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HomeMy WebLinkAboutSITE PLAN (52) 'm PLANNING AND ZONING COMMISSION- ' APPLICATION FORM Application No. : Da Received: 67 a 2 35-5 C;FP �r 19aa ct by: eceFp No. : South Windsor APPLICANT: Pianning & Zoning CommiSsio' , �/� A,� ADDRESS : W M, ,nC TELEPHONE: •N OWNER OF RECORD ON LAND RECORDS: fle �eldCt, + ,)S_,{Y ,\-Ivja ADDRESS: � d c�� ��C � h C� QS�' COMPLETE LOCATION OF PROPERTY: chlwd P0 �_ �;()0 t� 4, Lso ZONE: NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: b S O r u;.Jc a TELEPHONE: THIS APPLICATION IS FOR: (Check one of the following) 1 . Zone Change to (Public Hearing required) . 2. Subdivision. r 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. Special Exception to Article (Public Hearing Required) . 6. Site Plan of Develo pment. 7. Earth Filling [Section 101 and/or Earth Removal [Section 91 (Public Hearing Required) . 8. General Plan of Development . 9. Regulation Amendment : Zoning Subdivision _10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED. BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST. G' Appl ant 0Owner PLANNING AND ZONING COMMISSION APPLICATION, CONT' D. TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission . 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3 . Three (3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans m= be submitted as complete plans -- which includes application plus all required information contained on checklist. No plans will be accepted at the counter if checklist is incomplete. It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in onepackage at the time of submission -- including landscaping plans, architectural elevations, traffic report , etc . Planning Department staff will not accept checklists with blank spaces, or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our, Zoning/Subdivision Regulations . 5 . All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6 . Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . CHECKLIST REQUIRED INFORMATION SITE PLANS This checklist must be signed by plan preparer (P.E. /L.S . ) declaring that all required information is provided. Items 1-7 are requir d for all applications ; items 8-11 required where appropriate. Check mark for each item supplies. 1. On each sheet for plans or maps, title block with the following information: a. Name , address and telephone of applicant . _ b. Name, address and telephone number of Land Sury yor or Professional Engineer . c. Name of Development. d. Date when drawings were made. 2. Rey Map : An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps . 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 . Layout of buildings ,i c. Layout of streets and parking . d. Lines indicating proposed drainage system with direction arrows. ✓� e. Lines indicating sanitary sewer system with direction arrows. Names of surrounding property owners. g. Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties . 3. Architectural Elevations : Plans of the proposed buildings drawn to a scale of 1/8" = 1 ' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling . Architect' s seal on elevations for buildings in excess of 5000 square feet (per CGS Chapter 390) . Page 2 (Site Plans) 4. Plot Plan : A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: ( 1) 24" X 36" with a 3/4" ruled margin ; (2) 18" X 24" with a 1/2" ruled margin , containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line stations , 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, notinggrantors , grantees , and purpose. 8 8 f. Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points , or other coordinated points , the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P .E. /L.S . Seal. 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches , including ruled margins shall in addition to the requirements of the plot plans show the following: 01100/ a. All existing and proposed buildings. i/ b. Curb lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and gas main systems . e. Present wooded area indicated by foliage lines . Any individual trees to be saved should be shown. f. Existing and proposed contours shall be shown in not less than two-foot intervals , but in cases of r latively 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 � 8 drainage system, showing all catch Y basins, endwalls, manholes , lengths and sizes of pipes. (Minimum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches . ) ✓ i. Connections of all springs into proposed storm drainage system as needed. J . Location and indications of existing brook channels, and 100-year flood limits. k. A-2 Certification; P.E. /L.S, Seal. 6. Landscaping plan. 7. Drainage calculations - Zero Runoff Increase per attached guidelines . . 8. Traffic report. _ 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: _ a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways and drainage. c. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. _ e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage lines will be shown and described as to material . _ f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. M tropolitan District Commission datum shall be used on all sites accessible to these controls . The Town Engineer shall , based on standard ngineering practices, determine the accessibility of these controls. i aCDe 1 tLe L Lair _ h. Profiles shall show all sanitary sewer lines and manholes , including elevations , 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 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; the report should deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions , ledge rock, and general nature of soil . d. General description of type of development contemplated . _ e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc . f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. Map of general area with locations of all tests shown on proposed layout . h. Flood heights of any nearby streams, brooks, or rivers . _ i. Test results and engineering evaluation per Section 4. 13. 5. All information required above is included in this application at the time of submission. 9)-VjV PLAN P A November , 1987 PLANNING DEPARTMMIT IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Mar Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zon -4- Acreage 33 v Subdivision Site Plan Residential No. of Lots/units Commercial Industrial_ Location: Project Description: ,�11 a tV 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 Please let me know by ��� if you will have comm nts on this application so that I can follow up with your department wh n I do a Planning Departm nt r port. Iq 611L �� PLANNING DEPARTMENT IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zone _T- Acreage 33 3. l Subdivision Site Plan ,x Residential No. of Lots/units Commercial Industrial_ Location: - &UZI Project Description: ,ark? J1 VLe-A- 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 Please let me know by JOAT/' if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. • r y r 7-own � ? • . s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �f~�soR•co �� AREA CODE 203/644-2511 N November 1, 1988 Mr. Thomas Young 317 Chapel Road South Windsor, CT 06074 Re: Application #88-88, Eastern Roofing Site Plan Dear Mr. Young: Attached is a py of comments from the Planning and Engineering Departments rearding the above-referenced application. Please make the necessary revisions to the plans and submit 6 complete sets (including architectural elevations, landscaping plans, etc . ) to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. x Very truly yours, Marcia A. Banach Director of Planning cc: Town Engineer II , ;r Eastern Roofing Site Plan - Planning Dept. Comments : 1. A-2 Certification required 2. Dumpster pad to be concrete, & screened (plantings or fence screening) i (Jf(7Jf, v V co 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f�os0R-co AREA CODE 203/644-2511 ME M OR AND U M November 16, 1988 TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works RE: Eastern Roofing Engineering Review Please find enclosed the SEA engineering review for the subject application. Should you have any questions, please contact me. MJG/jsv cc: Engineering Department PZC Correspondence SEA C nsultants Inc. October 28, 1988 Engineers/Architects Principals Mr. Michael J. Gantick, P.E. Arnold B Goldstein,P.E. Director of Public Works Frederick G.Aufiero,P.E. Robert M.Brandon,A LA Town of South Windsor Stephen H.Geribo,P.E. 1540 Sullivan Avenue David T.Goodemote,PE. South Windsor, CT 06074 Bruce E.Soule,P.E. Kenneth M.Stewart,PE. Anthony J.Zuena,P.E. Re: Eastern Roofing Associates Job No. 88126.45 Steven L.Bernstein,P.E. Task Order No. 45 Paul F.Gabriel,RE Mark Gould,P.E. Joseph A.Murphy,P.E. Dear Mr.. Gantick Michael S.Schultz,P.E. Paul C.Showstead,P.E. As requested, S E A Consultants Inc. has reviewed the Arthur A.Spruch,RE. following for the above referenced project: Paul C.Ross,RE Sheet No. Title Prepared By Date 1 of 1 Key Map Lawrence Associates 9/21/88 Site Plan Details Storm Water TMR Land Planner 9/22/88 Analysis This information was reviewed for compliance with the Town of South Windsor Subdivision and Zoning Regulations dated July 24, 1972 and standard engineering practice. We note the following: Section 4.13.2.1 KEY MAP c. Layout of parking should be indicated. d. Lines indicating the proposed drainage system with direction arrows should be shown. e. Lines indicating sanitary sewer system with direction arrows. f. Names of abutting property owners should be provided. Section 4.13.2.2 ARCHITECTURAL ELEVATIONS 850 Silas Deane Highway Architectural plans and elevations have not been Wethersfield,CT 06109-3412 submitted, and are therefore not part of this review. (203)721-7993 Section 4.13.2.3 PLOT PLAN 485 Massachusetts Avenue Cambridge,MA 02139-4018 (617)497-7800 a. Bearings of all boundary lines and acreage of the site 1537 Main Street should be indicated. Springfield,MA 01103-1420 (413)731-9662 d. Proposed signs and exterior lighting should be Citicorp Park West provided on the plan. 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 t 1 S E A Consultants Inc. Engine m/Architects Mr. Michael J. Gantick, P.E. October 28, 1988 Page Two i. This map shall be entitled "Plot Plan" . Section 4.13.2.4 TOPOGRAPHIC MAP a. All existing and proposed buildings should be shown. A building appears on the Key Map along the southern boundary of the lot, although the structure does not appear on the Topographic Map. b. Curb lines, pavement widths, and radii should be indicated on the map. Y C. Existing and proposed sanitary sewers should be shown. j . Location of 100-year flood limits should be shown, if applicable. Section 4.13.6 CONSERVATION PLAN Soil classifications and boundaries should be provided on the plan. GENERAL COMMENTS 1. The outlet for exiting storm drain #54 should be clarified. It appears to end at the property line along Chapel Road on the Topographic Map. 2. The proposed storm drainage system has been analyzed for only a 10-year storm. In addition, the Town requires analyses of 2, 25, 50, and 100 year storm frequencies. 3. A construction sequence should be provided. 4. The detail of the proposed flow diffusor should include gravel depths. 5. A minimum depth of cover should be designated on the leaching trench detail. 6. The storm drainage calculations submitted should be clarified. The information presented is unclear and should contain a brief narrative summarizing discharges during pre- and post-development conditions. If you have any questions, please do not hesitate to call me. Very truly yours, C!Fonsultan s ohnT. Holland T -MR associates 06 CONNECTICUT BOULEVARD EAST HARTFORD. CT 06108 (202) - 280-6582. CIVIL ENGINEERING • PLANNING • LANDSCAPE ARCHITECTURE PrERMEABILITY hl y, ,� �hl:h lxL l 2 = 'Z k= _ � � i y�9 ft min Time = t 4,P Time » +h2 ) �` ft;day h = 1 h2 _ k ft/]ruin Time= ft/day. L = hi = h2 = k ft/imin Time = L ft/day = hl = h2 - k Ft/min Time= - ft/day L = hl - h2 = Time = k ft/min ft/day. hl = h2 - k ft min Time= .. ft/day L = hl = h2 - Time - k __ ft min _ ft/day L hl - _ 1 h2 .k . . Time - ft/rein L ft/day = - ....._..._��. 7til / - Z 7 -7r ' /;<0 7 J ; t-�-- c cc. I � i4S TMR a sso c i a t e s oq CONNECTICUT BOULEVARD EAST HARTFORD. CT 06108 (202) 260-6592 CIVIL ENGINEERING • PLANNING LANDSCAPE ARCHITECTURE May 23, 1983 . t The Lawrence Associates 1075 Tolland Tpk Manchester CT 06040 Re: Proposed Industrial Building Chapel Road Gentlemen: - South Windsor, Connecticut On May 17, 1983 I observed test pits excavated at the above site. wBuckw Page, Town of South Windsor, was also present. Core samples were taken for permeability tests. Following are the results: TEST HOLE #1 0-12' . Topsoil 12 34"/36" Very sandy subsoil 34"/36"-72" Clean medium sand (rapid caving of soil) Water at 50" Rapid flow Core sample #1 at 22" Core sample #t4 at 38N TEST HOLE *2 0-6 or Topsoil 6"-36" Very sandy subsoil 36"-60" Clean medium sand (rapid caving of soil) Water at 37K Core sample #2 at 18" PERMEABILITY Core l#1 .00015 feet/sec. Core #4 .00079 feet/sec. Core #2 .00015 feet/sec. After discussion with Mr. Page, it was resolved that disposal of storm water would be by using shallow galleys (18") (FLOWDIFFUSORS) with an overflow pipe extended to the street line. At such time that storm sewers are installed in Chapel Road, the overlfow would be connected to the line. The office parking will be paved, while the balance of the parking and storage area will be processed gravel and stone. We will compute the total length of flowdiffusors and leaching trench required to take care of a 10 year storm. Beyond that, we will wait to hear from you before proceeding further_ Sincerely, Theodore M. Randmetz, 'P.E. tmr/d T M R ASSOCIATES 96 Connecticut Boatevand_ Eut Hah t6o, d,- Lpnnec ti.c..u.t TMR LAND PLANNERS CIVIL ENGINEERING LAND PLANNING LANDSCAPE ARCHITECTURE November 11, 1988 Mr. Michael J. Gantick, P.E. Director of Public Works Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Eastern Roofing Company Chapel Road South Windsor, CT Dear Mr. Gantick: The proposed storm system for this site has been revised with additional flow diffusors and analysis of the system for 2, 5, 10, 25, 50 and 100-year storm frequencies are enclosed. Please note that the existing system of flow diffusors was designed for a 10-year storm with an overflow pipe extended to the street line for a future connection to storm sewers in Chapel Road at such time that they are provided. The original system computations are also included herein. A summary of the proposed storm system follows: Permeability was based on core samples obtained on site: Core #1 k = 0.00015 FT/SEC Dated May 17, 1983 Core #2 k = 0.00079 FT/SEC it Core #3 k = 0.00015 FT/SEC if Core #7 k = 0.0031 FT/SEC Dated September 20. 1988 Six new flow diffusors were added to the existing interconnected system for a total of 12 flow diffusors interconnected by 8" perforated pipe in a leaching trench. Permeability (k) for the analysis of the proposed total system was prorated as follows: (6) original flow diffusors k used - 0.000146 (6) proposed flow diffusors k tested - 0.0031 (0.000146 x 6) + (0.0031 x 6) 12 = 0.001625 96 CONNECTICUT BOULEVARD • EAST HARTFORD,CT 06108-3084 • 203/289-6582 203/289-6105 Mr. Michael J. Gantick, P.E. RE: Eastern Roofing Company Chapel Road South Windsor, CT 11/11/88 Page 2 This (k) value was then reduced to approximate 2590-' as an added margin of safety to: k = 0.00046 The proposed system as analyzed is adequate to handle flows up to a 10-year storm frequency with overflow occurring at 25, 50, and 100-year storm frequencies. If you have any questions, please feel free to call. Sincerely, 4r.2-- - Patrick R. 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um all is ■m ■b ■ ■aaaaa..a..■ ■ _Iv ■■snmua on ■ a■■aan■■a■a■ ■■ ■ ■a■moomu■■ ■aa■a■mra■ma■ C'ilCid■mF mumao i E.H. ■m■as■ MEN so N■w■m■■■m a ■■swmmmm■ama ■ ■■■■.ii.H.■i.■ ■■■■■t ■■■■■.■■■■■■i■■ ■■■■ommona.m■■ ■f 'mm" m"m loommom ME ■■..■■ ■wm■/■ ..■■■s■f■■N nmsaom� onalmmmom■m■mom ■ 11 no— •■■ fff■■■MEE f■f■■mf■■■■■dmou�■f/■■■■■i■ ■•t■■■."mm■■ m ■■.■ff■�f■.■■■■fH■.N■■.■■f■■.■■■■■R■■.i■■■ ■.t■■■■■"M■N■ ■■� ■ q■■tN■■ q.�■■AiigOR■■■i�t�H.��■ ■■om■om■■■■.■■ M also a- somomaBoul al ae N� ■mm 1111 :�Em ■■■■:■u s■H■:Illus■ woman ■om■.o.H■■ ■Emi ■ m an sommummon a atl�ff■■"NOR■ immommums inummmmmmom ■ ■■■...■..R����■. ■ ■ ■moogm■■m ■omfsma■N ■ m ■mmm un■MN■Nf SEEM ■■.■■MOURN =mos.m"mm■EM """NONE Ht■Rwooman a ■mm■ ■wm ommmm■ mmm"amimmumos�sms ■mmm■mf ■■■mm■ annummmonEs"�omaKnon H■■m■H�■ ■E■■■�/■ mmm■■mmons ■mm■mm■mummumswit R.■i■Oman/NNEEEmn■■ ONEmonagms IS a ■ " am Mom a I ms.omm■ ■ ■m■aim.■■ �m .►aim so=" M�mt■a■.ms moor ■mmm!■n■u ■ ■■■■.■■.n ■ ■m■tm■ ■■ ■n.■H■ ■■OEM ■ ■y ■.m■/N■mm■.� Mfmummonon ■N■f■■.NONE ■//■■URN■Nsiam■m■■■om.aUR ■mm■fmmm.m■�w�■ min■■p■■mft■URN■ ■.Nm■m■■mf�■.u■ ■.■mmmf■mm■�■ wows ■NN■■im■.■■■m■ m.mEm■ifi■is m■ ■mi■iim■■I/��:f ■iR.. ■� ■mOm:::■■i :::■■m000mmom■■N■ H���I��I���im■ ■ ■H .m on o: oo ■mm■mRR.EERON■ ■m■mii.■■i�ii/ ■H anfNUR f■u■■f■fn■■n■mommom■■mgm■ommON■ ■ns■mmm■/m■■fm 1 =i ■ iii�if�■■iiii■iiiiiii�■su■ii i=■ ■ici"WRNS ON iMia mi"�i■"�Z: im■nf ■■■1■■■■•■■Of soak ■■rsmKM ■./■.sN■s...■ ■t/.'[.■,!mow n P+■N1 us ass"101"MMMAN --ammso loommommomom am um IMMMIP;ZAMMMMEMM BEER MMMMMMmM ■ii■m■/N.■n■ Memoumm■n■■mn■ m■mmta■m■Emm"mm■ M ■mm■com■■s■ a m ■■BRUNET 0���mV■��■■■fW fm■■■■■f■Nff■m■ ■mmu"mmmm■11■■ _■f■■■.im.■m■■Vm■ ■i■<fm■mta WA AM ■t/ ■■ ■wa"m ■■■■ wool a ■m.CC■n a ■smsmNii t■l ps ■EN ■min■m■am■/■ ■■ H■■■f■■■m ■� ■mn■■■m.t.■■wiim■■mi■ •mmH■!gqt1■mm■ ■s■/an■■■■ommon■■ ■/ ■■ H■mm■■■.■■. ■mmtm/ I/■■■m1,ll MEN■ ■■ so so mom 0 SEEN* .■ ■i■. ■Emm ■ORION ■►W■■ ■■mfmonIN 11sooi "all"at�T■■ a"/ Mff _ �m1S�L�■f�,■��fir H0 a " - _M,Hrp_ UPOLSOMEAREnU E am Iffirmlin NMI Emil ROMLANNISM"j, jils ms OUR■■;nsm■m■■ ■m.:mM: : •�mISmatNIw- KIN ■.mom ►�■\`�!�'AII/■.twit ■ � ! 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BY................DATE.................. ..................1 ....~.�..».......» .... ...»....».»........ 10 B N 0...........».._._......_...,.......... TIME (miry. ) INFLOW-CFS 2S/t-0 2S/t+0 OUTFLOW-CFS — L ,2 -4, S -5 IG. S f i- 7 i t r2l d Z$.�7 �S3 . O 2, z5 9 ,-7� I I , 5-7 3,1 3�,2.`t C,.O� Z •�i 1 1--3, v Z.3 3V,>,7� l SU•6`t Z 5 r-t,dx - t--� 4, S 3 5.2Z Z-41 , 3?5 77 O 7 3 • ■ ■■■■ :■■� ■■ ■■�■■■■■ B■■■■■.■ 8u ■■� ■ NOMINEE ■.qllqul U . ■"Mon ■■ ■■s ■iiiii==iiMi■. 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Mae■ n% ■ ■man i■i=u■l =a=■�.i�ri�� iisii■wi■ii. ■ i�...m■■q ■ ■■ ■ Mae" NEW nown�mma mom oil of ol ■■ "m Emir, ■.■■mmmmmi►,.m■ SA.. . Cnor PON ENRON �i■m��i ■■m■.■�ji:%.■ ■ p�/ � ■■...li ■ ■■■■ am _ ■.tu►.a AM"019mpg .w Sam orwarA�amosum loll I ■■.m■ .� EWH ■ ■■q■ ■�'I1/■t.■ sr ■■mqH �i■m►�.m.m tt■ o ■ p�■ ■i ■■ ■■ /.■■/m■■■■ MIKE Sao =I= am MINIMUM •■ ia■■■a .�►■.■m.V■s■■WISEMAN tr.. ■s■■i1.�1■M �� Vit■�, n ■ ■ .■i�■sV ���� Vmm■t�ii ■B numb pie ■ ■OEM /■n■ ■ q � o■. ■■�■ _ ■■■ma■aa■. ■ ■ on n■ yG I BY..............Py DATE Z` 'f' 6 SUBJECT ,' �a1z'`.I SHEET NO OF C H K D. BY................DATE.................. ................... .»......._..».... .......»..».............. JOB NO-_ .Y_......».,............, ...................................................................... .......... .�.'ll;;�...................»._»....»..._..........».._.... .........._...........Y.........».�__.............. 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Mussonam a a ME WHO "UNUM ACE ■/■u■ .'■N ■//r.. an ■■■on'&" no NMI m m ; w■MR "Mammas E� BY.............PY..��......DATE.2/.'.l.:.!P6 SUBJECT..... 7!' .... w d1:z``�' .........».w............ SHEET NO.....»»....OF..."- CHKD. BY................DATE...._..... _.. ..........�....Ni.� �....»................� JOB NO ................................................... .............. »............. .......w TIME (min. ) INFLOW-CFS 2S/t-0 2S/t+0 , OUTFLOW-CFS r7 7,8 10. 6 � 1, . a7'S la-6 I &3_45 • ZZ . 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BY.............. ......DATE.21.::128 SUBJECT SHEET NO. CHKD. BY................DATE................. JOB NO.- ..................................................................... .............. ........ TIME (min. ) INFLOW-CFS 2S/t-0 2S/t+0 OUTFLOW-.CFS o C-> IT 5 51, -4, a7 32- 37. 0 Z,6 C,7 1 7-t07 477 -Z I r7 9, 6 6016 157, 9 62—s &-6 A 2- 56.3 I 95)7S Z--0 r7-7, 6 117 15 (043 a(i ( I C5 ZZ t ,15 7 3-7 .4 -7 1(0wM Sr,( o a C U s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 soR•co�'�� AREA CODE 203/644-2511 2 December 1988 Thomas Young 317 Chapel Road - South Windsor, CT 06074 re: Appl . #88-88P, Eastern Roofing Site Plan Gentlemen: We are ^pleased to advise that the Planning and Zoning Commission .voted on. November 29 , 198.8 to approve the captioned application for a site plan of development in" accordance with Drawing #T of `1 dated' - 9./.21/88 revised.-through •.11/.16/88, prepared by Lawrence Assoc :ates•/TMR• ' and with the following modification's`z'' ' 1 : Prior to commencement of any site: work', a" meeting must be. • held' with Town Staff . 2 . No 'building permitst will be issued until the* final mylars ` have` been filed in the Town Clerk s` Of f ice. , ' 3 . This application - is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. • 4•t. An—as'-built plan 'is •required' prior to' issuance Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 5 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6 . Screening of dumpster is needed (slatted chain link fence is acceptable) . 7 . Attach referenced A-2 survey. 8 . Flow line elevations are needed for proposed and existing drainage piping; specify type of 8" perforated pipe. Thomas Young -2- December 2, 1988 Black and white transparent mylars of Sheet #1 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 within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, P NING AND ZONING COMMISSION Ra and F. Hallowell, Jr. Chairman cc: M. Gantick, Director of Public Works F. Shaw, Supt . of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director Registrar of Voters Inland Wetlands Agency/Conservation Commission ✓PZC File Engineer Applicant ow M +t,` y fro T o-PSotdA6h9j%nd44�at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�osoe•co� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, Dec. 3, 1988 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its Nov. 29, 1988 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl. #88-109P, Town of South Windsor, for a 1-lot Subdivision of land (known as Sluzkanis property) on the easterly side of and at 200 Nevers Road, RR Zone. 2. Approve, with modifications, Appl. 88-88P, AY Realty/Eastern Roofing Co. , for ite Pla of Development for property at 317 Chapel Road, I one Dated at South Windsor, Connecticut this 29th day of November, 1988. PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON\,�r 0 C Phone No. 17 Address ,e.-7, 7) Atkj iz a z2Z2, Site Name !Egge",Z) P&Z No. ;) Owner Phone No./ Contractor Izz. - -Date Signature of Owner : Signature of Design Engr. R Date: Lq CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) Ald"11 r_1 sewer 6- A-12L Al Reason for Change: (Why is change required) I -� APPROVALS: (As Required) Dir. of Planning r" Date: Ll Town Engineer Date: �4 Dir. of Public Wor" Date: Other: / 11-1, V Date: 7A .4 STAFF COMMENTS: G,A.) White - Town Engineer Pink - Director of Planning Yellow - Applicant