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HomeMy WebLinkAbout273 CHAPEL RD DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application' hereb � f 5�0d� BUILDING DEPARTMENT APP ED 1540 SULLIVAN AVENUE Bldg.Pemut# 4M644-2511 ext. 230 Date Iding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: �7� C� �� $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ,L&­-SLIC APPLICANT ADDRESS Jam— S GcJ �pC C,E CT Duo d� APPLICANT PHONE# 646— 6 5-1— l g 7 O W N S F,q OWNER �Gy/� IWAN OWNER ADDRESS OOWNER PHONE C ESTIMATED COST$ e. —T IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ r��s0 •CO�� TYPE OF JOB: CGt S� R _New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION?AYES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ( FACTORY FUTURE USE AND OCCUPANCY 6 STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN Z WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES 4NO IF YES,CHECK ALL THAT APPLY: (GADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑ INSURANCE COMPANY —7 WATER FLOW (� WATER PRESSURE AT SPRINKLER HEADS(PSI)ARE PUMPS REQUIRED? ❑YES dVO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. �T STATE SIGNATURE OF APPLICANT ATE ,. RECEIVED NOV 0 5 2015 HYDRAULIC CALCULATIONS South Windsor for Building Department Job Information Project Name Twin Manufacturing Contract No. Contract# City: South Windsor, CT Zip Project Location: 273 Chapel Road Date:10/20/2015 Contractor Information Name of Contractor: J&M Fire Sprinkler Address: P.O.Box 35 City: South Glastonbury, Connecicut 06073 : Phone Number: (860)3064301 E-mail:garylagnese@mac.com .f Name of Designer: LHC Authority Having Jurisdiction: Local/State Fire Marshal Design Remote Area Name 1 Remote Area Location 900 Occupancy Classification Light Haz Density(gpm/ft2) 0.115 Area of Application(ft') 900 Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 412.3 Required Pressure at Source(psi) 26.1 Type of System Wet Volume-Entire System (gal) 291.8 gal Water Supply Information Date 10-30-2013 Location 273 Chapel Road Source W1 Notes File:E:11D\ACE\TWinManu\SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 1 Job:Twin Manufacturing Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) File: E:\1DWCE\TWinManu\SP1.dwg , Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job Twin Manufacturing Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. f Water Supply Parameters Supply 1 W1 Flow(gpm) Pressure(psi) 0 84 1280 80 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) WI 84 80 1280 83.9 412.3 26.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 162.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 162.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 26.1 W1 -Flow(gpm) 162.3 Demand w/o System Pump(s) N/A File:E:%lDWCE\TWinManulSPl.dwg Date 10/29/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 3 Job Twin Manufacturing Hydraulic Analysis for 1 is Supply 1B System Demand i Add.Out.Hose 90 S1 S2 79.279 80- 70 60 i .y a ai so- V! to G! a I 40- i 30 D2 D3 20- to- D1 1 0- 0 400 Soo 600 700 Soo 900 1000 1100 1200 1300 1400 Flow,gpm File:E:\1DWCE\TWinManu\SP1.dwg Date 10/29/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 4 ''. per. � _ ..3;�'',� ••_ Job Twin Manufacturing Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure(psi) S1 Supply point#1-Static 0 84 S2 Supply point#2-Residual 1280 80 D1 Elevation Pressure 0 2.6 D2 System Demand 162.3 26.1 D3 I System Demand+Add.Out.Hose 412.3 26.1 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure(psi) @ Flow (gpm) Supply 83.7 316.9 57.4 412.3 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure i (RZ) (gpm/psis/2) (gpm/R2) (gpm) (psi) (gpm/R2) (gpm) (psi) Soil Overhead 130 5.6 0.1 13 7.2 0.123 16 8.1 Sprinkler S012 Overhead 130 5.6 0.1 13 7.2 0.124 16.1 8.3 Sprinkler S013 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.128 16.7 8.9 S014 Overhead 130 5.6 0.1 13 7.2 0.115 15 7.2 Sprinkler S015 Overhead 130 5.6 0.1 13 7.2 0.117 15.2 7.4 Sprinkler S016 Overhead 130 5.6 0.1 13 7.2 0.121 15.7 7.9 Sprinkler S017 Overhead 130 5.6 0.1 13 7.2 0.129 16.8 9 Sprinkler S018 Overhead 130 5.6 0.1 13 7.2 0.13 16.9 9.1 Sprinkler S019 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.131 17 9.3 S020 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.131 17 9.2 Fite:E:\1D\ACE\TWinManu\SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job Twin Manufacturing Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Sprinkler Type K-Fact. Coverage Req. Density Act Density Mim. Flow Act. Flow Req. PSI Act. PSI ft gpm/psil/z ft2 gpm/ft2 gpm/ft2 gpm gpm psi psi 5014 0 Overhead Sprinkler 5.6 130 0.1 0.115 13 15 7.2 7.2 ' S015 0 Overhead Sprinkler 5.6 130 0.1 0.117 13 15.2 7.2 7.4 5016 0 Overhead Sprinkler 5.6 130 0.1 0.121 13 15.7 7.2 7.9 SO11 0 Overhead Sprinkler 5.6 130 0.1 0.123 13 16 7.2 8.1 S012 0 Overhead Sprinkler 5.6 130 0.1 0.124 13 16.1 7.2 8.3 5013 0 Overhead Sprinkler 5.6 130 0.1 0.128 13 16.7 7.2 8.9 • 5017 0 Overhead Sprinkler 5.6 130 0.1 0.129 13 16.8 7.2 9 5018 0 Overhead Sprinkler 5. 1130 0.1 0.13 13 16.9 7.2 9.1 S020 0 Overhead Sprinkler 5.6 130 0.1 0.131 13 17 7.2 9.2 5019 0 Overhead Sprinkler 5.6 130 0.1 0.131 13 17 17.2 9.3 25 10 Node 4.1 24 10 Node 4.2 23 10 Node 4.8 02 10 Node 5.3 04 10 Node 5.5 • 32 10 1 Node 5.9 31 10 Node 6.1 05 10 Node 6.2 39 10 Node 6.4 38 10 Node 6.6 ; 19 10 Node 7.5 18 10 Node 7.7 • 16 10 Node 8.3 06 10 Node 8.6 15 10 Node 9.9 44 1 Node 19.3 46 1 Node 19.4 48-0 -1.46 Node 20.5 48-I -3.75 Node 25.1 1h'1 -6 Supply -162.3 26.1 �t File:E:%1D%ACE1TWinManu\SP1.dwg Date 1 0/2 912 0 1 5 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 /U Job Twin Manufacturing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gpm/psis/x) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S014 0 5.6 15 1 2x(us.90)=4 12.84 120 7.2 25 10 15 1.049 4 0.0761 -4.3 16.84 1.3 25 10 0 1.25 4.71 120 4.1 24 10 15 1.442 0 0.0162 0 4.71 0.1 24 10 15.2 1.25 9.76 120 4.2 23 10 30.2 1.442 0 0.059 0 9.76 0.6 23 10 15.7 1.25 lx(us.Tee-Br)=7.43 14.09 120 4.8 19 10 45.9 1.442 7.43 0.1282 0 21.53 2.8 19 10 0 2 10.16 120 7.5 18 10 45.9 2.157 0 0.018 0 10.16 0.2 18 10 33.7 2 11.51 120 7.7 16 10 79.6 2.157 0 0.05 0 11.51 0.6 16 10 34 2 lx(us.Tee-Br)=12.31 3.88 120 8.3 15 10 113.6 2.157 12.31 0.0966 0 16.19 1.6 15 10 48.7 2 3x(us.90)=18.46 11.22 120 9.9 44 1 162.3 2.157 18.46 0.1872 3.9 29.68 5.6 44 1 0 6 2x(us.90)=28 56 120 19.3 46 1 162.3 6.065 28 0.0012 0 84 0.1 46 1 0 6 2.46 120 19.4 48-0 -1.46 162.3 6.357 0 0.001 1.1 2.46 0 48-0 -1.46 0 6 2.29 0 20.5 Ames2000SS 48-I -3.75 162.3 0 0 1.5633 1 *** 2.29 3.6 48-I -3.75 0 6 lx(us.90)=24.19 104.81 140 25.1 W 1 -6 162.3 6.4 24.19 0.0007 1 129 0.1 W 1 26.1 Path No: 2 S015 0 5.6 15.2 1 lx(us.Tee-Br)=5 10 120 7.4 24 10 15.2 1.049 5 0.0779 -4.3 tA! 15 1 1.2 24 4.2 Path No: 3 SC16 0 5.6 15.7 1 llx(us.Tee-Br)=5 10 120 7.9 " 23 10 15.7 1.049 5 0.0828 -4.3 15 1.2 �. 23 4.8 File:E:\1D\ACE\TWinManu\SP1.dwg Date 10/29/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 7 1st` Job Twin Manufacturing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total(Pt) '1 Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/x) WPM) (in) (ft) (ft) (Psi) (Psi) y Path No: 4 SO11 0 5.6 16 1 lx(us.Tee-Br)=5 10.86 120 8.1 02 10 16 1.049lx(us.90)=2 7 0.0853 -4.3 17.86 1.5 _ 02 10 0 1.25 11.36 120 5.3 04 10 16 1.442 0 0.0181 0 11.36 0.2 04 10 16.1 1.25 10.07 120 5.5 05 10 32.1 1.442 0 0.066 0 10.07 0.7 05 10 16.7 1.25 lx(us.Tee-Br)=7.43 9.2 120 6.2 06 10 48.7 1.442 7.43 0.1433 0 16.63 2.4 ' 06 10 0 2 2x(us.Tee-Br)=24.61 39.45 120 8.6 15 10 48.7 2.157 24.61 0.0202 0 64.07 1.3 15 9.9 Path No: 5 S012 0 5.6 16.1 1 lx(us.Tee-Br)=5 10.86 120 8.3 04 10 16.1 1.049lx(us.90)=2 7 0.087 -4.3 17.86 1 1.6 04 5.5 Path No: 6 S013 0 5.6 16.7 1 lx(us.Tee-Br)=5 10.86 120 8.9 05 10 16.7 1.049lx(us.90)=2 7 0.0925 -4.3 17.86 1.7 05 6.2 Path No: 7 • S017 0 5.6 16.8 1 lx(us.Tee-Br)=5 10 120 9 31 10 16.8 1.049 5 0.0939 -4.3 15 1.4 31 10 16.9 1.25 lx(us.Tee-Br)=7.43 15.15 120 6.1 18 10 33.7 1.442 7.43 0.0723 0 22.58 1.6 18 7.7 yr Path No: 8 S018 0 5.6 16.9 1 lx(us.90)=2 10 120 9.1 32 10 16.9 1.049 2 0.0947 -4.3 12 1.1 32 10 0 1.25 9.58 120 5.9 31 10 16.9 1.442 0 0.0201 0 9.581 0.2 31 6.1 File:E:\1D\ACE\TVVnManu\SP1.dwg Date 10/29/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 8 �i..r Job Twin Manufacturing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/Psis/x) WPM) (in) (ft) (ft) (psi) (psi) Path No: 9 S020 0 5.6 17 1 ix(us.Tee-Br)=5 11.62 120 9.2 38 10 17 1.0491x(us.90)=2 7 0.0956 -4.3 18.62 1.8 38 10 17 1.25 1x(us.Tee-Br)=7.43 15.15 120 6.6 16 10 34 1.442 7.43 0.0736 0 22.58 1.7 16 8.3 Path No: 10 S019 0 5.6 17 1 2x(us.90)=4 11.62 120 9.3 39 10 17 1.049 4 0.0964 -4.3 15.62 1.5 39 10 0 1.25 9.58 120 6.4 38 10 17 1.442 0 0.0205 0 9.58 0.2 38 6.6 * Pressures are balanced to a high degree of accuracy. Values may vary by U.1 psi due to display rounding. * Maximum Velocity of 14.25 ft/s occurs in the following pipe(s): (44-15) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. :t t File:E:11D1ACE1TWinManu%SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 7RECEEIVEDHYDRAULIC CALCULATIONS for 2015 Job Information Buil�dlnthlWepartment Project Name Twin Manufacturing Contract No. Contract# City: South Windsor, CT Zip `' •'t Project Location: 273 Chapel Road Date:10/20/2015 Contractor Information Name of Contractor: J&M Fire Sprinkler Address: P.O.Box 35 City: South Glastonbury, Connecicut 06073 Phone Number: (860)306-4301 E-mail:garylagnese@mac.com Name of Designer: LHC Authority Having Jurisdiction: Local/State Fire Marshal Ar Design Remote Area Name 1 Remote Area Location 900 Occupancy Classification Light Haz Density(gpm/ftl) 0.115 Area of Application(ft') 900 • Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 t Total Water Required(incl.Hose Streams)(gpm) 412.3 Required Pressure at Source(psi) 26.1 Type of System Wet Volume-Entire System (gal) 291.8 gal Water Supply Information Date 10-30-2013 • Location 273 Chapel Road Source W1 Notes • • File:E:\1DWCBTWinManuXSPl.dwg r Date 10/29/2015 Copyright O 2002-2012 Tyco Fire Protection Products Page 1 1r .ti Job Twin Manufacturing Node Labels: Off Pipe Labels: Off Diagram for Design Area . 1 (Optimized Hvdraulic Simplified) File:E:\1D=E\TWinManu\SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job Twin Manufacturing Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Y Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. ' Water Supply Parameters Supply 1 W1 Flow(gpm) Pressure(psi) 'i'• 0 84 •' 1280 80 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure ' Node at Source Pressure Pressure '. (psi) (psi) (gpm) (psi) (gpm) (psi) W1 84 80 1280 83.9 412.3 26.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ ?' Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 162.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 162.3 ��► — Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 26.1 W1 -Flow(gpm) 162.3 Demand w/o System Pump(s) N/A c . J File:E:11D1ACE%TWinManu\SPI.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job Twin Manufacturing Hydraulic Analysis for : 1 m Suppy f System Demand It Add.Out.Hose 90- S1 S2 79.279 80 i 1 70 — -- - --, — -- l 60- i i a 4; 50- IA IA Y1 a 40 30 D2 D3 20 10- D1 1 0- 0 400 500 600 700 800 900 1000 1100 1200 1300 1400 Flow,gpm File:E:\1 DWCE\TWinManu\SP1.dwg Date 10/29/2015 Copynght 0 2002-2012 Tyco Fire Protection Products Page 4 Job Twin Manufacturing r. I t j Hydraulic Analysis for : 1 Graph Labels i Label Description Values I Flow (gpm) Pressure(psi) S1 Supply point#1-Static 0 84 S2 Supply point#2-Residual 1280 80 D1 Elevation Pressure 0 2.6 D2 System Demand 162.3 26.1 D3 System Demand+Add.Out.Hose 1 412.3 26.1 i Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure(psi) Flow (gpm) Pressure(psi) @ Flow (gpm) Supply 4 83.7 316.9 57.4 412.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (9pm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) SO11 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.123 16 8.1 S012 Overhead 130 5.6 0.1 13 7.2 0.124 16.1 8.3 Sprinkler S013 Overhead Sprinkler, 130 5.6 0.1 13 7.2 0.128 16.7 8.9 S014 Overhead 130 5.6 0.1 13 7.2 0.115 15 7.2 Sprinkler 5015 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.117 15.2 7.4 5016 Overhead 130 5.6 0.1 13 7.2 0.121 15.7 7.9 Sprinkler 5017 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.129 16.8 9 5018 Overhead 130 5.6 0.1 13 7.2 0.13 16.9 9.1 Sprinkler S019 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.131 17 9.3 S020 Overhead 130 5.6 0.1 13 7.2 0.131 17 9.2 Sprinkler 1 File:EA1D=E\TWinManu1SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job Twin Manufacturing Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Sprinkler Type K-Fact. Coverage Req. Density Act Density Mim. Flow Act. Flow Req. PSI Act. PSI �•: . ft 9pm/psiY2 ft2 gpm/ft2 gpm/ft2 gpm gpm psi psi S014 0 Overhead Sprinkler 5.6 130 0.1 0.115 13 15 7.2 7.2 S015 0 Overhead Sprinkler 5.6 130 0.1 0.117 13 15.2 7.2 7.4 S016 0 Overhead Sprinkler 5.6 130 0.1 0.121 13 15.7 17.2 7.9 SO11 0 Overhead Sprinkler 5.6 1130 0.1 0.123 13 16 7.2 8.1 S012 0 Overhead Sprinkler 5.6 130 0.1 0.124 13 16.1 7.2 8.3 S013 0 Overhead Sprinkler 5.6 130 0.1 0.128 13 16.7 7.2 8.9 S017 0 Overhead Sprinkler 5.6 130 0.1 0.129 13 16.8 7.2 9 S018 0 Overhead Sprinkler 5.6 130 0.1 0.13 13 16.9 17.2 9.1 S020 0 Overhead Sprinkler 5.6 130 0.1 0.131 13 17 7.2 9.2 S019 0 Overhead Sprinkler 5.6 130 0.1 0.131 13 17 7.2 9.3 25 10 Node 4.1 24 10 Node 4.2 23 10 Node 4.8 02 10 Node 5.3 04 10 Node 5.5 32 10 Node 5.9 31 10 Node 6.1 05 10 Node 6.2 39 10 Node 6.4 38 10 Node 6.6 19 10 Node 7.5 18 10 Node 7.7 16 10 Node 8.3 06 10 Node 8.6 15 10 Node 9.9 0 44 1 Node 19.3 46 1 Node 19.4 48-0 -1.46 Node 20.5 48-I -3.75 Node 25.1 W1 -6 Supply -162.3 26.1 • File:E:\1D\ACE\TWinManu\SP1.dwg Date 10/29/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 6 >n Job Twin Manufacturing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total Flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psOh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S014 0 5.6 15 1 2x(us.90)=4 12.84 120 7.2 25 10 15 1.049 4 0.0761 -4.3 16.84 1.3 25 10 0 1.25 4.71 120 4.1 24 10 15 1.442 0 0.0162 0 4.71 0.1 24 10 15.2 1.25 9.76 120 4.2 23 10 30.2 1.442 0 0.059 0 9.76 0.6 23 10 15.7 1.251x(us.Tee-Br)=7.43 14.09 120 4.8 19 10 45.9 1.442 7.43 0.1282 0 21.53 2.8 19 10 0 2 10.16 120 7.5 18 10 45.9 2.157 0 0.018 0 10.16 0.2 18 10 33.7 2 11.51 120 7.7 16 10 79.6 2.157 0 0.05 0 11.51 0.6 16 10 34 2 lx(us.Tee-Br)=12.31 3.88 120 8.3 15 10 113.6 2.157 12.31 0.0966 0 16.19 1.6 15 10 48.7 2 3x(us.90)=18.46 11.22 120 9.9 44 1 162.3 2.157 18.46 0.1872 3.9 29.68 5.6 44 1 0 6 2x(us.90)=28 56 120 19.3 46 1 162.3 6.065 28 0.0012 0 84 0.1 46 1 0 6 2.46 120 19.4 48-0 -1.46 162.3 6.357 0 0.001 1.1 2.46 0 48-0 -1.46 0 6 2.29 0 20.5 Ames2000SS 48-I -3.75 162.3 0 0 1.5633 1 *** 2.29 3.6 ,.r 48-I -3.75 0 6 ix(us.90)=24.I9 104.81 140 25.1 W 1 -6 162.3 6.4 24.19 0.0007 1 129 1 0.1 W 1 26.1 Path No: 2 S015 0 5.6 15.2 1 lx(us.Tee-Br)=5 10 120 7.4 24 10 1.5.2 1.049 1 5 0.0779 -4.3 15 1.2 24 4.2 Path No: 3 S016 0 5.6 15.7 1 lx(us.Tee-Br)=5 10 120 7.9 23 10 15.7 1.049 5 0.0828 -4.3 15 1.2 23 4.8 File:E:\1D\ACE\TWinManu\SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job Twin Manufacturing Hydraulic Calculations PIPE INFORMATION , Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) , Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) d (ft) (gPm/Psi+/2) (gPm) (in) eft) eft) (Psi) (Psi) p A Path No: 4 SO11 0 5.6 16 1 lx(us.Tee-Br)=5 10.86 120 8.1 02 10 16 1.049 lx(us.90)=2 7 0.0853 -4.3 17.86 1.5 02 10 0 1.25 11.36 120 5.3 04 10 16 1.442 0 0.0181 0 11.36 1 0.2 04 10 16.1 1.25 10.07 120 5.5 05 10 32.1 1.442 0 0.066 0 10.07 0.7 05 10 16.7 1.25 1x(us.Tee-Br)=7.43 9.2 120 6.2 06 10 48.7 1.442 7.43 0.1433 0 16.63 1 2.4 06 10 0 2 2x(us.Tee-Br)=24.61 39.45 120 8.6 15 10 48.7 2.157 24.61 0.0202 0 64.07 1.3 15 9.9 `• Path No: 5 S012 0 5.6 16.1 1 lx(us.Tee-Br)=5 10.86 120 8.3 04 10 16.1 1.049lx(us.90)=2 7 0.087 -4.3 17.86 1.6 04 5.5 Path No: 6 S013 0 5.6 16.7 1 lx(us.Tee-Br)=5 10.86 120 8.9 05 10 16.7 1.049lx(us.90)=2 7 0.0925 -4.3 17.86 1.7 05 6.2 m Path No: 7 S017 0 5.6 16.8 1 lx(us.Tee-Br)=5 10 120 9 31 10 16.8 1.049 5 0.0939 -4.3 15 1.4 31 10 16.9 1.25 lx(us.Tee-Br)=7.43 15.15 120 6.1 18 10 33.7 1.442 7.43 0.0723 0 22.581 1 1.6 �18- 7.7 Path No: 8 S018 0 5.6 16.9 1 lx(us.90)=2 10 120 9.1 32 10 16.9 1.049 2 0.0947 -4.3 12 1.1 32 10 0 1.25 9.58 120 5.9 31 10 16.9 1.442 0 0.0201 0 9.58 0.2 31 6.1 File:E:\1D\ACE\TWinManu\SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job Twin Manufacturing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) Wm/Psis/2) WPM) (in) (ft) (ft) (Psi) (Psi) Path No: 9 S020 0 5.6 17 1 lx(us.Tee-Br)=5 11.62 120 9.2 38 10 17 1.0491x(us.90)=2 7 0.0956 -4.3 18.62 1.8 38 10 17 1.25 1x(us.Tee-Br)=7.43 15.15 120 6.6 16 10 34 1.442 7.43 0.0736 0 22.58 1 1.7 16 8.3 Path No: 10 S019 0 5.6 17 1 2x(us.90)=4 11.62 120 9.3 39 10 17 1.049 4 0.0964 -4.3 15.62 1.5 39 10 0 1.25 9.58 120 6.4 38 10 17 1.442 0 0.0205 0 9.58 0.2 38 6.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.25 ft/s occurs in the following pipe(s): (44-15) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. r File:E:\1D1ACE%TWinManu%SP1.dwg Date 10/29/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 .� $'t. ♦''; . � TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSO Phone No. '? _ Address 173� Site Name P&Z No. Owner Phone No. Contractor l., �`•1 Signature of Owner /. �. _ Date: Signature of Design Engr. / Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS : (As Required) / Dir. Of Planning 4 Date: Town Engineer -' Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS : White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 959,070 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT ERMIT# Applic _ion is here TOWN OF SOUTH WINDSOR �� a� BUILDING DEPARTMENT ':::APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date BtAng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 �it�iyr�FetGTt.IP-itilor any fraction thereof gnation Apt.No. APPLICANT I)AN E c S APPLICANT ADDRESS 6 :5AN,eg•p DIz- s. APPLICANT PHONE# A.o O W N S F,q OWNER 1VA1-)-)k,)wAC,741AW f OWNER ADDRESS o2 7 3 J,AAPeL /0-0 OOWNER PHONE 86 e a. 1 l C ESTIMATED COST$ Ob �.� IS THIS A CONTRACT COST? _Yes -zNo FEE ENCLOSED$ ��yS, f��SOR C++0�✓/�� TYPE OF/JOB: i 1 a 1G1 New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES WITH ❑BUSINESS CURRENT USE AND OCCUPANCY �i(�ousTR-�a ❑ASSEMBLY ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY STIt,;A�- ❑ STITUTIONAL WFACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD e0-vQc„? /X N N N/ SIZE OF SERVICE (a-ov R SIZE OF MAIN CONDUCTORS 3 SE rs 75o At-v, NUMBER OF METERS / NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS 3 NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 7 A-4- /d0-0 ^ J P yw �5 vlcc - I-A Is /s A Ta T4i E &-cia—Lnj 7�s�a�rfa�c.AtiE2���.p� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. i0 3iaa- E-/ �— CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT 46a-� _ DATE P-/3-0 7 Daniels Electric, Inc. CT LIC# 103122 6 Sandra Drive South Windsor, CT 06074 Tel. (860)289-8512 Fax. (860)289-2091 Date: August 13,2007 To: Electrical Inspector Town of South Windsor Re: Twin Manufacturing 273 Chapel Road I authorize Bernie Morissette to apply for an electrical permit for the referenced project on behalf of Daniels Electric,Inc. Signed /�� i� -� Daniel Etienne—President CT. License-#103122—E1 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. Address Site Name P&Z No. Owner Phone No. Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department Electric # APPLICATION FOR BUILDING PE"41T ' Plumbing# 273 Chapel Road Date: + HVAC # Sprinkler# 30188 FINAL APPROVALS !---- ----- --- - - - ---i Estimated Cost $ 0 Building -Z'v� I COMPLETE RED BOXED AREAS Permit Fee $ 3 Occupancy Fee $ n Engineering I TYPE OR PRINT ONLY Eng. Ins Fee $ Affidavit or CO. '" L SIGN ON REVERSE SIDE ! Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant dLSLn/ Go1yjri20U`4o 4 Location of Work `73 G1}�%ice Lot No. Applicant's Address' 44,/u4 z_,41yiz� /�.�r� AQT -eoy vi- Tel.# Town Zip E?o10f"' Lic.# Owner_7A_ 4r-/' Architect C. & . Owner's Address Architect's Address/ .60ANrL etV Zip_aa�Eh Zip_ Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 111JIE"J City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO S Cert. Area Basement Garage Approved by Date i 3 • 1 • Use Group Construction Type yG Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this Tinand it use is allowed Signed I hereby apply for a Certificate of Occupancy r the wo described in this application for the permit Signed - DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •*-30188-B 30,000 B01 FOOTING 11/21/03 CJD A B10 FINAL 02/10/04 JFF D NO ACCESS LEFT DOOR TAG B10 FINAL 02/17/04 PJP D DAUGHTER HOME, SPOKE WITH HMOWNER ON PHONE, HER HUSBAND WANTS TO BE @ CO, CALL TO RESCHED B10 FINAL 02/19/04 JFF D WITH OWNER COLLAR TIES ADJUST SIDE DOOR 1HR WALL AT HOUSE SELF CLOSER CALLED CONTRACTOR B10 FINAL 03/12/04 CJD A PROTECT ROMEX @ WALLS.SINGLE OTLT DEDCTD TO C COMPRESSOR (EXEMPT GFI) B10 FINAL 03/12/04 CJD A CLOSED OUT. ++-18742-E 1,270 E01 SERVICE 01/06/04 JFF A WITH CONTRACTOR OK TO RELEASE TO NU 3 -V OA L/IZ,t,e- 1 � Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30188-B 142 BO1 FOOTING 10/06/06 MR A REAR OF BUILDING E02 UNDERGROUND 10/19/06 JFF A 2 2IN SCD40 CAUTION TAPE P02 UNDERGROUND 10/19/06 JFF A TRENCH GAS TRACING WIRE IN PLACE BO1 FOOTING 10/11/06 JFF A WALL POUR 2NO5 T/B PIERS 2NO6 350000NCRETE B09 OTHER 10/23/06 MR A FLOOR POUR PO4 GAS TEST 12/01/06 MR A PRESS TEST ON GAS PIPING (IN TRENCH)-AT BLDG EXTERIOR. B10 FINAL 12/14/06 MR D NEED TO BOND STRUCTURAL STEEL OF METAL BLDG. NEED PRESS REST ON GAS PIPING DONE INSIDE BLD B10 FINAL 12/14/06 MR D CONTD-PROTECT GAS PIPING FROM CORROSION CLARIFY CLEARANCE OF HEATER ABOVE VEHICLE B10 FINAL 12/14/06 MR D NEED TO SUBMIT AS BUILT PLAN E10 FINAL 12/14/06 MR D NEED TO BOND STEEL OF METAL BLDG P10 FINAL 12/14/06 MR D NEED PRESS TEST ON GAS PIPING DONE IN THE INTERIOR OF BLDG PROTECT EXTERIOR GAS PIPING PO4 GAS TEST 12/18/06 MR A PRESS ON GAS PIPING APPROVED. RECHECK ON EXPOSED GAS PIPING-OK B10 FINAL 02/02/07 MR A Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- a � UNDERGROUND STORAGE PG. of STATE OF CONNECTICUT Deportment of Environmental Protection EPHM-6 NEW 10/85 2 A.SITE I.D. � ,FACILITY NOTIFICATION � UNDERGROUND STORAGE FACILITIES PROGRAM 3. FOR STATE Z HAZARDOUS DOUCapSolAveu MATERIALS Hartford,CT MANAGEMENT UNIT AGENCY USE ONLY O FIRST _ — B.DATE RCVD BY D.E.P C.DATE ENTERED �' la. NOTIFICATION OR SITE I.D. TEL.556-4630 y w`+ rn SUBSEOUENT (It checked, PLEASE TYPE.ALL THREE COPIES MUST BE LEGIBLE! D.D.GRID COORDINATES E.DOES FACILITY MEET NEW REQUIREMENTS? b. ❑ NOTIFICATION enter No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. X Y ❑YES ❑NO LOCATION SITE NAME � NO.AND STREET NEAREST INTERSECTING STREET CITY OR TOWN STATE 5AATITaUDE �� ;LONGITUDE tt 4. OF FACILITY -4)*M+q' c ,r�C , a�3 C�, �� �•at� �f. S ��+� LJsrtc St,� C 41 to o8 172 37 o I BUSINESS NAME AND NAMES NO AND STREET CITY OR TOWNLA), . STATE ZIP CODE TELEPHONE 6. MAILING ADDRESS (J-nl +,,,.Sf.t��i,r. �rr . 73 Chr f � 1\p<.t� 50--1I\ w,.�Asor J. 060-PI l� 3 _a4 66gj co NAME ` NO.AND STREET (� ( CITY OR TOWN STATE ZIP CODE TELEPHONE Z 7. FACILITY OWNER c ,• J• �r �3 Chr. P� 1\Uac1 Jd t1 (C�.rCISGr (` 0(9(J' fa3) pSfl 66yj Uj 8. TYPE OF OWNER PRIVATE ❑ STATE ❑ MUNICIPAL El FEDERAL(G.S.A. No. OPERATOR/CONTACI NAME ( NO.AND STREET (( CITY OR TOWN \\ STATE ZIP CODE TELEPHONE 9. PERSON GA• StiE r \ - a7 t. c 4.\ 50••1 h LV t nl'SGr CI 10. I la. I lb. 12a. 12 b.STATUS 13. TYPE OF 14. CON NTS- 15.CONSTRUCTION 16.PROTECTION 17. INTEGRAL 18 19. FAILURE > DATE CONTENTS MATERIALS o.INT NAL b. EXTERNAL PIPING SYSTEM TANK ID. DATE OF Z- TOTAL p I EST.QUANTITY CHEMICAL NAME OF PRINCIPAL Z a. b. DATE OF MONITORING rUETERMINATION a w y TANK u n o u Z INSTALLATION ,° CAPACITY Z I LEFT40RED o p o a SUBSTANCE j Z a o Z o W v Z m o o _ INSTALLATION SYSTEM CONDUCTED? a� (Gals.) O a LAST at O V (not trade name.) o w a. a t= d (Mo./Yr.) w o w O a I (if any). O O w-O= w O V �,a O V w � v o a OR (II"YES",enter DATE" Q Z O USED a a w (Enter C.A.S. No.�lf known) u, w Z ~ aE Ow '_'' ace n E '`� = REPLACEMENT w' m— I (Gals.) w f 2 0 w E. a O a Z Z Q O O a 0 O,` o z O (Specify type and attach results). z a I (Mo./Yr.) O J V J N w J V V 3 V a O n _ (Mo./Yr.) from list 8) 'If"NO",enter"NO") Examle P 5/75 30 5000 X X Heating fuel#2 X X H 5 5/75 U NO Trich P — X I�h It.CAS I#790t16 ne X X � E 7 7/6 0 U Example 7/60 8000 X 8/78 A ? X -I��.t: ? U IVO e V Z O i u w x1- OL i 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? YES 22.CERTIFICATION: I certify under penalty of low that I have personally Lo 22b,DATE SIGNED examined and am familiar with the information submitted in this and all attached X Z 21. COMMENTS: documents and that based on my inquiry of those individuals immediately responsible 0 for obtaining the information,1 believe that the submitted information is true, F- accurate and complete.Penalties:any owner who knowingly fails to notify shall be 22d.OFFICIAL TITLE(of owner or authorized Wsubject to a civil penalty not to exceed$10,000 for each tank for which notification 22c. (Type or Pnnc, representative). to is not given or for which false information is submitfe . Ie• c l f {•P G's fA G P' I_ COPY 2 . SEND TO LOCAL FIRE MARSHAL 76 /!a//i �l IX 24 - _ 24• / 68 • .Op�, �,`'t III ,` � •`� y '��'rr ! l i 'l .0 '/ � 4 � r, 2� \� ! I � Rp.,O /110 • � ,1 .( ,'� ,, 1L1 , ,� � it � of bo �\ \ L rt 6 r / r 0 I b l 134.000E ii l U -NERGROUND STORAGE PG. of STATE OF CONNECTICUT Department of Environmental Protection .L tt,.L�,` �. EPHM-6 NEW 10/85 2. A.SITE I.D. F Y NOTIFICATION ��. UNDERGROUND STORAGE FACILITIES PROGRAM 3. FOR STATE Q HAZARDOUS MATERIALS MANAGEMENT UNIT 1�i �!It Z 165 Capitol Avenue,Hartford,CT 06106ry-'mod AGENCY USE ONLY 0 FIRST _ ^� B.DATE RCVD BY D.E.P C.DATE ENTERED t= la. NOTIFICATION TEL. 566-4630 V SITE I.D. w y•"' N / OR PLEASE TYPE.ALL THREE COPIES MUST BE LEGIBLE! VD.GRID COORDINATES E.DOES FACILITY MEET NEW REQUIREMEt1TS? LRJY SUBSEQUENT (tl checked,b. NOTIFICATION enter No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. Y ❑YES ❑NO SITE NAM NO.AND STREET NEAREST INTERSECTIN STREET CITY OR TOWN STATE S.IATITUDE i L TUDE LOCATION ��pp p r it 7217. j� r r� 4. OF FACILITY �/✓�/�� / 7 3�AE L K- --_ [7' U1 t"6S0a r J2 17 0 BUSINESS NAME AND NAME // NO.AND STREET /� CITY OR TOWN STATE ZIP CODE TELEPHONE 6. MAILING ADDRESS �(I(/ �� r 6, 7 3 (1 41t PE IC t _ �Q_t�_ _ 0 f7 1..) �0 9 Co NAME NO.AND STREET ZITY OR TOWN STATE ZIP CODE _ TELEPHONE Z 7. FACILITY OWNER I _ T`O 4 _ 2 b04 V Lu 8. TYPE OF OWNER PRIVATE ❑ STATE ❑ MUNICIPAL ❑ FEDERAL(G.S.A.No. N OPERATOR/CONTACT N NO.AND STREET (� TY OR'T/O,WN STATE ZIP CODE TELEPHONE 9. PERSON R�.� fs�' >1�(a12 /� �13 ptl _ 1� � W1AA10 �� o Zri? 60 10. 16.PROTECTION 17.INTEGRAI 11a. l lb. 120. 12 b.STATUS 13.TYPE OF 14.CONTENTS- 15.CONSTRUCTION18. 19.FAILURE > DATE CONTENTS MATERIALS a•INTERNAL b.EXTERNAL PIPING SYSTEM TANK ID. TOTAL f. Z a. b.DATE OF MONITORING DETERMINATION DATE OF z— 0 l EST.QUANTITY U CHEMICAL NAME OF PRINCIPAL INSTALLATION ~° CAPACITY z w l TANK SUBSTANCE h W U 0 �0 u INSTALLATION U LEFT STORED 0 < g— O w o SYSTEM CONDUCTED? o� (Girls.) o< i > LAST DO U (not trade Home.) S a w W O v s's �'_ °G i $ OR (Mir./Yr.) x o w a (if any). at p =a- S w ~d O U = i (If"YES",corer DATE" sus= j Q Z O USED W a. f g (Enter C.A.S.No.,ff known) W �S d Mtn E w ? Q F rw- ~O o' N O ° REPLACEMENT (Specify type and allach results). W Girls. LU Z j Z <— ( ) (Mo./ter.) O U Q os>.. H LL eWc ? j U U 3 U �- u s (Mir./Yr.) from list B) (if"NO",enter Example 5/75 30 5000 X X Heating fuel#2 X X H 5 5/75 U NO Tr Example 7/60 8000 X 8/78 X 111 CASIoroeth#79016ana X X E 7 7/60 U II 1 ? o I0, o-w y 0 PaL Z )4 ? �0_ U w 3 0 , ova &8 SO1) J-7 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? 22a.SIGNA DATE SIGNED YES 22.CERTIFICATION: I certify under penalty of law that I have personally examined Oand am familiar with the information submitted in this and all attached documents and .7,22b. �21. COMMENTS: (j that based on my inquiry of those individuals immediately responsible for obtaining the � �; �(,� information, 1 believe that the submitted information,s true,accurate and complete. (of e. -or authorized F- 22c.NAME(Type or Pnnry 22d.OFFICIAL TIT V Penalties:any owner who knowingly foils to notify shall be subjecttoo civil penalty not to esenlative). Nexceed $10,000 for each tank for which notification is not given or for which false F information is submitted. _RQ BERT" ?f C A-„ Peer. 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TOWN OF SOUTH WINDS:' This certified that !his plan and specifications arr•it copl,s of the proposed building or alterations to r ,rected at a7 �rFother with amend ntc c.!.+tud in applicatiun iI-d with plan a:G 1 ai?r�c to c7mply 01th all znrl. riding <md stntx laws and S-11 orders as shrrr led by the Building Drpartm:-nt during Pend, this application and final issuance of a build" permit. Signed plan is appro,ed h eo te ndiilion tP= -rdrrs and ordinances reg rating building shall b• complied with. Conditionally Approved These filed with Building Inspeotot Plork PAU OF Z^GYAHIG C0'"'r- LIAwCE U,rE.:,+ na r; S ts) G.Id;or struct ;tc;:. - t .. :l:rtJ, �J "lam'%:il "i this pl- at �1, ±rJ O L1�^,,;J _ with .;I ;tiori3. 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Weight: 40 lbs. -Aluminum Tube Frame with .040 Aluminum Skin Pop-Riveted to Vertical Struts -White Background with Burgundy, Titanium Grey & Black Graphics STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. § 31-286b) Property located at �, Cfi`�%C_ 4,0 - In the town of Name of building permit applicant: ®L ji,„/ c o p_r4 s,c sj` d 'c,Lc Please check one: 1._I am the owner of the above property. 2._I am the sole proprietor of a business. 2A.Name of business 211.Federal Employer Identification Number(FEIN) ...................................................................................................6................ Pursuant to§31-286b,"a property owner or sole proprietor(who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2._I� intend to act as a general contractor of principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit Below. .................................................................................................................... Affidavit I hereby swear and attest that I will require proof of worker's'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with.the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of appli t Subscribed and sworn to before me this day of S16;411 200.�:. (Notary Public/Commissioner of the Superior Court) Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PER*1 5 u�''� outh Windsor PERMIT#1w Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Buil ' ector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ),,EO"Akd /'- �l/�f'f/•VA2i� t7/9 ),t=NN `!r1 /=4j6=G/wC_ APPLICANT ADDRESS ;.() 7-,4t7 4V - kC)r /ay 1.z aL. c D(,D(o r? APPLICANT PHONE# OWN 3 F,q OWNER Z2 t/ Z2F( < OWNER ADDRESS c2Z 3 C-/2114tl lel-2 lf 0 y;_4 w1alo y .CT OOWNER PHONE C ESTIMATED COST$ OO IS THIS A CONTRACT COST? Yes _No /1/ FEE ENCLOSED$ (' 7 TYPE OF JOB: SOR'CO�� ew Installation _Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED H A BUILDING PERMIT APPLICATION? S ❑NO ❑RESIDENTIAL U-815'SINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑ MERCANTILE FUTURE USE AND OCCUPANCY S/Oy&K r.— ❑ EDUCATIONAL ❑INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME PHONE ❑ STORAGE URARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATIONlWIRING METHOD /YI C-- SIZE OF SERVICE /o'Z SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS 10AM/0 NUMBER OF SWITCHES :�, NUMBER OF OUTLETS_," NUMBER OF LIGHT FIXTURES_ NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK ZAZI I za2& Cj;-uET-C THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT ROVE 1540 SULLIVAN AVENUE b �� 644-2511 ext. 230 Bldg.Permit# l Date av ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: `2-7 t-;ti �4 P e `( ,'� `[ $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT s4 APPLICANT ADDRESS /1K1 A%Aj y� t'U z 71► i 2!� G / E- g APPLICANT PHONE# OW N S�q OWNER OWNER ADDRESS A a c.s 0 OWNER PHONE C ESTIMATED COST$ .� IS THIS A CONTRACT COST? _No / �G FEE ENCLOSED$ ���C• Jd 7 SOR CO�� TYPE OF JOB: `—New Installation _Alteration/Addition/Repair APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF S M: TYPE OF BUILDING: ;aliEATING R X.SIDENTIAL, ❑ A/C OCOMMERCIAL 0 VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) AJ GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑ OIL—GPM OIL TANK LOCATION :❑ INSH)E❑ OUTSIDE CAPACITY ❑ GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT J< � /�Q DATE IC DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ,�,�, BUILDING DEPARTMENT 2(e APPROVE 1540 SULLIVAN AVENUE r 644-2511 ext. 230 Bldg.Permit# e Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: � L 6 <,, , $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Aq-9 T_ APPLICANT ADDRE APPLICANT PHONE# '— O VJ N SF-4 F,q OWNER OWNER ADDRESS U) OWNER PHONE O C ESTIMATED COST$ i OC> IS THIS A CONTRACT COST? ✓es _No FEE ENCLOSED$a � r�Os O�� TYPE OF JOB: R C VNew Installation _Alteration/Addition/Repair Revised 4/01//2002 C� APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? W'YES ❑ NO U'BUSINESS CURRENT USE AND OCCUPANCY th�C El ASSEMBLY �� 4. ❑MERCANTILE FUTURE USE AND OCCUPANCY __ 5 /yj� ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DrSCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. c��o�6/ P—� �r✓� CONTRACTORS LICENSE NO TYPE S/,-?14 TTATE SIGNATURE OF APPLICANT DATE .5 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Applica ' TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 (Date) 1111ding Inspector) Application must be printed or typed FEE SCHEDULE ' n of Jo 'cA, $041,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any-fraction thereof Tenant Designation Apt.No. APPLICANT _ APPLICANT ADDRESS C Vi1 l t)tl V,CA (0 APPLICANT PHONE# W N $£� OWNER I A let 0 OWNER ADDRESS v G 0 y OWNER PHONE {CJ J2 C ESTIMATED COST $ rl C= IS THIS A CONTRACT COST. !l^ YES NO FEE ENCLOSED$ 0 0 TYPE OF JOB: 23� �` 0R•CID � New Installation Z Alteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED W�IT� O RESIDENTIAL BUILDING PERMIT APPLICATION? E YES ❑ NO O BUSINESS O ASSEMBLY CURRENT USE AND OCCUPANCY Q 0z w C� O MERCANTILE FUTURE USE AND OCCUPANCY VF DUCATIONAL ACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN t NO. OF TOILETS _STYLE NO. URINALS _STYLE vi NO.OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS_ SIZE AREA OF ROOF NO.OF CATCH BASINS NO. OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES ft NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK Ce OA V, 4ckI( 0-�7 C�, qrx, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 30-1-f 0 ;--:15 P- / C CONTRACTORS LICENSE NO. TYPE / STATE SIGNATURE OF APPLICANT DATE ! �1 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applica ' BUILDING DEPARTMENT p�j 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# _15005IR- Date ilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 73 AL Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �Atil�LSLECT�z/G� �Ne APPLICANT ADDRESS D 06074 APPLICANT'S PHONE# 8(-o -,z S 9 f 6-1;)- OWNER it! A�T /� 1% N S F44 OWNER ADDRESS 7 3 6Y q V t— o O l/* OWNERPHONE .6 aa9-60 y/ C u, ESTIMATED COST$ -:0 f 7 lop,pr0 .rl # U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ �G TYPE OF JOB: OR•CO New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATEYWITH A BUILDING PERMIT APPLICATION? 9 YES ❑ NO El/RESIDENTIAL CUNT USE AND OCCUPANCY _ (rc�rnin �n.�AL 0 BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD_ (17"go,rT�/y��I ,y 14e GSA 81 t SIZE OF SERVICE S T SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS o` NUMBER OF POWER CIRCUITS (O NUMBER OF SWITCHES A�-- NUMBER OF OUTLETS�.4 NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS / SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK TTI 7o 40-l.Un pj-;S- et procL IS� W ]k) P64 TU NNiA. THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. YPE STATE SIGNATURE OFAPPLICANT DATE APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT k 6 o o a w APP O D 1540 SULLIVAN AVENUE Bldg.Permit# - 644-2511 ext. 230 Date Buil ' g Inspector �snv5�7 Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 _ 1 3 GF'I�O�L i'') Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt,No. APPLICANT Srco60,J ��e+zi/l�-k� G�� NUTMe M"4M4AY Syz"Cid 74-c APPLICANT ADDRESS 136-3 (20 APPLICANT'S PHONE# S'&0 &Y 3 ZO Y Z W N $ OWNER 'rV'k- M 4 N u 719-GT v ri•t-f q 0 `4< OWNER ADDRESS 2,13 CLw e1 40 - - .S'dy 6V�n.0 S�✓ Cr vj OWNER PHONE F` ESTIMATED COST$ 3 q0 ilk C � IS THIS A CONTRACT COST? Yes No GPEE ENCLOSED$ TYPE OF JOB: g y OR-COS New Installation Alteration/Addition/Repair 1063 Revised 03/05/10 . APPLICATION FOR RVAC PERMIT(Continued from ieverse side) TYPE Oy SYSTEM: TYPE OF BUILDING: -94MATING ❑ RESIDENTIAL 4A/C ❑ COMMERCIAL � VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC A WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION :TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE °F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPAN V APPLICATION DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) Mo-r v bdF /l tvvr l t (1 GROSS HEATING CAPACMONPUT-BTUH)- Itf — NET RATING(OUTPUT-BTUH) �d TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION:❑ INSIDE ❑ OUTSIDE,CAPACITY 4-GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE 9V °F INSIDE 7S °F DIFFERENCE_1 r�OF TOTAL HEAT GAIN(BTUH)�(HEAT GAIN SHEET MUST ACCOMPANY APPLICATION D E ALL COOLING E UIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) A/,Q#1 r Ler OW, l UVf o r TOTAL SIZE OF SYSTEM(CFM) ZVOO FRESH AIR INTAKE(CFM)3-OJ (PLANS MUST ACCOMPANY N eAPPLICATIO ` . FURTHER DESCRIPTION OF WORK (*3 (� �fa 5ir' C, {e/ Ae/7.c �t- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE Q STATE SIGNATURE OF APPLICANT DATE- 0- f� ti Load Short Form Job: Date: Sep 01,2015 Existing and new By: Nutmeg Mechanical Services Inc. 130-3 Ulo is Road,Manchester,Ct 06042 Phone:860-643-2042 Fax.860-643-1753 Email steve nutme mechanical corn Web www nutme mechanical corn P C 9 9 Project • • For. Twin Mfg. 273 Chapel Road, South Windsor, Ct 06074 Design Information Htg Clg Infiltration Outside db(OF) 11 91 Method Simplified Inside db (OF) 70 75 Construction quality Tight Design TD (OF) 59 16 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER AIR CONDITIONING Model Cond CA16NA060*0**A AHRI ref Coil FX4DN(B,F)061 AH R I ref 7894912 Efficiency 80AFUE Efficiency 13.5 EER, 16 SEER Heating input 0 Btuh Sensible cooling 36750 Btuh Heating output 0 Btuh Latent cooling 15750 Btuh Low output baseboard 500 Btuh/ft Total cooling 52500 Btuh Total low baseboard 73 ft Actual air flow 2000 cfm High output baseboard 700 Btuh/ft Air flow factor 0.056 cfm/Btuh Total high baseboard 52 ft Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Baseboard (ft) CIgAVF (ft2) (Btuh) (Btuh) Low High (cfm) hall 133 1990 526 4 3 30 Mens Room 49 2049 319 4 3 18 Womens Room 49 273 155 1 0 9 closet 21 0 0 0 0 0 office 7 120 582 1947 1 1 109 office 6 120 582 1947 1 1 109 office 4 195 7717 5657 15 11 318 office 3 130 3767 3642 8 5 205 office 2 130 3767 3642 8 5 205 office 1 169 8222 5667 16 12 319 office 9 95 3048 524 6 4 29 office 8 77 2184 2013 4 3 113 office 5 88 427 1859 1 1 105 cubicles 437 2135 7679 4 3 432 BoWrrtahc values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2015-Sep-1111:0347 9 Right-Suite®Universal2015 15.0.17 RSU12705 Page 1 /4C4:;K S\stevew%DocumentslWrightsoRFNAC1Twin Mfg rup Calc=MJ8 FrontDoorfaoes N Existing and new d 1813 36742 35577 73 52 2000 Other equip loads 10985 2866 Equip. @ 0.95 RSM 36714 Latent cooling 7153 TOTALS 1813 47727 43867 73 52 2000 Bobffalk values have been manuapy ovenldden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri ht5oft' 2015-Sep•1111:03:47 9 Right-Suite Unhersaf 20l5 l5.0.17 RSU12705 A4CCK ...Mstevew�DowinentsUri htsott WAC1Twin page 2 g AMg.rup Calc=tNJ6 Front Door faces:N AIR EQUIPMENT LLC LOREN COOK COMPANY A Leader in the Air Moving Industry www.airequipmentllc.com Ceiling Fans Loren Cook Company Model Watts/BHP RPM Base List GC 122-184 GC-122 50 800 $200.00 ® GC-124 64 900 $200.00 I ® 4_ 12" �- GC-142 59 1000 $210.00 i 4 \; y' . GC-144 98 1100 $210.00 14" GC-162 103 1200 $230.00 5-15/16'O.D. I- --12-3/4" GC-164 145 1300 $230.00 8-3/8" Air Flow GC-182 185 1400 $265.00 �s 11n8' 3-1/4" GC-184 220 1500 $265.00 Grille 3/8" Grille Description -Fan shall be ceiling mounted,direct driven,centrifugal exhaust fan. Certifications -Fan shall be manufactured by an ISO 9001 certified company. Fan shall be listed by Underwriters Laboratories(UL 705)and UL listed for Canada(CUL 507).Fan shall bear the AMCA Certified Ratings Seal for Sound and Air Performance. Construction - Fan wheel housing and integral outlet duct collar shall be injection molded from a specially engineered resin exceeding UL requirements for smoke and heat generation.The outlet duct shall have provision for an aluminum back draft damper with continuous aluminum hinge rod.The inlet box shall be minimum 22 gauge galvanized steel.Motor shall be isolation mounted to an one piece galvanized stamped steel integral motor mount/inlet.A field wiring compartment with disconnect receptacle shall be standard.To accommodate different ceiling thickness,an adjustable prepunched mounting bracket shall be provided.A white,non-yellowing, high impact styrene injection molded grille shall be provided as standard. Wheel -Wheel shall be centrifugal forward curved type, injection molded of polypropylene resin. Wheel shall be balanced in accordance with AMCA Standard 204-05, Balance Quality and Vibration Levels for Fans. Motor-Motor shall be open drip proof type with permanently lubricated sealed bearings and include impedance or thermal overload J6.9 0.100 SP 1125 SP 0.250 SP 0.375 SP O.500 SP 0.625 SP 03SO SP C.875 SP 1.000 SP Model Mu. RPM H19 GC Wrtts Soles 1& c e e e c c oC c V N V N U N V N V N V M U N V N U N GC-122 W 800 0.7 59 1.1 58 Ll 56 L3 53 2.0 49 2.7 42 3.5 28 4.4 -124 64 900 1.1 80 1.6 79 L6 17 L7 73 2.1 67 2.7 59 3.3 49 4.2 32 5.2 142 59 1000 L1 97 1.7 94 L7 84 19 76 2.2 68 2.1 60 3.4 48 4.5 30 5.7 GC-144 98 1100 2.0 133 2.9 131 2.9 124 3.0 117 3.2 108 3.4 97 3.7 84 4.2 65 4.8 42 5.5 GC-162 103 1200 2.5 151 3.4 150 3.4 145 3.6 140 3.7 131 3.8 117 4.0 105 4.1 87 4.8 56 5.5 GC-164 145 1MO 4.0 186 4.8 185 4.8 180 4.7 174 4.7 166 4.7 148 4,7 131 43 110 5.1 78 5.5 GC 182 195 1400 5.5 227 6.9 226 6.8 219 6.8 212 6.7 203 6.6 189 6.5 173 6.4 155 6.3 130 6.2 GC-184 220 NO 6.0 255 7.6 253 1 7.5 1 244 1 7.4 234 7.2 222 1 7.1 207 69 199 6.6 1 166 63 143 6.1 Performance shown is for Installation Type B: Free inlet,ducted outlet. Performance ratings for GC-122 through GC-184 include the effects of inlet grille in the airstream. Speed (RPM)shown is nominal. Performance is based on actual speed of the test.The sound ratings shown are loudness values in hemispherical sones at 5 ft.(1.5m)in ahemispherical free field calculated per AMCA Standard 301.Values shown are for Installation Type B:Free inlet hemispherical sone levels.tHVI sones @.1"static pressure. AMCA Certified Ratings Seal does not apply to HVI Sones. Page 34 WeatherMaker" (42_�M A Legacy of Training Commercial Packaged Rooftops a "'iis H.Carrier began training members of 3 to 27.5 Ton U fro to Uin�xpFrt r theheating,ventilation,airconditoningandrefdgtlon IndustryinCarriercontinuestopromelechnialxpertisein theindustryPA- with the expansionofHssustalnabiesolutions' rriculum end has recently been named a U.S. Green Building Council Education Provider(USGBC EP). �� --��-•- f To earn this status,Carrier's course materials were reviewed by a panel of USBGC peers and deemed to provide the high Shovm with optanaf economizer level of quality required for training Leadership in Energy and and kanrered hen guards. Environmental Design(LEED')professionals.The courses and workshops supporting LEED-Accredited Professional and Green Associates credential maintenance are administered through Peron. Carrier University. Carrier's RTU Open controller continuously monitors and regulates $ ; the rooftop operation with reliability and precision.This advanced controller features a sophisticated,factory-engineered control algorithm saaa—i that provides optimum performance and energy efficiency.The RTU Open controller also features plug-and-play connectivity to Carrier's i-Vu'Open Control System.The i-Vu Open Control System combines s......u.au..a, stale-of-the-art Carrier equipment,plug-and-play controllers,and the �'�--� "":•:",« - _ �_ powerful,web-based Wu user interface to form a cohesive,intuitive, w....e.•..-n �' •"' and fully integrated building automation system(BAS). For added flexibility,Carrier's RTU Open controller is capable of stand- erraa.e.r. alone operation.Or,H an be integrated with any BAS utilizing the BACnef',Modbus%Johnson Controls",N2 or LonWorks'protocols. The Future of the World Depends on Our Ability.- to Sustain it. As the world's leader in high technology trp rOVC s heating,air-conditioning and refrigeration solutions.we believe that market leadership requires environmental leadership.Carrier RAC,"t•is a reyste,ed hadanan of A—an S-elr of Hearcy sets industry standards for environmentally Retrryw,aong am A„LnMmoninn Fmi-ats(ASHRAR sound business practices and a commitment to sustainability MOORUS u a rap,,,.ad I,We n M could k LONWORKS"a raviatared nafemat rt Echelon CW. across its products.services and operations.We demonstrate this commitment by creating environmentally responsible t solutions that consume less energy and incorporate innovations that improve the world-indoors and out. CCM/L�i�11TIf r 1-800-CARRIER www.commercial.carrier.com WeatherMaker / O fiMr C—albn 2014 A mamba,of e"UMW TedrabaMa Corpo _lamly G alod,aymbel UrX L no.1a-a11-0 5 MaraAadvr�rwvn the rghl to dwc«Alnua.«cMnge a1 r,y hew. _-- " turn N)the experts%/ ap"dxn,w'a«d•.ane,annom mitre ene ednart m�.noneRalana -�� Easy to Install,Operate and Service WeatherMaker' Commercial Designed With streamlined replacement and new construction No-Strip Screw Collars installation in mind,Carrier'WeatherMaker`rooftops have everything To prevent misalignment and stripped metal Packaged Rooftops you need from handled access doors to certified and pre-engineered panels,screws are guided into collars.This factory Installed options and field installed accessories.Most Carrier increased screw engagement also makes rooftops are also designed with the same roof curb footprint to fit on panels easier to remove and replace. older models dating back over 23 years. 0 Factory and field stocked.WeatherMaker units are available in gas Unit Safety Protection Gas Heating/Electric Cooling Models-48TC heating/electric cooling,electric heat/electric cooling or packaged For increased reliability,heat pump models Nominal Cooling C-m, AHRI Efficiency Dimension(") Gas Heat-He.hn Input(MBUTH) Apor .Unit heat pumps and deliver SEERS as high as 14.3 and EERs up to 11.3. come standard with a refrigerant suction Ton sire Stages (SEER)EER L.W.H Low Mail- High Weight 01,0 WeatherMaker rooftops have the capability for vertical or horizontal line accumulator In each refrigerant circuit. 3 1 (13.0) 74.47.33 72 115 - 483 air flow for fast and easy Installation.High-efficiency gas heating(up to This preventive measure stops the natural 4 t (13.0) 74 x 47 x 33 72 115 150 537 82%efficiency)with induced draft design facilitates long lice and safe tendency of liquid refrigerant from entering 5 t (13.0) 74,n.33 72 115 150 569 operation.Carrier WeatherMaker rooftops can satisfy nearly any light the compressor in heat pumps as they switch 6 1 11.0 74.47.41 72 115 1 so \6sz commercial application need. in and out of defrost,and between heating and t t1f` e�F 6D a 4 ` 1eo '� �4 �O cooling modes. 2 11.0 88 9.41 125 180 224 835 $Cf011 Compressors 85 1 1t.0 88:59:40 125 1so 224 920 Comfort Control 85 2 11.0 88.59.40 125 180 224 930 Each WeatherMaker unit utilizes a fully hermetic 10 1 11.0 88 x 59 x 40 180 224 250 930 Carrier's Humid!-MiZer'Adaptive Dehumidification system Is an scroll compressor.Compressors are designed to 2 11.1 88.59.49 tao 224 250 Sao factory installed heating/electric cooling y sae option on gas eangeectric coong with internal isolation end have internal thermal all-inclusive fa 125 2 10.8 ae.SD,49 teo 224 zw 1187 line break,current overload and high pressure and electric heat/electric cooling models.This system provides 15 2 10.8 118 x 63 x 57 180 240 350 1380 differential protection. reliable,flexible operation to meet indoor pert load sensible and i 5' 2 104 128 it 87.40 220 sto 400 1907 latent requirements. 17.5' 2 10.8 128 x 87 x 49 220 310 40O 1922 2 9.8 141 x 87.49 220 310 400 2072 20 Central Terminal Board Easyto Install ' 25' 2 0.8 141.87:57 220 310 400 2197 Standard on every unit,the integrated centralTIM The light and compact design has full-perimeter base rails that help 27.5' 2 102 158.87 57 220 310 400 2320 terminal board simplifies the installation of in moving,transporting and rigging. "^ •°'"•"'^°•'• pre engineered and certified field installed Electric Heat Electric Cooling 6 Cooling Only Models-50TC accessories,Including economizers,by WeatherMaker models up to 12.5 tons are specifically designed g g y providing clearly labeled connection points to fit on Carrier similar roof curbs dating back over 23 years which Nominal Cooling Cooling AHRI Etkiency Dimensions(in) Electrical Heat Nominal Appro..Una for easy plug in connection, makes replacement easy and eliminates the need for curb adapters Ton size Stages (SEER)EER L x W x H KW Range Weight(lb,) Or Changing u8lity Connections. 3 1 0 3.0) 74 x 47 x 33 4.0 to 160 438 4 1 (13.0) 74.47 x 33 4A to 23.0 494 Easy-Access Handles Models are capable of either vertical or horizontal airflow capabilities 5 t (t 3.0) 74 x 47 x 33 6.5 10 26.5 524 Handles located on all major access panels to meet nearly every application need. 6 1 11.2 74 x 47 x 41 6.5 to 26.5 607 provide quick.Convenient and safe access to 7.5 1 112 88.59 x 41 10.01.42.4 705 components for easy maintenance and service. Energy Saving-Staged Air Volume(SAV'") 7.5 2 1 t.2 rid x 59 x 4t 10.0 to 42.4 760 Carrier's Staged Air Volume(SAV)saves energy,installation time 8.5 1 112 W x 59 x 49 10.41.42.4 845 and adds comfort by utilizing a variable frequency drive(VFD)to 8.5 2 11.2 88 x 50 x 49 10.4 to 42.4 855 automatically adjust the Indoor fen motor speed per ASHRAE 90.1 to 1 11.2 88 x a0 x49 10.01.51.0 855 standard.Available on models with two cooling stages. 10 2 11.3 88.59.40 too to 510 865 Gas Heating/Electric Cooling Models-48KC 12.5 2 11.0 88x59it49 10.0to51.0 1075 15 2 11.0 116 x 63 a 57 15.0 to 60.0 1305 Nominal Cooling cooling AHRI Efficiency Dimensions(in) Gas Heat-Heating InDo(MBUTH) Apmo..Una 15' 2 11.0 128 a 87 x 40 25.0 to 75.0 1808 Ton Sue Stages (SEER)EER L.W.H Low Menlo- High Weight(Ibs) 17.5' 2 11.0 128.87 x 40 25D to 75.0 1823 3 1 (14o) 74.47,33 72 115 - 490 20' 2 10.0 141 x 87.49 25.0Io 75.0 1973 4 1 (14o) 74.47.33 72 115 150 544 25' 2 10.0 141 x 87 x 57 25.0 to 750 2008 5 1 (14.1) 74.47 x 41 72 115 150 597 27.5• 2 10.4 158 x 67 x 57 25.0 to 75.0 2196 Electric Heat/Electric Cooling 6 Cooling Only Models-50KC Packaged Heat Pump Models-50TCQ Nominal Cooling Coolmil AHRI Fdliciancy DI-ions(In) Electrical Heat Nominal Appro..Una cc 47'F M 17'F Ton Size Stages (SEER)EER L.W x H KW Range Weight(Ibs) Nominal Cooling Coding AHRI EUBcwncy Dimensions(ki) Approc Una 3 1 (14.0) 74.47.33 4.0 to 15.0 445 Ton Size Stage. (SEER)EER L x W x H Healing Capacey (HSPF)COP Heeling Capacity (HSPF)COP Weight(Ibs) 4 1 (14.0) 74.47.33 4.0 to 23.0 499 3 t (13.4) 74,47x33 35.600 (7.70) 18200 (N/A) 505 5 1 (14.1) 74.47.41 6.5"25.0 552 4 1 (19.1) 74:47:33 45.500 (7.70) 23.800 (N/A) 510 5 1 (132) 74 x 47 x 41 58.000 (7.70) 312DO (N/A) 590 Packaged Heat Pump Models-50KCQ 6 1 11.1 74 x 47 x 41 07000 3.30 34.800 2.25 630 7.5 2 112 88.59.41) 86,000 3.40 48,000 2.25 885 Nominal Cooling Cooling AHRI Efficiency Dimensions(in) /7°F W 17°F Approa.Un4 85 2 112 98.59 x 40 06,000 3.30 54,500 2.25 910 Ton Sue Stages (SEER)EER L x W.H Heating CapacKy (HSPF)COP Heating Capacity (HSPF)COP Weight(Ibs) 10 2 11.0 88.59.49 118,000 3.40 62,300 2.25 1050 3 1 (14.0) 74.47 a 33 35.600 (8.10) 18.200 N/A 495 12.5 2 10.6 110.63 x 57 142,000 120 76,000 2.05 1370 4 1 (14.0) 74,47.41 45.500 (8.00) 23.800 N/A 580 15 2 10.8 128.86.40 16Q000 3,30 103,000 2.40 1775 5 1 04.3) 74.47 x 41 584100 (8,20) 28.500 N/A 810 20 2 10.6 141 a 86 x 49 220.000 3.30 134.000 2.30 21 DO MURTHA CU LLI NA ATTORNEYS AT LAW CHELSEY L LOMBARDO BUSINESS AND FINANCE PARALEGAL 860,2406112 DIRECT TELEPHONE 860 240.5882 DIRECT FACSIMILE CLOMBARDO@MURTHALAW.COM February 7, 2018 CERTIFIED MAIL RETURN RECEIPT REQUESTED Town of South Windsor Planning and Zoning Commission Attn: Mr. Bart Pacekonis, Chairman 1540 Sullivan Avenue South Windsor, CT 06074 Re: Environmental Land Use Restriction 273 Chapel Road, South Windsor, Connecticut Dear Mr. Pacekonis: Pursuant to Section 22a-133q-1 Q) of the Regulations of Connecticut State Agencies which requires us to provide you with these documents, enclosed please find one set of paper copies of the following documents in connection with the above- referenced property: 1. Copy of certified copy of Declaration of Environmental Land Use Restriction and Grant of Easement and supporting documents recorded in Book 2632, Page 81 of the South Windsor Land Records; and 2. Copy of the A-2 Survey which shows the subject property. Full-size copies of this Survey have been provided to the requisite Boards/Commissions for approval prior to recording on the land records. If you have any questions, please do not hesitate to contact me. S' cer , e L. Lombardo ess and Finance Paralegal Enclosures cc: Jade Barber (w/o enclosures) Murtha Cullina LLP D6�617.482.3868 High Street ston,MA 02110 17.457.4000 06UMNMI ECTICUT + MASSACHUSETTS + NEW YORK MURTHALAW.00M f �/o D Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT ' f After Recording Return to:Environmental Land Use Restriction Coordinator 180910 I State of Connecticut Department of Energy&Environmental Protection Remediation Division Bureau of Water Protection and Land Reuse 79 Elm Street Hartford,CT 06106 I I DECLARATION OF ENVIRONMENTAL LAND USE RESTRICTION i AND GRANT OF EASEMENT I This eclaration of Environmental land use restriction and Grant of Easement is made thisP -2-2 day of 20-Iff, between Twin Manufacturing Company (the "Grantor") and the Co issioner bf Energy&Environmental Protection of the State of Connecticut(the"Grantee"). WITNESSETH: i WHEREAS, Grantor is the owner in fee simple of certain real property(the"Property")described below: Street address:273 Chapel Road City/Town: South Windsor State:Connecticut Assessor's Map 22 Block NA I Lot 23 i and/or Assessors'Account Number:NA Volume and Page of Deed:2294/303 A description of the property is attached hereto as Exhibit A,and which is made a part hereof;and WHEREAS the Grantee has the authorityto enter into this declaration of en vironmental land use i restriction pursuant to sections 22a-5,22a-6,and 22a-133o et seq.of the General Statutes;and } � i I li 1 certify this to be a true copy i Of the docum ent recorded In South Windsor Land Records. Dated at South Windsor CT this t N da f Town Jerk/ ss f 5 4, Declaration Document- l 2� VOL 2 b 3 2 PAGE 0 0 8 2 Declaration of Environmental Land Use Restriction and Grant of Easement ' 273 Chapel Road,South Windsor,CT Instructions-Select one of the two choices below by checking the applicable check box. i j ®If the Commissioner of Energy&Environmental Protection signs the environmental land use i restriction: WHEREAS, the Grantee has determined that the environmental land use restriction set forth below is consistent with regulations adopted pursuant to section 22a-133k of the General Statutes;and WHEREAS, the Grantee has determined that this environmental land use restriction will effectively protect human health and the environment from the hazards of pollution;and WHEREAS, the Grantee's written approval of this environmental land use restriction is contained in the document attached hereto as Exhibit B(the Decision Document)which is made a part hereof;and ❑ If a Licensed Environmental Professional signs the environmental land use restriction pursuant i to section 22a-133y of the General Statutes: ! WHEREAS, remediation of the property has been conducted in accordance with section 22a-133y of the General Statutes;and WHEREAS, the Licensed Environmental Professional whose signature appears below has determined that the environmental land use restriction set forth below is consistent with regulations adopted by the Commissioner of Energy&Environmental Protection pursuant to section 22a-133k of the General Statutes;and WHEREAS, the Licensed Environmental Professional whose signature appears below has determined that this environmental land use restriction will effectively protect human health and the environment from the hazards of pollution;and WHEREAS, the Grantee's written approval of this environmental land use restriction is contained in the document attached hereto as Exhibit B(the Decision Document)which is made a part hereof;and Declaration Document-2 VOL 2 b 3 2 ME 0 U UJ Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT WHEREAS the portion thereof identified in the class A-2 survey(the"Subject Area")which property or survey is attached hereto as Exhibit C which is made a part hereof,contains pollutants;and WHEREAS, to prevent exposure to or migration of such pollutants and to abate hazards to human health and the environment,and in accordance with the Decision Document,the Grantor desires to impose certain restrictions upon the use, occupancy, and activities of and at the Subject Area, and to grant this environmental land use restriction to the Grantee on the terms and conditions set forth below;and WHEREAS, Grantor intends that such restrictions shall run with the land and be binding upon and enforceable against Grantor and Grantor's successors and assigns; NOW,THEREFORE,Grantor agrees as follows: 1. Purpose. In accordance with the Decision Document,the purpose of this environmental land use restriction is to assure that the use and activity at the property and the Subject Area is restricted in accordance with the requirements of the Decision Document attached hereto as Exhibit B. 2. Restrictions Applicable to the Subject Area: In furtherance of the purposes of this environmental land use restriction, Grantor shall assure that use, occupancy, and activity of and at the Subject Area are restricted in accordance with the requirements of the Decision Document,attached hereto as Exhibit B. Such restrictions shall remain in effect unless and until a release is obtained under paragraph 5 below. 3. Except as provided in Paragraph 4 below,no action shall be taken,allowed,suffered,or omitted if such action or omission is reasonably likely to: i. Create a risk of migration of pollutants or a potential hazard to human health or the environment;or ii. Result in a disturbance of the structural integrity of any engineering controls designed or utilized at the Property to contain pollutants or limit human exposure to pollutants. 4. Emergencies. In the event of an emergency which presents a significant risk to human health or the environment,the application of Paragraphs 2 and 3 above may be suspended,provided such risk cannot be abated without suspending said Paragraphs and the Grantor: i. Immediately notifies the Grantee of the emergency; ii. Limits both the extent and duration of the suspension to the minimum reasonably necessary to adequately respond to the emergency; iii. Implements all measures necessary to limit actual and potential present and future risk to human health and the environment resulting from such suspension;and i iv. After the emergency is abated,implements a plan approved in writing by the Grantee,on a schedule approved by the Grantee,to ensure that the Subject Area is remediated in accordance with R.C.S.A. sections 22a-133k-1 through 22a-133k-3, inclusive, or restored to its condition prior to such emergency. I Declaration Document-3 YUIZbJZPABIUU84 Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT S. Release of Restriction;Alterations of the Subject Area. Grantor shall not make,or allow or suffer to be made,any alteration of any kind in,to,or about any portion of the Subject Area inconsistent with this environmental land use restriction until a release has been approved by the Commissioner and such release is either recorded on the land records in the municipality where such parcel is located or the requirement to ! record such a release is waived by the Commissioner pursuant to section 22a-133o of the General Statutes. The Grantee shall not approve any permanent release of the Property from the provisions of this environmental land use restriction unless xhe Grantor demonstrates to the Grantee's satisfaction that Grantor jhas remediated the Subject Area in accordance with R.C.S.A. sections 22a-133k-1 through 22a-133k-3, i inclusive. i 6. Grant of Easement to the Grantee. Grantor hereby grants and conveys to the Grantee,the Grantee's agents,contractors,and employees,and to any person performing pollution remediation activities under the direction thereof, a non-exclusive easement(the "Easement") over the Subject Area and over such other parts of the Property as are necessary for access to the Subject Area or for carrying out any actions to abate a threat to human health or the environment associated with the Subject Area. Pursuant to this Easement, the Grantee, the Grantee's agents, contractors, and employees, and any person performing pollution remediation activities under the direction thereof, may enter upon and inspect the Property and perform such investigations and actions as the Grantee deems necessary for any one or more of the following purposes: (( i. Ensuring that use, occupancy, and activities of and at the Property are consistent with this I environmental land use restriction; {( ii. Ensuring that any remediation implemented complies with R.C.S.A. sections 22a-133k-I through 22a-133k-3, inclusive; iii. Performing any additional investigations or remediation necessary to protect human health and the environment; iv. Ensuring the structural integrity of any engineering controls described in Exhibit B of this environmental land use restriction and Grant of Easement and their continuing effectiveness in containing pollutants and limiting human exposure to pollutants. 7. Notice and Time of Entry onto Property. Entry onto the Property by the Grantee pursuant to this Easement shall be upon reasonable notice and at reasonable times,provided that entry shall not be subject to these limitations if the Grantee determines that immediate entry is necessary to protect human health or the environment. 8. Notice to Lessees and Other Holders of Interests in the Property. Grantor,or any future holder of any interest in the property,shall cause any lease,grant,or other transfer of any interest in the Property to include a provision expressly requiring the lessee,grantee,or transferee to comply with this environmental j land use restriction and Grant of Easement. The failure to include such provision shal I not affect the validity or applicability to the Property of this environmental land use restriction and Grant of Easement. 9. Persons Entitled to Enforce Restrictions. The restrictions in this environmental land use restriction on use,occupancy,and activity of and at the Property shall be enforceable in accordance with section 22a- 133p of the General Statutes. 10. Severability and Termination. If any court of competent jurisdiction deteflaincs that any provision of this environmental land use restriction or Grant of Easement is invalid or unenforceable,such provision shawl be deemed to have been modified automatically to conform to thr,requirements for validity Declaration Document-4 i J ►ULGU J GrAOL uvv%j Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT and enforceability as determined by such court. In the event that the provision invalidated is of such nature that it cannot be so modified,the provision shall be deemed deleted from this instrument as though it had main in full never been included herein. In either case,the remaining provisions of this instrument shall remain ! force and effect. Further, in either case, the Grantor shall submit a copy of this restriction and of the Judgment of the Court to the Grantee in accordance with R.C.S.A. section 22a-133q-1(1). This environmental land use restriction shall be terminated if the Grantee provides notification pursuant to R.C.S.A.section 22a-133q-1(1). 11. Binding Effect. All of the terms, covenants and conditions of this environmental land use restriction and grant of easement shall run with the land and shall be binding on the Grantor,the Grantor's I successors and assigns,and each owner and any other party entitled to possession or use of the Property during such period of ownership or possession. 12. Terms Used Herein. The definitions of terms used herein shall be the same as the definitions contained in sections 22a-133k-1 and 22a-133q-1 of the Regulations of Connecticut State Agencies as such sections existed on the date of execution of this environmental land use restriction. Signature Page Follows I I I I i Declaration Document-5 i i `i Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT In witness w reof,the undersigned has/�iave executed this Environmental Land Use Restriction this day of /Il 20 Witnessed by: Twin Manufacturing Company t By: A4. Printedfl'ypcd Name Witness Dante L.Peach Its duly authorized President Printe yped Name Rnes . /(rsS�.u�i!�g4J2Qi Mailing Address: Street Address:273 Chapel Road City/Town:South Windsor State and Zip Code: CT,06074 Declaration Document-6 VOL i Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Instructions Notarization Language for Grantor Acknowledgement-select appropriate notarization language from one of the choices below by checking the applicable check box and providing the information required. i ! ❑ If the Grantor is an individual: i State of I County of ! On this Day day of Month,Year before me,Name of Notary Public or Commissioner of the Superior Court the undersigned officer,personally appeared Name of Individual or Individuals,known to me(or satisfactorily proven)to be the person(s)whose names)is/are subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In witness whereof I hereunto set my hand. Notary Public or Commissioner of the Superior Court Date Commission Expires Date OR ® If the Grantor is a Corporation: State of {CTJ County of {Hartford On this_LZ day of V 20 1Y before me, k the undersigned officer,personally appl6ared Daniel L. Peach,who acknowledged himseVherself to be the President of Twin Manufacturing Company, a corporation, and that he/she, as such President, being authorized to do so,executed the foregoing instrument for the purposes therein contained,by signing the name of the corporation by himself/herself as President. In witness whereof I hereunto set my hand. Notary Public or C mmissioner of the Superi r Court Date Commission Expires 1010.1OZ/ pcclartion Document••7 I i VOL 2 b 3 2 PAGE Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT I OR ❑ If the Grantor is a Limited Liability Company: j State of ! i County of On this Day,day of Month',Year before me,Name of Notary.Oubtic or Commissioner of the Superior Court, the undersigned officer,personally appeared Name of Officer,,who acknowledged himself/herself to be the Title of Officer of Name of Limited Liability Company, a(member managed or manager managed) limited liability company,and that he/she,as such Title of,Officer,being authorized to do so,executed the foregoing instrument for the purposes therein contained, by signing the name of the limited liability company by himself/herself as Title of Officer. In witness whereof I hereunto set my hand. I`(otary.Public of Commissioner of the;Superior Courf` Date Commission Expires Date OR ❑ If the Grantor is any other type of entity, provide appropriate language for the Grantor Entity below: Unlimited space provided to.insert appropriate certification language for.an'Acknowjedgement as specified in Section 1734 of the General Statutes i YOL2b32P�Gf00 � q Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Instructions Grantee Signature Block-Select one of the two choices below,as applicable; ® This choice is used for all environmental land use restrictions except those approved pursuant to section 22a-133y of the General Statutes. i i i Grantee: The Grantee,the Commissioner of Energy&Environmental Protection or by the Commissioner's duly designated agent,Betsey Wingfield,Bureau Chief. By: Date: L L Name:Betsey in field Its Duly Authorized:Bureau Chief Mailing Address: Bureau of Water Protection and Land Reuse Connecticut Department of Energy&Environmental Protection Street Address:79 Elm Street City/Town:Hartford State and Zip Code: Connecticut 06106 ❑ This choice is used solely for environmental land use restrictions approved pursuant to section 22a-133y of the General Statutes. Grantee: The Grantee,the Commissioner of Energy&Environmental Protection,by the undersigned Licensed Environmental Professional authorized as a duly designated agent pursuant to section 22a- 133y of the Connecticut General Statutes. Licensed Environmental Professional as Duly Authorized Agent for Grantee,the Commissioner of Energy&Environmental Protection: By: Date: Name:printed/,Typed t4gme,of Licensed Environmental Professiona( Its Duly Authorized Agent:Licensed Environmental Professional authorized pursuant to section 22a-133y of the Connecticut General Statutes Ii Grantee Mailing Address: f Bureau of Water Protection and Land Reuse Connecticut Department of Energy&Environmental Protection Street Address:79 Elm Street City/Town:Hartford State and Zip Code: Connecticut 06106 I i 'VOL 2b32 PAGE 0090 Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Information for Duly Authorized Agent for Grantee(Licensed Environmental Professional): Name:Name of Licensed Environmental Professional License Number License Number Title,if applicable Title Company,if applicable Name of Company i Mailing Address: Street Address:Street Address City/Town,State,Zip Code:City/Town,State,and Zip Code I i Witnesses: i } Signature i Printed/typed Printed/typed name 4 f Signature i Printed/typed name Instructions Notarization Language for Duly Authorized Agent for Grantee (Licensed Environmental Professional): State of County of On this Day day of Month, Year before me, Name of Notary Public or Commissioner of the Superior i Court the undersigned officer,personally appeared Name of Individual or Individuals,known to me(or satisfactorily proven)to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In witness whereof I hereunto set my hand. Notary Public or Commissioner of the Superior Court Date Commission Expires Date Dcclaration Document- 10 VOL 2b32 PAGE QOg1 Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT 1 . Exhibit A. Property Description (Metes and Bounds) Twin Manufacturing Company Twin Manufacturing Company 273 Chapel Road South Windsor, CT The Property Description(Metes and Bounds)is as follows: Beginning at a concrete monument on the southerly right of way line of Chapel Road and at the northeasterly property corner of land now or formerly Andre L. Charbonneau&Associates; i Thence in an easterly direction along the southerly right of way line of Chapel Road on a curve to the right having a delta of 17°57'28", a radius of 1497.88 feet and an arc length of 469.47' to a concrete monument at the northwesterly corner of land now or formerly Andre L. Charbonneau&Associates; Thence S24019'08"W along the westerly property line of land now or formerly Andre L.Charbonneau&Associates, 509.95 feet to a concrete monument; 1 Thence N65040'52"W along the northerly property line of land now or formerly Andre L.Charbonneau&Associates, 390.96 feet to a concrete monument; 3 Thence N15*16'28"E along the easterly property line of land now or formerly Andre L.Charbonneau&Associates, 407.50 feet to the point and place of beginning,, i , r VOL 2b32 PAGE 00g2 Declaration of Environmental Land Use Restriction and Grant of Easement + 273 Chapel Road,South Windsor,CT i Exhibit B. Decision Document Overview Property/Facility Name("Property"): Twin Manufacturing Company Grantor Legal Name:Twin Manufacturing Company Address:273 Chapel Road City/Town: South Windsor jThe purpose of this Decision Document Is to describe: i 1. The type and location of substances present in soil,groundwater or soil vapor on or underlying the Property 11 or portion thereof('Subject Area")which is the subject of the Environmental Land Use Restriction(ELUR); 2. The provisions of the ELUR and why such restrictions or limitations on the use of the Property or portion thereof are necessary to adequately protect human health and the environment;and 3. Description of the reason for the ELUR, including an explanation why such restriction is consistent with Sections 22a-133k-1 through 22a-133k-3, inclusive, of the Regulations of Connecticut State Agencies (RCSA). i This Decision Document consists of the following restriction(s),for which the applicable individual Restriction.Forms are attached: I Restriction Subject Area(s) (Check box(es)that apply;enter SubjectAma(s)designation.) ❑ Residential Activity Restriction-Soil ❑ Residential Activity Restriction—Soil(PCBs) ® Exposure of Inaccessible Soil Restriction Subject Area A ® Exposure of Environmentally Isolated Sol/to Subject Area A Infiltratlon of Water Restriction ❑ Disturbance of Engineered Control and Polluted Soil Restriction ❑ Residential Activity Restriction-Groundwater ❑ Residential Activity Restriction—Soil Vapor ❑ Building Construction Restriction ❑ Groundwater Use Restriction VOL 2b32 PAGE 00g3 Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Public Notice of Grantor's Intent to Record an Environmental Land Use Restriction i i (Check box that applies.) ❑ Public Notice Is not Required for Residentlal ActivltyRestrictlon ELUR i In accordance with Section 22a-1 33q-1(c)(2)of the RCSA,Public Notice need not be published if the proposed ELUR provides solely that the use of the subject Property,or portion thereof is restricted to industrial or commercial activities and the municipal zoning already limits the Property to such use. or i ® Public Notice Is Required for Proposed ELUR (Enter Information as requested.) j Date Published:03/21/2017 Name of Newspaper.Hartford Courant and (Check box that applies) ® No public comments were received. or ❑ A summary of all written public comments that were received within thirty(30)days after the date of publication of the Public Notice and a brief response to each comment is provided below. Approval of this Decision Document is hereby granted. GRANTEE: The Grantee, the Commissioner of the Department of Energy & Environmental Protection or by the Commissioner's duly designated agent, Betsey Wingfield, Bureau Chief, Bureau of Water Protection and Land Reuse. / al 2,; Daye Betsey WirAfield, Bureau Chief Bureau of Water Protection and Land Reuse Connecticut Department of Energy& Environmental Protection i VOL 2 b .3 2 ma 0 0 9 4 1 Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT i Exhibit B. Decision Document I ! Exposure of Inaccessible Soil Restriction Form i In accordance with Section 22a-133k-2(b)(3)of the Regulations of Connecticut State Agencies(RCSA)the Direct Exposure Criteria for substances other than polychlorinated biphenyls(PCBs)do not apply to Inaccessible ' soil at a release area provided that if such inaccessible soil is less than fifteen(15)feet below the ground surface an Environmental Land Use Restriction is in effect with respect to the subject Property or portion of such Property containing such release area,which ensures that such soils will not be exposed as a result of excavation,demolition or other activities and that any pavement which is necessary to render such soil inaccessible is maintained in good condition.' In accordance with Section 22a-133k-2(b)(3)of the RCSA inaccessible soil containing PCBs(as indicated below) may be left in place at a release area provided that if such inaccessible soil is less than (15) feet below the ground surface an Environmental Land Use Restriction is in effect with respect to the subject Property or portion of such Property containing such release area, which ensures that such soils will not be exposed as a result of excavation, demolition or other activities and that any pavement which is necessary to render such soil inaccessible is maintained in good condition. For inaccessible soil polluted with PCBs,the following Direct Exposure Criteria apply: • An alternative criterion,as approved in accordance with Section 22a-133k-2(d)(7);or • Ten(10)ppm PCBs by weight;or • Twenty-five(25)ppm PCBs by weight if such inaccessible soil is located on a Property which is an other restricted access location,as defined in 40 Code of Federal Regulations Part 761.123(40 CFR 761.123);or • Twenty-five (25) ppm PCBs by weight if such inaccessible soil is located on a Property which is an outdoor electrical substation,as defined in 40 CFR 761.123;or • Fifty (50) ppm PCBs by weight if such inaccessible soil is located on a Property which is an outdoor electrical substation, as defined in 40 CFR 761.123, and a label or notice is visibly placed in the area in accordance with 40 CFR Part 761. Purpose: The purpose of this Environmental Land Use Restriction(ELUR)is to ensure that polluted soil that is inaccessible(as defined in RCSA Section 22a-133k-1(32))at the Subject Area(s)("Subject Area")designated below will not be exposed as a result of excavation,demolition or other activities and that any pavement which is necessary to render such soil inaccessible is maintained in good condition. ' For a complete description of the rationale for the restriction, 3c.;:inn, I requlafoiy citation. _1 VOL 2 b 3 2 PACE 0 0 9 5 Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Pursuant to RCSA Section 22a-133k-1(32): ❑ The inaccessible soil is polluted soil which is more than four(4)feet below the ground surface. i or ® NA ' Restrictions Applicable to the Subject Area: The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 + Survey)are restricted as follows: i (Check boxes)for Option A and Option B,as applicable,enter Subject Area(s)designation.) ❑ Option A—No Disturbance or® NA (Check applicable boxes.) ❑ The polluted soil rendered inaccessible at Subject Area; _:;will not be exposed as a result of excavation, i demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained in good condition in accordance with RCSA Section 22a-133k-2(b)(3). Excavation,demolition or other activities are prohibited below the ground surface('No Disturbance`). and ❑ The ground surface at Subject Area ,:'will be repaired when necessary to maintain the elevation and topography i that existed prior to any disturbance caused by natural occurrences(such as erosion and frost heaves). ❑ Option B—Allowable Limited Disturbance or® NA (Check applicable boxes) ❑ The polluted soil rendered inaccessible at Subject Area;' .-,is at a depth of Insert depth((eet);below the ground surface and will not be exposed as a result of excavation,demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained in good condition in accordance with RCSA Section 22a- 133k-2(b)(3). Excavation,demolition or other activities are prohibited at depths greater than insert depffiof allowable distiarliadc (feefj,see instructions for acceptabfe depths'below the ground surface("Allowable Limited Disturbance"). and ❑ The ground surface at Subject Area will be repaired when necessary to maintain the elevation and topography that existed prior to any Allowable Limited Disturbance or any disturbances by natural occurrences(such as erosion and frost heaves). and/or l i YO12b32 Put 0 0 9 b Declaration of Environmental Land Use Restriction and Grant of Basement j 273 Chapel Road,South Windsor,CT Pursuant to RCSA Section 22a-133k-1(32):* ❑ The Inaccessible soil is polluted soil which is more than two(2)feet below a paved surface comprised of a minimum of three(3)inches of bituminous concrete or concrete,which two(2)feet may include the depth of any material used as sub-base for the pavement. or ® NA t Restrictions Applicable to the Subject Area: i The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 Survey)are restricted as follows: (Check box(es)for Option A and Option B,as applicable,enter Subject Area(s)designation.) i ❑ Option A—No Disturbance or® NA (Check all boxes.) ❑ The polluted soil rendered inaccessible at Subject Area < will not be exposed as a result of excavation, demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained in good condition in accordance with RCSA Section 22a-133k-2(b)(3). Excavation,demolition or other activities are prohibited below the paved surface('No Disturbance"). j and ❑ The pavement at Subject Area f will be maintained in good condition in accordance with the maintenance and monitoring plan specified below. i Title and Date: I i and,in addition ❑ The maintenance and monitoring plan includes provisions to repair the pavement at the Subject Area when necessary to maintain the elevation and topography that existed prior to any disturbance caused by natural occurrences(such as erosion and frost heaves). ❑ Option B—Allowable Limited Disturbance or® NA (Check all boxes.) ❑ The polluted soil rendered inaccessible at Subject Area j is at a depth of insert depth(leefj;below a paved surface and will not be exposed as a result of excavation,demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained in good condition in accordance with RCSA Section 22a- 133k-2(b)(3). Excavation,demolition or other activities are prohibited at depths greater than insert depth.of allowabie diisfdrbanr @ (feet),see insfii ctions for acceptabfe.depths below the paved surface("Allowable Limited Disturbance'). and ❑ The pavement at Subject Area ,will be maintained in good condition in accordance with the maintenance and monitoring plan specified below. Title and Date: and,in addition ❑ The maintenance and monitoring ia�,.il lnufudos proviolonJ to repair the p,-wcment at iiic Subjoct Area whon to maintain the elevation and topography that existed prior to any Allowable Limitod Disturbanco or any disturbance by natural occurrences(such as erosion and frost heaves) _� _„_•_.•.._,___..._._.._.____._ and/or VOL 2 b 3 2 PAuE o o Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Pursuant to RCSA Section 22a-1 33M(32): i 1) ❑ The inaccessible soil is polluted soil which is polluted fill beneath a bituminous concrete or concrete surface comprised of a minimum of three(3)inches of bituminous concrete or concrete if such fill is(1)polluted In excess of applicable Direct Exposure Criteria only by semi-volatile substances or petroleum hydrocarbons that are normal constituents of bituminous concrete,(ii)polluted by metals In concentrations not in excess of two(2) times the applicable Direct Exposure Criteria,or(Ili)any combination of the substances or limits Identified In clause(1)or(i1). or I ® NA { Restrictions Applicable to the Subject Area: The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 j Survey)are restricted as follows: (Check box(es)for Option A and Option B,as applicable;enter Subject Area(s)designation.) ❑ Option A—No Disturbance or® NA (Check all boxes.) ❑ The polluted soil rendered inaccessible at Subject Area' ; '::'':14 will not be exposed as a result of excavation, demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained In good condition in accordance with RCSA Section 22a-133k-2(b)(3). Excavation,demolition or other activities are prohibited below the paved surface("No Disturbance"). and ❑ The pavement at Subject Area;; ;will be maintained in good condition in accordance with the maintenance and monitoring plan specified below. Title and Date: (; , and, in addition ❑ The maintenance and monitoring plan includes provisions to repair the pavement at the Subject Area when necessary to maintain the elevation and topography that existed prior to any disturbance caused by natural occurrences(such as erosion and frost heaves ❑ Option B—Allowable Limited Disturbance or® NA (Check all boxes.) ❑ The polluted soil rendered inaccessible at Subject Area;: is at a depth of insert depth(feet);below a paved surface and will not be exposed as a result of excavation,demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained in good condition in accordance with RCSA Section 22a- 133k-2(b)(3). Excavation,demolition or other activities are prohibited at depths greater than lnsert depth o(ailowab(e disfurtianc@ (feet);see instruc(ions for.accepfabfe depths below the paved surface("Allowable Limited Disturbance"). and ❑ The pavement at Subject Area;: will be maintained in good condition in accordance with the maintenance and monitoring plan specified below. Title and Date: and, in addition ❑ The maintenance and monitoring plan inr11.0e3 prow,lons to ropoir the pavement at the Suhjoct Arai W ion necessary to maintain the elevation and topography that existed prior to any Allowable Limited Disturbance or any ei:1mlocnca b natural occurrences(such as erosion and frost heaves) and/or i you Declaration of Environmental Land Use Restriction and Grant of Easement ` 273 Chapel Road,South Windsor,CT I I Pursuant to RCSA Section 22a-133k-1(32): 2) ® The inaccessible soil is polluted soil which is beneath an existing building. or ❑ NA Restrictions Applicable to the Subject Area: The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 Survey)are restricted as follows: (Check box(es)for Optlon A and Option 8,as applicable,enter Subject Area(s)designation.) ® Option A—No Disturbance or❑ NA (Check applicable boxes.) ® The polluted soil rendered inaccessible at Subject Area A will not be exposed as a result of excavation,demolition or other activities in accordance with RCSA Section 22a-133k-2(b)(3).The concrete building slab or foundation shall not be disturbed in any manner by activities such as demolition,excavation or other intrusive activities(`No Disturbance'). and ® The concrete building slab or foundation at Subject Area A will be repaired when necessary to maintain the conditions that existed prior to any disturbance caused by natural occurrences. and,in addition (Check box that applies.) ® Demolition of the building at the Subject Area is not permitted. or ❑ Demolition of the entire building(including portions outside the Subject Area)is not permitted. ❑ Option B—Allowable Limited Disturbance or® NA (Check applicable boxes.) ❑ The polluted soil rendered inaccessible at Subject Area I•':`.";is at a depth of Insert deptb(feet).beneath the concrete building slab or foundation and will not be exposed as a result of excavation,demolition or other activities in accordance with RCSA Section 22a-133k-2(b)(3). Excavation,demolition or other activities are prohibited at depths greater than Insert depth 'f allowable d sturf;aoce (feet),see inshictions for acceptable depths beneath the concrete building slab or foundation("Allowable Limited Disturbance`). and ❑ The concrete building slab or foundation at Subject Area: will be repaired when necessary to maintain the conditions that existed prior to any Allowable Limited Disturbance or any disturbance by natural occurrences. and,in addition (Check box that applies.) ❑ Demolition of the building at the Subject Area is not permitted. or ❑ Demolition of the entire building(including portions outside the Subject Area)is not permitted. and/or ^�— VOL 2 b 3 2 pAcE 0 0 9 q Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Pursuant to RCSA Section 22a-133k-1(32): 3) ❑ The inaccessible soil Is polluted soil which Is beneath an existing permanent structure provided written notice that such structure will be used to prevent human contact with such soil has been provided to the Commissioner. 4 Description of permanent structure: i Date of notice submitted to Commissioner for use of permanent structure: { or ® NA Restrictions Applicable to the Subject Area: The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 Survey)are restricted as follows: (Check box(es)for Option A and Option B as applicable,enter Subject Area(s)designation.) ❑ Option A—No Disturbance or® NA (Check applicable boxes.) ❑ The polluted soil rendered inaccessible at Subject Area A will not be exposed as a result of excavation,demolition or other activities in accordance with RCSA Section 22a-133k-2(b)(3).The permanent structure shall not be disturbed in any manner by activities such as demolition,excavation or other intrusive activities("No Disturbance"). and ❑ The permanent structure at Subject Area E'will be repaired when necessary to maintain the conditions that existed prior to any disturbance caused by natural occurrences. and,in addition (Check box that applies.) ❑ Demolition of the permanent structure at the Subject Area is not permitted. or iI ❑ Demolition of the entire permanent structure(including portions outside the Subject Area)is not permitted. I ❑ Option B—Allowable Limited Disturbance or® NA (Check applicable boxes.) ❑ The polluted soil rendered Inaccessible at Subject Area! is at a depth of insert depth(feet).beneath the permanent structure and will not be exposed as a result of excavation,demolition or other activities in accordance with RCSA Section 22a-133k-2(b)(3). Excavation,demolition or other activities are prohibited at depths greater than insert depth of allowable disfurbance (feet);see insfriictions for accepfable depths beneath the permanent structure("Allowable Limited Disturbance"). and i ❑ The permanent structure at Subject Area will be repaired when necessary to maintain the conditions that existed prior to any Allowable Limited Disturbance or any disturbance by natural occurrences. and,in addition !� (Check box that applies) i I ❑ Demolition of the permanent StMOturo at the SuujNA I'01 is rat Perrnitted. j l or ❑ Domolition of tho c;r`:lre pemia►:ent_structure(including portions outside the Subject Area)is ____. I VOL 2 b 3 2 pm 0 J 0 0 1 i Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT I AND Type and Location of Substances at Subject Area: (At concentrations greater than the Direct Exposure Criteria for soil) (Enter the type of substances,e.g.,by substance name or category,at each Subject Area.) Polluted soil containing petroleum hydrocarbons c i`n{or Liinitatlon arefNecessary, `to-Ade;uatel` ProtectKHumanHealth and Reasons Restri t o q Y,. ; If humans were to come into contact with the substance(s)present in such polluted soil,these substance(s)may pose an unacceptable risk to human health. Provided the soil is not exposed such that people may come in contact with it,such polluted soil does not pose an unacceptable risk to human health. \F. - .:�• 1i T3.".:t`• :i% t\y 1;,•' Yb.�r _.\:.l w_:.:..,r�FJ•= Restriction or"Lintitation is Consfstent witji the Remediation Standard Regulations(RSRs�Sections 133k 1-through 22a=133k-3;,inclusive ofJtFie RCSA as amended;'and as.foliowsr"'; (Check applicable boxes;enter Subject Area(s)designation) ® The Direct Exposure Criteria for substances other than polychlorinated biphenyls(PCBs)do not apply to inaccessible soil (as defined in RCSA Section 22a-133k-1(32))at Subject Area A. and/or ❑ The Direct Exposure Criteria for PCBs applied to inaccessible soil(as defined in RCSA Section 22a-133k-1(32))at Subject Area are: (Check applicable box(es)) ❑ An alternative criterion,as approved in accordance with Section 22a-133k-2(d)(7);or ❑ Ten(10)ppm PCBs by weight;or ❑ Twenty-five(25)ppm PCBs by weight if such inaccessible soil is located on a Property which is an other restricted access location,as defined in 40 Code of Federal Regulations Part 761.123(40 CFR 761.123;or ❑ Twenty-five(25)ppm PCBs by weight if such inaccessible soil is located on a Property which is an outdoor electrical substation,as defined in 40 CFR 761.123;or ❑ Fifty(50)ppm PCBs by weight if such inaccessible soil is located on a Property which is an outdoor electrical substation,as defined in 40 CFR 761.123,and a label or notice is visibly placed in the area in accordance with 40 CFR Part 761. and ® Such soils will not be exposed as a result of excavation,demolition or other activities and any pavement which is necessary to render such soil inaccessible is maintained in good condition in accordance with RCSA Section 22a-133k- 2(b)(3). i _1 i Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT I Exhibit B. Decision Document Exposure of Environmentally Isolated Soil to Infiltration of Water_Restriction Form i In accordance with Section 22a-133k-2(c)(4)(A)of the Regulations of Connecticut State Agencies(RCSA)the Pollutant Mobility Criteria do not apply to environmentally Isolated soil provided an Environmental Land Use Restriction is in effect with respect to the subject Property,or portion thereof,containing such soil which Environmental Land Use Restriction ensures that such soil will not be exposed to infiltration of soil water due to,among other things,demolition of the building.2 I I I ' I Purpose: I i I i The purpose of this Environmental Land Use Restriction(ELUR)is to ensure that polluted soil that is environmentally isolated I i (as defined in RCSA Section 22a-1 33k-1(18))at the Subject Areas)('Subject Areal designated below will not be exposed to ; { Infiltration of soil water due to,among other things,demolition of the building. I i a Pursuant to RCSA Section 22a-133k-1(18): 1) ® The environmentally Isolated soil Is polluted soil which Is beneath an existing building;not a continuing source of pollution;not polluted with volatile organic substances or,If it is polluted with such substances,the concentration of such substances has been reduced in concentration to the maximum extent prudent;and above the seasonal high water table. or ❑ NA Restrictions Applicable to the Subject Area: The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 Survey)are restricted as follows: (Check boxfes)as applicable;enter SubjectArea(s)designat/onj ❑ The environmentally isolated soil at Subject Area will not be exposed to infiltration of soil water due to,among other things,demolition of the entire building. and/or ® The environmentally isolated soil will not be exposed to infiltration of soil water due to,among other things,demolition i of the building at Subject Area A. Note that the building consists of the roof,structural walls,and building slabs,which collectively act to isolate polluted sad. i r and/or I a Fur a culnplc to dosewipilon of the ratior,uio;ur iirj�restrictloid,see t;ia roferenced regulatory citation. Declaration of Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Pursuant to RCSA",oction 220-1331,-1(18): 2) ❑ The environmentally isolated soil Is polluted soil which is beneath another existing and permanent structure which the Commissioner has determined In writing would prevent the migration of pollutants;not a continuing source of pollution;not polluted with volatile organic substances or,If It Is polluted with such substances,the concentration of such substances has been reduced In concentration to the maximum extent prudent;and above the seasonal high water table. 1 Description of permanent structure: i Date of Commissioner's written determination that the permanent structure would prevent the migration of pollutants:; or ® NA i t Restrictions Applicable to the Subject Area: The Grantor shall ensure that use,occupancy,and activity of and at the Subject Area(as depicted on Exhibit C—Class A-2 Survey)are restricted as follows: (Check boxes)as applicable;enter Subject Areas)deslgnatlonj ❑ The environmentally isolated soil at Subject Area}will not be exposed to infiltration of soil water due to,among other i things,demolition of the entire permanent structure. 1 and/or ❑ The environmentally isolated soil will not be exposed to Infiltration of soil water due to,among other things,demolition t of the permanent structure at Subject Area' ^; I i Note that the permanent structure consists of dosciibe�ihe peimanerit;_4tri�ctul@ which ads to Isolate polluted soil. { E AND I I I i 1 1 1 I i iVol 2 h 1 7 BOX ' i Declaration or Environmental Land Use Restriction and Grant of Easement 273 Chapel Road,South Windsor,CT Typo and Location of Substances at Subject Area: ! (At concentrations greater than the Pollutant Mobility Criteria for soil) (Enter the type of substances,e.g.,by substance name or category,at each SubjectArea.) Polluted soil containing petroleum hydrocarbons 1 ' Reasons Restriction or Limitation are Necessary to Adequately Protect Human Health and the ' J Environment: If the building or permanent structure is demolished such that the environmentally Isolated sot is exposed to the Infiltration of I water,such polluted soil may pose an unacceptable risk to groundwater quality. i Provided the polluted soil is not exposed to infiltration of water,such polluted soil does not pose an unacceptable risk to ( groundwater quality, i _ 1 Restriction or Limitation is Consistent with the Remedlation Standard Regulations(RSRs)Sections 22a- 133k-1 through 22a-133k-3,inclusive,of the RCSA,as amended,and as follows: J i (Check both boxes;enter Sub)oct Area(s)deslgnatfon(s);and enter document Ode and date,as requesteep i ® The Pollutant Mobility Criteria do not apply to environmentally isolated soil(as defined in RCSA Section 22a-133k-1(18))at Subject Area A and j ® Such solls will not be exposed to infiitratlon of soil water due to,among other things,demolition of the building in 11 accordance with RCSA Section 22a-133k-2(c)(4)(A). If applicable,documentation that demonstrates that volatile organic substances located beneath the building or permanent structure have been reduced in concentration to the maximum extent prudent has been submitted to the Connecticut J Department of Energy&Environmental Protection. Title and Date: Declaration of Environmental land Use Restriction and Grant of Casement II 273 Chapel Road,South Windsor,CT I i I i I i �I Exhibit C. ELUR Class A-2 Survey i Place holder 1 i 1 LEGEND �; �re•iwrw a.In.e...-.awwrr. SITE 1 L � "•.. ,. _•'rK lw•.�.MNY\r,w�(a swrwK�r• R C a tf wyu aaa r•I.m u,mar C 3=� _--��-- - nc �Jg=; , r•r�}'-� .,, Y:V_ro' CAPE-� q� ~S LOCAMN PLAN _. AO r.woo• �� _ jE > - + 1= 21tI Itl iS��i Z_ _ ?► t.r4 _wF1 I ... rr• 1 l `�� �v,n. .... N I - �:•6 .:c'�'.•."Q _:.r. ,a..r.a.XK a V a I � d o.•.n r ! f,; / ..., mow..-..r'." ;� ��'�'�•�r�.I.,;.K.. t' l � 1, •� ` ..-_ _-___-""-- __ ar. � � .' t���r:�v. '•/rrnr.•�r<w K f.ln�Y.r r.f A K�61f \ {(f)WNnOY..a✓,ra K�nW...a"YeV ` ... \ a.r ••r-. 11 Wa2i ..rr / ,;.ram�,.a..../....�.�..u.• �3� rw.",,.sc rw wsu�...>-+• K.v-rov"Kai.a•'crs.aimrwl.....ara�c.e rrM.rmr•ew....n �' �y� L � �>�:�� r.rOO.a��•r...R..K/I....-.Ir.•�• .m._r...•,.aKr Received for Record U I Qj V-1 vw Rec in oath W d Town Clerk r a APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER:� M APPLICATION IS HEREBY: o APPROVED: BLDG.PERMIT NUMBER: y .J DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: r o NEW BUILDING NAME: J4 NAME: I W/'n r4o ADDITION PHONE NUMBER: gd a'Z 3Z' O d 0 PHONE NUMBER:_ ❑EXISTING BUILDING ADDRESS: G h ADDRESS: Z 7 3 �' TYPE OF USE: l� oam i c/ �� �i•, a r C7" ❑RESIDENTIAL COMMERCIAL : FURTHER ECRI SIZE OF MAIN DRAIN: SP — WATER FLOW:N / /C�PTI.OF;c ARE SPRINKLER HEADS ALTERED?^ES ❑NO U q 6 'C <- IF YES CHECK ALL THAT APPLY:YQADDED ❑DELETED o ALTERED d r C S, S IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY: o PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER PRESSURE AT STREET(PSI): / 3 7 O ESTIMATED COST: �i WATER PRESSURE AT SPRINKLER HEADS(PSI): ARE PUMPS REQUIRED? ❑YES PO FEE ENCLOSED: 2 IF YES,CHECK ALL THAT APPLY: ❑FIRE o BOOSTER o OTHER ARE STANDPIPES PROVIDED?o YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? YES o NO FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. y— CONTRACTORS LICENSE NO.: b 6 . TYPE: _ STATE: / SIGNATURE OF APPLICANT: DATE: /D 3 I l -�01gOI79L/ $ r a APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: 1 qQ d r7 o_q APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: �- APPLICANT: OWNER: TYPE OF STRUCTURE: NAME: ❑NEW BUILDING � ���-- NAME: t�tJ �eC( V� ` �� ❑ADDITION PHONE NUMBER: // (�^�) PHONE NUMBERO"'75�.f� XISTING BUILDING ADDRESS: 1 Zo �`�G ADDRESS: - ��� TYPE OF USE:�J o RESIDENTIAL .COMMERCIAL SPRINKLER SPRINKLER INFORMATION: FURTHER DESCRIPTION OF WORK: SIZE OF MAIN DRAIN: WATER FLOW: ARE SPRINKLER HEADS ALTERED? ❑YES o NO IF YES CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED op IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY: ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER PRESSURE AT STREET(PSI): C{ ESTIMATED COST: I WATER PRESSURE AT SPRINKLER HEADS(PSI): ARE PUMPS REQUIRED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: o FIRE ❑BOOSTER o OTHER FEE ENCLOSED: C ARE STANDPIPES PROVIDED?o YES o NO IS A SPRINKLER SYSTEM PROVIDED?o YES o NO FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED COST. SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: STATE: . SIGNATURE OF APPLICANT: DATE: �CDZ�. I Jo c1&f5 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 273 CHAPEL ROAD LOT_# Reviewed By Bring) OLSEN CONSTRUCTION Date Reviewed Approved 58 ALNA LANE,EAST HARTFORD,CT Reviewed By L nning) BP_#_30188_ Ph_# 860-205-3710 Date Reviewed 5 o-1 pprov Denied Date Submitted 00/00/00 ***** FOR C of O ** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved_ Denied N/A 1 Approved building permit plan ✓� 2 Finish grading per approved building permit plan 3 Site work; i e. trees, shrubs, dumpsters, required parking 4 Utility location; a. sanitary sewer/septic system b. foundation drain c electrical & telephone d. water e other a/ 5. Sewer connection charge paid 6. Appropriate certification 7 Bonding _/ 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS o--tz. ✓ Status: 4 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# .27�u ea W Date: o Sprinkler# Estimated Cost $ FINAL APPROVALS ��' Building COMPLETE RED BOXED AREAS Permit Fee $ %Soc Occupancy Fee $ to Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE / Total Fee $ Z,sl o TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ orb The undersigned hereby applies to do work according to the following: Applicant Sa I Cc Location of Work 4 Lot No. Applicant's Address 1?6 GE C ►ve I Tel # Town Mahc.he..)iQr Zip 060510 Lic.#0!Co. oysa3S0 _ Owner-ft, NI FO Architect FLG Ploanw-ttja !Arc ,1 Ccfurdw J.��++ n Owner's Address Q'73 C Qrg l �� Architect's Address l r 1 Iver 40% ,mot ,-,9Kn r C r S6✓�-� uJ�Rc�sur Zip Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 576 l:t J 1.;�3 3 f* r'e.v%ov v4voA City Water Well J Septic System J Sewer Ins: HO SP Area Basement Garage WApproved by t!!� ate • 3� iS� Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed 4 DO NOT GVRITE BELOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 273 Chapel Road Date:!" 1� T der 6�_ HVAC # Sprinkler# 8 000 38 FINAL APPROVALS --_- -- - - _ Estimated Cost $ dew-e Building COMPLETE RED BOXED AREAS Permit Fee $ i �5 Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit Eng. Insp. Fee $ pp ► SIGN ON REVERSE SIDE A r. for CO. Total Fee $ i TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 4u1�'�) l vC Location of Work d > 3 Cffg12x 1- mil) Lot No. Applicant's Address ?Q 06ek 93-� . /// Tel.# ,f9c Town/ j C!z z?E�P . g ✓ Zip O�c% -4 Lic.# A/ O(, /1 7 Owner / Architect Owner's Address a>3 Cf/r9`��e_ /i?cS Architect's Addressej=_ c<), s",4Tx-cc17F 2d Zip cam?V Sq. Ft. New Area: 1st FI. 1' 9-cf 2nd FI. 3rd FI. Total New Area Purpose of this permit u�c/�� City Water❑ Well❑ Septic Systemo Sewer❑ Ins: HO SP a Area Basement Garage Approved by ' Date i_.S 0'6 Use Group Construction Type Revised 6/02 oDr-n I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed _ I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS DERMIT CLOSED PER: PA 17-176 AND 5/21/2021 y Town of South Windsor Building Department 4 �E Building Permit: BLDP-21-181 APPLICANT NAME: Alex Ansaldi EMAIL ADDRESS: alex@ansaldiconstruction.com ADDRESS: 186 Bidwell Street Manchester , CT 06040 LOCATION ADDRESS: 273 CHAPEL RD South Windsor CT6074 OWNER: TWIN MANUFACTURING COMPANY 273 CHAPEL ROAD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: 9,480 sqft building addition and associated site work April 23, 2021 BUILDING OFFICIAL DATE SIGNED -*ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- '**PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1/1 8/31/22, 8 14 AM Town of South Windsor Building Department COMMERCIAL CERTIFICATE OF OCCUPANCY Building Permit: BLDP-21 -181 sae C APPLICANT LOCATION NAME:Alex Ansaldi ADDRESS.273 CHAPEL RD EMAIL ADDRESS:alex@ansaldiconstruction.com South Windsor CT 6074 OWNER:TWIN MANUFACTURING COMPANY ADDRESS: 186 Bidwell Street Manchester,CT 06040 SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: 9,480 sgft building addition and associated site work CONSTRUCTION TYPE: This is to certify that 273 CHAPEL RD under permit number BLDP-21-181 conforms substantially to the requirements of the Connecticut State Building Code and the zoning regulations of the Town of South Windsor and is hereby approved of occupancy as indicated above. May 27, 2022 BUILDING OFFICIAL DATE SIGNED "'ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"' —PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 8/31/22,8:14 AM Town of South Windsor Building Department COMMERCIAL CERTIFICATE OF OCCUPANCY Building Permit: BLDP-21 -700 SO&CV^r APPLICANT LOCATION NAME:Alex Ansaldi ADDRESS:273 CHAPEL RD South EMAIL ADDRESS:alex@ansaldiconstruction.com OWN Windsor CT 6074 ADDRESS: 186 Bidwell Street OWNER:TWIN MANUFACTURING COMPANY Manchester,CT 06040 SO CHAPEL ROAD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: 20'x 13'compressor shed attached to new addition, per plans by Andrew Ansaldi Company and Desing Professionals CONSTRUCTION TYPE: This is to certify that 273 CHAPEL RD under permit number BLDP-21-700 conforms substantially to the requirements of the Connecticut State Building Code and the zoning regulations of the Town of South Windsor and is hereby approved of occupancy as indicated above. Z'R,1l� June 1, 2022 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL—. 1/1 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O ADDRESS �13 G'�c�p�\ R�) bd� LOT/UNIT# Reviewed by 3� (Engineering) CONTACT/DEV'—\,-�.c-\ Date Reviewedj :-At"/Denied PH# -5 L.r<� c\ tS-'4 C't& Reviewed b 11W7 (Planning) Date Submitted a°1 Date Reviewed 3'3� Approved/Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A I/ 1. Approved building permit plan 2. Finish grading per approved / building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain _ V C. electrical&telephone d. water e. other 5. Sewer connection charge paid � {, 6. Appropriate certification�U�� 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage \\ Freestanding Wall Alf ^i-IS C^� V C. Fee in lieu of Open Space COMMENTS: Fr-i-++G . 1 �Vrie,—A. 4 s/engineering/molloy/site compliance checklist ... .•, ,_ _...__ _..._.,,......._.. _4._- iv'rnwaacor- - - ­UTI _S i I.L f,0 NI F,. T,. �. f ROPERTY IS IN ! •221 CV -29"I RRIDOR DEVELOPMENT ZONE. BAN 2008 . PROPERTY 1S IN FLOOD ZONE X- AREA DE' RMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER COMMUNITY PANEL NUMBER 090036 ' '9D.. MAP I D FEBRUARY 23, 2001. SOUTNVJi;tDSD� h r, ' 4. AREA OF PROPERTY = 200,41', S.F. = q,� •,r, AiQfNG DEPT. • I 5. PROPERTY IS PRESENTLY 0',', B•I Fr 1,.. 6. THIS PROPERTY IS NONCONFORMING TO TK AREA REQUIREMENT I.OR THE 1-291 CORRIDOR DEVELOPMENT ZONE. EX. CB ' I SNET 7. THERE-ARE NO REGULATED INLAND WETL.AN S ON THE PROPERTY. SITE INVESTIGATION CONDUCTED INV.5 .0 #311 BY JOHN IANNI, HIGHLAND SOILS, INV:50.20 �3118 LLC. ON UG. 26, 2005. - ESMH EX. 3`" TF.72.93 f 8. PROPERTY MAY BE SUBJECT TO A POLE Utr . EASEMENT PER tE $ANirnPy INV(6" LA i WINDSOR LAND RECORDS. E 203 PAGE 183 OF THE SOUTH �" __=r�':R AIAIAI INV(6" LAT):64,U3 MAP REFERENCES: ` Ex. CB , �(� 1. PROPERTY MAP FOR G. do K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-18-84 TF:66.94 -'- -W �- \ Ex. 1z" WATER MAIN `W R MA►N INV.62.40EW I '' ESMH SCALE 1"=40' SHEET 1 OF 1 BY FUSS & O'NEILL, INC. _ _/_1 f -- ' 15" R.C.P. I - - - - _ - _ EX. C8�2� ��A p� -� Tf:73.75 i -� - - - - - _ - = = =�j8 = = = = = _ = = = - - - - - _ � - / _ _ IF: �`NV:59.75 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FORM P & D REALTY, CO BY THE STATE OF APPROX. ' _ = f �/ - = EX.C,20 0 CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"_ LOC. DMH > , - .I_ _ _ - -- 1 EX - - - - - - _ - AD DATE OCTOBER 1987 INVN t --- +Y�_ moo, TEL PROJECT 172-89 SERIAL NO. 8 SHEET 1 OF 1. INV:NA � \ MANHOLE - 7�12-�Cj� ESMH 7�713. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR, CONNECTICUT \ ARPRo ' •+�` - _ \ IIF.72.69 NV.SILTED I ` b q2 , f LIMITS OF SPEEO 4 _ \ EX CB SCALE 1"=40' DATE DULY 27, 1971 SHEETS.1 & 2 OF 2 BY GRISWOLD do FUSS. ' sLOPS Rlcrtrs Q�i� � T s' ' 1. EX. 17 ` t ' �4 � ~ ` 1 tNW 67.20 II 1 '-- R, p9� , ti 4. TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING INC. ' 3PAVEMENT Q ` q L,469 ��8 a� _ r. C. CHAPEL ROAD, f , ' �26 X72�9\ \ r SOUTH WINDSOR,ERRYCONN. 563-2693 SCALE 1"=40' DATE 7-30-84 REV. TO 9-17-84 1' 10" MAPLE 1`�3B BY PALMBERRY �dt: RUSSO. \� 5. RIGHT OF W -67 d AY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET I I �- \ "a k \ - '� mD \�^�.��`10" MAPLE 7COMPANY ` ' ^ ''_ _ CB SOUTH WINDSOR, CT. PRO.IEC- 1174.09 SCALE 1"=40' o ' / ( SIGN BY A/N CONSULTING ENGINEERS. PATE JU,AE 7, 1 91 SHEET 1 OF 4 + - \ SN�� , ' X71.20 O/ / I - _ \ 5o a MAPLE / - ® + O t r EX. , ' Ex. BIT. t t � LEGEND PAVEMENT �' O'/ MONITORING I , , S 1 WELL. , X71.72 + \� I , / X7G=•31 APPROXI \ ` i r r`t ' , EX. �' / \ �Cr 10" RED_ LIMITS OF DRAIN Q / ` MAPLE / SLOPE FIGHTS ' BRICK TF 72-33 _ _ EXISTING PROPERTY LINE ' AREA FOR AREA FOR IN :7 / 3' °OO� - - `_` x6b.68 '68 ,jsoio I 46. / ' 13 _ 6 PARING � AREA FOR - - I ` 1 \ o EXISTING MONUMENT F ,'x / PARKING SPACES _ \�qo Q/ / X71.52 2 PARKI X71.81 • , _ _ ' 3 r SPACES- ' + a S aT• 0 qR O / / SPAC t X66.14 ` , w ' , 1" PVC • + > E- ` r ® WH EXISTING IRON PINEEL - Dg�lIN�PIKE °f 3S� \ 4 PARKING 'l~ + r \ %F ROAf�3t1MP HEX. PYD. ?VirUMP QOoR "� O <O / / AREA FOR \ STOP (TYP.) O� r It " - - MON ' 3S30�r1 O C11' h \ SO SPACES `�•� EXISTING UTILITY POLE � r - + MAX TREE HEIGHT=,49' 0�� °C ' J , ' V EX YD If:65.84. EXISTING CATCH BASIN AND PIPE EX. BIT.PAVEMENT tt X7 �e<3o°°� o Sos F"9 -I `'g 1.32 �Q , 3S� / ' � � I ' EXISTING SANITARY MANHOLE AND PIPE v�i �I I / >. '' T r / X71.76 , T I EXISTING WATER MAIN AND VALVE ry '� C s EXyBIT. / = r ! ' MONITORING EXISTING WATER MAIN AND HYDRANT l � ' WELL _ - �� / EX. 6' CHAIN ,o � �~`}\ � � r " Q ' r I! / LINK FENCE ,110 - - EXISTING SANITARY LATERAL � o� +�o \ \ cr r + Y o - - W - - EXISTING WATER LATERAL EX. WHEEL 0 / C \ STOPS (TYP.) - - 70 - - EXISTING CONTOUR r + / �/ o ooQ tr °�! p,2NC• > , EXISTING ° C\� B BUILDING Q r , + + 71.33 o is �0 74 PROPOSED CONTOUR C , + o° X70.94 \ t ` ' r I ` �� \ / �' EXISTING TREELINE X66.20, / � 1 ' _ k yPROPOSED TREELINE � '� '� � poyC��o�<���743zo• // P -� - PROPOSED SILT FENCE C_ ,' � � � � \`••� � \ oo / / � _ _ � „ X70e94 Ex. HA \/ \ , ' ` ii - Lk. �K� \f -��,- ,' 8. M//v THICK EX. BIT. �o Illy 2• coNcrzErE nay ' PAVEMENT �q• °CS p` I ' MAX TREE HEIGHT= r r\- ) �6"ICPP . INV66.08 ' p ti,` INV:(6"CP 68.06 � BTM:66.4 0.0] .`` r �, \,2�1 \ \?`o. ot4� / PEX BIT. AVEMENT X6(5.80 EX. 6' CHAIN ONK FENCE 023 ' x69,65 ' ` ` - - - --- - 'oe 'O t X69 7 X. ` 82 Q t i� GATE \ q + �Qy5.76 'U71L. POLE - - - \- ' REMAINS, - - p r EX. 8' CHAIN 1 �O r ` ' 6A TC • 1 ` 1 + ` � � _'U°RaC1', i .i �J � ` I LINK FENCE �� t \ ` PROP. 6' CHABTQO /PROFtOSEo ` \K FENCE ` oR/i.. GARAGE Xb4.32 SILT FENCE ' ` "vqY FF•t T0.50 X63.57 12" FLUSH, t IN-GROUND ALONG '` 1. ARKINCS t Q EDGE t PAD I z t i Av gtioR \ ` Z. ADg X64.92 !4 'GArE ssocq p (f/IAIN It✓.� r 'GATE IP \X63.i� / \ • rz' OWNER: APPLICANT: P & ID REALTY '1',"N ISAr,"JFACTUP,!NG 273 :HAPEL. ROAD 273 CHAPEL ROA ) SOUTH W! 1DSOR, CT 0607E SOUTH WINDSOR, -CT 1'6074 PH: 860-289-6041 PH: 860-289-6041 z0 n n 1. UNLESS OTHERWISE NOTED, EXISIING UTLITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE °�`���'�■ asw..er., ," THIS E AND MAP HAS BEEN PREP RED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-: 0arxan�rr- m INFORMATION. ALL EXISTING UTILITIES SHOULD ')F THE JLATIONS OF CONNECTICUT TATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS ;N Tel. 860•291•8755 I RESURVEY f ".EC FOR: SHEET BE FIELD VERIFIED PRIOR TO CONSTRUCTION. I -- - - - THE S1AIL t; CONNECTICUT" AS ENDOR,ED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. I FaX 860 291 8757 ? __ AND CONFORMING TO HORIZONTAL ACCt' ACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-z. GRAF'T:IC SC1�.1 �`"' LI ��© /n��(!_I�� �n �n 2. ALL UTILITIES ARE TO BE STAKED IN TPE FIELD �- 40 �E�`I�IF1� JAI lJ L=�1 i(�J t� `` \J BY A RUCTI LICENSED LAND SURVEYOR PRIOR TO �_ 0 20 4a >� TWIN M NUF�CTURING CONSTRUCTION. _ - - 10 THE BEST OF MY KNOWLEDGE AND BELIEr, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEF'EON. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE �J �- ( INFEET ) DESIGN.-JAU DRAWN JAU CHECKED. KM/ 273 (;HAPIEL 'ROAD IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 1 inch = 40 ft civil engineers planners • surveyors OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIF'170N 'BY RICHARD P. MARTEL landscape g gpS ✓OB NO.: 2228 DATE' �.2/2,?�p5 _ LIC. No. pe architects is 165 So satellite Road, South Windsor, Connecticut 06074 ORAII9NG 2?28-4 SGUT1~ '�NDe�®Ry ® Et T�[CU�jj` z -- - � S -- .-._-r=�-:ACC.m �:.•- .. -.�<..-�.:.Z. iT�•n•---- -^-,Y, - •- _....:-�----Z�::.r.��-�i .�.L- �9•L.� .rsJ.LS2N''i�T.S::-=.: �.��+..nyy.pJ:a:«itLL'.�',•'. �-.] .aYl�Oee.r"1: 6b i i r;UTE.S: E Ee VELD I/ H�itr ��', 2. f ROPERTY IS IN 1 2'21 LD 2-014L - !-291 RRIDOR DEVELOPMENT ZONE. 2008 3. PROPERTY IS IN FLOOD ZONE X- AREA DE RMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AN Z 4 PER COMMUNITY PANEL NUMBER 090036 / 9D. MAP F'_ ;_..D FEBRUARY 23, 2001. SOUTN11gI,mSDhr,,, 11 4. AREA OF PROPERTY = 200,41', S.F. y titt,h�DEPT. r f S. PROPERTY IS PRESENTLY G'.`:'�'=D Cl' P ,Er TY1 ��. I 6. THIS PROPERTY IS NONCONFORMING TO THi AREA REQUIREMEN i I-OR THE 1-291 CORRIDOR DEVELOPMENT ZONE. EX. CB SNET 7. TF:66,6,50 THERE.ARE NO REGULATED INLAND WETLAN S ON THE PROPERTY. SITE INVESTIGATION CONDUCTED INV:50.20 i13118 i 1 BY JOHN IANNI, HIGHLAND SOILS, LLC. ON UG. 26, 2005, ® ��� �- , ESMH --- EX. 3 r^ TF.72.93 L' -- Sr NIT!-Ry INV:59.46 8. PROPERTY MAY BE SUBJECT TO A POLE UN_ EASEMENT PER !ME 203 PAGE 183 OF THE SOUiN t� ' x:R MAIN - INV(6" LAT):64.U3 WINDSOR LAND RECORDS. �.- _ A i MAP REFERENCES: � ZN EX. 6. EX. 12" W TER AIN ._ ~SE►yFR AWN 1. PROPERTY MAP FOR G. & K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-18-84 -w 1 INV:62 a0� A� \' c : ESMH SCALE 1"=40' SHEET 1 OF 1 BY � � EX. ce _/ ,Ap� -� TF:73.75 I. FUSS & O'NEILL, INC. r c = _ _ - - - - - - 15` R.C.P. r "� -� .`� INV:59.75 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FORM P & D REALTY, CO BY THE STATE OF APPROX. ' ' _ - ' - - - - _ _ _ _ - - _ IN V:51.20 AD _ > - _^ LOC. DMH \ r I- - - - - - _ = EEX poi Q TEL CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"= f DATE OCTOBER 1987 TF-NA ' A ~" "g..z r PROJECT 1ESMH 12-89 SERIAL NO. 8 SHEET 1 OF 1. INV:NA ` �i r -_MANHOLE _ _ �C 2.,b '7 4 - -=1_ '` \ O IF:72.69 APPRO \ J ' \ LIMITS OF Sp '_ _ INV:SILTED I 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR. CONNECTICUT f ` ` _ =X. CB A2 , < SLOPE RIGHTS Q Es t y, TF:71.17 SCALE 1"=40' DATE DULY 27, 1971 SHEETS.1 & 2 OF 2 BY GRISWOLD & FUSS. 1� �\ INv:sz.zD �' /+ 6.3PAVEMENT C_ t\ 4. TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING. INC. CHAPEL ROAD { ' 69•47 - •�� _ \ r ` / �Z' X72.19\ + 10` MAPLE r 3 U SOUTH WINDSOR, CONN. 563-2693 SCALE 1"=40' DATE 7-30-84 REV. TO 9-17-84 ' 6•67 �iZ 3�,8 \w �,� BY PALMBERRY & RUSSO. � 1 , � 3 � � \ _ - - 5. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET ��" MAPLE COMPANY x, m ..emu SOUTH WINDSOR, CT. PROJEG" 1174.09 SCALE 1"=40' DATE JUNE 7, 1991 SHEET 1 OF 4 ' _� -` ' / � \ ,BY A/N CONSULTING ENGINEERS. 2 \ � �s'- �_ X 72.09 SO �F GREEN ����NET ' + f X71.20 MAPLE Q/ / O , I � � - _ _ \ EX BIT. i p• \ , LEGEND MONITORING ; I j /, / PAVEMEN X71.72 \ \ ` X72.31 vs� , +^ APPROXt t ,LL,, , / , G ' 10" RED`�� LIMITS I EX. / / ~\ _ � ' MAPLE / SLOPE BIGHTS ` _ BRICK DRAIN / / - , `` ' SNI-r TF I2.53 ` , X66.58 '6� #5010 EXISTING PROPERTY LINE I ' AREA FOR AREA FOR WALK ��_71•73 / j �, O/O� '� AREA foR - - - - - - Q I ,'X$$� / rr PARKING - 1 6SPACEISG - \�qp / X71.52 2 PARKI X71.81 \w EXISTING MONUMENT , 3 i f , SPACES, +ems• oqR ,O` / / SPA � O X66.14 ` VMEEL I / . VC CC l - 11 PN PIPE EX. se $f•3�o O i / / AREA PARKING STOP (TYP.)�.ti0� \ t, r - _ _ \ ' ' -� - r MON ® EXISTING IRON PIN HYD. �usUUN OR ,,� o <i)S,0 SPACES - - =cF1' ,b SCAR / t ON , - - `� EXISTING UTILITY POLE U r MAX TREE HEIGHT=,49' / �Q r�`� `0 o'�pp� F� �$ EX YD TF:6s.aa, ' ' I EX. BIT. • EXISTING CATCH BASIN AND PIPE PAVEMENT , X71.32 / + / - �-- - EXISTING SANITARY MANHOLE AND PIPE If � ! r � r I I A X71.76EX. BIT. EXISTING WATER MAIN AND VALVE ��GR PAyEM�NT � / � •� , r 1 r l ,' o°Q�/ �7?� D 9EX 4 ' MON TORING 91 ' EXISTING WATER MAIN AND HYDRANT � `D ► WELL�' ' / m , co I / EN r /LINK FENCE D Nb ` I t o� + IN ,gyp• \ , -- S - - EXISTING SANITARY LATERALtY/ ° / r r EX. WHEEL 4�' o )3 / C // •� \ /- - EXISTING WATER LATERAL J ' STOPS (TYP.) - - 70 - - EXISTING CONTOUR i�ni O , r r 4q R GQ- EXISTING BUILDING ��� J 22 cre Y�/ o � �0• �_ ' 74 PROPOSED CONTOUR Q x70.94 X66.20 1 ►. / i 1 EXISTING TREELINE P t p4� \743 // t PROPOSED TREELINE --- PROPOSED SILT FENCE ,- 6.0 \ �>>A X71,12 RTC - - 'MIN TH/CrC < J x7o.94 \ / Ex. HA \ LM N C o/vC 2 E TE P,4D EX. BIT. �o eg �// ' r ' N PAVEMENT c6p oA- 6`rCPP ' 4 0° °� EX YD INV:6 6.08 r MAX TREE HEIGHT= " \�p� ) o // TF:68.56 ' INV.(6`CP 68.06 ?0 c407 P / / EX. BIT • �' G x6(5.80 3 r �+ 't + �•,� o• p PAVEME01 NT ' EX. 6' CHAIN LINK FENCE -970.23 69, 6_ � 6 _ , / , X69 7 EX. 82 , Q� ' I ^ r/ GATE Pq� $t'E>5,76 UTII, POLE r LINK,FENCE � / 1 Q V CHAIN , A TE - - - `� / REMAINS. ` ` f ,' / _�9Pp,,;- \ ' '( ` t , ' � \ PROP. 6• CHA � � � 6iT PROPOSED LINK FENCE GARA �R/' P�E _ \ \ ` - - - - \ X64.32 SILT FENCE ' 'qy fF-t �0.50 (TYP.) 12• FLUSH, t f2 ~ ` IN GROUND _ ALONG ARKINGS + `O EDGE OF t PAD • & 4SSo o �O N/C N CHAIN 1 . //'�� ' �iq ' ` S $ ' 4 GATE IP `X63.,i 7�• OWNER: APPLICANT: P & D REALTY T1'.'N MAt,"JFACTUP,!NG 2�3 ;HAPEL. ROAD 273 CI-'APEL ROA ) SOUTH W! IDSOR, CT 06074 SOUTH WINDSOR,-CT G6074 PH: 660-289-6041 PH: 860-289-6011 z c x 1. UNLESS OTHERWISE NOTED, EXISTING Ur. on �r .' �"�1,1li .•yl adO.n�.M, '. 'JOCCAC7 „�'�Tq�y�-. ".rea'.^Dw'r.2'r.�•••='[.-Je+:;�.=.3�: '.1"':•� ri::�-LtY.:�..'hT..2fw�r:f JG../- -_T•-.�'.��-•�- 'S'.•-+•�:^Y 3C? �621��'R fi�•Ot 11 REVISIONS mz LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS S AND MAP HAS BEEN PREP RED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-:0 Tel. 860 291•8755 I RESURVEY F "EC FOR: SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD ')F THE -ILATIONS OF CONNECTICUT : TATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN I 1 FOX 860 291 8757 t�-��' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. - - THE S1A-IL U CONNECTICUT` AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAF'T..IC SCALI �� O 1111 /;� p(LI1rI((� ,-,1(1 ,��_ AND CONFORMING TO HORIZONTAL ACCL' 'ACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. ap 0 20 40 � �+� � r �J LVJIj �t�;]wAIPIPW��JJV� �l� TWIN MANUFACTURING 2. ALL UTILITIES ARE TO BE STAKED IN TF'E FIELD I -- - - ��s)EI BY A LICENSED LAND SURVEYOR PRIOR TO _-.- _ CONSTRUCTION. - 10 THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEF'EON. 4 �J �L/JItJ�J IN '1' civil engineers • planners surveyors ats DESIGN.•✓AU DRAWN.•JAU CHECKED. KM/ �`�� �����]I, ®�� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 1 inch = 40 fE landscape architects • gis gpS ✓OB NO.: 222�' DATE 12/23/05 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION RICHARD F. MARTEL BY UC. No. 165 S0101 Satellite Road, South Windsor, Connecticut 06074 S0=17- WINDSOR, CONNECT���r11� DRA WIVG -�: 2228-4 .. -:a :: ' -..Z^• -• -r=-- -- .. - -•-T-ss-r.-�r - -.- -..c��r�• - ----- . I i i...aas. . _aw¢.:.+~trt«ra •„nc.ww ,tarta. • ..... .. -. ... . " ... ..w. .... • .l 'G:+__. - ., _ _ _ - ..... 1 •LYi x"'•.tl • M"., Ili - •i•'!tr•',hZ^'-_..':..;.�' lttJC' l raac• L R�dZt.•a•t• 'i!ll ,SIIw..Me.•..E:\- - .-. I NOTES: ' UE4tL0rh1LI4T CONE. j 3. PROPERTY IS IN FLOOD ZONE X- AREA JDETERMINED TO BE OUTSIDE 500-YEAR PER COMMUNITY PANEL NUMBER 090036 0009D. MAP RE�, LD FEBRUARY 23, 2 o00DPLAIN 1. 4. AREA OF PROPERTY - 200.415 S.F. = 4.60 AC. I I PRO, I5 NONCOIdFLi(MIIJG TU THC AREA REQUIREMEN, vOR THE 1-291 j CORRIDOR ULVELOPMENT ZONE. EX. CO 7. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CONDUCTED INV'5 .2 #NET BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. m1v so.2o ,►a+1e ® / V-7 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEMENT PER �+E -� A 30" IN: :5 .93 4 ' r Mv:59.46 WINDSOR Lt'!D RECOP.DS 203 PAGE 1B3 0^ THE SC'JTH 10Q, �' _ _SCVURAMA,t4 INv(s' LAT):64.03 - S MAP REFFREI.. EX. & \ EX. I:C WATE:k_ AIN _ W 1. PROPERTY MAP FOR G. do K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-18-84 INV.6.94 - i _W� _� wER MNN '~• SCALE 1"-40` SHEET 1 OF 1 BY FUSS do O'NEILL, INC. INv:6z+o® - - 1 7T -� ,I1c�A. ` - ESMH 15" R.0 P_ EX, CB TF:73.75 2. TOWN OF _ _ _ gip - = = = = - - = - - = = = = - - - W:78.16 -- _�INV:s9.7a SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FORM P do D REALTY, CO BY THE STATE OF APPROX. _ _ _ v s1.2o O CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1'= ,' LOG. OMH r , _ - _, - - - - ` _ - " - _ _ - _ _ _ _ AL PROJECT 1'2-89 SERIAL NO. 8 SHEET 1 OF 1. DATE OCTOBER 18 TF:NA \ - ��Ex,. ,,q - _ _ 1 INV.NA t \ ' $4 Yd-`j am AMANNOLIE ` TEL 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR. CONNECTICUT '� '2" APPRO . ♦ ESMH 74 _ -� ` QS TF:72.69 ` Z, = INV.SILTED I SCALE 1"-40' DATE JULY 27, 1971 SHEETS.1 & 2 OF 2 BY GRISWOLD do FUSS. a2 J \ ,LIMITS DF �°rED ' ' ' _ \, Ex Cs ' SLOPE RIGHTS /fm `sir MCIV TF:71.17 4, TOPOGRAPHIC. PLOT AND CONSERVATION PLAN TWIN MANUFACTURING, INC. CHAPEL ROAD, 1 + 63PAVEMENT \ `�EX SIT. �qy 28�_ ''���' I LS _ fU + SOUTH WINDSOR, CONN. 553-2693 SCALE 1"=40' DATE 7-30-84 REV. TO 9-17-84 I �Z X72.�9 "9,f7 - ,BY PALMBERRY dt RUSSO. � I >!o~ MAPLE =4. yy�_ c4ri, ' 1 /'`-- s y'` a T�z36•67 �K,\: Kati, / Y 5. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET / - -` -��, 10 MAPLE COMPANY , /23/O5. SOUTH W O S UL N ENGINEPROJE " 1174.09 SCALE 1"-40' DATE JUKE 7, 1P91 SHEET 1 OF 4 - ' > / J �� SIGN ` nVks2�o • 12 x 54 pad per Design Professionals drawing 4/5 dated 12 BY A/N CONSULTING ENGINEERS. ,\ � - ' � 1 X72.09 ' + X71.20 ` g rSSNET O / - _ \ \ SQ' F _ (j MACREEN , , ' - �j . '�>rL6 I • Saw cut, removal and disposal of pavement and excess fill. LEGEND MOMioRINc I I 0 �� ' PAVEMENT` - �- _ I , ` „ wFLL- / x71.72 � ` _ X72.31 +^ / APPROX\ • Install 8 sub base using new or existing process gravel from existing sub base _ I_ material. 10' RED ' LIMITS OIF � � \ r I ' 8R \ MAPLE \ / SLOPE 91GHT5 , EXISTING PROPERTY LINE ERICK / TF 72u ' I AREA FOR AREA FORWALK INy:71.73 / Q/ - - ' ' `� ' X66.r;8 68• , ' � �� " # 5 EXISTING MONUMENT 1 -X�B�'o �� 13 - 6 PARTING } J I O/ AREA F / 1 • Install an 8 thick concrete slab reinforced with 12 on center(both ways), ' i / rr SARKI�NO 1 �, SPACES ` \�'4c_ O/ / / X71.52 2 PARKI X71.$1 / _ ` 3 = 3- ,.3 IQ `Ov O SPA \Q + X66.14 rebar. • EXISTING IRON PIN , J 1" PVC ' 1°0' '0 4 � � l \' \ WHEEL [I) + r D P1RE SUMP ' O / AREA FOR STOP (TYP.) O� S4S. EXISTING UTILITY / "' TRW MP $ �04 / „ , _ • Install fence as shown using 9 gauge galvanized fencing and galvanized posts. ' fi p PARKING \ 'Iti• , I i ;I HYD. /'II �09p\/ry R SPACES \ POLE ,vt7v'S �• MAX TREE HEIGHT.,49' / li*o ,� 0` tp o "` a` EX ro .. O rr' �OtJU = _ I _ = EXISTING CATCH BASIN AND PIPE / / O� TF:sS.e4, 670 , ,' , Ex. BIT. + �a .�,1, 3 5$ X 71.32 • r , PAVEMENT , �� OJs I I � Q i' .. ♦, / os �� o•c: /3 �H w�r Ys I � � I , -�-- EXISTING SANITARY MANHOLE AND PIPE � � � / � 1 � I vi ,' ;N1i / \ / X66.43 - EXISTING WATER MAIN AND VALVE Q // / o x71.76 v r / - I /ry + aT� �"' EX. BIT. / PXVEMENT / 1 r EL - ----:• ` (�DJ"Po^ 0 / ' EXISTING WATER MAIN AND HYDRANT r / 94 MCNIIDPINCMALL ' CO / Ex a' CHAIN P �'9` / , -- - S - - EXISTING SANITARY LATERAL Q `O IINK FENCE ,.D �,oIL - W - - EXISTING WATER AT ' ! ,Y/ c� p�c / +�o' - r L ERAL J a e ' r ex WHEEL Sf 70 - - EXISTING CONTOUR N �/ EXISTING BUILDINGOlt ' g '� io ; i i 71.33 o� 8 \c S J o,LZ 4 \ 70 PROPOSED CONTOUR � � � \ Y/ �fiy � y o EXISTING TREELINE r , r +� x70.94 v` X66.20 r + / / I 1 // � PROPOSED TREELINE + ' �, -.quo, / P \� 6 / � I `- --- -- PROPOSED SILT FENCE � o L��'° \\\� g / / „ • \0 , . ' 6.0 , 1A X 71.12HA �� \ \ / \\/ ' I - EX L& / RE'/A/ OIPC E,U r4 EX SIT. C O"C 2 E'T"E 1=,4,D PAVEMENT MAX TREE HEIGHTGHT= EX YD t a•,CPP , IN11:66.06 - O / INV 6'CPy,�/(66.06 ' to 8TM:66.1 �' 'i � '��j✓� /� e'�f���y�"l� EX BIT. ' r 0.01 I • , ' + , / \ �. / / PAVEMENT ' S /t(/c ��✓E E� X \ � o� / / / 9gq moo♦ �' _C � g� Y EX. 6• CHAIN �lYp \ / h r dI I '4` F or? � / 1 V 1 ` ' - i NK FENCE \ ) pb Q0 o 2�l , f o 69. 65 114 IEX ` 170.23 UT1L.POLE - - \ ,� CATE 15.76 ' EX. a• CHAIN S'Z' !O♦ GATE le 1 ` REMAINS. \ - ' t- 0 �� LINK FENCE PROP. 6' CHA ' , 4i,406 \/�� - \ /r � +I�� ` _ ,' `K FENCE AP, CARA T CC ` "'�I r FF � + j • \ _ - - - X64.32 SILT FEN � 0'SO S8` \ >.6 3 5 7 c,. (TYP.) ' ` ` . ` EDGE OF It' FE ARKWGS ALONG `S� i + PAD 11 . , Ave Y64.92 ' F � ' AD !4 'GATE �Ss0, J1 . ` O JQ ' 4�0 /V/644 6N•4/N L //V,< �F F E/VC E (3) .5/DES GArC .I ` x63.17 ♦ ALLIED CONS'1PUC110N.tfQ t. l Z P.O.Box 973 MANCHESTER, CT 05045 Phone 643-5888 `1 OWNER: APPLICANT: P & D REALTY TWIN MANUFACTURING ` 2.73 :,HAPEL ROAD 273 CHAPEL ROAD SOUTH W ADSOR, CT 06074 SOUTH WINDSOR,-CT 06074 PH: 860-289-6041 PH: 860-789-6041 o i n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE REVISIONS INFORMATION. ALL PRIOR T UTILITIES SHOULD I THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-3`OOb-20 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 7F THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SUPVEYS AND MAPS IN � f _1 Tel. 860.291•8755 RESURVEY PREPARED FOR: SHEET --- THE STATE OF CONNECTICUT' AS ENDORSED 8Y THE CONNECnCUT ASSOCIATION OF LAND SURVEYORS. INC. GRAPHIC SCAL1 i P' Fox 860-291.8757 �( r 2. ALL UTILITICS ARE TO BE STAKED IN TF[ FIELD - __ AND CONFORMING TO HORIZONTAL ACLU ACY CLASS A-2 AND VERTICAL ACCURACY CL/.S^ T-2. '` U O�O�UIllAMC - ,� BY A LICENSED LAta JRVEYOR PRIOR TC' I 40 0 20 40 90 �(,r /C PlV F(�rJ, (/�A\il fUulilJl //i�1►•�1L'J l�� j V' r� T SIN M�NUI��CTING CONSTRUCTION. - 10 THE BEST OF MY KNOW.EDGE AND ['CLIER, THIS MAP IS SUBS ALLY CORRECT AS t:OTFD It'I'EOIJ. `fr� J i F+Z. 3. THIS PLAN IS INVALID UNLESS It BEARS THE � � 1'�T� ,�@� IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 GIVtI en tneers FJ� DES/GAI.'✓AU ORAWI/.'✓AU CHECKED.• KM/ �`�� ������ ®��� 4 OF THE PRO-ESSIONAL ENGINEER/SURVEYOR. NO. DATE 1 inch rs 40 ft. g planners surveyors DESCRIPTION BY RICHARD P. MARTEL LIC. No. landscape architects • gts • gps ✓08 AIII 222e DATE.• 12/2,.3/05 r „� ,, Y 165 South Satellite Rood, South Windsor, Cormecticut 06074 DRAWIVG !'J; 2228-4 SOOT � WIINDSO t CONNECTICUT rfrr((•1 r 'L.1i►t.�. .-ia LWL.= Jr•YY..�►IICxSR.i•IP"•---•�- . !4{ tJ�Tt S •• '• __ c....�-. --_----�-�atia,�rwrr.. _ _ _ .... n .. .ter. .....+r' ..,.. a .t+rs.Z'^ -�mJart t' 1 �•' - _.._.r _ _-_ ..�_. .0 R-��ti.' �ifM�'1iY++.,4-.lsr• _ - �(:i,R ;;�.; DEVELOPKILOT _ONE. 3. PROPERTY 15 IN FLOOD ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLAIN PER COMMUNITY PANEL NUMBER 090036 0009D. MAP RE4,,LD FEBRUARY 23, 2001. ' 4. AREA OF PROPERTY . 200,415 S.F. = 4.60 AC. I -�.r, - r•� PRO, IS NONcow u,`E iNG 10 THE: AREA REOUIREMEN I 1-OR THE 1-291 CORRIDOR DEVELOPMENT ZONE, CB 7. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CON 7.. 6. 50 BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. 1F`60-2 SNET OU CTED ►Nv:so.zo _ ,tralle CIL 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEMENT PER ® EH b�' Ex. 3p^ TF:72.93 NDSOR L�"D RECOP•DS "E 203 PAGE iB3 Or- THE SC'JTH SANITARY _ INv:59.46 A`, SCv,LR MAIN IN r LAT):64.03 hlAP REFFREI._ �' Q 51. _ 2� EX. CB PROPERTY MAP FOR C. do K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-18-84 TF:66.94 _ _ T Ex. 12" WATER MAIN _w_, _ _ SCALE 1`=40' SHEET 1 OF 1 BY FUSS do O NEILL, INC. INV.62 40� y` -w -I I �Nni 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND AC - - - - - - _ ' �-• l CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD OSICAD FORM do D REALTY, CO BY THE STATE OF iF:7e.t6 �� INV:59.75 PROJECT 1'2- DATE OCTOBER 1987 LOC. DMH \ r NV 51.20 O'+� 89 SERIAL N0. 8 SHEET 1 OF 1. TF:NA - - - - " Ex,- - - - - - - - INV:NA � \ I �A rr. 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR. CONNECTICUT �MANHoIE + + ESMH SCALE 1`t40' DATE JULY 27 197 SHEETS.1 dt 2 OF 2 BY GRISWOLD do I �, 2..o -74- ==z�_ ` O TF:72.69 ` \ /'APPRO . �� - \ INV.-SILTED I FUSS. I I I �IMITS OF 6 SLOPE RIGHTS Qa it SIGN ' _ EX. C9 4, TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING, INC. \ I TF:>t•,T ` , �` RC 28" ~r INV71.17 SOUTH WINbSOR, CON=. 563-2693 SCALE 1"=40' DATE MANUFACTURING, CHAPEL ROAD, X I 63PAVEMENT a .�4 '''�` ` �c��: Iv BY PALMBERRY dt RUS50. 4 REV, TO 9-17-84 � ' ��Z' � X72.�9 L�46g�7 - `�• _ � , � ( MAPLE t1236.a57 RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET / 3 SOUTH WINDSOR, CT. PROJEC 1174.09 SCALE 1'=40' DATE JUNE 7, 1991 SHEET 1 OF 4 y BY A/N CONSULTING ENGINEERS. �° ��-� 10 MAPLE COMPANY I SIGNr • 12' x 54' pad per Design Professionals drawing 4/5 dated 12/23/05. X72.09 � -6`3 1 5' GREEN �� NE� ; I X 71.20 O/ / _ _ _ 50 F-P+ MAPLE LEGEND /'' Ex ® , -72" " . _ _ _ h , / Saw cut, removal and disposal of pavement and excess fill. D MONITORING I \ , ' PAVEMENT EX. E ,�p`o� 1__� . WF'11 ' / , /, / PAVEME X71.72 �` x72.31 � -I- I ` \ • Install 8" sub base using new or existing process gravel from existing sub base /� / APPROXI / r ' ��' \ _ ��o- ,' ur RED`` LIMITS 4< I_ \ material. EXISTING PROPERTY LINE f EX x�D.33- / / \' MAPLE ��` SLOPE gIGHTs , � ' BRICK Ty 7235• / / � � I ' ' AREA FOR AREA FORWALK INY:71.71 - - - - _ _ , EXISTING MONUMENT fiA/.� 13 6 PAR<ING / 1 00/ O X66.69 '6g- , '05 » ► / / PARKING - ` . SPACES - O/ / AREA F �sD • Install an 8 thick concrete slab reinforced with 12 on center(both ways), # 5 1� / X 71.52 2 PARK1 O X 71.81 rebar. 3 SPACES. 1 u� o \,� [Q / I ' X66.14 EXISTING IRON PIN 1• PVC _ y / / PIPE / ,(� EXISTING UTILITY POLE ;!T Y s;'MP Hro• ?o,P/ry$ 4�°nR 0 "' AREA FOR STOP t+�'` ,I _ _ • Install fence as shown using 9 gauge galvanized fencing and galvanized posts. \ ' 0' SPAT C$ \ , / _ J. _ - - r Mt1N to ,/MAX TREE HEIGHT•i49' // h''+o � a \'os° + _ _ _ = EXISTING CATCH BASIN AND PIPE "` `"` J - - - EXISTING Q ; �/ f EX. BIT. sd � O I EX YD � ^ / PAVEMENT I '� 1 X71.32 / / O ' TF:65.84. J '� Jlov17 Oars ' / � 1 o ,, G SANITARY A4ANHOLE AND PIPE / / �; I / � �.s, �a„ - EXISTING WATER MAIN AND VALVE Q / o x71.76 ' v / X66.43 f / ' T EX BIT. I r t, rr f N II cY¢tQ/��° PA ENT EXISTING WATER MAIN AND HYDRANT `�� r 7'Pon x O.94 , It O r �D J '' // r MONK ING - r / / v �� / - - S - _ EXISTING SANITARY LATERAL ,A EX 6 FENCE ,o LINK FCNCE / .D / , w A C O EXISTING , �• �2o c�'S S STING WATER LATERAL � ' y - - - 70 - - EXISTING CONTOUR C% / 1 EX MMEEL 4r � , r r ,�• \b c / /) ', STOPS (TYP.) sE C �1e o 70 �0 r O / PROPOSED CONTOUR Q � r 71.33 ✓� �. g�' EXISTING BUILDING I 1 � O g• � ��022 ¢ � _ ti r , r r I X 70.94 cT ¢ o� EXISTING TREELINE +` r I I > � , i. PROPOSED TREELINE I�,Q;to<�, X66.20 '*s p oYo 90� \�•?o PROf'OSFD SILT F-ENCE . ' �, 1 o I ` 6p r 1A X71.12 ORT _ 7Rti Fo�eC cJ� EX. BIT. EIc PAVI MENT MAX TREE NEIGH T= 41' t' �"�9 `l� 6•IMP , �0- ) ' EX r IN 66 08 r r , - ✓� YD I Ir % / f ` / ' , I _ - \•� �'\ / / / BTIA 66.4 I ^/ ��0� / EX BIT. j CU X65.80 0.01 ' •�� , I 1Z !' PAVEMENTRid / C4rss.f2 Y EX. 6 CHAIN �,-I p� , , NK FENCE / 11\ •) „� Quo / N 70.23 65 \ `` UTIL�pLE - \ X69 7 EX ` ` 82 ` � 1/ \ REMAINS, `` ' 5.76 ' • t \ r �' �f' r EX. 8• CHAIN UNK FENCE PROP. 6' CHA / JDRgs � 3QFx4!!= - \KITGARA�PE _� LT FENCE ``. ��''43- 11 70.50 - - S' TYP ' IN-MOUND ri ARKINGS , ' ' ALONGrDGE OF PAD c � � `�` , '� mow. AD � xs 4.92 NNE ' i ASSO Q4 Zs ` , - (�o f!IH. CNA/iN 4 /n/K F-ANC (3) S/DES ¢ 'GATE `X63.17 r AL1ED P.O.Bo'4'lExt'C ON,Tfa 973 MANCHESTER, CT 06045 Phone 643.5883 i OWNER: APPLICANT: P & D REALTY TVA",N MANUFACTURING 2.73 �',HAPEL ROAD 273 CHAPEL ROAD I SOUTH W!ADSOR, CT 06074 SOUTH WIN DSOR,-CT 06074 PH: 860-289-6041 PH: 860-789-6041 o i n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY = LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS INFORMATION. ALL EXISTING UTILITIES SHOULD THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-3'OOb-20 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. I OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SUPVEYS AND MAPS IN - -- �T THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. Tel. 860.291.8755 SHEET 2. ALL UTILITIES ARE TO BE STAKED IN TFC FIELD _ ___ AND CONFORMING TO HORIZONTAL ACCU-ACY CLASS A-2 AND VERTICAL ACCURACY CLAS^ T-2. GRAPHIC SCALl y FaK 800-291.8757 RESURVEY PREPARED FOR: BY A LICENSED LAW, ;1RVEYOR PRIOR TC _ _ _ � � CONSTRUCTION. - O 20 ,� - f ov I DP( 1;`GAPH(r Pik �' 10 THE BEST OF MY KNOW.EDGE AND [CLIEr, THIS MAP IS SUBC' aLLY CORRECT AS NOTrD I!-PEON. ' T SIN M�NUF� CT RING 3. THIS PLAN IS INVALID UNLESS IT BEARS THE - . �J�' , so IMPRESSION SEAL AND ORIGINAL SIGNATURE ( � ��� r�h(,�`J OF THE PRO-ESSIONAL ENGINEER/SURVEY02. NO. DATE 12882 civil engineers planners • surveyors DES/GA:•✓AU DRAWJ/. JAU G)'IECKEO.• KM/ 99 ��jj,J�j DESCRIPTION 9Y RiCHARD P. MARTEL 1 inch = 40 ft. �U� �lt7.l���� �®�il� / LIC. No. landscape architects • gis . gps ✓OB NO.: 2220 DATE• 1212.3105 165 South Satellite Road, South Windsor, Connecticut 06074 r DRAWING '.�: 2228-4 Sc�ITF, WIINDSOPil, CONNECTICUT z.�:z , -. - -.._sr...-i, .- -. .. -�c�.tc._ .r++az..�aE•..rw•�•.w ,/cua.�.wn ..a.-..--. w-rv... _ - _ __ .. _^•.s- .a.:,u+t�t•='�-.:.. �rcw+�o�a�r.c. ..a:+tY i NOTES: 1 it - �_ ,._ �_ •_ - - �_ . :,C,i':Fk,i.;',�••, L'L'V_LLOi-MLIdT BONE. 3. PROPERTY IS IN FLOOD ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN R COMMUNITY PANEL NUMBER 09OD36 0009D. MAP RE�j;LD FEBRUARY 23. 2001. I 4. AREA OF PROPERTY 200.415 S.F. = 4.60 AC. PRO, IS N0N(10NI Ui1'Yi1JG 1u 1hL AREA REQUIREN1ErN, 1OR THE 1-291 CORRIDOR DEVELOPMENT ZONE. EX. CB SNET 1r µ66.50 03115 7. THEREc�v ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CONDUCTED 50.20 ® r EX. 30" �2.93 BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. 4 SANITARY INV;5946 -�Cy'-c MA, INV(6- LAT):64.03 ip N 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEKIENT PER "� F3 r ��--- ._ 203 PAGE 1•-_ 0 cr THE __J TH W1ND50R Lt"D RECOP•D5 ASAP REFFREI.. EX. CB y wER EX. 12" WATr=R MAIN „V,r�• M'UN � ESMH INV.62-40� % Lt _ TF:73.75 1. PROPERTY MAP FOR G. K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-10-84 do 11A p�'] SCALE 1'=40' SHEET 1 OF 1 c - - `- - - - _ - - - - _ a _ 15" R.0 P_ TF:78.16 L �OA BY FUSS dt O'NEILI, INC. - - - - - _ _ _ _ - - - - - _ _ _ _ _ � _ � � • ` - - - - - - - _ =Gj - - - - - - _  - - - - - - - - - - - - V51.20 APPrMX. r _ - - - - -E - = _ - - - - _ 2. TOWN OF SOUTH MANDSOR MAP SHOWING LAND ACQUIRED FORM P do D REALTY CO BY THE STATE OF OC OM" �, I- - - - a � •-- % .�y © - ESMH - CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1-= ^' DATE OCTOBER 1987 INV:NA . , ~ ' _' ar,, MANHOLE �_ ` O TF:72.69 �- -74- - -ti- INV.SILTED EX (21 PROJECT 112-89 SERIAL N0. 8 SHEET 1 OF 1. \ , `�2-' `� ;,2 c, `_ AP`'R��•>~, ti _ ` - EX. I LIMITS RI �` E[0 41T = \ (U INV67.20 I A2 , SLOPE RIGHTS Qa ` S1 - 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR, CONIECTICUT �(,� /J 1'7728" `` -yam= ;Is \ r` SCALE 1"=40' DATE DULY 27, 197I SHEETS 1 do 2 OF 2 BY GRISWOLD do FUSS. EX• BIT //�� R L43 � _ - _ + Q I ,b3PAVEMENT \ i� E>��9• Uh + 2 X72-- 9 10" MAPLE r`�23 47 ` ~��` = `1Y 4. TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING, INC. CHAPEL ROAD• B g•sy sl�o - - _ - - by E SOUTH WINDSOR, CONN. 563-2693 SCALE 1"=40' DATE 7-30-84 REV. TO 9-17-84 3 - ~ _ BY PALMBERRY do RUSSO. -� COMPANY �� -; - \ >�n_vk� • 1?' x 54' pad {per Design Prolcssicmalti drawing 4/5 dated 12/23/O5. SIGN �s270 5. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET I , - / �' ��\ _ - Zj SOUTH WINDSOR, CT. PROJEC - 1174.09 SCALE 1'=40' DATE JU1JE 7, 1P?1 SHEET 1 OF 4 ��I? I x 72.09 \ \� �6_3 $1_ s' GREEN - - ~ 6 ` • Saw cut, removal and disposal of pavement and excess fill. BY A/N CONSULTING ENGINEERS. X 71.20 Q - \ O F, MAPLE. ' "E47 1� 0 , -�2" _ _ - ^\ �, ,�o`'j 1 • Install 8" sub base using new or existing process graEx MT. vel from existing sub base EX (D I I //// ' /; PAVE►E x71.72 ` - x72.31 + { APPROXI material. 10" RED`` I LIMITS CIF '- LEGEND MONITORING � / , / - Wrl%,' , / �. _ 4tr ' MAPLE �'\ / SLOPE 91GHT5 , / EX ,�'�23A3'" 4/ / / / / ,� - �- - - - _ _ _ - ``` X66.58 _6�- , • Install an 8"thick concrete slab reinforced with 12 on center(both ways), # 5 WALK IN ':71.73 + EXISTING PROPERTY LINE I f,�/ 13 _ 6 PARKING -,/ uo�, 00 X7].81 / - AREA FOR AREA FOR ; / 1 1 / / AREA IF - _ rebar. PARKINO ` `` SPACES - - I � 'H� \ O/ / X7].52 2SPA WHEEL I / X66,14 I [7 EXISTING MONUMENT sPACE�- - I • 3 ' I- PVC - Jo o \' ` AREA FOR STOP (TYP.) o Install fence as shown using 9 gauge galvanized fencing and galvanized posts. ' co H - ' D PINE E� f SUMP $f'JOOr O / 4 PARKING \ +1� ' M - _ _ L - 'r mum 0 EXISTING IRON PIN y 'v Ya �9,MP HYD' ?O90 o \ / ' / °� S/ A'f', �RUA1P �' R < SPACES ' / EX YD �Ot70 G9 +i /MAX TREE HEIGHTa 4 ' h>. ,� o *O 0 '14� 9 "` / j QO \ TF:65.84. � EXISTING UTILITY POLE + 9 / *o ?a "� `� x7►.32 / J EX. BIT. + � ' + , / �Js✓ / / / I , / EXISTING CATCH BASIN AND PIPE PAVEMENT31! / \ X66.43 -- --0- - EXISTING SANITARY MANHOLE AND PIPE � I ++ 1/ l � / ^~► Pic / _T ry X 71.7G rt v r PAX. 81NT / / , r � ---•�.i / / ( k0.94 / / ' MONIIOP,NCWELL r , EXISTING WATER MAIN AND VALVE 2 I ' + / / Q � �\ 7h?J'�o/� / , � + / vEXISTING WATER MAIN AND .HYDRANT xa' CHAIN ,o +Q � �o•t ab \ \ ` J,• .. -_ -- - - I , n I/ t INK FFNC£ ;n �i °� A p C / 7 p N S f c ✓/D�' S - EXISTING SANITARY LATERAL �' I J / y °� ° lie / 1 \ / EX os (TYP.) J ' r = W = = EXISTING WATER LATERAL ° \\ a 4r , 70 EXISTING a ti ' , l q EXISTING BUILDING \ �/ 2 \ , E S G C�JNTOUR A- c 2 2 , q� + o Q �O , r + 71.33 c� SAS '1 y 70 PROPOSED CONTOUR 4-►o \/ + X70.94 d` f + I i M / P EXISTING TRE:ELINE , , , /b•�s <'. \ 7t / \ 6' ` PROPOSED TREELINEM/N TH/C,C o ' 6.0 \ �%A x71.12 `� , / EX. / HA ,/ G6- -,' RE/tiJF4�PC Ep -- PROPOSED SILT FENCE E J � 7 4 �` �r\� LIN N.EX. / / Con�CRETE P�4'D AVEMENT BIT. I '. 1 � EX. YD c INX:66 08 SA ev c, N � TV:63.S6 r Ul �M�'j✓f A /N lCw'' 1 MAX TREE HEIGHT= 41' / ��_ � I - Y, o �� / / / rNv(6'CP 6a.o6 /�/ , ,� r'\ •' h BTM:66.4 �� I_ I 1r� ✓ f \�.TO. PEX BIT.AVEMENTaN IT , 7 X65.80 / , ' •` Vj CHAIN EX CHAIN NK FENCE `` ` \A� Pb p Zry j - - - \ 7 .230 I , S 65 x69 �7 EX. ` ry 82 + CATE �'Aqo 5.76 r -EX 8 CHAIN 5� I 5A;rr \ ` • - - '� X ` UNK FENCE ` UTIL,POLE ` REMAINS. \\ I `� , 31�x4r1- \ -' 'Ii', PROP. 6' CHA % PRCOOEES•ED \ \ \UNK FENCESILT FENCE ` APi 4r FF�70.50 _ X64.32 IL \ - R 127 FLUSK _ G- _ IN-GROUND ALONG 7, EDGE OF , PAD ' I /F11, X64.92 , ct gsso 0 10 ' NC S 9 ' GATE + ..•-+--^•-..•.•__._..._.--.---�---•- •---.._.. -•jam IP ALMD CONSMC710M.PIC. ` X63.17 r P.O.Box 973 t ArNCHESTER, CT 06045 ! Phone 643-5883 OWNER: APPLICANT: P & D REALTY TW:N MANUFACTURING a 2.73 �,HAPEL ROAD 273 CHAPEL ROAD SOUTH W!'JDSOR, CT 0607•1 SOUTH WINDSOR,-CT 06074 ' PH: 860-289-6041 PH: 860-2'89-6041 o i n 1. UNLESS OTHERVASE NOTED, EXISTING UTILITY REMSIONS - RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 141S SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-3'OOb-20 Tel. 860.291•8755 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SUPVEYS AND MAPS IN FOX 860.291•8757 7OpO�U�Apnm� Mk El rn INFORMATION. ALL EXISTING UTILITIES SHOULD I THE STATE OF CONNECTICUT- AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALI '-'' r A D U �� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCU-ACY CLASS A-2 AND VERTICAL ACCURACY CLAS'; T-2. 40 0 20 40 � TWIN MANUF�CTURING4 2. ALL UTILITIES ARE TO BE STAKED IN Ti E FIELD - -- --- - BY A LICEN;ED LAI.' JRVEYOR PRIOR TC -- - - I-. `� 1tona its 9 CONSTRUCTION. - 10 THE BEST OF MY KNOW.EDGE AND I CL1Er, THIS MAP IS SUB_ ALLY CORRECT AS t:OTED I' I EON, O I f�(�� ������ ®��1T11 / DESIcA,.•✓AU DRAWL/. ✓AU CHECKED., KMl 6 j��yy -- - civil engineers • planners • surveyors ✓OB No.: 222�' DA7F 12�2,3�D5 � ��w I THIS PLAN IS INVALID UNLESS IT BEARS. THE IC. N 1 iIICh = 40 fi~ landscape architects • gis • gps 1IT+1�iL„ �ts1f�TTn CO IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LLC. No. 165 South Satellite Rood, South Windsor, Cor,necUcut 06074 : SCUM u v'NT ul� SORt OF THE PRO-ESSIONAL ENGINEER/SURVEY0�2. NO. DATE DESCR1PTlON BY DRAt�4NG •O: 2228-4 W h 'T LL E LEGEND - - - - EXISTING DESCRIPTION CONE MON. DISC/PUNCH .1BG - - - E _ y EX. 3p _ Euk - - EUX _ SNETC05089 W/L/GHT i? p X to N c p BORINGS SEOERMA/N IF,71.93 ux - �- o w O >N W m T T C W EU "cii LLQ U - - H f.IN 58.46 INV(S):63.03 d=1739''✓7'� BORING / TEST PIT LOCATION - sx R=1494.68' W a O o o H O LL NN � �C1 COMMUNICATION E,r 3 -• " Z = S ' L=469.55' N p\0 \0 C _ LC=S783814 E R `^ SEWER MAIN/TARY Oq0 3 7 Z a 467 62' _CHAPEL _ Q a ox OVERHEAD COMM. LINES (CABLE, TEE, ETC.) wv - - - - - - Wx - 3. Wx-�- - - w CB TF.72.68 - Gx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES - IF.-73 08 APPROX. /NV 58.68 Q OJ.V CONC. MON. X uMirs of CONTROL POINTS 15 RCP 1�SZ J x i Q N z SLOPE RIGHTS o t C _ PAGE 39) 560 O ono r/ L Q _ _ BENCHMARK L=65.1Lu 0' _ - o ROgO E��\ nC /� W J 72 SPEED SIGN �� cy L) 0 rn DOMESTIC WATER L=2 .42' �'a'-�. O a°° oPa qpF� ° = w t~i� } - Wx- - - Wx- APPROX. WATER MAIN \\ � `\\ +'� / SITE SNET /y/L/GyT CONC. MON DISC © ri �,Ow a z - - - wsx- - - Wsx- AP I \ F PROX. WATER SERVICE � �� � \\ _// / • �, � �rn 73 CLEANOUT- ` �- �e �/�, - �� wy� _ Q WATER VALVE BRICK x73.10 WALL FIRE HYDRANT F 71.28 4 LIGHTING -22" TREE INV52.70 - r•I POLE MOUNTED LIGHT N F � P TTANSFORME.R 256 CHAPEL ROAD, LLC 11!/l^�� x 72.6 x 72.6 0 x 72.56 �- D NATURAL GAS (VOL. 1960 PG. 90) � � HEDGE Z13 .671 v - - - Gx- - - Gx- APPROX. GAS MAIN h S�ONT yARD a' 5" DOGWOOD ��i� - Gsx - - - Gsx - APPROX. GAS SERVICE LINE �` LOCATION PLAN /� n I 5 age x 72.48 \� rr rr /1'V � -s o F 2 1 =1000 �� a % , sb mo POWER x72.28 SIGHT LIVE EA SEMEN =12 2"� x71.1 \� 2 o wg AREA:7,947E Eox ELECTRICAL LINES, OVERHEAD 72.28x YD S.F. �0 6 �a x - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND TF.•72.35(4"CPP) (VOL. 2781 PG 61) APPRox. �, "�EU IN 71.85 _ w �� L/Y/IS OF `� UTILITY POLE 72 \ SLOPE RIGHTS (SEE VOL. 530 \ 60 $w > PROPERTY ' - x72.22 x68.6 rn a v r SNET 509 x 71.95 PAGE 39) l c E YD PROPERTY LINE I"Puc71.90(4 _ o = s" % IF:72.41 \ . 0 F F x 71.34 /NV. 'CPP \\ / N s 5 o DRAIN PIPE J x ) \ $ �v b c v v FROM SUMP b CA rn r F 8 a r g 5 t EASEMENT LINE / 7gNo 3,. �0 x70.7s IRON PIPE Two 2 J / x I , 1 72 CONC. WALK 0 7��h Fp 9 f'F IF'.'72.39 YD x 71.73 \V BIT A9�F2iF •�. 0 IRON ROD 0 INV.•71.73(4'CPP) � 'VT ��+ � El MONUMENT 1 9� �a ti 9R 69. / b.0 -� � ROADS do N��7 �o'sx \ l L co O n DOWNSPOUT o ��9- MAIN ENTRANCE SIGNS cypoq� o 'j i F.•66.62 DUH / O = F_ x71.73 �° yti DCP SIGN INV 64.27(12" CPP) LL co GUARD RAIL Fq / U +_ co N -� OR �- SIGN �� BRICK Q 0 � Q - L �' WALL Q 4" TREE � cO O DOWNSPOUT F oho V / a co O � w U SITE FEATURES •• EDGE OF WATER 4� ,x �GF 2.0' YD ° x7as i (/,�� a U _x_x x x- BARBED WIRE FENCE �� ^ a��� �N�UT p s' INV72.08(4"CPPJ tiIF-72.57 � B�TAq`F�Fx77.34 N CHAIN LINK FENCE R x RAIL FENCE 0 o�p 7z48 + N - - STOCKADE FENCE , r 000 71 �1 x Z Q 04 m _ WIRE FENCE w W p v 3 g w x 70.64 u N o M o l o cn w J STONE WALL ry \ \ Q4o o� qoc x70.72 �n v¢ v G // a C,4 Q m W _ v�v NOTES 10 OR TREE o�oo \ $��i Q- �cb 1. PROPERTY IS /N THE 1-291 CORRIDOR DEVELOPMENT ZONE. TREE LINE N/F c,Qe F o '?��- a�1 2. PARCEL CONTAINS 200,525 SQUARE FEET OR 4.6034 ACRES. THIS PARCEL SCANNELL PROPERTIES #418 LLC / F / p� SCANNELL PROPERTIES 417 LLC \ Doti ^) IS NON-CONFORMING TO CURRENT ZONING REGULATIONS WITH RESPECT TO # HC PARK S/GN g Ao� �� LOT AREA. SANITARY SEWER x71.27 a cv �' (VOL. 2746 PG. 234) 0 El UP / o\ / Q O' 3. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DA TUM /S BASED ON APPROX. SANITARY SEWER MAIN / �,� ° - sx - sx SUBJECT AREA EXISTING BUILDING h oo �p Q��� Q NGVO88. V, 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE- - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE � (SEE MAP REF.#3) �F• � x7o.3o " c� QQ-Q. ^ � V SHED \ / o / Q N AS DEPICTED ON- 'FIRM FLOOD INSURANCE RATE MAP NUMBER H Os SANITARY SEWER MANHOLE RIGHT TO DRAIN IN 6 �✓v� V 0900JC0386F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY V FA VOR OF TWIN �� \ / N S9 j / ����` PANEL 386 OF 675 COMMUNITY NUMBER 090036 EFFECT/VL DA TE Q LU STORM SEWER MANUFACTURING ° \ / Q SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL V Q Z TWIN MANUFACTURING COMPANY Y' h??RCX. STORM DRAIN PIPE COMPANY 2/NCH" \ / (VOL. 2534 PG. 259) �O�OP 5 THERE ARE NOINSURANCE MREGULATED INLAND WETLANDS ON THE PROPERTY. SITE a Z O OD STORM DRAIN MANHOLE (VOL. 2789 PG. 67) �7 \ X: / INVESTIGATION CONDUCTED BY JOHN IANN/, HIGHLAND SOILS, LLC. ON AUG. Q J U / 26, 2005. ® CURB INLET �° CLEANOUT C 6. PROPERTY SUBJECT TO ENVIRONMENTAL LAND USE RESTRICTION. a a °' 7. PROPERTY MA Y BE SUBJECT TO A POLE LINE EASEMENT PER VOLUME 203 _ 0 �❑ CATCH BASIN �x70. o�9i�V\ • PAGE 183 OF THE SOUTH WINDSOR LAND RECORDS. TOPOGRAPHY 785, �F0 N� 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED U Q 0.5' $k+ / AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD O M Z - - - - -95- - - - - CONTOUR / rn 6, C N 69 MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR I� c / `9 .7 CO NC. / DRAINAGE EASEMENT GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER N = X 61.95 SPOT ELEVATION WALK ti S2419'18"W SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN h IN FA VOR OF TWIN H m rn �"� 509.97' NA TORE. ADD/TIONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE S/TE, WETLANDS ° •�,, cA x7os4 >> B�j. i MANUFACTURING � r•-' / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC ® WETLANDS LINE o / rn c�4'B / �REA:2,021t S.F. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEA TUBES MUST BE Z VOL. 2789 PG. 81) FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR �° x ss.3 ooQ OVERHANG / TO CONSTRUCT/ON. �, ,/ xss.3 CLEANOUT o\� 0 1/ 9. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND FE x ss.3 QP / �� / UTIL/TY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF 12" CPP �\ x 70.s2 8 ��• ^0 RIP-RAP CONSTRUCTION.- 1-800-922-4455 OR WWW.CSYD.COM. INV.•59.31 \ �6S \ \ \ 69` �7T 0 6' N Sly O\ O l + C J� m M IF.65.0 1.7' �0� �� NSyJp�/T 38 0 72"c� EX. CB v. IN 60.50 °Q xss3 \ 6j 8� zs', x� 1� 0' IF.-63.61 ' 66\ � � x70.17 >> 0.7 ejrA9GF ors ao Q� ' INV-61.00(15" CPP NW) N /� E'Sr � \ � yFVj 70.40 /NV 61.07(12" CPP E) o " x 61.7 \ \� _ \ 70 r x 69.92 / INV.•61.00(18" CPP SW) x70.27 �Cti9i N x 65.1 + \ 6S. \ \ /" x 70.06 > CONC. MOH. X HIT-] 6\ \ \ \ ss s2 x C9T� ° sssx YD Q V) N \62 RIP \ \\ \ \ \ \ 69\ Q IF'64.87 z y +� \ \ \ DOWNSPOUT ib /NV. 62.62(12" CPP NE) _x 61.6 �� \ 6s \ er7 x 70.48 / MAP REFERENCES: 0 J x 64.91 \ 6 \ \ \ %' o SHED 6 \62 \ \ \ \ \ 9LF2,FNT / INV.•61.92(8 CPP E) 1. RESURVEY PREPARED FOR.- TWIN MANUFACTURING, LLC 273 CHAPEL ROAD 6� 2 IN 62.47(8" CPP NW) ° SOUTH WINDSOR, CONNECTICUT RECORD AS-BUILT DATED:1-02-07 REV/SED Q 6\ 10" FE \ ` \ \ 6 o.ss o ° TO 06105115 SCALE 1 INCH = 40 FEET BY DESIGN PROFESSIONALS, INC. W M INV.•67.84 \ \ 9 EXISTING -DOWNSPOUT \ x s1 7 \\ \\ BUILDING 2. AL TA/NSPS LAND TITLE SURVEY SCANNELL PROPERTIES 017, LLC RIP-RAP + \ \ x ss.04 FF'70.74 �29 SCANNELL PROPERTIES #418, LLC 360 ELLINGTON ROAD SOUTH WINOSOR, row.7o.58 CT DATE.• 5117119 PREPARED FOR- SCANNELL PROPERTIES, LLC REVISED TO 2/3/2020 SCALE I"=100' BY DESIGN PROFESSIONALS, INC. rn x64.22 \ o� J. EASEMENT MAP, EXHIBIT C OF THE DECLARATION OF ENVIRONMENTAL LAND USE RESTRICTION AND GRANT OF EASEMENT SHEET V-1 DATE.• 4114117 REVISIONS 11116117 PREPARED FOR TWIN MANUFACTURING COMPANY 273 0 68 G� 65 3 x oho CHAPEL ROAD SOUTH WINDSOR, CONNECTICUT / / i \ x677 �-DOWNSPOUT N/F uj ~ 3g x 64.11 / \ �s� / rn� N6s� . B' + �� � MAR REALTY, LLC > N F \`3 !y �\ / (VOL. 1343 PG. 289) SCANNELL PROPERTIES #418 LLC , 8„ o SCANNELL PROPERTIES #417 LLC \ \ \ s��ah �P �°6 z J (VOL. 2746 PG. 234) \ \ \ x 6729 CONC. PAD � Q \ x 64.79 \ SURVEY NOTES.• � O o �F\��n 1+ THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Z Z v h. CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE \ \ \`s Yq�o \66 ��2 0 'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE W 0 W a STATE OF CONNECT/CUT"AS ADOPTED BY THE CON/NECTICUT ASSOCIATION OF LAND cl) N i. \ SURVEYORS, INC ON AUGUST 29, 2019. W i \ s¢8x + / • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD AND IS Q ' 6¢ e59 / INTENDED TO DEPICT THE LOCA TION OF IMPROVED CONDI TIONS RELA TI VE TO r Q PROPERTY LINES. 0 � Ow a • THIS IS A RESURVEY BASED ON MAP REFERENCE#1. a J p 3 CONC. MON. X «+Rrllw sa osTf C�hJ�l� • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY ; b + ��� 'Q -•.L' MEETS CLASS V-2 STANDARDS TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 -1 00 N ++O�Q 1��Q. C�q .pG STANDARDS. � •° c\j ������ 00 N TO MY KNOWLEDGE AND BELIEF, THIS MAP /S SUBS TANTIALL Y CORRECT AS NOTED SHEET ;`9.•N���S�iiO HEREON. ti ••...... -� V�l U R�y, 16766 IT sxRrM BARPvr CLA)KE L.S. LIC. NO.. NOTES: W 1. ALL MONUMENTATION FOUN D OR SET FOR THE PROPERTY IS DEPICTED HEREON. 2. PROPERTY IS IN 1-291 CD ZONE - 1-291 CORRIDOR DEVELOPMENT ZONE. W o Uj 3. PROPERTY IS IN FLOO D ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN V m z PER COMMUNITY PANEL NUMBER 090036 0009D. MAP REVISED FEBRUARY 23, 2001. z w 4. AREA OF PROPERTY = 200,415 S.F. = 4.60 AC. 5. PROPERTY IS PRESENTLY OWNED BY P & D REALTY, CO. 6. THIS PROPERTY IS NONCONFORMING TO THE AREA REQUIREMENT FOR THE 1-291 CORRIDOR DEVELOPMENT ZONE. EX. CB SNET 'L 7. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CONDUCTED TF:INV:50.2 #3118 0.20 _ -. - ESMH BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. ® -- ---�- -- -- EX. 30" I TF:72.93 Cb/ - - --- SANITARY INV:59.46 --- ------. I 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEMENT PER VOLUME 203 PAGE 183 OF THE SOUTH /� -SEWER MAIN INV(6" LAT):64.03 WINDSOR LAND RECORDS. _ Ex•,36" MAP REFERENCES: SANlT __ EX. CB EX. 12" WATER MAIN SEWeR MAIN _ 1. PLOT PLAN PREPARED FOR: TWIN MANUFACTURING 273 CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT TF:66 94 �- -W- �- -W - _ _ _ ESMH INV.62.40� ��_� ` ft� - TF: 75 SHEET 3 OF 5 DATE: 12/23/05 REVISED: 4/14/06 SCALE 1 INCH = 40 FT. BY DESIGN PROFESSIONALS, INC. �, Ex. CB CHAPEL - __Q NV:59.75 _ TF:78.,6 SAD INV:51 20 LOC. DMH M_,ti - -APPROX. _ `• EX __ TF;NA � I "••� Yb. O TEL. _ _-_-- •• MANHOLE \ ESMH NV:NA \ _� ^� `= -7�- - --: = _ �� O INV?SILTED I EX. CB sj c'.96 \ IMPRS OF SPEED Lr \ ` TF:71.17 I 72 .,�81y• Mlr S7 _ \ INV'.67.20 SLOPE PIGHTS Q��77`1�` G ` I EX. BIT. _ � _ \\ I PAVEMENT z \ L_46g 47 ) X,72. 9 10" MAPLE T_236.67 119 ".•.� - - \� v� /r I D COMPANY �\ 1 I - /ry�.s 32 / m ~~ _ \� 10" MAPLE SIGN us "`�� 5" GREEN F. r S MAPLE / I 5147� E - - � _ /v ' \ MON � I � '� - EX. BIT. �G / 1( EX. ' \ J APPROXI �� - /r PAVEMENT 71,72 'I ��� I LIMITS qF MONITORING t `7 vJL 1O// /' / / _ _ ��C ' MAPLE D �� SLOPE ♦}IGHTS _ _ SNET -` EX. X DRAIN /I / - �_ - - - _ i ` 1 b6.6� �68 #5010 ..... r BRICK TF 72.33 / WALK IN :71.73 Q O/ - \\ IV - % 1 +�9 AREA FOR' ' AREA FOR AREA FOR r2s23. \ , / 13 6 PARKING - IVOSO 0/ / / 2 PARK, O / I I r PARKING SPACES d 03 gpFO ' Q / / SPAC EX. WHEEL ' ' 1' PVC c., 3,g S' 40 qR / r I r - r SPACES _ 0' >p, AREA FOR STOP (TYP.) . I tl - - - - _ - DRAIN PIPE , Sp• 1 FROM SUMP ~e pF;3�' / 4 PARKING - (7 ! co -1 -, } ' EX. SUMa ro0 00 u�73,3p �q SPACES Q� / co r/ HYD. 30�SgO N R O=O� 1* 4�SC4 0 Ex. -CAP / �0 , Q� EX. Y. TF:65.84 o' 6 Rq sl � / I�O O / 0' pr 1 C_/ q. ' � ��=o0 30,3s, X71,32EX. BIT. PAVEMENT t` O pas X66.4,31 EX. BIT. / I EX. I I l 2c' �o (l�p�gRp PAVEMENT / / / MONITORING LEGEND 1 I r I EX. 6' CHAIN 1= O O Oo 1 �D i LINK FENCE , 2� O 00 pq�C EXISTING PROPERTY LINE o\ o' EX. WHEEL Q�" o0 739 C STOPS (TYP.) r O >0, pONC , t 1 I1 I I 89.36• El MONUMENT 0 EXISTING IRON PINOj oO� e EXISTING BUILDING 2 o o sE s 0I` o / \ / 33 r o \ F EXISTING UTILITY POLE ' �o o CO-) / � r I X.70,94 EXISTING CATCH BASIN AND PIPE I �oMF PANc./ \ 1 PAD \ �g o'SHE 743 \ C8�. ...... -- - EXISTING SANITARY MANHOLE AND PIPE ` a�I^^ zp, - - q0 C�Mp I ` \ GATE - EXISTING WATER MAIN AND VALVE , 7j.j� Rr Z EX. 6` CHAIN 1 0\ p LINK FENCE EXISTING WATER MAIN AND HYDRANT r EX. BIT. 6 O Q. � II 6" ICPP ' /S,Ft ` \ PAVEMENT Q40i p o ;EX. YD ' �INV.66.08 / -- -- EXISTING SANITARY LATERAL �5 r ' _ / QQ. O / NV6(S56P 68.06 i r r ..`: \` EX. CHAIN O Z BTM:66. / /� / I RIP-RAP \ FENCE EX. BIT. , - - W - - EXISTING WATER LATERAL / r Y � `, LINK--- � o\ � / / SWALE 7?0 00 PAVEMENT o EXISTING MONITORING WELL / ' _ _ - -- - EXISTING CONTOUR ryp p N EXISTING TREELINE _ _ ° 0,23 Qom; �,.; r 1.�5 EXISTING SPOT GRADE �, 1 ` • cs \ EX. c��' EX. � AE U/G ELEC. EXISTING UNDERGROUND ELECTRIC SERVICE -66 \\ G Q l I I EX. 8' CHAIN U/G GAS EXISTING UNDERGROUND GAS SERVICE \L-S LINK FENCE UlR_ POLE \ T l / REMAIRtS. \ `I l X6`�,51 MO 4@,Sp, j \=J/ ' EXISTING BIT.DRIVE O' EXISTING BUILDING FR 70.74 -- \ TOW:70.58 /V/F ` � �',EXISTING CONCRETE q NORM \ HEWCOPTER PAD4. i qR Spc /q�S / / / ICnI 6000, rr r If SURVEY NOTES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 tl� OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE U OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. ♦ TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD - AND IS INTENDED TO DEPICT THE LOCATION OF Q Z007 IMPROVEMENTS RELATIVE TO PROPERTY LINES. South Windsor ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. BUILDING DEPARTMENT ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. Tel. 860.291• 8755 RESURVEY PREPARED FOR: SHEET o li o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860.291 •8757MCM n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE �� � � T WIN MANUFACTURING, LLC m INFORMATION. ALL EXISTING UTILITIES SHOULD 40 0 20 40 BO ��J BE FIELD VERIFIED PRIOR TO CONSTRUCTION. j� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD anals 273 CHAPIEL ROAD BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET ) DESIGN: DRAWN MHA CHECKED: LRG CONSTRUCTION. civil engineers planners surveyors /•��7 2-6-07 PER TOWN COMMENTS MHA '\� 12327 1 inch = 40 ft landscape architects • gis • gpS ✓�B N�: 2228 DATE' 1-02-V/ - r� �T 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 "®U!L'�j WU1�DS®Ry C®1�71�7�iCTR�lV 1i IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIPTION BY LAWRENCE R. GEISSLER, JR. LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: jobs-suave 2228 2228base ab.d OF THE PROFESSIONAL ENGINEER/SURVEYOR. N�. DATE whvH• u. E > %0K 0 y Fx,- 0 v %0 c O 2 rQ NN m } Lum - coeo c uN W d&N N w fa METES AND BOUNDS DESCRIPTION FOR 273 CHAPEL ROAD: 1. Q Ln 0 01010 ° N Q eo °o BEGINNING AT A CONCRETE MONUMENT ON THE SOUTHERLY RIGHT OF WA Y LINE OF CHAPEL ROAD AND AT THE Ro z LU NORTHEASTERL Y PROPERTY CORNER OF LAND NOW OR FORMERL Y ANDRE. L. CHARBONNEAU & ASSOC/A TES,• AD CHAPEL 3 z a 2 z W THENCE IN AN EASTERL Y DIRECTION ALONG THE SOU THERL Y RIGHT OF WA Y LINE OF CHAPEL ROAD ON A CURVE TO a v THE RIGHT HA VING A DEL TA OF 175728" A RADIUS OF 1497.88 FEET AND AN ARC LENGTH OF 469.47' TO A 0 N CONCRETE MONUMENT AT THE NORTHWESTERLY CORNER OF LAND NOW OR FORMERLY ANDRE L. CHARBONNEAU & ° , L y w Nz ASSOCIA TES _� �� � OC Q o vs° E � W J LEGEND m z, THENCE S24'19 08"W ALONG THE WESTERLY PROPERTY LINE OF LAND NOW OR FORMERL Y ANDRE L. CHARBONNEAU & ASSOCIA TES, 509.95 FEET TO A CONCRETE MONUMENT- 4°° SITE c z�- EXISTING DESCRIPTION Q v J THENCE N65 40 52"W ALONG THE NORTHERL Y PROPERTY LINE OF LAND NOW OR FORMERL Y ANDRE L. CHARSONNEAU & ■tn COMMUNICATION ASSOCIATES, 390.96 FEET TO A CONCRETE MONUMENT � � y a a Cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) EX OR H n?66.50 SNET THENCE N15'16 28'E ALONG THE EASTERL Y PROPERTY LINE OF LAND NOW OR FORMERL Y ANDRE L. CHARBONNEAU & 0 - - - Cx- - - Cx- UNDERGROUND COMMUNICATION LINES INV.-50.20 #3778 ESMH ASSOCIATES, 407.50 FEET TO THE POINT AND PLACE OF BEGINNING. j DOMESTIC WATER ® s,lIARY lvuss46 4 i o - wx- - - wx- WATER MAIN ,�O -SEWI-R MAI/V INV(s"LAT):64.03 a q 'x O - - - - - wsx - - - wsx - WATER SERVICEMai EX. 3 EX. CB \\ - wx- L- --EX 12" WA TER MAIN 'Q- W. - W. - w SEAR MAIN/TARP © WATER VALVE _ TF s6.94_ -- -- _ - lNV 62.40ap FIRE HYDRANT ESMH �, I TF.•73.75 .- - _ TF- CB - - - - _ 75=RC . J - INV5975 LOCATION PLAN >� L ° � o o $ LIGHTING APPROX ` - -- - - - _ _ - - _ - INVSL2o l LQm POLE MOUNTED LIGHT IF.- cJADMH Mo EX -1000 INV.NA H ESMH o S INVSI�TED NATURAL GAS I ° L Gx- Gx- GAS MAIN \ � �\ /T SjG TF.-71.B77 ,� ' c Ix_ m �_ N ' INV67.20 5g8 - - - Gsx - - - Gsx - GAS SERVICE LINE \\ I a ew" m► I o POWER I MAPLE APPROX. 4=175728LIMIT n OF R-1497.88' (EESVOL. 560 L-469.47 S3 r o ? 6 v p y EC, ELECTRICAL LINES, OVERHEAD �� � � Q SLOPE 9 - I m - ` FXC =y c� r5 'oc ELECTRICAL LINES, UNDERGROUND \ r - -°- EUx - - - EUx - v� SIGN , I \ S?)p �,- EX. BIT. PAGE 39) COMPANY LC=S78'58'32'E N�'3� = ' b p s w �- PAVEMENT � �+- 10"MAPLE � � a� � a 467.55 \ CDD UTILITY POLE / 5" GREEN / o PROPERTY S O MAPLE / \ \ O ET PROPERTY LINE #514Z Ex. DRAIN 0/ 0 - - I EX. BIT. LAWN ( MON � (C O EASEMENT LINE EX. SN- TF-7239 PAVEMENT I APPROX \� '� +�-+ Q F- MONITORING l IN 71.73 Q U >`� Q IRON PIPE WELL l 5090 10"RED i LIMITS OF �\ O O MAPLE LOPE RIGHTS \ LL EX. CONC. / STV T p f0 N WAL E VOL. 530 LL 0 IRON ROD / �� D O / LAWN � P 3s) #sot _ � � � E � Q �9 O AREA FOR ?S? Q o Q V -�Q 0 MONUMENT '�Oso 2 PARKING O / ` Lu .c V I I"PVc o3 qpF SPACES ROADS I DRAIN PIPE d Sp' 4p>o y�;F EX. WHEEL C M I FROM SUMP EX II Fx p'so p' Q O AREA FOR STOP (TYP.) GUARD RAIL I / I ?,SUpo 1�OF�OpOp �h'�3o `O 4PACEsc MON N j -� OR -o-� SIGN I / a(v qEX O / 1,I RO s V �P��Oh Rasp 9pFO q�F SIGN -CAP EX. YD Q SITE FEATURES I c� p a op 03 q OO;' rF ss64 (n EX. BIT. gyp, cv0 gSS I / t� •• EDGE OF WATER ANDRE L. CHARBONNEAU&ASSOCIATES ^ PAVEMENT o I o p } r m VOLUME 570 PAGE 147 / y s / N m m u In v 3 h -x x x x- BARBED WIRE FENCE I / '02 0 qoc G N � Z Z c7 CHAIN LINK FENCE I I / r 6oLLARD EX. BIT. I I / N �G' ,y0 (T-� PA VEMENT 1 MONITORING RAIL FENCE I VOQQO ^a L-XIS77NG BUILDING WELL - ° - STOCKADE FENCE I I o� f N2478351Fs6s� o o°o oo� oo WIRE FENCE I I I 46.32' ?S, ELUR STONE WALL I I 1 677g- F SUB✓ECT AREA A 0�� �Q•0� Oct EX. WHEEL STOPS (TYP. Q TREE I 1 I 89. D.fl APPROXIMATE CENTER Q OO OO ��B�p. AOA� = V 36' 0 OF PROPERTY qO NOTES TREE LINE i I I I o° o� OLar. 414838.51 N o� 1. PROPERTY IS IN THE I-291 CORRIDOR DEVELOPMENT ZONE. � V I I f �O OO A0 LONG. 72363532"W o00 / 2 PARCEL CONTAINS 200,415 SQUARE FEET OR 4.60 ACRES THIS PARCEL lS r) W SANITARY SEWER EX 6' CHAIN R \� S24 78 J5'W \� OO eo / NON-CONFORMING TO CURRENT ZONING REGULATIONS WITH RESPECT TO V Q Z I I LINK FENCE 46.63' (TOTAL) , ► 2 LOT AREA. Z Q Z - - - sx- - - sx- SANITARY SEWER MAIN I I ! ss J.e9 / HORIZONTAL DATUM IS BASED ON NAD27. VER77CAL DATUM IS BASED ON Q O - - - ssx - - - ssx - SANITARY SEWER SERVICE LINE I I I / �co J NGVD29. Q J V I �02, P.K. NAIL PA 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONEIML W I I ° CONC. ,o'StiFo ,g IN WALL AS DEPICTED ON: FIRM FLOOD INSURANCE RATE MAP NUMBER CL & Os SANITARY SEWER MANHOLE I PAD ?moo N/F / =) 0 Q O 7WN MANUFACTURING COMPANY 0900JCOJ86F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY rFy�p C VOLUME 2534 PAGE 259 PANEL 386 OF 675 COMMUNITY NUMBER 090036 EFFECTIVE DA TE.- STORM SEWER � > > , Ex. GATE � cq�,P oo Z U � - STORM DRAIN PIPE /Ex. IN SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL Z --- -- --- --- - -- -- -- --- I o o X ENCI INSURANCE ADMINISTRATION.TION. M - OO STORM DRAIN MANHOLE "' � 5. THIS PROPERTY IS NONCONFORMING TO THE AREA REOUIREMENT FOR THE I / / ° y `0 \ N652 4 f2 W o0� Nth ° ° �p 1-291 CORRIDOR DEVELOPMENT ZONE. V N = N ® CURB INLET I I RIP-RA :t EX. eir. �o 0 0� 16"cPP 6. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE PAVEMENT p•0 O ° IN 66.08 'Y^ �; ❑� CATCH BASIN / I / sWALE �_ `� Q� o o� EX. Yo �.v INVESTIGATION CONDUCTED BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG.2005. O 00 0� INV(6"CP )6s.0s /r� / 7. PROPERTY MA Y BE SUBJECT TO A POLE LINE EASEMENT PER VOLUME 203 -� N TOPOGRAPHY / I \� I 5.' Ex. CHAIN LINK FENCE o� �� erM:ss.4 ��o ° PAGE 183 OF THE SOUTH WINDSOR LAND RECORDS. �5_ Y m - - - - -95- - - - - CONTOUR , O� �� EX. BtT ,� 0 8. THERE ARE NO BOUNDARY LINE DISCREPANCIES RELATIVE TO THE X 61.95 SPOT ELEVATION / I EX. BOLLARD 2�3p, oo J PAVEMENT o,� e y� / LOCA TION OF THE PROPOSED 'SLUR" 'm / LAWN (n'P) ( o� °� �� � ° 9. THREE IS NO EVIDENCE IN THE FIELD OF UNRECORDED EASEMENTS ON THE N N4258'02'£ \ o� o° o� h� �� SITE. J l / / LAWN 192.49' ool �0' �r� p / 10. THERE IS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION TIE LINE TO BOUNDARY ��� pgOc e Qe° e0 AND/OR REPAIRS V/S/BLE AT THE S/TE. m �� °\O . 17. THERE /S NO EVIDENCE OR RECENT EARTHWORK A T THE St FE. m 12. UNDERGROUND U77LIFY, STRUCTURE AND FACILITY LOCATIONS DEPICTED o ti° AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MON EX. GATE ° ° / MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR \ \ GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER EX. GA �- EX 8' CHAIN LINK FENCE SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN Um. POL\ NA TURF. ADDI TIONALL Y, 0 THER SUCH FEA TURFS MA Y EXIST ON THE SITE, REMAINS E \ \o ° ° THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. \ �o 'esp. , THE SIZE, LOCH TION AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE z0 EXIS77NG Bir. \ �,o' EXIS77NG FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR -d DRIVE BUILDING / TO CONSTRUCT/ON. F FF.70.74 - 13. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND Z w w w UTILITY SERVICE. \ \ ros 7o.5s ^o / UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF O Z 1. METROPOLITAN DISTRICT - THE SERVICE PIPE FROM THE CURB STOP ?o S o CONS7RUCTION: 1-800-922-4455 OR WWW.CBYD.COM. - O o - ° (n u v 0 (TYPICALL Y NEAR THE STREET RIGHT OF WA Y LINE TO THE BUILDING IS THE - r / RESPONSIBILITY OF THE LAND OWNER, THE METROPOLITAN DISTRICT IS \ 27 9, z z D W W Lu RESPONSIBLE FOR THE SERVICE LINE FROM THE WATER MAIN TO THE CURB _� 3 \ LAWN / v u w a STOP. CONTACT METROPOLITAN DISTR/CT, 860-278-7850, 555 MAIN 60 9oy o STREET HARTFORD, CT 06142. (UNDERGROUND) \ NsSAp. 6• \ ° o 2. THE SANITARY SEWER LATERAL IS THE RESPONSIBILITY OF THE LAND OWNER FOR THE BUILDING TO THE SANITARY SEWER MAIN IN THE STREET - ��' EXrsn/Jc CONCRETE CONTACT METROPOLITAN DISTR/CT, 860-278-7850, 555 MAIN STREET PADGOPTER HARTFORD, CT 06142. (UNDERGROUND) / MAP REFERENCES. J. EVERSOURCE ENERGY - THE GAS SERVICE LA TERAL IS OWNED AND ° 1. RESURVEY PREPARED FOR: TWIN MANUFACTURING, LLC 273 CHAPEL ROAD 2 MAINTAINED BY EVERSOURCE ENERGY - CONTACT BRET FACTORA AT \203-596-3071. SOUTH WINDSOR, CONNEC77CUT RECORD AS-BUILT DATED:1-02-07 REVISED �° 4. EVERSOURCE - THE CABLES ARE OWNED AND MAINTAINED BY EVERSOURCE N11F _ TO 06105115 SCALE I INCH = 40 FEET BY DESIGN PROFESSIONALS, INC. - CONTACT EVERSOURCE AT 1-800-783-6617, 107 SELDON STREET ANDRE L. CHARBONNEAU&ASSOCIATES ° FW- N BERLIN, CT 06037. VOLUME 570 PAGE 147 / 0 5 THE STORM DRAINAGE SYSTEM IS THE RESPONSIBILITY OF THE LAND 0 - METES AND BOUNDS DESCRIPTION OF ELUR.• ° $ OWNER, PER THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT. ~ CONTACT IEFFREY DOOLITTLE 860-644-2511 1540 SULLIVAN A VENUE COMMENCING AT A CONCRETE MONUMENT AT 7HE SOUTHWESTERLY CORNER OF THE PROPERTY NOW OR FORMERLY TWIN MANUFACTURING / z SOUTH WINDSOR, CT 06074. COMPANY,• MON 60.00, J a0o THENCE N42 58'02 E A DISTANCE OF 192 49 FEET TO THE POINT AND PLACE OF BEGINNING, ALSO BEING THE SOUTHWESTERL Y CORNER Q Q OF THE PROPOSED ELUR, ro LL W J THENCE N24 78 35"E, 46.32 FEET TO A POINT,• IP SURVEY NO TES: 020 V Z Z no THENCE S65 4125"E, 61.19 FEET TO A POINT; 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATONS OF 1_• � Q CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE Z W v THENCE S2478'J5"W, 46.63 FEET TO A POINT; 'STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECTICUT"AS Z O �m AS TO 273 CHAPEL ROAD ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON K W W ELUR SUBJECT AREA: DEMOL/T/ON OF A PORTION OF THE BU/LD/NG /S PROH/B/TED /N THENCE N 6524'12"W, 61.19 FEET TO THE POINT AND PLACE OF BEGINNING. W LL U N SEPTEMBER 26, 1996. a cn ACCORDANCE WITH A CERTAIN DECLARATION OF AND ENVIRONMENTAL LAND USE d C U) W N RESTRICTION AND GRANT OF EASEMENT, RECORDED ON THE TOWN OF SOUTH WINDSOR SAID EASEMENT CONTAINS 2,844 SQUARE FEET • TYPE OF SURVEY/S AN ORIGINAL SURVEY AND IS INTENDED TO DEPICT THE G W LL a LOCATION OF A PROPOSED 'ELUR"AREA RELATIVE TO PROPERTY LINES. C LAND RECORDS. H H w NOTE: THE BUILDING CONSISTS OF THE ROOF, STRUCTURAL WALLS, AND BUILDING SLAB Z a W 0 co N WHICH COLLECTIVELY ACT TO RENDER POLLUTED SOIL INACCESSIBLE AND • THIS /S A RESURVE Y BASED ON MAP REFERENCE J1. LU Q = EN VIR ONMEN TA L L Y ISOLA FED. HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VER77CAL y (Jj ACCURACY MEETS CLASS T-2 STANDARDS. 'Q ' J i TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANT/AtL Y CORRECT AS NOTED N HERE SHEET N i 12327 V-1 v LAWRENCE R. GEISSLER, JR., L.S. LIC. NO. i.L ?fD C- ) • J �) t}fJ 7� tttlj fJ yy ' Foot7 0 G 1 r Gh 0 ai- _ - r{cJSEj G�z� it nay a+n I 1 (� . 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J r7� 77 F , _ - -� --• L s _f___— t *1�IU •� y`'� — .SC.wumx F / �Asr,xr SINGLES AR MW SPACE OVNIE1. 12 aMP ANCE E EACH JOIST A ANGLE•EAO,JaoT 2.2E LEDGER FASM 914JIG METAL J01STS 0 24-O/C w/,in SPEW MCIKIRS M/ METAL STON GLITTER r EMMEEDIFRT KM O X it 0/0 if lEal IMATr IlS 3' 74{INO BID "MFR S01W IN 19 18 16 lAY N PAIF1�IKMETAL,10ISTS WADER AC0UST1C& ,Ex,s•,r o% WN To MATCH OW NM CORRIDOR 6 i 211.STILES 1 r AR SPACE 2 •2C a%./r 7W PCL1150 91I0 rl cm■ML BW ►/WPOt BNINER. FJ(Sr 9iQ(fiW1 TAPE ALL PNEL SEALS 5 r R-21 BATT N UAIICH N r, O6T E1Tr,lA11 D N — — — 2 — 2 — L I METAL CrSPAS 1,Y N d" -4" NO � 11 E OF E,BT FLOM I N I Or CUT OF OW muoAna r— WALL AT IE'N OOCIR CPEIEKS IPANTED I N% 0T', \ 107 OFFI E 106 OFFICE Inc w y CAB r/uE Mr IoaG rE a auas o - 0 GR I J P«Y VAPOR BIIIMR SARVNOIEIS IMVER PAR1I1106 110IFS 32'0% 5-1/ _812 CB mom 1 1 � _. L86LT EIriSH —31 3-412 11 }4015 G/C 1FRE MEN DD WOMEN N a 11 111 4'-4 3 4 _ W1 FULDIDATICK 23 r00 C31 Source Information Date of Flow Test'Info OFFICE S017 50..0 8 "N I Location of flow test data 10-30-2013 W A 273 Chapel Road N 1 `�T�O 102 Source of flow test data 1 5.6 5.6 MDC 1 SCA-E; 3/4' = 1'-0" Source Data Points PumpData Points 17 1 0 � Pressure Flow Pressure Flow 5 130 1 130 1 84.00 0.00 80.00 1280.00 7.17 7.17 24 r I FFICE OFFICE <:i> 9 S018 "° CUBIC SZ 9 9 105 1 48 1 1- 47 1 Sol FO 130 1 130 1 . 7 1 5.6 5.6 1 7.17 7.17 2-0 5.6 r` 104 OFFICE 101 0 (C OFFICE 103 OFFICE 06 Design Area 1 Wet System 900 N 11 N 1 4 N 11 N Demand Calculations using Hazen-Williams Method 0 0 11—A 1011 0 9—r N 1 Occupancy Classification: Light Haz —8 Design Area Density: 0.1 130 1 130 1 130 1 Additional Outside Hose: 250 5.6 5.6 5.6 Design Area Size: 900 7.17 7.17 7.17 Notes: FLOOR PLAN SCALE; " = 1'-0" All drawings and written material appearing herein constitute original and unpublished work of Carlson Design and may not be duplicate, used or disclosed without written consent of Carlson Design. General Notes SPRINKLER SYMBOLS REVISIONS PROJECT TWIN MANUFACTURING 1 ) All material Is to be UL listed for fire protection use. SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# Escutcheon Notes Cabinet QQ 22 PEND CHROME 155 5.60 1/2' TY3231 Tyco TY—FRB Ch. Recessed 06 237 CHAPEL ROAD 2)AII piping 1 -1 /4" and smaller to be schedule 40 black steel with threaded fittings. N0. DATE BY DESCRIPTION N 3) All piping 2" and larger to be schedule 10 black steel with grooved fittings and welded outlets. 1 SOUTH WINDSOR CT 4 Approximately 13,700 Sq.Ft. of protected area. 2 VM NG NO. 5) All hangers to conform to NFPA standards. (See Hanger Details) 3 WM W DATE am FP 1 of ? W O E 6) Building construction to be wood frame 4 LHC 1 NOV 2015 7) Adequate heat to be provided and maintained to all areas of the wet system by the owner. m IN WE M/ZOW HO 5 8) All systems to be hydrostatically tested at 200 PSI for 2 Hours. E Au UE 1/8A = �._°� CT uc F1 00010187 S 9) Standard valve signs will be installed on all valves, , Uc S0 003074 Graphic Scale 10) Designed based on Light Hazard Occupancy. J&M FIRE PROTECTION, LLC 203 Sheet Total 59 KELSEY STREET MIDDLETOWN, Connecticut 2' 4' 6' 8' 10' 12' Head Cab ret .otcl 06 9 203 Job Total TEL.NO. 860 306-4301 FAX NO. (860) 657-8226 -ALL . __� !COOIIIER FL SHIC ASPHALT 9NI9ES 5/r CO7(9EgF116 1'AR%EMT SPACE VENT OIIAMFL 12 CLIP ANaE*EACH JOIST 4 ANGLE•EALH JOIST ItIJIS IETAL JOIS,5.24 0/C 2.2e LEDGER FARM M/HER SLEEVE ANCHORS N/ W1AL STORM aUrR BAIT N,0 mm 12'0% 1•,-W BATT 1 2i4a.0OIGH0 NFASCIA AM u ow 19 18 16 �1 eHIGHWA�J MM•,r./c uY N PAIEL IRWM FINISH m UATGH EW alas CORRIDOR 6 i a it I/c VE T. 2,/P sous 2 2 �r �M" awaR F74'T aifX FM19i } TAPE ALL PAIIEL SE" DN Ir 10-2 — — 2 — 2 — 12 °�°�� 5 i R-2,OATT WJ AT0 C.V 11EfAL C-sm•,r d- Lf� � � N r� uE aF EXST RDOI! r wr OF DIET F WAM s/II'CV MALL W CN WL AT IEN On WMINGS M/PANIED me 0 107 OFfI E 106 OFFICE I TIK oGHaER:sAe./of■soen�E oR aura O O 1 Q1 i LL PCEY VMOIi ft1RRER suaRAfIS WIDER PARRIONS HOLES 32'0% 5-1 —812 HAT 1 1 r :: CJ3EHr F.e' 31 3-412 MEN O WOMEN N 111 11 4'-4 3/4" rt o CN j 0WXT N r LAM 1 an W 1 m=anew DUM 23 - T E IST FUM GRADE f' I ..;.,: . Source Information OFFICE Sol < >S 0 8 I _„ I Date of Flow Test!Info: 10-30-2013 Location of flow test data S E C TI 0 A 273 Chapel Road W cc 102 Source of flow test data N 1-711 ' 2 MDC SCALE; 3/4' = 1'-0" Source Data Points PumpData Points 1 0 Pressure Flow Pressure I Flow 5 130 1 130 1 84.00 0.00 a, 5.6 5.6 1 80.00 1280.00 7.17 7.17 N 24 � r I r rn � � [1;9 FFICE 110 CUBIC 105 OFFICE 46 S018 9 9 1 L48 1 47 1 t_71j2 N Sol 130 1 130 1 . 7 1 5.6 5.6 1 7.17 7.17 2-0 5.6 N 101 C OFFICE OFFICE 06 1 104 OFFICE Design Area 1 Wet System 103 900 N 11 AllN 1 4 N 11 N Demand Calculations using Hazen-Williams Method 0 11—411 0 1011 0 9— N 1 Occupancy Classification: Light Haz —8 Design Area Density: 0.1 130 1 130 1 130 1 Additional Outside Hose: 250 5.6 5.6 5.6 Design Area Size: 900 7.17 7.17 7.17 Notes: FLOOR PLAN SCALE; 1') = 1'-0" All drawings and written material appearing herein constitute original and unpublished work of Carlson Design and may not be duplicate, used or disclosed without written consent of Carlson Design. General Notes SPRINKLER SYMBOLS REVISIONS TWIN WIN MANUFACTURING SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL Escutcheon Notes Cabinet 1 ) All material IS t0 be UL listed for fire protection use. Q 2)AII piping 1 -1 /4" and smaller to be schedule 40 black steel with threaded fittings. 22 PEND CHROME 155 5.60 1/2" TY3231 Tyco TY—FRB Ch. Recessed 06 NO. DATE BY DESCRIPTION 237 CHAPEL ROAD N 3) All piping 2" and larger to be schedule 10 black steel with grooved fittings and welded outlets. 1 SOUTH WINDS(JR CT 4) Approximately 13,700 Sq.Ft. of protected area. 2 W.WH IN No. 5) All hangers to conform to NFPA standards. (See Hanger Details) 3 FP 1 at ,ytra w E 6) Building construction to be wood frame LHC 1 NOV 20154 7) Adequate heat to be provided and maintained to all areas of the wet system by the owner. C,MmBy SY& N°. FUNO. 8) All systems to be hydrostatically tested at 200 PSI for 2 Hours. 5 g � mu1/8' = 1'-0' Lim- CT LIC F1 00010187 S 9) Standard valve signs will he installed on all valves, MA UC SC 003074 Graphic Scale 10) Designed based on Light rczard Occupancy. 7 J&M .FIRE PROTECTION, LLC e 59 KELSEY STREET MIDDLETOWN, Connecticut , 2031 Sheet Total TEL.NO. (860) 306-4301 FAX NO. (860) 657-8226 2' V 6' 8' 10' 12' 1 203 1 Job Total Head Cabinet Total 06 9 1500517 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/11/2015 GIS ID: 18000273 FEE: 2500.00 MUNIS APPLICATION# 201501063 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THE ANDREW ANSALDI CO. ADDRESS: .273 CHAPEL ROAD ADDRESS: 186 BIDWELL c. ' OWNER: .TWIN MRO REALTY LLC MANCHESTER,CT 06040' 273 CHAPEL ROAD South.Windsor,CT 06074 DESCRIPTION OF WORK: 576 SQ,FT:ADDITION AND 1,333 SQ. FT.RENOVATION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION'AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/1 1/2015 1 1:19 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900009 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 08/21/2019 GIS ID: 18000273 FEE: 162.00 MUNIS APPLICATION# 201901615 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADVANCED SAFETY_SYSTEMS INC ADDRESS: 273 CHAPEL ROAD ADDRESS: 141 SUMMIT ST OWNER: TWIN MANUFACTURING COMPANY ---- 273 CHAPEL ROAD PEABODY,MA 01960 DESCRIPTION OF WORK: CLEAN AGENT FM 200 FIRE SUPPRESSION FOR DATA ROOM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: d4- A. OCCUPANCY GROUP: BUILDING FI IAL 8/21/2019 10:12 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500366 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 09/15/2015 GIS ID: 18000273 FEE: 585.00 MUNIS APPLICATION# 201501063 BUILDING DESCRIPTION: APPLICANT ;. F.. LOCATION NAME: NUTMEG MECHANICAL,,SERVICES,INC. ADDRESS: 273 CHAPEL ROAD ADDRESS: 130-3 UTOPIA ROAD;. OWNER: TWIN MRO REALTY LLC MANCHESTER,CT 06042 273 CHAPEL ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: GAS PIPE TO EXISTING GAS LINE,SHEET METAL AND FLEX DUCT DISTRIBUTION. h t .. y SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/15/2015 2:48 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500020 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 11/17/2015 GIS ID: 18000273 FEE: 75.00 MUNIS APPLICATION# 201501063 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: J&M FIRE PROTECTION ADDRESS: 273 CHAPEL ROAD ADDRESS: 55 RED STONE DRIVE OWNER: TWIN MRO REALTY LLC WEATOGUE,CT 06089 273 CHAPEL ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: INSTALL FIRE SPRINKLERS AND CONNECT TO EXISTING SYSTEM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/17/2015 3:56 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500389 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/27/2015 GIS ID: 18000273 FEE: 270.00 MUNIS APPLICATION# 201501063 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DANIELS ELECTRIC, INC. ADDRESS: 273 CHAPEL ROAD ADDRESS: 6 SANDRA DRIVE OWNER: TWIN MRO REALTY LLC SOUTH WINDSOR,CT 06074 273 CHAPEL ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: WIRING OF OFFICE ADDITION TO INCLUDE LIGHTS,SWITCHES,RECEPTACLES, HOT WATER HEATER WIRING AND RTU WIRING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/27/2015 11:04 AM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1500446 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 10/27/2015 GIS ID: 18000273 FEE: 90.00 MUNIS APPLICATION# 201501063 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SCHIAVETTI PLUMBING ADDRESS: 273 CHAPEL ROAD ADDRESS: 29 CRYSTAL POND ROAD OWNER: TWIN MRO REALTY LLC EASTFORD,CT 06074 273 CHAPEL ROAD 9 South Windsor,CT 06074 DESCRIPTION OF WORK: COMPLETE INSTALL OF 2 1/2 BATH. r J SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/27/2015 12:02 PM THE FEE ABOVE INCLUDES A S0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE