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HomeMy WebLinkAboutSITE PLAN (WITHDRAWN) (8) TOWN OF SOUTH WINDSOR , CONNECTICUT PLANNING AND ZONING COt MISSION APPLTCATION FORM t6VA•Co Application No . . 177,TIT.Date Received : , :r Action/Public Hearing by : �•�7• Receipt No . : I.fAY 1989 APPLICANT : Mr. Robert Sheridan, Et. Al. South Windsor Planning & Zoning CommissiOD ADDRESS : 25 Oakland Road, South Windsor, CT. TELEPHONE : 644-2494 OWNER OF RECORD ON LAND RECORDS : SAME ADDRESS : SAME COMPLETE LOCATION OF PROPERTY : South side of Sullivan Avenue ,westerly of West Road ZONE : I NAME , ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED : Jim Luzzi, 412 West Avon Road, Avon, CT. 06001 TELEPHONE : 673-0446 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 ) . 6 . Site Plan of Development . 7 . Earth Filling [ Section 101 and/or Earth Removal [ Section 9 ] (Public Hearing Required) . 8 . General P13n of Development . 9 . Regulation Amendment : Zoning Subdivision 10. Other ( explain in detail ) : (,ON30Lf PLANNING DEPARTMENT FOR FEE SCHEDULE , THIS APPLICATION MUST BE SIGNED BY THE APPLICa`�T AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE tJTTH AIJ, MAPS ANT) DOCUMENTS �?rn(?IRED 0^, aTT �CIIrD C[iLC1:LIST . r4Ae/ T"qr*n �r `4 ��" TOWN OF SOUTH WINDSOR C] LIST 5 REQUIRED INFORMATION SITE PLANS �r[11►". APPLICANT A PROJECT NAME V wx Qj SA,n�1 �- 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 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 Surveyor or Professional Engineer. L� ✓ c. Name of Development. V d. Date when drawings were made. 2 . Key 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 hich gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Layout of buildings / c. Layout of streets and parking. t.� \/ d. Lines indicating proposed drainage system with direction arrows . ✓ e. Lines indicating sanitary sewer system with direction arrows. f . Names of surrounding property owners . g. Proposed op n spaces and r creation areas. V�h. Driveway cuts on surrounding properties . 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) . 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: V/' 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 . V / c. Building lines in accordance with zoning regulations . d. Proposed buildings and other structures, including sue, outside lighting, and dumpsters (on concrete pad and screened) e. Easements, noting grantors, grantees, and purpose. `1 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: J, a. All existing and proposed buildings . t/ b. Curb lines and pavement width, sidewalks . /C. Existingand proposed p p sanitary sewers. 1A. 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. Existing and proposed contours shall be shown in r not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot / intervals and spot elevations . Regulated wetlands and 100-year floodplain or note none are present. 1� ✓ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes . (Maximum 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. _1Z V/ k. A-2 Certification; P.E. /L.S Seal. I� 6 . Landscaping plan. v/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: LIM a. Layout of streets in sections coordinated by stations with the profile. NLLb. 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. N/A e. Profil will show all catch basins and al l drainag lin s 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. Metropolitan District Commission 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, sizes, lengths, and slopes of pipes . Top of foundation elevations for building shall be shown. NIL10 . 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. WL 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. �X- 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. NIAf . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems . NIAg. Map of general area with locations of all tests shown on proposed layout. h. Flood heights of any n arby str ams, 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 tim of submission. P PREPARE .E. / DATE l November, 1 87 CON Iy f � NO.W15 N0,9415 S RI �' � �► ,U..... ��NNAL E%6� 5 1989 etty A Getty P-troleurn Corp. 185 Forbes Avenue, New Haven, Conn. 06534 • (203)467-2536 i�J February 9 , 1989 -A Mr. Melvin Sooner 65 Louis Street Newington, Connecticut 06121 Su ommission Dear Mr. Sooner ; & Zoning Planning After review of your print and proposed work regarding Sullivan Avenue , S . Windsor , you are hereby granted permission "Ai on behalf of Getty Petroleum to go forth with your un.4ertaking . Our only request is during this time period we are notified when you commence and will not accept any interference with our retail operation or the safety of the motoring public . Best of Luck to you . rY Sincerely, Thbmps A. right enior Engineer egion #4, 50Y TAW/ljg cc : R. Novotny INDUSTRIES, ` 4 March 28, 1989 d,ov a to w�A�h `N Co�miss�an �k�:, Q1an�ing & Zoning 4 Mr. Melvin Stoner , 65 Louis Street ► Newington, CT n 5.11.1. a� Dear Mr. Stoner: I` This is to advise you that Cardinal Industries hereby gives Stoner Group Inc. , permission to enter onto its premises to install modified rip-rap in the easement area along the common southerly line of Cardinal' s property line in accordance '. with a map or plan entitled "Sheridan Industrial Park i, Property at Sullivan Avenue, South Windsor, Connecticut, f ' scale 1" , = 40' , March, 1988, Zone I, prepared by Luzzi Engineering and Surveying, 412 West Avon Road, Avon, Connecticut, Utility and Topographic Plan. " It is understood that once the rip-rap is put in place, the property will be left in the condition it is in at this time. Please advise when the work will progress. Thank you. Very truly yours, CARDINAL INDUSTRIES , INC. R DuBe au • . President �' RCD:eaa N r r 7 }a1 4 Jg1 t T JtilijE J. �UZZj CONSULTING ENGINEER IEAY %' 1989 LAND SURVEYOR Viindsor Planning & Zoning Commission SUBDIVISIONS 412 WEST AVON ROAD, AVON, CONNECTICUT 06001 -SURVEYS PHONE 673-0446 SITE PLANNING LAND EVALUATION DRAINAGE STUDIES SANITARY STORM DRAINAGE COMPUTATIONS SHERIDAN INDUSTRIAL PARK SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT CON NEcjob �c Prepa i red By ���' G�► LUZZI ENGINEERING & SURVEYING 412 West Avon Road N0.9415 � Avon, Connect i cut iOqo� .�````► Fss�O N AL Env I I �x►s�ing J.�ra�n ac�� Arec1 = 4.9 Acre& Year SLOcYY) 2 a• }s' f f•1 / O I 25 so ioo 0, 667 C� io Q zs- �� Q so o• q. 2l.o C.r� Q ,00 cis r:TER 22EVELOFNENT Areq I.Jes+ a� Proposed Suddi�gs Area = O. 9y Acres C = O.8 Q �o = �0•0� � � �� Co •9y) y, � cis Q zs = CO.�� C7�) Co•9v> = s3 cSS a) 77) C o.9 44) (0'8� (8-5) (0-9- 4) I-��eQ o�- �3�>>d�rgs � �otr'r�n a� �is�• o�- �$u i�d i r, Area 3. Acres C Q z (0,75) Q 10 6,)) ( 3 .7) _ /G,9 c s Q �s �a-75� 7- �3,� /9,? cis ?S) 7,7) 3,7) ZI,q 6s Q loo 19.' i oo ' Car ZO //0.9 zs c�rS 11,4 /d q e��r Z t�Pr�•r- /O �f. O 5 !Z•ar ►�n�n F1 ow fo Ike+er)]-;ors r9 cer4 (7-,o+cA l*) -loL ( 757C) Se�J 11-4 cis) = ' 275 C� P1 ouv 750 5e) 16.9 A - �1�3� c� P�low Cvs) sec. I9.7 ifs) c� Plod (,so� ?sa :5eG� C 21 . Z/ c�5) _ �0Z57 Flow (/6o� �7.sD 6,e I) �23,6 ��5� 3, , t c�r A f eG Vo I ume Artq Vol ume� Oi C-�fiL� (;i-a) c �� 8i .S- 0 0 6 8z.o ?,2 00 b00 0.5 C� Z S' C9sc) (5 d 1 2 83,0 12)IC) ) 11, 1450 /•5 Ma,m mur 2 eCAS- COA-OVYY) _ Z75- l,?,Oo) (6)oj-Z -Ij 906) 1 .57 4-.6' .� J 6,,ol-e,) . 5- -t /-03 t 2� �e01`C' O('YY) '� (7�3S?j` (o�OI Z}/ i lJ .SO &O Z) X .57 3 7(a / 51 / 3 V)C ♦,5/ /r 0 0 r 0zs -6012)/(lif95©- G, .5 -i- I. U == �e(Av- %OV'YY) = C 8,a so - o)Z)/(»�ysa-�,n �� x. a- /.o — 2 C, �� Max►mum ��ow �C�,rouoJ\ l IZ" �V.�' . cv���n �n�o�' CoY4c�� -7 9) 4-4)�-i.o (�9) Co.ez) 7 9) 8 .�'r n--1 E'nr yycsRn'cm 14 ( .�g) ( •az) ( 8,�s) = s? cis boo Tcalc---Slio-vQnL 4 fi I i k cc/ 05 Q 'ra' s f� Q'8/ 7r s Q'o/ - .S'.� �- •�' w,1 CL .aN),Qm S� ONER RECEIVED JUN 7 1989 June 5, 1989 SO. WINDSOR PLANNING DEPT. Town of South Windsor Town Planning Commission 1540 Sullivan Avenue South Windsor,CT 06074 ATTN: Marcia Banach Director of Planning RE: Sheridan Industrial Park, Sullivan Avenue, South Windsor Dear Ms. Banach: Enclosed please find a copy of our letter to Getty Petroleum, Inc. This letter was originally sent in error to LeMiles Petroleum and was returned unclaimed. V y t rYner , Melvin MS:jjm cc: file 65 Louis Street Newington,CT 06111 (203)666-2888 pow" SEA " Tel o � Gary K. TyWr Chief of Police R•CO�� Police Services SOUTH WINDSOR POLICE DEPARTMENT CONSTRUCTION REQUIREMENTS 89-34 P Project Title: Sheridan Indust. Park Date: 19 June 1989 210000pi. Developer is responsible for the purchase and installation of all street and traffic signs. Any signs on or intersecting with a State Highway must be cleared through the Department of Trans- portation. All signs must be in place before a c.o. is issued. C 2. Developer is responsible for the purchase of all street lighting through Connecticut Light and Power. CUP will install all lighting once they have received payment from the developer and the locations of the lights has been reviewed by the Police Department. All lighting must be in place before a c.o. is issued. 3. Developer will submit three (3) 81� x 11 or 81� by 14 maps of the proposed project to the Police Department for the purpose of identifying and locating all signs. Completed maps will be s distributed to the developer, Town Planner and the Police } Department. Any changes in road design will require new maps. 4. Temporary street signs must be in place as soon as possible and maintained throughout the project. 5. Emergency phone numbers for the duration of the construction i must be provided to the Police Department on a company letter- head. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 6. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. 1`7. Department concerned that radius is incorrect at clriveway onto Sullivan Ave. #Refer to template SU30. (71ractor Trailers) . ✓3. 71eciure that street ligh'L: 1-le installers on STTETCO oole44 1.487 by develo;�er. 151 Sand Hill Road • South Windsor, Connecticut 06074 • (203) 644-2551 -2- CONSTRUCTION SUGGESTIONS Z2!< 1 . Keep all shrubbery low around doors and windows so as to allow an unrestricted view. er2 . Locate business name, if applicable, on the building. Ll< 3 . Backlight business name and address . `? 4 . Provide lights over all doors . Q 5 . Provide ample lighting of parking areas . 6 . Advise the new owner / purchaser to provide the Police Department with emergency numbers . (Business, Commercial and Industrial property only) . SIGNATURE Sergeant Thomas C. Hart #103 Traffic Services Unit f Approved by: ChieY Gar K. y er 'J PLANNING DEPAR72CM IN-HOUSE REFERRAL FORK TO: Karl Reichl , Mik Gantick, Mel Stead, Fr d 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 pro ject:# 3 -O' Zone Acreages r Subdivision Site Plan Residential No. of Lots/units Commercial Industrial Location: t,Oj _-�- . Project Description: Future Town-owned property involved? Yes No ✓ ` ' P P Y (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-- 640 y if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. 1 - _A , owM of+<� U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R•CO AREA CODE 203 644-2511 Ii June 28, 1989 Mr. James Luzzi 412 West Avon Road Avon, CT 06001 Re: Application #89-34P, Site Plan of Development, Sheridan Industrial Park Dear Mr. Luzzi: Attached is a copy of comments from the Planning and Engineering Departments regarding 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. Very truly yours, Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer SHERIDAN INDUSTRIAL PARK - PLANNING DEPT. REVIEW COMMENTS Need square footage of buildings on plot plan. Doors and lights shown on only one of two buildings on plot plan; should show on both. Planting plan shows typical cross-section of buffer at maturity; regulations also call for cross-section at 5 years' time. tow M sE44 ca C r 7-0 0-leSau� ?d&z� C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R•co� AREA CODE 203/644-2511 June 30, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Sheridan Industrial Park We have reviewed the plans dated May 19, 1989 for the proposed Sheridan Industrial Park and have the following comments: General Comments 1 . Drainage calculations do not address the runoff for the adjacent property. This is necessary since the proposed rip rap channel is bisected by the property line and will carry stormwater from the adjacent properties . Also the drainage calculations submitted need to be clarified by the design engineer. A meeting will be necessary after the revised calculations have been submitted. Plot Plan/Conservation Plan 1 . Width of entrance driveway and also driveway to west side parking area is not indicated. 2 . Radius not shown for driveway into west side parking area. 3 . The fire marshal must address the fact that the west side of these buildings has a small turn around area. He should advise as to whether or not this is sufficient. 4 . What type vehicles will be utilizing the parking and/or loading dock areas? The radii utilized appear inadequate for very large trucks . 5 . Additional spot elevations are needed for pavement areas - specifically entrance drive and driveway area to west parking area. Marcia A. Banach Page 2 . June 30, 1989 Utility & Topographic Plan 1 . Modified Riprap Ditch Detail - additional information is required for guard rail - i.e. location from edge of pavement, size and type of posts, depth of posts into ground and into undisturbed earth, and type of guardrail. Also plan should show the length of guardrail that will be placed. 2 . Concrete Walk Detail - width of walk not shown and width of gravel base not shown. Current Town standards indicate gravel base to be 6" minimum beyond edge of walk. Also, width of walks not shown on plans . 3 . Sanitary lateral from building nearest Sullivan Avenue: a. We will require a manhole between the building and the existing lateral. b. Inverts will be required at building, at manhole and at lateral connection. c. Type of pipe used. d. Slope of pipe. 4 . Sanitary lateral from second building: a. Pipe from building to manhole not described, i.e. , size, type, length, etc. b. Pipe from manhole to street is 375 feet. Town standards indicate a maximum of 300 feet between manholes . This is for maintenance purposes and we feel that it would be appropriate at this location. 5 . Drawing indicates only a 2" water service to each Building. If the Fire Marshal determines sprinklers or other fire service is required, additional water service will be necessary. Marcia A. Banach Page 3 . June 30, 1989 6 . Riprap will be required at outlets in detention basin for roof drains . 7 . Endwalls are required for detention basin outlet pipe. Also riprap will be required at outlet end (into ditch) . A detail will be required for this . 8 . Type of pipe for roof drains needs to be indicated. 9 . 36 x 22" culvert under Sullivan Avenue into the drainage swale indicates flow line elevation of 78. 00. The contours for the swale stop at 82 . The 80 contour and 78 contour need to be shown. 10 . Spot elevations along the bottom of swale should be shown on plan. Also a profile should be provided. High groundwater in this area will present problems . 11 . How will the swale be built when fitter fabric silt fence is shown to be placed in center of it? 12 . Will there be curbing along the easterly edge of the driveway leading to the parking area on the east side of building? 13 . Spot elevations are needed on the "grade to drain" area on the east side of site. 14 . It appears from the SCS soil survey that the soils in the area of the proposed project are not suitable for road fill and there is a seasonably high groundwater table at or near the surface. The proposed driveway parking area should consider these soil conditions . Present base proposal appears to be insufficient. It is recommended that no action be taken on this application by the Commission until such time as the noted items have been resolved and this Department has reviewed same. JCl/jsv cc: Michael J. Gantick, Director of Public Works y U • O � � u o �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR- 0N� AREA CODE 203/644-2511 October 2, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Sheridan Industrial Park We have reviewed the revised plans dated August 1989 for the proposed Sheridan Industrial Park and the following comments are outstanding from my June 30, 1989 letter. General Comments 1 . Drainage calculations do not address the runoff for the adjacent property. This is necessary since the proposed rip rap channel is bisected by the property line and will carry stormwater from the adjacent properties . Also the drainage calculations submitted need to be clarified by the design engineer. A meeting will be necessary after the revised calculations have been submitted. Plot Plan/Conservation Plan Width of entrance driveway and also driveway to west side parking area is not indicated. 2 . The fire marshal must address the fact that the west side of these buildings has a small turn around area. He should advise as to whether or not this is sufficient. We have not been notified of his review to date. 3 . What type vehicles will be utilizing the parking and/or loading dock areas? The radii utilized appear inadequate for very large trucks. 4 . Additional spot elevations are needed for pavement areas - specifically entrance drive and driveway area to west parking area. Marcia A. Banach Page 2. October 2, 1989 Utility & Topographic Plan Modified Riprap Ditch Detail - additional information is required for guard rail - i.e. size and type of posts, depth of posts into ground and into undisturbed earth, and type of guardrail. Also plan should show the length of guardrail that will be placed. 2. Sanitary lateral from building nearest Sullivan Avenue: a. We will require a manhole between the building and the existing lateral. 3 . Drawing indicates only a 2" water service to each Building. If the Fire Marshal determines sprinklers or other fire service is required, additional water service will be necessary. We have not been notified of his review to date. 4 . 36 x 22" culvert under Sullivan Avenue into the drainage swale indicates flow line elevation of 78 . 00 . The contours for the swale stop at 82. The 80 contour and 78 contour need to be shown. 5 . Spot elevations (proposed) along the bottom of swale should be shown on plan. Also a profile should be provided. High groundwater in this area will present problems . 6 . Will there be curbing along the easterly edge of the driveway leading to the parking area on the east side of building? ` . Spot elevations are needed on the "grade to drain" area I� on the east side of site. 8 . It appears from the SCS soil survey that the soils in the area of the proposed project are not suitable for road fill and there is a seasonably high groundwater table at or near the surface. The proposed driveway parking area should consider these soil conditions . Present base proposal appears to be insufficient. Marcia A. Banach Page 3 . October 21 1989 9 . �(The Topo Plan shows the filter fabric silt fence in middle of the swale with a note "to be placed along top of ditch" . The Conservation Plan shows the fence in the middle of the ditch with no note. a. Where is this fence to be placed. b. If it is to be placed on top of ditch, what erosion measures are taken when building ditch. If not on top, how is ditch to be built? 10 . Slope of roof drain pipes not indicated. -* JCl/jsv cc: Michael J. Gantick, Director of Public Works -' IJEW Co�wi �o1 z189 SHERIDAN INDUSTRIAL PARK 1 . Application for the construction of two- 24,000 sq. ft buildings located on the southerly side off--Sullivan Ave. , west of West Road, I zone. Site size is 2 , 4 sq. fty Building cove a ro osed -i$- 23.7�• .5-Ot allowed. Impervious coverage is �� P P P g 57 . 2$; 65� 3:owed. 2 . It appears that all other zoning requirements have been met. 63 parking spaces are required according to the applicants uses; 63 spaces have been provided. 3 . There is no 100 year flooplain. IWA/CC approval was granted on Sept. 18 with the recommendation of a $5,000 bond and no other unusual approval conditions. 4 . Public water and sewer will service the site. WPCA approval is not required; however, if the use of either building will involve a discharge of industrial wastewater or if flow is greater than or equal to 5, L9(61-3�ah&cumlate ore, owner must obtain a D.E.P. Discharge Permit. amount of developed acreage for sewer connection charge determination. 5. The architecturals provided indicate that the buildings will be split-rib concrete block with metal wall panels . 6 . A dumpster pad with a stockade fence is proposed in the rear in between the two buildings . 7 . The landscaping plan appears to be adequate. The applicant is proposing a number of deciduous trees in the front of the parcel along with a couple of Norway spruce and juniper plantings. Flowering trees, deciduous trees and low lying plantings are shown on the islands. The rear of the property is subject to the buffer requirements of Sec. 5 . 2 as it abuts up to an RR zone. The applicant has proposed a 3-4' mound with a several evergreens, deciduous trees and a number of evergreen shrubs. A schematic has been shown for the buffer at maturity (but is missing the 5 year schematic. ) 8 . The police department has requested a light be installed on SNETCO pole #1487 by developer. if approved the planning department requests no further modifications . NER RECEIVED OCT 13 1989 HAND-DELIVERED Sp. WINDSOR PLANNING DEPTr October 12, 1989 Ms. Marcia A. Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Sheridan Industrial Park, Sullivan Avenue, South Windsor Dear Ms. Banach: With respect to the above-captioned property and the application pending before the Town Planning and Zoning Commission, we hereby agree to a 65 five-sixtY ( ) dayextension of time from September 3 to December 4, 1989 for the Commission to act on said application. � Ve t rul you , Melvin .oner MS:jjm cc: file J � D , 65 Louis Street Newington,CT 06111 (203)666-2888 cA. Y-t A V , _ 5 'At,. i �0.c q t r,} i'ILT CA 1 f aS Pia h E P�JZEVID r � ! 14t��r: �tzC ` RrILI �Ct',.� IL It ol i i t t t i ► � � ��-� � ChQ,,ae 5 rr � Lit OL I �E C ► ' 45 , b - --- �' G -�-�' '1 . ' Tiom� xm~�^ S-11CW& =d°~ ~~~~~~~ ~ 1540 SULLIVAN AVENUE ^ SOUTH oK|ND8Om, CONN. 06O74 ^ AREA CODE 203/644'251 MEMORANDUM - December 6, 1989 TO: Marcia Banach , Director of Planning FROM: Karl Reichle, Superintendent of Parks and Grounds/ Tree Warden RE: T�� ' � '�� �� �������...���� On December 4, 1989, I received a phone call from Marshall Montana. She wantpd to know if I could put together smme figures for tree maintenance �o see if Planning and Zoning could set up some sort of tree bond , on trees in development sites. Marshall wanted to know if I would look at an Oak on Sullivan Avenue west of Great Oak Landscaping, 601 Sullivan Avenue and use that tree as a model for estimating cost. The tree in question is a magnificent Black Oak approximately 43 inches in diameter. The tree looks very sound structurally and with some pruning and a little care could be around for years to come. I am pleased to see !-.he Planning and Zoning Commission doing everything within their power to help preserve trees in South Windsor. 0>- rpcommendations are as follows: 1 . No earth work within 17 feet of the tree. 2. Pruning estimated cost $750. 00. 3. Deep root feeding at end of construction project , estimated cost $2�0.00. Tf I can be of assistance in any area; saving established trees, planting new trees, or making South Wind-sor environment more livable through trees, please let me know \'ER/ds cc : Marshall Montana, Planning and Zoning Commissioner Michael Gantick, Director of Public Works ' Et'� Rpt L.RDA . O 0 3 41 4 .swx YARD �- P�ND � 44• 3 4tS ® 4 LOC AT 1 N M A P OWNERS WITHIN 500 ' OF SUBJECT PARCEL Prop os e d Son, Sewer _ I 4 O O � ' ► ' �- AVENUE /VAN 500 510L L 23 3 3 � '0 E GC' ' Ln CD 8 m 4 Proposed Draino9e ZONE I ZONE GC 500 ' son-0-309.22' N 5/°-43'-46.8 500 ZONE RR JO 0 0 9 KEY MAP y._---- S CO 1 e „ = 200 to IsNa f- pi-o ,n o s ed -S + .<� 5 w'•Ma.c �.r. w .. A'. •^/.It'd!6'}�9'OalY1+�'�' M.