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HomeMy WebLinkAbout120 AUSTIN CIR Town of South Windsor Building Department Location ) JO 19L1L_Tt,e-, L ieeje' Building permit# SWIMMING POOL REQUIREMENTS: This list is not all inclusive,please refer to pool packet. ❖ A 48"barrier shall be provided to protect pool access. Including a temporary fence for inground pools prior to excavation. ❖ Access gates shall be self closing and self latching(if less than 54"high the latch shall be on the pool side and be protected within 18"of release mechanism). ❖ Doors providing direct access to the pool area shall either have an alarm,a self closing self latching device 54"min. from floor or the pool shall be provided with a safety cover. ❖ No receptacle within 10'of pool.(Except locking type receptacle for pool equipment,must be at least 5' from pool and GFCI protected). ❖ All metal parts of the pool structure,fixed metal parts within 5"of pool,pump motors etc.,shall be bonded with a minimum#8 solid copper wire using proper bonding lugs. ❖ Convenience GFCI receptacle shall be provided between 10' and 20' from pool. ❖ Trench depth for 20 amp.max.GFCI protected circuit to pool equipment shall be 12"deep min. A surface pool alarm shall be installed pursuant to Public Act 99-140. ❖ All swimming pool pumps shall be provided with a time clock. ❖ Entrapment avoidance shall be in accordance with the provisions of Section AG106 REQUIRED SWIMMING POOL INSPECTIONS: The following is a list of inspections that need to be performed prior to the continuation of work. Request for inspections can be made by calling the Building Department at 860-644-2511.(24 hour notice required) 1. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenances including metal reinforcing for gunite pools and concrete decks. 2. FINAL ELECTRICAL-Location of equipment and GFCI protection,pump timer and convenience outlet provided. 3. FINAL-Swimming pool access protection must be in place before pool may be used. Each swimming pool installation requires a Building and an Electrical permit. Additional permits and inspections may be required for pool decks. I have read and understand the requirements listed above. Applicants Signature Lt—) ''.J% Lie,, Date 15 _ f I i pn}gip NU, 3� \Ile %\ �o \ ` /" o \v CB 58 Z� LEGEND \ 4 \ z 07 IRON PIN TO BE SET o MONUMENT TO BE SET x 287.3 EXISTING SPOT GRADE 102 9'�'� ` G O 300 EXISTING CONTOUR ��' 1��zso T C —w—w— WATER MAIN oa b �,, pp sIAH 25 —0-0— GAS MAIN ,, � n- 37'la•1 � � NOTE: '� R - na oo'� CB 56 I. SANITARY SEWER INVERT ELEVATIONS TAKEN FROM .��y L: ��• Cf �t•4\�"�• T- 173 7' INSPECTION REPORT PROVIDED BY CONTRACTOR. s 2. ALL ITDAS DEPICTED ON THIS PLAN HAVE BEEN w � CB 55 VERIM IN THE FIELD AS TO LOCATION. ELEVATION AND COMPLETENESS. \ 5 TO*as\Cayce \ t to \coh Al !� 4 0 REFERENCE NOTE: - BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED -REDFIELD-SITE PLAN OF DEVEL PMENT% SHEETS 4 THRU 11 � 9 �' �. S' � � ��� OF 30. SCALE 1'-40'. LAST REVISION 2/20/VL PREPARED FOR JMJ �L c-� CONSTRUCTION COMPANY. BY DESIGN PROFESSIONALS. INC. ZONE: DESIGNED RESIDENCE 14s �,�� `Q b ig JL THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 f3 S73"IVOa'E z STANDARDS OF HORCWWAL ACCURACY AS DEFINED IN TIE 'RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE I 3 OF CONNECTICUT'PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, ANC, SEPTEMBER 24, 19102 t. � TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS RT W? I p SUBSTAIIT[ALLY CORRECT AS NOTED HEREON. 12002 RK ARID P. MARTEL LIC d ' 40' YARD LINE b I 3 _, r NKEAMIMIS As .m 'E`""0Ns GRAiiMC SCALE cx 2�,-NI7ss REDFI ELD SHEET AVALAM�lOL Ml cars vaneamL , I.R." A,o G-i.s.ns 20 0 10 20 esl�fl • A!-K&T FILM 1 ML u AR t as tessionals, Inc. • 103 SU�LAW XMYW M W 70 ro CON9VIUMM OF, a ae PLAN..nwa w.a.rt aUw,Mc am .r gh ssm • pl«m«* 4 surveyors a►I nOorowoN&80aank-lu rI"L qa MATE !> >tcw �, 1 Inch a 20 feet µIC governors highway. south cord—mcut OW74 SOUTH WINDSOR CONNECTICUT AA"ATY aa: -3- I �m \ .44 ,ryp, Al 37'18'1 Qvl � 175.00' T = 59.07' = 113.94' 5 T `'- • � z boa• r \h►''.�� ` 'a• J � � y I goo •t - I o�° _ 2 o�7L3 S 3'25'08"E /_�•''� �4-- w .::j4D .1�� Lr s W 1 �,o ALA- 5TJ ry G d2CL I_ Z 93 k6, a W r JUN u 8 7njj D Sown vvlr(isor BUILDING DEPARTMENT v lrfE l3.:el!'l... "Pi. U1G.t `rT ;i GiH `NitiU)vr tns certi-wd tiret rain plan and specific Jtions are try• pirs M the proposad banding or alterations to b• •t-d at /c�Q � Street 'ceether xtth amendments t:111nd jr, appfisation ana •loa +lth plan ano , to to comply A•ith all zoning. ,:utit,ng and st-Ae laws and such orders as shall br 511-d by the Huildirg Department during pendency rnis aVpllcntlnr, and tirai issuance of a building —r Tit. t is :-Ian Is =ppro—d subject to the Contlltlon that .utrs ,.nd a;rdt--r,cvs regulating bullaing shaft be ... _.. ith. .approved These "led with ^6u:idt•te •�?;clot 11 h Cler ,ate CERTIFICATION OF ZONING COMPLIANCE Proposed buil&Vs), uses) and/or structure(s) as shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date (,- S / i ng Eniviernent Officer tj �. f-- '� ZO 0 s[V 37'1881 R = 175.00' T = •59.07 = 113.94 5 ; V4 5-�Ir WA ICA rA i \oa �y o'er f I AtA. 5-riYC r= Z e(,o - UYf- 93 k�, a;uv 1 I IIZ�o SQ C'T _. R a 172801 T =•59.07' 113.94' 5 o r 7L � nor I z . i� o l�ksTirr ci�c�r En W eLv- b �Y&' 93k �1� �I I �1 •l�r.. Y�• ' :L MAY 3 12012 South VVindsor BUILDING DEPARTMENT ,u fht IltIL0114y aryl. vViNt", f lcatf�„r. tIU. this ce Kiticd ifiet U�is dan aM if+°C� nreteratjoro t0 Da copies C9 the pr�wstd b�Alpinii erected at /t auk-- /o?v Aft/1,,,� l tn�k 9veet -""r-- aetlon t^Kethr w1At emandmanta atateA 1n ajt !lied with plan and I agree to comity whh aft zonand ing. 8,ilding and elate laws and such order' as hall by Issued by the gutlding Oepartment dudAg pe ,.I Lt,la application and I3na1 il'saanm Of ff a tpulwina parmM. hl aygro�ed subl� [e the aondkbn that orders and ordinances regtr:atlrta b,gidtng Shall Da plied wkh. Conditlorol-0t r4GS��sd Aria •led with CIsr4 � Building Ihsw'w" No. L(ryCSI� J� CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Nto 3 7 ' x � 7 Zoning Enf9frement Officer A� ffbff a �.•r r �f 7�,•s-. Z'. 1 S r'X f ROWNE "S MANUAL MINIM, Our ClearWater II Cartridge Filter System is shipped from Waterway complete WARNING:A GFCI is required.Follow national and local with everything you need right in the box.Assemble filter system only after Abuilding and safety codes. above-ground pool is installed.Fill pool with water.Do not raise water level above pool return line. Before opening shipping carton,make sure box is in the upright position. Inside the carton,you will find: The pool equipment should be located between pool skimmer and return 1.One base line.The filtration system should not be closer than 2 ft.and not further than 2.One pump(packaged in separate box) 5 ft.from the pool.The ClearWater II Cartridge Filter System needs to be on 3.One filter a completely flat surface(e.g.patio block,cement slab,etc.).The pump will 4.Two lengths of 6 ft.hose require a 110 volt/20 amp service. 5.One bag with fittings INSTALLATION INSTRUCTIONS WARNING!READ ALL INSTRUCTIONS AND WARNING LABELS 6. From the fittings package,remove 1�'/2"hose adapter and o-ring(Detail 2). BEFORE OPERATING FILTER! Thread into the outlet side of the filter tank. 1. Place filter and base on a level,secure surface.Place the pump on the base 7. Remove 4 hose clamps from the fittings bag.Select one of the hose lengths to the left of the filter.The pump should now be facing the filter marked and slip one clamp over the end of hose adapter.Place the end of the hose "Inlet"There is no need to disassemble filter or pump assemblies. onto the hose adapter(pump suction)and the other end to the hose 2. Open pump trap lid and remove 2"gasket.Place 2"gasket into union nut. adapter end of the pool skimmer.Repeat steps with filter outlet to Hand tighten union nut to suction side of pump(Detail 5). pool return. 3. Secure pump to base using the pin&anchor assemblies(Detail 4). 8. Fill pool until water level is halfway up length of skimmer throat. 4. Open fittings bag and remove coupling assembly(Detail 2).Assemble 2" 9. Open air release knob.Plug in and turn on pump.Air will pass out of the gasket,coupling,coupling o-ring,and 2"union nut,and thread into inlet filter through the air release knob.Once water discharges from knob, side of filter. close it. 5. Thread 2"union nut to pump discharge(Detail 3).Slip o-ring over threads NOTE:Water may drip from air relief knob for a few minutes after closing. of hose adapter(Detail 5)and thread it into the front of the trap(Detail 1). This is normal and will stop after the threads are empty of water. CLEANING INSTRUCTIONS N If the pressure gauge on your filter reads 5 PSI or higher than the original reads"0".Open drain cap at bottom of filter and allow water to flow. starting pressure,the filter needs to be cleaned.The Aqua Star Cartridge filter 3. Press the yellow safety latch on the underside of the locking nut and turn System features the exclusive 1-2-3 Safety Locking System to ensure safe and the nut counterclockwise to remove the lid.Rinse the cartridge element simple filter maintenance. with a garden hose.There is no need to remove the element from the filter. 1. Turn off pump.WARNING:Never attempt to dean filter while pump 4. Reassemble lid and follow start-up procedures from original instructions. is running.This is a pressurized vessel.It could cause severe injury or harm to your person.Plug skimmer and pool return lines or drain pool water level to below pool return line. My Original Starting Pressure is PSI(Pounds per Square Inch).I should clean the filter at PSI. 2. Slowly open the air release knob on top of filter until the pressure gauge 20 11 14 o 16 15 \4 18 10 21 9--� �<-10 y [� 11 14 11 4 16 15 0 17 11 19 �E-12 22 pjq 12a 18 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 �I Item Part Na Description 1 830-4000SS Pressure Gauge la 519-7431 Pressure Gauge-Fitting Adapter 1 1b 805-0117SD 0-Ring 4b 2 602-0201 Air Relief Plug �t 3 805-0207 0-Ring-Air Relief r 4 511-7321 Lid Assembly-Small(75/100 sq.ft.) 4a 511-7331 Lid Assembly-Large(150/200 sq.ft.) 4a 519-7601 Lid Handle O �~ 4b 819-9002 #12 x 3/a"S/S Phillips-head Screw 13a 5 805-0460 Lid 0-Ring 6 718-7251 Filter Nut(sold with Lid Assemblyonly) 6a 519-7451 Lock Tab(2) DETAIL 8 7 519-7441 Wing Nut DETAIL 6 8 817-0075P Cartridge-75 sq.ft. 817-0100P Cartridge-100 sq.ft. 817-01 SON Cartridge-150 sq.ft. 817-020ON Cartridge-200 sq.ft. 6 9 515-7251 Body-Filter Bottom 9a 519-7470 Filter Wrench(see Detail 6a) 6a —6a 10 417-6241 1 1/2"MPT x 1'/z"Male Smooth Hose Adapter 11 805-0224 0-Ring 5 12 500-5300 Drain Assem bly Y 6 12a 505-2030 Drain Cap 4a 4b 13 672-7401 ClearWater II Base 13a 819-0044 #10 x 1"S/S Phillips-head Screw 14 415-5001 2"Union Nut i �� 2 E 1a 15 419-7241 Coupling 3 E-1b 9a 1c � � 16 711 4010 2"Union Gasket �., ,�r 4 17 PH1100 1 HP-1-Speed-Hi-Flo Pump PH1150 1�/2 HP-1-Speed-Hi-Flo Pump 13a r. 4 PH1200 2 HP-1-Speed-HI-Flo Pump PH2100 1 HP-2-Speed-Hi-Flo Pump o 9 PH2150 1'/2 HP-2-Speed-Hi-Flo Pump 7 PH2200 2 HP-2-Speed-Hi-Flo Pump 18 429-7221 Snap Pin 13a 19 310-6500 6"Trap-1'/z"Buttress x 2"Flange 20 319-3260 6"Trap Lid DETAIL 7 8—' 21 805-0436 0-Ring 22 319-3230 6"Basket Assembly i 10 20 ' 10 o y '--21 10 21 11 �11 11� 16 � 0 16 15 ly •�E 12 � 22 D 11 19 22 = ,�12a 0 18 13 1917 18 DETAIL 5 17 . 13a(2) NOTE• OVAL POOL: SIDE DECK(ADD Tr TO V DIMENSION) 1)7HISISANX-DINNGP001 ASP&NEDIN INECURRENTVVINAPOR SOAAND DECKS ARE OPTIONk b POOL 1NS11TUTF'STAM1AV FOR A80If GROUND SWMIINO PW(ANSI/NSP# NOT ALL ARE AVNIABLE 2)DE'X ARE XSIGNED 7n If NSTANDAUI'ELOAD 17 fXLW. FOR ALL POOL MODEL& 3)FEVCEN1 WHSTANDAM1B.LOAOZZORYM701801807ZI �� 4 ALL OP&WNGSIN 7WEVCEARELESS 7HFJV 4' OPRODUCrMEENOREZEEDS AIL REOU�REAlEN1 CFBC SECT 3109 RDUNDPOOL DECKSARE E • SYMUP SELFLOCl4NG LADDM OPTIONAL AND TIE _ W POOL NOT Al AM LADDER AVAIM FOR D ALL POOL MODELS, C IN POOL A LADDER SWINWP s F LOCKMLADDER ADD F-V TO V DIMENSION �1 DECK SURFACETO OCF TOP RAB. qg' - ADD 5•G TO'A'DIMENSION OR OR 52" .: w.;_:. � .� � I�. :�: �- II � 1 �•oa>4'��., ,�•: :� .;-,r �VIl I �I � �I �� I�' � 3:o3j� �:, . WIMP 41 .� � 1- `I � �CKSURF . i�G • .,:E]•:6t•':;.•.•;�::-�:�.ri� . ..., .UVQISIU TH 4'=DESIGN`akLONl `=:: . ��. wpmCOPING OPTIONI COAL, 5?GAL ANorALLPoOI -WNZEd3 ' M1L1>PORTVAIiE ion Z550 JV-T SIZES ARE WAMCK o 00 17.6' AVAILABLE ON HIGH RATE �pppR� is U00 5,750 1 15-0' ALL MODELS FILTER is 7 600 8,250 18'•0' Mp DMTAOR POOLWAL 1 360 ..,11,250_. 21'•4' STEALTi{ Took 1 154 1 3oo 24.4" WASTE LINE UNER lA'RIOHT 27 117,i5o 1 550 2T-0' PUMP& SAND `\ FOOTING 2rHOP. 119,300 U10D Jug MOTOR BAD BLOCK 30' 121.150 2z900 3V OVk S10 6 GAL VGA- C D E TIE CROSS SECTION OF MID SEC70 135Q9' 4950 6,400 17-6' ir-r 17'$ 194 DC STRAP FOR OVAL POOLS 13y2' 7,050 7,600 12-r 211 174 ,,,,,� Sep S.E. CONSULTANTS, INC. 13`; s um8,B50 i7.6' 2" 1T•E scowww �4 „ 9,3M 10,100 15-0' 24.4' 2110 DELAIR GROUP L LC WHOPPt 10,400 11,150 15-0' 24'•0' 27-0' �' * = 860pW}IERROAD 15X10' 12,05D 13,050 15'-0' 30'-0' 20'-0' > ,� r DELW NEW JERSEY 08110�398 PEN. iZ WHOPPER 13,250 14,250 15'-0' 30'-0' 20'-0' SOUIHBEI+CRUlTI11�TITANG 18X19' 15,700 17,000 lee 33'-0' 23-0' '��,;'sio k pfr����� 19l19IlUM,SIJhAdli,ClA�1C,FESI1VA�fWdIIYTES 18WHOPPER 170 1&0 18'0' 1 3TO 2Y4r °�•��'""�"��3� S 1120A4 I NTS JDJ Ru rh ti C,, ,QL, /(o66 ZS9 PROPOSED CONTOUR ,• %% —w—w— WATER MAIN %% db ex —G—G— GAS MAIN %\ \ \ '�• '� �,�'' 'E x287.3 PROPOSED SPOT GRADE CQ Jgk. ,J% \ \ I•vv,H 2.c<...o m t m SILT FENCE ` , 1% 3. ALL UTILITIES IN THE ROADWAY ARE TO RGED ON BE INSTALLED IN COMPLIANCE WITH THE %% ��' APPROVED REDFIELD PLANS. % ' R SHEET %�.' \ CB 58 z 2. STAPLE THE waE MESH FENCING TO WiRE Q �E FENCNG---)I THE END OF THE POST • 2 0'10 `0 0 ,'p Cz 37981 \ - 56 4 N T 59.07' Cap �� �� 113.94' H TO 4. SAWK.L.THE - \ ¢ _log CB L'S �- TEND TRENCH AND COMPACT THE EXCAVATED SOIL 5 F O COMPACTED a T.'00 Ep 3 100 g r J o NTHETIC FILTER BARRIER oec V ARE TAKEN FROM PLANS /� \ iPMENT', SHEETS 4 THRU 11 �4 e X 10b•�S — p&►1.4 \ W 0/92. PREPARED FOR JMJ TSSIONALS, INC ata•" s i 128.69• L + r S73.25.08'E ololl L ACCORDANCE TO A-2 DEFINED IN THE \ 1 AND MAPS IN THE STATE \ � Z I + 96 0 8Y THE CONNECTICUT 'off `1°B W ; o " �s EAf." • ���9 ;EPTEMBER 24, 1992 oPE.c/ .SPACElool/ I a o Fs� •,,•�,� 44s t b1 v n E or tvosi• ►. EF THIS MAP Is CLARK REALTY, INC. ;I N. N � 658 ELLINGTON ROAD ]' 12882 SOUTH WINDSOR, CT. 06074 c $ 3 UC. No. (203)282-0628 I a 1 D DEC 0 8 1993 South Windsor h ro BUILDING DEPARTMENT fud,. ...,rOSOn 7hlsccrtirh,y „ � �.. plan MW eeaclfic Hans ara true Copies of the proposed enacted at buYOleg er akarations to be together with amendm r gtnet This flied with plan and I ents stated in aPPllcstlon and cnPle- Buildin agree to comPlY with sij toning, erected n g end state laws erected Issued and such orders as shall be by the 13uilding De a of this P ~Tent during pendency Perm(tl aPPlication and fin al issuance of a building tog, Signed /� Gud i Buhd'n. This plan Is a ' pproved subject to the condition that issued orders and ordinances regulatin of th'e comPlied with. g building shall be permi•. GO)"Uonaiiy approved Thep flied wltN Bign" Irhis plan r that Httpdafti Orden and or-„a. ghat; be Clem Compiled with. QgV �l. 3.... Q9ndlt14rt4h1 Ap,. wltA1 r ( kullding Itlspect9s Pahl MCI CERTIFICATION OF ZONING CUAli-L ; S%ted Proposed building(s), use(s) and/or stru(;C� l as shown ort this plan appear(,) to t; I° •'`�� ' conformance with current South Wind. regulations. Variances and special exceptio;: may apply. Date 8 1 1 v13 ng Enforcement Officer l tr� j M t71tS 0 G w},L.� }fl L -�q�r mlcl \ 2 0.�C. p G 4 \\ , \ '�• Sc h i P�oP o \ ��0 a 000 \ / CD LEGEND \ 4 CB 58 \ ,/ z CS IRON PIN TO BE SET \ N = m m o MONUMENT TO BE SET k O 9� �03 �� O x 287.3 EXISTING SPOT GRADE Q2 9�°ry6ti \ k O 300 EXISTING CONTOUR 5b °9 �� z� T `r C —W—W— WATER MAIN \°a j' b \o.,, oo SMH 25 —G—G— GAS MAIN NOTE: 1 t' 3 0= 37'18'1 we � ` R - 175.00'� CB 56 1. SANITARY SEWER INVERT ELEVATIONS TAKEN FROM L : 48' \ote`A�2L T = 59.07' INSPECTION REPORT PROVIDED BY CONTRACTOR. 33� ��� = 113.94' 2 ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN CB 55�� VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION AND COMPLETENESS. 1 4-, 100 " H REFERENCE NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED 'REDFIELD—SITE PLAN OF DEVELOPMENT-, SHEETS 4 THRU 11 OF 30. SCALE 1-=40', LAST REVISION 2/20/92. PREPARED FOR JMJ , CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC. ri \0 \ .1 W �tZ ZONE: DESIGNED RESIDENCE bZ ow�� \0 C 128.89' iD THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 �f�i S73'25'08'E Z STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE RECOMMENDED STANDARDS FOR'SYRVE`(S AND MAPS IN THE STATE I 3 OF CONNECTICUT` PREPARED.AND_ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC SEPTEMBER 24, 1992 3 pp TO THE BEST OF MY KNOWLEDGE AND BELEF THIS MAP IS Zj'Lj I p SUBSTANTI CORRECT A HERE I v Y 'r ` 12882 H I d RICHARD F. MARTEL UC. No. W J p 40' YARD LINE I ,. AWN OTHERWISE Mom•BASED O O UTILITY" REVISIONS GRAPHIC SCALE RIEDIF�IEILD SHEET 1.UWLESS SHOW ARE BASED aH BEST (203 291-8755 2D D ,D 2D esign ASHY (PLAN 1 %to=EB MWID V RF ALL E7Q5M UTILITIES r.,2.w ano cwreves ]�.®� �� ®� 4i0111D BE FIE1D YERB'®PRJgt 1D COHSTRUCiIOK 2 ALL UTIUM ARE TO BE SiAK D M THE FUID o BY A LICENWD LAD SURVEYOR PRIDR TO -- ----- 1'of8SS ona 8, nc. 14M 11CTIDIL A l�J� !1�l� (MRCIL� OF TKS CT IS INVALID uHLEss R BEARS THE LRAM'Or SW lJW M1.'ATrr.1`/ar 1 SMATtRE 1 Inch = 20 feet ivil engineers • planners • surveyors DifgNNAL D/SURvEYOR NO. DATE DESCRIPTION BY 441C governors highway, south windsor, connecticut 06074 SOUTH WINDSOR CONNECTICUT QW0(D Or. RPM AA re _,;kqL JAN 13 1994 South Windsor 13UILDING DEPARTMENT 10 T:'E :io :;. ,. This eerwi,a that this pi.n r copies of the 3 proposed DurlJ,,� 0 1_ to erected at together with amvnd,ents st;t c is d 1 D tiled with plan and I egrre t, c„r —1 t Funding and stag 1:ws eno sorb �r,{ issued b h Le Y the Build;ag Ucp"ri,^ �t d ri:3 L.:ndan�rr of this apphcallon and hncl Ia r:j _e of a bui:dlny Permit. Signed his Plan is appr;vrd subl'c" to MI. c^n-r.I , t, Int c•rd•rs and ordinances regal_ting bail;mg <-il Le C. i li,,d with. 4nudition..11, Approved `— -_— These 19c 1 iu,ISng I�sD ctor C,L_rr A P P R 0 V E D TOWN OF SOUTH ltltgND'—;OR ENGINEZERING DEPARTMENT Co r)ATC- s RECEI VE ,o rc Wn of Scum 1994 to, r am;r •---;,- n .: �l F;'...:;. Windsor t s. Engineering >2 ', ,�� ; __." -i r A LEGEND \ G ARCHITECTURAL INFORMATION OS IRON PIN TO BE SET HOUSE STYLE �,To� o MONUMENT TO BE SET 2 _ _300_ _ EXISTING CONTOUR ^�% SQUARE FOOTAGE PROPOSED CONTOUR i' �% �i y HOUSE COLOR �1,cKee —w—w— WATER MAIN ` o, —c—c— GAS MAIN F,o %% TRIM COLOR w,yi X287.3 PROPOSED SPOT GRADE J �oQ ROOF COLOR ,T Sic A,va ��.o ��m SILT FENCE Q p \ NOTE: 3. ALL UTILITIES IN THE ROADWAY ARE TO 1. ROOF LEADERS TO BE DISCHARGED ON BE INSTALLED IN COMPLIANCE WITH THE % �'�S \ SPLASH PADS. APPROVED REDFIELD PLANS. 2. FOUNDATION LANDSCAPING PER SHEET \ L5 OF THE REDFIELD PLANS. �'' CB 58 \ z 1. SET POSTS AND 2 STAPLE THE WIRE N ANGLE POSTS EXCAVATE A B'xg' "REMESH FENCING TO FOR STABILITY POST UPSLOPE FROM POSTS. FENCING THE END OF THE POST 102 ti AND SELF- 0 ClE/wc os 12' MIN. 70 ? p pp SMH 25 --A o \ \ yo L 3 75.00' �� CB 56 s N T 59.07' — 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE _iDb FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT CB 55 FABRIC IT TO THE TRENCH THE EXCAVATED SO4L COMPACTED _ BACKFILL 1 o> 6- ip6 2 f �p9.l J /` r / CONSTRUCTION OF SYNTHETIC FILTER BARRIER co I I I REFERENCE NOTE 10%_ 3 yreo S *,•�.o BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED 'REDFIELD-SITE PLAN OF DEVELOPMENT', SHEETS 4 THRU 11 OF 30, SCALE 1'-40', LAST REVISION 2/20/92. PREPARED FOR JMJ t CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC. / \ O — ;a128.89'S7325'08'E 5 � � ZONE: DESIGNED RESIDENCE Z � I \ THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 I I •S �� STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE 'RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE / / N OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT oe� \ �;�8 / w I < + s of c �A� ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 24, 1992. �P<s� .S�A�E / I W 0 �� ud w of TO THE BEST Y KNO GE AND BELEF THIS MAP IS \ a suesTAN Y"CORRE No HEREON. CLARK REALTY, INC. �I W n . ! G3 :z , /! 658 ELLINGTON ROAD a 12882 SOUTH WINDSOR, CT. 06074 RICHARD P. MARTEL UC. No. (203)282-0628 1.UME 3 OT,"%SE NOTED. EXIYINO Uw1Y REVISIONS 203 291-8755 7L•17 SHEET LOCATIONS AS SHOMI ARE BASED ON BEST GRAPHIC SCALE RIED TTll�i' LD ®d � AVAdABLF NFORMAIM ALL EXISIM UnunEs i -z�-+e vwP �.r rc. ey�r" �tss� 20 0 10 20 esign �.®� 1�® 11®� L®CA u WdN�I MAP 1 SHOULD BE FIELD VEIMED PRIOR TO CONSI UC7101L 2 ALL UTUTED ARE TO BE STAM IN TIE MD �---�— o BY A LICENSED LAND"VEYOR PRIOR TO roloss onals, Inc. T �T �1T� �j OF CONSIMC11OL AU STUN 11� C LIE Dou wv er. S m JOB NWa:esrT�Tw a THIS PUN 13 INVAan UNLESS TT BEARS nE civil en lneen • lonners • eury on -- - 1 aE E PROFESSIONAL o+°IINM N0. DATE DEscmPPON BY 1 inch = 20 feet 441C yavemon highway, south wlndsor, conneelcut 06074 SOUTH WINDSOR CONNECTICUT laffmEDer PAW AD-13.95 OCT 2 8 1993 South Windsor BUILDING DEPARTMENT This ctru i o I this plan and sl. o ^s e,e true Copies of the prop.)sep building or ,,..,,; Mons to be erected at together w,th amendments s ,•i,�d in ap�l;c,tion ti aqO (J bd whh,plen and I arree to eom4'y tin. ,I, zonin. Building and state laws and such orders as shall be issued by the Buildin„ C nirtment duria3 ➢enrlency Of this application and final issuan�,, off'a building oe►m►t. Signed This plan Is,approved.subject to the condition th.t orders and ordinances regulating building shall V cor:phud with. Czod,tionally Approved These filed with Elui161nR insp.•atgr J cierf Date !o L5 mv S Sficj fl or, to'"A W1~q il_r' v 11t7i�a1.00 �'�Jt L:� GtJt{•�.1, j .,. LEGEND \ G ARCHITECTURAL INFORMATION OS IRON PIN TO BE SET HOUSE STYLE F, MONUMENT TO BE SET \Ss 2 _ _300_ _ EXISTING CONTOUR ,� % SQUARE FOOTAGE ,37� s.F 30o PROPOSED CONTOUR ` �.' `�\� ay� HOUSE COLOR /,I,c.�e.� —w—w— WATER MAIN �� ` ?o rn � �. TRIM COLOR —c—c— GAS MAIN �o � � % S `�" T� x 287.3 PROPOSED SPOT GRADE OR 4- ROOF COLOR �r le-A.IA �o ��� SILT FENCE .'� �, \NOTE: 3. ALL UTILITIES IN THE ROADWAY ARE TO 1. ROOF LEADERS TO BE DISCHARGED ON BE INSTALLED IN COMPLIANCE WITH THE �` �5 \ SPLASH PADS. APPROVED REDFIELD PLANS. � � � rD 2. FOUNDATION LANDSCAPING PER SHEET . — L5 OF THE REDFIELD PLANS. V' \ CB 58 Z ANGLE POSTS I. SET POSTS AND NI STAPLE THE PARE N EXCAVATE A 8'AB' NESFi FENCING TO 5' UPSLOPE POST UPSLOPE FROM POSTS. WIRE FENCING THE END OF THE POST ��rygti FOR STABILITY 1 0 2 69 b AND SE).f- CLEANING. S 109• I I6 r 12' MIN. 3 0 00 SMH 25 � -- T o� N 2O \ y 1 to 175.00' CB 56 S N T 59.07' 113.94' 1 ATTACH FILTER FABRIC TO 4. BACKFILL TIE FILTER THE MARE FENCING AND EXTEND TRENCH AND COMPACT \ �,t `lob• CB 55 FABRIC IT TO THE TRENCH THE EXCAVATED SOIL \ \ � COMPACTED-� ' 6 \ IpB.' 04 -7 �• CONSTRUCTION OF SYNTHETIC FILTER BARRIER N D« °,° I REFERENCE NOTE lot— BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED 'REDFIELD-SITE PLAN OF DEVELOPMENT', SHEETS 4 THRU 11 �t ee - OF 30, SCALE 1'-40% LAST REVISION 2/20/92. PREPARED FOR JMJ CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC. ` a — ~ o ~ \\ fO ZONE: DESIGNED RESIDENCE / S73 25'08'E Z THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 _I STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE 'RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE w OF CONNECTICUT' PREPARED AND ADOPTED BY THE CONNECTICUT �9/ \ �,_8 / Z t ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 24, 1992. ��E� .S/��CE I s w O / W CI 0 d w vi r r TO THE BAd- MY K�tQWLEDGE AND BELIEF MAP IS CLARK REALTY INC. a 4, Y o SUBSTAN} C C1 AS TED HEREO ,N. �� 658 ELLINGTON ROAD \ - 12882 SOUTH WINDSOR, CT. 06074 RI ARD P. MARTEL LIC. No. (203)282-0628 I $ er Nis 1. UNLESS 01HEIME NOTED.EXISMNG jMLITY REVISIONS GRAPHIC SCALE (203) 291-8755 ��� ��.� ¢i®!9 SHEET LOCATIONS As SM04 ARE BASM ON BST AVAILABLE WFOWMATION. ALL E>asuNG UWTES •.Z�•f5 DtoP I✓t sc. O� it" CSA 20 0 10 20 es� n BE FIELD V90M PRIOR TO CONSTRUCTION, s �.®� ® ®� LOCATIM MAP 1 B ALL UTUOIN3 S AN TO BE PRIOR IN THE"�° of essionals, Inc. OF BY A UCENlED LAND lURrE'NR PIIIOIt TO �13 INVALID�IT BEARS,HE AUMN cMR(C�.1E .,, or �lT!-,OJ 1 RAPRESlON NAL AND ORIGINAL SIGNATURE 1 inch = 20 feet civil engineers • planners • surveyors - --OF THE PROFESlONAL E 9W=/91RVFY0k NO. DATE DES M71CH 9Y 441C governors highway, south windsor, conneetkut 06074 SOUTH WINDSOR CONNECTICUT a&xxrD on R.tL DATE ip /3.93 l \ T A� ��VDI OCT 2 8 1993 i South Windscr BUILDING DEPARTMENT TO Tiu u ,i i.rl, Tvl%Y CF f0'T;! �f.This certlfi_d that this Plan and speciflett(otts a►A fftN eoPies of the pro osed erected at P building or altsrat(on! to !►� together with amen St3s,t; J filed with amendment st itad Plan and I agree to in zpnlicvti^n +n,� Bu1101n9 and stets eompfY with t,Ij 10,4ft is3ued 1'','Os .'nd such ord,rs as ihttl•tar by the Hurldir,R n,.Partmrnt during PepZ,n_r of this ePPhcAlon and final Permit. Issuance of a DuiiO.ft Signed his Plan Is aPPr-vrd nrdcrs su�l^ct to the condition and orilinancrs rc>gul..un jM: rr 6hed with. d bull.t:ng sha❑ 1 ��•�dlt,onally APProved Three irl,^d inspector Oahe Ofy'y PrrjPosE�'ii buildins;sl, UsC,$) as shown on tij�sr, .Li. conforrna-,ce -Ahh I:Li� vJiL;1 cu;_*e,_ ;� �.• and S • rt;au }� L1 1 ... :f a�F;y. Date ' 4 1 IDS •f 'l :•I t' ` fir-- tee Electric # APPLICATION FOR BUILDING PERMIT •Plumbing# 120 Austin Circle HVAC# Date: Sprinkler# Estimated Cost $ 44•�� FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ 1,0 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee $ 70 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ ` The undersigned hereby applies to do work according to the following: Applicant Locationof Work _LotNo. Applicant's Address' ).o�1] �� i���Q Tel # C Town W����5:» Zip 'L Lic.# Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit cA it a *-r�+ e-3cA d d k CtL1 G y'L7 C� � 16� r ro C��S F70i Cle—c1L I I 1 1 City Water Well J Septic System J Sewer J Ins: HO SP Cert. Area Base Garage Approved b Date 1Z� Use Groin Construction Type �--� Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of , South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. h Signed — - DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 03/31/22 Printed by Middleton, Morgan 16 15 05 r INSPECTION: 49494 FOOTING PERMIT: STATUS APPLICATION: 201200779 LOC: 120 AUSTIN CIRCLE SOUTH WINDSOR PROPERTY ID: 05900120 OWNER: CHRISTENSEN CARMON J & LENA M TRUSTEES CONTRACTOR: REQUEST BY: PROJ DESC: 7 X 17 REPLACEMENT OF OLD DECK. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 07/10/12 PRIORITY: SCHEDULED: 07/10/12 AM COMPLETED: 07/10/12 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS deck piers -ok left not on door Electric # A PPLJCATION FOR BUILDING PERMIT -Plumbing# 120 Austin 1rc e HVAC# iie66259 FDate: Gl Sprinkler# • FINAL APPROVALS Estimated Cost Building COMPLETE RED BOXED AREAS Permit Fee $ �O Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit —Appr.forCO. No- SIGN ON REVERSE SIDE Total Fee $ 146 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work ji de- )1 ne-j Lot No. 10 _ Applicant's Address 1 Q0 C�r,c Tel # C(�(_oI--I A-5 Zip Q C9 0:1 Lic.# Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area Purpose of this permit r1 k n 1 City Water❑ Well❑ Septic System 0 Sewer❑ ' Ins: HO SP P Area Basement Garage Approved by w Date ��- I 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 which this building and its use is allowed. Signed —- --. -s ------ I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed i�4—'L. --- DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS PERMIT CLOSED I-LR: PA 17-176 AND CGS 29-393 s INSPECTION FIELD SHEET 03/31/22 Printed by Middleton, Morgan 16 07 02 r INSPECTION: 40306 FINAL PERMIT: STATUS: APPLICATION: 201100587 LOC: 120 AUSTIN CIRCLE SOUTH WINDSOR PROPERTY ID: 05900120 OWNER: CHRISTENSEN CARMON J & LENA M TRUSTEES CONTRACTOR: REQUEST BY: PROJ DESC: TO INSTALL A 15 X 30 X 4 ABOVE GROUND POOL IN THE SIDE YARD. WORK ORDER: INSPECTOR: DOUG RESULT: FAIL REQUESTED: 06/15/12 PRIORITY: SCHEDULED: 06/18/12 PM COMPLETED: 06/18/12 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: WENDY O 860-648-9386 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION E002 ELECTRIC UNDERGROUND E010 ELECTRIC FINAL 11000259 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/16/11 GIS ID:05900120 FEE: 30.00 MUNIS APPLICATION# 201100587 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KULAS WENDY J - ADDRESS: 120 AUSTIN CIRCLE ADDRESS: 120 AUSTIN CIRCLE OWNER: CHRISTENSEN CARMON J&LENA M S WINDSOR,CT 06074-2242 120 AUSTIN CIR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: TO INSTALL A'15 X 30 X 4 ABOVE GROUND POOL IN THE SIDE YARD. NAMCO WILL BE DOING THE INSTALLATION. 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 6/16/2011 11:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000359 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/25/12 GIS ID:05900120 FEE: 60.00 MUNIS APPLICATION# 201200779 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KULAS WENDY J ADDRESS: 120 AUSTIN CIRCLE ADDRESS: 120 AUSTIN CIRCLE OWNER: CHRISTENSEN CARMON J&LENA M S WINDSOR,CT 06074-2242 120 AUSTIN CIR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 7 X 17 REPLACEMENT OF OLD DECK. 11 X 14 POOL DECK. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TI4E APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6125/20I2 3:54 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE