Loading...
HomeMy WebLinkAbout21-10P Messiah Evangelical Site Plan ModTOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM Application Number: Official Receipt Date: Munis Application #: APPLICANT: Messiah Evangelical Lutheran Church PROJECT NAME: Messiah Evangelical Lutheran Church COMPLETE LOCATION OF PROPERTY: 296 and 300 Buckland Road OWNER OF RECORD ON LAND RECORDS: Messiah Evangelical Lutheran Church OWNER ADDRESS: 300 Buckland Road, South Windsor, CT 06074 GIS PIN # 15300296 and 15300300 ZONE GD NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Suzanne Choate, Design Professionals, Inc., 21 Jeffrey Drive, South Windsor CT (860) 291-8755; schoate@dpinc.co Estimated presentation time: 15 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ❑✓ Site Plan of Development ❑ New ✓❑ Modification Building(s) Sq Ft 1,500 +/- SF ❑ General Plan of Development ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal. for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) d"s prior to being heard by the Commission. A r 11,11AA A"/��' of of Print Name of Applicant ! Print Name of Property Owndr ' Revised 1/9/2017 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT M592;4 EL/anjg/xc a /LWLXenm C%L/rz/7 PROJECT NAME Same, This checklist must be signed by plan preparer (P.E./L.S.)deciaring that ail required information is provided.Items 1-7 are required for all applications;items 8-l1 required where appropriate. Check mark for each item supplied. 1 \/1.On each sheet for plans or maps,title block with the following information: V a.Name,address and telephone of applicant. i/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,parkingrequirements,etc. b.Outline of buildings. c.Layout of streets. 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. V h.Distance to and name of nearest intersection street. \/3.Architectural Elevations:See attached checklist for Architecture and Design Review. §§KKR §x <<Kx 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 foilowing data: Distance and bearings of all boundary lines and acreage of site.Iron pinsrequiredatallpropertyanglepointsandshownonmap. Proposed streets and street lines with center line station,curve data,and parking spaces. Building lines in accordance with zoning regulations. Proposed buildings and other structures,including signs,outside lighting, and dumpsters (on concrete pad and screened). Easements,noting grantors,grantees,and purpose must be shown in table format,e.g.below a. Names of abutting property owners. Monuments will be indicated at corners 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. A-2 certification;P.E./L.S.Seal. .Topographic Map:A map drawn to a scale of1 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: All existing and proposed buildings.a. Curb Lines and pavement width,sidewalks.b. Existing and proposed sanitary sewers. Existing and proposed water and—all existing utilities. Grantor Grantee Type of Easement Date Filed Vol/Pg Present wooded area indicated by foliage Iines.Any trees to be saved should be shown. 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. .Regulated wetlands and 100-year floodplain or note that none are present. 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. Connections of all springs into proposed storm drainage system as needed. Location and indications of existing brook channels,and 100-year flood limits. k.A-Z &T-2 Certification;P.E &L.S.Seals. 6.Landscaping plan 7.Drainage calculations:-Zero Runoff Increase per attached guidelines. 8.Traffic Report 9.Site Lighting Plan 10.Plans and Profiles:A plan and prohle 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: Layout of streets in sections coordinated by stations with the profile. b.Street plan showing roadways,drainage,sanitary sewer (including house sewer),foundation drains,lot lines,buildings including all utilities with elevations (top frame and inverts),size,type,length,slopes of pipes. Sight line at driveway &street intersections. Drainayc S‘fwfwnzn f N/A d.Profile of roadway showing existing and nnished grades.Roadway profilewillshowalltangentgradeandallverticalcurveinformation. .Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations,sizes,lengths and slopes of pipes.Where any storm drainage line discharges into an existing brook sufhcient profile of this brook will be shown to determine conditions. N/A 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. N/A 11.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 of1 inch equals 4O feet. ‘/12.Sanitary Report:Where individual sanitary sewage disposal systems are proposed,the final plans shall include a Sanitary Report certined by a Professional Engineer.The report shall demonstrate the feasibility of the proposed individual systems.#eq/7g’Dpf/@f’rwld 6L /7/a2/ ,PREPARER (P.E./L.S.)DATE February 2002;Rev.4-04 / 300 Buckland Rd. RO. Box 1156 South Windsor, Comnectir+rt 06074 860-644-'2) 110 messiah-ct.com i nessial )-ctb[og.con i February 22, 2021 Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 To whom it may concern, E-6S17 1 LUTHERAN C HURC,11 WLSCONSIN EVANGELICAL LUTHERAN SYNOD Messiah Ev. Lutheran Church authorizes Peter R. DeMallie of Design Professional, Inc to serve as its agent to sign the land use applications for the owner and applicant. In behalf of Mess' v. Lutheran, r� David Maibaum, Messiah Ev. Lutheran Building Committee Chairman P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR, CT 06074 esion PHONE: 860.291.8755 8757 mfessionals FAX:8onals! ..com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, C Rhode Island Stormwater Management Statement Messiah Evangelical Lutheran Church 296 & 300 Buckland Road South Winsor, Connecticut February 22, 2021 Introduction Messiah Evangelical Lutheran Church is proposing a building expansion to their existing facility located at 300 Buckland Road. The proposed development includes the construction of 1,500+ sf building addition and associated site improvements to include, but not limited to, sidewalk improvements and septic tank relocation. The total property area is 7.87 acres. For more information, please refer to the plans entitled "Messiah Evangelical Lutheran Church Site Plan Modification — 296 & 300 Buckland Road — South Windsor, Connecticut" prepared by Design Professionals, Inc., and dated 2/19/2021, as amended. Discussion Stormwater runoff from the existing site in the area of disturbance is currently conveyed overland westerly to Buckland Road and easterly toward the wetlands on the east side of the site. The proposed building addition does not change the overall stormwater flow. The proposed sidewalk changes that will affect the west side of the drainage flow (toward Buckland Road) will result in approximately 300sf (0.007 acres) increase in impervious. We expect no effect to the stormwater flow and intensity based on this increase. The proposed building addition and associated sidewalks are expected to increase the east side impervious area onsite by approximately 1000+ sf (0.02± Acres). This minimal increase in impervious area of roof runoff and sidewalk will have a negligible effect on the stormwater management of the site and the much larger area of wetlands (5± Acres) to which it drains. DESIGN PROFESSIONALS, INC. Suzanne P. Choate, P.E. Senior Project Manager G:\jobs\2558\Stormwater\2558 Drainage Statement Feb 2021.docx ©···esignrofessionalsesign rofessionals · · · esign rofessionals 285 DEMING STREET RAJU UDAI K &27600285 179 BUCKLAND ROAD CURRENT RESIDENT 15300179 325 BUCKLAND ROAD SOUTH WINDSOR TOWN OF 15300325 67 RIDGE ROAD JACQUES ANN M 75600067 20 SELE DRIVE BASILE MARK T & ROBERTA L 81800020 32 SELE DRIVE MARGIOTT PAUL R & VICTORIA A M 81800032 33 SELE DRIVE ATTIANESE VINCENT & ANTONINA C 81800033 45 SELE DRIVE KOCHERLA MOHAN R &81800045 48 SELE DRIVE LOPEZ JAMI 81800048 55 SELE DRIVE ALKHAYER LEWA 81800055 58 SELE DRIVE CAO DENNIS HAN & MICHELLE YEUNG 81800058 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 17850100 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 89302800 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300000 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 89302400 235 DEMING STREET ASTICOU INVESTMENT, LLC 27600235 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651000 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651200 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 3200050 900 HEMLOCK AVENUE EVERGREEN CROSSING RETIREMENT 41350900 1000 EVERGREEN WAY CD-HRA (WINDSOR) LLC 31301000 340 BUCKLAND ROAD J HANNOUSH FAMILY OF SOUTH WINDSOR LLC 15300340 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 15300350 241 DEMING STREET TRIVIK BUILDERS LLC 27600241 240 BUCKLAND ROAD 515 WEST MIDDLE TURNPIKE 15300240 247 DEMING STREET GLOVER MARGARET A 27600247 251 BUCKLAND ROAD EVERGREEN WALK LLC 15300251 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 15300350 274 BUCKLAND ROAD 1 MUNSON ROAD LLC 15300274 99 RIDGE ROAD WOLF BEVERLY G 75600099 326 BUCKLAND ROAD SCHIAVONE STEVEN & LUCIA KAWA 15300326 ©···esignrofessionals ©···esignrofessionals ©···esignrofessionals ©···esignrofessionals· · · ’ · · · · ’ · ©···esignrofessionals“ ” · ·” ·“” · · · ©···esignrofessionals Δ esignrofessionals©····· · · A-201 2 PULPIT LECTERN COATS COATS A-202 1 A-2022 2332 SF SANCTUARY 100 17 SF VESTIBULE 101 475 SF ALTAR 110 EXISTING FRONT WALL OF SANCTUARY TO BE REMOVED 42 SF VEST. 106 SOUND BOARD 2 A-301 1 A-303 3 A-303 1 A-304 2 A-304 100 102 B GG VESTRY 102 A-401 2 ALTER GUILD 101 - -1' - 4"3' - 4"6' - 0"3' - 4"2' - 0"2' - 0"71' - 8" 41' - 4" 41' - 4"10' - 8"8' - 0"11' - 8"33' - 0"24' - 8"6' - 4"8' - 0"57' - 4"14' - 0"7' - 4"79' - 4"6' - 4"3' - 8"3' - 8"20' - 0"4'-4".4' - 4"8' - 0" M.O. 3' - 4"19' - 0"2' - 4"M.O.3' - 4"19' - 0"8' - 0"1' - 4"1' - 4"15' - 4"3' - 4"5' - 8" 101 2 A-303 A A 8' - 8" 10" 8' - 8"10'-8".2' - 2 1/4"3' - 6"1' - 6"7' - 6 3/4"15' - 7 1/2"5' - 3"5' - 2"12' - 4"5' - 1"3' - 0"3' - 2"5' - 2"7' - 3 1/4"5' - 0"5' - 2"2' - 11"3' - 6"1' - 0"6"4' - 0"2' - 2"166 SF STORAGE 107 134 SF WOMEN 108 135 SF MEN 109 173 SF CORRIDOR 105 77 SF ELECTRICAL 104 100 SF KITCHEN 103 694 SF MEETING ROOM 102 3' - 8"4' - 8"5' - 0" 1' - 4" 1' - 4"1' - 8"1' - 8"26' - 6 1/4"8' - 0"8' - 0"1 A-305 2 A-305 3 A-305 4 A-305 1 A-301 3 A-301 4 A-301 21' - 3 1/4"4' - 8"2' - 8"2' - 7"1' - 0"3' - 8"210.00°210.00°4' - 8"1' - 0"3' - 8"6' - 1 1/2"6' - 0 1/2" 1 A-302 2 A-302 3 A-302 C A-101 2 3 A-303 1 A-401 A-4013 5 4 PROVIDE NEW CONCRETE SLAB DOWELED INTO EXISTING SLAB, TRANSITION BETWEEN SLABS SHALL BE SMOOYJ AND FLUSH READY TO ACCEPT FINISH FLOORING 1 2 3 4 5 6 7 8'-0".8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8".MOVABLE CHAIRS IN SANCTUARY D G E NEW WINDOW HC HC A-101 3 28' - 8"6' - 4" 4'-4".8' - 0"4' - 4"4 5 .0 0 °45.00°INFILL WALLREMOVEEXISTING DOORRELOCATEEXISTING DOORDOORREMOVEEXISTIGINFILL EXISTING DOOR OPENING WITH 2XSTUD WALLS, BATT INSULATION AND 5/8" DRYWALL, ALIGN STUD TO ENSURE DRYWALL IS FLUSH WITH INIDE EDGE OF GROUT AT ADJACENT WALL PROVIDE NEW LINTAL TO SUPPORT CMU WALL STRUCTURE ABOVE. OLD LINTALS SHALL BE REMOVED, NEW LINTAL SHALL BE SIZED TO SPAN THE WHOLE DISTANCEREMOVEWALL SEE STRUCTURAL DRAWINGS FOR LINTAL/HEADER SIZING 1 2 3 ALL DIMENSIONS SHOWN ARE TO FACE OF STUD OR FACE OF BLOCK UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE WITH MECHANICAL. ELECTRICAL AND PLUMBING TRADES TO ENSURE INSTALLATION REQUIREMENTS FOR CLEARANCES AND ACCESS AROUND PIPES, WIRING, DUCTWORK, EQUIPMENT ETC. IS PROVIDED WHILE MAINTAING STRUCTURAL FRAMING REQUIRMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TRADES WORK INCLUDING DUCTWORK, MECHANICAL EQUIPMENT, ELECTRICAL WIRING, LIGHTING AND PLUMBING LAYOUTS. CONTRACTOR TO PROVIDE ALL SOFFITS & BOX- OUTS AS REQUIRED TO CONCEAL ALL MEP, HVAC, & ELEC. WORK. ALL DOOR ROUGH OPENINGS ARE 4" FROM NEAREST STUD/CMU FACE UNLESS OTHERWISE NOTED. DOOR CLEARANCES ARE 18" CLEAR ON PULL SIDE & 12" CLEAR ON PUSH SIDE. ALL DOORS SHALL COMPLY WITH ANSII A-117 2009 HANDICAPPED ACCESSIBILITY CLEARANCE REQUIREMENTS FOR THE VARIUS APPLICABLE DOOR APPROACHES. PROVIDE DEPRESSED AREAS (RMP)UNDER SLAB FOR RADON REMOVAL. AREAS SHALL BE 48"x48"x8" DEEP 3/8" CRUSHED STONE WITH 3" PERFORATED PVC PIPE CONNECTED TO SCHEDULE 40 PVC PIPE VENTED UP THROUGH BUILDING UP THROUGH THE ROOF WITH GOOSENECK SCREENED TERMINATION. PROVIDE FIRE EXTINGUISHER AS REQUIRED PER NFPA 10. COORDINATE QUANTITIES AND FINAL LOCATION WITH LOCAL AUTHORITY HAVING JURISDICTION. INSTALL FIRE EXTINGUISHER CABINET PLUMB AND LEVEL RECESSED IN WALL OPENING 18" FROM FINISHED FLOOR TO INSIDE BOTTOM OF CABINET THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND ELEVATIONS IN FIELD AND REPORT ANY DISCREPENCIES TO THE ARCHITECT. 1 2 3 INFILL OPENINGREMOVE DOORDOORREMOVEWALLREMOVENEW DOORINFILL EXISTING DOOR OPENING WITH 2XSTUD WALLS, BATT INSULATION AND 5/8" DRYWALL, ALIGN STUD TO ENSURE DRYWALL IS FLUSH WITH INIDE EDGE OF GROUT AT ADJACENT WALL SEE STRUCTURAL DRAWINGS FOR LINTAL/HEADER SIZING PROVIDE NEW LINTAL ABOVE OPENING DOORS SHALL BE 5'-0" WIDE EXISTING DOOR CAN BE RELOCATED TO NEW DOOR FROM SANCTUARY TO CORRIDOR Job.No.9/28/2020 10:10:07 AM\\HSAMAIN\Autodesk\Current Projects\Messiah EV Lutheran Church\CD\Messiah EV Lutheran Church - CD FINAL V2.rvtYYYY-2020 A-101 NOT FOR CONSTRUCTION REVISION NO DESC DATE 1 Owner's Comment 6/24/20 1/4" = 1'-0"1 FIRST FLOOR PLAN 1/4" = 1'-0"2 ALTERNATE 02 1" = 1'-0" GENERAL CONSTRUCTION NOTES 1/4" = 1'-0"3 ALTERNATE 01 FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" 10' - 2" 10' - 10" 11' - 6" R 5' - 9" EFIS EFIS EXISTING MASONRY EXISTING MASONRY NEW WINDOW 11'-8".NEW WINDOW8' - 0"1X10 PVC TRIM BOARDS 1/2" PVC PANELING 1X10 PVC VERTICAL JOINT BOARDS EFIS 1X8 PVC RAKE BOARDS 1x12 PVC FASCIA BOARDS AT EXISTING STUD WALLSNEW BUILT UP EFIS EXTERIOR1" EFIS INSET AT EACH DIMENSION (3) PREFABRICATED ANODIZED ALUMINUM CROSS FROM CFBSINC SQUARE BODY STYLE SC-12 12' - 0"2' - 5"8' - 5"1' - 2"6' - 0" 2' - 5"2' - 5"1' - 2" BUILT-UP EFIS TRIM BAND AT TOP OF EXISTING BLOCK 12 9 GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 12 9 ROOF STRUCTURE13' - 4"1X8 PVC RAKE BOARDS 1x12 PVC FASCIA BOARDS 1" EFIS INSET NEW EFIS ON BUILT UP WOOD STUD WALLSEXISTING CMU EXTERIOR WALLS TO REMAIN. NEW MASONRY WALLS SHALL MATCH EXISTING MASONRY FINISH NEW EFIS TRIM BAND AT TOP OF EXISTING MASONRY NEW ROOF OVER NEW ENTRY EXISTING AWNING WINDOWS TO REMAIN EXISTING MASONRY EXISTING 8'h ENTRY DOORS TO REMAIN 4 A-304 2 A-305 3 A-305 1 A-301 3 A-301 1 A-302 2 A-302 1 A-401 2 A-103 A-401 6 3' - 4"3' - 4"EXISTING CMU COURSING7' - 0"NEW CMU3' - 0"PROVIDE NEW CMU TO MATCH EXISTING REMOVE EXISTING WINDOWS INFILL WALL OPENING WHERE WINDOWS WERE REMOVED NEW MASONRYNEW MASONRY NEW ROOF TRUSSES GENERAL ENTRY ROOF NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. CONT. VINYL SOFFIT 6' - 0" FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" 1 A-304 EXISTING MASONRY EXISTING STUCCO 12 7 GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 5/8" G.W.B. CEILING. OVER EXISTING FLAT ROOFED SANCTUARY NEW PITCHED ROOF TRUSS STRUCTURE OVER EXISTING FALT ROOFED HALL NEW PITCH ROOF TRUSS STRUCTURE NEW ADDITON NEW ADDITION TO SANCTUARY 13' - 4 9/16" 1x12 PVC FASCIA BOARDS 1X4 PVC TRIM BOARDS EXISTING CMU EXTERIOR WALLS TO REMAIN. NEW MASONRY WALLS SHALL MATCH EXISTING MASONRY FINISH NEW EFIS TRIM BAND AT TOP OF EXISTING MASONRY NEW ROOF OVER NEW ENTRY EXISTING WINDOWS TO REMAIN2' - 6"NEW 4x4x16" CMU WALL TO MATCH EXISTING CMU NEW 4x4x16" CMU WALL TO MATCH EXISTING CMU 100 1/2" PVC PANELING 1X6 PVC TRIM BOARDS 12 7 1x12 PVC FASCIA BOARDS2 A-303 4 A-305 4 A-301 3 A-302 1234567 RTU 30 COURSES 4x4x1610' - 0"EFIS2' - 6"EFIS5' - 10"30 COURSES 4x4x1610' - 0"9' - 8"3 A-103 EFIS6' - 11 1/2"MASONRY10' - 0"Job.No.9/28/2020 10:10:15 AM\\HSAMAIN\Autodesk\Current Projects\Messiah EV Lutheran Church\CD\Messiah EV Lutheran Church - CD FINAL V2.rvtYYYY-2020 A-201 REVISION NO DESC DATE 1 Owner's Comment 6/24/20 1/4" = 1'-0"1 WEST ELEVATION (FRONT SIDE) 1/4" = 1'-0"2 NORTH ELEVATION (LEFT SIDE) FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" 1 A-303 EFIS 1X10 PVC RAKE BOARDS 1x12 PVC FASCIA BOARDS GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 102 NEW 4x4x16 CMU TO MATCH EXISTING CONTINUOUS EFIS TRIM BAND PROVIDE SCUPPERS TO DOWNSPOUTS TO SPLASH BLOCKS TO DIVERT STORM WATER AWAY FROM STRUCTURE NEW ADDITION TO FELLOWSHIP HALL NEW 4x4x16 CMU TO MATCH EXISTING 9" 1'-0" 3 A-304 4 A-304 2 A-305 3 A-305 1 A-301 3 A-301 1 A-302 2 A-302 1 A-401 2 A-103 58 COURSES16' - 11 1/2"30 COURSES10' - 0"EFIS EFIS EXISTING WINDOWS RELOCATED TO NEW WALL VINYL FENCE SCUPPERS TO SPLASH BLOCKS 6" ALUMINUM GUTTERS EFIS AT TOP OF WALL 30 COURSES10' - 0"29 COURSES9' - 8"M.O. 3' - 4"8' - 0"3' - 4"19' - 0"41' - 4" 6' - 4"6' - 5"38 COURSES12' - 8"2' - 8"1' - 7 1/2"NEW ROOF ASSEMBLY FULLY ADHERED 60 ML. EPDM ROOFING RIGID ISULATION DEPTH TO R30 3/4" PLYWOOD ROOF DECKING. WOOD ROOF FRAMING TRUSSES @24" O.C. POLY VAPOR BARRIER (INTERIOR SIDE) 5/8" GYPSUM BOARD EFISON EXISTING SANCTUARYNEW PITCHED ROOFTO EXISTING SANCTUARY NEW ADDITION CONNECTED PROVIDE GUTTERS TO DOWNSPOUTS TO SPLASH BLOCKS TO DIVERT STORM WATER AWAY FROM STRUCTURE FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 5/8" G.W.B. CEILING. OVER EXISTING FLAT ROOFED SANCTUARY NEW PITCHED ROOF TRUSS STRUCTURE NEW EFIS TRIM BAND AT TOP OF EXISTING MASONRY EXISTING 4x4x16 CMU NEW 4x4x16 CMU TO MATCH EXISTING TOOTH IN NEW CMU BLOCKS INTO EXISTING 2 A-303 4 A-305 4 A-301 3 A-302 1 2 3 4 5 6 7 12' - 8"2' - 8"30 COURSES10' - 0"EFIS5' - 10"EXISTING WINDOWS RELOCATED SHALL REMAIN EXISTING MASONRY 3 A-103 NEW MASONRY10' - 0"EFIS6' - 11 1/2"Job.No.9/28/2020 10:10:20 AM\\HSAMAIN\Autodesk\Current Projects\Messiah EV Lutheran Church\CD\Messiah EV Lutheran Church - CD FINAL V2.rvtYYYY-2020 A-202 REVISION NO DESC DATE 1 Owner's Comment 6/24/20 1/4" = 1'-0"1 EAST ELEVATION (BACK SIDE) 1/4" = 1'-0"2 SOUTH ELEVATION (RIGHT SIDE) 12/30/2020 Town of South Windsor 1540 SULLIVAN AVENUE ‘SOUTH WINDSOR,CT 06074 TELEPHONE (860)337-6173 December 29,2020 RECEIVED BOBWARD FEB 99_7n71 300 BUCKLAND RD South VWndsor,CT 06074 ‘SOUTH wwosaR PmmwG DEPT. 8-100 Application Street address:300 BUCKLAND RD Town:South VWndsor,CT 06074 Dear BOB WARD: On November 10,2020 this depadment received an application proposing a(n) addition on the property listed above.Based on the information provided and paperwork in our flies this request has been approved under the foltowing conditions: Maintain a minimum 10 feet distance from the existing septic tanks and Ieach fields from the proposed addition. Approvai is being granted under Section 19-1 3-3100a ofthe CT Public Health Coder This approval is given with the understanding that you will provide propercareandmaintenanceoftheexistingsystem(the septic tank is to be pumped every 3 years). :".'E'N EtaTHEOWNERISRESPONSIBLETOSEEKPROPER AUTHORIZATION FROM ALL TOWN AGENCIES PRIOR TO START OF CONSTRUCTION. Should you have any questions,please do not hesitate to contact this office at 860— 337-6173. Sincerely,WMHeatherOatis,REHS/RS,HHS Environmental Health Officer CC:Town of South VWndsor Building Department 1/1 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:2/24/21 TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Molly Keays, Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre, John Caldwell,Andrea Confrancesco,Chris Duchesne,Vincent Stetson FROM:Michele Lipe,AICP,Director of Flaming The Planning &Engineering Departments have received plans for the following proj ects: Appl 21—10P,Messiah Evangelical Lutheran Church Location:296 and 300 Buckland Road Future Town-owned property involved?D Yes &No D new street(s)D new detention area D new open space/recreation area D active Dpassive Flaming Department notes: Properties will be combined with this application Please comment by 3/2/2 l and return to the Planning Department. §Site Plan D Subdivision No.Acres 8.2 Zone BGD D Industrial &Commercial E Residential No.Lots/Units Water:&Public E Private Well Sewerage:D Public g Septic System Project Description:1,500 sf addition (adding on to the easterly side) Planning Department March 11,2021 Messiah Evangelical Lutheran Church C/O Design Professionais,inc. Suzanne Choate 21 Jeffrey Drive South Windsor,CT 06074 Dear Ms.Choate, Re:Appl.21-10P,Messiah Evangelical Lutheran Church —request for site plan modification for a 1,500 +/-sf addition,on property located at 296 and 300 Buckland Road,Buckland Gateway Development zone Please be advised that the above referenced matter has been scheduled on the Planning & Zoning Commission Regular Meeting agenda for Tuesday,March 23,2021.The Regular Meeting will follow the Public Hearing which begins at 7:00 p.m. This meeting will be held online via a WebEx Conference call.Someone must call in to represent the application.Call—in information will be available when the application for this meeting is posted and will be sent to you. One sign advertising the hearing must be posted on the property for ten (10)consecutive days Buckland Road by Saturday,March 13,2021. Signs can be picked up at the main entrance of Town Hall,1540 Sullivan Avenue,in the large grey plastic drop off bin next to the main entrance.Please call (860)644-2511 Ext 329 if you have any questions,Monday —Friday,8:00 a.m.—4:30 p.m. Sincerely, Lauren Zarambo Planning Department Secretary Town Hall 1540 Sullivan Avenue,South Windsor,CT 06074 i Tel (860)644—2511 Ext 329 i Fax (860)644-3781 i Michele.Lipe@SOLlthWindsor-CT.gov Appl #21-011P, Messiah Evangelical Lutheran Church Site Plan Modification 3/23/21 Planning Department Report 1. Request for site plan approval for a 1,500 sf building addition on property located at 300 Buckland Road, Buckland Gateway Development Zone. 2. The proposal is to add on to the sanctuary to the rear and to add restroom facilities and storage space along the northerly side of the building. The number of seats within the existing church will not change. There are no improvements shown in the parking area. 3. The other improvements being made to the building include a façade change to the front of the building including creating a more traditional church appearance. Other changes include adding some sidewalk linkages form the parking area to the church entrance as well as a walkway to the parsonage house. 4. The site is serviced by a septic system and public water. The applicant has been working with Heather Oatis, Town Sanitarian on the septic system upgrades which she has reviewed and approved. 5. The applicant is proposing to add new accent lighting to the front face of the building. This project was reviewed by the ADRC on March 3, 2021. The Committee was very pleased with the design and goal of creating the church appearance. They did request the applicant consider adding some roof top screening in front of the existing unit on the north side of the building visible from the parking area. 6. There are regulated wetlands on the site, and the plan calls for some disturbances in the wetlands upland review area. A Minimal Impact Permit was issue don March 4, 20201 for this work with standard approval conditions. 7. Staff is recommending a bond in the amount of $2,000.00 for erosion and sedimentation control If this application is approved, the planning department requests that a new deed be filed combining the properties as both properties are integral to meeting the zoning requirement shown with this proposal. k . mae 4m pmm h snc um:«mum and m ‘mm acl my“ W am “ sg anoo m Com“ 5m:am m ronm zm ms and mp (“mm a y.Q‘chanpmnsum e rain olsuum n or o,mm suc «mm m.vcguu mqum m mmmn PZC App 21 -OP Messiah Evangelical Lutheran Church 296 &300 Buckland Road 1 inch =92 feet mmmc na y .5 b.4 w W m y Q m uh Ml?wun m s m; mmmm a is .x hmp g:m na s pumy m : t.WN SF9 e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 NDsoe.CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7019 0140 0000 2425 7163 March 29, 2021 Messiah Evangelical Lutheran Church c/o Design Professionals, Inc. Peter DeMallie 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 21-10P, Messiah Evangelical Lutheran Church Site Plan, 296 and 300 Buckland Road We are pleased to advise you that the Planning & Zoning Commission voted on March 26, 2621 to approve with modifications the above referenced application for a Site Plan, This approval is for a site plan approval for a 1,500 sf building addition, on property located at 296 and 300 Buckland Road, GD zone, as shown on plans prepared by Design Professionals, Inc., Project No. 2558, dated February 18, 2021 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 bonds in the amount of $2,000 to ensure compliance with the erosion and sediment control. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. No building permits will be issued until the Office of State Traffic Administration certificate has been issued (per CGS §14-311). 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free-standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. A deed combining the properties at 296 and 300 Buckland Road shall be submitted Black and white transparent mylars of Sheet #'s 1 and 2 with the above modifications, together with three print copies of the entire set of plans with live signatures and raised seals must be submitted to this Commission 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, Bart Pacekonis, Chairman PLANNING & ZONING COMMISSION BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal PIANNINE DEPARTMENT February 265 2024 Messiah Evangelical Lutheran Church 300 Buckland Road South Windsor,CT 06074 TO Whom It May Concern: Re:App].21-10P Messiah Evangelical Lutheran Church Site Plan Modification I am pleased to advise you that the South Windsor Planning and Zoning Commission,at its Regular Meeting on February 13,2024,voted to release the following bonds: Appl‘21 —IOP Messiah Evangelical Lutheran Church E &S Bond in the amount of $2.000 reduced by $2,000 to leave a balance of-O-. A check will be mailed to you from the Town of South Windsor.Ifyou have any further questions.please contact the Planning Department at 860-644-25 1 1.ext.2329. Thank you. Very truly yours, Q/W'l/a ’1 fr /' Stephen Wagner,Chairman PLANNING &ZONING COMMISSION SW/js 1540 Sullivan Avenue,Snuth Windsnr,CT [16074 i Tel (HED)344-2511 Ext 2329 1 Planning@SnuthWindsnrvET.gnv