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HomeMy WebLinkAbout25 ELLSWORTH CIR 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: APP O BLDG.PERMIT NUMBER: L -�INECTO-R LOCATION OF WORK: `S W O ` r C e APPLICANT: OWNER: TYPE OF STRUCTURE: /� ❑NEW BUILDING NAME: Cm S�'`T/V' OUJ-6— NAME: �✓P/)/I(S / /6V✓�q ❑ADDITION PHONE NUMBER: c°(7 Z ll S y PHONE NUMBER: IT 'V d - Z STING BUILDING ADDRESS: 7q IJ2/UCyj, S ADDRESS: ?-S S70rl�S . C7. S 0 cr � TYPE OF USE: ESIDENTLU ❑com NflmcLu ELECTRICAL�RMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: !/ O �e erj) Z60A ueld�qroullo( SIZE OF SERVICE: /•`e f'(zr 5 O G le e `l I C 644 QC`( SIZE OF MAIN SERVICE: ZOO rO)v_ (i r I NUMBER OF METERS: ��l') ! 'F �1 /�D 1��1 NUMBER OF PANELS: / /f NUMBER OF LIGHT CIRCUITS: ESTEHATED COST:S Sa v , NUMBER OF SWITCHES: CI�m�C//`�c;— ��U��,� ►,/ NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S nt`G'� W I L40 NUMBER OF A/C CIRCUITS: r C� 0��A) �� LROUND ED :SIB PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: P TO THE NEXT THOUSAND ONCE THE PROJECT VER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: b TYPE: — STATE: 7-Z y c SIGNATURE OF APPLICANT: '�� DATE: l rS 90 /fto/ 11 3 s � APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER �Z-l-p 0 1 11 ly DATE INSPECTOR LOCATION OF WORK: ��WMT4 Q4-& APPLICANT: OWNER: TYPE OF STRUCTURE: r ❑NEW BUILDING NAME:�Ie,, r(w !����v NAME: A1►.>f_S+ CHIC& nu)Cr4- ❑ADDITION PHONE NUMBER PHONE NUMBER: STING BUILDING ADDRESS: ADDRESS: `y �I(c5 W C�� i/C TYPE OF USE: &0&u lENTIAL ❑COMMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM:'HEATING 6;�ri, i 1 HEATING: ; ` l U 1 TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) )�'G" i DU 1� �� IY1st� DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S 16 52Z• AIR CONDITIONING: V(J DESIGN TEMP:OUTSIDE OF INSIDE °F DIFFERENCE F° FEE ENCLOSED:S !� TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) r L/ v DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: STATE: SIGNATURE OF APPLICANT: DATE: `1 I $ a APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT.230 DEPARTMENT DECISION P APPLICATION IS HEREBY: �f J APPROVED: BLDG.PERMIT NtNW.. P=Ll O DATE INSPECTOR LOCATION OF WORK: Is W o&-r4 OK— APPLICANT: OWNER: TYPE OF STRUCTURE: ,n^ f O NEW BUILDING NAME: YN I C. NAME::DWI!, O ADDITION PHONE NUMBER: e66- -I I Li-S(j PHONE NUMBER: (� , STING BUILDING ADDRESS:I ,N ADDRESS:�.�0 i'SwL'�T v TYPE OF USE: k Ole IDENTIAL o COMMERCIAI. HVAC INFORMATION: FURTHER DES ION OF WORK: TYPE OF SYSTEM`EATING o A/C '� vv HEATI[NG: TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S / y AIR CONDITIONING: / DESIGN TEMP:OUTSIDE °F INSIDE T DIFFERENCE F' FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHED E:S18 PER S1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 0 li5—N TYPE: _ STATE: SIGNATURE OF APPLICANT: �2nDATE: 17 J / 0 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 18 0032-5 :25 FILSt-,) C�'i� Date: Sprinkler# FINAL APPROVALS Estimated Cost $ Igo Buildin COMPLETE RED BOXED AREAS Permit Fee $ AI Engineerin Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ ApprJorCO. SIGN ON REVERSE SIDE A Total Fee $ or.), W- TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: C k I 55-zp Applicant :LOtkC XAL o,-:� LIot LocationofWork Z r�\5,--O ._kt, C.tL\e LotNo. Applicant's Address ?Vx Tel # Town _ah. 0.w72 Zip dlp"ly Lic.# 55`psS Owner N—,P'.5 . FLCA Architect Owner's Address c�5 El�,S.��f �,'.Q�c Architect's Address Zip nur-1- 1 Zip OW)l Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd fFI. p" Total New Area Purpose of this per it "-)AL � �vnGIL1t10.� V41�-5 � g9!?Vr: j keVjq,, 0;!0^ 01�0 fOCV4,0 � J� City Water J Well J Septic System J Sewer J Ins: HO SP Cert. Area Basement Garage Approved b Date Use Grou Construction Type -----' /C(301113 Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this b p1ding and its use is allowed. xSigned I hereby apply for a Certificate of O a�eworkcribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 11/02/18 Printed by Acevedo, Maria 11 59 48 INSPECTION: 106068 FINAL PERMIT: STATUS: APPLICATION: 201801113 LOC: 25 ELLSWORTH CIRCLE SOUTH WINDSOR PROPERTY ID: 30500025 OWNER: MOURA DENNIS M & ERICA R CONTRACTOR: REQUEST BY: PROJ DESC: REMOVAL OF FOUNDATION WALLS AND FOOTING REPLACE WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 11/01/18 PRIORITY: SCHEDULED: 11/01/18 COMPLETED: 11/02/18 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: STRUCTURAL REPORT RECEIVED ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 07/06/18 DOUG PASS B002 FOUNDATION 07/11/18 ROSE PASS B002 FOUNDATION PARTIAL-DAMPROOFING & FOOTING DRAIN 07/30/18 DOUG PASS E001 ELECTRIC SERVICE O8/15/18 DOUG PASS B004 INSULATION 08/15/18 DOUG PASS E003 ELECTRIC ROUGH ROSE B001 FOOTING �� se Prepared By... Don Childree General Contractor Inc. 89 Commerce Way South Windsor CT 06074 (860) 290-9117 (860) 289-5853 Fax Prepared For... P R O P O S A L Dennis & Erica Moura F25 Ellsworth Circle / South Windsor CT 06074 860-805-7205 Items and Description Obtain All Necessary permits, ensure all inspections are completed including a certificate of occupancy. Provide Housing in for 3 months. Remove shrubs and landscaping necessary to access foundation. Remove front step and paver walk. Saw cut approximately 12' of driveway in front of garage. Disconnect all utilities where needed. Remove deck and remove debris. Remove concrete garage floor and excavate inside garage to footings. Remove finished area in basement and dispose of debris. Remove stairs to basement. Remove furnace, hot water heater, condenser, and oil tank. Remove plumbing where needed including water service. Remove concrete floor in basement. Excavate area to prep for lifting house. Jack hammer holes in existing foundation for beam placement and bracing. Lift house and chimney approximately 7' above existing foundation. Excavate around perimeter of foundation down to footing levels. Remove existing lally columns and footings. Demo and remove existing foundation walls and footings. Form and pour new concrete footings with#5 rebar. Form and pour new 10" concrete walls with#4 rebar and Simpson anchors. Pour concrete footings for front porch. Install Vinyl basement windows to replace existing. Inspect existing sill for any rot and or damage. Install sill seal on all sill plates. Set house down on new foundation. Install new lally columns. Remove all steel beams. Snap all ties and fill holes with hydraulic cement. Waterproof below grade foundation with Deco 20 Seal Waterproofing Membrane. P 9 P 9 Install stone where needed under basement floor. Form and pour new concrete floor in basement and garage. Rebuild base of chimney. Install 4" PVC pipe, crushed stone, and fabric along perimeter of footing and connect to existing outlet. Back fill and compact disturbed areas. Form and pour pockets left in wall leaving 8"to fill with concrete block. I Repair any siding damaged during procedure. Cement jacket above grade foundation and apply Restore foundation coating. Reconnect all utilities including furnace, hot water, condenser, oil tank and electric. Reinstall plumbing that was removed including water service. Refinish areas in basement that were removed to original condition. Reinstall stairs to basement. Install granite step, paver walk and patio blocks where removed. Rebuild deck to original condition. Grade and machine rake disturbed areas. Spread loam, grass seed and straw. Re pave areas of driveway where removed. Install landscaping and low level lighting where removed. $316,900.00 Payment Method: See Schedule of Payments a0V All material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over above the estimate. All agreements are contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. Acceptance of Proposal:The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined in Schedule of Payments. Prepared B ��-' ~---- Date p y e Accepted By llqaft — Date �20) Accepted By �� I'(_ ate V ? OZ 7 Ve'r uqyc- �p & -- J-u, k-c za rg. i Don Childree General Contractor Inc 89 Commerce Way South Windsor, Ct 06074 860-290-9117 Moura Schedule of Payments Deposit $31,900.00 Remove landscaping, steps, and pavers. Remove wood deck. Remove finished area in basement Disconnect and all utilities needed to lift house. Remove condensers. Grade yard in preparation to lift house. $100,000.00 Raise house 7' Excavate exterior and remove foundation walls and footings from house. Install vinyl basement windows with insulated glass where removed. Form and pour new concrete footings and walls leaving pockets for steel beams to lower house onto new foundation. Install footing drains. Apply Rubber Wall to below grade foundation. Back fill and compact. $100,000.00 Lower house onto foundation. Rebuild base of chimney. Repair openings left in foundation. Apply skim coat on above grade foundation and apply sealer. Install lally columns. Form and pour 4" concrete floor in garage and in basement. Reconnect utilities, plumbing, including furnace, condenser and hot water heater. Repair any damage to interior and exterior caused by lifting and lowering house. $40,000.00 Rebuild deck that was removed. Finish basement to its original condition. $30,000.00 Install landscaping and low level lighting that was removed. Grade and machine rake then spread loam, seed and straw $15,000.00 i DURABILITY ENGINEERING Residence located at 25 Ellsworth Circle, South Windsor, Connecticut Homeowner: M. Dennis Moura SIMCO project number: SIMC016188-023 Nationwide Claim # N1-349208 CONDITION ASSESSMENT AND CHARACTERIZATION OF RESIDENTIAL CONCRETE EXPERT REPORT 2017-10-18 IL5 i VERSION REASON FOR ISSUE AUTHORS REVIEWED,APPROVED AND SUBMITTED BY FINAL For submittal Audrey Cloutier, Bruno Pelletier, Jacques Marchand, P. Eng. P. Eng. P. Eng., Ph. D. ' 0/Ref:SIMC016188-023 DURABILITY ENGINEERING II 5 VISUAL INSPECTION OF ACCESSIBLE ELEMENTS A detailed visual inspection of the foundation was performed on May 30t", 2017 by representatives of SIMCO.During the inspection,accessible elements of the foundation system(i.e.the internal and external surfaces of the foundation walls, the garage and basement slabs elements) -were sketched on the inspection sheets. The current condition of these elements was also documented by photographs. Observable defects were noted and identified(using a pre-established code)on the inspection sheet along with crack widths and corresponding photograph numbers. Upon completion of the inspection,the extent of cracking affecting the foundation walls of the residence and garage,and resulting from the oxidation of iron sulfide minerals,was systematically rated from 0 (no visible indicia)to 3(extensive indicia).The visual rating protocol is presented in Appendix A.The inspection sheets summarizing all observations and photographs of foundation elements are presented in Appendix B. 5.1 FOUNDATION WALLS OF THE RESIDENCE The detailed visual inspection of the foundation walls revealed the presence of defects that could be linked to the internal swelling of concrete resulting from the oxidation of deleterious minerals (such as pyrrhotite). For instance, horizontal cracks and map cracking were noted on the external and internal surfaces of the concrete walls. Most of the defects were localized in the garage walls,with maximal crack openings of 0.1 in. No defect that could be related to internal swelling of concrete was noted on the left wall of the residence. N t w Vertical cracks and cracks at window corners were observed on the external and internal surfaces of the T d !2 foundation walls.The sole presence of the vertical cracks cannot be associated to swelling phenomenon 0 since they are typically attributable to phenomena such as shrinkage of concrete and/or ground v settlement. Figures 3 presents some of the observations made while inspecting the foundation walls. Additional pictures can be found in Appendix B. v t 5.2 BASEMENT SLAB 0 A visual inspection of the accessible areas of the basement slab was performed.The basement slab was mainly covered and only the areas located near the garage could be inspected. No visible defect that could U be related to the internal swelling of concrete was noted. Only a straight-lined crack related to the slab 0 geometry and drying shrinkage was observed (see Figure 4). N V C N a 0 0 C L U N 0 12666,boul.du Parc-Technologique,Bureau 100,Quebec City(Quebec) GIP 4S6 CANADA TF 1 877 656-0266 1 T:418 656-1003 1 F 418 656-6083 1 www.simcotechnologies.com Page 8 of 80 O ' O/Ref: SIMC016188 023 DURABILITY ENGINEERING 5.3 GARAGE SLAB During the visual inspection of the garage slab, map cracking was noted. Overall, cracking was light and seemed superficial. However,at the vicinity of the garage doors, cracks were wider with maximal opening reaching 0.06 in.The visual inspection of the slab suggests that the defects could be related to the internal swelling of concrete. Figure 5 presents pictures of typical cracks observed in the garage slab. 5.4 DEFECT RATING OF THE BUILDING FOUNDATION Considering that indicia of internal swelling were observed in the foundation walls a rating of 2 was assigned to the residence.As previously indicated,the rating scale is provided in Appendix A. >s Figure 3a)Typical Map Cracking Figure 3b)Typical Horizontal Cracks 3 t Exterior Surface of the Foundation Walls Exterior Surface of the Foundation Walls N (Rear Garage Wall) (Rear Garage Wall) "'�rm'`-gym - fir".?a'�A�a1F`;a.T`%r.•'r''�'�'.< s!4`ISRr.: cu:ih"'._ _ N .e . 7E 1 i 0 t9 C d C O - I n o Figure 3c) Left Wall—Absence of Defect That Could Be Related To The Internal Swelling Of Concrete v 0 0 L V d o 12666,boul.du Parc-Technologique,Bureau 100,Quebec City(Quebec) G1P 4S6 CANADA TF:1 877 656-0266 1 T:418 656-1003 1 F:418 656-6083 1 www.simcotechnologies.com Page 9 of 80 �7 O/Ref: SIMC016188-023 DURABILITY ENGINEERING Figure 4 a)—Basement Slab Figure 4 b)— Basement Slab General View Straight-Lined Crack r t a a Figure S a)—Garage Slab Figure 5 b)—Garage Slab ti Light Map Cracking Map Cracking at the Vicinity of the Garage Doors a u X N Ul L O T C O m c a a `c 0 v n 0 0 c a OD 2 0 c r u v 0 2666,boul.du Parc-Technologique,Bureau 100,Quebec City(Quebec) GIP 4S6 CANADA I TF: 1 877 656-0266 1 T:418 656-1003 1 F:418 656-6083 1 www.simcotechnologies.com Page 10 of 80 0/Ref: SIMC016188-023 DURABILITY ENGINEERING • 6 CORING On May 30", 2017, following the visual inspection, nine (9) cores were extracted from the different concrete foundations elements of the residence (Figure 6): ■ Four (4) cores were taken in areas of the exterior walls of the residence that looked unaffected by cracking; • Two (2) cores were extracted in areas of the exteriors walls of the residence affected by defects (i.e. extracted through map cracking); ■ One (1)core was drilled throughout the garage slab in an area affected by map cracking; ■ One (1) core was drilled throughout the basement slab of the residence (in an area apparently unaffected by defects) down into the footing located underneath (1). All cores were extracted according to applicable sections of ASTM C42-Standard Test d for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. Coring was done with an electrical drill. Cores were 3-'/ in. diameter and their length varied according to the location. The coring sheet is provided in Appendix C. Core dimensions are summarized in Table 1. Once extracted, cores were identified, photographed, and measured. Cores from the foundation walls of the residence were then sorted from the least affected(labeled A)to the most heavily affected (labeled F) and put in sealed plastic bags. Core holes were filled with a repair concrete. Table 1 —Location and Length of Extracted Cores L N CORE NO. SORTING LOCATION TOTAL LENGTH(IN) ti _ C1 B Rear wall 5.9 C2 E Rear wall 6.5 C3 F Rear wall 5.5 C4 A Rear wall 6.8 C5 D Left wall 6.7 x _ C6 C Left wall 6.9 Q C7-BS - Basement slab 3.5 C7-Foot - Footing 8.3 a C8 - Garage slab 3.9 a O N V C N 00 O O C L V N 0 2666,boul.du Parc-Technologique,Bureau 100,Quebec City(Quebec) GIP 4S6 CANADA I TF: 1 877 656-0266 1 T:418 656-1003 1 F:418 656-6083 1 www.simcotechnologies.com Page 11 of 80 v ( 0/Ref:SIMCO16188-023 DURABILITY ENGINEERING 2 1 (through map crocking) Deck 3 4 !through map «orktrpj'-► C8%/Foot) 5 V(Gs) (through map cracking) 6 Front porch Figure 6—Core Locations 7 TESTING As previously indicated the test ro ram was designed to full characterize the properties of the in-place p Y p g g Y P P P concrete and identify, if applicable, the cause(s) of the distresses affecting the material. The program includes eight different test procedures, namely: 3 N Visual examination of cores and measurements of main dimensions according to applicable sections of ASTM C1542-Standard Test Method for Measuring Length of Concrete Cores; a ■ Megascopic petrography of concrete cores according to Table 1 of ASTM C856-Standard Practice for ai Petrographic Examination of Hardened Concrete; 70 ■ 3-D tomography scan(CT-scan)of cores to detect the presence of internal defects; ■ Determination of the compressive strength of concrete cores in accordance with ASTM C42-Standard a test method for obtaining and testing drilled cores and sawed beams of concrete; z ■ Determination of the volume of permeable voids of concrete in accordance with ASTM C642-Standard 0 Test Method for Density,Absorption,and Voids in Hardened Concrete; a ■ Determination of the air-void characteristics of concrete in accordance with ASTM C457 - Microscopical Determination of Parameters of the Air-Void System in Hardened Concrete; 0 n 0 u c d 0 0 0 c L V N 0 12666,boul.du Parc-Technologique,Bureau 100,Quebec City(Quebec) G1P 4S6 CANADA TF 1 877 656-0266 1 T 418 656-1003 1 F 418 656-6083 1 www.simcotechnotogies.com Page 12 of 80 0 v N 4 Y a. ELLSWORTH CIRCLE agog ' 3t00 %,Aa.r 114.st •.1 1ol a&P TREES Ile �''� 4 EASEMENT i 06 r.s N • �� t.f: I o. / ik / 18 � / 1 . ft. •303. 5 s �3y,•{ 0 69 10'LRANAx EAsmovr /NMPMOfLONn&TO i 0"LOT I& S OSV7'45'W f4f.001 10 11 n r_ •r 14 (860) 291-8755 DEPENDENT RESURVEY IMPROVEMENT-LOCATION-MAP " esign Frrtddge Nos w II MCOM AS-GMT 1 rotessionals, Inc. SUMMMON-ownONS 1 & Z OF civil engineers a planners a surveyors Lot No. M -• Ellsworth Mc1C w or, ,cr A »srr-a satellite road, south Mindsor, connecticut 06074 SOUM WINDSOR COMNECTK= p&=w&r Ir.M AM 4-16-98 MAY j South Windsor BUILDING DEPARTMU-IT . - et 1'rr Uropnsed building or alterations to — 25 Sir,- %then with amendments stated In application a- il:7 xdh pinn and 1 agrde t., eomvly with all toning, .,g ..nd state laws And such orders as shell G. ssn+•d by the Building De pa during pendency •+ this apo4ca tion and final Issuance di a building ^srmiL us plan is .-rppmvetl subject id the conditlon that u�d.rs and ordinance■ regu,tating building shell bt c.nnphed •.v ith. Gondrtionaily Approved These filed wilh kubdina Inepnct Gerk ...�.�� I .. !'..i-,i i�J:'i Vr �.1,dEtil�vt,iT �. .'�'rlf\L,+,►•��� r'rc ;csed buiidingls), uses) and/or struaturolJ) s shown on this plan appearfc) to be ih '•�Znformance with current So,,th Windsor c � 1('guiations. Variances and soecizj exceptions ,,gay apply. -)a i{' Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-27042-B 4,200 BO1 FOOTING 05/31/00 DCJ A B10 FINAL 06/09/00 DCJ D PROTECT LATCH ON GUARD RAIL SIDE B10 FINAL 07/05/00 DCJ A APPROVED FOR CO AND CLOSEOUT q/jjf �f r i c 6��1 � r - LEGENDC77i5_tILINe L9F St D DI WN�D, fDED, arD Ivll GrFD'' �" ■ • , wlm 5TRAw PRIOR TO I re co. (� rrE serer DOES O IRON PIN TO BE SET [, �' NOT PBOAT SEEPING, THEN THE LOF MUST CE SrADL ZID wlm a ' � o MONUMENT TO BE SET � �,��' _ [�'��� ��• STRAW GR EROSION CONTROL NETTPJ6 TO PREVENT WtMFR A1� z a. ? y f?* d � '+L �a w °T J sPRNr, ER051N7N� PROPERLY NsrALLefl t �IaN ArtNr � • _300 _ _ EXISTING CONTOUR 4 " �� �f CaNTROLS NtIST CE IN PtX,E I CUJI KC& ANY EROSION Aw • y a EPP&NTATION Ply,-p� THE OWt,ER Is RE5PGN51DlJ= �'� -�- PROPOSED CONTOUR r - 'h� ,- -� . -�. ... N F: ' �+ ffi i r•' . `. ' �v.R��� 11n\ !iWVl1J� L�llli/Lf�/ ���' i h.FOR ALL STAMJZATION RE rTs 1 > 257.3 PROPOSED SPOT GRADE AAA A. SILT E � � • ° Z ROOF LEADERS TO OE PI VWjbED ON SPLASH PAP5. -, " i , x$ ' t r � N a ti AV ; FENCE - 9- ALL ROADWAY UTILIyT.�IES ARE r0 DE INSTALLED N CGMPLUNYE ,' x ' mow'? 1'"°;a% i. xt •... IF L SWOR TN CIRCLE " WITH TIE APPROVED r ARTRP6E NEAPOW IT 5LWTV1504 FUN5 � � � � � _ -�' A. FINKHED 6RADItJ6 AROITD THE ti(.VSE 51tALl_ ALLOVY A '� IIY,HI 3+00 _ {.Ty M �- � . f4L DROP N 6RAPE AT A PISTMY.E OF G Fir rRW THE FOUNDATION a :�ur�� " " 7 Y as # sit AS SPECIFIED N rHE STATE GF CGrA•F_LTIGtJf tjA51G DULDN6 GODS %4' �a ,, � �a 06 5 PARCEL ZGNEP RESIDFNTLAL A-•�D t, VARINJCE 6 w ED ON NOV A, 1995 by THE SGUfti WM60R ZONN6 - - WARP OF APPLA-5 TO ALLOW ALL LOTS TO A AO' PRONT YARD SETDKTx' �y"� �" s � i t y ' ! n' N / C.C. P. 6titAaEuT ` . 141.00' c , .,;q .<;- !*yF - x� x .p .. --- "'s •:#h ftx iT ��C5 '�"" NTl-T�CAG� �A7� # CT T[tI �ASEi•(1N T' 1 +� yja. "r-tk*mt-R� F_ -� a i. r� q ' 3. D p b' 1. SET POSTS ANDANGLE 2. STAPLE THE MARE - .�1`S.'�" ♦ - CING 5' UPSLOPF POST V SLOPE FROM POST- FENCING �. THE END EXCAVATE A 6".15" MESH OFTHE POST r #"#'•�` m+; ' r �.K.. �.. 'Y'� w �tih � FOR STABILITY AND SELF- CLEANING. * '" nbiE'""rt.`•.t',i''.°S t' . -.' ! °v {p Po« 4.,� �'# - �. 95' , 12" MIN. L - � Z= pa►.-ljf.73 I I I I I.I I H u= - I I I- i�I I_ - > � f.R =;��•� o �" � - I fi 7. T I iI � . w r� d.q.■ 3µt,o _ • r, 1, q; '`�;,.. - .Rc k. S`.r- ..; i _,, • t' u % o �yV.+377.5 ■ _ -s"+j� _ -.,� - ¢ "� - y4} • 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE ■ - • �y i�Tc`R THE WARE FENCING AND EXTEND TRENCH AND COMPACT ■ �- } sty d k- �,r Yy- gyp ' ■ ►"may -ABRIC IT TO THE TRENCH THE EXCAVATED SOIL. 9 I L • cn 7 #+ y7 �, #� u'+$�<' . Poo ItA.ILY COMPACTED 9T04 K pN 69 `• ...BACKFlLL 'Ln „'" _ - 1 ; �{: ......�........................ I � I�I1 �v�- �i y+ ��• rw 4_ �.F CONSTRUCTION OF SYNTHETIC FILTER BARRIER �!► - ��e Y �` , sCr , .�, - B, s3• ,- � P .lO,.l�✓ SQ. !t. �i 1F^ ,�+s .`cv'Ti' & G'• ?,�q� .� a A,`�S t 0.69 0 '> rig REFERENCE NOTE. �• " fi l —r VTI BOUNDARY AND TOPOGRAPHIC INPORMATI SJf - '�" N ON ARE TAKEN FROM PUNS �. •` r l�" E' a r / � I rK's F,I'r��� td:. ENTITLED "TOPOGRAPHIC PLAN-PARTRIDGE MEEADOW 11 , SOUTH MANDSOR, CT. DRAINAGEEASEMENT ��r. PREPARED FOR JMJ CONSTRUCTION, BY DESIGN PROFESSIONALS, INC. DATED 4� '" � �' tF� * IN FA MR OF L075 19 &20 �.^a DEC. 5, 1995, REV. TO APRIL 30, 1996. y+ t 01£R LOT 18_ I � � ,• �t b w"re ur• `-r THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2qy4+� . +�T l` *y'~ s+►�vn.• 'a y A 40 STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE �C e "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE �4� � z &w ; 7� , f T' <,9 j;4 OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT • a 4 t r �R ; M ? t yy +'4 - '{a•, _ .•Twr'-j rr I / / . F•, �`f *. '� ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 24, 1992. Gy,�T�ru, TO THE BEST OF MY KNOWLEDGE AND BEU F THIS MAP IS 'L• "°`. '' - �"° f-' y C o s. '" 1'. y SUBSTANTIALLY CORRECT AS NOTED HER r y, � DART HILL REAL TY, /NC �, � r �• - 3 ; Ya 658 ELL/NGTON ROAD 4 . ��,, 1 '' `'F a '� y ^n` w R N _ 12882 SOUTH WINDSOR, CT 06074 �A a .�• NY !�N« V "'�� ?. �r�a ~..`.,V.�� k RICHARD P MARTEL LAC. No. TEL. 282-0628r^ - <, i6nky Na cg �. 1.CATION o'SrSHASE NOTED. EXD ON EST REVISIONS GRAPHIC SCALE (860) 29'-9755 partridge Meadow II Cll�f � SHEET L.OGTKk1O AS SHORAN ARE BASED ON BEST AVATABLE INFORMATION. ALL EXISTING UTUTIES 40 0 '20 40 esign L OCAT101�A M 1 slam BE FIELD VCRLEtD PRLOR To CONSTRUCTION- SUBDIVI910N-3ECTION3 1 h 2 BYALL UTILITIES LSultwym ,�FIELD rofessionals, Inc. y �T p T� (� of AWN is WVALID UNLESS IT BEARS THE Lot bloc 1OT — 1G1bw®rth Cirde MV BY .CS NQ:.95277-rd �A IIMitESS1d1 OFi1L AIO ORL(t#NAL 9GNATURE 1 inch = 4o feet civil engineers • planners • surveyors fl �'r. aF THE PROFLSfiONAL ENGTNEER/SURVEYDR. NO. DATE OESCRLPI)O/J BY 165 south satellite road, south windsor. Connecticut 06074 SOUTH WINDSOR CONNECTICUT BY Rm 26.10.1?9 rr:, I ..i _.�' ,.- n• w ry _ •r' . �.,_ ..o - , _ .tip.• .+ - - Y i'c a .Ir - - - - t�'s._.:. w..F...a,,.' :n.a... :5��_�✓_4'Q,:� EF:u_ '� -L_r-_'J -... .. z .e,.., 1LAKe' .. .. .-., � �.aN'.3r JU" 1 4 t"8 South Windsor BUILDING DEPARTMENT 1K,1R -EC1taNG DEFT. 1 TO N OP SOOlff-Y&MOlt Whis certitied that this'plan and speeifldiltr6ne aketirus steles of the proposed building or 'alfefitlonr t0 all �t L�j U��te13���.�.�eE.�.t►..t ' e"her with amendmehts stated In a*katlOn and 81W, with plan mad I agree to conlbly wiRg'dry zoning. Hallding and state laws and such ordefr ai'ihall " "sued by!the Building Departmeht dur%� plindenay aY this application antl ffnh! laeuallce d}•a dIANI t. oerwtit. a Lign This an approv • lect-1O the d"dIloh th1� oeders and ordinances regulating bulldflW *hall NA complied pith. 6Dodam"aft Approved .The" •i" ng ln%jx' e vn• ----- 14i.- - NOTES, I. UTILITY LOCATIONS AND INVERT ELEVATIONS TAKEN FROM AN IN5PECTION REPORT PROVIDED BY THE CONTRACTOR. G c Z. ALL ITEM5 DEPICTED ON TH15 PLAN HAVE BEEN VERIFIED IN THE FIELD A5 TO LOCATION, ELEVATION AND COMPLETEE55. 1 3. PARCEL ZONED RESIDENTIAL A-30, } w 4. VARIANCE ISRANTED ON NOV, 4, 1995 BY THE SOUTH NIINDSOR + ZON!N&BOARD OF APPEALS TO ALLOW ALL LOTS TO HAVE A 40•FRONT YARD SE r8ACK EL L SWOR TH CIRCLE 3+00 00 y,k? 111.7 14.00 10' CL&P LEGEND 20' STREET TREES } e EASEMENT EASEMENT a O IRON PIN TO BE SET - MONUMENT TO BE SET _, 00 _ _ EXISTING CONTOUR 287.3 EXISTING SPOT GRADE - - W — WATER SERVICE - C -- GAS SERVICE a !„4C*14r.sS n _ I J.o, n S• �) IS.b i .4O w � r / w 1 _ / i /N v 1-1 b u 33v— i i 18 .{ 30,J15 sq. ft. REFERENCE NOTE: 3 f 1'/ y 3SI o 10•DRAINAGE EASEMENT BOUNDARY INFORMATION IS TAKEN FROM PUNS ENTITLED /N FA VW OF 1075 19 & 20 "PLOT PLAN—PARTRIDGE MEADOW 11", SOUTH WINDSOR. CT. Ob£R LOT IB _ PREPARED FOR AAJ CONSTRUCTION, BY DESIGN PROFESSIONALS, INC. SZ6 DATED DEC. 5. 1995, REV. TO APRIL 18, 1996. S 084745" W 141.00' THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE VATI SECTIONS 20-300D-i THRU 20-300D-20 OF THE REGULATIONS OF cONNECTia1T STATE AGENCIES - 'STANDARDS FOR SURVEYS AND NAPS IN THE STATE OF CONNECTQ/T' AS ENDORSED BY THE CONNECTICUT ASSDCIAAON OF LAND SURVEYORS PC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. VERTICAL ACCURACY CONFORMS TO CLASS T-2. TO THE BEST OF NY KNOMLEDGE AND BELIEF, S MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 100 O G 128d2 RICNARD P. MARTEL LIC. No. 1. UNLESS OTIERYIsE Holm,DaSTING UTILITY BENISONS GRAPHIC SCALE ;a6o; 291 -8755 DEPENDENT RESURVEY IMPROVEMENT LOCATION MAP SHEE" LOCATIONS AS SHOWRMATI ARE BASED I N BEST 40 0 20 40 eslgn Partridge Meadow II REC�OM A 4 SHOULD MFOfYVEW ALL PRIOR TO ONS RUC SHOULD BE FIELD VERIFIED PRIOR 1D CONSTRLK:AON. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD rofessionals Inc. "DIN'MON-9EL`TION3 1 & Z BY A LICENSED LAND SURVEYOR PRIOR TO � OF CONSTRUCTION. Lot Edo. 16 - Ellsworth Circle ■M Br �'�: P.WU7-10 1 3 THIS PLAN IS INVALID UNLESS H BEARS THE civil en ineers • lonners • surve Ors MPRESyON SEAL AND ORICMUL SIGNATURE 1 inch = 40 feet 165 south satellite road, south Windsor, Connecticut 06074 SOUTH WINDSOR CONNECTICUT OF THE PROFESSIONAL ENOpiEER/SURVEYOR. NO. DATE DESCRIPTION BY By.. Rj4 pA1F 9-ZS-18 I -SEP 1 1998 South Windsor BUILDING DEPARTMENT 7J IHt Wir4 CEPt. 10'1,71 CF SO,Tr� �+ tl6 this crnlficd that this plan and specifica!Ignf,arr trw coples of fne kroposed building or al+eriations to be sr�Ntd`st --- Street wir with amend-menU eta}ed Sri arpileatIon and filelledd with p1a4 and I agree Ja comply with all Toning, t3ulyding and stale laws and such orders as shall be i Issurd by the Building Department dutlnA pendency pp A this affealiod and final Issdanca o4 � bulldih peftnit. Signed _ 'his plan Is o0proveV 3ublect to the cbriditlon,Ithalt orders ar.d otdinanees tegelating building shall to ,ih, L�iM.tiunatfy MN'or,p,b These tiled wll.� t'snld,ng lncpector c;.h LEI _ f� r NOTE!& I.UTILITY LOCATIONS AND INVEICT ELEVATIONS TAKEN FROM AN INSPECTION REPORT PROVIDED dY THE GONTRACTOR. O.ALL ITEMS pErICTED ON THIS PLAN HAVE BEEN YMFIED IN THE FIELD AS TO LOCATION.ELEVATION AND � 5.PARCEL ZONED F 51DENTIAL A-50. ,'., Y 4.VARLANCE 6RA M ON NOV.4,I14M BY THE SOUTH WINDSOR ZONING BOARD OF APPEALS TO ALLOW ALL LOTS TO HAVE A 40'FRONT YARD SMACK. ELLSWORTH CIRCLE 3+00 ,.►v ;:f�_00 r`' >�1•' /4 00' LEGEND 10' CLdrP 20' STR££T TREES w e EASEMENT EASEMENT 3'�T'� — � O IRON PIN TO BE SET * 13 MONUMENT TO BE SET 10 - -109- - EXISTING CONTOUR x 287.3 EXISTING SPOT GRADE—� 7 — w — WATER SERVICE Tt: • '7''" — — GAS SERVICE a 44C.*342.45 �„Vq 00, �v 3S � �r18 lo,' .1 30,315 sq. ft. 0.69 oc,✓I'r REFERENCE NOTE: _ 33y' 3� 0 / ZO,LURAINAx£ASEuDa BOUNDARY INFORMATION IS TAKEN FROM PLANS ENTITLED /N FA4G1? QF L07S 19 ?O i OI£R LOT 1s ZV 'PLOT PLAN-PARTRIDGE MEADOW II'. SOUTH MANDSOR, CT•. PREPARED FOR JIAJ CONSTRUCTION. BY DESIGN PROFESSIONALS. INC. DATED DEC. 5. 1995. REV. TO APRIL 18, 1996. s 08T0745'W /4J.00, THIS SURVEY AND MAP HAVE KEN PREPARED In ACCORDANCE MATH SECTIONS 20--300e-1 TNau 20-300o-20 OF 7HE RIALATIONS OF CONNECTICIT STATE AOOiCES-'STANDARDS FOR SURVEYS NO MAPS 01 THE STATE OF COINECTIC T'AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.VERTICAL ACCURACY CONFORMS TO CLASS T-Z TO THE BEST OF MY 1040VLLMGE AND SIELJEF,�M MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ' 12Be2 I 1 RIOIMO P.MARIEL LTC.Na 1.u1aaSS 07HMON Norm DUTM UIRITY REVISIONS (860) 291-8755 DEPENDENT RESURVEY IMPROVEMENT LOCATION MAP SHEET L,�L,�,AS 90IN ARE LAsm I N e GRAPHIC SCALE AYAIABIE N/TIRMAIIdI.ALL EXISTING LITEfW 40 TIES 40 esl n Ptrr&idge Meadow H me= As-a&T1 S1101AB SE MA VUHM R"TO CONSTRUCTION. t.AIL UTRITES ARE W BE SrMQD N THE I= rofessionals Inc. 6LJBDIVmUN-$ScnoNS 1 & Z BY A LICENO 0 Wo SURVEYOR PRIOR To OF CONSTRUCTION. � a Nvslo trNcss IT BfARS LIE civil engineers • planners • surveyors Lot No. 18 — Elbworth Circle w er. Ab M1 isw-» of PRaFasalK eorRia�/31?VEVOL N0. DATE DESCRIPTION BY 1 inch = 40 feet 165 south satellite road• south windaor. Connecticut 06074 SOUTH WINDSOR CONNECTICUT �. pTl M?-$5-10 r L-P2V MAY i : ,/-61 ID South Windsor BUILDING DEPARTMENT 1 SOUth ���It1dSOr mil_►!!DINIG F PA,r i ' i-r.1T 10 THE SUILDIK DEPT. TOWN Of SOUTH WL4050i. This certified that this plan and specifications art tru, copies of the proposed building or alterations to b. -rected at yy//�� // co,-C /t,..jp/� Cmil. Strer together with amendments stated in application ac sled with plan and I agree to comply with all zoning +uiiding and state laws and such orders as shall c ...sued by the Building Department during pendent t this application and f al issuance of a buildtn. >er i Signed _ 'his Pi A s►Proved subject ! the condit n tha+ .irders and ordinances regulating building shall be _ompiled with. Gonditionalty Approved These tiled with Building Inspect" GWM oats ic,ERI-IFICATION OF ZONING COstructNCE sl Proposed building(s), uses) and�o _s shown on this plan appear(s) to be i �nformance with current South Wind_. ulations. Variances and special exception .lay apply. -Date g of cement Officer 07 NOTES: LEGEND THE BUILDING LOT SHALL. DE LOAll Ste, APD ML1 CHED MTN STRAW PRIOR To I55UANCE OF co (IF THE SEA90N DOES O IRON PIN TO BE S E T NOT PERMIT SEEDNG, THEN THE LOT IVl Ce STABILIZED WITH o MONUMENT TO BE SET STRAW OR EROSION CONTROL PETTING TO PREVENT WINTER AND SP 300 _ _ EXISTING CONTOUR RING EROSION). PROPM-Y RJSTALLEP FRO`54ON AV SEDIA.FNT _ Ca1JTROL s ML15T DE N PLAl TO CONrRCt ANY EROSION AND 30 o PROPOSED CONTOUR n 15iEPW4TATION PROMfMS THE DULDER/OWNER Is RE-SPCN516L' + FOR Al STABLIZATION RI Q_FZAi TS. * 287.3 PROPOSED SPOT GRADE u Z RaOF LEADER5 To flE PiSC.rUYR6ED ON SPLASH PAl SILT FENCE '- 9. A L ROADWAY UTLITIE5 ARE TO pE INST'ALLEP N COI,IPLIANrl EL L SWOR TH CIRCL E WITI THE AFIll "PARTRIDGE MEADOW 11' 5UBDNI5ION FLANS A. FIW9T>ED GRADING ARO-W THE HOUSE SMALL Al-OW A 3 INCH 3+00 � 434.25 00 DROP N GRADE AT A DISTANCE OF 6 FEET FROM THE FOIDAT16N A5 SPEGIFIEP N TM STATE OF CONNECTICUr BASIC GULPING CODE S. PARGFI 2OIl RESIDENTIAL A-V 6 VARIMUE GRANTED ON NOV. A, 1995 BY THE SOUTH WIP 60R ZONNG - - — DOARD OF APPEALS TO &LOW ALL LOTS TO HAV! A Aa FRONT YARD SETBACK 141. o, C•G.tP estsfimeoir Ytt —Air - .[ Ioe srl�cr rte� eaSwa.+r z• �7o,Ae o J Fare[ iILA+' K ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE YORE 5'UPSL.OPE EXCAVATE A 6'•6* MESH FENCING TO WIRE FOR STABILITY /-POST UPSLOPE FROM POSTS. FENCING THE END OF THE POST 7 AND SELF- CLEANING. ��0 _ • t • 1 95' 12" MIN. 1 _ Z 11=1 l - I-ff —Ilf�1 [ell -,o..Y.=3A1z•� 147 , I I l -Tf, 4, r = � r .Yr.: 3y1.0 0�% • o.,, to. , .� 5 � ' Y. DlaaE '� E• - - - - i 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE YORE FENCING AND EXTEND TRENCH AND COMPACT • _ � FABRIC IT TO THE TRENCH THE EXCAVATED SOIL. 9 : :• y COMPACTED '" 'TbrSO N L ..... •� - BA XRLL O i •Sr'TOGK PI Y.t / nl ........ ........................ 7IR ail IlAh2wm I �� CONSTRUCTION OF SYNTHETIC FILTER BARRIER i 301 315 sq. ft. i 0.69 . REFERENCE NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS , ENTITLED 'TOPOGRAPHIC PLAN-PARTRIDGE MEEADOW II" SOUTH WINDSOR, CT. '20"DRAINAGE EASEMENT PREPARED FOR JMJ CONSTRUCTION, BY DESIGN PROFESSIONALS, INC. DATED /' IN FA VW OF LOTS 19 d 20 � DEC. 5, 1995, REV. TO APRIL 30, 1996. OWR LOT 18 _ - i THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 STANDARDS OF HORIZONTAL ACCURACY AS DERNED IN THE �5 OF co "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE AT J OF CONNECTICUT- PREPARED AND ADOPTED BY THE CONNECTICUT J t• 'N��E 4,� :Fo- ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 24, 1992. E Q ' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS 4 Z SUBSTANTIALLY CORRECT AS NOTED EON. DART HILL REAL TY, INC. 0. 11 , 658 ELLING TON ROAD O 12882 SOUTH WINDSOR, CT 06074 REO� �o RICHARD P MAR LIC. No TEL. 282-0628 1.UNLESS OTHERYYTSE NOTED,EXISTING UTILITY REVISIONS (860 291-8755 0 LOCATIONS AS SHOW ARE BASED ON4,BEST -- `� GRAPHIC SCALE ' Partrid8'e Meadow II © SHEET AVAILABLE INFQRMAUON.'ALL EyiSTINGOUTIl 3 40 0 20 40 esign LOCATION HAP rillBE FEND VERrlm fill TO CONSTRUCTION SUBDIVISION-SF.CT10N3 1 & l 1 ALL UTILITIES ARE TO BE S,AXEn w TO FlELD rofesslonals Inc. BY A LICENSED LANO SURVEYOR PFUOR TO 1 Lot �p /1 OF CONSTRUCTXMI. = LVt ®< fl0` �'.)<18�®!t� V,i!lC�C AMNer .,aB,Va: .ure.n-Te 1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE civil en tneers • lOnners • curve ors IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 inch = 40 feet 9 P Y of 1YIE PRDFESlONALEN4wEER/9JRvEY0/t. NO. DATE DESCRIPTION BY 165 south satellite road, south Windsor, Connecticut 060Ja SOUTH WINDSOR CONNECTICUT er. Rd4 a�7&&•ll•9b a OUT +UL � G IV95 South Windsor BUILDING DEPARTMENT 10 THE BUILDING CEPT. TOM This certified that this plan and specifie,tioss are tru• erects of the pro bu i �p create et �SyrpJ nor are to�e� t eth Stud it am o s sicced in /fled with p1Ah and application Ana /r Builtlln �16ree to chmgy with -101 toning, s and state/ A and s�'ch ord-f as shall be 1 issued by the B 'I of this a Departmcv�t dufins nndency permit. icationfiiaD;L issv once oI • building Signed ` This plan is i orders and approved atebJeet to the condition that or dinances ,49LAA1m8 building shall bs complied with. Conditionally Approved These filed with Building inspector CIeM n=+te 10 , q 9 REVISED tt^* p l 1800325 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/03/2018 GIS ID: 30500025 FEE: 82.42 MUNIS APPLICATION# 201801113 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DON CHILDREE GENERAL CONTRACTOR ADDRESS: 25 ELLSWORTH CIRCLE ADDRESS: 89 COMMERCE WAY OWNER: —MOURA DENNIS M&ERICA R SOUTH WINDSOR,CT 06074 25 ELLSWORTH CIRCLE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REMOVAL OF FOUNDATION WALLS AND FOOTING REPLACE WITH NEW FOOTING WALLS [2018-06-29 10:55:47 mariadacevedo]: SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BYj E BUILD PARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/3/20 1 8 4:l3 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800395 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 08/03/2018 GIS ID: 30500025 FEE: 0.26 MUNIS APPLICATION# 201801113 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CRAIG FOX ADDRESS: 25 ELLSWORTH CIRCLE ADDRESS: 15 LINDSAY LANE, OWNER: MOURA DENNIS M&ERICA R 25 ELLSWORTH CIRCLE BROAD BROOK,CT 06016 DESCRIPTION OF WORK: REMOVAL OF FOUNDATION WALLS AND FOOTING REPLACE WITH NEW FOOTING WALLS SPECIAL CONDITIONS: DISCONNECT RECONNECT GAS FOR FOUNDATION ALL WORK TO BE DONE IN ACCORDANCE WITH TIIE APPLICATION AND PLANS APPROVED BY TIIE ING DEPARTMENT. CONSTRUCTION TYPE: ' OCCUPANCY GROUP: BUIL NG OFFICIAL 8/3/2018 9:56 AM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1800409 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 08/28/2018 GIS ID:30500025 FEE: 198.00 MUNIS APPLICATION# 201801339 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CRAIG FOX ADDRESS: 25 ELLSWORTH CIRCLE ADDRESS: 15 LINDSAY LANE OWNER: MOURA DENNIS M&ERICA R 25 ELLSWORTH CIRCLE BROAD BROOK,CT 06016 DESCRIPTION OF WORK: NEW HEATING COOLING SYSTEM NEW GAS FURNANCE NEW 4 TON A/C TO REPLACE EXISTING SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APP VED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: • OCCUPANCY GROUP: BUCLDING fJFFICIAL 8/28/2018 8:26 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800257 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/03/2018 GIS ID:30500025 FEE: 0.26 MUNIS APPLICATION# 201801113 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CONSTANT POWER ADDRESS: 25 ELLSWORTH CIRCLE ADDRESS: 74 BROWNS ROAD OWNER: MOURA DENNIS M&ERICA R x 25 ELLSWORTH CIRCLE STORRS MANSFIELD,CT 06268 DESCRIPTION OF WORK: REMOVAL OF FOUNDATION WALLS AND FOOTING REPLACE WITH NEW FOOTING WALLS [2018-07-24 14:47:13 mariadacevedo]: SPECIAL CONDITIONS: RE-ATTACH 200 AM UNDERGROUND METER ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED THE BUl DEPARTMENT. CONSTRUCTION TYPE: ' OCCUPANCY GROUP: BUILMN6 OFFICIAL 8/3/2018 9:51 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE