-00 for the proposed Central Products Site Plan and have the following comments: 1. Detail of storm and sanitary trenches are not to town standards. 2. WPCA approval is required. JCl/sfg S:\ENGINEER\Prof.-P&Z Wetland Applications\Central Products\Review June 14.doc South • • Planning Department n : 1 •4� :61 64 :1 �203 - `/ KS emo To: Richard Greenalch From: Michele R. Lipe,AICP,Assistant Director of Planning Date: 06/14/00 Re: Central Products Site Plan One of the Planing and Zoning Commission members stopped by today, dropped off some pictures of industrial type buildings, and asked that we share them with you. I do have the originals here in the office if the fax copies do not come out well. I hope this is helpful with your redesign. Thanks, Michele 0 Page 1 1 FULFILLING • w YOURVIS Designing your client's building is your call.It i rests in your hands. r I At Ceco Building Systems we work closely with architects,providing both Ceco and industry-standard design tools on CD-ROM,a i very comprehensive product manual,even fast ` response to inquiries via the Internet!We take vour"what if's•"and run them through our computers saving your time for other details. 3 I lie vision is yours.Let Ceco help make it , (p fin` •-.. _ Ei^o, ..o2F7j 1 a reahtt! Cooke Douglass Fur Lemons/Ltd ;chic as&la1�incues zL _ klississippi Fairmounds Expo Center Jackson,NIS 9 KBA,Inc.ArchiLCUS St.Elimbedi Seaton School lliilford,OH Ard)RCC U,11 Concepts C:u Sense America Upper uwchlua,PA Ceco Building 14" k Y Slystems WX FOR INMR:IMMION,A PRODUC[ MANUUAND CDAZOM CALL 1-800-4'74-CECO (2326) «N«wceco.mbg.com For information circle 9 BD&C RESEARCH FACILITY Lab cultivates dualobjectives Ecology and By Hugh Cook,Associate Editor Environment'S new When Ecology and Environment Inc.began 35,000-Sq.-fC. to evaluate designs for its new laboratory, it J wanted more than just a first-class research x' focility is bob,, center. The firm also wanted its Analytical p Services Center to mirror the environmen- 1 y tally conscious image of its corporate head- and 9 fser- im&ly quarters and incorporate an inviting interior "" design suitable for both employees and visit - in g clients.The end result of this quest was a 4.3 million,35,000-sq.-ft.facility that more I closet y resembles a single-story elementary school than a state-of-the-art laboratory. Located in Lancaster,N.Y.,the laboratory provides support to the company's worldwide operations. Ecology and Environment per- forms environmental engineering, planning Ecology and Environment's Anal° and consulting for government, commercial Center(ASC),located in Lana and private clients. The company depends more like a rural elementary sc on its lab to provide reliable and accurate advanced laboratory.The entr data for its analyses and recommendations. level atrium that serves as a be In early 1993,with its current lease expir- Photos:Patricia Layman Bazelon/Lauren ing in two years,Ecology and Environment assembled a team of key staff members to ters,was selected to pro, develop the requirements for the new labo- and construction mana ratory. That spring the A/E firm Cannon of facility. Grand Island, N.Y., which had previously To meet the tight designed the company's corporate headquar- designed a facility that c 50/Building Design&Construction May 1996 Press-formed panels create crisp, clean lines T________.—• Press-formed "Verti-Line" panels have a � 90-degree ribbing that creates crisp, ' eel E clean lines different from those of stan- dardWill metal profiles.. The 24-gauge ex- - posed-fastener panels were recently ' used on the Signature Flight Services building in Las Vegas. They provided an economical curtain wall and permitted Standard panels satisfy both budget and design ; field application of the curved wall sec- "Mesa" insulated metal wall panels were used to clad the production offices of ` tions,eliminating the custom curving that Hartzell Propeller in Piqua, Ohio. The panels in the fascia band above the windows I would have been required with compos- follow a large radius that gives the building a circular appearance.The radius was ac- ite panels. Custom Panel Industrim complished without any special field modification to the panels. This enabled the Circle 284 project to remain within both the budget and the design criteria. . Met)--Span. Circle 281 I u� ....._..._......_._..._.-..............._._._..__._..._....._...._._......................._..................._._.._.........._.._.........................._............_..._......._........................._................_......._.._.._._._.._........ , New metal walls form envelope around store J I A 5,300-sq.-ft. hardware store in Yu- 1 caipa, Calif., was enlarged to 12,000 i I square feet by enclosing and extending 1 the original stucco and glass building us- W `x I ing metal panels. Three tiers of profiled 1 I metal panels project out four inches be- yond the tier beneath,creating a banding ' ........................._........._...... _..__.._.__—.__._..._.._.._ j F effect that adds texture and depth to the facade.The effect is further enhanced by I the use of three different earth-tone col- i ors, by alternating the panel direction (vertical, then horizontal, then vertical again)and by the use of curved mansard a Versatile panels chosen for ; panels at the top level. The mansard office building ' panels were curved by Curveline Inc. Curveline. Circle 282 A three-story office building in White Plains, N.Y., is clad in Alucobond materi- al, which consists of two sheets of alu- minum with a thermoplastic core. It was chosen because of its high degree of de- sign flexibility.It can be easily curved and -= 4 fabricated to achieve design objectives. Alusuisse Composites. Circle 283 .........._........_._....._._........._................................._-..........__..__.._........._._..................._. .-...._........_......_......................_...._........................._............................_.................................... Insulated panels improve Silver panels make high-tech ; building's looks and thermal statement performance Q The renovation of an office/warehouse in 0- The White Oak Semiconductor building I Beloit, Wis., included the application of F in Sandston, Va., features a curtain wall 50,000 square feet of 2-in.-thick insulat- j of horizontally applied profiled aluminum ed metal panels in a horizontal aPP lica- P panels and ultra-flat "Reynobond" alu- tion. In addition, 15,000 square feet of 4- �� �� _ minum composite material. The bright in.-thick panels were also used:in red for silver metallic panels make a distinctive horizontal trim and in white for vertical design statement that reflects the build- 1 application to provide the look of a raised �,.. ing's high-tech function. Using the 1.75- column. The "AW-300" panel is a cost- in.-deep V-beam panels in a horizontal effective wall system that provides good configuration provided a dynamic archi- looks and effective thermal insulation. tectural feature.Reynolds. Circle 285 Aluma Shield. Circle 288 October 1998 • BUILDING DESIGN & CONSTRUCTION 89 • Panel Creative Design Monumental impact through the use of Panel Mullion 450 in unbroken vertical spans of twenty-four feet. 4; III x 1 V S` 41 a' , ��� -'lG'• - fr 1� .Ni^ gip`• i N �1 a ,� 7�W'vN.�.'7s.J;% l�• ;�,,:...�a�:.Y"..-.--{�.K.a, � '*'i"rr a n. ��° n,}K - 15 M J M..•wjy"'1!`.. vz7' x.rew..c...rw.�.L';'%fi76H^�`u'.J .+X. 'f ,:•'i.• ."ti,, may,. KAWN EER Four PanelMullion Creative Design A broad expanse of Panel Mullion 450 emphasized by a palisade of aluminum battens. ?44 r f •Ke fir..., r. r Y �. ` x J .. ^�y�["'^�f`^""t' o«1:+5b1��` �trK KAWNEERT ree • Pan M e u114ion Creative Design A bold facade of masonry accented by a subtle background of Panel Mullion 450 and glass. Y �r r i >~-''` I'I- f ,• �'`'� i ?' t ':ri i4yf 'rt . I 0 ,M•� 1 i 3_ s y. fW777- a Or ,�; x .:} a _L gyp+► .. f+e_ e y is y4.,.. ••� .:� .: c�_•. � ...I;L.-�',���.•�� .' r' �ki.��`.� f ..xws w r qw ,� �' MI ��� j,J �Jam•.. �. r���. .�:LI { 9Y eat Z l wtf .. .4 Aw+l��»,�t,b�•A.�."L'8..�•rt.?1r..^,.y^"°'*P.`"^ rr a•r i -_... ry .. ' .......u+._. � sue. h•+..•,•...•.'..•......,�.:..., ...,,�..:._�.. ...•,.., _....,:..,.._ KAWNEER_TWo • Panel CreativeDesign A diversity of glass area treatments glazed directly into versatile Panel Mullion 450. VF �yJ i y . ...,«.n •T � .. ������Py�"1 a �.��a t ���*�, .. .. KAWN EER SiX • PanelMullion Creative Design The rich anodic bronze surface of Panel Mullion 450 complements the rough textures surrounding the entrance area. All XA '�+�:kS n > •"q��•t 1: � .;� #4�j, "'ay �. 'S�•y', •1��V�'{�r11�` .ty. kit lit ,h li • KAWNEER Fil le • PanelMullion Creative Design An interesting blend of Panel Mullion 450 combined with Silica Bond coated shadowform and open expanses of glass. y��.1 j��� / .` �•r� �V� it 7 . +. °"" (, .'�:• `� : ;,,;�v,1r }� r K+-•--"'fly,-•. ..w � •r _ M .'t'•'n:"""�.._._..�•' •-++�a�•� �. ,+_r<ur..ws,�.�.�sc+w� yr/ 1.1,Til.��„ 'r°Frq'f.. - .. ., ... ^ ...., 11M� ntxl.ra..�..�i M'^as► a•a a.w."/Vy•w+wY.a... ..�.,,,,iC��!1 "�,�'+••�!` 'r.. �.it1' r"'F.�.�'. ...... KAWNEEROn e IL �` jj • 1 i a_r,.,.r" iltfK,li a'+i+A�4d•4 .+ `..'.-..:......:.....:„-,.;."»i%'/.N+'+4N/ f i ' f �SOwM SF,`� C � y ` Town afe SOU& V&Id4iat 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 CERTIFIED MAIL June 28,2000 William Morande, Sr. 40 Pond View Drive Manchester, CT 06040 Dear Mr. Morande: Re: Appl#00-16P, Central Products Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on June 20,2000 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of an 8,000 sq. ft. commercial/industrial building on property located on the southerly side of Chapel Rd., easterly of Rte. 5, I-291 CD zone as shown on plans prepared by Richard K. Greenalch,P.E.,Job No.SW-20, dated 4/21/00 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. A landscape bond in the amount of$2,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. t 8. WPCA approval is required. z t 9. The building street number must be placed on the final plan. 10. Topographic map must reflect the proposed landscaping berm. 11. Evergreen trees in the buffer must include a mix of types 12. Storm and sanitary trench details must conform to Town standards. 13. Split rib block will be used as shown on the revised architectural elevations. Black and white transparent mylars of Sheet#1 of 1 (survey) and 1 of 1 (site plan) and 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. Sincerely, • 9, a414� Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlw cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Richard Greenalch i PLANNING DEPARTMENT TRANSMITTAL DATE: TO: WE ARE SENDING YOU: O PZC initial plans O Drainage computations O PZC revised plans O Bond estimate request PZC Final plans for review O Bond reduction request O PZC Final plans for filing O Correspondence O IWA/CC plans O Other NO.OF COPIES APPLICATION NUMBER PROJEMAPPLICANT THESE ITEMS ARE TRANSMITTED: bFor review and comment - O For your files /`O For your use O As requested O Other f - o PLEASE RETURN/COMMENT BY: COMMENTS: -7h7 I ` x 00 •oFaT. 9 Copy to: From: Planning Department- 10/98 g0WN a t ° T-awn, 0-P siou�2 a w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 e-CO AREA CODE 203/644-2511 -July 17,2000 Mr. Richard Greenalch,P.E. Pacesetter Construction Corp. 7 Business Park Drive Branford,CT 06405 RE: Central Products Chapel Road SOUTH WINDSOR,CT Dear Mr. Greenalch: The South Windsor Water Pollution Control Authority,at its special meeting of July 11, 2000,gave approval for the connection to the Town's sewerage system of a commercial building at Chapel Road,as more specifically shown on plan entitled "Site Plan-Proposed Building for Central Products -Chapel Road-South Windsor-Conn."prepared by Pacesetter Construction Corp.,Sheet No. 1 dated 4-21-00, revised 5-22-00 and 6-26-00,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. This approval letter must be superimposed on the final approval plans. Very truly yours, ndso ,Chairman Water Pollution Control Authority ' TH:rt ' .\ cc: Matthew Galligan,Town Manager 1 Michael J. Gantick,Director of Pi blic Works i 'AUG 14 2000 Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning soun+wINoson FP:G G P7. John Collins,Chief Building Inspector William R. Morande,Owner Y �towN Sf,t� D TO'Wn o�SOULO� C � s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oR•co��� AREA CODE 860 /644-2511 July 24,2000 , William Morande,'Sr. 40 Pond.View Drive Manchester, CT 06040 Dear Mr. Morande: Re:Preconstruction Meeting—Appl 00-16P, Central Products Site Plan IN ATTENDANCE See attached sheet The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control me ures are to be in place prior to earth moving_werations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 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 on to Chapel Rd. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. 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 with inspections and testing per Developers Checklist requested 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. Preparation of subbase, six(6) inch lifts e. Placement of bituminous concrete, two(2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. 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. 7. 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. 8. Any problems and/or questions regarding construction of this project will be directed to Joseph Lepre in the field at phone#203-214-9849. 9. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 10. Job meetings will be held as needed, and can be called by the developer or Town. 11 Forty-eight(48)hours' notice needed for certificate of occupancy inspection. 12. 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. 13. Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 14. No paving after October 15 or before April 15 without written approval from Director of Public Works. 15. Street excavation permit and drain layer permits are required. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting a of the remaining items shown on the landscaping plan. 2. A landscaping bond in the amount of$2,000 is to be placed and an Inland Wetland/Conservation bond in the amount of$2,000 to be placed. 3. Mylars are to be filed prior to issuance of building permits. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. 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. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Doartm__ent 1. -Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe,AICP Assistant Director of Planning MRL/dlw cc: Jerry C. Iazzetta, Town Engineer Karl Reichle,Public Works Mel Stead,Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P 08/02/2000 14:17 8606447280 SOUTH WINDSOR HAUL VIM : r TOWN OF SOUTH WINDSOR STAVE SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON '5004 phone No. (0 Address - Site Name P&Z No. oo- 10 Owner 11)``�hk4*L-R, {Y ova* de , S? Phone No. Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Require ) Di,r. Of Planning bate: Town Engineer Date: Dix, of Public Work Date: Other: Date: STAFF COMMBNTS: White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department r!jy�A 13 At pol r � n �+lit, 6 6xv Waal. S is ucr rA j