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25 GREEN LN
Electric# /?QC3 APPLICATION FOR BUILDING PERMIT Plumbing# //a 3 25 Green Lane HVAC # It 3 No 29327 Date: 2 Sprinkler# FINAL APPROVALS Estimated Cost $ I'7S0O0 Building �'D3 COMPLETE RED BOXED AREAS Permit Fee $ c�G:�tS. Engineering TYPE OR PRINT ONLY Occupancy Fee S / C►. Affidavit1� SIGN ON REVERSE SIDE Appr.for C -�3-d3 Total Fee $,� N-9 � TO BUILDWG MB,rr,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location log-+ne Lot No. Side of Street_ Zone Applicant '2-n,�l ier r A5zoc%cites Tel # 763-3 S38' Address ►�O 13ox g a3 '!Some -, C' Zip oso71 Lic.# :343 Owner Address Architect Address Sq.Ft.New Area: 1st FI. 1?Oy 2nd FL 1601 3rd FL Total New Area 330 #Rooms I C) #Lavatories #Bathrooms #Garages 9 C,QU— Purpose of this permit: S LI1 , -�C�Mi 1� 1 ,d Cc�(kS�fUC 1c1YL City Water Well ❑ Septic System L/ Sewer ❑ Ins. H.O. S.P. Cert. Area 3 Basement/A, Garage r70 Approved by Date G Z' Use Group Construction Type Div,3 R•vi.d 1/97 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 isffl§EEi�� l street lines,side yard lines,and required distances from all other zones and is located id — Signed I hereby apply for a Certificate of upa o the work described in this application for the permit. Signe - DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS s APPLICATION FOR ELECTRICAL 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: -/kla 197 APPROVED: BLDG.PERMIT NUMBER: .I �- F7�ti DATE INSPECTOR LOCATION OF WORK: "6)4 APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME: I ��/ V NAME: r l ❑ADDITION . Y PHONE NUMBER: �56O_' L/ —/(:�j PHONE NUMBER. 0. )USTING BUILDING ADDRESS Q ADDRESS'e�G�Q� �/�_ I E OF USE: �i�/1 l�U (n �l �� /IDENIIAL COMMERCIAL C3--� zzi�A�.�SS ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF NORK: TYPE OF INSTALLATION: _ / ,3 SIZE OF SERVICE: 9AA SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: n NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S J NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S k C NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER SI,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES ARID STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 2 1-PE: STATE: ct— SIGNATURE OF APPLICANT: DATE: e 19 oaool . Location of Job: AFFIDAVIT Additional Fee$ — 0 — State of Connecticut ss.South Windsor County of Hartford Aso` Owner VeJ I l9PE�fGi� t7"' ' of t �Wk Agent for the building erected Contractor under Permit No. 29327 issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work anriz �n r said permit did not exceed the submitted estimated cost �� Signed;� Subscribed and sworn to before me this IV A-day of X'otd"// A.D.20 P 3 Estimated Cost S 207 ,400. Difference: S (13,513. ) Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment -------------------------------------------------------- **-29327-B 175,000 BO1 FOOTING 02/05/03 JFF A WITH CONTRACTOR GEORGE WINTER PEOTECTION HAY BO1 FOOTING 03/07/03 CJD A E01 SERVICE 04/10/03 CJD A B05 FIREPLACE/CHIMNEY 04/21/03 JFF A WITH CONTRACTOR B03 FRAMING (ROUGH) 04/30/03 CJD A NEED SPECS E03 ROUGH 04/30/03 CJD A P03 ROUGH 04/30/03 CJD A AIR TEST ON COOPER, WET ON DWV H03 ROUGH 04/30/03 CJD A WILL NEED PLATFORM AT ACCESS HOLE AND RUNWAY PLATFORM OK AT EQUIPMENT B04 INSULATION 05/07/03 CJD A P02 UNDERGROUND 05/09/03 CJD A E01 SERVICE 05/21/03 CJD A B10 FINAL 06/27/03 CJD D CLOSE IN ROOF AT SUNPORCH, FIRESTOP, INSULATE HYDRONICS 0 BSMT **-11739-H 13,800 **-11239-P 8,600 **-18203-E 10,000 E01 SERVICE 05/21/03 CJD A p3 Total Est Value 207,400 t 1 A ya^� Dwelling 3,305 159,565.40 Basement 1,676 23,799 20 Garage 704 9,996 80 Smoke Det 7 525 00 BOCA Value 193,886 40 Difference (13,513 60) / � v 3 Sectri'-# 3 APPLICATION FOR BUILDING PERMIT Plumbing# 25 Green Lane HVAC # Date: 3 �. 29766 Sprinkler# FINAL P Estimated Cost O� Building ' COMPLETE RED BOXED AREAS Permit Fee $ 7:10,T , 0 Engi i TYPE OR PRINT ONLY Occupancy Fee $ 40 .40 Affidavit ' SIGN ON REVERSE SIDE-` Appr.for C Total Fee a 1AtCD TO BUI ARTMENT,T OF SOUTH WINDSOR,CT (Additional Cost) $ The undersign hereby applies to do work according to the following specifications: Job Location 2 s 6:21W4' L•a—/ Lot No, J� Side of Street Zone R Applicant ftD . o"Altl 1000Z-S' 4- QA'r1 0 �NCG TeL# 8'C0 6 2 7 9 7 7 3 Address /yN ?W SOf,C't &l t L Jfd P- - tv ice, Zip ( O H Lic.# 55-Ar S�r Owner L ov 6x,5 74ylte Address 2-5-- C-&,f�/ L 4� Architect "--� if Address -- /4 Sq. Ft.New Area: 1st FL 2nd Fl. 3rd FL Total New Area #Rooms — #Lavatories_ — #Bathrooms _ #Garages Purpose of this permit: fi0 C//L/) x 40 X 2 S; X /4T 14L64fV4,44 /y od4C 4f y�� wires 3 City Water Well ❑ Septic System )< Sewer ❑ Ins. H.O. S.P. Cert. Area Basement Garage Approved by L.j"icer 6 Date Use Group Construction Type Revised 9/01 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 G / A/,/-r 1 hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed 4"�'� / ii3xx.�,,�,✓ DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS J U N 0 12004 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- ��-29766-B 18,000 E02 UNDERGROUND 07/18/03 WNB A WITH OWNER,BONDING,TRENCH.SECURE FENCHING 00/00/00 B10 FINAL 06/07/04 JFF A WITH OWNER B10 FINAL 06/07/04 JFF A CLOSEOUT •+-18387-E 1,600 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 3 BUILDING DEPARTMENT - � PPROVED, 1540 SULLIVAN AVENUE 4ei Bldg.Permit# 6 63 �� 644-2511 ext. 230 027 3 a VM ' Building Inspector 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# V13 5-;?-S- 8eo5 O W N 8 f,q OWNER /�yy.'I�/ d a < OWNER ADDRESS A-14 �d��S, 67— U . OWNER PHONE OZZ C = ESTIMATED COST$ /.3 IS THIS A CONTRACT COST? _1,1�les _No FEE ENCLOSED$ /� tlV�s 0 TYPE OF JOO O R-C ✓ New Installation Alteration/Addition/Repair l Revised 4/01H2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF UILDING: TING 2kRESIDENTIAL AIC ❑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 °F INSIDE r U °F DIFFERENCE �L�/ °F TOTAL HEAT LOSS(BTUH)_9t&ceF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&M DEL NO.) /z) ,cue• i►'Ic L�,x ,�a,�e� we:/ ��cLa,,r L'-v/d �0&Ocff� GROSS HEATING CAPACITY(INPUT—BTUH)_ "00 NET RATING(OUTPUT—BTUH) i30-," TYPE OF YUEL OIL—GPM 1't OIL TANK LOCATION :O INSIDE❑OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE °F INSIDE °F DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 11v4,9 •3 Tam io S�,�./r L'o� a.S'�S D 3&T.¢z TONNAGE (0 COOLING CAPACITY(BTUH) LFU 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 UCH WORK. 3 ti oS"7� 0 r- 3&47� ,S,��! C CONTRACTORS LICENSE NO. /�j,� TYPE STATE �SIGNATURE OF APPLICANT '-%��`'� z DATE 7 -03 RIGHT,J SHORT FORM I Entire House DEBLOK HTG Job: 10-23-02 ALLEN ST,EAST LONGMEADOW,MA Phone:413-525-8809 Project • • For: RESIDENCE LOT-9 GREEN LANE, SOUTH WINDSOR, CT Design Information Htg Cig Infiltration Outside db(°F) 6 88 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD ('F) 64 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr4b) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Make RUUD AIR COND Trade Trade Ruud UAKA Series UAKA-030JA RCBA-3765 Efficiency 80.0 AFUE Efficiency 10.0 SEER Heating input 0 Btuh Sensible cooling 19740 Btuh Heating output 0 Btuh Latent cooling 8460 Btuh Heating temperature rise 0 °F Total cooling 28200 Btuh Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.024 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 88 % ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (t 2) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 196 5201 3003 126 158 FAMILY ROOM 256 5916 4433 144 234 FOYER 168 5550 1309 135 69 DINING ROOM 196 5201 2013 126 106 KITCH/DINE 272 8368 2054 203 108 LAUNDRY/BATH 192 4801 3831 117 202 DEN 144 6097 2324 148 123 Entire House d 1424 41134 18966 1000 1000 Ventilation air 0 0 Equip. @ 0.93 RSM 17639 Latent cooling 2678 TOTALS 1424 41134 20317 1000 1000 Bolds talk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,zt: Wr eght5CUft Right-Suite Residential—5.0.38 RSRRUD26387 2002-W-23 17:10:44 ACC{, Pro)ectl.rsr Pape 1 9DA�NED RIGHT-J SHORT FORM Entire House DEBLOK HTG/COOL Job: 10-23-02 ALLEN ST.EAST LONGMEADOW,MA Phone:413-525-8809 Project • • For RESIDENCE LOTAI GREEN LANE, SOUTH WINDSOR, CT Design Htg Clg Infiltration Outside db(°F) 6 88 Method Simplified Inside db('F) 70 75 Construction quality Average Design TD(°F) 64 13 Fireplaces 0 Daily range - M Inside humidity 50 Moisture difference(grAb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make RUUD AIR COND Make RUUD AIR COND Trade Ruud Trade Ruud UAKA Series UGRA404(E,N)MAES UAKA-030JA RCAH-Z037 Efficiency 93.5 AFUE Efficiency 10.0 SEER Heating input 45000 Btuh Sensible cooling 19320 Btuh Heating output 42000 Btuh Latent cooling 8280 Btuh Heating temperature rise 38 'F Total cooling 27600 Btuh Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.034 cfm/Btuh Cooling air flow factor 0.055 cfm/Btuh Space thermostat Load sensible heat ratio 84 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 234 6985 5200 241 286 MAST BATH/WIC 252 4196 1221 145 67 BEDROOM 2 FRONT 196 4700 3787 162 208 BEDROOM 2 REAR 168 4919 2013 170 111 BATH UP 112 1483 444 51 24 BEDROOM 4 322 6732 5510 232 303 Entire House d 1284 29014 18176 1000 1000 Ventilation air 0 0 Equip. @ 0.93 RSM 16903 Latent cooling 3449 TOTALS 1284 29014 20353 1000 1000 nnidhtaiio wshlas two naan manually ovamddan Printout certified by ACCA to meet all requirements of Manual J 76 1 Ed. ,. wnghtsoft Right-Sude Reswenhal'-5.0 38 RSRRUU26387 2002-Od-23 17 41.09 ACM ANNEDI RIGHT-J LOAD AND EQUIPMENT SUM MARY Entire House Q DEBLOK HTG Job: 10-23-02 ALLEN ST,EAST LONGMEADOW,MA Phone:413-525MM ` Project Information For: RESIDENCE LOTS GREEN LANE, SOUTH WINDSOR,CT Notes: FIRST FLOOR —Design Information Weather: Hartford, Brainard Field, CT, US Winter Design Conditions Summer Design Conditions Outside db 6 OF Outside db 75 °F Inside db 70 OF Inside db Design TD 64 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 28 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 41134 Btuh Structure 18966 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 41134 Btuh Use mfg. data n Ratetswing multiplier 0.93 Infiltration Total sens.equip. load 17639 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heatinngg Coolinngg Infiltration 2218 Btuh Area(ft2) 1424 1424 Total latent equip. load 2678 Btuh Volume(ft3) 14160 14160 Air changes/hour 1.0 0.5 Total equipment load 20317 Btuh Equiv.AVF(cfm) 236 118 Heating Equipment Summary Cooling Equipment Summary Make Make RUUD AIR COND Trade Trade Ruud UAKA Series UAKA-030JA RCRA-3765 Efficiency 80.0 AFUE Efficiency 10.0 SEER Heating input 0 Btuh Sensible cooling 19740 Btuh Heatingoutput 0 Btuh Heating temp rise 0 OF h TTotalcoolingLatent 28200 Btuh Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.024 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 88 % Bok ift1k vokw how b~mammNy ovwriddsn Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wng1-1tsoft Right-Suite Reside*W-5.0.38 RSRRUD26387 2002-OQ-23 17:10:44 ACC . Pro)eal.rsr CC RECEIVED SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT JUL 1 0 2003 25 GREEN LANE LOT_# 3 Reviewed By 8` e—T (E ineerin ) DAN ROULIER AND ASSOCIATES Date Reviewed P.O. BOX 823,SOMERS,CT Reviewed By arming) BP # 29327 Ph_# 763-3538 Date Reviewe 74-3 pprov /Denied Date Submitted 00/00/00 ***** FOR C oy 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� c. electrical & telephone / d. water y e other / 4-� 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 # du COMMENT1S• in• /AAl k Status Cad( T!� Se/' /Ve1gk �Ci� SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 25 GREEN LANE LOT_# 3 Reviewed By (Engineering) DAN ROULIER AND ASSOCIATES Date Reviewed p c rove /Denied P.0 BOX 823,SOMERS,CT Reviewed By lanning) BP # 29327 Ph_# 763-3538 Date Review J. Approv /Denied Date Submitted 12/04/02 ***** F BU LING PER ***** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include Appro d Denied N/A 1 Name, address & phone number of owner/applicant 2 Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address 4 Plot Plan at 1" _mod' scale a Subdivision reference, abutting properties, etc ✓ b Easements of record !� c Lot description, bearings, building lines, distances, area, etc d. Contours, existing & proposed, 1 or 2 ft interval where appropriate ►✓�� a Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary 5 Y 9 Y & foundation drain at the house and the street g Tentative utility location (gas, water, electric, septic system, etc ) h Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) �+ 5 Sedimentation and erosion control 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS * -w D G 2002 PERMIT NO. -- - //,2 3 � DEPARTMENT DECISION A P P L I C A T I O N F O R d 1 3 7 APPLICATION IS HEREBY: PLUMBING PERMIT APPROVED DISAPPROVED TOWM OF SOUTH WINDSOR BUILDING INSPECTION DEPT. �X- 644-2511 Ext. 230 DATE PLUMBING INSPECTOR Application must be printed or typed. 1. LOCATION OF JOB: / Z5- Vj-ccvi �..r1 . Let- 3 2. OWNER: 3. ADDRESS: FEE SCHEDULE SrSpt-e-!S LL t 0 - $1,000 - $10.00 4. APPLICANT: W Over $1,000 - $10.00 5. ADDRESS: �e�� Z �,n LI, per $1,000 or Fraction Thereof S. J , nd IC 6. EST. COST: $ �66 d• Do 7. IS THIS A CONTRACT COST? AYES NO 8. FEE ENCLOSED: $ Z 3 9. TYPE OF BUILDING: %o RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: ORIGINAL ALTERATION INSTALLATION ADDITION REPAIR BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: Crc t r L o . L,t 3 GENERAL PLUMBING 12. KIND OF INSTALLATION: ��,e 13. SIZE OF MAIN DRAIN y 14. NO. OF TOILETS STYLE /a•.IC 15. NO. OF URINALS STYLE 16. NO. OF BATHTUBS_ 16A. NO. OF SHOWERS �_ 17. NO. OF LAVATORIES_ 18. NO. OF SINKS_ 19. DISPOSAL 19A. DISWASHER 20. NO. OF CONDUCTORS SIZE 21. NO. OF STACKS Z SIZE 3 / 22. AREA OF ROOF 23. NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? 27. SIZE OF WINDOW 3,K Z 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? `411 29. SIZE OF DUCTS 30. SEWER OR SEPTIC TANK? 31. SIZE OF WATER MAIN / � 31A. SIZES OF WATER PIPING & RISERS ?h 7 32. REMARKS AND FURTHER DETAILS ' (� l WATER HEATER 33. TYPE �� I , 34. MANUFACTURER / , efill d - /o TANKS SAFETY DEVICES T121PERATURE 35. CAPACITY 3 39. RELIEF VALVE 36. TEST PRESSURE 3,0 O LBS. 40. MANUFACTURER 37. WORKING PRESSURE /_Sr-) LBS. 41. PRESSURE RELIEF VALVE , 38. TYPE Iill C 42. MANUFACTURER 3 j 21 LICENSE NO. DATE SIGNATURE OF APPLICANT PHONE NO. 0 t'o - 4 yc� 19,79 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application is hereby: BUILDING DEPARTMENT U()3 (:: APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# y 0 o93o27 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: i S o0 2 r ��'�� /,c--- i $0-$1,000=$i3.6•8 Street No. Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT e,,,r APPLICANT ADDRESS (9Ld 0—0 C�r- D(yV/0 APPLICANT PHONE# (o C� ��2 Z/,rq OWN S F,q OWNER I)Ct-- /2p..leG-`' ,e.dWe— OWNER ADDRESS /gypC07 --tea _06 6 71 OWNER PHONE —T C ] ESTIMATED COST$ /D� DOO• 04 t1► U I aftv IS THIS A CONTRACT COST? q"Yes O No FEE ENCLOSED$ LSD•©O ORCO�� TYPE OF JOB: ,FkOriginal Installation 0 Alteration/Addition/Repair Revised 8/99 G/2S ZS"� -70r APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A SIDENTIAL BUILDING PERMIT APPLICATION? ' YES ❑ NO ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑ MERCANTILE 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 V © i P K SIZE OF MAIN FEEDERS AND RATING OF WIRE USED �7 yfc n liw Z �'p NUMBER OF METERS ( NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS 47, REMOTE DISCONNECT REQUIRED? ❑ YES XNO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS 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 /V e LJ It o•J:e w -� K, — Yo o r-.� c/,f 6,L 9 re 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. �z Y Z ECIT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT z-� DATE Z d �' `Shirley Wilhelm -CRS Approval Confirmation: Request No. 251308 Page 1 From: <clpsvc@nu.com> To: <W ILHEL@SOUTHW INDSOR.ORG> Date: 5/21/03 12:47PM Subject: CRS Approval Confirmation: Request No. 251308 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 251308 House No: 25 Lot No: 3 Street Name: GREEN LN Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: May 21, 2003 SnAqNNED DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT J APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# ..� 13 4A(-- 644-2511 ext. 230 9 Date Building Inspector Application must be printed or typed FEE SCHEDULE r Location of Job: p7.5- Gee'en Z/91'yL �.��•R �ih��s6r C.Ye y $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �A I-V UG R/V APPLICANT ADDRESS 'q I ' 7' 4ED76 APPLICANT PHONE# ?75(- /y92- W N S Fq OWNER o" %S , OWNER ADDRESS o)S �5,a U'l O • , OWNER PHONE C ESTIMATED COST$ /, 6Qa • 00 * IS THIS A CONTRACT COST? 40 Yes v'.- No Y a: FEE ENCLOSED$ .3b• 06 0��� TYPE OF JOB: R•C New Installation Alteration/Addition/Repair 7twg cUti+ur� r U J v Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO a RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WEMG METHOD r" nL 'Pool SIZE OF SERVICE '?00,41»P.5 SIZE OF MAIN CONDUCTORS NUMBER OF METERS�_ NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS vim- REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS 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. DESCRH'TION 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 DATE 7 13 03 I Town Of South Windsor Building Department Location Cr-eYI IV L-a, , Building Permit# X 6 SWIMUEG POOL REOU_TREMENTS: This list is not all inclusive;please refer to pool packet. too0�1-17AA1 VAA48"barrier will be provided to protect the pool access. Including a temporary fence Y (N G for mground pools prior to filling.j,d Access gates will be self closing and self latching(if less than 54"high they shall be on the pool side and be protected within 18"of release mechanism). 11 Doors providing direct access to the pool shall either have an alarm,a self closing self }� Q latching device 54"above the floor,or a safety cover over the pool. P'No receptacles within 10' of pool.(locking type receptacle for pool equipment must be y L/CG 7- at least 5 from pool and GFCI protected). PM metal party ofpool structure,fixed metal parts nitlrin S'of pool,pump motors etc., shall be bonded with a minimum#8 solid copper wire. prConvenience GFCI receptacle shall be provided between 10'and 20' from pool. VITrench depth for 20 amp.circuit to pool equipment shall be 12"minimum. 6 y / L l'C 7 V'A surface pool alarm shall be installed pursuant to Public Act 99-140. -- — ;1�X All swimming pool pumps must be equipped with a time clock. y L�C-'r b'Heated pools require a pool cover unless over 20%of the heating energy is from non-depletable sources. Y © W/j REMTTRE.D SWIMMING POOL INSPECTIONS: �Y The following is a list of inspections that need to be performed prior to the continuation of work. Requests for inspections can be made by calling the Building Department at 644-2511 ext.230. (/_ R 1. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenance ✓y \ including metal reinforcing for gunite pools. �lG I 2. FINAL ELECTRICAL-Location of equipment and GFCI protection. Convenience outlet provided. 3. FINAL-Swimming pool access protection must be provided before pool.can be used. Each swimming pool installation requires a Building and an Electrical permit. Additional permits and inspections are required for pool decks. I have read and understand the requirements listed above. Applicant Signature Date 3 — 620 Homeowner Signature Date� Date 7— 2-- 03 `^'r 1, 1, 3 �r--:f OCT 5 2005 South Windsor BUILDING DEPARTMENT 10 114E KUMC 0li'1. ..c wr, ti 'S.:— Phis celtiti�d that tvis pia.and%pecifit:aticns dr.:u copies of the proposed building or alterations to 0 erected at together with amendments stated in application An< rued with plan and 1 agree to comply with all coning �( 2D c<'-,ued and state laws and such orders as shall b. (scued by the Building Department during pendency .1 this application gna final issuance of a building S _ 8 permit. rM (� rh s plan is approved subject to the condition that orders and ordinances regulating building shall be ,:rty,Ued with. -:ondrtlonelly Approved RoselMed wltbi m�n •2D� �I c�j,�� 8uliding Inspector 1i11r11 Oat. too., �3 7 ` CERTIFICATION OF ZONINr, COMPLIANCE proposed building(s), use(ss '-r structure(s) p'an n1 �. In , CO'. currem •th or ms, V Date_I Officer LO HEDCrEfzo 40 N c-J N 1+F ro.o o Q X ZS � w r 4.c{ jr► FF=147.to-+ C. 3 N k LL Fy 14Z VT.LITIVI �}h1 G. - 10 EhSEMEI�IT (W � \\ 7 /� = go�oo-oo t> Ie 137.33 Nfr. I♦vr:�v.I V ♦.t�'..��i Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Applicatio r TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT - APPROV 1540 SULLIVAN AVENUE --Z 644-2511 ext. 230 Bldg P5� Date Bu► ' g Inspector Application must be printed or typed FEE SCHEDULE Location of Job: lD k E�i fl iJ E $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �� �� j(4S T c.-J APPLICANT ADDRESS S G•i'e c.�, L f►ti C� _`7cw fL, 10 ds ?r- 66 n 7,l- - APPLICANT PHONE# S;E O [/ y - 5 d5`� N St OWNER q� OWNER ADDRESS r. OWNER PHONE C ESTIMATED COST$ /, IS THIS A CONTRACT COST? _Yes —.�,Ao FEE ENCLOSED$ riy o TYPE OF JOB: r OS R Coy' _New Installation Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED/WITH A BUILDING PERMIT APPLICATION? ®YES ❑NO RESIDENTIAL OC7 ❑BUSINESS Kd S'/�i•v� �L ��e ❑ASSEMBLY CURRENT USE AND OCCUPANCY Z-4j P i ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY BASE /C,+.�s/f�o ' ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATIONIWIRING METHOD SIZE OF SERVICE A{O O �'"-/"P 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 NUMBER OF SWITCHES NUMBER OF OUTLETS .3 NUMBER OF LIGHT FIXTURES 5 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK �Lect 2c•�L LUa/C'[t Pr v /-/N1S/7f/NL ,,Moe D . Sot• r 7-Ae �? ��.�►e GS 36 F C.Z' i4 F G i jt -64,L 04 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 Applicati n TOWN OF SOUTH WINDSOR PERMIT# 44 5& BUILDING DEPARTMENT — APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 3ff�� 644-2511 ext. 230 Date gilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F:Tenant CCeev `^,4F$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT L2 y &!!3 (`7-Q7�/e APPLICANT ADDRESS APPLICANT PHONE# O W N S F OWNER LO cJ 6;,,5 Ta �J _ � -44 OWNER ADDRESS o7 S COf e— 1-4`0 o E" OWNER PHONE O ESTIMATED COST$ y'CO .� IS THIS A CONTRACT COST? _Yes _jzNo FEE ENCLOSED$ /.�.✓ S O�� TYPE OF JOB: R-C _New Installation --Alteration/Addition/Repair ` q APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF)SYSTEM: TYPE OF UILDING: 12 HEATING CWkESIDENTIAL ❑A/C ❑COMMERCIAL 0 VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. U41YDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE 3 OF INSIDE�°F DIFFERENCE� F TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT CLUDING MAKE&MODEL NO.) eD hY.( Aezr GROSS HEATING CAPACITY(INPUT—BTUH)�3� NET RATING(OUTPUT—BTUH) zjl' elnc' TYPE OF FUEL LFOIL—GPM OIL TANK LOCATION :U INSIDEO OUTSIDE CAPACITY —�Uo f"SL ❑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. ? �T&E STATE SIGNATURE OF APPLICANT �i./ "'ti DATE .f—,p G -Q70 o Electric # APPLICATION FOR BUILDING PERMIT Plumbing# Date: /OL &os HVAC # 25 Green Lane Let 3 Sprinkler# FINAL R E0010" SIGN Estimated Cost $ ` � PermitFeeBuildingrl ! v� �'� PLETE RED BOXED AREAS Enginee ' YPE OR PRINT ONLY Occupancy Fee $ 14Affidavit Eng. Insp. Fee $ Appr. for C 1 ON REVERSE SIDE / Total Fee- - -- TO THE BUI D NG DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant .Ln i A �`[�,r� Location of Work�S ,i-e.er• 6,-ram S- 4.�1� S Tot No. Applicant's Address_,-_ �� 6—f e.--n L ,o Tel.# !o 1/y Town S \J I - S r_% Zip Lic.# Owner Lo Lo u 1 s _ I,as fo n s Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit 1 a k aU` ��Este,'' 'nkL City Watero Well❑ Septic System❑ Sewero Ins: HO SP Cert. Are Basement, Garage Approved by Date/2_ - � Use Group _ Construction Type 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 building and its use is allowed. Si I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 1 • Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •*-32132-B 4,000 B10 FINAL 11/15/05 JFF A LEFT APPROVAL NOTICE APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE�D�H A RESIDENTIAL BUILDING PERMIT APPLICATION? GTYES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY El ASSEMBLY 'cESD.�.�.'"�/tL. tJ.df,.�•I�,r� ❑MERCANTILE ❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ,! /`�� ,�S n'I T - ✓�� . e ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION "go 4 SIZE OF MAIN DRAIN NO.OF TOILETS 1 STYLE 9C--)-"1NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES -� NO.OF CONDUCTORS SIZE NO.OF STACKS -3 SIZE AREA OF ROOF NO.OF CATCH BAS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES 121 KIND EJez T'w-ti ARE TOILET COMPARTMENTS VENTILATED-TO OUTER BY A WINDOW ❑YES [YNO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR %00 SIZE OF DUCTS `f SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK LL .' THRc�I'I? /9,DdeO Ui L `22„ 1av-4ro,,r `/ /fp IT«77,: &,Mf> ,' T'Hr UNDERSIGNED HrREBY APPLIES R A PERMIT TO PERFORM THE WORK DESCRIBED 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 4�� DATE S 20 ' OU 7 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT # Application is he TOWN OF OF SOUTH WINDSOR PERMIT BUILDING DEPARTMENT PRO 1540 SULLIVAN AVENUE Bldg. Permit# /d 644-2511 ext. 230 Date uilding inspector Application must be printed or typed FEE SCHEDULE Location of Job: F;YenantDesignation L A nt ic $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. n APPLICANT - Ln y �95 7-,IA//- APPLICANT ADDRESS o2 G4 e e G 'A Alf- ,<,-� -)4 1, ;y" 11), v-1-Is/c 7 41 APPLICANT PHONE# O W N 3 F,q OWNER Z 0 u < OWNER ADDRESS r OWNER PHONE S a - G v Y- 4r [� C r ESTIMATED COST$ ' / too D +� IS THIS A CONTRACT COST? _Yes /No FEE ENCLOSED$ S oly� TYPE OF JOB: OR C _New Installation Alteration/Addition/Repair Revised 4/01//2002 � d g9� APPLICATION FOR BUILDING PERMIT Electric # 7� `� Plumbing# 1:26 25 Green Lane Date: HVAC # Sprinkler# FINAL R 31552 ---- — --_-_ Estimated Cost $-��-�- - - - ---- . Building (� COMPLETE RED BOXED AREAS Permit Fee $ Engineers TYPE OR PRINT ONLY Occupancy Fee $ / Affidavit Eng. Insp. Fee $ -- - - - Or Appr, for Co � SIGN ON REVERSE SIDE 4 � 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 -O L. 6 A S 0 n 9,— Location of Work--A ' 15§�,-g GrecZ.N Lot No._, Applicant's Address S C re-e r, L Tel.# Town 5v L>4-k 1-j#d A S a - CT Zip O O Lic.# Owner S rt - Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 1%k I N ()A S.en-� — gJt ./iJn d 1 Li Ai w0� City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO S Cert. Area Basement Garage Approved by ' Date G Use Group Construction Type Rwlsed A102 1 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. Sig rid ./ •.�/ti`� I hereby apply for a Certificate of Occupa y for the work described in this application for the permit. Sig DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS t ^f 10 Sr4 C A Town op south `d• 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 J Solt-co�� TELEPHONE (860)644-2511 July 29/20`08 I� Louis & Louise Bastone C.9 L� 25 Green Lane ��'� ��- ro`✓1' ;e�� South Windsor, CT 06074 �-Y-�2 1 w o : Dear Mr. 8� Mr B tone: L 6 �- 0? Re: Open Permit#31552 , It has come to our attention that there is an outstanding building permit dated April 7, 2005. State Building Codes require the issuance of a Certificate of Use prior to using the proposed finisKed basement. Please contact our office for a final inspection. // All permits should be closed by August 29, 2008. Should you have any problem meeting this date, please send our office a letter stating the reasons. If the proposal is being used without the benefit of a Certification of Use, a caveat may be placed in the land records stating a Building Code Violation exists on your property. Please call Alice at 644-2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. Very truly yours, Christopher4uLgan Chief Building Official CJD/pmm Enclosure i y Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •«-31552-B 1,500 B09 OTHER 11/16/05 JFF OWNER CALLED BASEMENT IN PROGRESS B09 OTHER 04/03/07 JFF WITH OWNER WENT OVER REQUIREMENTS FOR VENT SEWER EJECTOR B03 FRAMING (ROUGH) 05/14/07 JFF A WITH OWNER E03 ROUGH 05/14/07 JFF A WITH OWNER P03 ROUGH 05/14/07 JFF A WITH OWNER H03 ROUGH 05/16/07 JFF A SPOKE WITH OWNER HEAT LOOPS WERE TESTED BY OWNER AND PLUMBER B04 INSULATION 11/20/07 JFF A WITH OWNER B09 OTHER O8/07/08 JFF A OWNER CALLED WORK IN PROGRESS B10 FINAL 12/05/08 JFF A WITH OWNERS OK FOR COFO L- I Version#78.2-1 PIL NAS 08/21/ 19 August 21,2019 RE: CERTIFICATION LETTER Project/Job#JB-0605556-00 * 4 � z Y Project Address: Musco Residence 25 Green Ln ;Z.-o No.31194 2 South Windsor,CT 06074 %90,'•�/C SE�'•��:� '�. FS,• •EN ,. G����. °'� s/GNAT AHJ South Windsor SC Office Hartford STRUCTURAL ONLY Design Criteria: -Applicable Codes=Structure:2015 IEBC w/CT Amendments;PV:2015 IBC w/CT Amendments,ASCE 7-10,and 2015 NDS -Risk Category=II -Wind Speed=125 mph,Exposure Category C,Partially/Fully Enclosed Method -Ground Snow Load=30 psf -MP1:Roof DL=12 psf,Roof LUSL=27.7 psf(Non-PV),Roof LUSL=15.1 psf(PV) -MP2:Roof DL=12 psf,Roof LUSL=27.7 psf(Non-PV),Roof LUSL=15.1 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.178<0.4g and Seismic Design Category(SDC)=B<D To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturers specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Installer shall verify existing roof framing is in suitable condition and does not exhibit any signs of structural damage which may diminish the capacity of its members or connections prior to commencement of PV installation.This inspection is required because the home was not entered and the attic structure was not reviewed prior to the structural evaluation performed for this report. II Digitally signed by Jason Toman Cr7E)� Date:2019.08.21 16:20:53-07'00' �""�"�'� l•TI' '"' M� sM.a.rl e.wlMa �i r tp ONr Flu t�v �11 -rllr� paprrw so tM 1A4/eP�O swa•Ms., tpr�r,INr. pw u.Pa MNI own 0 eat v1 s"!Q— V—ddo M wW Will Dews* -11d1md ( Y p Muse^! ur1 ps* V4090 111- 0141 10 ftwWjb SUPft1 a+uainge 9*1 h pmoM " a,"n 8"W" •• . •moat *lose Pie 111"PHw$ our*s IIQ f4wk ow t-v 1 pus 10+10(4la►WN )60 uollrolp"o 441A M4i"esla.Inc. T = 5Ln "s N awaw •< < ta+•.ullr ... - ..,4 iaseQwd oMi W t+jQOc •rrs0aparoc �,•� 4�.• •ra►v�l ..+uw?n�. •a •�r1�J' tt!!1 s.�J� �� .�. � •. • .rt.• �.� M.4 k�f� Y •F '.. .7.1 A�. .•. .I: f r� L.l• .1�' w �-� ' ail• .�1:/: \� '~ilI 1 4�7 G'•.• Version#78.2-1 PIL NAS HARDWARE DESIGN AND STRUCTURAL EVALUATION RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Confi uration Uplift DCR MP1 72" 24" 39" NA Staggered 60.7% MP2 72" 24" 39" NA Staggered 60.7% Portrait Hardware-Portrait Modules'Standoff S ecifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 20" _ 65" NA Staggered 68.2% MP2 48" 20" 55' NA Staggered 68.2% Mounting Plane Roof Pitch Qualification Results (Degrees) Member Evaluation Results MP1 40' Member Impact Check OK MP2 40' Member Impact Check OK Testa,Inc T = 5 L n 8/31/2020 ,•.M Town of South Windsor Planning Department 1540 Sullivan Ave South Windsor, CT 06074 Home Occupations(Minor) 25 GREEN LN South Windsor,CT 06074 • Location of Business:First Floor • Business Description:Online seller of herb presses Flame . "?SS Cc.nnCzJC-rs By receiving this pvnrAt the reci i n gives consent to searches and insMdons as required and shall operate in accordance with the regulations of the South Windsor Zoning Rggulations• OA A. August 12, 2020 Pamela Oliva,Zoning Enforcement Officer DATE SIGNED ""PERMIT ONLY VALID IF SIGNED BY ZONING OFFICIAL"' Electric # _ _ APPLICATION FOR BUILDING PERMIT Plumbing# ___ r� HVAC# �J C-1 rP en Lr\. Date: Sprinkler# t C Estimated Cost $ 17-41— FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Engineering Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. ► SIGN ON REVERSE SIDE Total Fee $ '2. TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: ck -76,9/aY Applicant ,Location of Work Lot No. Applicant's Address + Tel # [ +� "53 Town NG Zip 106 Lic.# Owner Architect Owner's A ress Architect's Address k-A l/1 fl l Zip c—IC e re:3:2� Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit City Water J Well J Septic System J Sewer Ins: HO SP fbCett, Area Basement Garage Approved by ` Date • ti-1 Use Group Construction Type G,I O-)oo ) 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 a plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the prop distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the ork ribed in this application for the permit. Signed ___ DO NOT WRITE LOW T INE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/08/22 Printed by Middleton, Morgan 11 49:01 INSPECTION: 121475 FINAL PERMIT: STATUS APPLICATION: 201902007 LOC: 25 GREEN LANE SOUTH WINDSOR PROPERTY ID: 38300025 OWNER: MUSCO JOSEPH A & MARY CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL 39 ROOF MOUNTED SOLAR PANELS WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 12/27/19 AM COMPLETED: 01/30/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION O1/30/20 DOUG PASS E010 ELECTRIC FINAL ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED AC ALTERNATING CURRENT POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY DC DIRECT CURRENT SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH EGC EQUIPMENT GROUNDING CONDUCTOR ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY Imp CURRENT AT MAX POWER WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING kVA KILOVOLT AMPERE OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT JS7hee COVER SHEET SITE PLAN STRUCTURAL VIEWS Sheet 4 UPLIFT CALCULATIONS • Sheet 5 THREE LINE DIAGRAM LICENSE GENERAL NOTES • Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2015 IBC AND 2015 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH a THE 2017 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: South Windsor REY A NAME DATE COMMENTS s s s s s s UTILITY: Eversource Energy (CL&P) s CONFIDENMAI- THE INFORMATION HEREIN joB wmBm J B-06 0 55 56 00 ` CONTAW SHALL NOT BE USED FOR THE Joseph Musco 12.285 KW PV ARRAY Mike Haugan BENEFIT OF ANYONE EXCEPT TE9.A INC,NOR M � T = 5 L n SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—insert 25 Green Ln PART TO OTHERS EXCEPT 14 THE RECIPIENT'S VM Maws.. South Windsor CT 06074 THE SAWlANILEnANINID�OF THE (39 Hanwha Q—Cells # Q.Peak DUO BLK—G5/SC315 P U OF TS THE " "`�1Qt 8602051579 PAS NAIL' 1 0 8 21 2019 SOLAREDGE SE1140OA—US—ZB—U COVER SHEET / / PITCH:40 ARRAY PITCH:40 NUMBER OF LAYERS OF COMPOSITE MP1 AZIMUTH:198 ARRAY AZIMUTH: 198 SHINGLE: 1 MATERIAL:Comp Shingle STORY: 2 Stories 08/21/ 19 PITCH:40 ARRAY PITCH:40 MP2 AZIMUTH:108 ARRAY AZIMUTH: 108 MATERIAL-Comp Shingle STORY: 2 Stories • No.31194 Q X. EN5 810NAI.ENG.�`�. 'rrrr4nnnu���` Or D STRUCTURAL ONLY J Digitally signed by Jason Toman AC Date:2019.08.21 16:21:19-07'00' M Ladder LEGEND Inv Access Q (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS e © AC DISCONNECT & WARNING LABELS F DC JUNCTION/COMBINER BOX & LABELS MPl D DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER N Rso RAPID SHUTDOWN a. E Q STANDOFF LOCATIONS ZU T CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED Front Of House It 11 INTERIOR EQUIPMENT IS DASHED L='J (E)DRIVEWAYLadder SITE PLAN N Access 25 Green Ln Scale:1/16" = 1' 01' 16' 32' W MITI 5 CONnoo+TuL-THE INFORMATION HEREIN 139) NXaI m J B-0605556 00 CUSTCh t DESCPoPTIM DE%N: SAT °or SHALL ANYOINOT BE EXCEPTUSED TE FOR INTHENaRa�TTniccsTsmc Joseph Musco 12.285 KW PV ARRAY Mike Haugan SHALL IT BE DISCLOSED IN*aE OR IN S Comp V4 w Flashing—Insert 25 Green Ln T 5 L n PART To oT►fRs ouTswE THE REC�IENrs axEs South Windsor CT 06074 ORGANZATION.EXCEPT N CONNECTION WTH THE SALE AND USE OF THE RESPECTIVE Hanwho Q—Cells Q.Peak DUO BLK—G5 SC315 SHEET'TESLA EQUIPMENT,WTHOUT THE WRITTEN Iflum t PACE NA►XE RM. DAIE. PERMISSION OF TESTA INC. SOLAREDGE # SE1140OA—US—ZB—U 8602051579 SITE PLAN 2 a 8/21/2019 S1 08/21/ 19 (N) PV MODULE No.31194 'Q '',�9�ic`• NSE� '� SS�ONAl.E�G. (E) MOUNTING PLANE (MP) '-- it mWO STRUCTURAL ONLY Sv TYPICAL PV SIDE VIEW NITS PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. --------- --- -------- ZEP MOUNTING BLOCK (4) EATTACH FLASHING INSERT TO LOCK AND ATTACH ZEP FLASHING INSERT (3) (2) ERNTING BUSING LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT SEALANT O ETVENLY OVER, WHICH THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP [(4) OF MOUNTING BLOCK & (E) RAFTER SECURELY FASTEN WITH BOLT. #-0m9miF:T TND ORMATIFM N mNm JB-0605556 00 Joseph Musco 12 285 KW PV ARRAY Mike Hau 9 BMT OF ANYDNE EXCEPT W"INC..NOR MDWNTNB SYSTE1t an T . S L n SHALL IT BE DISCLOSED N WW OR IN ZS Comp V4 w Flashing—Insert 25 Green Ln PART TD OTHM afISM THE RECIPIENT'SORGANr wrpuEs South Windsor CT 06074 THE SALVE AND TIM EXCEPT O THE IN�EECTNE (39 Hanwha Q—Cells /Q.Peak DUO BLK—G5 SC315 TESLA EQUIPMENT.VATHDWT THE MPoTTEN INVOGER PA( NAME SHEEP REM DAIS PEMASSICIN OF TESLA INC. SOLAREDGE # SE1140OA—US—ZB—U 8602051579 STRUCTURAL VIEWS 3 a 8/21/2019 08/21/ 19 L z x ,p'• No.31194 Q 0ic`•...CENS..O:��11v4V`: ,!Deaf.Spec&Design criteria STRUCTURAL ONLY Design cod. „SCEJ 10 knwtarm Factor 1 1 UtIr ate Wind Speed "t 125 FIB 1609A Ergowe Category C Section 2V Maud Snow Load log 30 Table 7-1 MP*Wft Deem information MP Norm I1P1 MP2 Roofing Comp Shingle Came Shingle Standoff ZS Flashing-6e4irtt ���� Pkdr 40 40 S AL. PY 15.0 Pet 15.0 Per SL t Nan-PV 27.7 pef 27.7 pet Standoff*cN and Layout MP Nam mn W2 Landow"X—spacing 7Y 72' Landed 24• 24• X-ContN+s Lon4mope Y-Spacing 3r 39• Y-Cmtkw - Pat oit X—spa Ale W Patait X—Cmtkw 2o• 20' Portrait Y-Spochq 66• 66• Portrait Y-Contlew - Layout Staggered staggered X and Yore mmdrrerm that are always relative to the etuctre frmrtq that s pparb the PY.X Is aaoa rafters and Y Is along raRen. CONFIDENTIAL-THE WORMATICN ► J B-0605556 00 CosiaEx DESMTM DESX7b �AT OF ANYONE EXCEPT�suINT-," MalNU SySmc Joseph Musco 12.285 KW PV ARRAY Mike Haugan T SWU n BEDMOSED IN MOLE OR IN ZS Comp V4 w Flashing—Insert 25 Green Ln 1 5 L n PART TO OTHERS CUM THE RECIPIENTS twouFs South Windsor, CT 06074 ORGANIZATION.EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE TESPECTWE (39) Hanwha O—Cells I O.Peak DUO BLK—G5/SC315 REY DAM' TESLA wHnEN tNwx►rx 8602051579 PACE N� 4 a s 21 201 SOLAREDGE SE1140OA—US—ZB—U UPLIFT CALCULATIONS / / 9 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number.G404OB1200 Inv 1: DC Ungrounded INV 1- t SOLAREDGE/SE1140OA-US-ZB-U -(39)Hm.aw a-Cells/a.Peak DUO BLK-G5/SC315 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.882867542 Tie-In: Supply Side Connection Inverter 1140DW,24ov,97.5% w/United Disco and ZB•AFq Pv Modde; 315W292.2PTC,40MK Black Frame,MC4,ZEP,1000V Underground Service Entrance INV 2 Voc: 40.29 Vpmax• 33.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 SolarCity (E) WRING CUTLER-HAMMER SOLARGUARD Disconnect METER 5 A 1 To 120/240Y 7 1 1 1 6 SOLAREDGE AoC• t�SERvSE B 60A SE1140OA-US-ZB-U � MP2,MP 1: 1x13 C I EGC ---------L A - Q ------- --- ---- 2 3-- �, � r-------------- 20OA/2P s � I DG- (E)LOADS GNo cNo _ EGc� __ DQ I 4 DC MP 1: 2x13 -- --- ------------------------- GEC N DC- DG- �• (1)Conduit Kit 3/4'EMT I N I I I I � 1Ntt Nw-Jtn06 NttrF. to'Rtll oe saFc:t I � I1111111pillis egrtNlfed ih+: :Yrt►+4o Iekst ap+aNlsarYnee etM tfaer --- - GEC♦ W etnw i�4yw2 ho::iilaQ oe alee/IIYNs r M jilfsalk I I II�e 1 4046te»:I with amnnO."rt� eta2sA N4 aFI>ILeetlo• 'me I I jiiad with Dtaw end t +.i.^M !c cornOry Yi14 Ott Swldtns and $tot- :ere a^i surer ardere to ehMll D• 1 ;iles.,ed ►y th& Dui,_?y �:d.�r*+veM 6itrUtls Dilift4e+wr 1 ,Rf this 400kaW.1 :a4 :'s..•` ►.?aalme of to Ughake I peewit. p10na0 AC DISCO LOCATED NEXT TO UTILITY METER hie Plan to ve.prr^a to the Paerettl17o tIM4 Orders and oralnrwa.•a raau,atins buD Shia Ctmll be •bw�pr/ed rdh. CD hpPY6Vad Tma died tCZ awlimnit laspect''oe�� C" 9 Voc* = MAX VOC AT MIN TEMP OTT (1)Gr d Rod B (1)CUTLER-HA1�ER/DG222NR8 A (1)Solay!4 k 4 STRING JUNCTION BOX l 5 '//x 8, Dixomat; 60A.1240Vae,Fusible,NEMA 3R AC UNFUSFlf GROUNDED,Block DC -(2) .tan CPlercirii Pc -nectar, Main 4 4.T 5-14 -(1) Ground eutrdt Kt°G16o°0N1 ODA,General Duty(DG) `, Mal9 P V (39)SOLAREDGEJ P400-5NM4MZM S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLERR Fuse It /OS16FK Powereox fmizar,400W.ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC Class R Fuse Kit -(2) Fuse; AAt�-Class RK5 PV BACI(FEED OCP C (O LOCUS ENERGY/LGyatel20-3GX-C1GBC MeterWatt-hour,Sk4o Phase,60 Hz,NEMA 3R -(1)COOPER /B-Line Meter Socket 011 Meta Socket; 125A,4-14AM Ring Type �r (I)AWG/6, THWN-2,Black 1 AWG/6. THWN-2,Black 1 AWG ft THWN-2,Block Voc* =500 VDC Isc=30 ADC [[77"" 2 AWG/10, PV Wire,600Y,Black Voc* =500 VDC Isc =15 ADC O Lv l-(1)AWG�.THWN-$Red © :(1)AWG/6, THWN-$Red ®ff(1)AWG ATHWN-2,Red Vmp =350 VDC Imp=23.1 ADC O (1)AWG i1% Solid Bore Copper EGC Vmp =350 VDC Imp=11.55 ADC (1)AWG/6,THWN-2,White NEUTRAL Vmp =240 VAC Imp=47.5 AAC (1)AWG po.THWN-2,White NEUTRAL Vmp =240 VAC Imp=47.5 AAC (1 AWG/10, "/THYM72,.Creen. EGO,.(1)Conduit.9.3/4'EMT... . . -(1)ANi6,,Solid Bare.Copper. GEC. -(1)Conduit,Kit,3/4'EMT, -,(1)AN/B,1HWN-2,,Green EGC/GEC,-(1)Conduit,M.3/4'.EMT. 0 AWG#10,1HWN-2,Block Voc' =500 VDC Isc=15 ADC (2)AWG/10,PV Wire,600V Black Voc* =500 VDC Isc=15 ADC A O (1)AWG 110,THWN--2,Red Vmp =350 VDC Imp=11.55 ADC O (1)AWG/1%Solid Bare Capper EGC Vmp =350 VDC Imp=11.55 ADC (1)AWG 117q 1HFN/THWN-2,,GYeen. EGC-(1)Conduik Kit;.3/4'Eli (2)AWG#10.PV Wire,600V Block Voc* =500 VDC Iec=15 �7 ADC (,3)rui-(1)AWG/10.solid Bare Capper EGO Vmp =350 VDC Imp=11.55 ADC CONFIDENTIAL-THE INFGRMATICI N HEREIN Joe m Bm J B-0 6 0 5 5 5 6 0 0 CUSTOMER DESCRIPTION; DESIGN: TCONTAT O ANYONE EXCEPTS �FOR �w� Joseph Musco 12.285 KW PV ARRAY Mike HauganBENE T SHALL IT BE DISMOSED IN WHOLE OR IN ZS Comp V4 w Flashing—insert 25 Green Ln 1 5 L n PART TO OTHERS OUTSIDE THE RECIPIENT'S tpouEs South Windsor CT 06074 ORGANIZATION.EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (39) Hanwho Q—Cells # Q.Peak DUO BLK—G5/SC315 �s ON OF T'HE 'N 'SOLA 8602051579 PACE KALE- SHEET. RM. DAT- 5 a 8/21/2019 SOLAREDGE SE1140OA—US—ZB—U THREE LINE DIAGRAM + ' � � u a • ;• ' � s , n . � �. )� 1 ♦ 1 � 1, , i •' � s i � � ' �� ♦ r i I I I I I �. �; ,. .i y:�. i r;• I '1' CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 25 Green Ln UTILITY SERVICE r_ I I 1 � 1 J J AC J r DISCONNECT ; 1 I I 1 I 1 I � INVERTER AND DC DISCONNECT I SOLAR PHOTOVOLTAIC ARRAYS) I L--------------------------J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0605556-00 CONFIDENTIAL- THE INFUNATIM HEREIN io w3m J B-0605556 00 a,sra� DESDESCRIPTION: DEsat CONTAINED SHAL TAINEL NOT BE Usm FOR THE Joseph N Joseph Musco 12.285 KW PV ARRAY Mike Haugan T — 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC.,NOR IIOU W SYSIEIt SiAu IT BE DISCLOSED IN NiolE OR IN ZS Comp V4 w Flushing—Insert 25 Green Ln PART M OTHERS OUTSIDE THE RECIPIENTSs South Windsor CT 06074 ORGANIZATION.EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE (39) Hanwha Q—Cells # Q.Peak DUO BLK—G5/SC315TESLA PACE THE WaTTE14 NA►Ey SS+ON I 8602051579 6 a 8/21/2019 SOLAREDGE SE1140OA—US—ZB—U SITE PLAN PLACARD WARNING'PHOTOVOLTAIC POWER SOURCE Label Location: WARNING WARNING Per Code: • ELECTRIC, SHCCK HAZARD Code: • ELECTRIC SHOCK HAZARD o• NEC 690.31.G.3 DO NOT TOUCH TERMINALS NEC '• THE DC CONDUCTORS OF THISNEC ' •- •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS iN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECT •' NEC .•0 LabelLabel Location: • PHOTOVOLTAIC SYSTEM MAXIMUM POWER Per Code: POINT CURRENT(ImpPer Code: SHUTDOWN NEC MAXIMUM POWER- POINT VOLTAGE tVm�. _ 690.53 A;IAXIh1UM SYSTE'l'_ Label Location: VOLTAGE�`! SHORT-CIR ..i _ CURRENT;Is• WARNING '• Code:Per iN rERTER OUTPUT CONNECTION LabelNEC 690.64.13.7 . DO NOT RELOCATE WARNING Per THIS OVERCURP.ENT DEVICE Code: NEC ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATE" ' NORMALLY GROUNDEQ CONDUCTORS MAY BE NGROUNDED AND ENFRG�ZFDLabel Location: CAUTION '• Code:Per NEC 690.64.13.4 PHOTOVOLTAIC SYSTEh.' CIRCUIT IS BACKFED Label • • Per Code: NEC 690.17(4) WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS Label • • LOAD SIDES MA BBE ENERGIZED CAUTION IN THE OPEN POSITION DUAL POWER SOURCEPer Code: QC VOLTAGE IS SECOND SOURCES NEC •, ALWAYS PRESENT�NHEN PHOTOVOLTAIC SYSTEM SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • PHOTOVOLTAIC POINT OF (POI) .• • • INTERCONNECTION Code:Per PHOTOVOLTAIC AC NEC WARNING ELECTRIC SHOCK •• ••, • ��• HAZARD DO NOT TOUCH DISCONNECT TERMINALS. TERMINALS Onnect N Conduit NEC •• BOTH THE LINE AND LOAD SIDE Combiner '' MAY BE ENERGIZED IN THE OPEN (D): Distribution (DC): DC Disconnect POSITION.FOR SERVICE DE-ENERGIZE BOTH SOURCE AND MAIN BREAKERInteriorConduit Label • •n: (INV): Inverter With Integrated DC Disconnect MAX r '• MAXIMUM AC A (LC): Load Center OPERATING CUFFPer Code: M: Utility Meter NEC OPERATING CURREN` MAXIMURI AG • MAXIMUM AC _ OPERATING VOLTAGE • OPERATING!'OLTAG V • ofInterconnection Label solar - - Single Phase Inverters for North America solar i • SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US! SE760OA-US/SE10000A-US/SE1140OA-US SEWMA-US I SOMA-US I SESOOOA-tIS_I 4i006A-t1S SE7600A-US I SE10000A-US SE11400A-Us� OUTPUT ----- --- -- - 9980 @ 208V SolarEdge Single Phase Inverters . Nominal AC Power Output 3000 38W 5000 6000 7600 '....;�D 208 V. 11400 .......VA Max.AC Power Output 33W..... ... 4150 5400 @ 2081r 6000 8350 10800 @ 208V 12000 VA For North America AC��;,oltage Min.-Nora:-Mar� 14�.................. .................A"�.@�,W.............................. 183-208-229 Vac _ SE3000A-US/ SE380OA-US/SE5000A-US/SE6000A-US/ .......Min.-......Max.... ................ ................................................ .................................. ................... ......... .......... . AC Output Voltage Min.-)lore.-Maz!m � � � Of OF SE760OA-US/SE10000A-US/SE1140OA-US ?...... -264vx M F AC requency ln. M-tom;- ax.w...... ................ .................................59.3-60-60.5 Hz Max.Continuous Output Current 12.5 I 16 24 @ 208V 25 32 @ 208V 47.S A ........................ ................ .................21.0.1!W................... ...................411@�44X... ............................. GF01 Threshold 1 A ........................................... ..................................................................................................................................... Utility Monkorlrtg Islarding Protection,Country Configurable Thresholds Yes Yes INPtR aierter Maximum OC Power(5TC) 4050 5100 _6750._._.. ._._ 8100.. ....10250...•_...•.13500...... .....15350_... W..... . .. ........ .. ......... ............ . .. .. .. . ... ...... ...... .... . G ..... ..... ............... .. ..................... . ... Ma...Input.... ._.. .. ...................................5..0...0.. .......................5... .. ...... ............ ... ............ ....... ... ... Vdc t - * Nom.DC Input Voltage.... .. ... 325 @ 209V/350 @ 240V. ....Vdc. w � Max.Input Current) .. .... .9.5 .... 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc (..�... ...............1.::::.:::.:::::I:.�0; .z,�;..:1.........:... .I.... :: ::::::.:I:: :5 x;��...........: :.: : :::: ::: :: Max.Input Short Cimmit Cwn!nt 45 ..Adc... ........ ....... ........................................................... ............................................................... "i Reverse-Pola!itY.Protettbn....... Yes ....... ...... ....... '• Ground- ionFauk Isolat Detection. 6OMa Sensitivity... ............................ ....... .... ..... . . .. "''-. "� •`....:•. �„ .�",,, ', ^-...... --- ..Maximum Irwerter ERkkngr. ...... ....97.7... ...98.2... ...98.3.... ...98.3 98 98 98 % .. .%.. . 97 @ 208V CEC Weighted Efficiency 97.S 98 � 975 97.5 5p 97.5 % ........ . .. ... .. . ............. ...97R 2 . ... ... ...... ..... . ........ ... .. ............. ........... Nighttime Power Consumption <2.5 <4 W . ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Ethernet Zig6ee(optional) --- Revenue Grade Data,ANSI C12.1 OptionaN Rapid Shutdown- EC N 2014 and R 2017 690.12 Rapti Shutdown upon AC Grid DfsconnecM1 STANDARD COMPLIANCE Saletp UL3741,UL3741 SA,•LJL16996,CSA C22.2,Canadian AFC]ac...... to T.IA.M-07 .. ,.._ . .................................. ..... .......................................... Grid Connection Standards IEEE1547,Rule 21,Rule 14.(NI) ............. ................ . Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit sift/AWG range_.. .._•,...,••...._..-•. 3/4'minimum/16-6 AWG 3/4'minimum/8-3 AWG- �DC input conduit sift/8�of strings/ �•-���.. . 3/4'minknum/1-3 strings/ AWC�range.................. 3/4'minimum/1-2 strings/16-6 AWG Dimensions with Safety Switch........ .................... ..30.5 .12.5 .7.2/.................................................30.5 z 12 5 x 0.S�........... i.... . . . .. .,.. . 305z12.Sx7.2/775x315x184 lHx.+!r719)........................... ................................................................7?s..43.s x 140............b/kg.. 1.Weight with Safety Switch............. ....... .51.2/23.2 .. ............54.7/,24.7.. ..... .... ..............-.88.4/.40.1.............lb/kg/. ... . ` Natural convection Coding Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ....................................... ................................................................... .!fRl?49?Akl...................................... ........... Noix <25 <50 d8A Specifically designed to work with power optimizers Miin.-Ma:.OperariiKremperaiuie 40/- .to+6 (- .. . ilabl . /'C Superior efficiency(98%) Protection . ..............................-13Lor140/-25to+60��+6oversionavailat........... .... .. F�..... Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12 Ra • • ....... • ..• •..•••.. ...................... • ••.•• •••••• ......• •• • • w For aNer repo,w reOW 0-c "d sa«cae sNPWt UL1741 SA certified,for CPUC Rule 21 grid compliance MA�erCu vse tI-enWbed;theIft-�wR nR mwl,Ry�t ttOthe"I"st,w. OMWMle 0ed.imol~Pile:SLomA-US000NN R2 Iron 76"imerYr_%7601AVS002NNR21. Small,lightweight and easy to install outdoors or indoors on provided bracket I40-Ion PIN SE-A4.0SO NNU4 if.,76000if-e,SE76C0M1S002NNU4) d P/Ns SEm A uS0-h-M....I R.VA Sh.td-m nor NEC 2014 compl-..-;NEC 2017 compliance-red d-hMaNatlonl Built-in module-level monitoring Internet connection through Ethernet or Wireless Fixed voltage inverter for longer strings Optional-revenue grade data,ANSI C12.1 USA CANADA-GERMANY-ITALY-FRANCE JAPAN CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA www.solaredge.us • solar=ee z solar=ee SolarEdge Power Optimizer - Zep Compatible TM Module Add-On For North America P400-ZEP SolarEdge Power Optimizer - I P3>O0-ZEPPWW-cWPVn=&dft) NW-ZEP(brn&%CdW=MWINPUT I TM ..R.ated.l.n.p.ut.D.C.p.owe.r.'.'J.......... .................... ....... ............... .......I.............4�.................. .. .. ..W Zep Compatible Module Add-On Absoll.ute.M.axim.urn.input Voltage(Voc at lowest 48 80 Vd.c ..temperature) ........ ... .. * . . ..... .* . .. ........ ..... ..... . Mpp-roperating, Ra ve - For North America P300-ZER P400-ZEP • M .......................... 9- 830.................10.48 . .... Vdc OmumShp!M�ir �_. .nt(Isc)....... ............................. .............. ......... .................... . . Adc Maximum DC Input Current 12:5 12.63 .. . ..... A-.c .. . . .. ... .. . ... ... ........... . . ... ..... ..... . . ....... ...0...... Maximum Efficiency 99.5 % ........... . ... ... .... .. 98...'*. ...... ......................*.... .... ....I...... • Weighted Efficiency % . ..............I.................................. ...... .................. ........ .. ....... I....... ........................ ..... Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current . � ., �...... .. -------- IS......... ...... ........... Adc ............. Maximum,Output voitage** -1 60 vdc OUTPUT D11.1111111110 STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _Vdc Safety Output Voltage per Power Optimizer STANDARD COMPLIANCE • EMC FCC PartIS Class 6,IEC61000-&2,IEC61000-6-3 .... ........I..................................................I..............I.................... .... .... Safety IEC62109-1(class 11 safety),UL1741 R oN S Yes INSTALLATION SPECIF"TIONS Maximum Allowed.systerr Voltage........... ......... ............ ........ Vdc ........... ...............r....... .. . .. . .. ..... Dimensions including mounting bracket lWxLx4 128 x 196 x 27.5 5 x 7.71 x 1.08 128 x 196 x 35 5 x 7.71 x 1.37 mrn/In ....... .... .. ....... .......I.......... .... Dimensions excluding mounting bracket lWxLx4 128 x 152 x 27.5 5 x 5.97 x 1.08 128 x 1S2 x 35 mm/In S x S.97 x 1.37 ............................. .......I.......I......... .1....... ...I........................................... .............. ................................ .............. Weight(Including cables and mounting bracket) 720/1.6 840/1.9 ......... ...k; .............................I...I... .............. ..... ... ........... ..........................L....... ...... .......I.......I.........I Input Connector ........ ........... ....... . ................... ... ..MC4.C.omPati!Ae...... ............................... ........... ........ .. Output Connector Double insulated;MC4 Compatible .............. ................................................................. .......I........ ........*.........Output.Wire Length.......... ............................ ..................0..%./.3.0.................. ..........L.................. ...............I. .............. Operating Temperature Range ..................... .... ...................4.0.-.+85../L-4.0'-'.+1.85................................... .....C./ F.'. .... Protection ion Ratin.. IP68/NEM. A 6P ..I .... ....... ... .......................................... ... .......... ............................. . ..................... .... ...... Relative Humidity 0-100 % ..... ............... ......... .................... .............. 01 RaNd M Jpow of tM mdul..Moduk of up t5%p.—bd.—.WMd. PV SYSTEM DESIGN USING A SINGLE PHASE SINGLE PHASE THREE PHASE THREE PHASE SOLAREDGE INVERTER44 HD-WAVE SINGLE 480V Minimum String Length(Power Optimizers) 9 10 18 ............................... ........... ...........................I......... ... ... ..... . . Maximum String Length(Power Optimizers) 25 2S 50 �.................. ..................I................. .......I........ . . . ........... Compatible with Zep Groove framed modules Maximum Power per String 5700(6000 with 5250 6000 12750 W — Certified Zep Compatible"bracket — Mitigates all types of module mismatch losses,from ....... ......................................... .....SE,76.00H-US) ... ......... — Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Yes labor and mounting costs — Flexible system design for maximum space utilization Orientations ...... . . .. .... .....I................................... . ......... ....... MFwdet.ftd s"WA—Mon mkv to: P0 — Power optimizer equipment grounded through the bracket — Next generation maintenance with module-level monitoring — Up to 25%more energy — Module-level voltage shutdown for installer and firefighter — Superior efficiency(99.5%) safety USA-CANADA-GERMANY-ITALY-FRANCE JAPAN-CH4NA-AUSTRALIA-THE NMERtANDS-UK ISRAEL TURKEY HU14GARY BELGIUM-R0MANiA-BULGARIA www.solaredge.us fed M MECHANICAL SPECIFICATION �LJD Format 66.3in x 39.4in x 1.57in(including frame) (1685mm x 1000mm x 40mm) nraw.e WOW 44.5lbs(20.2kg) � Front Cover 0.13 in(3.2mm)thermally pre-stressed glass with anti-reflection technology v` Back Cover Composite film Frame Black anodized aluminum 0 Call 6 x 20 monocrystalline Q.ANTLIM solar half-cells •��'^.. Junction box 2.76-3.35in x 1.97-2.76in x 0.51-0.83in (70-85mm x 50-70mm x 13-21 mm),decentralized,IP67 •••...+...a.+.r ""`"` Cable 4mm2 Solar cable;(+)2:43.3in(I100mm),(-)Z43.3in(1100mm) Connector Multi-Contact MC4,IP68Q. PEAK ELECTRICAL CHARACTERISTICS- DUO 310-320, POWER CLASS 310 315 321) MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/-OW) Power at MR" P_ (W) 310 315 320 Q.ANTUM SOLAR L e MODULE Short Circuit Current' 6 [A] 9.83 9.89 9.94 Open Circuit VONage' V,x IV] 40.02 40.29 40.56 a Current at M►P' I- [A) 9.36 9.41 9.47 Voltage at M►P• V_ IV] 33.12 33.46 33.80 The new Q.PEAK DUO BLK-G5/SC solar module from Q CELLS impresses Efficiency r, 1%) a18.4 2!18.7 219.0 thanks to innovative Q.ANTUM DUO Technology,which enables particularly MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOW high performance on a small surface,and a black Zep CompatibleTM frame Power atM", P., IW] 229.7 233.5 237.2 design for improved aesthetics, easy installation and increased safety. E Shied Circuit Cranent• 6 [Al 7.93 7.97 8.02 UNTUM's world-record-holdingcell concept has now been combined opencircnitYoltage' V« Iv] 37.43 37.69 37.94 p M Current at MPP' I.- [A] 7.36 7.41 7.45 with state-of-the-art circuitry half cells and a six-busbar design, thus Voltage atM/P' V.. [v] 31.20 31.52 31.84 achieving outstanding performance under real conditions - both with 1000 W/mr.25 T.spectrum AM 1.5 G 'Measurement tolerances STC m 3%;NOC:5% 380GW/W.NOCT,spectrum AM 1.5G typical values,actual values may differ low-intensity solar radiation as well as on hot, clear summer days. a CELLS PERFORMANCEWARRMW PERFORMANCE AT LOWfRRAINANCE ---- At least 98%of nominal power during first year. aR Thereafter max.Q.ANTUM TECHNOLOGY:LOW LEYELIZED COST OF ELECTRICITY �� --�--------- ® m>i ' --------------------------- At least 93.1%of nominal power up to 10 years. w Higher yield per surface area, lower BOS costs, higher power e � At least 85%of nominal power up to 25 years. classes,and an efficiency rate of up to 19.3%. : Ail data within measurement tolerances. E Full warranties in accordance with the warranty terms of the 0 CELLS sales organization of your INNOVATIVE ALL-WEATHER TECHNOLOGY respective country. Optimal yields,whatever the weather with excellent low-light W"IAeaIwAWI and temperature behavior. ■ Typical module performance under low irradiance conditions in $ „.-.....o.,on�... es oD ENDURING HIGH PERFORMANCE Q „.d„a•„„„d....,,„p,.,-„r..�.-mu, c ru omparison to STC conditions(25°C,1000W/m'). TEMPERATURE COEFFICIENTS R Long-term yield security with Anti LID and Anti PID Technology', TOP ahAsot,r Temperature Coefficient of I,r o [%/Kl +0.04 Temperature CeeficieaofVa S [%/K) -0.28 m Hot Spot Protect and Traceable Quality Tra.QT'A. e.ore Temperature Coefficient of P., y [%/Nl -0.37 Normal Operating Cell Temperature NOCT [•F] 113:5.4(45:3°C) 2018 A EXTREME WEATHER RATING PROPERTIES Fr' SYSTEM DESIGNo High-tech aluminum alloy frame,certified for high snow Maximum System Voltage V,,, IV] 1000(IEC)/1000(UL) Safety Class 11 (5400 Pa)and wind loads(4000 Pa)regarding IEC. `oMpAT� Maximum Series Fuse Rating [A OC] 20 Fin Rating C(IEC)!TYPE I(UU o �Q d" Design load,push(ULY [IbSM9 50(240OPa) Permitted module temperature -40°F up to+185„F A RELIABLE INVESTMENT on continuous duty (-40°C up to+85°C) OInclusive 12-year product warranty and 25-year y, Design load,pull(ULY tlbs/tt°1 so(2a00Pa) 2 see installation manual linear performance guarantee2. �ACOMPA���v QUALIFICATIONS I CERTIFICATES PACKAGING INFORMATION UL 1703;CE-compliant 11h I r of 11 1 a per Pallet 26 STATE OF THE ART MODULE TECHNOLOGY IEC 61215(Ed.2);IEC 61730(Ed.1).application class A Muwber of Pallett per 33 Trailer 32 Q.ANTUM DUO combines cutting edge cell separation I APT test conditions according to x I EC/TS 62804-1:2015, ,. �„ Mnfaber of hllees per 40'High Cubs Container 26 s and innovative wiring with Q.ANTUM Technology. method B(-1500v,168h) [ sA� D E ` c uv�S Pallet Dismissive;(L x W x H) 69.3 in x 45.3 in x 46.9 in a z See data sheet on rear for further Y ,.F (1760mm x 1150mm x 1190mm) THE IDEAL SOLUTION FOR: information. Pallet rwigl t 1268lbs(575kg) NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use Rmftop arrays on of this product. 13 ommercial I industrial Du(dings Ilielllli Y CELLS Amelki hic' 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAI inquiryOus.q-cells.com I WED www.gtells.us Engineered in Germany OCELLS NOTES: xx P�s t,kto-0 to ; 1 1 wpP nF c_I IRVFY= INAPRnVFNIFI\JT!_QCATION. DEPENDENT RESURVEY. THE SOLE PURPOSE OF THIS PLAN IS TO LOCATE.THE PROPOSED POOL. I 7z, 2. MAP REFERENCE-°LOT NO.3 PLOT PLAN, NO.25 GREEN LANE, 10/28/02 1"=20', SHEET 1 OF 1, EVERGREEN ESTATES, SOUTH WINDSOR, CONNECTICUT lc X o DESIGN PROFESSIONALS, INC." � 3. PROPERTY LOCATED IN ZONE RR RESIDENTIAL. N J� s L-r }}, I 4. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED I! 1 /' fig !,t '�.. . t3 1A r� I�\ PRIOR TO ANY CONSTRUCTION. -, �: L� �s FEN r= �12c�PaSEI� I + i , :t w �,Az 5. ALL WORK AND RESTORATION INCLUDING FENCING SHALL BE IN 1u �D cpn ACCORDANCE WITH TOWN OF SOUTH WINDSOR REQUIREMENTS. Poop..- A + 8 Ncf" I I p 2 6. UNDERGROUND UTILITIES ARE APPROXIMATE. UNDERGROUND UTILITIES MAY EXIST THAT ARE NOT DEPICTED. tit 7.to _ 1 FEr 1G Q CONTRACTOR TO VERIFY LOCATIONS- ral��a aG \ /-_ ` �v?=I� 6.4-�" '� "CALL BEFORE YOU DIG" 1-800-922-4455 TOLL FREE 7. REFER TO POOL PLANS OR SHOP DRAWINGS FOR ACTUAL 5 I - POOL DIMENSIONS. r 8. AREA OF LOT=41,346 SQ. FT. 21 zf- • PPTLo�c. LoL, FY. — \ AN -- / ` r 1_ = 39,z7 NOTE: �L� ,ZO •STTz EET T'R+E� �- � r rr 10 E?ESEMEti1T lU caw THIS SITE AND HOUSE ARE STILL UNDER CONSTRUCTION. THEREFORE, THIS PLAN SHOULD NOT BE CONSIDERED A FINAL �44 — AS-BUILT PLAN. THE PURPOSE OF THIS PLAN IS TO SECURE A w �M�� �F=t`FZ `� PERMIT TO INSTALL THE PROPOSED IN-GROUND POOL. 13-7.33 M%_, A FINAL AS-BUILT SITE PLAN SHOULD BE PREPARED WHEN ALL OTHER WORK IS COMPLETED. SITE IMPROVEMENT REQUIREMENTS NOTED ON REF_RENCE MAP • (SEE NOTE# 2 ) LATEST REVISION SHALL BE FOLLOWED. IMPROVEMENT LOCATION PLAN SHOWING PROPOSED POOL # 21- GREEN LANE SOUTH WINDSOR, CONNECTICUT SCALE- 1" = 40' JULY 3, 2003 W R Wo00 OR METAL :(VTROL TS METAL POSTS LEGEND EROSION — FILTER FABRIC �O' L�0 0 40 80 DURY 1 N TRENCE , x 100.00 EXISTING ELEVATION ACKFI t r w � X 100.Od PROPOSED ELEVATION ` DIRECTION OF FLOW r —100— - EXIST.CONTOUR ` ' BACKFILL I HEREBY DECLARE THAT THIS IMPROVEMENT LOCATION MAP 13 SUBSTANTIALLY PETER PARIZO SURVEYING AND ENGINEERING • -j �� '�'. CORRECT TO MY KNOWLEDGE AND WAS PREPARED IN ACCORDANCE 536 SOUTH MAIN STREET 100 PROPOSED CONTOUR 12 EROSION CONTROL ��, "� WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS DEFINED IN FILTER FABRIC �. .•.. WEST HARTFORD, CT 06110 SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE SECTION_ A-A AGENCIES-"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF (860) 561-0238 W— WATER MAIN/SERVICE - j CONNECTICUT"EFFECTIVE 6-21-96 AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC.ON SEPTEMBER 26, 1996. �a� SILT FENCE SILT FENCE T S PETER PARIZO,L.S.14653 DATE N/F J.E. SHEPARD CO. 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 2. PARCEL ZONED RURAL RESIDENTIAL RR. oo, 0 3. ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION AND COMPLETENESS. 20 , E 4. UTILITY LOCATIONS AND INVERT ELEVATIONS TAKEN FROM AN �� tiEpG�,R 186. , INSPECTION REPORT PROVIDED BY THE CONTRACTOR. / OW 99 5. ELEVATIONS SHOWN N / �s� E `�0 SEPTIC SYSTEM ARE TAKEN FROM DESIGN. / LOT 3 X146. \ / 41 ,346 sq. FT. ` I� .43 0.94 ac. / E DRYWELL / /�• �'� / 10 GRADING EASEMENT T c o IN 004 ``�� / FAVOR OF THE TOWN OF SOUTH X144. 3 WINDSOR ("IV °43.3j 144.55 R4 10 CL&P EASE MENT i I � l // ' IN FAVOR OF I / 4.94 / / CONNECTICUT LIGHT o�4.S' 45. 6 o / l & POWER COMPANY `33 C FF. 1 746 ^Lv 3 / X140.31 X142. 47 / o 1 0V o 2 - 56' LONG CONCRETE GALLERIE I //V �V 1 '8 oz `O �, / V INV: 140.1 / I -- /^/V N 12 CO / O T 7 6 IQ 45. . 1 32 � 20 STREET TREE Fk S IX 14 92 EASEMENT IN FAVOR OF Qp//C TOWN OF SOUTH WINDSOR 9 \ 4 _-1 � � X 1 � 4 pp 0. S"° C � � 145.3 70- 7�6• S9. / DRAINAGE EASEMENT 61 �� � o ° / IN FAVOR OF TOWN �� �E .. '�RYWELL ➢ / OF SOUTH WINDSOR 70• N630 64 30"E 35.36' R - 25.00' L - 39. 27 T - 25. 00' LEGEND ,�00 ® IRON PIN TO BE SET o MONUMENT TO BE SET r C13#8 APPLICANT: RL ROOF LEADER (6" PVC) TF: 142. 43 /NV Gq DAN ROULIER ASSOCIATES, INC. /NV /N,• �� SEp� INV: 137. 33NE PO BOX 823 OUT 0 8s lC rq ( ) SOMERS, CT 06071 14O.6o A/k INV: 134. 97(S) TELE. 860-763-3538 INV: 136. 0(NEW 6") z;, x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 860.291 •8755 SHEET OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■ IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR: INFORMATION, A66 lzXlS17NA UTILITIES SHOtdLD _ rrfi STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS �� nn�q �� �� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. - - SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. GRAPkIIC SCALE . Q (N �y GffiEEM ,L� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD MEE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 20 0 7a go elsign RECORD AS-BUILT E r ERGREE1 � EST`a TES BY A LICENSED LAND SURVEYOR PRIOR TO rc�f ess�onals 'n�■ CONSTRUCTION. ( IN FEET ) � DESIGN.• DRAWN.•MHA CHECI(W.• GGS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 7/25/03 ADD AS-BUILT GRADING MHk 1 inch = 20 ft. 25 Green Line 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE 0 Civil Engineers • Planners • Surveyors • CIS 1/08 NO.: 1273 DATE• 713103 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION' BY RICHARD P. MARTEL LIC. P1o. 165 south satellite road - south Windsor • connecticut 06074 DRAWING NO.: ZA04S 1273 1273L0T3AB.DWG `SOUTH WnNDSO� CONNIEc�TUCtUT FINISH GRADE MOM NJL ,1<AMC A•J(I CLM1fII AD&W TO OR"YETI LOT#3Ti SOILS TESTING 3-16-00 PERCOLATION TEST #3P: BY S.HOPKINS TIME READING 90 61 i°a13 ® IQ 0 ® ® pa ep Ta „ 0 ® VS ® ® �: fy ob V BROKEN"TONE 3:39 18.5 p � a© ® ® ® ® El CID T.P.#5 3:41 22" 9 ® ® ® E9 x 4' a❑ ® ® ® ® ® CIO 0 '- 6" BROWN SUBSOIL 3 43 25 n 0e ® ® ® ® G MANHOLE EXTENDED TO GRADE 3.45 25.5 (DRY) ® a❑ ® ® ® ® ® ❑o Qao�9 (REQUIRED IF FILL�0+ASK E%CEEOS 12') 6 - 25 ORANGE-BROWN SILTY SAND 9 � ® � 00 ® ® ® ® ® ❑® a 25 - 80" FINE RED SAND W/ TRACE OF SILT < 1 MIN. INCH 0e ® � ® VN E9 a° NO LEDGE, NO WATER NO MOTTLING PERCOLATION RATE / 0 ® aQ�o°vat ® ® ® ® ® ©D oe�o z � ® ® � I Do>4�d` 04>4� 4- INLET- � D TIC SYSTEM DESIGN r- -$'o'VIA. --...r.r-2'-.-I OUTLET(N1TH FILTER) T.P.#6 SEPTIC � � 8'-0' DIA. All Around I �� z 0 - 18" BROWN SUBSOIL NO. BEDROOMS = 4 OUTLET BAFFLE SEEDING SCHEDULE INLET BAFFLE 18 - 24 REDDISH BROWN MEDIUM SAND N0. LARGE'.CAPACITY `CU¢/JACUZZI = 0 DRYWELL INSTALLATION DETAIL ,> % CONNECTION AT MID DEPTH--/ 24 - 55 LT.BROWN SAND W/ TRACE OF SILT 100 - 2flQ;GAL. = 0. y200 GAL. = 0 a GAS DEFLECTOR ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF 55 - 86" RED SILTY SAND REQUIRED TANK CAPACITY 1250 GAL TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE n NOT To SCALEI/3 REQUIRED NOTE: 2/3 REQUIRED CAPACITY IN RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 NO LEDGE, NO WATER, MOTTLING @ 60 PERC RATE'< 1 MIN/INCH DRYWELL TO BE ARROW 8 FOOT DIAMETER PRECAST - HEAVY DUTY FIRST COMPARTMENT CAPACITY IN SECOND ' ���� OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW REQUIRED LEACHING A13EA-i'' ± ' 660 SR OR APPROVED EQUAL RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT T.P.#8 USE SYSTEM WITH EFF.'; ItA s 3.0 SF/LF 7 TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 TOTAL TRENCH LENGTH `R .QUIR`ED1=7 220 LF 16, PntiNnS PFR inon Sn- FT 0 - 6 DARK BROWN SUBSOIL inni 7 tm -7c I t* /C•Anu I IFi i(MEAGER THAN A 'i VATu rw nGPTA I q n F•I�V VIUG J i(CGIVCr1GJ l`9V 10 L.T'/GfyVI-1 I^ -.._... .._. _.._.._.. ...._. ....._.. ........ .... „_. ... 6 - 26 BROWN MEDIUM SAND W/ TRACE OF SILT �,4 �I x PERMANANT VEGETATION COVER 26 - 54" LT. BROWN SAND - SOME SILT TOTAL LEACHING AREA PROVIDED = 675 SF N/F, 54 - 76" SILTY RED SAND TWO COMPARTMENT SEPTIC TANK SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 i J.E. SHEPARD, CO. NOT TO SCALE USE THE FOLLOWING MIXTURE: NO LEDGE, NO WATER, NO MOTTLING M.L.S.S. / KENTUCKY BLUEGRASS 45% Oic� CREEPING RED FESCUE 45% N/A DUE TO NO RESTRIC-!1VE LAYER WITHIN 60". S, PERENNIAL RYEGRASS 10% �� �, . APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. "\ 1 .20 y TEMPORARY VEGETATIVE COVER N�Diii V E .�86 �`� ` -' C , U SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 Ro r� � 99 ��� ANNUAL RYEGRASS 100% C APPLY ONE POUND PER 1,000 30. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. I / 0 - NOTES: _ - - - -S _ `', .__ �50 I t e F c6' Min. / _ - - ` ` ` _ 12" min � A 01 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED " ." 0,MooMy °��8 �° `�AL 2" • LOT #3 WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 12 rein. ° � NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH •� �� °�\ 1 Broken Stone 41 ,346 sq. ft. STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 71 36" \� or Screened / 0.9 4 SPRING EROSION. . PROPERLY INSTALLED EROSION AND SEDIMENT P.V.C. DRAT D Gravel a e. , CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND ICIIn, E • / 1 0 GRADING 18' ` ` I w / SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE - l � / J EASEMENT IN FOR ALL STABILIZATION REQUIREMENTS. -L d GROUND WATER w� / 15 LF 6" PVC / - o o FAVOR OF TH E 2. ROOF LEADERS TO BE DISCHARGED TO DRYWELL (8' DIA x 4' DEEP CONCRETE). OR MOTTLING 4a"min, w� `� QvNo po S=0.5� / TOWN OF SOUTH 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE �� ` WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. LEDGE / ���Nv • Q' WI N D SOR 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH v C`/ \ \ 7 O DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION TYPICAL 3 WIDE LEACHING TRENCH _ - - - - - - - / ' . 1 0 CL&P EASEMENT T # AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. NOT To SCALE - ' ~/ _ 5 IN FAVOR OF 5, PARCFL 70NFD RURAI RFSIDFNTIAI RR. '� - - - - _ _ /\ `` i-�`� ! ,.... I. ,r-..-, ..I -.- / UUININLU I IUU I LIUH 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE / 4 0 n% & POWER COMPANY ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE I � I - CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. ' O �g 0' + ty p 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, ^� TO /yo IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN / �3 FF. /46 SSE 8 FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED �F �4) 6 / RIGHT OF WAY IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO S w �j1 TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT �}Z 2 27,` l4 0' ni O ^` �} w� ��l TOWN OF IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL 7d R� ��e0 �; 8,04 ��� � +,` � r; ( � SOUTH WI N DSOR AREA AFTER TOPSOIL REMOVAL UNTIL 12 OF FILL. MATERIAL 3 - 3 WIDE LEACHING TRENCHES ' MJ SER lyvV X 7'�r, / 0) � TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND �� V� / ' 6� (; _ SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. Q 75 LF EACH. INV: 140.1 \ �` S , OuNp PROP. DRYWELL „ J` '� 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED �` \� �0 1 op' ATIpN_ -� T.� nl,rn SURFACE e nr RUNOFF ,:•.rr ,u A v rnn.� c+vc••-rr. IV SHED SURFACE RUNOFF AIiii FROM STSIEM• 20, STREET TREE FOR ROOF DRAINAGE \ 1 \ � co' � � 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER EASEMENT IN FAVOR OF 7Q O O/ Cl / /J ONLY , SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. TOWN OF SOUTH WINDSOR \ \ ~ 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED .` �' ♦ / O TOP: 142.50 BEFORE ANY SITEWORK IS PERFORMED. SILT-FENCE �� \ ♦ , \Q BOTTOM: 138.50 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. (TYP.) a \ \ , �� y INV: 142. 00 a 0 6 �, A 12. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER \ 4' \ �'\ \ii \ � S, VC �� �' `, `% Q SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE CO C ♦ ,\ 5 "�- TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH �C �/ Eqs, �'gyp\ \ ♦♦ \ \ � A/ �. q �\ J CODE OF THE STATE OF CONNECTICUT. S�O DRAINAGE 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT 7 OF HEALTH CODE. �6. 6 4\ J GE EASEMENT ° 7 \ p \ IN FAVOR OF TOWN 14. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS \ \ ' �� ` S,10 C OF SOUTH WI N DSOR ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. y. �►` \ Yp.� TP z i"` LEGEND 15. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS \� \ ♦ \ \ I . 1` ' N63°46'30"E 1. SET POSTS AND 2. STAPLE THE SILT PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE ANGLE POSTS EXCAVATE A 6"x6' TRENCH FENCING TO THE \ \ 0 IRON PIN TO BE SET DESIGN ENGINEER IMMEDIATELY. FOR n�IUTY PDsr UPSLOPE FROM POSTS. SILT END OF THE POST ` \ �♦ �, 0� 35.36 SAND ELF- CLEANING. FENCING _ `� :. �, `I ��� _ _300_ _ MONUMENT TO BE SET 16. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE 95• 12" MIN. " 1^ --� 144 EXISTING CONTOUR AS SOON AS POSSIBLE. `\�g f �a r� r i L = 3 /� 300 PROPOSED CONTOUR 9 2 17. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE _ T,T - - - �` = 9 0°0 C'0 0 x 287.3 PROPOSED SPOT GRADE „ SILT FENCE RUNOFF AWAY FROM THE SEPTIC SYSTEM. _ T I- _ I 18. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE \ J R - 25.00 x 287.3 EXISTING SPOT GRADE BEEN PLACED AND COMPACTED. ' \ _ 3. ATTACH FILTER POSTS AND X 4. N C AN THE 7 ' T - 2 5. 0 C' 19. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE FABRC�LTER rc NTO�THENTEENN AND EXTEND THE EXCAVATED SOILT lip EXCAVATION FOR THE TRENCHES. COMPACTED SA BACKFILL s�S S• pV 7 CONSTRUCTION ENTRANCE PAD �( 20. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO _ OOr C x �` � 6"N2' STONE ON FILTER THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HELLTH II�T� } ��_Is�I�� H. �`- ER FABRIC DEPARTMENT. 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR ICI Ir -11-' n l/2$ CB#8 SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. CONSTRUCTION OF SYNTHETIC FILTER BARRIER "i L l ^ ' AvS� 0,1�C TF: 142. 415 SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. ` • s` APPLICANT: l/V '��� pTj INV: 137. �3(NE) 22. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN AMINIMUM / //V. &) C r DAN ROULIER ASSOCIATES, INC. OF 18"LLOCATIONOMUSTTBEGAPPROVED BY ENGINEER CK.ANDNHEALDJUSTMENT TO TH DEPARTMENT. REFERENCE ELEVATION OR REFERENCE NOTE. NV l40 5RS qNk I N V: 134. �7 S 8OUNDAR Y AND TOPOGRAPHIC INFORMA TION ARE TAKEN FROM PLANS v T' SS '9 S R ( P 0 B 0 X 823 23. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. ENTITLED "EVERGREEN ESTATES- SOUTH WINDSOR, CONNECTICUT 1`l0. 60 eQ(l/R�O INV: 1 36. q N E W 6 SOM ER S, CT 06071 24. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL PREPARED FOR HORSESHOE LANE ASSOCIATES, LLC, 8Y DESIGN PROFESSIONALS, TELE: 860-763-3538 BE PROVIDED ON THE FOUNDATION DRAIN. INC. DATED JUL Y 14, 2000 REV. TO OCT. 18, 2000 , SHEETS 4-12. o ,i x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 8755 IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR: z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■ SHEET K INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAP`TC SCALE �o� o� Q "' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 o A 10 20 esign NO. 25 GREEN LANE •�v'E'.�Gxt LGS'TA TEs 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD t I I BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLE,)� AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. I � Professionals, Inc■CONSTRUCTION. ( IN FEET ) , DES/GN. DRAW.MHA h CKED.• GRS 25 Green Laing 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 ft. ■ Civil Engineers • Planners Surveyors Oils I/OB NO.: 1273 DATE 10f 28102 L� Tti �y IMPRESSION SEAL AND ORIGINAL SIGNATURE --"`�_ - g �®��� V�v�u��s�® ����Ttcc �trT� T���rr+ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 1 65 south satellite road • south windsor • Connecticut 06074 DRAbTnNG NO.: JOBS 1273/1273LOr3PP.DWG F, C®1�71� (C 11 UCU 11 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. N/F J.E. SHEPARD CO. 2. PARCEL ZONED RURAL RESIDENTIAL RR. A 3. ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN THE \\ s,2\� FIELD AS TO LOCATION, ELEVATION AND COMPLETENESS. \ 2p� �` �, ',� 4. UTILITY LOCATIONS AND INVERT ELEVATIONS TAKEN FROM AN yEOGEROW 9 7g\91 / INSPECTION REPORT PROVIDED BY THE CONTRACTOR. �ASEM 5. ELEVATIONS SHOWN ON SEPTIC SYSTEM ARE TAKEN FROM DESIGN. \ 6. FINAL GRADING NOT COMPLETE / 20 � �\ of LOT 3 / EX. DRYWELL 41 ,346 sa. FT. �•/ �� 0.94 ac. f 10 GRADING EASEMENT o TIN o �/ / FAVOR OF THE/CV HE / TOWN OF SOUTH °v- WINDSOR `yam `V �3 8' R� '�< 10 CLBcP EASEMENT IN FAVOR OF VIE / / / CONNECTICUT LIGHT / & POWER COMPANY C/ 7 4 p o `/> >� 3 `� / o O 56 LONG CONCRETE GALLERIE /VV INV: 140.1 / � INV 0 7.40 120, GqR. 14 / CO 60 Azp R °' ii / 20' STREET TREE � FX _\� � \\ 1 CA EASEMENT IN FAVOR OF SEpT �u TOWN OF SOUTH WINDSOR 0 S, PVC / o 0� c 4 co W Eq S C'�• ( Y" � 00 7�6 �S\82Sg p� Z / / DRAINAGE EASEMENT 6 7 �o � , / IN FAVOR OF TOWN � ~ � \ � � OF SOUTH W�., E C� RYWELL / INDSOR 0• N63046'30"E 35. 36' 6�00 , =90 - 00 -00 R = 25. 00' L - 39. 27 T = 2 5. 0 0' LEGEND /_/_00 0 IRON PIN TO BE SET o MONUMENT TO BE SET 125 CB#8 APPLICANT: RL ROOF LEADER (6" PVC) /NV G,q TF: 14�. 43 DAN ROULIER ASSOCIATES, INC. /N� //n!' 4' S Ep PO BOX 823 00 40.es TIC INV: 137. 33(NE Tq ) SOMERS, CT 06071 14p 60 Nk INV: 134. 97(S) TELE. 860-763-3538 INV: 136. 0(N E W 6") z x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 ouu z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 860.291 •8755 D OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■ IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR: m INFORMATION. ALL EXISTING UTILITIES SHOULD SHEET m STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS 0� UVOo �� � �LIV L��LIV 2. FIELD VERIFIED PRIOR E CONSTRUCTION. GRAPHIC SCALP' sign w ~ w LA NEE EVERGREEN ES'TA TES SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 20 o 10 20 40 BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �o� RECORD AS—BUILT CONSTRUCTION. W FEET ) essionals, inc. DESIGN. DRAWN•MHA CHECKED.' GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE , �� (�°riot��Il ���� IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 1 inch = 20 ft. ■ Civil Engineers • Planners • Surveyors • CIS JoB No.: 1273 DATE.• 7IT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD MARTEL LIC. No. 165 south satellite road • south Windsor • connecticut 06074 DRAW/NG NO.: XJOBS 1273 1273L0T3AB.DWG SOUTH WIINDSOR., CONNECTICUT 1900682 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/13/2019 GIS ID:38300025 FEE: 270.00 MUNIS APPLICATION# 201902007 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: 25 GREEN LANE ADDRESS: 714 BROOK STREET' OWNER: MUSCO JOSEPH A&MARY SUITE 150 25 GREEN LANE ROCKY HILL,CT 06067 DESCRIPTION OF WORK: INSTALL 39 ROOF MOUNTED SOLAR PANELS 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 9/13/2019 8:12 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900397 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/13/2019 GIS ID:38300025 FEE: 630.00 MUNIS APPLICATION# 201902007 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: 25 GREEN LANE ADDRESS: 714 BROOK STREET OWNER: MUSCO JOSEPH A&MARY SUITE 150 25 GREEN LANE ROCKY HILL,CT 06067 DESCRIPTION OF WORK: INSTALL 39 ROOF MOUNTED SOLAR PANELS 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 9/13/2019 8:18 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE