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16 LAKE ST
APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP OV 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inspe r Application must be printed or typed FEE SCHEDULE rr Location of Job: $041,000=$15.00 b Z—U�� S 1 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT \ C_� APPLICANT ADDRESS S �-Kj C� APPLICANT'S PHONE# OWNER It OW N S Fq< OWNER ADDRESS 1 � W OWNER PHONE g �1 O ESTIMATED COST$ 0 C� 6 ° o C � U IS THIS,A CONTRACT COST? I,— Yes No _ FEE ENCLOSED $ ° TYPE OF JOB: '� S �SOR-COS New Installation ✓Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERAUT(Continued from reverse side) TYPE SYSTEM: TYPE F(cOMMERCLlkL UILDING: HEATING ESIDENTIAL ❑ A/C ❑ VENTILATION ❑ INDUSTRIAL HEATING AMONIC LOW PRESSURE LD41T LBS. HIGH PRESSURE LIMIT LBS. ❑ WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION JOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) �u e.L rrn c 1 Oa o C,V 4() 4 y o ► Q QLrxA Pwrc c—t R o\l w\ct--1 W(v GROSS HEATING CAPACITY,014PUTBTUH). NET RATING(OUTPUT-BTUH): TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ .INSIDE 0 OUTSIDE CAPACITY GAS-INPUT -LPG TANK CAPACITY ELECTRIC-KW , AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE °F DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK 6 \1 �g0 C.A. u S 0 C r U THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �1 —T� Tlectric# APPLICATION FOR BUILDING PERMIT Plumbing# �Y S} Date• - 0 HVAC # Sprinkler# —_ 99 FINAL APPROVALS ----- Permit Fee $ Building COMPLETE RED BOXED AREAS Engineering I TYPE OR PRINT ONLY Occupancy Fee $ Affidavit Eng. Insp. Fee $ --— Appr. for co. i ! ► SIGN ON REVERSE SIDE I -- - --- - --- - - - - — ---- Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant rO L Mi4,4/ ft i-S o F JE Gv; i-CLocation of Work 6 L 4 h r— St Lot o3/b w Applicant's Address /`/ h/ P1?65PAc r !9/I-4 /PD Tel.# ' 'ED 62 7 Y 7 73 Town 51 W/N17 S19P , atilt-n/ Zip 0 60 8 8 Lic.# S'/0,6 00 606)I Owner t'W o Y 61,t-z- k C Architect L L 5 C 41?14i1'/1/ Lr/U L-1/ 4-0 Owner's Address /-rr S' /_Architect's Address /IJ 1f L-0 Sr-01-1F Vie, mvr , COY'_ Zip�aQ�'�l 50- G G �Fs'ry�/�Ur°Y� C"T Zip 0 6073 Sq. Ft. New Area: 'l)&e `�Q�_2nd FI. /h =1 3rd FI. IV,4 Total New Area i Purpose of this permit t0 t/l�. �4 N �� 0!/y� S cY/�i /O���L 4 y44v00 City Water Well❑ Septic Systemm Sewer Ins: HO SP Cert. Area Basement Garage Approved by Date Use Grou Construction Typ Revised 6/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed�—�2 '-�'G-`' DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET O8/06/21 Printed by Wearne, Michael 15 52 14 INSPECTION: 128391 FINAL PERMIT: STATUS APPLICATION: 202000622 LOC: 16 LAKE STREET SOUTH WINDSOR PROPERTY ID: 51600016 OWNER: FETZKO TIMOTHY S & KATRINA D CONTRACTOR: REQUEST BY: PROJ DESC: BUILD AN INGROUND SWIMMING POOL 18' X 36' WITH SIDEWALK AND WORK ORDER: INSPECTOR: WEAR RESULT: PASS REQUESTED: 08/06/21 PRIORITY: SCHEDULED: 08/06/21 COMPLETED: 08/06/21 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS * All corrections made to gate latches ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING B003 FRAMING (ROUGH) E002 ELECTRIC UNDERGROUND E010 ELECTRIC FINAL H002 HVAC UNDERGROUND H003 HVAC ROUGH P002 PLUMBING UNDERGROUND P004 PLUMBING GAS TEST N/F W�LLIAM G. & JOY MONSARRAT �� 43_7.96' 920` 150.35 920 001, -°8 !mod SURVE��� °�a \ I OI I AREA = 34, 161 SO. FT. O 1 ttpp,, tit 7— 28-0 I 0 3 -0 a 40 N \ 0" 50' BUILDING LINE DRIVE 92o 1 92 0 LAKE STREET FMNDA`MON LOCATED 7-07-78 This parcel is shown as Lot B on approved subdivision plan, Property of RSK Contractors, N0 zomr G REGTLAATIMS VIOLATED Nevers Road and Lake Street, South Windsor, Conn. 111=40' 4/15/78 Rev. 5/20/78 E.W.L. Associates PROPERTY OF JACK GUAS TA M ACHIO 01 LAKE STREET SOUTH WINDSOR , CONN. cx wo EMIL W . LUCEK ASSOCIATES ' NO. REVISIONS :DqATEKALE la a DATE 7-T -78 CONSULTING ENGINEERS I AS BUILT 7 5 OAKLAND ROAD DRAWN AY FI CHECKED E.W.L. SOUTH *INDSOR. CONN. 203-644-2474 PROJECTB '106 SHEET CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURACY - A P P R O V E D TOWN OF SOUTH WINDSOrt ENGINES ING DEPARTMENT DATES Z _'S 9 S1G.; N / F WILLIAM G. a JOY MONSARRAT 437-9 6' -- -- 9eo.0 150.35 �?o O• 'Olt,cb♦ 001, r Ov- A B O O O i AREA =34, 161 SO. FT. its I �q it a►a►mmmnmu FF ►�2opo$ED V mm�mnr O4 CONN�iC�i I 2 c.J 0 Nr rrii � rr E CON rii r \jEL A4. 4 /C'�ii �^ 14RU FZ�S►DE�,c� `QQ�F EL W r7 Pti GO c� �J <G CG _ - - - 5dObIl. u ,o No.6293 ~v � No.6293 gFGISTE0� \�4.��� �__—.,. F ? �� l9 4FGfS7ER&) �ss�ONAL ENGo•``O W I 1 q��riprry� S U RV ►o J Uiuuwuw►►►►► ( W. 9 W ;P0 v ��ufumnuu►►u el 31 cb, I I + 00 I q� ~ _ LAKE _ — STREET PROPERTY OF JACK GUASTA MACH10 NEVERS ROAD a LAKE STREET SOUTH WOOM 9,CO" EMIL W . LUCEK ASSOCIATES NO. REVISIONS DAIS scALE I"■4d mm S-IR- To CONSULTING ENGINEERS I GENERAL -30-79 0. S OAKLAND ROAD DRAWN A.V.N. p EAL SOUTH WINDSOR. CONN. 203-644-2 _ PROJECT 79-Myllilliff CERTIFIED SUBSTANTIALLY CORRECT DEGREE OF ACCUR C FOR ►LD P Es EMANUEL W. LUCEK CONN. REG. LAND -SURVEYOR 6293 To i Toiqtq DATE: SIG.: N / F WILLIAM G. a JOY MONSARRAT a� 437-96' -- -- 9 150.35 �20 20 'OJT 00'� 00,. O O•. I O O f AREA = 34, 161 SQ. FT. ql 1 rq 'v — — — 64` FF M�Rc�Po��p V I ¢ cJ CON N 1 1°IR1J 12�s►rne,uc� OF f - — `Q JELW � y~P����` J 5d a LI U c No.6293 I H FC/STE?, SUR\I �\ \``� 01 W 20 iiiiiiuuuulpuutuao� ;�u mppttU ��� I ,Od O 0. LAKE — STREET PROPERTY OF JACK GUASTA MACHIO NEVERS ROAD S LAKE STREET SOUTH WINDSOR. CONN. EMIL W . LUCEK ASSOCIATES l(Exop") NO.I REVISIONS DATE SCALE I"•4d DATE 5-12- TO CONSULTING ENGINEERS I GENERAL -30-76 5 OAKLAND ROAD DRAWN A.V.H. CNECKED E.W.L. SOUTH WINDSOR. CONN. 203-044-2 PROJECT 71I-31 SNEET CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURA DR. s IN 16AbSE / i EMANUEL W. LUCEK CONN. REG. LAND SURVEYOR 6293 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application hereby: � Z k�V lo BUILDING DEPARTMENT PRO 1540 SULLIVAN AVENUE Bldg.Permit# O 4 '� V 644-2511 ext. 230 Date uilding Inspe or Application must be printed or typed FEE SCHEDULE Location of Job: li S� $0-$1,000=$15.00 ��� Str et No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT A J APPLICANT ADDRESS C/VAPPLICANT P ONE# b W F N S ONER I-Q O q W < OWNER ADDRESS QSn,&" ✓1 CIO e OWNER PHONE ` O C .: _ C ESTIMATED COST$ IS THIS A CONTRACT COST? XYes _No FEE ENCLOSED$ TYPE OF JOB: SOR•CO�� _New Installation ,XAlteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF B DING: ' O HEATING IDENTIAL *JAvc ❑COMMERCIAL O VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUR) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑ OIL--GPM OIL TANK LOCATION:❑INSIDEO OUTSIDE CAPACITY D GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCR=RY,,ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 3 TONNAGE l COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �a3Z 5-1 C74��LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ��� DATE /c� A� Page 1 4/27/2004 Residential Heat Loss and Heat Gain Calculation In accordance with ACCA Manual J Registered To: Aiello Plumbing Heating and Air Conditioning For: Maytubby Lonnie 16 lake st. South Windsor, Ct 06074 Design Conditions: Windsor Locks,Bradley Field Indoor: Outdoor: Summer temperature: 72 Summer temperature: 95 Winter temperature: 70 Winter temperature: -5 Relative humidity: 50 Summer grains of moisture: 93 Daily temperature rangeMedium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 2,156 sq.ft. 21,542 2,566 24,108 50,797 (2 tons First Floor 15,179 1,654 16,833 34,927 Hall 87 sq.ft. 565 157 722 1,808 Living Room 280 sq.ft. 3,813 419 4,232 11,759 Dining Room 156 sq.ft. 1,844 299 2,143 4,514 Kitchen 180 sq.ft. 1,074 90 1,164 2,434 Bathroom 96 sq.ft. 621 60 681 1,427 Bedroom 240 sq.ft. 2,474 180 2,654 4,494 Bedroom (2) 176 sq.ft. 2,942 269 3,211 4,946 Bedroom (3) 180 sq.ft. 1,846 180 2,026 3,545 Lower Level 6,363 913 7,276 15,871 Den 468 sq.ft. 3,246 479 3,725 8,224 Bedroom 176 sq.ft. 2,007 254 2,261 4,403 Bedroom (2) 117 sq.ft. 1,110 180 1,290 3,244 Whole House 2,156 sq.ft. 21,542 2,566 24,108 50,797 (2 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. AIELL - 000RPORATE OFFICEP-0. Box 200 - WINDSOR. CT 06095 HOME SVICES PlumbkV,Elaotrlcai,Heating&Cooling Contactors January 7, 2004 To Whom This May Concern: Aiello Plumbing, Heating& A/C authorizes peter Butler to pull permits under license numbers S1303032 and P1203350 for our company in regards to plumbing, heatingand air conditioning installations. If you have any questions you are office at 688-488I Y requested to contact our Sincerely, Michael Jezouit Owner/President Windsor Manchester Enfield(860)68sor Avon New Britain Glastonbury (860)648-2397 (860)745.1783 (860)673-7377 Middletown FAX(860)244-2820•TOLL FREE 1-888-956-4455 • CT Lic(P 1203 50?Sl-3030326 El-187965(860)346-814a -, R Electric# APPLICATION FOR BUILDING PERMIT Plumbing# Lora Yi? S Date: 6—23 L� HVAC # VJ Sprinkler# y (,� FINAL APPROVALS _ _- — - _ Estimated Cost $ 0 Building COMPLETE RED BOXED AREAS Permit Fee $_ 72 Engineering TYPE OR PRINT ONLY Occupancy Fee $ Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr. for CO. � Total Fee $ 10 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CI' (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant POC I—AIA41 /0O&C-S OF f.W Location of Work If- L AirE_ S r Lot No. SIG Ov Applicant's Address 111 r0 0 51°0'C t- N/1-L tPD Tel.# F6-C ( z 7 Cf 713 Town__r= 4's 1''-- W14--P5CR , t✓1 - Zip 0 EO FT Lic.#571B 00000 38 Owner t z l.�IA re t z if L, AwAiteGL L c,S C fAdl eri/ G t t/,( 14 Al 0 Owner's Address 16 C-Ati C 5 f Architect's Address 50 (�'-L,FST'U/l/ByS'1�/ C-f 50 lvINP'.;C T, C_ 4- Zip D�098 Zip o73 Sq. Ft. New Area: 1st FI. /f 2nd Fl. Zt//1 3rd FI. 1I14 Total New Area 2. 9"S Purpose of this permit t 0 8 C,,l t-0 A 12 x 2 y 0 C/1- ,6 C41-pt41C- — 511,E 0 City Water Well❑ Septic System❑ Sewerl Ins: HO SIP Cert. Area Basement Garage Approved by Date Use Group Construction Type j i Revised 6/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed Signed V-- I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed _K�'�� DO NOT WRITE BELOW THIS LINE Greco)0a 7 5) 1 Ca 7Y1G�f I �oM INSPECTION COMMENTS (ell : SG, 7/G sxav Town Of South Winds or Building Denartment Building Permit# Location L 6Sv `� S This list is not all inclusive;please refer to pool packet. A 48"barrier will be provided to protect the pool access. Including a temporary fence , for inground pools prior to filling. Access gates will be self closing and self latching(if less than 54"high they shall be on the pool side and be protected within 18"of release mechanism). 1�Doors providing direct access to the pool shall either have an alarm,a self closing self latching device 54"above the floor,or a safety cover over the pool. No receptacles receptacles within 10'of pool.(locking type receptacle for pool equipment must be at least 5'from pool and GFCI protected). C ILO All metal parts of pool structure, fixed metal parts within 5'of pool,pump motors etc., � � �� shall be bonded with a minimum#8 solid copper wire. ❑Convenience GFCI receptacle shall be provided between 10'and 20'from pool. o Trench depth for 20 amp.circuit to pool equipment shall be 12"minimum p A surface pool alarm shall be installed pursuant to Public Act 99-140. X h. fl All swimming pool pumps must be equipped with a time clock ❑Heated pools require a pool cover unless over 20%of the heating energy is from non-depletable sources. ��D REQT TfRFn c�xm�;,n��G POOL INSPEC IONS: The following is a list of inspections that need to be performed prior to the continuation of work. Requests for inspections can be made by calling the Building Department at 644-2511 ext.230. 1 TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenances including metal reinforcing for gunite pools. 2. FINAL ELECTRICAL-Location of equipment and GFCI protection. Convenience outlet provided. 3 F1NAL_Swimming pool access protection must be provided before pool can be used. Each swimrnmg pool installation requires a Building and an Electrical permit. Additional permits and inspections are required for pool decks. I have read and understand the require is listed above. _ Date Applicant Signature Date Homeowner Signature / sHAt t Ow ncFy NO ANSL=ff S PfYY SHAPE A Sig ENDDEP7H nFP P�4L Type 6'Radius Rectangle 2'Radius Rectangle Ova/ leamus neerirwl•-1=ai u 1- 40' a' 0 12'x 24' 12'x 24' Ke de s ie,dlua Recnrwl:-ii■2r 1 40' T' 0 _- 16'xx 32' 14'x 28' 16'x 32' 16'x 32' s'Radom p•ctanyte-IV a s7 40- 18'x 36' 16'x 37 16•x 36' 20'x 40' 18'x 36' a Radius Rectangle-IT as 3V 18'x 36' 18'x 36' 20 x 40' r'Radius Ractanyle.2r a 4r 40'7 zo'xa0fi;c 20 xa0 i'waduaTnwEL-1Vi3Sa2,r _ _ "40' a` (I i'RadlusLazr EL-1S a 4r- _ 40" - 7 Radius Rectangle•17 a 2C _--• d0•' _ - 6' -i 0 7 Radius R•eLrg1•-tr a 37 - 40'' Ir - 7 Radius R•dargl•-1r:]{•__ _ 4_0" a' Kidne z iraaiuiaem_nal•-1r a Sr-- 40' - a ll" - " 6'Radius Lazy EL 4'Radius Rectangle —� 7 Radius Rectangle-2r!Alq• -- - 40' - d' (t 18'x45' 2'Radius Lazy EL 16'x32' 15'x26' 7RadiusTrwEt.-IC asiTau-- _40'" - --.a— -r IT"- 18'x 43' 16'x 30' 7 RadlusT.Wr -1r a E !: 40" a' -ff 18'x 36' 16'x 33' 7 Radius True EL-27 a 47 a 2r _ 40" r- - a' II 20'x 40' 18'x 36' 7 Radius Lazy EL-IV a as -- 20'x 38' V Radius R•dangle-1r a 37 40' a' II -�-" -- - ! CRadWs Redangp-Ira 3V -•40" a' II _-- V Radius Rectan%"-2r a 4r 40' • rRaewsLazya•1aa47 —..-- — 40' a--- Jewel-IVa2V 40' 6' 0 Jewel-tra3z 40" 1 a' Q 2'Radius True EL Jewel-1r a W 40- a' Jews;-IVasr 40. a' 6"Radius True EL 16'x 37'x 24' 4'Radius Lary EL Loon Pado-21•a 21' 40' 5' 0 16'x38'x24' 18'x3Tx26' 16'x34'x25' 18'x 43' Patlo-u'a u' 40" S• 0 1 B'x 3T x 29' Pat- 29'x 43'x 28' -2V a 2r 40- 6' 0 20'x 42'x 3 V Grecian-IV a Zr 40" 7' 0 1 Grecian-1r x sr 40" S. Q Grecian-tra3r 40" S. Grecian-tr a sr 40" a' II Grecian.2r x 3V 40" Grecian-2r x W 40" Grecian Lary EL_it x 3r 40" S.Lis II Grecian Roman End Grecian Lazy a-2r a 4r 40' a' Jewel 15'x 29' 16'x 35' oval-IV a 27 40' 16'x 28' 1 T x 33' 16'x 3T Mountain Pond oval-IV a u' 40" a' 18'X 30' oval-W x 4r 40" a' II 16'x 32' 17'x 37' 16'x 39' 20'x 34' Roman End-IF a 3s 40' a' II 16'x 36 18'x 3T 18'x 41' 2Z x 36' Roman Ed-tr s 3r 40' a' 18'x 38' 20'x 36' 20'x 41' 24'x 40' Roman End-1r x 3r 40" a' II 20'x 40' 20'x 43" 0 Roman E,a-1a x 4r Roman End.2r a 41' 40' - - a' — — II- Roman End-2r a 47 40" Mountain Lake Roman Ed Lazy EL-IV a 4C 40-— a' r �K•y •-1rx37 40" a' 0 20'x32 !Keyhole-1r a Sr Patio Grecian Lazy EL Roman End Lazy EL 21'x 32' Keyhole-2r x 4r 40' a' II 21'x 21' 17'x 39' 18'x 44' 21'x 40' Kidney-IF a 2r 40" a' 0 24'x 24' 20'x 44' 23'x 3T ladn•y-1r a 3r 40" 6' 0 26'x 26' 23'x 4Z Kidney-1V a 37 25'x 40' 9D IOdney-trx 3r 40' a• 24'x 44' lGdney.2r x 3r 40' S. U IMw.naln Pond-tr a 3r 40' 6• 0 Mountain Pond 40 Mountain Pond.27 a 3r 40" a' Q ADJUSTABLE A-FRAME PANEL BRACE GENERAL INSTALLATION NOTES MountainLake.2 x3Z 40' a' 0 M•untaln Lalu-2r x 32 40' 6' 0 Mountain lake-21'x 37 40" 6' _ 3'NOMINAL 1) Installation is to be done in accordance with all Federal,State&nd Local building codes as well as ANSI/NSPI-5 Standard for Mountain Lake-21'x 4W 40' a II COPING CONCRETE DECK � Residential Inground Swimming Pool s. Mountain Lake.2r a sr 40' a' II uountain Lake-2r a 4z 40' a' ;';:'-t, •_ 2) Pour 2500P.S.1.concrete bond beam around entire perimeter cf pool,minimum 8"deep X 2'wide. afamtaln Lake-x x ar 40" i• TOP onou 3) Back fill with clean porous earth free of roots and debris. Carefully tamped,in layers not to exceed 12"thick. Fill pool with water Mountain Lake-u'a 44• 40' a• II OF PANEL %''00THREADED during back filling. Water level should not differ from back fill level by more than 12" LaQoon•1V a 3C x 2V 40" B' o Lageon-1r x 3r x 21r 40" a' Q ZVI,BEND • 4) Pool system is not designed for earthquake or surcharge loading(.e.neighboring structures,vehicles,trees,equipment,etc.). Lagoon.2r x 4z a 31' 4(r a• II EA.PANE ALL BACKRU TO BE / UNDISTURBED 5) The basic design of the pool is predicated on a typical installation being soils not containing organic days,peat,humus soil or highly END NON-ExPANSWE sal / EARTH expansive soils;also any uncontrollable groundwater within the depth of excavation. If site conditions such as these exist,the pool James A.M80 k Imperial Pools, Inc. • s Wo B YP.EA. A-FRAME BRACE purchaser/installer shall contact a local Geotechnical(Soils) Engineer for additional guidance and direction prior to pool installation. �'P! i r 33 Wade Rd PANEL END 6 Finished decks and/or grades shall be constructed so that the slope away from the I coping at a rate not less than 1/4"per foot. ift0 �0°d Latham,NY 12110 9 Y Pe Y P� P 9 P WnQwoed.NewdarseydT498 VINYLLINER Grade site around pool and use Inert back fill to limit equivalent fluid pressure of retained soil to 501b.Der cu. Ft.or less. HORIZONTAL 8'CONCRETE _.._.._...__..........._... • 16'STAxE / ,V ISW36 P©D1- 608 /} 1 F6tz,kL ©F 1— C' 61 Sov1-// k11*PsoR �/ BRACE COLLAR AROUND James A.Marx,Jr. STEEL WALL POOLS • c r, FULL PERIMETER COMPONENT z•MIN.FILL a OF POOL i' CT Professional Engineer Lie.17349 POOLBOTTOM a 1) All gauge steel is formed from material conforming to ASTM A-C63 with a G-235 galvanized coating. ; � -_:.� '• - -.• : e LEVELING PLATE (panel stiffeners at frame braces are made from material conforming to ASTM A-653 with a G-235 galvanized coating. j-�' /'' '• / Z) All steel angles(p ) g g g. r� �� � 3) All bolts,threaded components and washers are from material conforming to ASTM A-307,nuts A563GA, and are zinc plated. inn F1 � �--r-0' I s•� 4) Concrete decks shall be 3000 P.S.I.compressive strength CODE COMPLIANCE Eto —J CONNECTICUT Z-6'OVEREXCAVATION 2018 STATE BUILDING CODE&IBC-20151IRC-2015 REVISION DATE PAGE A41 1 3.15_,0 A. ELECTRICAL&PLUMBING z °I - 3 1 THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WRING,GROUNDING AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOPTED NEC-2017 CODE REQUIREMENTS. ALL PLUMBING MUST COMPLY WITH THE IPC-2015 ADOPTED STATE CODE. SNA I I OW nFFP FNn AN IAVSPI 4 6'Radius Rectangle ?'Radius Rectangle POO a APE A Sl F END DEPTH QFPTH _ 12'x 24' 12'x 24' Ke old 1 � Oval s Raalus Rectangle-tz cc ia— -- 1- 10• B I 0 14'x 28' 16'x 32' 16'x 36' 16•z 3Z' s-jyau�pc+aryle-it c sz- 1 40- -- 1 B'x 36' 16'x 32' 16'x 36 18'x 36' a Radius Rectarvl•-�V a 3V -- 40" A. +- Q 20'x 40' 18'x 36' 18'x 3V 20'x 40' r•Radius Rectangle-2v a 47 20'x 40' 20'x 40' C 1ladus True EL-is i sera it i-itieiusuxpEt:iccar .. ._ �0' i—_ j - - z Radius Ractand•-1z a 24' .--• 40 - _ - 6• -i 0 Z Radius Recdngl•-1r i 3i - -40:' r i Q- zwaive 40'. Kidne z ibairrs pactngl••+e i it!— - 40" - --a _ [I - 6"Radius Lazy EL a'Radius Rectangle —y z Radius Rectangle-m s 4rro 15'x 26' r Radius True •+c cc 18'x 45' 2'Radius Lazy EL 16'x 32' tr a 24* - 18'x43' 16'x30' zRadiusrn.9-IVc3raW 40" it 18'x 36' 16'x 33' z Radius True Et..27 a 4T c 2r 40" a' II 20'x 40 18'x 36' z Radius Lazy EL-ie a 43 -- 20'x 38' 4•Radius Rewngl•-tr c ss V Radius Redangli-1r x 3r -- 4•Radius Rectangle-27 a 40' -- — 40' -' r Radius Lazy EL-tra4s 40' a' Il Jewel-tra2r 40' 1 61 0 Jewel-+r a 3Z 40" a• II 2'Radius True EL We -1r c x 40' a• hwe;-+rx38* 40" � a• 6"Radius True EL 16'x 3T x 24' 4'Radius Lazy EL Lagoon Porno-zr a zr 40' S. _0 16'x38'x24' 18'x3Tx26' 18'x43' 16'x34'x25' Porno-uazr 40" 5' 0 20'x 43'x 28' 18'x 3T x 29' Patio.2V x 2V 40" 6• 0 20'x 42'x 31 Grecian-tr a Zr 40" 7' 0 Gredan•1T a 3S 40' a' Q Gredan-tr a 3r 40" E' Grecian•1r c 3r 40" Gredan.2o a 3C 40" Gordan Lazy B.-1T a 3r 40' Grecian Roman End T Grecian Lazy EL-2C a 44 40" 40 Jewel 15'x 29' 16'x 35' Oval-1s x 2 1 'x 33' 16'x 3T Mountain Pond Oval-tor a 3V 40- 16'x 28 a 16'x ' 1Tx3T 1 'x3 18'x3T Oval•20•a4r 40' a' Q 20'x 34' 16'x 36' 18'x 3T 18'x 41' unman E„d-1r:ar a0' 18'x 38' 20'x 36' 20'x 41' 22'x 36' Roman End-IV a 3T 40' 24'x 40' Roman End-IV x 39 40- 20'x 40' 20'x 43" Roman End-+r x 41' 40" L a40"___ Romn End-2r 40' -x 41' d' — -- 1 Roman End-2tr a 47 40^_ i• Q Mountain Lake Roman End Lazy EL-IV x 4C 40" a' Q = Keyhole-Ica Sr 40' 6• 0 20'x 32 Pa Go Grecian Lazy EL Roman End Lazy EL :Keynote-1r c 3r 40' 6'8 0' - -- 21'x 21' 17'x 39' 18'x 44' 21'x 40 21'x 40' Keyed.-2Q a 4r 40' i• II 24'x 24' 20'x 44' ' 16dn•y.+r:2r 40' s• 0 23'x 3T 1Gdney-IV x 37 40" a• 0 26'x 26' 23'x 42' Kidney-IV a 3r 40" A 25'x 4079D IGdney-IV c 3r 40" S. 24'x 44' IGdney-2V a 311' 40" a• Q Mountain Pond-IVa37 40' 6• 0 INora=taln Pond-2r a 34 40' i' I ADJUSTABLE A-FRAME PANEL BRACE MountainnPe Pond x44C 40" a• Q GENERAL INSTALLATION NOTES Mountain Lake-2'xSr 0 Mo ntaln Late-21•a 2r 40" 3'NOMINAL 6' 1) Installation is to be done in accordance with all Federal,State and Local building codes as well as ANSI/NSPI-5 Standard for Mountain Late-21•a 4C 40- COPING �—CONCRETE DE � Residential Inground Swimming Pool s. Mrrmtain Lake-Zr a 3r 40" IF II Mountain Lake-2r a 4r 40' i• • ;';:' ' ; `: 2) Pour 2500P.S.1.concrete bond beam around entire perimeter of pool,minimum 8"deep X 2•wide. Mountain Lake-2r a 441' 40' a 1'•':. .• ,•f: Mountain Lag-St'a 44' To FLANGE ou 3) Back fill with clean porous earth free of roots and debris. Carefully tamped,in layers not to exceed 12"thick Fill pool with water OF PANEL THREADED during back filling. Water level should not differ from back fill revel by more than 12" Lagoon'+`x 3r a 2VROO o 4 Pools stem is not designed for earthquake or surchar a loading neighboring structures,vehicles,trees,equipment,etc. . Lagoonoon•tr x 3r a 31' 40" i• �,SEND • ) Y 99 9(i.e.0 9 9 ) Lag•on eta a 4z x 3r 40" a' II EA.PANEL ALL SACKRU TO BE / UNDISTURBED 5) The basic design of the pool is predicated on a typical installation being soils not containing organic clays,peat,humus soil or highly -- END NON-EXPANSIVE so(L / EARTH expansive soils;also any uncontrollable groundwater within tie depth of excavation. If site conditions such as these exist,the pool James A Mao k Imperial Pools, Inc. • e BOLTS A-FRAME BRACE purchaser!installer shall contact a local Geotechnical Soils Engineer for additional guidance and direction prior to pool installation. Pllol<ei� 33 Wade Rd s NUTS EL EA. (Soils) 9 9 P P K Rio Aid Latham,NY 12110 PANEL END 6) Finished decks and/or grades shall be constructed so that they slope away from the pool coping at a rate not less than 1/4"per foot. a�49a ff4 VINYL LINER lrSTAKE 7) Grade site around pool and use inert back fill to limit equivalent fluid pressure of retained soil to 501b.per cu. Ft.or less. ...._.-_...__.-.--.._..._.... / HORIZONTAL • // rCONCRETE STEEL WALL POOLS BRACE CO11AR'�°T COMPONENT NOTES James A.Marx,Jr. uO� r MIN.FILL _ ;t,. , e FULL PERIMETER 1' CT Professional Engineer Lic.17349 POOL SoTTOM 4 -• of Pool 1) All gauge steel is formed from material conforming to ASTM A-653 with a G-235 galvanized coating. •• ; a LEVELING PLATE 2) All steel angles(panel stiffeners at frame braces)are made from material conforming to ASTM A-653 with a G-235 galvanized coating. 3) All bolts,threaded components and washers are from material conforming to ASTM A-307,nuts A563GA,and are zinc plated. r-0• 4) Concrete decks shall be 3000 P.S.I.compressive strength CODE COMPLIANCE CONNECTICUT C, REVISION DATE PAGE Z_W OVEREXCAVATION 2018 STATE BUILDING CODE&IBC-20151 IRC-2015 3-t 5-t0 A. ELECTRICAL&PLUMBING I t Tl Z 0( 1 'l 3 1 THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOPTED NEC-2017 CODE REQUIREMENTS. ALL PLUMBING MUST COMPLY WITH THE IPC-2015 ADOPTED STATE CODE. I i TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT FETZKO TIMOTHY PROJECT NAME 16 LAKE STREET This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. x 1. On each sheet for plans or maps, title block with the following information: x a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. N/A c. Name of Development. x d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Outline of buildings. N/A c. Layout of streets. x d. Surrounding property boundaries-within 500 feet. x e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. N/A g. Driveway cuts on abutting properties and any properties across from proposed site. X h. Distance to and name of nearest intersection street. N/A 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 1 20 SCALE 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals FOR CLARITY 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. N/A b. Proposed streets and street lines with center line station, curve data, and parking spaces. X c. Building lines in accordance with zoning regulations. X d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). X e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement X f. Names of abutting property owners. X g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. N/A h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. 20 SCALE 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not FOR CLARITY exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. N/A c. Existing and proposed sanitary sewers. N/A d. Existing and proposed water and-all existing utilities. 2 l X e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. X f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. X g . Regulated wetlands and 100-year floodplain or note that none are present. N/A h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. X i. Connections of all springs into proposed storm drainage system as needed. X j. Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 &T-2 Certification; P.E & L.S. Seals. X 6. Landscaping plan N/A 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. N/A 8. Traffic Report N/A 9. Site Lighting Plan N/A 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: N/A a. Layout of streets in sections coordinated by stations with the profile. N/A b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. N/A c. Sight line at driveway &street intersections. 3 N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. N/A f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. N/A g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. N/A h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. N/A 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. N/A 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. CARMEN GIULIANO, L.S MOB: 860-310-8842 4-22-20 PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 09/14/2021 09:13 TOWN OF SOUTH WINDSOR P 1 morganamiddleton APPLICATION PROFILE piappent GENERAL APPLICATION Application ref 2_02001011 Fee Effective Dt 06/25/2020 Department 1440 - BUILDING DEPARTMENT Location 16 LAKE STREET Parcel 51640O16 Cross streets Add'1 loc desc Municipality SOUTH WINDSOR Subdivision Lot Existing use memo Current Zoning Flood zone Applicant Proj/Activity GARAGES. CARPQRTS__&_DECKS Class of work Description 12 x 24 SHED NEXT TO POOL Proposed use memo Proposed zoning Flood zone Non-conforming N Applic received 06/25/20 Estimated cost 0 Estim start/end Actual start/end 09/14/21 Impervious Surf Assigned to Status COMPLETE Status code desc NEW Multiple submissions N Next action Government owned N memo Ordinance ref Reason for app Parent app Point in time fee effective date Fee expiration date PROGRESS Prereguisites Approved 1 of 1 Restrictions/Hazards Cleared 0 of 0 Plan Reviews 0 of 0 Department/Board Reviews 0 of 0 Permits Issued/Completed 2 of 2 Inspections 0 of 0 Permit Fees Paid 0 of 0 Miscellaneous Charges Paid 0 of 0 Work Orders Paid 0 of 0 .. ;.i.... a -` ,._ ,,. L� munis 09/14/2021 09:13 TOWN OF SOUTH WINDSOR P 2 morganamiddleton APPLICATION PROFILE piappent Application ref: 202001011 (continued) ROLES/NAMES Role Name/Address OWNER FETZKO TIMOTHY S & KATRINA D CID : 629701 16 LAKE STREET SOUTH WINDSOR, CT 06074 GENERAL CONTRACTOR POOLMAN POOL & PATIO INC. CID : 637652 144 PROSPECT HILL ROAD Phone: 860-627-9773 EAST WINDSOR, CT 06088 APPLICANT POOLMAN POOL & PATIO INC. CID : 637852 144 PROSPECT HILL ROAD Phone: 860-627-9773 EAST WINDSOR, CT 06088 BUILDING CONSTRUCTION No Building Construction detail was found. PREREQUISITES Prereq Action Dept Needed By Approved By Status PLANNING A APPROVAL 1430 06/25/20 OLIV APPR PERMITS Type Permit Number Status Issued Fee Unpaid Amt BLDOgF_P14-LT 2000376 ISSUED 09/14/21 72.00 .00 COO 202000770 ISSUED 09/14/21 30.00 .00 TOTAL: 102.00 .00 AUDIT HISTORY Department Action Source Created by Date Comments Application status change APP morganamiddleton 09/14/21 See text 1440 - BUILDING DEPA Permit issued APP morganamiddleton 09/14/21 Permit no 202000770 - COO, PAID 1440 - BUILDING DEPA Contractor added APP morganamiddleton 09/14/21 Contractor POOLMAN POOL & PATIO INC. added to permit ' (ID: 53615)CERTIFICATE OF OCCUPANCY' 1440 - BUILDING DEPA Permit issued APP morganamiddleton 09/14/21 Permit no 2000376 - BLDGPERMIT, PAID 1440 - BUILDING DEPA Permit removed APP morganamiddleton 09/14/21 Permit 'ELECTRICAL PERMIT' (ID: 53614) removed from application 1440 - BUILDING DEPA Prerequisite a proved APP pamelaaoliva 06/25/20 PLANNING APPROVAL on 06y25/20 1440 - BUILDING DEPA Permit payment collected APP morganamiddleton 06/25/20 Payment collected on permit CERTIFICATE OF OCCUPANCY 1440 - BUILDING DEPA Permit payment collected APP morganamiddleton 09/14/2021 09:13 TOWN OF SOUTH WINDSOR P 3 morganamiddleton APPLICATION PROFILE piappent Application ref: 202001011 (continued) 06/25/20 Payment collected on permit BUILDING PERMIT B 1440 - BUILDING DEPA Contractor added APP morganamiddleton 06/25/20 Contractor POOLMAN POOL & PATIO INC. added to permit 'BUILDING PERMIT' (ID: 53613) 1440 - BUILDING DEPA Application entered. APP morganamiddleton 06/25/20 ** END OF REPORT - Generated by Middleton, Morgan ** 09/14/2021 09:13 TOWN OF SOUTH WINDSOR P 1 morganamiddleton APPLICATION PROFILE piappent GENERAL APPLICATION Application ref 202000622 Fee Effective Dt 05/01/2020 Department 1440 - BUILDING DEPARTMENT Location 16 LAKE STREET Parcel 51600016 Cross streets Add'1 loc desc Municipality SOUTH WINDSOR Subdivision Lot Existing use memo Current Zoning Flood zone Applicant Proj/Activity IN_GRQUNV__5W1MM1NQ P44Lz Class of work Description BUILD AN INGROUND SWIMMING POOL 18' X 36' WITH SIDEWALK AND FENCE AROUND POOL Proposed use memo Proposed zoning Flood zone Non-conforming N Applic received 05/01/20 Estimated cost 0 Estim start/end Actual start/end 09/14/21 Impervious Surf Assigned to Status COMPLETE Status code desc NEW Multiple submissions N Next action Government owned N memo Ordinance ref Reason for app Parent app Point in time fee effective date Fee expiration date PROGRESS Prerequisites Approved 3 of 3 Restrictions/Hazards Cleared 0 of 0 Plan Reviews 0 of 0 Department/Board Reviews 1 of I Permits Issued/Completed 2 of 2 Inspections 0 of 0 Permit Fees Paid 0 of 0 Miscellaneous Charges Paid 0 of 0 Work Orders Paid 0 of 0 09/14/2021 09:13 TOWN OF SOUTH WINDSOR P 2 morganamiddleton APPLICATION PROFILE piappent Application ref: 202000622 (continued) ROLES/NAMES Role Name/Address OWNER FETZKO TIMOTHY S & KATRINA D CID : 6297Q1 16 LAKE STREET SOUTH WINDSOR, CT 06074 GENERAL CONTRACTOR POOLMAN POOL & PATIO INC. CID : 637852 144 PROSPECT HILL ROAD Phone: 860-627-9773 EAST WINDSOR, CT 06088 APPLICANT POOLMAN POOL & PATIO INC. CID : 637852 144 PROSPECT HILL ROAD Phone: 860-627-9773 EAST WINDSOR, CT 06088 BUILDING CONSTRUCTION No Building Construction detail was found. PREREQUISITES Prereq Action Dept Needed By Approved By Status BUILDING D APPROVAL 1440 05/21/20 DOUG 05/21/2020 ENGINEERIN APPROVAL 3111 05/08/20 PLANNING A APPROVAL 1430 05/08/20 LIPE APPR DEPARTMENT/BOARD REVIEW Dept Sequence Activity Status 3111 - ENGINEERING 1004 COMPLETE APPROVED 05/08/20 PERMITS Type Permit Number Status Issued Fee Unpaid Amt BLDOPERMIT 2000232 ISSUED 05/21/20 882.00 .00 COU 202000769 ISSUED 09/14/21 30.00 .00 TOTAL: 912.00 .00 AUDIT HISTORY Department Action Source Created by Date Comments Application status change APP morganamiddleton 09/14/21 See text 1440 - BUILDING DEPA Permit issued APP morganamiddleton 09/14/21 Permit no 202000769 - COU, PAID 1440 - BUILDING DEPA Contractor added APP morganamiddleton 09/14/21 Contractor POOLMAN POOL & PATIO INC. added to permit ' (ID: 52900)CERTIFICATE OF USE' 1440 - BUILDING DEPA Permit removed APP morganamiddleton 09/14/2021 09:13 TOWN OF SOUTH WINDSOR P 3 morganamiddleton APPLICATION PROFILE 1piappent Application ref: 202000622 (continued) 08/09/21 Permit 'HVAC PERMIT' (ID: 52899) removed from application 1440 - BUILDING DEPA Permit removed APP morganamiddleton O8/09/21 Permit 'ELECTRICAL PERMIT' (ID: 52898) removed from application 1440 - BUILDING DEPA Permit removed APP morganamiddleton 08/09/21 Permit 'PLUMBING PERMIT' (ID: 52897) removed from application 1440 - BUILDING DEPA Permit mailed on 05/21/20 APP morganamiddleton 05/21/20 Permit number 2000232 1440 - BUILDING DEPA Permit issued APP morganamiddleton 05/21/20 Permit no 2000232 - BLDGPERMIT, PAID 1440 - BUILDING DEPA Prerequisite approved APP morganamiddleton O5/21/20 BUILDING DEPT PREREQ on 05/21/20 1440 - BUILDING DEPA Prerequisite approved APP michelerlipe 05/08/20 PLANNING APPROVAL on 05p08/20 1440 - BUILDING DEPA Permit payment collected APP morganamiddleton 05/01/20 Payment collected on permit CERTIFICATE OF USE 1440 - BUILDING DEPA Permit payment collected APP morganamiddleton 05/01/20 Payment collected on permit BUILDING PERMIT B 1440 - BUILDING DEPA Contractor added APP morganamiddleton O5/01/20 Contractor POOLMAN POOL & PATIO INC. added to permit 'BUILDING PERMIT' (ID: 52896) 1440 - BUILDING DEPA Application entered. APP morganamiddleton 05/01/20 ** END OF REPORT - Generated by Middleton, Morgan ** NA•�ES RD -0 BERLE R ZONING TABLE 2 W MINIMUM 20 z 0 o gg A o f ALLOWED PROVIDED g ogo go�000 • e ANTI-TRACK PAD NOTES: ►- MIN. L 0 T AREA 30,000 S.F. 3 4,161 S.F. CDgo o go 1. MAINTAIN PAVEMENT AT APRON IN GOOD CONDITION Co U MIN. LOT FRONTZ DEPTH 15 0'F Z 15 0'D 15 0.0 2' 200.65 THROUGHOUT THE CONSTRUCTION PERIOD. - w 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY o LAKE S ROSEMARYLLJ LANE FILTER FABRIC 12' MIN. Im MATERIAL THAT MAY BE TRACKED ONTO THE _1 z 0 6" OF 2" CRUSHED STONE 20' PAVEMENT. of MAX. BUILDABLE AREA 35% AO-7% SECTION A—A 3THE FOR CONINDIVIDUAL TRUCTIONRESIDENTIAL ENTRANCE MAY REDU LENGTH CED TO SITE MAX. BUILDING HEIGHT 30' AND 2 1 2 STORIES 35' C 0 ANTI-TRACK PAD 20' MINIMUM AND THE WIDTH MAY BE REDUCED TO z MIN. FRONT SETBACK 5 0' 42.6 5' CA (NOT TO SCALE) 12' MINIMUM. U L,, -' ASH RD MIN. REAR YARD 50; 111 A O MARK DR � z MIN. SIDE YARD 20 24.14 N/F Iw._ w LOT ID: EDGE OF PAVEMENT BENCHMARK 62400344 PLAN VIEW LAKE sT a MAG AT BASENOFLTREE BAER MARLS z o LAKE S ELEV. 193.6 Cif FLOW Co SECTION VIEW TRENCH CUT — — _ S86°44'26"E 6" DEEP ` - - _ _ w s" WIDE 193x5 150.35) - - - - - - _ _ _ _ AYERS RD Lij FOLD FABRIC UP SLOPE \ Z I \ I 1 1/2" (NOM.) SQUARE X 42" (MIN.) HARDWOOD STAKE OR I \\ r_�` TREE LINE I STEEL POST, DRIVEN INTO GRADE 12" MINIMUM INSTALLED 10' \ I APART (M�b?),Mop CANTED 2'-20' (MAX.) INTO SLOPE I Q\�G 193x2 194x4 200 0 200 400 ATTACH GEOTEXTILE TO POSTS I \ Q. I WITH STAPLES OR PER THE J ,�\ SCALE 1 "=200' 10' MAX. MANUFACTURERS RECOMMENDATION I , SCS GRAPHIC SCALE II \ 192.0 S - -- NOTES \ Z F50'1. SEDIMENT CONTROL FABRIC TO BE A I J REAR YARD I f 193.0 T SHED I RESIST DE MATERIAL TREATED OS y� i' 191 x9 5' CONC WALK WITH 4' FNC I RESIST DEGRADATION FROM EXPOSURE (`Y�J - 2. FOR EACH ST.PECIFICPECIFIC USE, ONLY it /l pp 36' I � GENERAL N 0 T E S . GEOTEXTILES ON THE CONNECTICUT DEPARTMENT OF TRANSPORTATION _ / o �/� 1 . THIS MAP WAS PREPARED FOR THE EXPRESS PURPOSE OF DEPICTING A NEW IN-GROUND POOL O1 I �I PROPOSED STEEL & b- I APPROVED LIST ARE TO BE USED. �, - VINYL INGROUND POOL I CONSTRUCTION WITH RELATED STRUCTURES AND THEIR RELATIONS TO PROPERTY LINES. 3. AFTER FOLDING FABRIC EDGE, BACKFILL 0i Q ELEVATION VIEW TRENCH WITH ORIGINAL SOIL AND p I 0i w �� MAX DEPTH 8' to I i/ IT IS AN IMPROVEMENT LOCATION SURVEY. THE BOUNDARY DETERMINATION IS A DEPENDANT RESURVEY. BUTTRESS THE SPLAY WITH MULCH OR o SILT FENCE DETAIL LEAF LITTER. L1� (�f �, /� �V 192.5 ) CD / ir, �, ,>Flow , ; � (NOT TO SCALE) ,-I 192a —� o �� I 2. PROPERTY IS LOCATED IN ZONE AA 30>,( LIMITED RESIDENTIAL). LOT AREA = 34,161 S.F. (0.784 AC ES) Z I 193x3 cn -TI I 3. PROPERTY IS KNOW AS PARCEL 5160016 ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP / 193.2 (MAP REFERENCE NO. 2) / W I - 0i I Lo 4. BOUNDARY REFERENCE IS MADE TO WARRANTY DEED RECORDED VOL. 10992/P.129 IN THE TOWN LEGEND w 1 -------_------193x7 192x8 I �- I `O OF SOUTH WINDSOR, LAND RECORDS I Z II I MI I 325x9 1 o I 5. PROPERTY IS SUBJECT TO RIGHTS, RESTRICTIONS, ENCUMBRANCES, COVENANTS, EASEMENTS, ETC. w i I i Lr) 0i AS PER RECORDS MAY APPEAR. SPECIFICALLY A SOUTHERN NEW ENGLAND TELEPHONE COMPANY ■ MONUMENT FOUND Li ---' I _ CDi UTILITY EASEMENT RECORDED IN SOUTH WINDSOR TOWN CLERK'S OFFICE VOL.50/P.295. 1 t # I • IPFND BIT DRIVE ONE STORY HOUSE I 6. NORTH ARROW BASED ON NAD "83", ELEVATION IS BASED ON NAVD "88" ' 325x9 FIN FLR I ELEV. 198.16 I I \ --- 0.6 0 PROPERTY CORNER 7. LOT IS IN A FLOOD ZONE 'X': AREA OF MINIMAL FLOODING, AS DETERMINED BY .325x9 I ENTRANCE s.l FEMA PLAN 090900361 F, EFFECTIVE ON 09/26/2008 I I 325x9 'FYI E electric 8. PROPERTY IS NOT WITHIN LIMITS OF INLAND WETLANDS. I z I 40' BUDP SETBACK _ EDGE OF ROAD N/F �___________ -- - - _ _j I 9.EXISTING UTILITIES HAVE BEEN PLOTED FROM FIELD OBSERVATION AND SUPPLEMENTED BY � f ----- - I LOT ID: 6" PINES I ` J N/F AVAILABLE SOURCES. THE LOCATIONS ARE ONLY APPROXIMATE AND THERE MAY BE ADDITIONAL 51600006 I ; :- __-_-_ \ N w I LOT ID: UTILITIES WITHIN THE AREA. ACTUAL LOCATIONS WILL REQUIRE INITIATING W WATER MAIN LOUIS SINATH & DBL OA-! ;= i ``�.,, 51600030 CALL BEFORE YOU DIG" 1 - 800- 922- 4455. ANTHONY JEAN , o I WOOD ALEXAN D ER — GAS MAIN \\ ' ► 325x9 . I ANTI 135_50' TO INTERSECTION IP FNp ry V - UTILITY POLE _ _ _ -0-1 I 30" OAK {�oTRACK, _ _ _ _ - MAP REFERENCES : OF NEVERS AND LAKE RDS - -- - -0- � _ 8_ I� �, p0000° , S86°44'3 " � REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FOR WHICH DATA WAS USED l�o0oOp-C \LAN,D — 15 p 1 E - - � � IP FND � 0 0000c�\ $CAPING g LAND ~- ,�';, IN THE PREPARATION OF THIS SURVEY AND MAP: o DECIDOUS TREE •b�oQ�o - o , \ �SCAPINO N n_2 BIT CURBING J / \ _______a____ � 1 ."PROPERTY OF RSK CONTRACTS NEVERS ROAD AND LAKE STREE SOUTH WINDSOR, CONN. EMIL W. LUCEK �_ I /91 x47 ASSOCIATES, SCALE 1'-40', DATE 4-15-78, PROJECT 78-31 SHEET 1 CERTIFIED SUBSTANTIALLY CORRECT SAN MH�I s-----s_ 1 I STREET III i i EMANUEL E. LUCEK CONN REG. LANE SURVEYOR" WHICH MAP IS ON FILE IN THE TOWN CLERK'S OFFICE 5 SAN LINE TF189x87 LAKE i i IN SAID TOWN ter' ®SNE23POLE �� Cg ;� 2. CURRENT TOWN OF SOUTH WINDSOR ON LINE G.I.S MAPPING AND ASSESSOR'S MAP. �B CATCH BASIN APPLICANT: SIL T FENCING TIMOTHY S. FETZK 0 SAS _ 16 LAKE STREET - . TREE/SHRUB LINE 20 0 20 40 SOUTH WINDSOR, CT 06074 NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE SEAL SCALE 1 "=20' TEL: 860-798-5419 AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. GRAPHIC SCALE ANY CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. PLAN PREPARED FOR NOTES AND DECLARATIONS : CARMEN GIULIANO, L. L. S. N0. 15769 REV DATE DESCRIPTION TIMOTHY S FETZKO THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT ��o>:coNN� MLB: 101 -21 —B LOT ID: 51600016 STATE AGENCIES, SECTIONS 20-30OB-1 THRU 20-300B-20, THE MINIMUM STANDARDS FOR SURVEYS TEL. (860) 310-8842 vj,��'� ��l�9••� 15 LAKE STREET SOUTH WINDSOR CONNECTICUTUT AND MAPS IN THE STATE OF CONNECTICUT ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND email: giuliano.carmen@gmail.com .Uf SURVEYOS INC. THE TYPE OF SURVEY IS PROPERTY/BOUNDARY, THE BOUNDARY DETERMINATION 2 SOUTH ESPLANADE SOUTH GLASTONBURY, CT ,r' •• No ' IMPROVEMENT LOCATION SURVEY CATEGORY IS A DEPENDANT RE-SURVEY. THE HORIZONTAL ACCURACY CONFORMS TO A-2 ENGLEWOOD, FLORIDA 14 FIELDSTONE DRIVE 'ems' PROPOSED IN—GROUND POOL AND THE VERTICAL,T=2 . 34223 06073 SCALE: 1" = 20' FILE: 16 LAKE TDATE09 122-20 .w Np,`(ES R� o =LLR ZONING TABLE o MINIMUM 20 a AALLOWED PR0VIDED � goo ' mANTI-TRACK PAD NOTESMIN. L0T AREA 30 000 S.F. 3 4 161 S.F. o 1. MAINTAIN PAVEMENT AT APRON IN GOOD CONDITION MIN. LOT FRONT DEPTH 150'F 150'D 150.02' 200.65 THROUGHOUT THE CONSTRUCTION PERIOD. w 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY ov LAKE ST > ROSEMARY LANE FILTER FABRIC 12' MIN. MATERIAL THAT MAY BE TRACKED ONTO THE -_.► z p MAX. BUILDABLE AREA 3 5% 7 6" OF 2" CRUSHED STONE 20' 3P FOR INDIVIDUAL RESIDENTIAL LOTS, THE LENGTH OF MAX. BUILDING HEIGHT 30' AND 2 1 2 STORIES 35' SECTION A-A THE CONSTRUCTION ENTRANCE MAY BE REDUCED TO SITE J ANTI-TRACK PAD 20 MINIMUM AND THE WIDTH MAY BE REDUCED TO MIN. FRONT SETBACK 50' 42. 65' Wes- (NOT TO SCALE) 12' MINIMUM. U w ASH RD MIN. REAR YARD 50; 111 A • i MARK DR � z MIN. SIDE YARD 20 24.14 N/F L Li EDGE OF PAVEMENT Of BENCHMARK 62°400D344 PLAN VIEW LAKE STMAG AT o BASENOFL TREE BAER MARC S z p LAKE S ELEV. 193.6 FLOW SECTION VIEW TRENCH CUT _ >, 6" DEEP - — - _ _ S86.44 26 E w 6" WIDE \, \ \1, 193x5 150.35' - - - - - - _ _ _ _ A YERS RD i � Lu FOLD FABRIC UP SLOPE - z I \\ \ I 1 1/2" (NOM.) SQUARE X 42" (MIN.) HARDWOOD STAKE OR \ TREE LINE STEEL POST, DRIVEN INTO GRADE 12" MINIMUM INSTALLED 10' I \ � APART (MAI �),MMp CANTED 2'-20' (MAX.) INTO SLOPE I \ C� I 193x2 `j 194x4 I ATTACH GEOTEXTILE TO POSTS f PQ�� ; I 200 0 200 400 G SCALE 1 "=200' WITH STAPLES OR PER THE �� 5 � SCS 193.0 I I� 10' MAX. -I MANUFACTURERS RECOMMENDATION I �� oG� I GRAPHIC SCALE I I \ 0 192. S I NOTES: ,Z F50' 1. SEDIMENT CONTROL FABRIC TO BE A I J REAR YARD / 193.0 SHED GEOTEXTILE MATERIAL TREATED TO RESIST DEGRADATION FROM EXPOSURE ` 1 191 x9 5' CONC WALK WITH 4' FNC i TO SUNLIGHT. M GENERAL NOTES . 2. FOR EACH SPECIFIC USE, ONLY ` . J � i / zp 36' �� I � GEOTEXTILES ON THE CONNECTICUT 1 t\-D % / 3 DEPARTMENT OF TRANSPORTATION i - _ ;' / PROPOSED 0 �/ 1 . THIS MAP WAS PREPARED FOR THE EXPRESS PURPOSE OF DEPICTING A NEW IN-GROUND POOL �I SED STEEL & I APPROVED LIST ARE TO BE USED. _, VINYL INGROUND POOL 1 CONSTRUCTION WITH RELATED STRUCTURES AND THEIR RELATIONS TO PROPERTY LINES. 3. AFTER FOLDING FABRIC EDGE, BACKFILL nn '' Q � ELEVATION VIEW TRENCH WITH ORIGINAL SOIL AND pV �� MAX DEPTH 8' IQ I i/ IT IS AN IMPROVEMENT LOCATION SURVEY. THE BOUNDARY DETERMINATION IS A DEPENDANT RESURVEY. BUTTRESS THE SPLAY WITH MULCH OR SILT FENCE DETAIL LEAF LITTER. (�f �� �V .O in FLOW w »(NOT TO SCALE) � 1920 0 /�f 1 2. PROPERTY IS LOCATED IN ZONE AA 30 ( LIMITED RESIDENTIAL). LOT AREA = 34,161 S.F. (0.784 ACRES) 193x3 v, 3. PROPERTY IS KNOW AS PARCEL 5160016 ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP / 193.2 �� -- I (MAP REFERENCE NO. 2) co I 1 I I (ZJ Ln 4. BOUNDARY REFERENCE IS MADE TO WARRANTY DEED RECORDED VOL. 10992/P.129 IN THE TOWN LEGEND z �� ________1_93x7 192x8 �- 1 � OF SOUTH WINDSOR, LAND RECORDS I J - , I ` f t \ 1 325x9 I o nI 5. PROPERTY IS SUBJECT TO RIGHTS, RESTRICTIONS, ENCUMBRANCES, COVENANTS, EASEMENTS, ETC. W i I L(7 I Cu AS PER RECORDS MAY APPEAR. SPECIFICALLY A SOUTHERN NEW ENGLAND TELEPHONE COMPANY W / ' � CI ■ MONUMENT FOUND I ; Y z UTILITY EASEMENT RECORDED IN SOUTH WINDSOR TOWN CLERK'S OFFICE VOL.50/P.295. BIT DRIVE # I • 1 P FND 325x9 FOINEFSRORY HOUSE I 1 6. NORTH ARROW BASED ON NAD "83", ELEVATION IS BASED ON NAVD "88" ELEV. 198.16 __ ,65� Q PROPERTY CORNER --0 - 7. LOT IS IN A FLOOD ZONE 'X': AREA OF MINIMAL FLOODING, AS DETERMINED BY I ;325x9 I ENTRANCE FEMA PLAN 090900361 F, EFFECTIVE ON 09/26/2008 - I 325x9 I E electric \ ; 11 8. PROPERTY IS NOT WITHIN LIMITS OF INLAND WETLANDS. I w I 40' BUDP SETBACK _ I— I EDGE OF ROAD N/F - - -- -- -------------- _ - —I I 9.EXISTING UTILITIES HAVE BEEN PLOTED FROM FIELD OBSERVATION AND SUPPLEMENTED BY LOT ID: 6" PINES I ` N/F AVAILABLE SOURCES. THE LOCATIONS ARE ONLY APPROXIMATE AND THERE MAY BE ADDITIONAL 51600006 II w LOT ID: w WATER MAIN " �1 ;-=�'- -------------7-______ __, '�,, � UTILITIES WITHIN THE AREA. ACTUAL LOCATIONS WILL REQUIRE INITIATING 24 Loins SINATH 8c DBL OAKl i 51600030 CALL BEFORE YOU DIG" 1 - 800- 922- 4455. G ANTHONY JEAN I o/ ;;\\ I WOOD ALEXANDER �- GAS MAIN t i 325x9 \ I ro UTILI TY POLE 50' I mo' � -" ANTI_ 135_ - TO_INTER - 30 OAK U TRACK SECTION _ IP FND o - ?oo�o �� ,,� MAP REFERENCES . OF NEVERS AND LAKE RDS _ _S86.44'31"E ° '�I '� REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FOR WHICH DATA WAS USED k jo o O C \LAND _ —�-,- - - IP FND _ /� IN THE PREPARATION OF THIS SURVEY AND MAP: f0 o O o O O C�, �CAPING 150.02 LAND , BIT CURBING - SCAPIN � - - - DECIDOUS TREE 4 0 0 0 \ i , _______a i 1 ."PROPERTY OF RSK CONTRACTS NEVERS ROAD AND LAKE STREE SOUTH WINDSOR, CONN. EMIL W. LUCEK ASSOCIATES, SCALE 1'-40', DATE 4-15-78, PROJECT 78-31 SHEET 1 CERTIFIED SUBSTANTIALLY CORRECT SAN MH�-S S-- 191x47 I i i EMANUEL E. LUCEK CONN REG. LANF SURVEYOR" WHICH MAP IS ON FILE IN THE TOWN CLERK'S OFFICE SA LINE TF189x87 \�� LAKE I �I IN SAID TOWN ° STREET �1 �SN T3POLE �� '�I CB "Q 2. CURRENT TOWN OF SOUTH WINDSOR ON LINE G.I.S MAPPING AND ASSESSOR'S MAP. rn CB CATCH BASIN APPLICANT: SCS SILT FENCING TIMOTHY S. FETZKO 16 LAKE STREET TREE/SHRUB LINE 20 0 20 40 SOUTH WINDSOR, CT 06074 NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE SEAL SCALE 1 "=20' TEL: 860-798-5419 AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. GRAPHIC SCALE ANY CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. PLAN PREPARED FOR NOTES AND DECLARATIONS : REV DATE DESCRIPTION TIMOTHY S FETZKO THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT CARMEN GIULIANO, L. L. S. N0. 15769 Fcoa MLB: 101 -21 —B LOT ID: 51600016 TEL. 860 310-8842 �`�'• 'N� STATE AGENCIES, SECTIONS 20-30OB-1 THRU 20-300B-20, THE MINIMUM STANDARDS FOR SURVEYS � y!�`�� � '1C 15 LAKE STREET SOITH WINDSOR CONNECTICUTUT AND MAPS IN THE STATE OF CONNECTICUT ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND email: giuliano.carmen@gmail.com o I A SURVEYOS INC. THE TYPE OF SURVEY IS PROPERTY/BOUNDARY, THE BOUNDARY DETERMINATION 2 SOUTH ESPLANADE SOUTH GLASTONBURY, CT ,� 0 / ss ' - IMPROVEMENT LOCATION SURVEY CATEGORY IS A DEPENDANT RE-SURVEY. THE HORIZONTAL ACCURACY CONFORMS TO A-2 ENGLEWOOD, FLORIDA 14 FIELDSTONE DRIVE = '+'os• PROPOSED IN—GROUND POOL AND THE VERTICAL,T=2 . 34223 06073 �'° SCALE: 1 " = 20' FILE: 16 LAKE TDATEQR 122-20 NP�ES RD 0 BERLE R ZONING TABLE MINIMUM 20' z ALLOWED PROVIDED g a gSgS A o go�'ogo ANTI-TRACK PAD NOTES: ►- �7 = MIN. L O T AREA 30,000 S.F. 3 4,161 S.F. O o o g 1. MAINTAIN PAVEMENT AT APRON IN GOOD CONDITION � U MIN. LOT FRONT DEPTH 15 0'F 15 0'D 15 0.0 2' 200.65 THROUGHOUT THE CONSTRUCTION PERIOD. LAKE w 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY 0 ST w ROSEMARY LANE FILTER FABRIC 12' MIN. MATERIAL THAT MAY BE TRACKED ONTO THE . ..1 z 0 MAX. BUILDABLE AREA 35% 7� 6" OF 2" CRUSHED STONE 20' PAVEMENT. fr 3. FOR INDIVIDUAL RESIDENTIAL LOTS, THE LENGTH OF SIT E LLJ SECTION A-A THE CONSTRUCTION ENTRANCE MAY BE REDUCED TO MAX. BUILDING HEIGHT 30' AND 2 1 ZZ STORIES 35' CA ANTI-TRACK PAD 20' MINIMUM AND THE WIDTH MAY BE REDUCED TO w MIN. FRONT SETBACK 50; 42.,65' °- (NOT TO SCALE) A 12' MINIMUM. Q MARK LL ASH RD MIN. REAR YARD 50 111 elf DR � MIN. SIDE YARD 20' 24.14' N/F a `d " w EDGE OF PAVEMENT '- iE BENCHMARK LOT ID: PLAN VIEW � LAKE ST o MAG NAIL AT 62400344 w LAKE S BASE OF TREE BAER MARC S z o ELEV. 193.6 Of FLOW _ SECTION VIEW -'I -------,� Cn 6 DEEP CUT \ - - - - _ _ _ _ S86.44226"E W \� - - - - - - \� 150.35' - - _ AYERS RD w 6" WIDE , 193x5 _ _ _ FOLD FABRIC UP SLOPE r \ \ - -- Z I 35' , r e TREE ' 1 1/2" (NOM.) SQUARE X 42" (MIN.) HARDWOOD STAKE OR e LINE j STEEL POST, DRIVEN INTO GRADE 12" MINIMUM INSTALLED 10' e� � ( �94x4APART (Mq]),Mftp CANTED 2•-20• (MAX.) INTO SLOPE C� I193x2 f 00 400 ATTACH GEOTEXTILE TO POSTS e GPQ `"}', 200 0 SCALE 1 "=2 20' WITH STAPLES OR PER THE 5 193.0 I 10' MAX. J MANUFACTURERS RECOMMENDATION r GRAPHIC SCALE X 1s2.o s 1 t a z Y HEp I ' NOTES; W , Z - 1 IOU - B F50'1. SEDIMENT CONTROL FABRIC TO BE A REAR YARD I f -- - 193.0 SHED RESIST DEG MATERIAL TREATED TO OS 191 x 5' CONC WALK ~4' FNC GENERA NOTES . RESIST DEGRADATION FROM EXPOSURE TO SUNLIGHT. 2. FOR EACH SPECIFIC USE, ONLY , / o 36' ' '` GEOTEXTILES ON THE CONNECTICUT rn i o /� 1 . THIS MAP WAS PREPARED FOR THE EXPRESS PURPOSE OF DEPICTING A NEW IN-GROUND POOL DEPARTMENT OF TRANSPORTATION V r i - aI / PROPOSED STEEL & `` / APPROVED LIST ARE TO BE USED. �I / a / CONSTRUCTION WITH RELATED STRUCTURES AND THEIR RELATIONS TO PROPERTY LINES. 3. AFTER FOLDING FABRIC EDGE, BACKFILL (v -' / VINY!_ INGROUND POOL r ELEVATION VIEW TRENCH WITTi ORIGINAL SOIL AND p ' (v MAX DEPTH 8' Io ► / IT IS AN IMPROVEMENT LOCATION SURVEY. THE BOUNDARY DETERMINATION IS A DEPENDANT RESURVEY. BUTTRESS THE SPLAY WITH MULCH OR o // / SILT FENCE DETAIL LEAF LITTER. O f of �I / V FLOW(NOT TO SCALE) `'I 1s2.0 193x3 ---� r�� r 2. PROPERTY IS LOCATED IN ZONE "AA 30"( LIMITED RESIDENTIAL). LOT AREA - 34,161 S.F. (0.784 AC ES) r 3. PROPERTY IS KNOW AS PARCEL 5160016 ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP I 193.0 i + ' i �G5 193.2 ' `-I I (MAP REFERENCE NO. 2) (U Lo 4. BOUNDARY REFERENCE IS MADE TO WARRANTY DEED RECORDED VOL. 10992/P.129 IN THE TOWN `.0 OF SOUTH WINDSOR, LAND RECORDS LEGEND I J I ;_______________193x7 192x8 I , _ 325x9 I 5. PROPERTY IS SUBJECT TO RIGHTS RESTRICTIONS ENCUMBRANCES, / I I ► I o I (v COVENANTS, EASEMENTS, ETC. L (U AS PER RECORDS MAY APPEAR. SPECIFICALLY A SOUTHERN NEW ENGLAND TELEPHONE COMPANY ■ MONUMENT FOUND I , ;--' O UTILITY EASEMENT RECORDED IN SOUTH WINDSOR TOWN CLERK'S OFFICE VOL.50/P.295. #16 ' BIT DRIVE ONE STORY HOUSE 6. NORTH ARROW BASED ON NAD "83", ELEVATION IS BASED ON NAVD "88" • I P FND I 325x9 FIN FLR � I ELEV. 198.16 � Q PROPERTY CORNER ; �\ �06 I 7. LOT IS IN A FLOOD ZONE 'X': AREA OF MINIMAL FLOODING, AS DETERMINED BY \ �325xg I FEMA PLAN 090900361F, EFFECTIVE ON 09/26/2008 I I ENTRANCE \ I I 325x9 � --a-- electric r \\ I I i i � � {' i w I 8. PROPERTY IS NOT WITHIN LIMITS OF INLAND WETLANDS. 40' BLL SETBACK - J i EDGE OF ROAD N/F I `�`�--- ---�-~------_�- _ ---- - 9.EXISTING UTILITIES HAVE BEEN PLOTED FROM FIELD OBSERVATION AND SUPPLEMENTED BY LOT ID: 6" PINES i ;r \`� N/F AVAILABLE SOURCES. THE LOCATIONS ARE ONLY APPROXIMATE AND THERE MAY BE ADDITIONAL W I 51600006 I I r_ ___ _ W LOT ID: UTILITIES WITHIN THE AREA. ACTUAL LOCATIONS WILL REQUIRE INITIATING ---w-- WATER MAIN LOUIS SINATH c�C DBL OAKS` r��i' yl- 51600030 CALL BEFORE YOU DIG" 1 -800- 922- 4455. ANTHONY JEAN \ o i +fJ! WOOD ALEXANDER - 9- GAS MAIN \\ 325x9 I I e .,03 UTILITY POLE 135.50' TO INTERSECTfON ~V ANTI \� e i 30 OAK V ,� _ e MAP REFERENCES : OF NEVERS AND LAKE RDS IP FND oTRACK�� , 0 0 -�--► - -o�o � - S86.44'31"E �''� ,� REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FOR WHICH DATA WAS USED BLAND IP FND �_ IN THE PREPARATION OF THIS SURVEY AND MAP: %000000d 150 OF' LAND �' _ �' _ O O O �, 15CAPING - - 4 0 0 0 \ SCAPIN r /'��`� DECIDOUS TREE ` '--�__sz� o�o� BIT CURBING ` I i „ ' 1 . PROPERTY OF RSK CONTRACTS NEVERS ROAD AND LAKE STREE SOUTH WINDSOR, CONN. EMIL W. LUCEK 5- S- 5' S S_ 191x47 ASSOCIATES, SCALE 1'-40', DATE 4-15-78, PROJECT 78-31 SHEET 1 CERTIFIED SUBSTANTIALLY CORRECT -- � I I 1 SAN MH I I I I I EMANUEL E. LUCEK CONN REG. LANF SURVEYOR WHICH MAP IS ON FILE IN THE TOWN CLERK'S OFFICE TF189x87 ��� LAKE i I II II IN SAID TOWN SAN LINE STREET I 2. CURRENT TOWN OF SOUTH WINDSOR ON LINE G.I.S MAPPING AND ASSESSOR'S MAP. �O�OS223� jR I�o o, C8 CA TCH BASIN APPLICANT: SILT FENCING TIMOTHY S. FETZKO SOS 16 LAKE STREET TREE/SHRUB L/NE SOUTH WINDSOR, CT 06074 20 0 20 40 NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE SEAL SCALE 1 "=20' TEL: 860-798-5419 AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATIONNUMBER APPEAR BELOW. GRAPHIC SCALE ANY CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. PLAN PREPARED FOR V ATE DESCRIPTION TIMOTHY S FETZKO NOTES AND DECLARATIONS . RE D IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT CARMEN GI U L( AN 0, L. L. S. N 0. 15769 of CoN MLB: 101 -21 -B LOT ID: 51600016 THIS SURVEY AND MAP HAS BEEN PREPARED �.�•`••�F STATE AGENCIES, SECTIONS 20-30OB-1 THRU 20-30OB-20, THE MINIMUM STANDARDS FOR SURVEYS TEL. (860) 310-8842 �;:Y+�'`` °�'(9.�n 16 LAKE STREET SOUTH WINDSOR CONNECTICUTUT AND MAPS IN THE STATE OF CONNECTICUT ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND email: giuliano.carmen@gmail.com :� , VEYOS INC. THE TYPE OF SURVEY IS PROPERTY BOUNDARY, THE BOUNDARY DETERMINATION "O j IMPROVEMENT LOCATION SURVEY SUR / 2 SOUTH ESPLANADE SOUTH GLASTONBURY, CT ' CATEGORY IS A DEPENDANT RE-SURVEY. THE HORIZONTAL ACCURACY CONFORMS TO A-2 ENGLEWOOD, FLORIDA 14 FIELDSTONE DRIVE si PROPOSED IN-GROUND POOL AND THE VERTICAL,T2 . 34223 06073 SCALE: 1" = 20' FILE: 16 LAKE TDATE09 122-20 NP�ES RD o BERLE R ZONING TABLE Ld _ MINIMUM 20' z q-y-- +- � r- z ALLOWED PROVIDED g � � ANTI-TRACK PAD NOTES: ►- � � � MIN. L O T AREA 3 0 0 0 0 S.F. 3 4 161 ? S.F. o g 1. MAINTAIN PAVEMENT AT APRON IN GOOD CONDITION j U MIN. LOT FRONT DEPTH 150'F 150'D 150.02 200.65 THROUGHOUT THE CONSTRUCTION PERIOD. > ROSEMARY 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY o LAKE ST w LANE FILTER FABRIC 12' MIN. MATERIAL THAT MAY BE TRACKED ONTO THE _ ► z 0 6" OF 2" CRUSHED STONE 20' PAVEMENT. rr MAX. BUILDABLE AREA 3 5% 7% 3. FOR INDIVIDUAL RESIDENTIAL LOTS, THE LENGTH OF SITE z SECTION A-A THE CONSTRUCTION ENTRANCE MAY BE REDUCED TO MAX. BUILDING HEIGHT 30' AND 2 1 2 STORIES 35' ANTI-TRACK PAD 20' MINIMUM AND THE WIDTH MAY BE REDUCED TO MIN. FRONT SETBACK 50' 42.65' `'yam- (NOT TO SCALE) 12' MINIMUM. Q � ASH RD MIN. REAR YARD 50' 111 A MARK DR a MIN. SIDE YARD 20' 24.14' N/F w " z w EDGE OF PAVEMENT fY BENCHMARK LOT I D:62400344 PLAN VIEW LAKE ST o BAG NAIL BAER MARC S LAKE Lu BASE OF TREE z � S ELEV. 193.6 FLOW_ SECTION VIEW fi EDEEP CUT S86'44126"E - W 6" WIDE \\. ,�\ , 150.35' - - - - - -- _ _1, 193x5 AYERS RD w FOLD FABRIC UP SLOPE I ` \ 35 I 1 1/2" (NOM.) SQUARE X 42" (MIN.) HARDWOOD STAKE OR `\ TREE LINE r STEEL POST, DRIVEN INTO GRADE 12" MINIMUM INSTALLED 10' I \\ i 194x4 I APART (M%?),aNp CANTED 2'-20' (MAX.) INTO SLOPE 193x2 ) f ATTACH GEOTEXIILE TO POSTS \\ el,,_ 200 0 200 400 NTH STAPLES OR PER THE I 5 193.o SCALE 1 "=200' L 10' MAX. -I MANUFACTURERS RECOMMENDATION i �; SCS ; I GRAPHIC SCALE \ 192.d ' !a X Z1( NE I NOTES: W I Z ; --\I - -- Ou-t- 19 ILP/ 1. SEDIMENT CONTROL FABRIC TO BE A I F50' REAR YARD ISHEDGEOTEXTILE MATERIAL TREATED TO ry RESIST DEGRADATION FROM EXPOSURE , 191 x 5' CONC WA 4' FNC ` I ` J TO SUNLIGHT. (1'� d- ; ,� 36' , ��� GENERAL NOTES : 2. FOR EACH SPECIFIC USE, ONLY Od + GEOTEX11LES ON THE CONNECTICUT `D %' /� � o /� 1 . THIS MAP WAS PREPARED FOR THE EXPRESS PURPOSE OF DEPICTING A NEW IN-GROUND POOL DEPARTMENT OF TRANSPORTATION APPROVED LIST ARE TO BE USED. / PROPOSED STEEL & `` // CONSTRUCTION WITH RELATED STRUCTURES AND THEIR RELATIONS TO PROPERTY LINES. n ' VINYL 1NGROUND POOL I 3. AFTER FOLDING FABRIC EDGE, BACKFELL � �[ � _,� Q� / TRENCH WITH ORIGINAL SOIL AND p (v // MAX DEPTH 8' L ► / IT IS AN IMPROVEMENT LOCATION SURVEY. THE BOUNDARY DETERMINATION IS A DEPENDANT RESURVEY. ELEVATION VIEW BUTTRESS THE SPLAY WITH MULCH OR o / / SILT FENCE DETAIL LEAF LITTER. Ln I (tJ v-, / w 192. (NOT TO SCALE) I �J / 192.0 FLOW 193x3 --y //► 2. PROPERTY IS LOCATED IN ZONE "AA 30"( LIMITED RESIDENTIAL). LOT AREA = 34,161 S.F. (0.784 AC ES) 193.2 3. PROPERTY IS KNOW AS PARCEL 5160016 ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP I i93.0 / � I ' I (MAP REFERENCE NO. 2) / co I i ( i L.(7 4. BOUNDARY REFERENCE IS MADE TO WARRANTY DEED RECORDED VOL. 10992/P.129 IN THE TOWN `D OF SOUTH WINDSOR, LAND RECORDS LEGEND I -------------193x7 ,92x8 _ M % i 325x9 o Ini 5. PROPERTY IS SUBJECT TO RIGHTS, RESTRICTIONS, ENCUMBRANCES, COVENANTS, EASEMENTS, ETC. JJ-) (v AS PER RECORDS MAY APPEAR. SPECIFICALLY A SOUTHERN NEW ENGLAND TELEPHONE COMPANY r MONUMENT FOUND - r UTILITY EASEMENT RECORDED IN SOUTH WINDSOR TOWN CLERK OFFICE VOL.50/'S OF P.295. � � CD BIT DRIVE� ON I 6. NORTH ARROW BASED ON NAD "83", ELEVATION IS BASED ON NAVD "88"I P FND 1 ONE STORY HOUSE r 325x9 FIN FLR ' ELEV. 198.16 ' ' "-,06 7. LOT IS IN A FLOOD ZONE 'X': AREA OF MINIMAL FLOODING, AS DETERMINED BY 0 PROPERTY CORNER r �\ i ,325x9 r ENTRANCE s.l-�� FEMA PLAN 090900361 F, EFFECTIVE ON 09/26/2008 325 r x9 r \ i r E electric \, 8. PROPERTY IS NOT WITHIN LIMITS OF INLAND WETLANDS. I , w I 40' BUD SETBACK ---_EDGE OF ROAD `I��� N/F - --- 9.EXISTING UTILITIES HAVE BEEN PILOTED FROM FIELD OBSERVATION AND SUPPLEMENTED BY --- LOT ID: I ` N/F AVAILABLE SOURCES. THE LOCATIONS ARE ONLY APPROXIMATE AND THERE MAY BE ADDITIONAL 51600006 6H PINES i '_ - `�\ W LOT ID: UTILITIES WITHIN THE AREA. ACTUAL LOCATIONS WILL REQUIRE INITIATING W WATER MAIN LOUIS SINATH Bc DBL OA ` 24" ' _ ----- ► 51600030 CALL BEFORE YOU DIG" 1 - 800- 922- 4455. I�'� ANTHONY JEAN I \ ;fJ CSrl '�., WOOD ALEXANDER --0--- GAS MAIN r I I 325x9 � r UTILITY POLE 135.50' TO INTERSECTION IP FNDI o 1 / 30 OAK V TRACK MAP REFERENCES : _ -�- ►� OF NEVERS AND LAKE RIDS - - - - 3 -o-°�° \ _ _S �° "I 1\46 REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FOR WHICH DATA WAS U ���_��; 86 44 31 E E E USED \\� '0 00C)o \LAND -15 Og'- - - - _ IP FND - � IN THE PREPARATION OF THIS SURVEY AND MAP: O O O d; $CAPING LAND - DECIDOUS TREE ,b�oQo 0 0 0 , \ SCAPIN� \ BIT CURBING % I 1 ."PROPERTY OF RSK CONTRACTS NEVERS ROAD AND LAKE STREE SOUTH WINDSOR, CONN. EMIL W. LUCEK ASSOCIATES, SCALE 1 -40 , DATE 4-15-78, PROJECT 78-31 SHEET 1 CERTIFIED SUBSTANTIALLY CORRECT 191x47 / EMANUEL E. LUCEK CONN REG. LANF SURVEYOR" WHICH MAP IS ON FILE IN THE TOWN CLERK'S OFFICE SAN MH I ! TF189x87 \�� LAKE i %r IN SAID TOWN Q SAN LINE STREET I r r 2. CURRENT TOWN OF SOUTH WINDSOR ON LINE G.I.S MAPPING AND ASSESSOR'S MAP. �*�JS22 �B CATCH BASIN APPLICANT: SILT FENCING TIMOTHY S. FETZKO SCS 16 LAKE STREET TREE/SHRUB L/NE SOUTH WINDSOR, CT 06074 20 0 20 40 NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE SEAL SCALE 1"=20' TEL: 860-798-5419 AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. GRAPHIC SCALE ANY CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. PLAN PREPARED FOR NOTES AND DECLARATIONS . _e_�,a,ry�-.- REV DATE DESCRIPTION TIMOTHY S FETZKO CARMEN GIULIANO, L. L. S. N0. 15769 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT L MLB: 101 -21 -B LOT ID: 51600016 TEL. 860 310-8842 ` : . �� ;. STATE AGENCIES, SECTIONS 20-30OB-1 THRU 20-30OB-20, THE MINIMUM STANDARDS FOR SURVEYS �� IT � f ; 16 LAKE STREET SOUTH WINDSOR CONNECTICUTUT AND MAPS IN THE STATE OF CONNECTICUT ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND email: giuliano.cormen@gmail.com TYPE OF SURVEY IS PROPERTY BOUNDARY, THE BOUNDARY DETERMINATION 2 SOUTH ESPLANADE SOUTH GLASTONBURY, CT �� r' ' F IMPROVEMENT LOCATION SURVEY SURVEYOS INC THE / = ' ` CATEGORY IS A DEPENDANT RE-SURVEY. THE HORIZONTAL ACCURACY CONFORMS TO A-2 ENGLEWOOD, FLORIDA 14 FIELDSTONE DRIVE / '` s� PROPOSED IN-GROUND POOL AND THE VERTICAL,T=2 . 34223 06073 SCALE: 1" = 20' FILE: 16 LAKES TDATEOR 122-20 2000232 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/21/2020 GIS ID:51600016 FEE: 882.00 MUNIS APPLICATION# 202000622 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: POOLMAN POOL&PATIO INC. ADDRESS: 16 LAKE STREET ADDRESS: 144 PROSPECT HILL ROAD OWNER: FETZKO TIMOTHY S&KATRINA D 16 LAKE STREET EAST WINDSOR,CT 06088 DESCRIPTION OF WORK: BUILD AN INGROUND SWIMMING POOL 18'X 36'WITH SIDEWALK AND FENCE AROUND POOL 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 5/2 1/2020 1 1:59 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600516 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 12/12/2016 GIS ID: 51600016 FEE: 90.00 MUNIS APPLICATION# 201601777 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 16 LAKE STREET ADDRESS: 648 SULLIVAN AVENUE OWNER: FETZKO TIMOTHY S&KATRINA D P.O.BOX 875 16'LAKE STREET SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: GAS CONVERSION FROM OIL BOILER WITH GAS PIPING. 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 12/12/2016 1 1:09 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE