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HomeMy WebLinkAbout24 GREEN LN Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 24 Green Lane Date: ty 2 HVAC# 19000654 Sprinkler# Estimated Cost $ 2.500 .— FINAL APPROVALS Building COMPLETE RED BOXED AREAS Permit Fee $ S Occupancy Fee $ t n Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.for CO. Total Fee $ 5`; TO THE BUILDI DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 692 The undersigned hereby applies to do work according to the following: Applicant Location of Work p Lot No. Applicant's Address Zy (:W- E N LAB E Tel # O UQ) -y 3 L" Town 5%3V-'TVk W %N 1D S'OK-- Zip l7 CS T Lic.# N%G• o'2.L5zf(10 Owner ,13%-D 5'6,g %0 k = FN CA,P S A- S'o N S t o C-- Owner's Address 241 C-Il?X£0 �'b N 1r� &&W s Address I21 Ir t4 ('�E 9P%-&TK w IyAOsOIF— Zip 0 (od"7_1 N/c RNoN Zip 0(Ov(o Sq. Ft.New Area: 1 st Ff. 2nd Ff. 3rd FI. Total New Area Purpose of this permit 13" %200 City Water 0 Well ❑ Septic System 0 Sewer❑ ao Iao/S2 Ins: HO SP _ Area Basement Garage Approved by ±Jnv- IJate " S• 1— Use Group Construction Type Revised 1108 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 w thi buidrig and its use is allowed. J t Signed CA., I hereby apply for a Certificate of Occup r the work described in this application for the permit. Signed��71C —— DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS I DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT ��7 APP rli 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 (D t (Building Ins r) 4 Application must be printed or typed FEE SCHEDULE L ation 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 A•k C-KG,cl APPLICANT ADDRESS Pei, P-:A6u(V`a q A(N 0"k-ccCSa— APPLICANT PHONE# g�V Ctla C1 u- W N S f OWNER fy% yv l G Sc,f ,1 (1 OWNER ADDRESS c9U C� v-e r-n60 cam O :� r OWNER PHONE cRUC) —1qt—A �OO� C � ESTIMATED COST $ IS THIS A CONTRACT COST? YES NO � FEE ENCLOSED$ p,rim TYPE OF JOB: SOR•Co New Installation _Alteration/Addition Repair Revised 12/22/11 �3- ,aolgOo31aq APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A KRESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ ASSEMBLY ❑ MERCANTILE ❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ FACTORY ❑ STORAGE ENGINEER'S NAME PHONE ❑ GARAGE ❑ MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑ YES ❑ NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN f j SIZE OF WATER PIPING&RISER WATER HEATER: TYPE ` Cb PC-C1 e MANUFACTURER F p—h DESCRIPTION OF WORK o- \ L Qt-kA Vej 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. bz<, CQSu-) � C :::� CONTRACTORS LICENSE NO. f TYPE STATE SIGNATURE OF APPLICANT 1 l041~ Se, ZONING COMPLIANCE FOR SMALL STRUCTURES " t (Sheds and detached decks 200 sq. ft. and smaller) 24 Green lane Address of Proposed Structure: Zone: RR Name of Owner: &kjM QiN.,�P. 771.a/4�, Swum.. GIS PIN: Phone Number: NO D 4-3.20 9/ Application #: 8s�?-7 1 Name of Applicant: ()VIAJ-- Address: ;� !' G recfx. Phone Number: $ Gy 4&a 0q'2 Email: car'n) SarT r1 Co' cox. np_� 2. Structure cannot exceed 200 square feet. TYPE OF STRUCTURE: SHED DECK (not to exceed 30" from grade) DIMENSIONS OF PROPOSED STRUCTURE: aox IQ . � 3. A Class D survey must be submitted with the application showing the property lines, all other buildings and the location of the proposed structure. 4. Is the property served by a septic system? / Yes _ No If yes, the applicant must complete and submit a B100a Application to the Health Department for review and approval. The undersigned hereby permits Town staff to enter onto and inspect this property during reasonable hours for the purpose of reviewing this application and to determine final compliance once construction is completed. I, the undersigned, acknowledge that the above information is true to the best of my knowledge and that the above requirements are understood. Applicant Signature: Date: Owner Signature: gzj,G,,�/ Date: J Reviewed and approved by: 6?ajnjtA j2. Date: Zoning Enforcement Officer Reviewed and approved by: Date: Environmental Health Officer cc: Assessor Building File 04/3 012 02 0 ORIGINAL ENERGY CASTILE With traditional cast iron beauty and patented combustion technology,the Castile pellet stove brings the best of old world styling together with proven technology in home heating.As efficient as it is beautiful,the Castile delivers continuous,steady heat when you need it,while reducing emissions. Castile shown in classic black. CLASSIC BAY 1200 The large Classic Bay 1200 is more than simply a beautiful,three-sideo showpiece.With the elegant full view bay door,the patented burn system and revolutionary ignition system, the Classic Bay 1200 will remain a focal point in any room for years.Classic Bay 1200 shown with standard black door trim and grille and optional log set. SANTA FE The Santa Fe combines contemporary styling with convenient, user-friendly operation,and powerful heating. This pellet stove will efficiently warm your home for years to come. Santa Fe shown with black grille and optional log set. V PELLET STOVE SPECIFICATIONS Technical .. a Performance Weight Btu/Hour flurn Rate Hopper Convection Particulate Width Height Depth Capacity" Blower Emissions (lbsl Input' fibs/hrI ilbsl (cfm) (q/hrI Mt Vernon AE 28-7/16" 32-5/16" 29-1/16" 429 14,620- 1.7-6.1 81 220 .9 52,460 Castile 24" 28-9/16" 24-7/8" P58 12,900- 1.5-4.0 40+ 160 .7 34,400 Classic Bay 1200 28-1/2" 31-5/8" 27-5/8" 349 17,200- 2.0-5.5 80 160 .9 47.300 Santa Fe 25-1/2" 28-11/16" 21-1/4" 240 12,900 1.5-4.0 60 160 .7 34.400 'Btu/Hour Input calculated using premium wood pellets at 8,600 Btu/tb.Btu/Hour Output will vary,depending on the brand of fuel used.For best results consult your authorized Ouadra-Fire dealer. "Fuel density and pellet shape may affect hopper capacity. CLEARANCES Mt.Vernon AE „ � A Back wall to appliance.... .._... _2" B Side wall tapphance...__..__........_.....__.....6" ALCOVE INSTALLATION: ® a CORNER INSTALL Minimum alcove width.......................................40" C Walls to appliance....................................2- Minimum alcove height......................................43" WITH TOP VENT KIT: Minimum alcove side wall....................................6" D Back wall to flue pipe.........__......._.........__._.3- Maximum alcove depth......................................36" E Side wall to cast top.., _..........._._._6" F Back wall to appliance....................................It" CORNER HEARTH PAD SIZE e c CORNER INSTALL WITH TOPVENT KIT 38-3/4"w x 38-3/4"d Advanced Energy G Side walls to appliance................. ...........3" Castile A Back wall to appliance..................................2" B Side wall to appliance....................................6" ALCOVE INSTALLATION: CORNER INSTALL Minimum alcove width.......................................38" C Watts to appliance......_...._...........................2" c WITH TOP VENT KIT: Minimum alcove height......................................43' Minimum alcove side wail...................................6• D Back watt to flue pipe....................................3" Maximum alcove depth......................................36" E Side wall to cast to F Back wall to appliance..................................7' CORNER HEARTH PAD SIZE Original Energy G CORNER INSTALL WITH TOP VENT KIT 34-1/8"w x 34-1/8"d G Side walls to appliance.................................2" H Side walls to flue pipe............................ ...... .3" Classic Bay 1200 C A Back wall to appliance..................................2" B Side wall to appliance.-. _......._.......6" ALCOVE INSTALLATION: B ® CORNER INSTALL Minimum alcove width ............................... N1c, C Walls to appliance.........................................2" Minimum alcove height......................................44" WITH TOP VENT KIT: Minimum alcove side wall....................................6" F D Back wall to flue pipe....................................3" Maximum alcove depth......................................36' E Side wall to appliance....................................6" E ® F Back wall to appliance...........................7-1/2" CORNER HEARTH PAD SIZE e� CORNER INSTALL WITH TOP VENT KIT 40-5/8"w x 40-5/8"d Original Energy G Side walls to appliance.................................2" Santa Fe A Back wall to appliance..................................2" c B Side wall to appliance............. .................6" ALCOVE INSTALLATION: CORNER INSTALL � Minimum alcove width.......................................38" C Walls to appliance.........................................2" Minimum alcove height......................................43" 0 e D Back wall WITH TOP VENT KIT: ....................3'flue pipe................ Minimum alcove side watt....................................6' ro a Maximum alcove depth......................................36" „ E Side wall to appliance....................................6" e F Back wall to appliance..................................7" CORNER HEARTH PAD SIZE Original Energy c CORNER INSTALL WITH TOP VENT KIT 9 9Y 36-7/8"w x 38-7/8"d G Side walls to appliance.................................2' H Side walls to flue pipe...................................3" . PROTECTIONIMPORTANT — READ BEFORE Use a noncombustible floor protector YOU INSTALL J. extending beneath heater and to the front/ Refer to the Owner/Installation Manual sides/rear as indicated.Measure front dis- tance(KI from surface of glass door. for complete clearance requirements I.........-.2" and specifications.The images and ® I J•.........2 descriptions on this brochure are K K 6_ ,,, „x,B11,r,aq,,d ..11 provided t0 assist you in product 'See owner's manuat for exceptions side ofpge(00dedaesl selection only. ........................................................................_................................................................................................................................................................................................ INSPECTION FIELD SHEET 08/16/13 Printed by Peart, Dayshell 11 27 06 INSPECTION: 53554 WOOD / GAS STOVE PERMIT: STATUS: APPLICATION: 201201529 LOC: 24 GREEN LANE SOUTH WINDSOR PROPERTY ID: 38300024 OWNER: SARIN PABLO C & MARIA CAROLINE D CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL PELLET STOVE IN KITCHEN. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY SCHEDULED: COMPLETED: 08/16/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 01/09/13 DOUG PASS B010 FINAL LEGEND O E"S11N0 IRON PIN r EMS11N0 NIONIMENT 10 CLT/73 M.235) --0— E)OS INO CATCH BASH AND PPE 20 'STREET TREE l.A$]IENT V foe--------Dasrno coNTouN fw EMS11N0 SPOT GRADE \ f \\ �"•G OWING TREELINE 138.41.3X�2, \ \ n'Z \\ --- PROPOSED 50.T PENCE / Sp•f,Y` \ 42.40 .--��PROPOSED Cp/TOIu! 134 MERROW. MARK& JO—ANM, b � 140.�7 (VOL 1398 PG. 75) N 129 1 139.19X ��lu:f�4g , kf OrC TMR i JODICE. SUSAN (VOL..1441,PG. 304) AR6 N)37.70 _ ARW, ABLO,C. & MARIA rW / t.rem sYw nwK men on VOL 1271 - efl.wrfff..fterwNw�wsfsfa 41,5E sq. 1fL ,0.95 06. 11�1 wt�.lrf'��df lM�[.nm rC��A \�� •\ ,'' _- 5. ffwr f s f ww■,fs ou r r n wars w tv.Yrssr.fn N/F ,) r �•\ > /\ `j MATTHEW J. DURBOIS 4�, . \ k - (VOL 2075 PG. 178) ///; f. Y+fewer w w nr fts aver.ros.a ar fr+wr r-■Y►r rr fasss p� ; �ZaW Gp'N« r fwe�fy{IQ.I�fllr Ae�lw w N m.w'On rpel.q r IIM fMe1r14 fw.w•s fw f.n 4 use nfriao r awianTt a Yiloim ufifa'�"woos-wr r rf.�s oY.T N faav r �' 1 N/F • fl a Yw r 4 wwwr ws of w fwrrtr,t. 1 1 dt.4• .wmrK.mMe.f..a.....wwr..n.nararmrm....Ta.r.r.. HARVEY R. FINE r f I Q '' Q�*• fe we w r ferrne me d•ee w r emfrnrur mum"w mm frrwf (VOL 120 PG. 089) � ;� �SET � �� ...,�„� '��`1 h. /ONR r f.tre.YYw�Yefq ernr fffvn Arm" GRAPHIC SCALE COW)mf-waa 1100M1a1 9EET fraYar r.fort..froo. sa19n PI OLS BY MURPHY �r-wEaro� fT 1 eI,fYrfO 1Mr Orefw 1t0,. ••� o esalonals, Inc. .rrr swfw n out.N OF 1 Inch - 40 Met ewx rtphe.. pl-- rrrvfge•r Lae NA G!1RHSN LAMeY.wr �f r Nrw041Krwu�iefa Na I OAIK DCMMPm" I/ 47a 1WW A—r smwt wl d—.CYn—V.A OW74 sour"wNOea6 communwr 5/7/2021 ., Town of South Windsor Planning Department f, 1540 Sullivan Ave. South Windsor, CT 06074 Accessory structure - sheds, decks (small - under 200 sf) 24 GREEN LN South Windsor, CT 6074 By receiving this permit, the recipient gives consent to searches and inspections as required and shall operate in accordance with the regulations of the South Windsor Zoning Regulations. C�, II G • D 112 5M2o21 May 7, 2021 Pamela Oliva, Zoning Enforcement Officer DATE SIGNED 'PERMIT ONLY VALID IF SIGNED BY ZONING OFFICIAL**'k 2/2 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# A ereby: BUILDING DEPARTMENT 1 4,q �'%PROVED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 IIbo Date ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Z & 'Oe-t.4 L, Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT vin /�lv�o � y�;i ��e,^ �.e ✓.f S 5-e APPLICANT ADDRESS �(t ��/,� `Z�,(, ��,..., ,-"2 7511 pCe7• Ct APPLICANT'S PHONE# �(p p y gse) 7 7 7 OWN S F OWNER i,I C , /11 et610 q q< OWNER ADDRESS Z y OWNER PHONE �6 y 3 Z a Y 3 / •. = ESTIMATED COST$ IS THIS A CONTRACT COST? Yes L-****-No FEE ENCLOSED $ 3,6 TYPE OF JOB: 'tf R•C" V New Installation Pao -A6 Alteration/Addition/ Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY S �t 4J,,VeycAL ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCYU EDUCATIONAL PHONE cG ❑ INSTITUTIONAL ENGINEER'S NAME Wu_gVlg' �.lu�,�o� & 2FC110❑ FACTORY n // _/ ❑ STORAGE ADDRESS 9� "IerAs 5A ❑ GARAGE .� El MIXED USE CITY Ar /7 dew STATE (f ZIP d 10 (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS 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/ L THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT LtZ7:CjjL DATE — Z e. -11 Town of South Windsor — Health Department x 1540 Sullivan Avenue, South Windsor, CT 06074-2786 a; Phone: 860-644-2511 ext. 248 Fax: 860-644-7280 B100a APPLICATION (for building conversion,change of use,building addition,accessory structure and lot line change) Standard application review time is 5-10 days,if soil testing is needed additional time will be required to complete the review process. Street Address of Proposed Activity/Structure —c�42/'ir7. a e 0 Z/b / ZY &r-c-cn ke-. ,). �/r�ra� ?(onoYJZ 6q3/ Owner Name Mailing Address Telephone Applicant Name(if diffe(ent than owner) Mailing Address Ole y2Z, Telephone Describe the proposed structure or activity with dimensions: /S/X 3Z /� rca✓rnc/ o Residential Number of existing bedrooms Non-residential Please describe Property served by on-site well? Y (!V If No,List name of watef company Property served by septic system?0 N Age of system Date last pumped Plot plan—attach a scaled drawing showing property lines and dimensions,location and size of existing and proposed structures,and site features such as driveways,wells and septic systems,drains and water courses. Building plan—attach a sketch/floor plan of the proposed structure,addition or renovation showing existing and proposed rooms with door and window locations. Soil test data(deep test pits and percolation test)are required for the review of this application. If the data is NOT available,you will need to schedule an appointment with the health department for soil testing As property owner or duly authorized representative of the property owner of the above referenced property,I agree to allow the health department staff to enter the above referenced property as part of this B 100a application review process.I further agree that this authorization to enter the subject property may extend through a period of time ending with the final B 100a application approval and affirm such with my signature below. Applicant Signature: se Date: FOR OFFICE USE ONLY: Approved: Y N By: Date: Comments/Conditions: May 2011 11 k�'t i r4 r'F• T1Ft r``�'t�yz ii " l•:s'k k.k W,.I''jr k _�-r-t�15w •�1 + 5 - r 3 -t sr L�fr nr .-� n 1 _; �' `. �:. 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(11;CICTHESF SEYlE1�11MP0i27',eHT !FE;p r"l'flfIx11, UGHTER,tOLOR- Allows a more solar nerdy lt., . ....... 1' I I�+I I,��I(:•t hl�,tf illy t 8-FT PANELS BETWEEN SEAMS-Nobody efse !I t, Ihf',;l! , : I,tll�l,i :. ItI;tl�l t f It;rt r heats better, less seams; less pt•oblems. L 1�..LLc,, ,Ir)1-r1:, FXCLUSIVE 1I00-TITE19 SSEAKS-01anl el: l,�y; fi,,l I I', I„111 i,l ►i 1'I I,, ., , I1, ,• DOW RESINS--The..toughest, most durahlu wal:,,li;ll rnnn, PI?E-TRIMMED.ROUMOS 'AND OVALS—La;icr l.(.) WHITE COVER SHEET`==Protects blankets T when tu)I. ill FULLER BUBB(LESUnifor " II IrII:�I. l,r,l.11:r, Il:;ts longer! �F I:;J } 1•t![:IL LI a' color m size,and ! V4;1Ir::�jo:, Float hir �lttr, l• {]LY]'i�,'�•,C'y''':. f` A ?=,I;lfj"�ON�D6lK!11I-GRdL1Nd'REEL 3Y3 EAl! SyL_ :► :'. Blanket rolls on and off.in sec°ndsT l!�'1 NEW? AE011 GROU 1 ` ,•• mply'float blanket:on:w'..�', . so ��- :�Heavy-duty One- or two-person opera6 r1l ��bEAs ur pool,,bubbles down:'•' .'•i'• ®• �Y- tY t-base For superior slreu�I I, ,�,,,1 si.ihilil• ! move excess material . Pre-drilled—Easy to instill! Clin be folded on or oFf (from in or r Al a pair of household aFult-size winding wl{ecls for easy ,,•,,i,,,ll , tl'e pool) in less than a minute! Out of ssors. ®Quick-release blanket clamps! Ill rluires no maintenance!' qw•blanket to rest on 00ptional casters for r.,jsy u,llarr,,�1 -Fits[ t left in l Me!Pool or re,nov.ed for pool for.two days 6 Fits tool vviAfis 12' to l4'! �Call I,c are trimming. easy storage! j line-year full warranty! ' • __._..�._.�.. � '. `�'��!4; �`�����1a���l.�u� 1�"f1;[!;�t n 1 ,�{:�'1�L5u�'�A.it� 1:i3 L1.rr��'`d�III� � 1' VOID DROWNINGMSKI:r-'•' 6Ud.011 CCV11-WI[t U0[lUPPoII 011IGH[• ILIOI!CWM II M A11AV.CN111)I IN 0 a D GJI Cl l'•. Im 21i 01 of$JIM INO9[COVI1. al1.rOVI ItA"Dn104YANR•.CIIIID CAN DOO,VII �)`r " —�^- OII rot O/COVII. •. ,�+r �`,a[_ i NI I.IWI CCrvrllY)Co11PtM1r D[L01[ JF flAl IIIl1 —11AY,A 11.J1 Ulm 7-11911, '' - •- JL.Y fJ �r� 1� 1�.� I,oN 1(c Ur10114 AW4019111 ir'U01`0loWCJ /1�,, Lag .•' � '`�^'1�'� +II Uf1 IO 101101V All 1-11111101,301 Llr1 m`a '•R�• �T-R� 3;'gl'�ir•JJI e cvu u.xanl<r c9 nxo,vM.1«?. �l r)IVl';Irl)`j 01:C/INUM/PoLY,4ip f,,4 11?I',-)I:�.�lk'yd i,dt••,1•y,;.rrrlla'11.C1_.q r. I�7i MEE dtUAR ard MADE N USA MODEL: PGRIM-2. 1:1181 i A la rrn - ETL Verified to ASTM Stanjarul , Deiects Intruders - Sits on Deck Battery Powered LO',]v Battery Indicator New Sensing Technology Easy to Use Pf Resek Ft Pricp Remote no-poriant S'afe!.Y F!qaftlrie pecgiver I" House Remote Receiver Horns ary as di? at 1f'. P fee POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, and gate alarms since 1982. All P001guard products are proudly Made in the USA. Po'olguard Pool Alarms were tested and rated No. I by Good Housekeeping Magazine. Poo1guard Pool Alarms have been tested and verified by ETL to the Safety and Performance Requirements of the ASTM International Pool Alarm Standard, F 2208. IN G'A, 0_I1 , 111TV )OL ALARPTil NEW Weatherprc,cof D,--$jqIr) NBAY Alai-Fri Sta.l.)IN7ing. � ivy,��'R:°t•:t--- ;�, < ...w:;� c+t'�''i,:'.L'b: 'o ,��-_�ji`s 5 ..�.�:q:�Y.'X��:f�. .fir s^•'4•��;',- �� " �' t:� ..t� .4� .. ''�o - '•i.� .."mot •.ice',�i ac c b s - . Nm Ca- tc.` install or retrofit in ever) the tightest space - - rnollel: r.:. frC'rlIiitYi to 'dOl'1 BTUs all measure 21 L x z I lfvy r 281-I 14- - - - Rotating digital display means more installation op-tions a-id easier access to view operating information h - r `I e t ir.F1, for �C tlr II,F- �•.iilalde r i tiaiiJl el;;:a::<u i�a pr•:�F�.n.� :r,:_�Chl;. Fool 1LIilg 'F >leater size _ Neater Size- - - ¢ Temperature !Model 200 Mo6e1 250 >yodel 300 IMode9 400 Mode1 2t)0 t 9ode1 25D M-del 300 Modd 4(A _ Change/ Pool Capacity in Gallons 24 Vlrs- Pool Sur q' Sur-face Area in S Ft at S.5' Depth_ - -5�`• 97,387 i121,729 146,075� 19 1,766 z 2,364 Y�2,955 3,596 4,727 10 -4� 48.691 60,864 73,037 97,383 1,182 1,47E 1,773 2 369 15 32,461 l 40,576 48,692 64,922 768 985 I,182 1,576 20 24,3.46 30,433 36.519 48,691 591 739 887 1,182 25 19,477 24,346 29.216 38.953 473 591 710 945 30 16,230 20,288 24,115 32,461 394 493 591 788 35 I 13 12 17,390 20,869 7,B24 e, ,�µ,Y: `1f �' 2 338 423 507 �,75 40 -- 1 _.173 _ 1.5.216 1 B,260-- 24.346- 295 69 44_3 q I a'�t S�- ����]:?,yam`,-.j�•r.-f."h•� - --------� -� � � tj Spit Sizing i i:��;...:�i�;;'`:'�-• �,q,�+dr1 ').UO UO d � JL � � 1%YiSc>'`is.'".• %., 1 � � ...,-»._.... ... �...._..-_v...n�OO�.:..z.'IIG._I.�.bf �.,e.....,,.fOD_,. ...,.rx��::.. '?i30 f I,Gilt� ,l I linutes foi-30"F TC 1-riper atun F r:e 0-leater Input in I OIH I B Tt Y F.: .. -`•t�`hi., 11)f) ! I F1.11 'TOi�.f l -I't.(.1 :.11 62.0 7 a- r�7a1 l iI 1 � _Il.l 1.p l �rylb;,�¢ •5`j n � .�'{ ' ,(1 � I_,r: _� � 'L).:j � � tri'_i f _.`I. I h,11) � � ;7:1 �� A:��'1� � I i I :`• '11 fl 2r.`:, 1?ll l Ifl(I III It-,� s ?O i r;ll1.� ` ,•,i�,5 F�r� O :5.(1 i I.li I I,1 I Pl. ji }7Lr ,y!'—�.c!�,�✓��•� �� ��t)IC.. �(t'�j—�.�'t�y _.ta.%tip n'�xr � f r �l1 i,�►P+'mot i_,r4 r_ I Ldr-' I.►r�ucY iU I_';,ritf,ly tNfl?! ."M111±1'4 lull:hy %II /11'.1,'Fl:fir �; I� � II�r�+I+.sF•i',� � �,`�/� �F1. l^1�-� { � f•k �^��.� ,� ,yam t i�'� F •-..`� - InCt�(lyetit�l�ritah:(� �. j�.��l� �`.ula � �, �� •.�;;�- 3 Relia ble anti-body (-I It !}dent pIOtectioil foI bout" peace of 1111r1d 3 IntelliFlo vsf svn is the firsi p-lrnp lnnth an integrated Safety Vai:rlllrrl Release Systern(SVRS)which provides an irnpoltalrt layer of .entrapment protection. safety Features Includes a built-in controller with proprietary software that detects blockage and automatically shuts itself off within seconds. Meets ASME A112,119.17 2002 standards,thus complying with the Virginia Graerne. Baker Po6.`_'atety Act SVRS Requirement;:. i'Iq'_;UR.`. f;�lil-ratir_lilIN1�uITP( lit,:,'d-Io6agedeiertion/;huiIlf-c,:;1 ilillc boil r,pf .3411ri''d Illi_c. OW f OttXNaIP- Until•ie other devices hitellll l r v'.F','✓(t;purnp', Svp.i pru(,'(tU)I I r-annot be Turrlerl off For add.d Safety,if the VFV_ beCOril6'^,disabled,tl)e pUrnp will not nun- _ <Y 'k 7i 1 • �r t� •.Jafety lock-out feature(password protected)prevents pump speed settings from being changed by unauthorized personnel s t .•8 _ ���4JV l K• w�q � f`t. K1. .'1 ,JYJ���eyL j.-T r� i� [ '1 r. * i.ip�,:�cr`:c`! ttr} 1r`r`.'?r,'�•' .•td 3Ya• .�j �i:' kie Vf►g. . G�a'�tne Bakal' a C& a �afie lost of M*i %"g'. <<f,: >. 5� �.. utfit t� .r,.' � `3.;i;. `•} •�i`.�'.:.', •n• ..�= 'M1' ..n..y.�'?:i lm.�51. f? Sa, ♦f.� - I r�lL .<'1• I�_wvIT. ..1• .�N.'.:.�'��jj iR i•l r5 y I.ji. • - �•, t,e Thlshewferfaflawti�tas> naiefe =_' ,`:r >>. ;x •,. tstictltinentrapirr nl SiN lean A i ' t`°..x:, '-- �y ng rf tviwYi rll alh sysCE(iiSL es e a a ftfdtfa* IITt{1[fsr,. fFStI po 2S ff s V' erii f�� .^2 :^s::�k,.'l: >t x:lg. :�'' }..,.; t`�:,. (n � Ftl,OR •t t 6Q :-T r ulteliieiifs'fof tnt�s t , .. r=, ^'r e4 r1le ore;tipIne..a.p.ve°t glflEg i 't'... �b._y��'" et d ' addiri�j :.:,, gfi511 IT ..ng pogfs%'pa qn dl ;jpI�Is3�te s` � �u �.._,.�r.rt •,.� .r � 9 1 S, a;Vf � ma Ize�J li low 1!.-t!!r ' 't 1. F t{ Tf 9af- .�Iii utfr.�elria ,� e, r S/R N g: t i t�g Vein n t e'e.2 lltr �? r:: ul a ds d6iiiOt8�fore:}f, s '.f I '•.-.: ! Fs;C3rlbe'dl3eraled. fterthdtdate. 'i ytem:. l K�Dfiilage:-$Yvstm.t4lrurnate•' u[ip>S?Q''Off t. �'•' !F.:x.-," :'x:- .iti. .IFys_z4cu,i:n.y1..� K.r"v D�alrtf,.v rt egUirerO'it APul!'daillc vet SYSte!11.,5f,1[�r tnbi a6)etl►enj;off � , : fe d'' s pd to AsMEIAN ,l . , s�'t1e` Y, „gdrrtflned Icy cerlifi I K �. Al G12-L�B [i07 nlu t=be 171 flldd Y CdFlsueF lsrotJuc{Saleb Issi`dy�o�beii (etive Anbth r q`pt100 I td'spbt 1!061 cJr i ME' ;a dual Wih syslenl Hackup uµ�fern R�c[inl emenfs suCtlQn I li frjr each turn)must I;.e P I� y f I witharfa~ast 3 felt ref!di rMidH 1 , lllr Pbejj d Arid will be cui'I Iclerefl Ir rq.,gmphancr vurth the ledr'iril Iiw �,, t I tnii sulitiirsril d tlr�,uiS r�InllFici irF the P11mIi �e:?)Ihrl`e�nl Csro cli::nil: For.fnkirP F(iffll-ftldtl0rl abut) thG Vlfg(f�l� Gra�171a E1akf-1 P#I,it II le rr lfE.1ap it rri' t)th��rta r� rligle linhtcl�.k.,alllr."rh�irl .1r, an�.1 rva ysifPty Ari'�Ild how to cti171Fj1y revl�w El;�II ,u111161lAtiledlmrl iliclurIP ;.i,3mnpOr ler,(humor, ItFlt 1.. Li11lIJa Ill.m 1''' I.: ih1s,n'-erPradU!:1; i(Jffi.almll Inc I1 te Il it lligpnt Uardi1e Sp-Qeti F'un`ip ` t .. ti Y;�S f- PIGIPIEEPIf`,IG `_,'PECIFICATIONS Intelli lo'"'vsi-svrs PUiiII) The impeller shall be secured to the motor sh all by rnearls ell.1 Recirculation purnp shall be Pentair Series Model IJo. n-iolded in brass insert and a stainless steel locking screw into the end of the motor shaft.The pump shall be capable of self priming centrifugal pump, phase,60 Hz operating a t up to 42 psi,104`F continuous"ater temperature, Genera! Notes 130*F ambient air temperature. The electric motor coupled to the pump shall [De of the NEMA Install pump in a cool,dry,well vented location away from pool 56 Frame permanent magnet synchronous motor(PMSM)totally heaters,and chemical storage. enclosed fan cooled series with stainless ste el shaft and double Pump should be firmly mounted with pipe supported to prevent shielded,single row,lubricated stainless steel ball bearings ,vibration and undue operational noise. Motors shall be continuous duty rated at'130` F(or better) Allow I?"niinirnuri�r..learanc.e.3hrnau lid fro i.elvicirna ambient and bF suitable for outdoor insiallat i on The purn�J ri Iotor shall be a NEMA Ff Frame' qu:;re H: rig =IICI',rl 1'1_ rrllnlnluril cle Jrrllil:el,e(nnrl mlJ l.1')r rl,l F!r4'II..I IIU totally enclosed fan aloled,PNASM for senicr UfI 8 7:a0':nl! • i:ilgtor overt Ieating rilay be caused by a vol ta)�e drop I:Ir elecirir,=:apply.I he pump shall be rated tr_,r 1-1 rp^a,C'essive vidtage E ,ore that wire„i a and voltage ilipui I. __TDH. The pump shall tie tested and certified by_i n,111rN�:1ily properly regulated- _ recognized testing laboratory to conform to Watiurr.l ,anilitlon Foundation ';tandard 50. :�peeificatir�n The drive meets all CE and FCC requirernents for line noise • The recirculation pump shall be aself-priming,centrifugal t. design with a hair and lint straineras shown in the plans. Hair'and Lint Strainer The pump body and attached hair and lint strainershall be e The buna strainer shall consist of a polypropylene body,poly constructed of non-corrosive 40%glass filled polypropylene carbonate cover with 0-ring seal,and Cam and Ramp'locking materials,and close-coupled to an electric motor by means of ring,and a strainer basket of mineral reinfarced polypropylene a seal plate of the same material.The pumpbodyshall have a material. single suction port with a 2'NPT on the hairand lint strainer. A discharge port of 2"NPT and a winterizing drain port of = The strainer body shall be 2' NPT suction.The strainer body NPT shall be a part of the design. shall have a removable drain plug forwinterizinq. fhe pump shall be a back pull-out design to allow servicing The strainer basket shall be securely positioned below the without disturbing piping. The pump shall leave a 40%glass suction inlet of the trap,with access for inspection and til led polypropylene diffuser to aid in priming and it shall cleaning through a removable trap body iid- The trap borly hd contain a bronze wear ring for the impeller.The impeller shall shall Lu secured by means of a Cam and Ramp",locking nrxl be of the closed type and Noryl", non-overloading at any point on the performance curve. The mechanical shaft seal shall be construded of cerarnic and carbon seal faces,with stainless .il;f-1 hlas:, and Buna N materials in the spring bellows portion Commercial Pool and Aquatics"` It%:1/HiwPins�Ivelitlr' ',x4liir N('_.111) /'il/rtlr- ;i11(1!i.i/ ' 1'I bll IJk'/1i.71r1 a),a, ..F i}J{�LL¢,(�[.77 1:. ^'U +y, +�� t .•,y'f.'J•r � .{�.p��',e[��_•-r-4i_.�.,taw��ypi•ir�ya[�_.J,,. -_.•j..i✓r...u�eyra�s..-/'.ram..• ,ry - -�tf :''✓i'-..r (':T ii :ik:T : ;k �.�i..-.��!!,Fi[�:1�J��;.-�' ijf^"P'` �- ._•.-..�'F;1 .�:#41•''b91�1 ��1 Lt rA�,�r''..rp". .::i,u•� 1 r�� � :�" �. 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SN4 Rated for 80GPIvI nix,- The pump drays throUgh the main drains azid th.sllrface skimmen i � _li:i I.I1.'. + tl'..: e°'_t1IL•'t:Tl it�r:a' C'!'t'p.I i .l7'r I,n�(i 1�'i-ij j' r j 'rn , +-!7 -iUv -I PC J— i-r n it_L i mot', "? n L- - ,.p _ tZdr_i t11C tl1rs- flour suction outlets. The suction is split. Pools by Murphy and Sons,Inc. 1 Richard Miuphy / BARRIER CODE COMPLIANCE AFFIDAVIT Pool is being purchased from: Pools by Murphy r& Sons, Inc. Address for new pool: ZU (�, - , �� ) . �z'` %sue r_1 Property Owner's name: OWNERS: PLEASE INITIAL APPROPRIATE ITEMS BELOW I/We have been made aware of, and will meet the pool barrier requirements. Me will meet the pool barrier requirements by using one of the following barrier alternatives: There will be a minimum 4' high fence with self-closing /self-latching gates, with gate latch operating mechanism minimum 54" above grade, between the pool and the residence to meet 2003 IRC, Chapter41,Appendix G. t,. There will be a fence with gates as above between adjacent properties and I/We will be using the residence wall as a barrier and will meet all safety requirements for doors and windows in the residence wall. I/We have been made aware that we will not be able to have a "Pre-Plaster" Building Safety inspection (i.e. The inspection that would allow the filing of the pool with water) until all pool barriers are in place and all Zoning Ordinance requirements and Building Safety Code requirements have been met. If required by local authorities, I/We agree to have our fence contractor erect a temporary fence immediately after pool excavation. Signature of Property Owner(s) G SCE date date S17_ Form #105 rev.2/05 do 4-41 IV& 1'? ENTITLED "EVERGREEN ESTATES". SOUTH wl RAH,, AS PREPARED FOR HORSESHOE LANE ASSOCIA a�y INC. DATED DULY 14. 2000 REV. TO OCT. I 3 � Lbt 7 r�; ?<P EASEMENT � CON STRUt7t9,%L_ENTRANCE PA6" i S EASEMENT 13 , 6" OF 2" STONE 0 ILTER FABRIC I DR 140.9 � ; - TOP I39 \ p� BOTTOM 135.50 00 OLF 6' PVC 0 1.0% J V i / U 5 W tk S� 1 139.49 / `J INV.-136.70� ` / �� � a� DRY � INV.=k35.92 I TOP 39.50 49LF 0 M 135.5" IN 139.00 1250 GAL. SEPTIC TANK \ 1NY.=135.67 — c� 3 3 LF-4"PVC ® 22.37: — — memo owns mm - -- - - nT ��IId South Windsor BUILDING DEPARTMENT tQ W auunur<IrAin P,^-iticc tna* n.t•plan ...,��. AbppsK :M1on.s to flied Wlth 1tA •fnenAments aided In air, Moi s�lj n19 eMric !tale t,vs'Isra Cis COc ytply withal tls ning that �n-w" *" Department od ror* as shall bR p1Rryh, Hai Issuance or • Ou�tllrt• p'Ah ptAn'11s�i �Ns am`SiliFid subject ro the a ttlfil+d ,e,�y%. +ems reQulat" yulldinndltlon that att�titi�' Y shell 0• These ll•d wlt#% iuttitlKy ',swctor Du• Clem i _ S"l-E\•i'1- 0i= C;ONNL=C"I'ICU'i" UGC.-3 FINANCING � f/�"i'LNiL�N I' /11V11=NL�lVll=t�l I" 1:011owr Illstruc,tiollt;C�_ueftllly --------- --�_ ---- — - _I _ _ --_ --J---- CZexluestinc)Pa] y u Cyst C),—` Sp.ac(>fol filing office use only Name Ithe All-Gas & i quIlynent- Co. Ar 60— 3150 Main Street CITY Hartford, i sulc Cr 21! _ 0G120-- — i.11111141.I-II•IAI9 11 IC)SIA 1111,11411 1-11-F 8 L t I I C_Itr':III IA I I0FI; I:II^f,11Nr!Ilr'45 0I tho lr!,Snl•1111 f 1111+'IM51(<)V(!I1C::!^]I/Crl r'iNly A1+I1H4i:11NI IIN:rCIV+Y11NIhN1:�1:1!nlll•!111.—_-y ACo11TH IUA nU11: I:lI1!(,IIYUIM55 VI IIIn I,III:\IN•IINI t;l Olnnl Oilt kWulili"A a1awo 1•lilll rosl+e'A to Soctnity Inut.ent(.)U1 On Soc!xed P:x1y uln111910nU 1105(;Onfl-1naliall IS coaiI1 wd for I -J Ilw;NLfilirnlid rc+i'NI uavirlMJ by apLilbin --1.CT .4 i::Il:I1L;r,.N f(hIS u!(+amid);(CIVC.INIaI•!O(i1S51pJi I•'tl Ni i;rt1117a Vi 7i!:NIII iNi(hl`i5(d nssirplac kl il•in 7c;:v>;I atcO(;•;pnarin(d a:5kf!or N)i!:.n•+._� -Y^. --^ :i, AP41-11UNd IiN IF(PART Y INFORN INFI011):'1 his Anlendualat allnctn 0 U::blo,iq_f_f t;ncuv+d Pat(y Of le,mul. Check Only molt)a(Own'.two Imrus. Am AM o(Ie id m lollwol boxes Md POEM alyNOilliil(n NdCNlII wa NI one(i al."7. I_I cl Vd Iiw.n:uno it's I/IN A,11-SS:Give Iain CIA InUUili lldow bul^n)Sn w(iI+:aka Dive new U V1il_rl(i oivnrs:(;i:n leconl lunge ❑AI IU mien:Clgnj 4i!ilr 1 7a n 71,a1NI IIISa Arm n.uu•e(N u.unn charsy:)NI il.m 7n is 71 ulnl/Ol nevi adihess(if addwss dl.nip•)N!ilom 7o low?"A in"Mom W% also coo ble w"n 7tQU 0 apPli w&). G. CURRfI'I r ltl-CUIZU ltlf"OItF.IA'11011 '--�__-_--_�------��-- -_-- -- �— --�-- f.i C>lib:AilllA�IlUII':.i11P.f�11---------- --------------- ------------------------------------'- GI!.II IUIVIUIIP,I:,^,V;9'f tlA1�IH I-IIZS I'IlAhil_' MIL)ULG I IAF,41i 111-I�IX 7. c)IANGCe OR Ac()i_U Ii VOWA I l0li 7ir. Oft(iN117J1'I1011'S unaal_ Olt ---- - -- ----- - -- ---- %1111UIVIiil1Al•S FAIT Ih11dL------ - -- --------- - - - - -- _- --- ------------- -'-—.._.--- -- ---- ;;rm-r_• rOu'IAl_Couc coun - t (Y.' 7d. fAX IDlI rll l AI)D'I_II IFO RI: (e.'I:YP19 Uh OIZC)nbIlZAIIC-N I _7[..IURISDI( I IUfI OF llRGAfIIZAT IUN 7d.OR'uAl iIZA I101'Ii�L IU(F,OI'l IUNIAI_ DAGMU DI-13 V�RZAI1011 '�0. A.HIhFIUbIL'-NI 1'(COLIA'I ERAI_CI b\I•IGk):check only nnr Lox. U ta:clibo cullnhaal >j(I deleted(n rJ ndde(.I,or dive I;nlile ❑ rrslatral collatrxal discriplion,of duscriLe enllalel al i_.i essKlued •l•.b.e 1:61jowint;desei:ibecl et[uipment ti>>Lii.ial: ms beclt i.ttstallccl upm No above dcsGdbctl fAb(:ur's teal put)_pelty lwalcd at Zy L�L�'n�,c=+.JLJ.41� ^� ��►� Co.u)tc066u1.(saiel ica1.pr0.perty bcilli;clesc.tibcd irk S011edlik;11. [tillich.ctlui[))l.ten.t ..Jt gin l.)Jc:l)rv[)cr!}r o.!_ lbe Secured fatty at all. limes lteveial•ler, iltclutli.tr.; lllo tit;l.tl tripe Sccurct-1 pat l.y ltl nrll;c're fseltaab1e' (,nlry it) ruttluvc; Tha clowdbed ctlt6 meet.: V 501I,tl.lut). t.11_idca�;[ot.u)tl ptv[)ane t;U.r)I�ti.i).� r tivilli :�ci;ulaturs itr. ([ ha_ rdware. 9.N AI,.W OF PAR I Y UP Itr_CORI)AU I I IORIZII I(; I I IN AtAFA)DIvIPIl r(ninth rd asskpu+r,it I)lis is nn Ar npxnnld),III Ibis is ml AnansLnrnl mnlmlizrl by a t)clA�h vlI M1'il—'- "�- a(I,I.pmalr.lal wall nm aull al%V 0,AAn,cN x this is a T.,nainnik,n anti a sized by it Lm+�ol;ohnok hero f-) The All-Gas & Equiputent Co. 3150 Main Street Hartford cr op('t�.0 .list enter"no N IWNM alnlNx hwi If us Alhatithlui(I, ---------'- s:t:�ilitAT•iitniiofi�snAr�lr_ ' uR ' 91!.Irn)Ivu?I IN.'S PAST'I IAlvll= FIRST i AI:II_ -- FdIDDLL""�Ib\a'fG S11F1'IX Iv. Ol'I1onnl.rariil>E-FLlZEII(;L)AFA rll_IWN UI'h I(:11 col'1'-COI lblrt:l ICU I-UCC I-II h\I ICII10 31-ATI=1vl Fa I'r AHCI ID PA r..i,n,(Fnrnl Ut;C 3)(11,1W-0 1/29/2W9) i Electric # I1Ot Iles# APPLICATION FOR BUILDING PERMIT Plumbing# 24 Green Lane Date: t 41 — 1 HVAC# 11909329 Sprinkler# FINAL APPROVALS Estimated Cost Building COMPLETE RED BOXED AREAS Permit Fee $Engineering TYPE OF PRINT ONLY Occupancy Fee $ 0 7� Affidavit Eng. Insp. Fee $ A - ► SIGN ON REVERSE SIDE ppr.forCO. Total Fee $ -11 70- TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant sir, M11404!V LocationofWork Z4 (Oft-an LotNo. Applicant's Address Tel # %p 3 S/9 q 7 ZY Town 00u,r ti k CT • Zip Ne V Z'L Lic.# AVC 053 790Y Owner i5mr 6n ect r Architect Owner's Address Zy �P�h A0. _ Architect's Address _ Zip -- — - —Zip— Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd A. Total New Area _ Purpose of this permit Co y 3.1' t V_rll 200( OE City Water Well 0 Septic System Sewer 0 20 1 1 V o 4,$7- Ins: HO SP Cert. Area Basement Garage Approved by Date ' � Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of , South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which t building and its use is allowed Signed I hereby apply for a Certificate of Occupancy fo the work described in this application for the permit. Signed —;��-:�*4 DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS __ J INSPECTION FIELD SHEET 04/08/22 Printed by Middleton, Morgan it 18 01 INSPECTION: 40853 FINAL PERMIT: STATUS: APPLICATION: 201100687 LOC: 24 GREEN LANE SOUTH WINDSOR PROPERTY ID: 38300024 OWNER: SARIN PABLO C & MARIA CAROLINE D CONTRACTOR: REQUEST BY: PROD DESC: CONSTRUCTION OF 15 X 32 INGROUND POOL. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 08/08/12 PRIORITY: SCHEDULED: 08/15/12 PM COMPLETED: 08/08/12 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: MARIA 0 860-794-7609 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING 08/16/11 ROSE PASS B002 FOUNDATION RAY ® 860-338-1947//BONDING OF REINF-OK B003 FRAMING (ROUGH) 09/12/11 ROSE PASS E002 ELECTRIC UNDERGROUND TO LITES & BONDING OF REINF* 09/19/11 DOUG PASS E002 ELECTRIC UNDERGROUND PETER ® 860-883-0713 09/13/11 ROSE PASS E009 ELECTRIC OTHER BONDING OF PATIO REINF. E010 ELECTRIC FINAL H002 HVAC UNDERGROUND H003 HVAC ROUGH P002 PLUMBING UNDERGROUND P004 PLUMBING GAS TEST LEGEND C EXISTING IRON PIN ` 1q2 0 EXISTING MONUMENT 16 CUP EASEtrENT � $ EXISTING CATCH BASIN AND PIPE (VOL 1173 PG. 255) 20' STREET TREE EASEWENT 13a-------- E)asnNG CONTOUR (VOL 1242 PG. 117) JAo REEK - xsln EXISTING SPOT GRADE "^EXISTING TREEUNE 138.4'�3 ` 136 � 9� - - — — PROPOSED SILT FENCE 50' ` 42.4 39-00 --�,�--PROPOSED CONTOUR t"1b50 °"YM4L� /wr a PUC I os IP S �34 ` 13f.00 MERROW, MARK & JO—ANN1 0 14017 '-,s \ o �� \ \ �� (VOL. 1398 PG. 75) B. " *o 139.19% o. �f 4 if �N 1 s 29 / r3 SEPPPC TAWCO qe Jg�• b / /, V' ' o v N/F JODICE, SUSAN • ;� 50 N/F �� a� +3 (VOL. 1441 PG. 304) ARIN, ABLO\C. & MARIA 0 37.70 CO1. "07m WO GAL __ C E D. 1 ffN� 2.,NIS NW IS DEPO1111EXR ON I��I lao (VOL. 1271 G�5�6) ` , ' '�a�' t �/ `y 41,546 sq. ft. \ 0.95 ac. YW RFEt1E110E: R y �• x 1 ,.REOM As-SILT ROVENFIfT.RF LWAIM PLAN 0801 DIT RElRIEY PREPARED FM \ _ _ E\Q�'D/MAIM LW On 11.-24 Q11M LAW SOM�QmR,OO/EZDpR , � 5. BEET,a,DATE, REMSfA WALE,•_40 FT.PRFPAIED BY aE9aM PROFEsaaNAl9 eR N/F �` ; , / \ %\ / , i / I MATTHEW J. DURBOIS (VOL 2075 PG. 178) / 19 8.6 MA AIEY NOIE4 / ,/ i N69 3 0 ,?�? w 1. ns SIITVEY MD YAP HAS KEN PIEPAAED N AOCORDNRZ R11M S1.•IARB 2D-3=-,7M1 2� 2.]0-2R . WR�A+,w•__- E TIE REplLATIp15 OFCONEOIICUf SPATE AOENLlS-•STMOAIDS FOIL SLRIEYS ND YAPS N 1,E STATE �� i I I �� E'• / Y. C4 N OF OOIRE OMIT.PAEPMED MD ADOPTED BY THE 0010Ef=ff ASOOMINN OF LAD S1RVEVOM W6 IMEIRE4 24 INIS AE PROPOSED POOL RELArtFROPEIM l!6 LOCAIM SURVEY-PRVO®-NO E3 NIEIE.4D W OQICT TE lACA710Y N' I 1 =G, •TMB 8 A TES RWY RASED M MAP WEIR)CE 01. N/F ♦"MMWAL ACQRACY k1EM MASS A-2 STA DMD D 1S A VER C&AOQRIACY MEETS MAN T-2 STMDMLS HARVEY R. FINE 11 ' . I*lit � _ • TO THE EST OF MY IOIDWMW AND FIEF,IM YW 8 RRSTMLTIALLY 001VIEM AS NOTED MEIMM (VOL 120 PG. 089) IP SET/�D 1 w�. � "� Fes' .• ,alp N lit. . ".wt.11ww uRRENCE R aE794FIt,F. 1.tBREW onEEIA1E 1101m ENWHK UIEJTY REVISIONS (860) 291-8755 �A= Fm SHEET IDCAIRM AS SHOW ARE BASED ON GRAPHIC SCALE ■l�p�r L WATM AVALAISHIMXD R N D VEIII ALL E]S M Lw ,- 40 0 2D 40 POOLS BY MURPHY - SDI.D RE Fm 1E]iED PA01>o OOISIRICRON. 1 2.ALL UNIZIES ARE,o E STAM N 1!E MW _ rofesslonals, Mc. 1 BY A LICENM LAND SRVEVOR PARR TO * 'L LANE INIS lM 6 NVMD IRAf9S R EARS AEneers Wl No. U - 24 G� LANE �Or AM +�AM-JM OF aF 9OWFEMOL#L 8Q14 R/�IRVEV1X AID: DATE DESIOW N BY 1 inch = 40 feet 425 Goan Avenue. South Windsor, ConneCtiticut surveyors S01liN MOOR, CONNEOKW 1 this ccrtitiad that tnis pl•:n anU :aGif�cat�•••�• :opies of the proposed building or elterattons t. erected//at Q1W la ✓te2 t�LG✓V_ Str .- ogether with amendments stated in applisation an, 't ?sled with plan and I agree to comply with an zoning Building and state laws and such orders as shall t, issued by the Building Department during pendenO �f this application and final issuance of a bulidinl, permit. Signed This plan is approved su ,Oct to the' n thai orders and ordin,,nces rt'gulating bu Ing shalt be per_plied with. Czall"onally Approved These filed with "auliUng Inspaetor� CIeK Cate W, CERTIFICATION OF ZONING COMPLIANCE ((t� Propowd buii*os), uses)and/or Wuoure(s) as Yovr�a shown on this plan appear(s)to be in conformance \V , with current South Windsor regulations. Variances P0, and special e h s may" • D L U t9 (e a It D JUN Z 8 ?nil Zoning Enforcement Officer South VV1110SOr BUILDING DEPARTMENT APPR0VED 1 DECFF V E 0 TOWN Olt SOUTH V 043il Off! JUN 2 9 2011 South Windsor BUILDING DEPARTMENT 'R�tlt,1 • jU J10. Sx00 142 10' CUP EASEMENT \ 6f00 � 20' STREET TREE EASEMENT t \ ► <�� \ \ 197•136 ,)' 138.41,3X >'� \ \ \/\ a t` 7*00 / t / TOP 1 \ 42.40 MOM t ` J.AD r]a.DD I�OR'O�Y .w anTo LL .F�Baas r PYD a R as — IP S 134 ` ` ► ` a ` N . t ► Oy 9, fxsn e 14 9 J. ►► 139.19X 'e o F°w44+3 Qvs f� zss j i LOT # 12 4` J�z / Grp /CVXw NOTES / t. ' xDo 250 aK.�TMW 7.70 \ t-_ 1.PARCEL ZONED RURAL RESIDENTIALrx.AL � �fisB7� ♦ vj� ' — 1 rinS MAP O Of790dT ON 11E YAP ItFFi]LDK.YD METIEORL i LF-41'YC 0 22.= \ M ON.W TAW `N d' `► >.V11UTY LOCATIONS AND NVERT ELEVATIONS TAIQN FROM A REPORT PROVIDED BY THE CONTRACTOR. \1 ( , \ \O �- - - 4.ALL ITEMS DEPICTED ON THIS PLAN HAVE BEENvErtrLED IN THE FILED AS TO LOGAnON,ELEVATION AND COI/gFTdESi \ ' \ ` T O-m �i,---..Iry CY.•-- - q. \ � , 0.95 al~ x137, 4 \ ` LOT 10 ► REFERENCE NOTE: SCOTT A. MOORE BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED EVERGREEN ESTATES,SOUTH WNDSOR, CONNECTICUT PREPARED FOR HORSESHOE LANE ASSOCIATES. LLC. , I J9J•69• BY DESIGN PROFESSIONALS. INC. DATED JULY 14, 2000 REV. TO OCT. 18. 2000 . / I N6 �\ , Hf4C \ I SHEETS 4-12. , I 9 3>. fRow \ i 1 4 L 'ti ► 1 � � THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE KITH SECTIONS 20-300E-1 TIM 20-300b-20 N/f M 1► 1 . OF THE REC"IIONS OF CONNECTICUT STATE AMCIES- 'MINIMUM STANDARDS FOR SURVEYS AND MAPS N HARVEY R. & ) I KSAN M OF DEEPENC aCR�ESU AS RESURVEY CONFORMING BY rH'CONNECTICUT ASSOCIATION OF ML.SURVEYORS,INC, DEBORAH M. FINE Cl) � tP SET/ TO THE BEST OF MY K 0 EF,THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 Po UC.NO. RECORD AS—BUILT I.UN Ess 01111EW E MOTED.EXSTNG UTILITY REVISIONS GRAPHIC SCALE' (860 291-8755 DEPENDENT RESURVEY PREPARED FOR: OVOEW SHEET LSHOUID BED`A"�AS p'°E WN�PRIOR ASED ON � a zo � esign EVERGREEN ESTATES �-®`��'� � 1 AVAILABLE NFORYATIO,ALL COSTING UTILITIES FA�`�DR'°CONSTRUCTION. &rofesslonalsll,2 ALL ununEs ARE TO eE STAKED N LINE nELD OF BY A LICENSED LAND SUR%"PRIOR TO Inc. 3.74S PLAN n INVALID UNLESS IT BEARS THE Lot 1V o. U - 24 �IIREE1V L� �ANN oY:MfA ,A28 A'Q:,2)J-» IMPRESSION SEAL AND ORICINAL SMCNATURE T s/17/02 ADO BACJ(FLOMR PREVENTOR WA 1 inch = 40 feet civil engineers planners surveyors Of THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESM10170N 8Y 165 south satellite rood, south windsor. Connecticut 06074 SOUTH WINDSOR. CONNECTICUT sr RPL own »/slot MAY 2 31 le,Q02 South Windsor BUILDING DEPARTMENT 10 THE 84.11100K DEPT. TOWN Of SOUTH WINDSO� / This certifled that this plan and specaflcstlons are vu. copies of the proposed bWlding or alterations to bo ancted at r-t�c�t,, \'i w\ � Stre•� together with amendments stated to application an, Jfit*d with plan and I agree to comply with all Zoning. 8aildIng and state laws and such orders as shall IH Isautd cy the longBuilding final Department during pendene) �f this aPDticatbn and tin•I issuance of • Dallding Owmit. (/�� ' Signed _ \V This Dlan le epPrnaeA stwelact to the condition that \VV erder• and urdlnano•a regulating building shall be aompfled with. Conditionally App/Nw TAase filed with Mtlll�lnl IeeerutlN Clem bell>:�>___ r —fas� .� rm. t.-•.",.'nr, v7.:. .rt*2 yia.gr„ .«',,..:.:: e'. 71 - r. ,.ar-.....4•:.- 5+'rF�r.'q; 8.yy-.,},y,��i," x f4 - .� .fi zm�` ^ �. -..-T T• - .77.1 T < r `,.0 ,.i ,_ -_ ,+ • is REFERENCE NOTE: -MANHOLE EXTENDED TO GRADE--- q BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS (REWIRED IF FILL OVER TANK EXCEEDS 12•) & yY ENTITLED 'EVERGREEN ESTATES', SOUTH WINDSOR, CONNECTICUT, \ S T AS LLC BY DESIGN PROFESSIONALS MANHOLES-�` J BRAN \ PREPARED FOR HORSESHOE LANE ASSOCIATES, , , 1�oa A�B�Y INLET- OUTLET INC. DATED JULY 14, 2000 REV. TO OCT. 18, 2000 SHEETS 4-12. I F C6' Min. 12' min Z °• • G °•, : �° p� n ao _ � --- OUTLET _ _ A • I I I I V I I �\ 12' mina V • � ° / ��, L J a I I� Nj - -OUTLET BAFFLE 1 � ° Broken Stone \ IIIJJJJ or Screened INLET BAFFLE W �L \ \ 4'PERFORA7ED Gravel CONNECTION AT MID DEPTH \ P.V.C. o GAS DEFLECTOR \ \ ^/ \ 18' min. 1/3 REQUIRED ` r0 UO 2/3 REQUIRED CAPACITY IN K FIRST COMPARTMENT CAPACITY IN SECOND COMPARTMENT \ �- s GROUND WATER r/� �� �� �■ �'"""*• �'•"•• ' r OR MOTTLING ��` (� , �► •� 1 \ p LEDGE -__ - LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH -- yl w O �L /1 , \ CB ~ , ` TYPICAL 3' WIDE LEACHING TRENCH TWO COMPARTMENT SEPTIC TANK tj \ `� 3 ♦ `-�, NOT TO SCALE NOT TO SCALE \' _ ` _` `'��`� .•. ,,.,, // ] Z 10' CL&P EASEMENT CONSTRu ENTRANCE PAD' 139 6" OF 2" STONE ON.tI Z FABRIC 20'\STREET TREES EASEMENT DR L \ 140.9 NOTFS- rF"SHGP" _ _ � / � � � TOP 139� BOTTOM 135.50 \ __ INV 139.00 LF 6" PVC ® 1.0% 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED Q0TDa'�p❑ ® 0 ® ® ❑p WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 9 ® ® ® ® ® v rs NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 00 Z!i ® i ,,,,� p� ® � ® ® ® ❑� TP 14 \ 6 G�,2>tP `�� /CV STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 0 p❑ ® ® � ® ® ❑0 1 ' ` SPRING EROSION,). PROPERLY INSTALLED EROSION AND SEDIMENT 80 ® ® ® ® ® ° pO ® ® ® ® I� ❑0 v C) CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 8e ® ® ® ® � 011 ® ® 00 ® ® CIO 4J:o \ ' A Q/ �' \ 40, •.•,�., r•[ry r[r•„ r„n T,,r ni u, nrn /nun.lrn ,r nCf^nfujC`Inl C n. SEDIMENTA11ON PRIG SLEMS. HE BUILUGR/vVYIVCrC IS RCJr-UIVJIOLE- v � ® � v LfI�- pd p❑ ® ® ® ® ® ❑0 pd � V � FOR ALL STABILIZATION REQUIREMENTS. 0I� In g1 v33�'•e�l I4 >_� 4 , , ti. TOW: 1 4. \ 2. ROOF LEADERS TO BE DISCHARGED TO DRYWELL (6' DIA x 4' DEEP CONCRETE). W-D' DIA s { ks. 1�. FF: 1 �5.5 1 --B'-0'DIA. O' 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE �3C�- GAR: 143.5 N, I WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. DRYWELL INSTALLATION DETAIL - p/ � '� I �1 \ 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH NOT TO suLc ` k� Cy I 6' DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION NO�DRYXU_ TO BE ROTONDO a FOOT DIAMETER PRECAST- HEAVY DUTY LOT AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. OR APPROVED EQUAL 5. PARCEL ZONED RURAL RESIDENTIAL RR. \ ems, ry \ \ s � 33 6. HOUSE SEWER TO BE 4 I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE INV.=136.61 ! CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 0 ' \ DR L ! 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, I ` \ INV. k35,92 TOP 39.50 / IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 1. SET POSTS AND 2. STAPLE THE WIRE �?O 49LF 6" PVC 1. OT M 135.5 ANGLE POSTS EXCAVATE A 6"x6" WIRE MESH FENCING TO / ` l \ IN 139. FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED 5' UPSLOPE PLIST UPSLOPE FROM POSTS. FENCING ME END OF THE POST 130,'8 \ ` 2 1250 GAL. SEPTIC TANK \ IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO FOR STABILITY TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT AND SELF- \ 1 CLEANING. � 'PFs IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL INV.=135.67 _ 1 u or�,an+iAl I I�ISII 17" (16 FI{ I MATERIAL 95' 12" MIN, \ � ` \ ■� w TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND _ `~ _ _ 9 3 3 LF-4"PVC ® 22.39: � Now .r■ �/ r SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. IL ( ` - =I 4��f IlT= i ~9 + r.. .�• ...• '�""�� I--Il1 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED I- I=I I I I=1 I I-L_ I=I I 1 TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. -I I I_= T h( I-�=1 I� T �� TP 35 7S{LT FENCE / 1 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER \ o \ \ 41 ,546 S q. f t. \ \ SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE �O \� / 0.95 a c._ \ # 10 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED FILTER THE HARE FENCING AND EXTEND TRENCH AND COMPACT M I \ k \ LOT BEFORE ANY SITEWORK IS PERFORMED. FABRIC� IT TO THE TRENCH THE EXCAVATED SOIL. _ _ �` I \ Sp R 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. COMPACTED BACKFILL 12. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER _ _ _ _ ______ SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE `I-III-I I{-I I I- 11- TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. ! 19 CONSTRUCTION OF SYNTHETIC FILTER BARRIER o , I . 69 . 14. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. / I 'V 6(9• � �'�RO'A` 15, IF SOIL CONDITIONS ARE ENCOUNTE�W THAT ARE DIFFERENT THAN AS DEPICTED ON THIS / / I Q2� ►Y S PLAN, THE INSTALLER SHALL STOP. WO AND NOTIFY THE HEALTH DEPARTMENT AND THE ' A' DESIGN ENGINEER IMMEDIATELY. 16. ALL DISTURBED AREAS ARF� OAMED AND SEEDED OR PROTECTED BY SILT FENCE LOT #11 AS SOON AS POSSIBLE , 17. ALL GRADING IN T �=-�F THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE SOILS TESTING 3-16-00 PERCOLATION TEST #11P: ` RUNOFF AWAY FRO, H SEPTIC SYSTEM. BY S.HOPKINS TIME READING � I I / F T T FIRST 1 F FILL HAVE T.P. 14 T•P•#7 3:53 13" N �F 136,'9 ! APPLICANT: 18. TRUCKS SHALL NOT PERMITTED ON THE FILL AREA AFTER HE RS 2 0 LL E #' � � � DAN ROULIER ,.A�S: �ATES, INC. BEEN PLACED AND OMPACTED. 0 - 12" DARK BROWN SUBSOIL 3: 55 16" H A R VE Y R . 8c 0 - 8" LITTER & TOPSOIL 12 - 24" BROWN SILTY SAND 3:57 17.5" ` 19. ALL FILL L SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE 8 - 18 DARK BROWN SUBSOIL 24 - 53" ORANGE-BROWN MEDIUM SAND 3:59 19" t / PC BOX `� EXCAVATI R THE TRENCHES. 18 - 32 ORANGE-BROWN SILTY SAND 53 - 65" BROWN FINE SILTY SAND 4:00 DRY DEB 0 R A H M . FINE / �oM ER s, CT 06071 " 32 - 72" LT.BROWN FINE SILTY SAND 65 - 84" RED SILTY SAND / - 20. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION T10 & ELEVATION) TO NO LEDGE, NO WATER, NO MOTTLING NO LEDGE, NO WATER, NO MOTTLING TELE: 860-763-3538 THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BU gR FOR THE HEAATH PERCOLATION RATE = 1 - 10 MIN./INCH / DEPARTMENT. •. SOILS TESTING 6-14-00 SEEDING SCHEDULE 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREAyOF THE SYSTEM, THE CONTRACTOR BY S.HOPKINS & TOWN SANITARIAN SEPTIC SYSTEM DESIGN / LEGEND SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AOA PRIOR TO PLACEMENT OF FILL. T P #35 NO. BEDRQOMS = 4 ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF �� 0 SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS' DRY AND UNSATURATED. NO. LARGE CAPACITY TUB/JACUZZI = 0 TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZED APPLIED AT THE O� 0 IRON PIN TO BE SET _41 0 - 10" TOPSOIL & LITTER 100 - 200 GAL. = 0 >200 GAL. = 0 RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 O MONUMENT TO BE SET goa � 22, THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED. AS NEEDED TO MAINTAIN A MINIMUM pot F CON"',", OF 1$" TO MOTTLING, AND 48" TO LEDGER NY`�DJUSTMENT TO SYSTEM ELEVATION OR 10 - 28 MEDIUM SAND REQUIRED TANK CAPACITY = 1250 GAL OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW �� O �^• LOCATION MUST BE APPROVED BY ENGINE ' �� - 3Q0 _ EXISTING CONTOUR ` I D EALTH DEPARTMENT. 28 - 30" BROWN SILTY SAND PERC RATE = 1-10 MIN/INCH RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT ���� �A"• .;M 30 - 46" MEDIUM SAND REQUIRED LEACHING AREA = 660 SF TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 00 PROPOSED CONTOUR s4i ;c 23. THIS MAP IS DEPENDENT ON THE MAP N HEREON. D BOX ELEVATIONS 46 - 80" COARSE SAND USE SYSTEM WITH EFF. AREA = 3.0 SF/LF POUNDS PER 1000 SQ. FT. X 287.3 PROPOSED SPOT GRADE Q � � •''x NO LEDGE, NO WATER, NO MOTTLING TOTAL TRENCH LENGTH REQUIRED = 220 LF SILT FENCE i Z% 24. BACKWATER PREVENTION VALVE WITH A' SS TO SURFACE (NOT THROUGH CB) SHALL DIST. INVERT INVERT ROOTS TO 45" >< BE PROVIDED ON THE FOUNDATION DRAIN. PROVIDE: 3 TRENCHES ® 75 LF/EACH PERMANANT VEGETATION COVER BOX IN OUT .TOTAL LEACHING AREA PROVIDED = 675 SF T.P. 36 1 135.17 135.0 (TO TRENCH 1) # SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER t TEMPORARY VEGETATIVE COVER 135.33 (TO TRENCH 2) 0 - 7" TOPSOIL & LITTER M.L.S.S. USE THE FOLLOWING MIXTURE: 2 133.0 133.0 7 - 40" LOAMY SAND KENTUCKY BLUEGRASS 45% SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTIBER t 3 133.0 133.0 40 - 80" MEDIUM SAND N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60". CREEPING RED FESCUE 45% - NO LEDGE, NO WATER, NO MOTTLING PERENNIAL RYEGRASS 10% ANNUAL RYEGRASS 100% .,,� I� APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED APPLY ONE POUND PER 1,000 SO. FT, OR 40 POUN FWR WITH ANCHORED HAY MULCH. ROOTS TO 36" AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT, OR 10-20 TONS PER ACRE. AT 2 TONS PER ACRE. " 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 � 860.291 . 8755 PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STALE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE (� � (� (�(� �(� _ INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ■ L 007 Eldon 99 P L O7 lT L'�li- H ��������7�� ES TA ��� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2• 20 0 10 20 40 &rofessionals, es' n { 1 1�l 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. NO• 24 +green LaneBY A LICENSED LAND SURVEYOR PRIOR TO 2 11/1/00 TOWN COMMENTS SGB IN FEET ) inc. DESIGN.•GBS DRAwn:HWH CHECKED: CBS ' W11m16 soar yolRe Roads � Gireen Dane CONSTRUCTION. 1 3. THIS PLAN IS INVALID UNLESS IT SEARS THE 1 t0/3o/0o TOWN COMMENTS sce 1 inch = 20 ft. , ✓oB No.: 98-1273 DATE. Oct. 18, 2000 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE t2882 Civil Engineers Planners • Surveyors ' CIS SOUTH WUNDSOR (C®NNECTUCU I� OF THE PR<)FE'SSIONAI. ENGINEER/SURVEYOR NO. DATE DESCRIP77ON BY RICHARD TEL I 165 south satellite road south windsor connecticut 06014 DRAWING NO.: 1273/Ot11 dw _a _ -L..,. . ..._ ...;- r v' r ., .. x...aa ... .. .. ...... ..,. ... .-.. g�S' .. ... ,� ..Y. •�• i` a{' 4 P;r1•. tr '.i- - .�• H.' '. :V ♦. r: r .. .>n j 7.�r J. .n. k . , S"' ..- ! �y .[ Y "k $ 4.. .'.. ?R. .i•:. �) i. . < S1 �. V'r e a ,t ,.. un. a 3_ F y+� r 4 ya .-..... ,4 - tias «...., � _ a. +t 4 s► t. � <. .. '• r . . .. :.,'• _ ..: •• ,: ,rah,.:. w .. . � .{. yc _ ... - , 1. 1 'F•'^ � r:s ., -.... •'fi' .,,.7 , ... _ ..:.. �.._. i.. ....:..c. ... •d'1k- s, t 4 k F,� .3i A. F `V•. .1 F r .. •.•,. >��.._� �I-, _:�I► �'�y�'.�'fi.+�, �+�=•�,a .., ���a�� __-••- , .. --_ L _�^t3-�. '•+Q''R 'fa''�a ..,. i 4 BARS EXTENDED FROM WALL TO BE GROUNDED 3'-0?AIN. REQUIRED BY ELEC7RIClAN 3'-0'RECOMMENDED SLOPE Y4" PER Ff � I2 H S S E L L 8t E A I S O N _) �c r—DECK BY CONTRACTOR ARCFIITECA�IRu NEERINGF T. ✓ m,.. ;�f METER BONG BEAM zo'-o• f 3 REBAR CONTINUOUSTHIS DOCUMENT,THE MEAT F DESIGNS INCORPORATED f3`i l` ELEV �� THEREIN,AS AN INSTRUMENT OF PROFESSIONALSERVICES isWATER LINE — _ „-- T(:P OF WALL IN)BOND BEAMTHE PROPERTY OF RUSSELLAND DAMSON LLC,AND MAYNOT BE USED,IN WHOLE OR IN PART,FOR ANY OTHER PROJECT ' OR BY ANY OTHER PERSON OR CORPORATION OTHER THAN ELEV 1-0' TYP" , `� . AUTHORIZATION OF RUSSELL AND DAWS NLL C.ANY SUCH BOND �- S"crARATvR L= —y WATER LEVEL 12• — ucv L—V CONCRETE SHALL BE 5'RAD "' 2 rEACH 12"O C UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISKAND BEAM _ / RUSSELL AND DAWSON LLC%MU_BEAR NO RESPONSIBILITY / Fe-3000 P51 STRENGTH AT 0.� 28 DAYS MIN, 1, ARISING OUT OF SUCH USE©2011 by Russell and Dawson LLC _ 3`t" STONE5X6XjIO. WIRE MESH REINFORCING UGHT 10 CLIENT:NKI1EELEV 4'-IfFILL SPOUT DETAIL SCALE = N T S \_ y�--f DEPTHr ADDITIONAL#3'BARS t RADIUS CANTILEVER DECK DETAIL `-t�•ADa . 3 BARS AT 12"0/C TERM� i� °INATE NA BARS SA NTH WITHIN ELEV6.-O F, SCALE : NTS LONGI,.JDINAL AT SLOPE + 1 FOOT OF TOP OF BEAM r HYDROSTATIC RELIEF TRANSITION POINT f LAP ALL BAILS 20• MIN. L W�I �� VALVE IN MAIN DRAIN / 7•�+ IF WATER ENCOUNTERED_] ELEV "-mac POOL CROSS 'SECTION 2" CLEAR CONC COVER PROJECT: SCALE; - N_T.S. TYPICAL FLOOR RENFORCMG y #3 O 12"0/0 EACH WAY rrrn DAD- Fog MOLS 7• Tt% a• ncm Jr x fit. Wm CONDUIT BEYOND THIS /� LIGHT IN REMOVED ADIXTIONAL BARS TO 8E PLACED Ih CENTEft OF REGULAR VERTKAL BARS STANDARD WALL SECTION y DECKIhlG POINT BY ELECTRICIAN f POSITION RESULTING IN A 6'X12" BAR PATTEIN_ SCALE-- _ NXS. NOSE +} DECK OF 7 I COPING OR CANTILEVER DECK MU]�PHY Ll Rl / I TOP OF WALL-7 GUNITE POOL M.M1.IT / • (( t, 21 OaCK DRIVE • 1,{. //� DVRHA WnV VII IVI,CTlAV(G WATER LEV0.-� «I 12• x I (( 1' MAX GRABRAIL INSTALLATION NL (► ' HE SCALE = N TS. I I KI IT n WATER COOLED AREA- `-SEALED UNIT _ADMONAL f3 BARS AT 12• Q.C. LONGITUDINAL AT SLOPE r TRANSITION PONT SWIMQUIP #3395 RAJL_7 HYDROSTATIC RE! VALVE IN ST.^dNL= STE P,� C'E— MAIN DRAIN IF .,tR 1.90 DIA x .049 WALL ENCOUNTERED REVISIONS `b NO. DESCRIPTION DATE BY LIGHT INSTALLATION WITH JUNCTION BOX SCALE. = NTS POOL CROSS SECTION ESCUTCHEON 21 SCALE. - N_TS 1 ADD SUPP. NOTE 10/05/09 RMO SWIMQUIP 14510 FOR P001 S 4' TQ rEEp_7 UPDATE CODE 08/24/10 RMO 6„R 1 • WATER AW ' IS" 12' ` '-- FRAME AND GRATE— PLASTER ALL SURFACES A RESIDENTIAL (344 APPLICABLE CODES — STATE OF CONNECTICUT 2003 INTERNATIONAL RESDENTIAL. CODE PORTION OF THE 2005 CONNECTICUT STATE 1461r BUILDING CODE ADOPTED A5 AMENDED THROUGH AUGUST 1, 2009- SPECIFIC REQUIREMENTS OF SECTION R322.8 ACCESSIBLE COMMON SPACES, N1105 SWIMMING _ SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE MET. ,`tOfltTutl/esoe POOLS. R308,4 HAZARDOUS LOCATIONS (FOR SAFETY GIAZING) AND APPENDIX G- STAMP S 2006 OF CONNEINTERNATIONAL THROUGH ALK CONSERVATIONS1. CODE ADOPTED AS AMENDED BY THE STATE ♦v®1v`0 of CO&CTI 2009 #3 BARS O 6'O.C. 1g" NFPA 7OI 2005, NATIONAL ELECTRICAL CODE ADOPTED AS AMENDED BY THE STATE OF ♦ Q. �. D,;.•,.O �> EACH WAY f' CONNEGTi(x1T THROUGH AUGUST 1 2009 �' • NFPA 70- 2005, NATIONAL ELECTRICAL CODE ADOPTED AS AMENDED BY THE STATE OF :®co: « CONNECTICUT THROUGH AUGUST 1. 2009 I ••�f c r.I --I •<<<-,�i—IF''%'Oltx TABLE EN00,SNTERED, H t i.':aTATiC REUE ° ASMSPPAS ANND HO SUCTION Fi1l1ALGS FOR USE IN SWIMMING POOLS. WADING - .0 Z. HANDRAIL ' INSTALLATION " - - - VALVE �:V15 12tlLvG;:R TIME RMUiit£u AND � : :YG ('j�{ = CONNECTLCUT PUBLIC HaUH CODE. SECTK)'. 19-13--D336 09 v1 2W9 ;* — —J DEEP E10 2• A� i PLACE. VIN:WUM 20 T011 t14• TRAP BOND SEAM DETAIL ( / I ) It _� tr � Z: SCALE: =N.TS. ROCK SCALE: - N T_S. �♦ ..IVS�O..'• �♦♦ ? DRAIN kUUS WG 1 0 SUPPLEMENTARY NOTE— 10/05/09 .•�->" •' ���•♦ MAIN DRAIN THIS POOL MUST CONFORM TO SPECIFIC REQUIREMENTS OF APPENDIX G. OF IRC RESIDENTIAL41)� SCALE'• N.T.S. CODE.AND SPECIFICALLY PARAGRAPH AG106.4, DUAL DRAIN SEPARATION. FILE NO.: 09.066 REF.: 05.152(0) TOP OF BOND BEAM 1%7 DATE: 03/18/2009 IECK OR CAP GENERAL NOTES SCALE:' As NOTED (3) #4 REBARS IN • I BOND BEAM (2) #4 BARS AT 1- WORK SHALL BE IN CONFORMANCE IN ALL RESPECTS TO CONNECTICUT STATE AND DRAWN BY: MSW • I PRESSURE GAUGE—\ TOP OF WALL LOCAL CODES AND ORDINANCES. CHECKED BY: RMD 1 2" POOL WIRING SHALL CONFORM TO THE LATEST APPLICABLE EDITION OF THE NATIONAL FILTER " I ,-(ND BACKWASH LINE ELECTRIC CODES, NFPA 7D. DETAILS - • MULTIPORT VALVE �` 1 REQ'D wITH CARTRIDGE 3" 18 SPA POOL 3. CONCRETE TO HAVE A MINIMUM STRENGTH AT 28 DAYS OR FILTER BACKWASH GUNITE- 3,500 PST • Lit" RETURN LINE TO POOL LINE APPLIES TO SANG DECK - 3,000 F51 OR DIATOMACEOUS I.• EARTH FILTERS ONLY.) 4. INCHESMINIMUA1 STEEL TO BE EQUAL TO ASTM- 815. GRADE 40. LAP ALL SPLICES 20 INGROUND GUNITE SKIMMER POOL •1 (�{ r{ --- 5. PIPING TO BE NSF SCHEDULE 40 PVC MIN "I u 174" FILTEZ --- ?'' S. POOL MUST BE COMPLEI MY ENCLOSED BY A 4FT. HIGH F04CE WITH SELF CLOSING. BACKWASH LINE A SELF LATCHING GATES PER TBC,CHAPTER 41, APPENDIX G. MAIM DRAIN 2' SUCTION f � 2' L PUMP WITH HAIR AND rP �UNT STRAINER RETURN FITTINGS VALVE �PRESSLIRE 2 WAY VALVE NOTES (2 MIN) RELIEF OPTIONAL RECESSED LADDER STEP D ETi SPA ADJACENT TO POOL IF E HYDRO VALVE IS INSTALLM ME IT MUST BE PLACED IN A SEPARATE MAIN DRAIN PIT TO PREVENT INTERACTION WITH THE VACUUM RELIEF VALVE SHEET NUMBER: SCALE. - N.T.S. TYPICAL PLUMBING SCHEMATIC scale - NT.S_ AS PER ARC CODE SECTION 3109,ALL POOLS ARE TO BE EQUIPPED WITH 2 MAIN DRAMS SEPARATED BY 3 FEET. FU (USED WITH AU LE.TO POOL COVER) SCAM- - N.T.S. AS PER ANSI/ASME At 12-1917k THE MAIN DRAIN PIPING WILL HAVE A SAFETY RELEASE SYSTEM 201300093 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF USE DATE: 08/16/2013 FEE: 10.00 GIS ID:38300024 MUNIS APPLICATION# 201201529 -,BUILDING DESCRIPTION: APPLICAN R LOCATION NAME: SARIN PABLO C&MA hk CA'ROLINE D ADDRESS: 24 GREEN LANE 0 ADDRESS: 24 GREEN LANE 1, -- ,1 11 OWNER-'-"",, SARIN PABLO C&MARIA CAROLINE D y f" , - SOUTH WINDSOR,CT 060745'1 f�, -"`"24 GREEN LANEI ;`SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTAT,L PELLET STOVE IN KITCHEN. 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 8/16/2013 11:28 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000329 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/11/11 GIS ID:38300024 FEE: 460.00 MUNIS APPLICATION# 201100687 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: POOLS BY MURPHY LLC ADDRESS: 24 GREEN LANE ADDRESS: 21 OZICK DRIVE OWNER: SARIN PABLO C&MARIA CAROLINE D DURHAM,CT 06422 µ 24 GREEN LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF 15 X 32 INGROUND POOL. r SPECIAL CONDITIONS: .y ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/1 I/201 l 1 1:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000654 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/15/12 GIS ID: 38300024 FEE: 45.00 MUNIS APPLICATION# 201201529 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SARIN PABLO C&MARIA CAROLINE D ADDRESS: 24 GREEN LANE ADDRESS: 24 GREEN LANE OWNER:; SARIN PABLO C&MARIA CAROLINE D SOUTH WINDSOR,CT 060745 1 i [ 24 GREEN LANE iI SOUTH WINDSOR,CT 06074 s DESCRIPTION OF WORK: INSTALL PELLET STOVE IN KITCHEN. 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 1 1/15/2012 9:04 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100164 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/11/11 GIS ID:38300024 FEE: 30.00 MUNIS APPLICATION# 201100687 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: POOLS BY MURPHY LLC -- ADDRESS: 24 GREEN LANE ADDRESS: 21 OZICK DRIVE OWNER: SARIN PABLO C&MARIA CAROLINE D DURHAM,CT 06422 ;` 24 GREEN LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF 15 X 32 INGROUND POOL, F 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 7/11/2011 11:46 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800279 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 06/11/2018 GIS ID: 38300024 FEE: 36.00 MUNIS APPLICATION# 201800864 BUILDING DESCRIPTION: 'c APPLICANT LOCATION NAME: AKT PLUMBING,LLC ADDRESS: 24 GREEN LANE ADDRESS: 45 A BARBER POND ROAD OWNER: SARIN PABLO C&MARIA CAROLINE D BLOOMFIELD,CT 06002 24 GREEN LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE HOT WATER HEATER 50 GAL LP TO LP POWER VENTED SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROV Y THE ING DEPARTMENT. r CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDRNG OFFICIAL 6/11/2018 2:03 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE