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Home My WebLink About97-37P Site Plan of Development PLANNING AND ZONING CO s APPLICATION FORM " I Application No. ��0soe•c°�'r Date Received: 3-7 MAY 20 1997 Action/Public Hearing by: Receipt No . : South Windsor APPLICANT: Redland Brick Co. ,Inc. Planning & Zaning Commission ADDRESS : P.O. Box 375, East Windsor Hi11,CT 06028 OWNER OF RECORD ON LAND RECORDS : KF Brick Company,Inc. ADDRESS : 1440 John Fitch Boulevard, South Windsor CT 06074 COMPLETE LOCATION OF PROPERTY: East Side of Route 5 ASSESSOR'S MAP#97 PARCEL# 7 LOT# ZONE I NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:_ Frank Borawski, PDS Engineering & Construction, Inc 1Q7 Old Windsor Rd. , Bloomfield, CT 06002 TELEPHONE:. 242-8586 242-8587 Fax THIS APPLICATION IS FOR: (Check all that apply) : 1 . Zone Change to (Public Hearing required) . 2 . Subdivision/Resubdivision. j- d I a . Subdivision Minor Major J b. Resubdivision Minor Major (Public Hearing Req. ) C. Conditional Approval d. Open Space Subdivision (Public Hearing Required)1 3 . Special Exception to Article . (Public Hearing Required) x 4 . Site Plan of Development. 5 . General Plan of Development. g 6 . Earth Filling [Sec . 10) and/or Earth Removal [Sec . 9 ) (PH Req. ) 7 . Regulation Amendment: Zoning Subdivision 8 . Amendment to Town Plan. 9 . Temporary and Conditional permit. 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, ALL OF WHICH CONSTITUTE THE APPLICATION. f ,�-�� &a- Applicant Owner 1. TOWN OF SOUT14 WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT L-��_ , PROJECT NAME /`— This checklist tnust be si�,ned 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 information: V 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 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. Date block which gives needed zoning information such as percentage of lot coverage, / acreage of tract, number of apartment units, parking requiretnents, etc. ✓ b. Layout of buildings. c. Layout of streets and parking. d. Lines indicating proposed drainage system with direction arrows. �. 1A e. Lines indicating sanitary sewer system with direction arrows. �f f. Names of surrounding property owners. ,,✓� g. Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. ✓ 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: All a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. `4�L b. Proposed streets and street lines with center line station, curve data, and parking T 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 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. �v A 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: V a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. 4/ d. Existing and proposed water and gas main systems. . i;-1A e. Present wooded area indicated by foliage lines. Any individual trees to be saved / should be shown. V f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot intervals and spot / elevations. g. Regulated wetlands and 100-year floodplain or note that none are present. aft? 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. ✓ k. A-2 Certification; P.E./L.S. Seal. 6. Landscaping plan: NIA_ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. /4JA 8. Traffic Report: - 2 - AA1 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. 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. N11A 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 discussingthe following g 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. - 3 - i. "Pest results and engineering evaluation per Section 4.13.5. All information required above is included in this application at the time of submission. PL P UPZER P. L.S. DATE May 17, 1 95 - 4 - ✓/lcF�.u.:r. DESIGN PROFESSIONALS Inc. 165 South Satellite Road South Windsor, Connecticut 06074 Hydroloizic Study Commerce Way Associates LLC Site Plan of Development Commerce Way South Windsor, Connecticut K�f rj�rraassa��r� Ja March 18, 1997 S$' A,' x, f�Yf� Catch Basin Drainage Areas f s % . W AY -� -\ s w - '-SEE ^`� /�\,cgii as a aa�,•�� `j4 I • I/� \ ♦ �y ae � ...•�•- i I � IN \�\ � �,.� _.� N -►-- _ _ _ � �'r ;,,may/ II COMMERCE WAYYN- i � \� `- I 1•�O� ASSOCIA7£S LLC p / I t R I 1 � ( LOT NO. 41 PARCa AREA I @I I 58,640 sq. ft. �$ h 1.34 ac. / i LOT J9 +1. PAR OAR£A 30, sq. ft. ROBERT L. H 'P Mmp /c:) i i WAMCO VX L70. ' a . Drainage Area : 0,y7acres b ' Composite Coefficient of Runoff : Impervious Area c=0' 90 A= acres Grass and Landscape Ar ea c= -,.r7 A= acres + C = a,y ACavg c . Time of Concentration : Type of Flow Length Slope Velocity Time ( ft . ) ( : ) ( ft . /sec . ) (min. ) Overland Overland tc �� = � �~~^0�� Return Period Intensity ( i ) ( years ) ( in. /hr . ) 2 10 6.2 25 50 100 � d ' Peak Rate of Runoff � � � Q = i ( ACavg) � 010 . Q�= ~ ^" ' , a ' Drainage orea b ' Composite Coefficient of Runoff , Impervious Area c~0'90 A= 6'0/0�acres Grass and Landscape Area c acres + C avg = ~�J = 't AC avg c' Time of Concentration : Type of Flow Length Slope Velocity Time ( ft . ) ( % > ( ft . /sec . ) On in. Overland Overland � tc ~ � Return Period Intensity ( i ) ( years ) ( in. /hr . ) 2 lO 6' 2 25 50 100 d ' Peak Rate of Runoff � Q = i ( AC > avg � 010 � 7 ,'/ ,', ~��~��~� Qr� �" ' , ~ | a . Drainage orea : ///0 acres b ' Composite Coefficient of Runoff : Impervious Area c=O'9O A= C) 16� acres Grass and Landscape Area c= A= 4?-1/ acres (`},/.� > + Cavg = -----------'--__- . AC avq C . Time of Concentration : Type of Flow Length Slope Velocity Time ( ft . ) ( % ) ( ft . /Sec . ) (min. ) Over land 1 F ",� / �� Over } and ' - - - ~'�� ^^ tc Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 10 _��~~ Z, 25 50 100 d ' Peak Rate of Runoff � Q = l (AC ) avg � 010 025 � . . � cl. '�ydf Lf a . Drainage Area : 10fZLacres b . Composite Coefficient of Runoff Impervious Area c=0.90 A= 6.17 Grass and Landscape Area c= acres �fZ�? A= ��o+ir acres avg 7.4 ACaVQ c . Time of Concentration Type of Flow Length Slope Velocity Time ( ft . ) M) ( ft . /sec . ) (min. ) Overland Overland tc = �.o #Ala. Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 10 6.2 25 50 100 d . Peak Rate of Runoff / 0 = i (Acavq) 010 = (225 = a . Drainage Area 0,00acres b . Composite Coefficient of Runoff Impervious Area c=0.90 A= Grass and Landscape Area c= acres D.2�' A= Q,p 9 acres Cavg ACa Q C . Time of Concentration Type of Flow Length Slope Velocity Time ( ft . ) ( % ) ( ft . /sec . ) (min. ) Overland �C�'A� �� qZ) Overland tc = /3.3 MtA. Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 10 25 50 100 d . Peak Rate of Runoff Q = i (ACavq) Q10 = �. U� �F'✓, 025 t a . Drainage Area : 6.045acres b . Composite Coefficient of Runoff Impervious Area c=0.90 A= Grass and Landscape Area c= �, A_ acres d,�,:� acres avg ACavq C . Time of Concentration Type of Flow Length Slope Velocity Time ( ft . ) M ) ( ft . /sec . ) ( min. ) Overland go Overland tc = /�•J� M14. Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 10 25 50 100 d . Peak Rate of Runoff 0 = i (ACavq' 025 d � r' C1' } 0 ( -- Line Segment (Station to Station) Time to Inlet (mina 0 0 1 w Time in Pipe (min.) tv V tN t4 P. Accumulated.Time- O W (min) o o u O Al Entering Catch Basin � N . p b y o o d p U Sum of Al in System hr N N N N W N x, -4 Rainfall Inten4ity(in./hr. N Q 4 N p O m Q in System (c.f.s.) w Pipe Size & Type kill �► $ U v` tp CD o t' N p Length of Pipe M �, �` i• lk o O Slope (ft./ft) d o G Wry Average Velocity(fp.sa — ;� Full Capacity (cfs) A Headwater (f t.) ' ;0 .ON 004S :Aq po�oay0 elnoa ��,ar►��t riuro� uMo1 , NJIS30 W31SkS bl M r PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Sargent Mike Ritter, Fire Marshal Lanning, Ray Favreau, Karl Reichle, Mel Stead FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: Zone i Acreage -�qt w. Commercial Subdiv Site Plan Residential # of Lots/Units Industrial Location: Project Description: U� S 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: S� Please let me know by '�-� if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. Thank you. MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: June 10, 1997 RE: REDLAND BRICK SITE PLAN — 97-37P We have reviewed the drawings dated May 20, 1997 for the proposed Redland Brick Site Plan and have the following comment: 1. There is no construction entrance pad shown. JCl/jsv 10 N Sf4 _ '77 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR• co" AREA CODE 860/644-2511 CERTIFIED MAIL June 23, 1997 Brian Hastings, Plant Manager Redland Brick Company, Inc. P 0 Box 375 East Windsor Hill, CT 06028 Dear Mr. Hastings: Re: Appl #97-37PX Redland Brick Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on June 17, 1997 to approve with modifications the above referenced application for a Site Plan of Development for the construction of a 85'x 120' storage building on property located at 1440 John Fitch Boulevard, I zone as shown on plans prepared by Design Professionals, Inc., Job No. #97-1013 and dated May 20, 1997. This approval is subject to the following modifications: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. Construction entrance pad must be shown on the plans. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this 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, PLANNING & ZONING COMMISSION Marcia A. Banach, Director of PI n ar g MAB/pmm Enclosures Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal PDS Engineering & Construction Company ROBINSON & C O L E LLP LAW OFFICES HARTFORD • STAMFORD • GREENWICH • NEW YORK • BOSTON 280 Trumbull Street Hartford,CT 06103-3597 860-275-8200 Fax 860-275-8299 'Ihomas P. Cody 860-275-8264 Intemet: tcody@rc.com October 20, 1999 Walter J. Mealy, Vice Chairman K LC 'E 1 V E D South Windsor Planning and Zoning Commission 1540 Sull via.Avenue f rT 25 1999 South Windsor, CT 06074 Re: Redland Brick, Inc./Belden Brick Company SOUTH WINDSOR PLANNING 00, John Fitch Boulevard South Windsor, Connecticut Dear Vice Chairman Mealy and Members of the Planning and Zoning Commission: This letter is intended to provide you with an update on the status of efforts by Belden Brick Company (doing business as Redland Brick, Inc. or "RBI") to prepare an application for an earth removal permit for property currently owned by Enet Silvestri. As we informed the Commission on July 20, 1999, RBI was in the process of retaining another civil engineering firm to pr pare the necessary materials. RBI has since retained both Fuss & O'Neill, Inc. of ManZhester and New England Environmental Services of Marlborough to assist it in preparing these application materials. RBI is also discussing the transfer of ownership of the property from Enet Silvestri. At this time, work on these application materials is underway. RBI anticipates submitting an application for an earth removal permit by November 15. 1999. Please do not hesitate to contact me if you have any questions. Sincerely, Thomas P. Cody TPC:fb cc: Barry L. Miller, Redland Brick, Inc. Marcia A. Banach, Director of Planning Jeffrey H. Folger, Zoning Enforcement Officer