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HomeMy WebLinkAbout18 VINTAGE LN DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT ' 0 2e)1 APPR VE 1540 SULLIVAN AVENUE S�(O— 644-2511 EXT.230 Bldg.Pern►it# (Date) (Building Inspe or Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT S Q C O APPLICANT ADDRESS w14 v\��Ue�, C ►� APPLICANT PHONE# —2A %—a 1 `� OWN S f OWNER 3 ,k '4 OWNER ADDRESS OWNER PHONE If po C = ESTIMATED COST $ a, 6 o6 IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ v t3 0 o o TYPE OF JOB: dSOR-Cod New Installatiolt Alteration/Addition Repair cp Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUQ.DING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO O BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO.URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK -Ts w k\� 1 Qo SeI �(e n-}� V•ra.�e c ��c� -C �a AlaIP\MMQS'.-��A )As.ze a�.oi_ Sl 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. 2 C 3 SCR ('> > C"� CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ��ctc�x 2 DATE c\' / t 6 SEPTIC SYSTEM ELEVATIONS TOP OF FOUNDATION 320.94 1� A F.L. 4" PVC FDN OUTLET 316.54 v+ TOP 4" PVC TANK INLET 315.69 O' o TOP 4" PVC TANK OUTLET 315.39 D. Box O F.L. 4" PVC IN-W 314.84 / F.L. 4' PVC OUT-N 314.66 2 , N87.14'4 "E F.L. 4' PVC OUT-S 314.68 3 _ 176.00' - TOP GALLERY-N 314.68 10 CL&P EASEMENT TOP GALLERY-S 314.65 _ --'� X 317.08 X 315.50 20' STREET TREE EASEMENT IN FAVOR Tr,, X 318.8 D 318� OF THE TOWN OF 318. �a I r 1 ` NOTES: SOUTH WINDSOR OfI 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. ' n 50' F.Y. 0 1 I- -344 2. PARCEL ZONED RR ' 3�9 N3Q X 9 ,1 X 313{61 318.8 21.5 12.5 PV 1z.3' MAP REFERENCE: Lot #4 EXISTING HOUSE N , II FF-322 p , i I TOyti320.0.94 5 3. 0 � / � VINTAGE HILLS, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR JACQUES FF GAR-319.32 - O_ -" CONSTRUCTION. LLC DATED 12-3-01 REV. TO 7-16-02 BY DESIGN I318.68 12.5' / O PROFESSIONALS, INC. I o 5. a0 17.71 6 / I m I N lO X 3 .85 DECK , 1 , I I W � '�' - I 3 X112. 8 ,• 12 Lot #2 �, OD X 31 .05 I /' �m .67 I// I Lot ' 20 DRAINAGE EASEMENT IN i FAVOR OF THE TOWN OF �. SOUTH WINDSOR l0 41,360 S.F. ' F I,00 v, 0.94 Ac,.'' 10' I50, R.Y. .T_ ,, 99S 1 1 - 1 , \ , 1 1 , , \ 1 1 1 _176. 1 _ ► S87 1 _ 7- THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 / / / -- - - - - - - - - -- \ \ \ 1 1 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE A 1 / 1 STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS \ 1 Lot,#Jr t 1 1 24" RCC END SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 1 TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. usaz RICHAR TEL LIC. No. \ 1 t + 1 1 1 f \ V HIGH ~,' RFI,LRD AS-C1JLT Tel. 860.291.8755 PREPARED FOR: SHEET ,.CAMN o1HER 0%W None.RASED O c UTILITY REVISIONS Fax 860.291.8757 LOCATIONS As s,aw+ARE BASED ON GRAPHIC SCALE OVBKBNT AVAILABLE FIELD 71CN.ALL PRIOR TO UTILITIES 20 '° �rofesslonals Inc. VINTAGE HILLS MTATA LLC LOCATION M" 1 SNOUID BE FIELD VERIFIED PRIOR TO GONSIRUC110N. 2.ALL UTILITIES ARE TO K STAKED RI THE FIELD ��+j eOONSTRIxTION LAND � TO civil engineers planners . surveyors LO1!3 �- 18 VINTAGE LANEF awAIIN er. AIK Aar Na:MQ: FI ID 3 THIs PLAN 5 nvAuo L41LEss IT BEARS THE 1 7/25/03 REVISE FOR FINAL GRADMf MHA aam RTHEES sPaRNO FSEEcAsLn A+NaD SCAnAE 1 inch 40 feet landscape architects . is gPs=-./SLIRVEYOR NO. DATE DESCRIPTION BY 165 South Satellite Rood South Windsor Connecticut 06074 SOUTH WINDSOR, CONNECTICUT Peaw Or. RAv DARE 4/,r� JUL 20 003 South Windsor BUILDING DEPARTMENT IC �mt.' uitl 02 907� 12HAYWARD'PooiProducts I Hayward 1ndustri31 D.,,r. A Hayward Industries, !^c Compa^y Clemmons.NC 27012 336-712-MO `"ww-haywardnet.corr CERTIFICATION OF COMPLIANCE ---7 Contains: WG1048E or WG1048EW Description: 8" Round Suction Outlet Cover Ratings: Floor: 125 GP.Vf Wall: 72 GPM Open Area: 8.1 s -in Ccrtificd to Comply with Section 1404 of the Virginia Graeme Baker Act(VGB)Pool & Spa Safety Act 1 Tcst Rcsults can be obtained from:www.Havwardnet com and/or htto://www.nsf ora/ .ertifted'Poolc Manufactured: After December 20, 2008, by Hayward Pool Products in Jiangsu Province,China and Clcmmons,NC Divisions of Hayward Industries, Inc. 620 Division Street, Elizabeth,NJ 07207,Phone 908- ;5-799; Date of'vltr: The Lot Number shown on the product label contains the Year&Month of manufacture. The tirst number represents the year(ex 8=2008)and the second character the month (A=Jan,B=Feb,H=Aug, I is skipped. J=Sep, etc) T;:ted w ANSI/ASME 112.19.8-2007(addendum 8a-2008 )per Section 1404 of the Virginia .aaeme ct (VGB)Pool & Spa Safety Act. Certified by NSF Intema o al, 789 N Dixboro,Road, Ann ArboBMIr 48105 1(800)-NSF-MARK. Date oi-Installation: ISWG1048COC Rev B 6" --'+ S?ACING BETWEEN �-- MOUNTING +SOLES I i i i USED ON FOLLOWING SERIES: 00 00 WG1030AVPAK2 SP1030AYPAK2 000000)0<040000 WG1048AVPAK2 SP1048AVPAK2 7:3J4" Ap 0000000 WG1049AVPAK2 SP1049AVPAK2 OOO)> p0000 WG1051AVPAK2 SP1051AVPAK2 <�ti OUTLET 0000 0000 -- -R Vv G'048E 0000 0000 WG1052AV PAK2 SP 1052AV PAK2 00000 WG1053AVPAK2 0000 00 O00 SP1053AYPAK2 00 WG1054AVPAK2 SP1054AVPAK2 0 WG1153AVPAK2 SP1153AVPAK2 WG1154AVPAK2 SP1154AVPAK2 G C HAYiMARppm Prom,-Is One source. Ever; ,� 2000/2050 SERIES 0 2 RADIUS RECTANGLE 1$ x 36 ® � ttt,•...t..•�,tt3.,,• r Alba+MrMeael•l Yaf7••a••r Nc»a: fr ••RN1 -•_ rnN14.1r• Jx.7tJ-rNr W DOUBLH DRAIN 13 PURMSHtiD �., a•rortttet ttur•rnnti— ASMB At 12.19A AT 31-0"MIN APART utee-aooptmtotrtr•r•�K. -y,rr aed..1/ CERTIFICATION OF COMPLIANCE b•/e••dt7M11CelY' _ rweeteo-•atwotri.�e Cotttainu:WGINpC or WG1Mi1cW Dncdpflon:8••Round Suction Arks Cover tprao Bch! ram. uwr�urt ' r---• — a r swo fit :F70or ,)sy�_wdl: nCl�M OpeoAw•: dl.r�r ott•t `•twtvws roto..orttat I'" C'"Dw•o CooiiOy with 9xtioe 14N of tie Vitpei•Orocae Htdat Act(VCd3)Pad�9pa g.(n1 Act •art r t•totteaAtwie� • • • _• �� Ten Roub ao le otjMvA @oin �'J�,,�I/.,.,_� M F �.YwN sow M y ••11• el a Vltaa- N Matttdbuurad'A1Mr Dxaab•r 20.2M.by HWwwd POWfto&woin jwVd'.`.jacc,CjIM mW teN• sttuattvra •�i r ' q�metoo•r Divitim•of Ho7 uwd htdtyhie•bs.G20 Diriebo Suoati Ltliaiibetlt,NJ 07I07,rbor 908 MIN NVWtY•K► i- • \ r entr stt•cer �. ow tue+cottnttti••tt•mr D•te ofA(fr:Tio Lot Ntuuyer alto•ru an tie ptodtta I•bel eaeMin•the Yeor&Meetb of ntmu6etara.lie •qt► ttepr.mat •t•ete tr y\ tint number ap - , the yar(•a 8 200R)tod tha"coed ebancter the taoatb(AaJ^B Wcb,H-AM&I is trutot ttwt J-Sap ac) • •• r"O t— • ~ a 1° T"W to ANSYASME 112,19.8-"W(eddeamm 8e.2ma)per Section UM of fe Vrgj"G, .. "m eerw trnttnt•oMr �_•,__. f e \ • ' Act(VOM pool&Sp S•tbtr Act.CetMW by NO WWWI004 789 N.DWao,Road.Asa Arbor,MI. •iMi NW*amw .. \\ 48103l(W),NSF-MARK. owe .ra�t•twro twc L • F tMt•t r �� • • Dace o(htraliadoo: 1S9AOtodtlCOC R•v A n•F••w •. Ar • M•e••1•Nni •MM • ; ,�, aawaw.�ti�Fa sPA<aeto.ab7rrt1 rlrMRa, ►' � 'r�fenatrrwe rttttta ' • wr~i.wa.ww.rwtiprw •�*e� ryf�Y r`MI�M4�wW1'rw �b•�•Ill..�rMl./pwN'f•� �..�. ' •►.• 4rn.__ no '�f+••• •dr rr K �iMB1/"iWl01MpIG9rMFi 3R ► irt•w`i.�tvrr�{ririrµ/fir •� t-r-J-_-.-r-----1.-,t-•1 L.•-a—• 1, w, -' SUCRDIgQ1/1LBi : ,1 JtYoAy „ COV6R}1GIQIOE• p S ALL DIMENSIONS ARE FINISH DIMENSIONS ^ O° F�I�MAlo� � iAi 'A13 Sr11 M►►ACt �Ai� �(`U:�5/�vC�fel✓ 6•- f/1 .. �Q`�"�NNF T rcz Na aMr � ll o .t.oa��•''v�• °bwaw•uw•"" STANDARD NOTUS: �--' -2 n PsIt r I USF 2"SCHFDULE 40 PVC PIPE FOR MAIN DRAIN OR SUCTION OUILFT LINES 2171E FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME A I I2.19.8-2007 _M► w FOR ANTI-HAIR AND BODY EMRAPMFNT AND ANSVASP-7 2(106 STANDARD Amwom 3 THIS DRAWING WILL S(4'PLEMFN7'CXWTRA(."r OR.S DRAWING ON FILF. aarwgret+t: cJ'n•er•r.rt.rr.Qu••..•rn� it PA. T M - - Sounds alarm if .ild Or Pets fall into your poWf HE COMPLETE "POOL PATROL " POOL & SPA SECURITY YS TEM the Pool Patrol Pool Alarm STM (The Pool Patrol meets the requirements of ASTM Standard F 2208) i • Meets Requirements o ASTM Safety Specificatiol F2208-07 • Easy to install with no damage to your pool i • Adjustable sensitivity to in Easy to instan= C-OnveWent to use reduce false alarms a Helps to .detect intruders • 9 volt battery powered 0 Floats on i surface Low battery indicator Battery pQvaered ■L.ow battery indictor'; The only floating alarm thi t_ .Corrosiola meets ASTM Safety resistant Specifications - for:long life Works in any type, shape, liElal.fQr_both. or size pool or spa i -ground and Also protects commercial above-grid pools and spas fP091S New advance ts ='y Aso Pro microprocessor design I > �ts Latest RF technology 1ECENIM PO" 7 in house remote receiv r Also�arm • Alarms at 85+ dB at 10 fe y One alarm can monitor' Pour f la 'usa • PA-W 20' x 40' pool ! Multiple alarms can be used in larger pools • Alarm can be used with,a solar cover • Will detect children, pet' , or objects 15 Ibs or largr. ?0 SELF CONTAINED UNIT WITH LOCAL SOUNDER 10 ALSO TRANSMITS TO OUR REMOTE RECEIVER(ASTM) 'he Pool Patrol Door & Gate Alarm Pooiguard Alarms-pool alarm,door alarm,gate alarm,pool safety,child safety IgQUE I C ldTACT.US I SW POOLOUARVI PRODUCT MWAML81Mt11RitAt XREOISTRATIDN -N ` Read Before rtir You Buy Pooiguard Alarms: DOOR ALARM - Model DAPT-WT - SOUNDS IMMEDIATELY! •Pool All —Model PGRM-2 •Pool Alarm—Model PGRM-cR •Gat_ a Alarm Door Alarms - NEW •Door Alarm-DAPT-2 -- (Sounds in 7 seconds) - •Door Alarm-DAPT-W I (Sounds Immediately) Other Information: •Contact Us •Buy Pooiauard - •Product Manuals •News From Poolggard •Warranty Reaistra' n s . POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms,door • UL Listed to UL 2017 alarms, and gate alarms since 1982.All Pooiguard products are proudly Made In • Sounds immediately when the door the USA. Pooiguard Door Alarms comply opens with all building codes and are UL Listed • Outdoor wireless transmttter pass- under UL 2017.The majority of children thru feature that drown in pools go out the back door • Simple To Operate first and Poolguard's Door Alarm can help protect those doors.Adult pass through Easy to Install feature allows IS seconds for adults to • Important safety alarm for doors pass through the door without the alarm • Complies with barrier codes sounding. • Low battery Indicator • Battery powered • Automatic reset POOLGUARD DOOR ALARM WITH WIRELESS FEATURE 1 Year Warranty Complies with all building codes Loud 85413 horn(at 10 feet) http://www.pooiguard.corrYdoor-vAreless.asp 1/2 yr'17r2014 Poolguard Alarms-pool aiarrn,door alarm,gate alarm,pool safety,child safety - PIII r .c- 1 uV • The Door Alarm will sound immediately when a child opens the door,and will continue to sound if the door is left open. if a child goes through the door and closes it,the alarm will sound for S minutes and then automatically reset. • Poolguard Door Alarm Model DAPT-WT is equipped with an Outdoor Wireless Transmitter that allows adults to enter the home from the outside without the alarm sounding and is easy to instal:. • The Door Alarm is always on and will automatically reset under all conditions. • Pooiguard Door Alarm is equipped with an adult pass through feature that will allow adults to go through the door without tie alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows you to get air through your screen door without the alarm sounding. • Pooiguard Door Alarm uses one 9-volf battery,(not ncluded)with a battery life of approximately 6 months. • The Door Alarm Is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Pcolguard is the only door alarm that is UL listed under UL 2017 for water hazard entrance alarm equipment. Door Alarm-Winless PQF mantraAP PT* r j;�y:�cJ} ,� -:BLS--:^ r y •� .� f I � S t l 7 ` l httpJ/www.poolquard-com/door-Mrolew.asp tit _ .S ctra� de ,_ -CE -St$ter L F F r - 4 Spectra color c1hairi-11 osit�tFl PiOtf'CCifl�t of zliZ: lT c�(�l�tiit3F to the i�i:TaL?fl, and attractive- LcF ice L 3 7 - - - �� c c;l' Fx ar eX%Fi� ea it t'i11VI C 71, Ma'}_e faln^li_ ,.j Coated steel- ..ewkror:�-than ��vr�ug�:�� ��e��e�. - d - 1 - J a i - uI? i Coior Coate l ,v h � �T i i _I >�u� "r}t�1�`c StcF iarL iv? �re,t �om corrosion. 4 1 f chl :d ' Ot2Ct`io from CQi'ro4 i,o: a`I' 1-=te el-merits. s 1 II ?`Lti:lgs aze made of ga �ani��� �tCe�i '.�itri a 6 mil iT'.i€ i_.� _+� C3- PLrl�_ _ ., - ..Cle -i-0n.con " ating �' _ with tv - :li,C �_ 3�� e ecuostaticalt�j applied" CozCti• :elrs there provide nears c), .OteCtlo on, and eCLiFit[. L-vear iirl its warrant-V pT Wines co, iderice and- assivarnie� , e ' � tT2e urLhe St Color Ci3?1Z?-iLr31a fence ctet` j 3t dticv' - °beets AS t N1 F 60' Clare 1 &:`BLS.? �ti F '68 -!as: . s 2 f�_.icari37 Spetxza is the perfect choice for property axtim who need the strength and protection of a chain-link fence system plus an appearance that blends in beautifully with the environment. Spectra defines property Pines,encloses animals,as well as protects and adds value to any property.For added privacy, choose kom difierem Sierra Brown M' types of decoraabe polgethpleae slats $Lack Forest Green tinted to.match the shades of Spectra color chain-link systems. Note: Due w wwwfaceura+it vanantes and Umita kwa in the yrodmdm pEoa ss colas mere vat?f—this broduse.Coeuaa i+ ww Hako foe- actual wiorsamples Chain-Link Fabric Framework Spectra polyvinyl chloride extruded over zinc-coated steel Spectra polyester resin,3 mils minimum,over galvanized Type wire per f?,S'FM F 668 Gass 1 or Specaa polyv invl chloride steel ASTM F i043,Group 1C,with a minimum yield extruded and adhered tvzinc-c gated steel wife per. 2 Strength of 50-00?PSI Protective coating per ASTM-F ASTM Fb66 Class 2a YPe 1043;external coating.Type B3 zinc with organic overcoat, uge $and 9 gauge finish 0.9 ounces per square foot minimum-zinc cuing with chromate conversion coating and ve!"Ie polymer film 2'and 1.-1/4°pool mesh Top Rail 1-3/8'O.D.Spectra 16 er 17 Ga.pipe eights 3',42',4%5'and 6' Line Posts 1-5/8'or I-7/8°O.D.Spectra I6 Ga.pipe Pe Knuckled tog and bottom up to 5'high,twisted and verge knuckled 6'high 1-7/8'or 2-3/8-O.D.Spectra 16 Ga.pipe ttmgs Swin&Gates Pleeves n and Brace olyumer coating,b mils minimum,over hot-d{pp Same meal:aidpressedsteel gauge as chain-link selected ye ops, con -6 minimum,over i work 1-3l8°of l-5J$"O.D.f tea nds vanized essed aluminum g ulymer coatirgg 6 mils minimum,gvethor-dipped lranized steer to Wins olycner coacin8,6.mils"minimum,over zinc eel wire e lye}; e<3 lama ;yzitK to et c w-:�C to t a } yn the o;thet i and retailers acros�' Sates err i Cmat*r°nta3 ana a Atteesaa,: Ili �� _ - � _.. ."Far more in lvTaste#- pr�uct~�� service. toll-i`ee or Vinctrs on:.n-z ai uws-.ce:tc itiE_CY� reserves§�;igtx W -' _ ,n^ e o m; ;M�- o eu�e� r1 Ocie_ e-o t nS i Aoai- i� /set-���,�,� ax\c� to Li 00 A�n,,m 2"/►'�0,x yq\L4r) ' Simperiall January I CENTER LIGHT 43' POOL UFACTURI G 2010 PANEL OPTION g 8 B g 7 g FROM A Wm. � _,JI D st'a y4' COPING wX7� / DECK uLton 4 F, �-734. .n-�• CC�^Ef�� � I K 20 .)6. 2' Radius 90e EL N ` g 4 H g c 3z-t1 trr ADJUSTABLE 20'x 43'x 28'Left o �"°"'B TD c sra 3/4• E 26-11' POOL WALL PART DESCRIPTION PART# z ao to a t H 31',T PANEL A-FRAME a•PLAIN PANEL 04101 7 7 6 LIGHT 20' iz 4Y-l(r 2S-7Y J 1r \ COMPLETE IT SKanatER PANEL 04102 2 212 PANEL K 3a'-103l4' 04223 6 RETURN PANEL 04103 3 2 3 I L 26S 1R' r PLAIN PANEL 04105 2 2 2 4' ty 11 1T V PLAIN PANEL 04110 2 2 2 8 a FROM C 2" PREPARED 8"MIN. zzRADDIUS�CORNNER PANEL 0411a a 5 s 4 XY4 E 52W•3� BOTTOM 2500 psi RECT.STARFLLER-LEFT 04206 1 K J 26-1(' \ L RECT.STAIR FILLER•RIGHT 04207 1 4' 'E �, 314' \\ ••t I CONCRETE ADJUSTABLEAFRAME 04223 101012 L2-r-i irr •"L BOND BEAM a•STEEL STAIR 04188 1 zR L "'rs�: ♦S.,a4. •-�•;. V STEP-4-REST 0741&SNR 1 7 8 a 2RR NUT 6 BOLT PAK-76 PAK-76 2 2 2 gM ro • `` NUT 8 SOLT PAK.100 PAK-100 1 1 1 ♦ ZKV 6 LIGHT PANEL 04104 6 4 16S a s SF—RECTANGLE STAR L 2R • R 1 C1 2 a 4 2'-6" OVERDIG \ RECTANGLE STAR Fit LER A-FRAME BRACE LEFT-0420fi UNDISTURBED RIGHT-04207 2R A SF S7�n EARTH 2 2 .o..w • ♦oa DIVING PERMITTED ONLY FROM _ 1IEPOPTIO GENERALNOTES. �' - 1) R STEP OPTION POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES SHALL BE IN DESIGNATED DIVING AREA. V s-D-4 ALL DIMENSIONS ARE 2 ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. 1.Par 2500 P.S.I.corlcWe tooltp around enua pedmetw,mWmum s FINISH DIMENSIONS 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY.GRADING, t deep Ta with��ear6r,tree drools and detats. 4T —27 FENCING,WALLS OR OTHER SITE INFORMATION. 3,Back wl�rnnh de anew Is b w poured a1 d deb 3'adckrwts and a slops 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL of y-to I,away from the Po 8�' ri f rwNaaw .�+ AND STATE REGULATIONS. 4.AI talde pool dimensions ere 10 be Noted dimmalorr- ►iEr� 3 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF 5.ear bottom Is b be 2'mh mum ofsunablematerle or ndisnrbed •wa�4saa♦aa®w sorrow 8, INSTALLATION AREA 8' wwr«awww 0.A safety pool,wkh buoys.b b be pem�arwady eaadwa 1'0'b Ne I u�srrrsrw Laos stwllow We of the Poled of Ml slope ewwe. i1ii0idi• ANSVNSPI—TYPE II POOL—DIVING PERMITTED 7' be �m�verlo"ro�� om TMNbbs minsd�byaro to aw responstbrety of the ow&wW who Is M an spent of the 1' Ir r 14 it 4•_J 17 t a POOL COMPLIES TO NSPI-5 rnendacUw d On compawrd parts. ND WALL PAD WALL E SIDE a.krotehatbn Is to be dorw in e000rdsna wkh all f8(WK slab and local WALK BOTTOM SLOPE SHALLOW 3 BO1TOBOTTOMADDITIONAL NOTE bulWkv codes,as well aA.N.81I NSPI suggested atwrdards. WALL PAD END IN'olsommWq..d n*'w oon-1 wlai wYae WglNdal agawdawanaa IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, wmrwwamuaona dAwww omftdwW*4ro"*ff&9416".a a Volume: 31350 gal 118650 L Perimefer: 136'-10" 41.71 m Surface Area: 984.56 ft 2 91.47 m2 Liner Sq. FL: 988.0000 3 THAN COMPUANCE TO THE V IRGINIA GRAEME BAKER POOL AND SAFETY r tmw.a.raw w a4upawa awMaarArah saaruon aw ana oreYswudla+ ACT IS REQUIRED: DRAIN COVERS ASME Al 12.19.8 2007 AT 3'-0"MIN APART AND ENTRAPMENT AVOIDANCE MUST BE INSTALLED. CODE COMPLIANCE CONNECTICUT 2005 STATE BUILDING CODE&200972013 AMENDMENT \\ltpttl;lllupgl//rr dr. OF CON/Vt,- A. ELECTRICAL PLUMBING •' THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO ; ,� G-A THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. _ +� ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. - ��1% 17349 441' f jr- o� . <,C pNS��. ,�`� James a Marx "I ONA- G\\ e7/ / \ 8p .1eL�eY �J 7 ;, "• 07456 .lemesA. k CT Pcotessiowl$ate Lteewt 17349 I Wiward IrdustrlrJ*•..rive WHAr e'V poom odll cts C ITUrxms,f4c 2701A A Hwwwd fnd dm-.IRc..Ouftww 33f 71?-9!'00 tmw.tur.rar�Is1•z.cc+::� IP DOUl31.1*DRAIN IS FIIRNISIIED ASMI's Ai 12.19.8 AT 3'-0"MIN APART CEWIFICATION OF COMPLIANCE aP Contains: DWG 1048E,or WG1048EW Description: 8"Round Suction Outlet Cover I111eri JarwBry ,r RAtIngs: Floor. ...__ 12§ fIf Wall ?2CPhf (1pen.�ra+: 8_I_�4_+fL� WMUFACTURINU 2010 CENTERo QN Certified to Comply*with Section 1404 of the*Virginia Graerne Balker Act(Wli)Pool&Spa Safety Act A e a a e 7 B FROM T� zR Test Results can be obtained li+om►_v* 3avwarclrtci.ccttat andlot ed-bon 2R J n era 3N- - 2R -0, WAUV , ' 7 Mntlufacaued:After December'20,2008.by liaywatd Pool Products in Ila'tgso 1'ra�ince,Cbina all iius 900 EL '' H L 37-111u' Clemltr_ons,NC Divisions of Hayward Industries,Inc.620 Division Street,Elizabeth,NJ 07207,Phone 90t3- 43'x 28'Left ° ° ,B R� 355-7 995 DESCMPTJON PARTS b b E a'•T. PLAIN PANEL a,B, 7 7 e LK3HT 2B ,z .r-,P z°'.,}- 3r Date of Mfr:The Lot Nulttbm sbown on the pwduci(that contains the Year&Month of artnufxcture.The �N PPME�L 04102 2 z a PANEL K -;oo first number reptinents the year(ex 8 2008)and the second character the Ltiorttll(eS=1An,I I'el?,IF=Aug,I is PLAIN PANEL 04105 .2.2 2 ,• O S /1' /T L 26.81 St;tp()Cd,Ja'Scp,C.tc) PLAIN PANEL 04110 1212 2 8 8 2S IONS PANEL-r+VT 04137 11 11 , JS CORNER PANEL TAIR FLIER-LEFT a, a a a , K w ''4-'' Tested to ANSI/ASME 112.19.8-2007(addendutu 8a-2008)per Section 1404 of tltt L�irSiaia Gtbrtric 13aknr 1AR FILLER•RCHT 04207 1 ,, E " �•'" Act(17013)Pool&Spa Safety Act. Catif'icd by NS> luteinational,789 N.Dixboro,Road,Ann Arbor,Ml. '}TABLE A*VIA E 01223 10 10 12 STEELSTAR 04188 1 2, L ' -'i�`- 48105 1(800)-NSF.-;r}ARK- STEP-N4tEST 07418SNR + 7 8 8 9OLTPAK-75 PAK-78 2 2 2 2RR T XXT PAK_100 PAK-+DB + 1 + ° rRosl or 1 S W O I f W$CCK'Rev8LIGHT PANEL 041% c 4 ,cc 3N' Date of E ,c L +? SF-RECTANGLE STAR FILLER J u$ .�••• —..�... 2R L 1 �) 2R ' 8 1 RECTANGLE STAR FILLER I 1a' LEFT•042M �-A-FRAA,E BRACE ��• RIGHT-a2mCUM SPAS^iN�BETWEEN � SF sF � r7tinapr s - VINO PERMITTED ONLY FROM rpwTvc f UsED ON f01101NING SERIES_ sTEPoPnoN DESIGNATED DIVING AREA. "+ ALL DIMENSIONS ARE 2 2 00 P.51 wn M.W*v woua W",°P.la.l.. FINISH DIMENSIONS Wei a30AV P AK2 S P 1030 6V PAK2 iwM Grl..wh.ace.d I b"d4t. 83' 20' ,QQ; omowma�rtoaParwaimmrftkr am.mP. 3r� C3 WG ,044AVP�1k iSt'1Q0d/tiVPAK2 awa7kdnM f --1 �' � � ," W���A49AV-P,AK2 SPIt)4PAYPAK2 rPOM di.�Muw°:'a a adard dtwrdi". T'4' ram• r;3f 4.'• 4 ES Q tI>omarbwrnr",..ad.aaa.ar■rla .e.e GdGl O W4tOS)lAla/tAK T��'�p3lA.lr�i4lC'� �� .ono S;.1CTl�i.CtUti Et QQ Hf1.ti4A4'�cK2 S1'10S4i4y1'AI(2 16-4 wO Map.1s to be PlWRMW ,.MNWIV has 8' � ,,,,; 8' SElidiCiS AYfAKZ .SP iO J:X►i(PAK?. We of In PC" f*d O.aaa..w P�wau a.r e. •'A"` .r L�'VEJt'.W(—r t 04F3C ®C? er vnl.n glouN aoneaar.Tnbroadr.m"w MAna L J �•bDb C? YitGi05AAV PAl�2. s?I1,63 VPAK-2 .oa■eaq.dara"*@. rwok W."Mdu. �'—I c 1r 1T ,' i Iz 4 Vf�Gl j:63AY�Jl1tC1Z 51�11 3A�/i'RtK2 Ck~d � arR PMN. iW 1.b n.wp a.dar+..00a0r�n w0.6 bd-A Mar&V b0W BACK BOTTOM SLOPE SHALLOW SIDE BOTTOM smE W G 1154A1I PRIC2 S P 1154 AY PAK2 P.dm a wM n A.N.31/NSP-L AW.00d M1V". WALL PAD END WALL PAD WALL ,• .al.V rr•rw.aw+a.r.1+�a...,ram,un wgy.r.a Maw '°"'"""`�•" """�'"°'°�'"`""°'°�"" Volume: 31350 gal / 118650 L Perimeter. 136'-10" / 41.71 m Surface Area: 984.56 ft 2/ 91.47 m2 Liner Sq.Ft.:988.0000 ...r.....,....�.rs....n+rien.i".e wrr w.a.. °°•�F CONNECT"% '�GTi��G +C r• P Lu= iY1111`�11►t amt ++od C r� !?no source E►•�,y pout. // t�ovPr :•eaL�to �Mrta w �' 173A9 �� ,1,1111111111111111..•"••, STANDARD NOTES: James A.MwX jr. 1 USI;2"SCHEDULE 40 PVC F'IK FOR MAIN I)RAIN Ott SUC'110N OUTLET LINES Platessialtal 2 THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASMf-A i 12.19.8-2007 t�� POR AN,I'l-HAIR AKV BODY 1;NIRAPMI N7'AND ANSI/ASP-7 2006 STANDARD 2 3 THIS DRAWING WII,L SUPPLEMENT CONTRACTORS DRAWING ON FILE — =-- --- 7�v 41,/>"'�' Jones A.Marx.k Cr Proeessluml Ragioew License 1730 V L-n . l Soo lq 0 2 jam— �l m • , RECEIVED MAY 14 2014 South Windsor Building Department mm +r aro as mom ww'ow r „ w+ 167 t., i r ooMpry tart . K-.rra me "�so t+�af °'rA"ft w -'n7ltaitkat� Mt dew be tiip _ �� ` "ism �� lam Ppetw • Location of Job: AFFIDAVIT Additional Fee$ State of Connecticut ss.South Windsor County of Hartford (( p t /� Owner of c AC q je;% 6001tv Agent for the building erected Contractor under Permit No. CA 22-�- issued by the Building Department of th wn of South Windsor being duly sworn,make oath and say that the actual cost of the completed work autho ize-111 u der said Pe it did not exceed the most current accepted BOCA value of S kl'3%SSS `Signed .�� fi,�sL.t��•:�-� Subscribed and sworn to before me this 1 day of c Il.20 Estimated Cost S 11a too O Difference: S S 4,SSA Notary Public BUILDING Vr.ttk - STATE OF CONNECTICLTT v? 7 3 WORKERS' COMPENSATION COASUSSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen.Stet. § 31.286b) Property locam In the town of S Name of building it i Please check one: o 2. I am a sole proprietor of a ' CSL 2A.Name of business 2B.Federal Employer Identification Number(F MN ............................................................ Pursuant to § 3 I-286b a property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit.. stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." r t i i y b ., .� �� �♦ t R 1 t•' -. r � � �F 650 75.Tr AY r RATINGS AND PHYSICAL DATA CFM 0 MAX. BLOWER MAX* MIN.* AIR MEAIT OUTLET TOTAL OVER- WIRE MODEL INPUT OUTPUT AFUE TEMP. AIR AIR UNIT CUR. (AAWG NUMBER MBH MBH RISE TEMP. TEMP. D1A WIDTH HP AMPS RENT OF RISE OF PROT. P3URA08N03701 40 37 92.4 35-65 685 165 9 6 1/41 9.0 20 1 14 P3URB10N05501 60 55 92.2 45-75 850 175 10 6 113 9.0 20 14 P3URB12NO7501 80 74 92.0 35-65 1160 165 11 8 12 9.0 20 14 P3URC16N07501 80 76 94.3 30-60 1540 160 11 8 3/4 12.0 20 14 P3URC14N09501 100 93 92.2 45-75 1465 175 10 10 12 9.0 20 14 P3URC20N09501 100 94 93.0 30-60 1955 160 11 10 1 12.0 20 14 P3URD20N11201 120 112 92.0 45-75 1730 175 11 10 1 12.0 20 14 P3URD20N13001 140 130 92.0 45-75 2005 175 11 10 1 12.0. 20 14 * Wire size and overcurrent protection must comply with the National Electric Code. NOTES: 1. For altitudes above 2000 ft.reduce capacity 4%for each 1000 ft.above sea level. 2. Wire size based on copper conductors,60°C,3%voltage drop. 3. Continuous return air temperature must not be below 55°F FILTER SIZE ADD-ON COOLING APPROX NUMBER SIDE BOTTOM TONS1. CFM' WEIGGHHT .5 ESP P3URA08N03701 16 x 25 14 x 25 1,1-12,2 835 110 P3URB10N05501 16 x 25 16 x 25 1-12,2,2-12 1115 130 P3URB12N07501 16 x 25 k2O 6 x 25 2,2-12,3 1265 145 P3URC16N07501 16 x 250 x 25 3,3-12,4 1650 155 P3URC14N09501 16 x 250 x 25 2-1 2,3,3-12 1415 165 P3URC20N09501 2 16 x 25 x 25 3-12,4,5 2026 170 P3URD20N11201 (2 16 x 252x25 3-12,4,5 2030 180 P3URD20N13001 (2)16 x 252 x 25 3-1/2,4,5 2030 190 • ESP(External Static Pressure) 5"WG is at furnace outlet ahead of cooling coil. NOTES: 1. All filters must be high velocity cleanable type. 2. Air flows above 1800 CFM require either return from two sides or one side plus bottom. FIELD WIRING DIAGRAMS ROOM THERMOSTAT FURNACE CONTROL CONDENSING UNIT CONTROL WIRING R R w w TO AIR CONDITIONER G G CONTROIX Y Y ---- C ---- BLK '�' BLK( � p— NOMINAL POWER WIRING Ml WHI((yFF.I[mil,) 120 VOLT GRN GFtD 2 Unitary Products Group Elect.ic # /F/s APPLICATION FOR BUILDING PERMIT Plumbing# 07 HVAC # /N(oa 18 Vintage Lane Date: 4b -2 e — O L— Sprinkler# 2 9228 FINAL AP ROVALS F00"' SIGN --- "-- Estimated Cost $Permit Fee $ / OBuilding U3PLETE RED BOXED AREAS Occupancy Fee $ /D - Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ 3SApprafor CO. n ON REVERSE SIDE 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 CSC -� Clocation of Work W .Viofa- c Inc: _ Lot No. 3 Applicants Addres ' 1�- Tel.# /��� 1 ZJ Town So :► Zip C'!(�-7y Lic.# /7M Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 1�-1`1� 2 n d FI. A'-5,�S 3rd FI. Total New Area .30Q3 Purpose of this permit AZ6&)— 9Z9z �l()r1JrG- C&�917 - f o a N-e— City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. ` Are 0O3 Basemen Iy7J.-- Garage Approved by Date Use Group ow Construction Type 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 Budding Inspector of any afterabon 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 al street lines,side yard lines,and required distances from all other zones and is located in iph this bui ding and its use is allowed. Signed ` I hereby apply for a Certificate of ncy for W,4descnbed in this application for the permit. Signed DO NOT WRITE B OW 4S LINE INSPECTION COMMENTS DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN of SOUTH WINDSOR _ BUILDING DEPARTMENT Bld Permit# APPROVED 1540 SULLIVAN AVENUE � 644-2511 ext. 230 �t � )a- _ Date Building Inspector Application must be printed or typed 1g Location of job S t No. Street Lot No. FEE SCHEDULE Floor Apt. No. $0 - $1,000 - $12.00 Over $1,000 \ $12.00 per$1,000 OWNER G L L or any fraction thereof ADDRESS �I S . uG1 _ 7S OWNERS PHONE # APPLICANT S C Ow N SF,q ADDRESS ESTIMATED COST$ O C� C = IS THIS A CONTRACT COST? ✓ U YES NO � ou FEE ENCLOSED $ ,� r�OSO -CO TYPE OF JOB: R ✓ Original Installation Alteration/Addition/Repair Re,vlsed 10/96 APPLICATION FOR PLUMBING PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERT APPLICATION YES / NO RESIDENTIAL MI BUSINESS CURRENT USE AND OCCUPANCY ASSEMBLY MERCANTILE FUTURE USE AND OCCUPANCY EDUCATIONAL INSTITUTION FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION 2— \ I�-- �C�.� i 1 S SIZE OF MAIN DRAIN NO. OF TOILETS?Z STYLE NO.NO. OF URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO.OF LAVATORIES-5 NO. OF CONDUCTORS _SIZE_ NO. OF STACKS SIZE AREA OF ROOF NO. OF CATCH BASINS NO. OF FLOOR DRAINS NO. OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDO YE /NO SIZE OF WINDOW 2X Z IF NONE C.F.M. OF VENTILATOR SIZE OF DUCTS SEWER SEPTIC ANK SIZE OF WATER MAIN�' SIZE OF WATER PIPING&RISER � WATER HEATER TYPE MANUFACTURE TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE TEST PRESSURE 2\()WORKING PRE SURE�� PRESSURE RELIEF VALVE TYPE —7-A MANUFACTURER\..0 CLJ� 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 CONN.BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. r \ y NAME STATE LICENSE NO. TYPE G SIGNATURE OF APPLICANT PHONE NO. V,,kyA- 2—S 3 F DATE \ u/ O 3 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE 644-2511 ext. 230 �Bldg. #Building Inspector �/ Application must be printed or typed FEE SCHEDULE i O Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT L Q 5 S" ,c_ A iC t APPLICANT ADDRESS 91 Le cyt A,L aL- `off m,e iM APPLICANT PHONE# _ 4 Lob - a a R - /S-7 9 Off) N S OWNER 1 A C IAr S q� OWNER ADDRESS (,­7 X= ,J_ 1 aSo LJ ;c1s�n2 G7- � ln o 7 �/ Oe OWNER PHONE 0 0 — y 3 a - 12 a 3 C ;D ESTIMATED COST$ %S ID * � IS THIS A CONTRACT COST? Yes V-'-No FEE ENCLOSED$ ,�'O. TYPE OF JOB: S R-c o New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF UILDING: Pf HEATING 13 RESIDENTIAL alA/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW P SURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC Cd 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) DESCRIP E ALL gEATINGEQUIPMENT(INC &MODEL ) _70 C�- CUP�S i ns l� q5 u /n��� ✓Y�U I �� GROSS HEATING CAPACITY(INPUT—BTUH) J? Ul- NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑ OIL—GPM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY GAS—INPUT p cv LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE L1 OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESC ALL COOL G EQUIP (I�1�r NT G �Mj EL NO.) if-,VA(: �J�x TONNAGE__�7 COOLING CAPACITY(BTUH)Lv" VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) I� 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. .--� b / (� 5 � r,+ CONTRACTORS LICENSE NO. TYP STATE C5--t-, / �a Y DSIGNATURE OF APPLICANTDATE S/N RS R213 4 6 RIGHT J SHORT FORM 12/19/0 2 Filename: JACQUE-3 RSR Job#: Lot 3, Vintage Lane /�'' Htg Clg For, Jacques Construction, LLC. Outsidedb 0 95 67 Ridge Road Insidedb 78 70 South Windsor CT 06074 DesignTD 78 25 860-432-1823 Daily Range - M Inside Humid - 50 By: Lessard Air Conditioning & Heating Grains Water - 35 81 Leonard Bridge Road Method Simplified Lebanon CT 06249 Const.glty Best 8 6 0-2 2 8-15 7 9 Fireplaces 0 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 2395 CFM Actual Cooling Fan 2395 CFM Htg Air Flow Factor 0.042 CFMBtuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 92 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM 1st Floor n p 1358 28480 24624 1182 1317 2nd Floor n p 1533 29223 25606 1213 1369 Entire House d 2891 57702 44784 2395 2395 Ventilation Air 0 1375 Equip.@ 1.00 RSM 46159 Latent Cooling 4178 TOTALS 2891 57702 50337 2395 2395 MANUAL J:7th Ed. Rigbt-Suite:V4.0.07 f SIN RS R213 4 6 RIGHT J SHORT FORM 12/19/0 2 File name: JACQUE-3.RSR Job#: Lot 3, Vintage Lane Htg Clg For. Jacques Construction, LLC. Outsidedb 0 95 67 Ridge Road Insidedb 78 70 South Windsor CT 06074 DesignTD 78 25 860-432-1823 Daily Range - M Inside Humid. - 50 By: Lessard Air Conditioning & Heating Grans Water - 35 81 Leonard Bridge Road Method Simplified Lebanon CT 06249 Const.glty Best 860-228-1579 Fireplaces 0 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 0 CFM Actual Cooling Fan 0 CFM Htg Air Flow Factor 0.000 CFM/Btuh Clg Air Flow Factor 0.000 CFM/Btuh Space Thennostat n/a Load Sensible Heat Ratio 0 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM Bedroom 1 144 3127 2397 130 128 Bath 1 30 971 679 40 36 Bedroom 2 144 3893 4148 162 222 Foyer 2 143 2193 2168 91 116 Bedroom 3 144 2622 2764 109 148 Bath 2 64 597 205 25 11 Master Bedroom 288 7580 5999 315 321 Master Closet 56 227 71 9 4 Master Bath 1 192 2724 1998 113 107 Master Bath 2 56 227 71 9 4 Dinette 2 272 5062 5107 210 273 2nd Floor n p 1533 29223 25606 1213 1369 Ventilation Air 0 0 Equip.@ 1.00 RSM 25606 Latent Cooling 1026 TOTALS 1533 29223 26632 1213 1369 MANUAL J:7th Ed. Right-Suite:V4.0.07 i S/N RS R 213 4 6 RIGHT J SHORT FORM 12/19/0 2 ' File name: JACQUE-3.RSR ' Job#: Lot 3, Vintage Lane Htg Clg For. Jacques Construction, LLC. Outsidedb 0 95 67 Ridge Road Insidedb 78 70 South Windsor CT 06074 DesignTD 78 25 860-432-1823 Daily Range - M Inside Humid. - 50 By: Lessard Air Conditioning & Heating Grains Water - 35 81 Leonard Bridge Road Method Simplified Lebanon CT 06249 Const.glty Best 8 6 0-2 2 8-15 7 9 Fireplaces 0 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 0 CFM Actual Cooling Fan 0 CFM Htg Air Flow Factor 0.000 CFM/Btuh Clg Air Flow Factor 0 000 CFM/Btuh Spy Thermostat n/a Load Sensible Heat Ratio 0 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM Living Room 364 10099 6757 419 361 Foyer 143 2540 824 105 44 Den 143 3123 1219 130 65 Kitchen 368 6583 10254 273 548 Pantry 20 460 164 19 9 Dinette 272 5480 5344 227 286 Bath 48 195 61 8 3 1st Floor n p 1358 28480 24624 1182 1317 Ventilation Air 0 0 Equip.@ 1 00 RSM 24624 Latent Cooling 1962 TOTALS 1358 28480 26586 1182 1317 MANUAL J:7th Ed. Right-Suite:V4.0.07 1 RECEIVED SITE COMPLIANCE CHECKLIST 0 C T 2 D2002 TOWN of SOUTH WINDSOR, CONNECTICUT SOUTH WINDSOR A I"wNG H 18 VINTAGE LANE LOT_# 3 Reviewed By �D eJing) JACQUES CONSTRUCTION LLC Date Reviewed/o z pprove Denied 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By anning) BP_#_29228_ Ph_#_432-1823 Date Review -IG dt- _pp�vt*d/Denied Date Submitted 10/28/02 ***** FOR RUIZDVNG PERMIT ***** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include Approved Denied N/A y 1 Name, address & phone number of owner/applicant- 2 Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address 4 Plot Plan at 1" = 40' scale ✓ a Subdivision reference, abutting properties, etc b Easements of record c Lot description, bearings, building lines, distances, area, etc d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems sanitary gyp,^2/-d Z & foundation drain at the house and the street Tentative location (gas`�-(water` i e ectri septic system etc ) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5 Sedimentation and erosion control 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS A DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ls-6 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 � c,3 J 129J.2 k Date Building Inspector Application must be printed or typed FEE SCHEDULE- + ` 1 Location of Job: $0-$1,000=$1= Stre No. Street Lot No. Over$1,000= $WW per$1,000 --- or any fraction thereof Tenant Designation Apt.No. APPLICANT -S s _R lb APPLICANT ADDRESS Q 7 (,l.) C'1—n c �c- �) t F T—in n�j r APPLICANT PHONE# 2 -7 `-1 —1 3 OWN S F,q OWNER OWNER ADDRESS OWNER PHONE O ESTIMATED COST$ D O 0 0 IS THIS A CONTRACT COST. Yes C No FEE ENCLOSED$ 40A ��� TYPE OF JOB: OR C New Installation E3 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE o? D () SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES )NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS i NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK n c- 4 yon c 0 C � 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 c/ DATE Shirley Wilhelm-CRS Approval Confirmation: Request No.238221 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 12/30/02 3:27PM Subject: CRS Approval Confirmation: Request No.238221 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 238221 House No: 18 Lot No: 3 Street Name: VINTAGE LN Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Dec 30, 2002 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 18 VINTAGE LANE LOT_# 3 Reviewed By (En ineering) JACQUES CONSTRUCTION LLC Date Reviewed y / o pprove /Denied 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By lanning) BP # 29228 Ph_# 432-1823 Date Reviewe A prove enied Date Submitted 00/00/00 ***** FOR f O **** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1 Approved building permit plan ✓ 2 Finish grading per approved building permit plan 3 Site work; i e trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/seQtic system ✓/ b. foundation drain J c electrical & telephone d. water e. =ham GfiS ✓ 5 Sewer connection charge paid 6 Appropriate certification 7 Bonding 8. Planning & Zoning/ Inland Wetlands Considerations A. Lighting B Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS Status I� DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 3d O<?y BUILDING DEPARTMENT APPROV 1540 SULLIVAN AVENUE � ' I3 644-2511 EXT.230 Bldg.Permit# � (Date) (Building Inspector Application must be printed or typed FEE SCHEDULE i / Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT T (l ti I'n �n �/- t el c APPLICANT ADDRESS / y / O1/0 r C APPLICANT PHONE /# 2 0 N St OWNER _ C3 f / ! OWNER ADDRESS —[ ? V I!I 't q S C i7 P c,M i 1 C/j OWNER PHONE -� C ESTIMATED COST $ O 0 , O U IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ J O O TYPE OF JOB: Cash `r�`S�R•CO New Installation ZAlteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO O BUSINESS O ASSEMBLY CURRENT USE AND OCCUPANCY 0 MERCANTILE, O EDUCATIONAL FUTURE USE AND OCCUPANCY 0 FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION v f p y I n 5" SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.'OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES 0 NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER 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. P1 fy) 02 TjO3Z CONTRACTORS LICENSE NO, STATE vIf � D SIGNATURE OF APPLICANT b DATE � ZI I� i I3UIMING PERMIT 1?ape 0 8g STATE OF CONNFMICUT WORKERS'CO&IPENSATION COW&SSION Building Permit Affidavit for Property Owners or Sole Proprietor (Conn.Glen.Stat.§31-286b) Property located at V 1"7 % It-, s P L <, h -& In the town of S o ti 1 A W / n S d / • Name of building permit applicant: Please check one: 1. I am the owner of the above property. 2.1:1-3 am the sole.proprietor of a business. 2A.Name of business z e e S P A 2B..Federal Employer Identification Number(FEU4) y F ' S ............................................................................................... Pursuant to§312866,"a prvputy owner or sole proprietor[who]intends to act as a general actor or pnnerpat employs'.'may provide either a certificate,of worker'compensation insurance or.a"sworn notarized&%dairit.., stating that he will require proof cif wakere compensation insurance for and"employed on the job site in accordance with this chapter." Please check one: 1._I do not. to act as a general contractor or principal employer. dip 0, stop ere Signature of applicant 2._I intend to act as a gene fat contractor or principal employer.Applicant must either pr ovide a certificate of*or kere compensation insurance or sign the affidavit Wow. .......................................................................::.......................................... Affidavit •I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subconttactor,or other worker before he/she engages in work on the above property in accordance with theVorkere Compensation Act(Chaptc 568). I understand that pursuant to§31-275 C.G.S,officers of a corporation and partners in a Partnership may elect to be excluded fr6m coverage by fding a waiver with the appropriate District Office;and t a so proprietor of a business is not required to have coverage unless he .files his intent t=ignatarc age pplicant Subscribed and sworn to before me this O day of �e b ,20013 (Notary Public/Commissioner of the Superior Court) APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT I 56Dl 5 73 APPROVE 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 c� I//�16;� K L��t Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C;5,-10.1j APPLICANT ADDRESS APPLICANT'S PHONE# 0�1 N Sf OWNER OWNER ADDRESS C f OWNER PHONE Y C ESTIMATED COST$ u IS THIS A CONTRACT COST? °--Yeis� No - FEE ENCLOSED$ — �j� TYPE OF JOB: - 3(o-7 �SOR•COS _installation Alteration/Addition/Repair *,�;61 S0C)g23 Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO '.' ��IDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK Dl2 szse) _ E/ 67 / l CONTRACTORS LICENSE NO /TYPE STATE SIGNATURE OF APPLICANT / r/ -l/ DATE 7 ZONING COMPLIANCE FOR SMALL STRUCTURES ' -1;! (Sheds and detached decks 200 sq. ft. and smaller) Address of Proposed Structure: _�� V / it T4 �� [_ z �.r Zone: Name of Owner: (A i LI Q n GIS PIN: Phone Number: E6 O 7 _� Application #: ao 1. Name of Applicant: I/y �%4m i"Yl �� a ri :RECEIVEAddress: � � V, n-f�.e Loh[ _La L411 orC? Y 122015Phone Number: �6 O —(0 q -�U `7^� SousORPUra�ur�DEpT 2. Structure cannot exceed 2000 square feet. TYPE OF STRUCTURE: ✓ SHED DECK (not to exceed 30"from grade) DIMENSIONS OF PROPOSED STRUCTURE: /D X I u 3. A Class D survey must be submitted with the application showing the property lines, all other buildings and the location of the proposed structure. 4. Is the property served by a septic system? /Yes No If yes, the applicant must complete and submit a B100a Application to the Health Department for review and approval. The undersigned hereby permits Town staff to enter onto and inspect this property during reasonable hours for the purpose of reviewing this application and to determine final compliance once construction is completed. I, the undersigned, acknowledge that the above information is true to the best of my knowledge and that the above requirements are understood. J 'V Applicant Signature: `� "<f /W Date: J` 5— /S Owner Signature: (1� �v `` � � Date: ***************************************************************** Reviewed and approved by: Date: o 'n Enforcement Officer Reviewed and approved by: n4n - Date: Environmental Health Officer cc: Assessor Building File SCANNED 04/15/14 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29228-B 100,000 BO1 FOOTING 11/08/02 WNB A WITH CONTRACTOR 2 #4 REINFORCEMENT B02 FOUNDATION 11/18/02 WNB N/A NOT READY B02 FOUNDATION 11/20/02 JFF A WITH CONTRACTOR INTERIOR AN EXTERIOR FOOTING DRAINS E01 SERVICE 12/30/02 CJD A B03 FRAMING (ROUGH) 01/31/03 CJD A E03 ROUGH 01/31/03 CJD A NO PERMIT P03 ROUGH O1/31/03 CJD A NO PERMIT B04 INSULATION 02/05/03 JFF A WITH JOHN JACQUES NOTIFIED NEED ELECT AN PLUB PLUMBING PERMITS B04 INSULATION 02/10/03 WNB N/A BSMT BUILD OUT NOT READY WITH J.JACQUES E03 ROUGH 02/10/03 WNB A BSMT BUILD OUT WITH J.JACQUES H03 ROUGH 02/10/03 WNB A BSMT BUILD OUT WITH J.JACQUES PO4 GAS TEST 02/13/03 CJD A W/IMPERIAL-PARTIAL PIPING THROUGH AREA TO BE SHEETROCKED IN BSMT. WILL RETEST BAL. PO4 GAS TEST 02/25/03 CJD A E01 SERVICE 03/28/03 CJD A W/JON **-11662-H 12,000 **-11207-P 3,000 **-18156-E 4,000 Total Est Value 119,000 ' Dwelling 3,003 144,984 84 Basement 1,475 20,945 00 Garage Soo 7,100 00 Smoke Det 7 525 00 BOCA Value 173,554 84 Difference 54,554 84 �o i SEPTIC SYSTEM ELEVATIONS TOP OF FOUNDATION 320.94 A F.L. 4' PVC FDN OUTLET 316.54 TOP 4' PVC TANK INLET 315.69 p TOP 4' PVC TANK OUTLET 315.39 D. BOX F.L. 4' PVC IN-W 314.84 F.L. 4' PVC OUT-N 314.66 N87*14'4 ~E F.L. 4' PVC OUT-S 314.68 TOP GALLERY-N 314.68 10' CL&P EASEMENT ,� 176.00 TOP GALLERY-S 314.65 CV 20' STREET TREE — cr` r I 1 EASEMENT IN FAVOR r ID , OF THE TOWN OF NOTES: SOUTH WINDSOR rOf 1, THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. ' 50' F.Y. ' ' � 3 2. PARCEL ZONED RR yt ' 83Q 3. LOAMING AND SEEDING NOT COMPLETED. 3 Q8 12.5 0; 1 t 2.3 � 1 MAP REFERENCE: Lot #4 EXISTING HOUSE N r O 1 13 + 3. TOW- OW320.94 S.Y Co 1 VINTAGE HILLS, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR JACQUES ' - - FF GAR.319.32 - , r Co t CONSTRUCTION, LLC DATED 12-3-01 REV. TO 7-16-02 BY DESIGN 2.5' r o 5 3.0 _ 317.71 r r I I It 1 PROFESSIONALS, INC. N , W N , , - - - h I 11 r Cr 4: Lpt #2 / r r Lot # ' 20' DRAINAGE EASEMENT IN r I r I FAVOR OF THE TOWN OF SOUTH WINDSOR / to +411360 S.F,,, CO 0.94 Ac.,/ 10' 50' RR•Y• 1 � 1 1 , _176. _ S87 I , 1 / -- - - - - - - - - -- - - - - - - - - - - - - THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-t THRU 20-300b-20 CD I OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE I , Lot "#5 24' RCC END ! r / 1 , STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS 1 t ( r SURVEY CONFORMS TO HORIZONTAL ACCURACY CLAMA-2 \ 1 t r r / INV.=308.30 TO THE BEST OF MY KNOINLED D BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICH AR—D P. LIC. No. 1 HIGH REC,6W AS-ftlliJ- - - - - i� t.I11KES5 oTIiERwSE NOTM,EwsnNG vnurT REVISIONS ■ For 860.291.8755 PREPARED FOR: LOCATIONS AS SHOVN ARE BASED ON GRAPHIC SCALE �OV NT SHEET AVAILABLE NFORMAEM All EXISTING UTILITIES 40 0 20 40 es19�'1 VINTAGE HILLS BS"TAM LLC WCIATION M" SHOULDBY , ,� E I CONSTRUCTION. rofessionals, Inc. 1 ZALLVTMJTIES ARE 10 BE STAXED.���� LOT*3 — 18 VINTAGE LAB of caHsmucnoN. ■ civil engineers . planners . surveyors we"'w er. aw' .,aB NO.:tuo 3. THIS PLAN Is MlVALD LNLm IT BEARS Tw 1 inch = 40 feet ■ landscape architects . is s IMPRESSION SEAL AND OWdNAL SIGNATURE p •rp a THE PaOi'E$$Ip1AL ENCINEER/SURVEYOR. NO. DATE DESCRIP110N BY 165 South Satellite Road South Wind9or. Connecticut 06074 SOUTN WINDSOR, CONNECTICUT o(w Br. AMlM DATE 41.y1w r Tea vx. APR ;i 2003 South Windsor BUILDING DEPARThIENT rtl rs certified it,at t'.0 ;.i:n a J ., codes of the pr..pus•d a:t. .rocted at �of � !<'efher 'olth amen,+..,.:,• ,1 ! !. Q R,td with•plan, en.i tr. _ � , .7 v..•,� ;, Bui�dt�ri and s'O•• '.v:s 1.. —0.r� 123'l0d try it., !3•ftld'�, [ l`.r. , '''irinE r.. :r aFpirt.n�f+n .�r r•n 1 a t a� c urZt. lt,u plan is aafv� Irdrrs boO r•rCt^rn-ems ro„ _r Lof: ct.i Ds Compared alto C'm!-Ivon'fry Ar'V.•V'j Thor fli,•C with Hwl3fap Ir,suee•of /y�/•/am����^/f�C+/�(cr'M vIeD APR 0 9 200,E FNG#V ERVNVD CEP T, APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1 G;� APp O 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 DTte Building Inspe Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant U} NTASE LAB ,t Over$1,000= Street Lot No. $15.00 per$1,000 or any fraction thereof ignation Apt.No. APPLICANT M i C})AKI- B j ASS. APPLICANT ADDRESS 43a 7).qi tsEUD J� TQR-R i N 6"7niv , CT 0,�29 7 APPLICANT'S PHONE# 0 OWNER pW N SF let OWNER ADDRESS 1 - Wit") OWNER PHONE ESTIMATED COST$ 'LAgy,- 311't) Zcs►nl —� y���� C.� U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ 75� TYPE OF JOB: Zit' L OR.CQ�� �( New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? O YES ® NO a RESIDENTIAL CURRENT USE AND OCCUPANCY A C A r'I0i Ly ❑ BUSINESS c ❑ ASSEMBLY FUTURE USE AND OCCUPANCY i A1`1fi LV ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS LMQE ❑ GARAGE o ❑ MIXED USE CITY`C, . STATE C7 ZIP O (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK S . THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK ELC- 0Ia � E- i E- CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE o� • 8UILDING PERMIT STATE OF CONNBCTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31286b) Property located at In the town of_ f1 uI mt> r G—( Name of building permit applicant: Please check one: I._I am the owner of the above property. 2.,A.I am the sole_proprietor of a business. a 2A.Name of business M) C})AF_L SIPS 2B..Federal Employer Identification Number(FEIN) ................................................................................ :............................. ,..... Pursuant to§31286b,"a.properly owner,or sole proprietor[who]intends to act as a general contractor or principal emPloYa''may provide either a certificate of workers'oomparsatioa insurance or.a"sworq notarized axdavit...stating that he will require pmof of workere compensation kmance for all dMe employed on the job site in accordance with this chapter." Please check one: 1._I do not intend to act as a general coatradQr or principal employer. [Sign an&stop here] Signature of applic4nt 2. �Iiatend to ad as a general contractor or principal employer.Applicant must either vi&a certificate of workers'compensation insurance or sign the affidavit Wow. .......................................................................::.................................... :...... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontPador9 or other worker before helshe engages in work on the above property in accordance with the Workere Compensation Ad(Chaptef 568). I understand that.pursuant to§31-275 C.G.S.,officers ofa corporation and partners in a Partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a soI proprietor of a business is not required to have coverage unless he .files his intent to accept coy C. Signature 4plicant Subscribed and sworn to before me this day of GW-MAM)- ,200A�3_ (Notary Public/Commissioner of the Superior Court) SystemCapacity - Load Calculator GENERAC' DIRECTIONS FOR NEC 2011,ARTICLE 220,PART IV 220.80 Optional Feeder and Service Load Calculations (RESIDENTIAL) NEC REFERENCE SECTION CAN BE USED FOR DWELLING UNITS _ y 220.82 Served by a single feeder conductor(generator) •120/240 volt or 208Y/120 volt service •Ampacity of 100 amps or greater The calcultated load will be the result of adding •220.82(B)General Loads,and 220.82(8) •220.82(C)Heating and Air-Conditioning Load 220.82(C) •Calculated neutral load determined by 220.61.(Additional 70%demand factor can be taken for cooking appliances and dryers when tables 220.54 and/or 220.55 are used) GENERAL LOADS _. t 'I I_; WARNM General Lighting and General-Use Receptacles •Calculate at 3 VA per square foot 220.82(B)(1) •Use exterior dimensions of the home to calculate square footage—do not include open porches,garages,or unused or unfinished spaces not adaptable for future use. •Add 20-amp small appliance&laundry circuits @ 1500 VA each 220.82(B)(2) Calculate the following loads at 100%of nameplate rating 220.82(B)(3) •Appliances fastened in place,permanently connected or located on a specific circuit 220.82(8)(3) •Ranges,wall-mounted ovens,counter-mounted cooking units(Tables 220.54&220.55) 220.82(B)(3) •Clothes dryers not connected to the laundry branch circuit 220.82(B)(3)c •Water heaters 220.82(B)(3)d •Permanently connected motors not included in Heat&Air-Conditioning Load section _ 220.82(B)(4) HEATING 8 AIR-CONDITIONING LOADS 220.82(C) Include the largest of the following six selections(kVA load)in calculation Air Conditioning and Cooling 220.82(C)(1) •100%of nameplate rating Heat Pumps Without Supplemental Electric Heating 220.82(C)(2) •100%of nameplate rating Heat Pumps With Supplemental Electric Heating 220.82(C)(3) •100%of nameplate rating of the heat pump compressor' •65%of nameplate rating of supplemental electric heating equipment —If compressor&supplemental heat cannot run at the same time do not include the compressor Electric Space Heating •Less than 4 separately controlled units @ 65%of nameplate rating 220.82(C)(4) •4 or more separately controlled units @ 40%of nameplate rating 220.82(C)(5) •40%of nameplate rating if 4 or more separately controlled units Electric Thermal Storage(or system where the load is expected to be 220.82(C)(6) continuous at nameplate rating •100%of nameplate rating •Systems of this type cannot be calculated under any other section of 220.82(C). LOAD CALCULATIONS f T General Lighting Load 3 VA x ft� f-. •Small Appliance&Laundry Circuits + 1500 VA per circuit •General Appliances&Motors (100%rated load + Total oeneral appliances •Sum of all General Loads = Total General Load(VA) APPLY DEMAND FACTORS f i —First 10 kVA @ 100% = 10,000 VA —Remainder of General Loads @ 40% (Total VA-10,000)x.40 = Calculated General Load(VA) •HEAT/A-C LOAD @ 100% -" Largest Heat or A-C Load(VA) = TOTAL CALCULATED LOAD Converting VA TO kW (Single-phase applications with 1.0 power factor only)1 kVA=1 kW 220 54 ©2008 Generac Power Systems, Inc.All rights reserved. 21 Worksheet—NEC 2011,220 Part IV Contractor M j fS Email Phone r — 3 Fax Job Name AJ I-,. f nn 2 Date Location Voltage Circle OV- Fuel NG LPV Elec.Service 100 Amp 200 Amp 400 Amp Other NET SQUARE FOOTAGE ZQO GENERAL LOADS Oty Rating(Load) Factor Loads(VA) Loads(kW) (VA_1,000 General Lighting and General Use Receptacles / 3700 3 VA/ftz 100% _ DO Branch Circuits(1500 VA/ftz) Small Appliance Circuits(20 Amp) . 1500 100% c�U Laundry Circuits 1500 100% Fixed Appliances Full Current Rating Well 100% Sump Pump /a 00 10050 6 Freezer 100% Microwave(Not counter-top model) p 100% a Disposal 100% Dishwasher 100% Range(See Table 220.55 for multiple cooking appliances) 100% Wall-Mounted Oven 100% Counter-Mounted Cooling Surface 100% Water Heater 100% Clothes Dryer 100% Garage Door Opener f 1000 100% ' C 0 0 Septic Grinder 100% Other(list) 100% r a ' i o u 100% 100010 100% 100% 100% 100% 100% 100% 100% Total General Loads Q, VA kW HEAT/A-C LOAD A-C/Cooling Equipment 100 Heat Pump Compressor(if not included as A-C) 100% • Supplemental Electric Heat 65% Electric Space Heating • Less than 4 separately controlled units 65% • 4 or more separately controlled units 40% System With Continuous Nameplate Load 100% Largest Heat/A-C Load(VA)VA kW GENERAL LOADS • 1st 10 kW of General Loads 100%kW 100% &C)Cl • Remaining General Loads(kW)40%kW 40% CALCULATED GENERAL LOAD(kW)kW OL 1W LARGEST HEAT/A-C LOAD 100%kW kW kW TOTAL CALCULATED LOAD(Net General Loads+Heat/A-C Load) P kW 22 CENTURION@ STANDBY GENERATOR 8 kW = 10 kW = 13 kW Air-Cooled Gas Engine Generator Sets INCLUDES: Standby Power Rating • True Power® Electrical Technology Model 005891-0 (Steel - Gray) - 8 kW 60Hz • Two Line LCD Tri-lingual Model 005892-0 (Steel - Gray) - 10 kW 60Hz Digital Nexus" Controller Model 005893-0 (Steel - Gray) - 13 kW 60Hz • 10, 12 or 14 Circuit Automatic Transfer Switch with Built-In Priority Load Center ® -- • Electronic Governor • Pre-wired External Connection Box i • External Main Circuit Breaker j & System Status LED Indicators j • Flexible Fuel Line Connector SENT • Composite Mounting Pad J • Pre-wired conduits • Natural Gas or LP Gas Operation • 3 Year Limited Warranty • UL 2200 Listed '"a00o • C(S)US NOUfiKiiVIN6 LISTED ,+•*»i` FEATURES O INNOVATIVE DESIGN& PROTOTYPE TESTING are key components of O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. GENERAC'S success in "IMPROVING POWER BY DESIGN." But it This state-of-the-art power maximizing regulation system is standard on doesn't stop there. Total commitment to component testing, reliability all Generac models. It provides optimized FAST RESPONSE to changing testing, environmental testing,destruction and life testing, plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY to applicable CSA, NEMA, EGSA,and other standards, allows you to by electronically torque-matching the surge loads to the engine. An choose GENERAC POWER SYSTEMS with the confidence that these unequalled ±1%voltage regulation. systems will provide superior performance. O TRUE POWER ELECTRICAL TECHNOLOGY: Superior harmonics and O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer sine wave form produce less than 5% Total Harmonic Distortion for utility network provides parts and service know-how for the entire unit,from the quality power.This al lows confident operation of sensitive electronic equipment engine to the smallest electronic component. and micro-chip based appliances,such as variable speed HVAC. O TEST CRITERIA: O GENERAC`' TRANSFER SWITCHES. Long life and reliability PROTOTYPE TESTED NEMA MG1-22 EVALUATION are synonymous with GENERAC POWER SYSTEMS. One reason for SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. CENTURION by Generac Power Systems,Inc. FEATURES Centurionc" Standby Generator - 8 kW - 10 kW - 13 kW •Generac®(OHVI)Design Maximizes engine"breathing"for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings help engine run cooler,reducing oil consumption. Because heat is the primary cause of engine wear,the OHVI has a significantly longer life than competitive engines. •"Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. •Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. •Full pressure lubrication system Superior lubrication to all vital bearings means better performance, less maintenance and significantly longer engine life.Now featuring a 2 year/200 hour oil change interval. •Low oil pressure shutdown system Superior shutdown protection prevents catastrophic engine damage due to low oil. •High temperature shutdown Prevents damage due to overheating. •Revolving field Allows for smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. -Skewed rotor(8& 10 kW) Produces a smooth output waveform for compatibility with electronic equipment. Skewed stator(13 kW) -Displaced phase excitation Maximizes motor starting capability. -Automatic voltage regulation Regulates the output voltage to ±1%prevents damaging voltage spikes. •UL 2200 Listed For your safety •Fully Automatic Transfers your vital electrical loads to the energized source of power. -Pre-wired, color coded conduits Ensures the easiest,trouble free installation. -Remote Mounting Mounts near your existing distribution panel for simple,low cost installation. •UL Listed For your safety -Manual/Auto/Off switch Selects the operating mode. -Utility voltage sensing Constantly monitors utility voltage,setpoints 60%dropout,80%pick-up,of standard voltage. *Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. *Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 10-30 seconds. •Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds. -Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. •Programmable seven day exerciser Operates engine to prevent oil seal drying and damage between power outages by running the generator for 12 minutes every week. -Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature- -Main Line Circuit Breaker Protects generator from overload. -Electronic governor Maintains constant 60 Hz frequency. -Weather protective enclosure Ensures protection against mother nature.Hinged key locking roof panel for security. Lift-out front for easy access to all routine maintenance items. Electrostatically applied textured epoxy paint for added durability. •Enclosed critical grade muffler Quiet, critical grade muffler is mounted inside the unit to prevent injuries. -Small, compact,attractive Makes for an easy,eye appealing installation. _ -Pre-wired External Connection Box _ -1'Flexible Fuel Line Connector •Composite Mounting Pad Easy Installation-Virtually all hardware included,plus step-by-step photographed Installation Guide. •Pre-wired conduits •UL Listed wire nuts SPECIFICATIONS CENTURION GENERATOR Model 11 8' 1 (8 kW) Model 11 8' I IModel II 8' I Rated Maximum Continuous Power Capacity(LP) 8,000 Watts' 10,000 Watts' 13,000 Watts` Rated Maximum Continuous Power Capacity(NG) 7,000 Watts' 9,000 Watts' 13,000 Watts` Rated Voltage 120/240 120/240 120/240 Rated Maximum Continuous Load Current—240 Volts 33.3 LP/29.2 NG 41.6 LP/37.5 NG 54.2 LP/54.2 NG Total Harmonic Distortion Less than 5% Less than 5% Less than 5% Main Line Circuit Breaker 35 Amp 45 Amp 50 Amp Phase 1 1 1 Number of Rotor Poles 2 2 2 Rated AC Frequency 60Hz 60Hz 60Hz Power Factor 1 1 1 Battery Requirement(not included) Group 26R 12 Volts and 350 Group 26R 12 Volts and 525 Group 26R 12 Volts and 525 Cold-cranking Amperes Minimum Cold-cranking Amperes Minimum Cold-cranking Amperes Minimum Unit Weight(Pounds/Kilos) 340/154.2 387/175.4 439/199.1 Dimensions(L x W x H)Inches/mm 48 x 25 x 29(1218 x 638 x 732) Sound output in dB(A)at 23 ft.with generator operating at normal load 62 63 63 ENGINE Model II 8' IModel II 8' 1 1Model 11 i' I Type of Engine GENERAC OHVI GENERAC OHVI V-TWIN GENERAC OHVI V-TWIN Number of Cylinders 1 2 2 Displacement 410cc 530cc 992cc Cylinder Block Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve Valve Arrangement Overhead Valve Overhead Valve Overhead Valve Ignition System Solid-state w/Magneto Solid-state w/Magneto Solid-state w/Magneto Governor System Electronic Electronic Electronic Compression Ratio 8.6:1 9.5:1 9.5:1 Starter 12 Vdc 12 Vdc 12 Vdc Oil Capacity Including Filter Approx.1.5 Ots./1.4L Approx.1.7 Qts./1.6L Approx.1.9 Qts./1.8L Operating RPM 3,600 3,600 3,600 Fuel Consumption Natural Gas cu.ft./hr. 1/2 Load 77 102 156 Full Load 139 156 220 Liquid Propane 0/hr(gal/hr) [Liter/hr] 1/2 Load 34(0.94) [3.56] 46(1.25) [4.73] 58(1.56)[5.91] Full Load 62(1.68)[6.36] 70(1.93)[7.31] 84(2.30)[8.71] Required fuel pressure to generator fuel inlet at all load ranges-5 to 7 inches of water column for natural gas,10 to 12 inches of water column for LP gas For Btu content,multiply ft3/hr x 2520(LP)or W/hr x 1000(NG) CONTROLS 2-Line Plain Text LCD Display Simple user interface for ease of operation Mode Switch -Auto Automatic Start on Utility failure.7 day exerciser -Off Stops unit.Power is removed.Control and charger still operate. -Manual/Test(start) Start with starter control,unit stays on.If utility fails,transfer to load takes place. Programmable start delay between 10-30 seconds Standard Engine Start Sequence Cyclic cranking:16 sec.on,7 rest(90 sec.maximum duration) Engine Warm-up 5 seconds Engine Cool-Down 1 minute Starter Lock-out Starter cannot re-engage until 5 sec.after engine has stopped. Smart Battery Charger Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Automatic Low Oil Pressure Shutdown Standard Overspeed Shutdown Standard,72Hz High Temperature Shutdown Standard Overcrank Protection Standard Safety Fused Standard Failure to Transfer Protection Standard Low Battery Protection Standard 50 Event Run Log Standard Future Set Capable Exerciser Standard Incorrect Wiring Protection Standard Internal Fault Protection Standard Common External Fault Capability Standard Rating definitions-Standby:Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating. (All ratings in accordance with BS5514, IS03046 and DIN6271). `Maximum wattage and current are subject to and limited by such factors as fuel Btu content,ambient temperature,altitude,engine power and condition,etc. Maximum power decreases about 3.5 percent for each 1,000 feet above sea level. Centurion° Standby Generator - 8 kW - 10 kW - 13 kW EZ Switch'" Features Modeltt , t Modeltt t Modeltt :9 t No.of Poles 2 2 2 • Electrically operated, mechanically-held contacts for Current Rating(amps) 100 100 100 fast, positive connections. Voltage Rating(VAC) 250 250 250 Utility voltage Monitor(fixed) • Rated for all classes of load, 100%equipment rated, -Pick-up 80% 80% 80% both inductive and resistive. -Dropout 60% 60% 60% Return to Utility approx.15 sec. approx.15 sec. approx.15 sec. • 2 pole,250 VAC contactors. Exerciser weekly for 12 minutes Standard Standard Standard UL Listed Standard Standard Standard • 160 millisecond transfer time. Dimensions(H"x W"x D")Inches(mm) 26.5 x 12.5 x 7(658 x 308 x 172) Total of Pre-wired Circuits 10 12 14 No. 15A 120V 3 5 4 ' Dual coil design. No.20A 120V 3 3 6 No.20A 240V 1 1 1 • Main contacts are silver plated or silver alloy to No.30A 240V 1 1 - resist welding and sticking. No.40A 240V - - 1 Circuit Breaker Protected • NEMA 1 (indoor rated)enclosure is standard on the Available RMS Symmetrical 100 amp switch. Fault Current @ 250 Volts 10,000 10,000 • Pre-wired 30 foot(9.1 meter)whip to connect to the pre-wired external connection box. w2 • Pre-wired 2 foot(0.61 meter)whip,color coded to connect into the existing electrical panel. .OENERAC, —�..� Mechanical Dimensions in inches H1 Current No.of Height Width Depth Rating Poles H1 H2 w1 W2 100 UL Listed 2 26.5 in 29.25 in 8.14 in 12.5 in 7 H2 673mm 743mm 207mm 317.5mm 178mm Terminal Wire Ranges ' ATS Rated Amps Switch Terminal Neutral Lug/Stud Ground Lug W1 1 OOA 2-Pole UL 1 x 1/0-12 1 x 3/8-16 Stud 1 x 2/0-14 Design and specifications subject to change without notice. Dimensions shown are approbmate. Contact your Generac dealer for certified drawings. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. 637.61218 [25.1) [47.9) c � 731.9 O 4 [28.8) 4% o�P _ +•' CLNTURION 0 o o 642 [25.3) 76.2[3.0)PEA GRAVEL 1226 [1226 MINIMUM 48.31 LEFT SIDE VIEW FRONT VIEW CENTURION Generac Power Systems,Inc. • S45 W29290 HWY.59, Waukesha,WI 53189 • centuriongenerators.com by Generac Power Systems,Inc. ©2010 Generac Power Systems,Inc. All rights reserved. All specifications are subject to change without notice. Bulletin 0186200SITY-B/Printed in U.S.A. 09/28/10 I E N r I I v N p O D ) 'pInN c p t X O In In y �p N �O NK m W f wml_ aoOD cc >V1 M �OUO� O� v"i M0 (t yF Wd �NNw 01W 66 O 0 ,0 ,p D_ ~ o a o000o r- NV Q 0 w V Z y CC w z c 3 v w Q Z R00F� c H 3 Q a O D J Q \� DEEP INLDufE ON o y P MANAGEMENT AREA ° Z LEGEND AI� U 0M -i a- 0 o = z I- EXISTING DESCRIPTION BORINGS W O w rn FRANK N/EOERK£RFER N ■_ V J �ZF a C1 N LL Z TP BORING / TEST PIT LOCATION KLEDGE ■� N ►�- NILDUFE SANG7VARY s Q too COMMUNICATION U N J CX OVERHEAD CONN. LINES (CABLE, TEL, ETC.) y zi R° O O m � CX UNDERGROUND COMMUNICATION LINES }�o N i ROA o CONTROL POINTS � HORIZONTAL CONTROL POINT LOCH TION PLA � HORIZONTAL * VERTICAL CONTROL POINT s g� O VERTICAL CONTROL POINT " I BENCHMARK w I^�c t t � N DOMESTIC WATER � � � WX WATER MAIN VIN TA GE LANE-W — WATER SERVICE y GX FX — FIRE SERVICE LINE GX GX Gx GX ME- GX— — GX a � Z}t� g 0� — NPWX NON-POTABLE WATER LINE WQ — WATER LINE, ABANDONED Q _ ® WATER VALVE I NO7'l4'42"E _ �I_�_ WATER METER l0 EA 5 0 l" N l l/V /-"H V C/l� I � i66.vvca ' —_ I NOTES: ,,. O I. PROPERTY IS IN THE RR ZONE. N 2. PARCEL CONTAINS 411360 SQUARE FEET OR 0.94cl ACRES. Q CONNECTICUT LlG�IT - _ _ _ _ 3. PROPERTY DOES NOT FALL N/TNIN THE LIl7ITS OF A FLOOD ca � FIRE HYDRANT pONER COl-IPANY I HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE 0 L J U LIQUID FUEL I II I7AP NARTFORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) 0 J qOp >✓ LFX MAIN LIQUID FUEL LINE +� — I _ PANEL 38/ OF 675 MAP NUI7BER 09003C038/F EFFECTIVE DATE ¢ o6 &, ON 5EPTEI'13ER 26, 2003 FEDERAL E/7ERGENCY I7ANAGE1-lENT n- C -0 LFSX LIQUID FUEL SERVICE LINE NILLIAIl /'1 I I 20' STREET TREE AGENCY. a > I 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS 00 LFQ LIQUID FUEL LINE, ABANDONED I I LORI A. R rAN I I EAsEI7ENT IN FA VOR DEPICTED AND NOTED HEREON NAVE BEEN C017PILED, IN PART, E IRRIGATION /8 VINTAGE LAN 324 I TONN OF SOUTI-1 FROI7 RECORD /TAPPING SUPPLIED BY THE RESPECTIVE UTILITY C017PANIES OR GOVERNMENTAL AGENCIES, FRO/7 PAROL — 00 V/ IRRIGATION LINES I OLUI"IE 1857 PAGE I NINDSOR TESTII'70NY AND FROM OTHER SOURCES. TNESE LOCATIONS 3 N I I MUST BE CONSIDERED AS APPROXI/'7ATE NATURE. LIGHTING I I I I I ADDITIONALLY, OTHER SUCH FEATURES 17AY EXIST ON THE �► I POLE MOUNTED LIGHT X I I SITE, THE EXISTENCE OF W141CN ARE UNKNOWN TO DESIGN Z Ln m m o PROFESSIONALS, INC. TI-IE SIZE, LOCATION AND EXISTENCE OF W o w 3 GROUND MOUNTED LIGHT ' 1 I ALL SUCH FEATURES l7UST BE FIELD DETERl7/NED AND a 0 0 0 o a Xce 50 F. Y. VERIFIED BY THE APPROPRIATE AUTNORITIES PRIOR TO NATURAL GAS p 1 � I I CONSTRUCTION. GX — GAS MAIN I / �� I 5. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU D/G" FOR — N N I 2Ol 5TOR1„l DRAINAGE G UNDERGROUND UT/CITY I7ARKlNG AT LEAST TWO FULL-WORKING �` GAS SERVICE LINE EA SEl"IEN T IN FAVOR DAYS PR/OR TO START OF CONSTRUCTION / 800 922 4455 OR Go — GAS LINE, ABANDONED I NNGJ.CBYD.CON. POWER rn EXISTING MOUSE Q II TOWN OF SOUTl-1 ca Z w EOX ELECTRICAL LINES, OVERHEAD x l8 VINTAGE LANE NINDSOR EUX — ELECTRICAL LINES, UNDERGROUND FF=322.13 _ UTILITY POLE Tom, �\ I I I > z Lu W Z JO �T /RR/G q TIO ( I I I W U PROPERTY � ' ■ V — — PROPERTY LINE �9> CONTROL Q O IRON PIN /�� / VALVE H O MONUMENT / II ARTNUR R. 5ERENA a a Z Q /� / I / II I—IARTIN JR. Z ROADS � DECK NL EEN N. o l"lARC D. KA T 12 VINTA6E LANE GUARD RAIL DONA 15 3 lRE ti w VOL Ul"IE 1705 PAGE CI7 J SIGN 5 NA TUBES NA Y _ EROSION CONTROL VOL UI"IE l 7,?8 PAGE 338 ••• • v 1 I I ,;,•#•.•,:.# .'�•:•>f z;; ,.<• ° SFX SILT FENCE •��i•s: •v".:� N N I I ••'!' ' rPROF'OSE • 's' `" o SITE FEATURES i i '!�� CONCRFs7� �+ :.�Ire. ' • ® t 1 D .. . EDGE OF WATER .i• .�.� P�7`lO -p� .-ti•,•t' `• 3 / A P r R (s)I I W ~• �''••* •~•'•��r4. ' •w A� ' I I TOWN OF SOUTH WINDSOR X X BARBED WIRE FENCE I 1. / ,,,.t '�; .�\ 0 ENGINEERING DEPARTMENT —0-0 CHAIN LINK FENCE i I »�•• / DATE: _ = RAIL FENCE d I I PROPOSED ,� w / �� b I BY, � �,Z, 1 ❑ ❑ STOCKADE FENCE I I : p�OL r .4 q, U,/ rn I I —� - - + + WIRE FENCE ZII I TOG�3/7.5L �;:!1 J TREE �1IJ �.�;• / .�y R Z ilk i.�•O :tt;•tt�•v .L ••• ••xNw: a / I • TREE LINE I •� tM ,••� PROPOSE •~• •� � N SANITARY SEWER DIRECT RUN-OFF l7AP REFERENCES:I / SHED 7 ' / \ I I I. 117PROVE11ENT LOCH TION I7AP PREPARED FOR: VINTAGE z SX — SANITARY SEWER MAIN I O.O / lO' X 16' HILLS ESTATES, LLC LOT#3 - 15 VINTAGE LANE SOUTH O N — SSX — SANITARY SEWER SERVICE LINE I / P001- 561 /P y I WINDSOR, CONNECTICUT SCALE: 11NCN=40 FT. DATE: (n — SQ — SANITARY SEWER LINE, ABANDONED I 3�-t 50 R. )'. I I 4103103 REVISED: 7125103 DESIGN PROFESSIONALS, INC. ® SANITARY SEWER MANHOLE I I �� ( Lu \ I / F INSTALL Ei STORM SEWER \ I SF m N ILT FENCE 9 — DX — STORM DRAIN PIPE I I i II Do — STORM DRAIN PIPE, ABANDONED — RLX — ROOF LEADER — LID UNDERDRAIN I I \ II ® STORM DRAIN MANHOLE l \\ \ I� w ® CURB INLET I� \ \ \ a CATCH BASIN _ / — , > I 1 TOPOGRAPHY 3�� _ �316� g13 7�6.00' —�_ Z 4'42V �T O - �I�-- CONTOUR �� ���, I I — S87•l '2 Q o SURVEY NOTES: X 61.95 SPOT ELEVATION ujN WETLANDS 1, TN/S SURVEY AND /TAP NAS BEEN PREPARED PURSUANT TO THE Z O A WETLANDS LINE I I REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 Z -� TNRU 20-300b-20 AND T11E "STANDARDS FOR SURVEYS AND /TAPS /N W O TERESA NEr IR I THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT TONN OF SOUTI-1 NIIVDSOR A550C/AT/ON OF LAND SURVEYORS INC ON SEPTENBER 26, 1996. O N J 11 NATURES NA >' I 44�1 BARBER HILL ROAD TYPE OF SURVEY lS AN INPROVENLOCATIONENT LT/ON SURVEY - , Q a _ VOL UI IE 2300 PAGE 345 I/OL Ul"IE l 784 PA G�- 323 RECORD - AND IS INTENDED TO DEPICT THE LOCA TION OF O ♦ ♦ O EX/STING INPROVENENTS RELATIVE TO PROPOSED INPROVENENTS v AND PROPERTY LINES. pcu CL W THIS /S A RESURVEY BASED ON NAP REFERENCE #l. O ,� `^� • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND -� N `' VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS.N N �- YJ L - c = TO NY KNOWLEDGE AND BELIEF THIS NAP lS SUBS NTIALLY CORRECT SHEET m AS NOTED EREON. 12327 vl—1 LA14RENCE R. GEISSLER, JR., L.S. LIC. NO. Plan „na� aµ,.c,Ela"Aam � W building or alt � c ndmr„t d ,y attf! 1 'gr. ew*,state laws �^Nz Alf 00 BYHtllne 7.. :n ordRle;* ' V-"Ugrnt alto /in,d sauanp CLjftjw gvroved sub)eet to t anrthe owaww* �sates r-gulet,ng dk* "M :� Ni9til7 �oYed _ Wftp Red wilh vulhNng Imo` n� CIO" .L✓cJO t � / f;E.—zi [C i ION Or.CONING 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. DateL 3p Zoning Enforcement Officer FRECEEIVED APR 3 0 2015 South Windsor Buildin Department -a ID W^ T LL r= .- O 1 I 0 lita � 10 OL I LDH Wp N > cc WW CO C000 co >N UO LL Q v 01 � v�yi V yF Q Wa0 N 00 o Lu 1 N Q0 %0 a- = 00 co N V O 60 � v Z 19 H =OC z 3 WQ A, ( v Z 5i'_ c R0 F- 3r Q C g O 3 �Q M �\� PEEP IyLDUFE ^ 0 V MANAGS /EN 0 aT AREA o H ma LEGEND U — W J �°qa � W 3 � � � z. o Z = Z.N-. EXISTING DESCRIPTION �� W FFR o O N m W FRANK N/EUERWR N ■� BORINGS ���, = O = y uLL.z TP / ►�touFE Cc BORING TEST PIT LOCATION SANcniARr Q Q KLEDGE �a � �� � ~N Old COMMUNICATION m� BPS �R v wyw,, J ao W 0 Cx OVERHEAD CONN. LINES (CABLE, TEL, ETC.) ,?� N i o Cx UNDERGROUND COMMUNICATION LINES R n o"� OO L OCA TION PLAN 5CALE:I"_l,500' CONTROL POINTS e 0 HORIZONTAL CONTROL POINT 15 uIll HORIZONTAL * VERTICAL CONTROL POINT O VERTICAL CONTROL POINT BENCHMARK Wx �^lic 1"�c g I to, -n f i 51 DOMESTIC WATER g r Wx WATER MAIN VIN T /A ,/\//a^�/ E l Y LA E W �- L q j C O JQ — � WATER SERVICE G G — Fx — FIRE SERVICE LINE Gx Gx GX x x -- Gx G —x y S b2 NPWX NON-POTABLE WATER LINE — — '_ � E Wa — WATER LINE, ABANDONEDco Q ® WATER VALVE I N87'14'42"E 0 SEl"LENT IN FA VOR �_ 166.00' I NOTES: 0 /0 EA I. PROPERTY l5 /N THE RR ZONE. N p WATER METER 2. PARCEL CONTAINS 4/ 360 SQUARE FEET OR O.q49 ACRES. Q C CONNEC TI CU T L I Gil T — I 3. PROPERTY DOES NOT FALL WITH/N THE L l/7ITS OF A FLOOD � _ a FIRE HYDRANT pONER COl"IPANY I HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE 0 0 U LIQUID FUEL I I I MAP IVARTFORD COUNTY, CONNECTICUT (ALL JURl5DICTIONS� 0 Jhos ' OF 675 38 L 1 MAP NUMBER 09003CO3I E A 8F EFFECTIVE DATE LFx — MAIN LIQUID FUEL LINE PANE _I _ — ¢ 0a � _ 5,EPTEMBER 26, 2003 FEDERAL El7ERGENCY MANAGE/7ENT o- C 'a7 LFS X LIQUID FUEL SERVICE LINE I. , I I 20' STREET TWEE AGENCY. a � j c HILL lAl l l LFa LIQUID FUEL LINE, ABANDONED I I LORI A. RYAN I I EASEI IENT IN FA VOR 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS co 3 DEPICTED AND NOTED HEREON NAVE BEEN CO/7P/LED, IN PART, E r— IRRIGATION I8 VINTAGE LAN I TONN OF SOUTH FROI7 RECORD DAPPING SUPPLIED BY THE RESPECTIVE UTILITY � y COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL — Z) lK — IRRIGATION LINES I V�LUI"lE 1557 PAGE 324 I kVINDSOR TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS cn I I MUST BE CONSIDERED AS APPROXIMATE /N NATURE. LIGHTING I II ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE o r 7¢C POLE MOUNTED LIGHT I X I SITE, THE EXISTENCE OF WNICN ARE UNKNOWN TO DESIGN � _. L j m m o PROFESSIONALS, INC. THE 5/ZE, LOCATION AND EX15TENCE OF w o W 2 3 GROUND MOUNTED LIGHT I I II ALL SUCH FEATURES MUST BE FIELD DETERMINED AND cn v ( 50 F. Y. 00 0 oa vJ 3 #Y' I VERIFIED BY THE APPROPR/ATE AUTHOR/TIES PR/OR TO NATURAL GAS © O I A� II CONSTRUCT/ON. Gx GAS MAIN O I / �� I 5. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR GSx — GAS SERVICE LINE I O N J I I 2O SToRl-I DRAINAGE UNDERGROUND UTILITY MARK/NG AT LEAST TWO FULL WORKING EASEI"IENT IN FAVOR DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR — Go — GAS LINE, ABANDONED I I /�� NNN.CB YD.COD. POWER I EXISTING HOUS u I8 VINTAGE LA E e I II TOWN OF SOUTH Z EOx ELECTRICAL LINES, OVERHEAD �w NINDSOR �_ X EUx — ELECTRICAL LINES, UNDERGROUND FF=322.l3 I ~ ' V LLJ i.1J �, UTILITY POLE GA TEI I I z -7 \ / PROPERTY c I I �i /RRIGA T10 w O i / CONTROL— — PROPERTY LINE �I 9] V Q IRON PIN VALVE -� ,, I I SERENA a a z ❑ MONUMENT / I ARTNUR R. ROADS I N DECK /// l I I I"IA R TIN JR. o A A GUARD RAIL I"lA RC D. KA TNL EEN N. 11 I _ _ o / / I J � oO � DONAIS / I 12 VINTAGE LANE SIGN I w . 3�� IRE / ti I w I I VOL UI"IE 1705 PAGE 1I7 J = 5 NATURES NAY `� "••Z: _ o o ro I ® ~ EROSION CONTROL VOL UI"IE 17�18 PAGE 333 I I ~•�'% •~ SILT FENCE SF ry x I I •'�':h��:!PROPOSE �':;L, SITE FEATURES ;;'t f• CONCRFl t`, Y .. . EDGE OF WATER Yti: »'�;:�• 3 / X X BARBED WIRE FENCE I ."ti; // �".'J:!St,,% ••':• .+�,�•,'; / 3�A o o CHAIN LINK FENCE � I i ��, // i j/� -• '` I I d _ = RAIL FENCE CI � I PROPOSED •'�`' � /❑ f b ❑ STOCKADE FENCE I ' POOL �;`' LO Lu U Rl II + + WIRE FENCE / TOG3/7.50 •-'•' II TREE �r \ R Z TREE LINE •� _«�• � 't' • �''"�'�~' cal SANITARY SEWER DIRECT RUN-OFF I / PROP05E l "� I (n SHED MAP REFERENCES: t< Sx — SANITARY SEWER MAIN O.O' / to, X 16, l \ II 1. 1/7PROVEI'IENT LOCATION 11AP PREPARED FOR: VINTAGE z 14ILL5 ESTATES, LLC LOT#3 - /5 VINTAGE LANE 50LITAI O — SSX — SANITARY SEWER SERVICE LINE I / POOL EfJ /P ' y I I NIND50RI CONNECTICUT SCALE: I INC14=40 FT. DATE: (n — Sa — SANITARY SEWER LINE, ABANDONED I ,� 3� t / 50' R. Y. I I 4103103 REVISED: 7125103 DESIGN PROFESSIONALS, INC. Lu SANITARY SEWER MANHOLE � I / alp W ' STORM SEWER SF I / F INSTALL E51LT FENCE \ I 9 DX — STORM DRAIN PIPE Da — STORM DRAIN PIPE, ABANDONED m I II — RLx — ROOF LEADER — UD UNDERDRAIN I I t I I II STORM DRAIN MANHOLE \\ \ 1 I � � \ �, � II W N ® CURB INLET t\ \ \ \ ❑❑ CATCH BASIN / _ > O / I I Z TOPOGRAPHY 3�� / — —316 ' 316 —I— CONTOUR 58 '/4'42"N IT 0 X 61.95 SPOT ELEVATION I I SURVEr NOTES: � uj WETLANDS /. TN/5 SURVEY AND MAP 14A5 BEEN PREPARED PURSUANT TO THE WETLANDS LINE I I REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 z Z O -I TNRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND DAPS IN W O TERESA NENR I ,`,I'I THE STATE OF CONNECTICUT" A ADOPTED BY THE CONNECTICUT TONN OF SOU TI-1 141 N ROAD I I A55061A TION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1-7%. W O N lI NATURES NAY 44�I BARBER MILL R r,0`, ill y' TYPE OF SURVEY I5 AN Il7PROVEMENT LO ATION SURVEY - , Q Ya• o VOL Ul"lE 2300 PAGE 345 VOL Ul"IE 1784 PA GE= 323 � �t3O , RECORD - AND lS INTENDED TO DEPICT THE LOCATION OF O ♦ ♦ r- �� EXISTING 117PROVE'9ENT5 RELATIVE TO PROP05ED IMPROVEMENTS AND PROPERTY LINE5. O W TP15 /5 A RESURVEY BASED ON I'JAP REFERENCE #/. J > o O I • O HORIZONTAL ACCURACY MEETS CLA55 A-2 STANDARDS AND _ N VERTICAL ACCURACY MEETS CLA55 T-2 STANDARDS. = N ' TO MY KNOWLEDGE AND BELIEF, MIS MAP 15 SUBSTA TIALL Y CORRECT gAS NOTED EREON. SHEET 12327 vl—1 LAWRENCE R. GEI55LER, JR., L.5. LIC. NO. 0.5' Min. MANHOLE EXTENDED TO GRADE (REQUIRED IF FILL OVER TANK EXCEEDS 12') MANHOLES INLET \ o 6 "ro " %D -+ OUTLET II FILTER) �� _ ' 1' Min, I \ Filter Fabric � ounEr BAFFLE�\ 12' ^ ,NI ETB,IFF1£ ANTI-TRACKER PAD t \ CONNECTION AT MID DEP1H 0 6 2 STONE ON o GAS DEFLECTOR ,J 1' Broken Stone 2/3 REQUIRED CAPACITY IN 1 aREQU[REDSEOOND FILTER FABRIC or Screened FIRST COMPARTMENT AP�aPPARRTMENT Grave( 18' min, 6 Min LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH 4'-0' rein GROUND WATER TWO COMPARTMENT SEPTIC TANK \ & N, \ ttj O CB6 *DESIGN ELEV.) NOT To SCAM LEDGE I O / O / „ l N TAGS / LAN E TF: 314.95 V G INV(15"): 310.70 CD INV 18 310.40 TYPICAL LEACHING GALLERY -----�- I N V(30"): 309.70 2. STAPLE THE SILT � CONSTRUCTION 1. SET POSTS AND FENCING TO THE IL 314 PERCOLATION TEST: 21 ANGLE POSTS EXCAVATE A 6%6" SILT END OF THE POST PROP. 4 SIDEWALK 10' CL&P EASEMENT NOT TO SCALE 5' UPSLOPE POST UPSLOPE FROM POSTS. FENCING _ DEPTH OF PERC. HOLE: 22.5 INCHES FOR STABILITY / ' AND SELF- 20 STREET TREE EASEMENT CLEANING. © TP171 / IN FAVOR OF THE TOWN TIME READING CALC. RATE 95• OF SOUTH WINDSOR (MINUTES) (INCHES) (MIN/INCH) 1 ''- - I—, i X31 B5_ -�- 1 1 ` - 56 LF N 12" NOTES. 11:50 8.75 - _ - _ -- l- �- _ � ' / CONC. GALLERIES 11:56 11.0 2.67 ,-�- i 27 r_ BOTTOM: 314.00 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED 12:00 12.25 3.2 N / / / // I ! i ITOP:NV:315.00.54 WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES �" / / GRADE: 315.00 min. NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 12:05 13.75 3.33 4. BACKFILL THE `0 i I/ P-21 C `� / / / , 3. ATTACH FILTER FABRIC TO C> STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT 4 I X fZ SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT 12:10 14.75 5.0 FABRIC IT TO THE TRENCH THE EXCAVATED SOIL. Cl- / `� ` PROP. D-BOX CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 12:15 15.75 5.0 I n 50 F.Y. < 5 / / / t I INV (IN): 314.71 SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE COMPACTED I , I v ( 1 ' 1V 13.5 31 // / // 1 INV (OUT):314.54 FOR ALL STABILIZATION REQUIREMENTS. 12:20 16.75 5.0 BACKFILL X319 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. 12:30 18.25 6.67 1 " / I _ - : . `1 _ I= I I L� 31�1' 110.58 11.E 8 i GAR00 S I / 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE 12:35 19.00 6.67 I I 15 FF. 318.25 0 C.'a, WITH THE APPROVED VINTAGE HILLS SUBDIVISION PLANS. - - 5 " NO FDN 12:40 19.75 6.67 12 j� . 1 -p i � DRAIN � 1 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH I PROP. HORSE 13.0 12:45 20.25 6.67 ' `----"--" v DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION CONSTRUCTION OF SYNTHETIC FILTER BARRIER J 0 AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. Lot 4 1 21 • `J (q--BR) 28 LF N 4" CI 170 O �p , 12:50 21.25 6.67 O OW=31 1 25 11 S=2.1% / / Lot it#i 5. PARCEL ZONED RURAL RESIDENTIAL RR. 12:55 21.75 10.0 � , ` " FF-320. 5 N � � / I I 6 ATM HOUSE AS 88R TO BE OR APPROVED EQUAL AS HEAVY SPEC F EDIRI O TAB BL 2S�F IPHE 1:00 22.50 6.67 N N` 12.5' N 5. !, O I . 315.85 ! / // P- SILT-FENCE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. I (wjT, �(317 W }-{ O 9 I' 5,58 / ` t 1 (TYPICAL) t 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, rn 23 Depth Description Notes 7-169 Depth Da i t Note Tp-227 --Z I I 0 ` C0 1 �L / �e p " D•14" nescri Ion Dcpth Description Notes , 1250 GALLON IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN as Topsoil Restrictive®s 0-9. r solA)kllmSandy1.oam FINE SAND WITH LESS THAN 5% FINES, 9"-2T Compact Silty Loom 14•-2T Compact Sandy Loam el Cd I I SEP PLACED AND COMPACTED pa y y VAR" Cam dRedMcdSand&Gmwl(Ti \ / 25 LF 4 P C 56 LF 12 28'-32° Fine Sandy Loom 28-40' Sit Loom N N IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO I8"-6 Till I \ GRADE=316.75 min. / 32'-8' Till 4o:r nI fT1 � � \ / S=1.0% Iv CONC. GALLERIES TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT DTLedgc: ND I ` \ INV (IN):315.25 / IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL DT Ledge: ND DTWow. ND DT ND \ / O 9 DT Motar ND INV. OUT :315.00 / BOTTOM:314.00 „ OT Water: ND DTMotttmg: ND AREA AFTER TOPSOIL REMOVAL UNTIL 12 OF FILL. MATERIAL DTMottlir-,: ND DT 28• DTRootx ND I, / U INV:314.54 TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 'f / TOP: 315,00 SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. FILL TO MEET - 24 TP no Depth Description Notes Death Des«i tlon Notes t / �'�' < � � + GRADE:315.50(min.) TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. 0-29" Topsoil 0-1 Topsoil 29'-37' Boney Sandy Loam 12'-& Redd'tsti Coarse Sons(Possby Fil) I 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED 3r-9 Till 22-2r Origind Topsoi(?) IP226 4r--4 2' Coa o by--s' Co rse Sand TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. DT Ledge: ND 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED DT Water: ND ni DT Mottling: ND DT Ledge: ND ND DT Water 1 Lot FAVOR OF THE TOWN OF TP24 I 20' DRAINAGE EASEMENT IN 1 BEFORE ANY SITEWORK IS PERFORMED. DT Mottling: 35` � 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 164 M 0 th Dewi tion Notes 1P-171 r // \\ SOUTH WINDSOR I Topso+l ilter O-1 th Topsoil flip Notes I Iv THE DESIGN ENGINEER 2•-5r SityLoom 1r-44• Silly,Loom ! I o 41 ,360 S. F 11. AS REQUIRED BY THE HEALTH DEPARTMENT, s�•-e.s' Reddsh Medium SmdSHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 44-7' Till F \ TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH DT Ledge: ND DT Ledge: ND DT Water ND DT Water ND 1 / 10� 285 \-30" RCP CODE OF THE STATE OF CONNECTICUT, DT Mottling: 6'&throughout DT Mottling: 2r 1 0.94 Ac / , ` Q S- 5% 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT TP -300 Tp 22d FL(30")l: 308.70 OF HEALTH CODE. D th Descri tion Notes R 0-8 Litter opsoi Depth Dcacriptioo Notes / ' 5 O 1 � • I _4 --�-- 9 / 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS T-17" Sandy Silt Subsoil ale^ Compact edMed Bm dyLoam / 12•-4T Compact Red Med Sand&Crawl(Till?) 17%36" Medium-Coorse Sand 47^44^ heavily Mottled Med•Fioe Silty Sand ' 1 I N S T(A L L SOLID PIPE WITH ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. W-s' Loose Till 54^.6.5' arg/k;m Loose Mod-Fine Sand 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS DT Ledge: ND DTL.cdgc: ND GASKET JOINT - SEE TABLE DT Water: ND DT Water. 47^(seepage) _, \ PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DT Mottling: ND DTMottNng: Is" / j TP23 \I TP164 2C OF HEALTH CODE. BACKFILL DESIGN ENGINEER IMMEDIATELY. DT Room ND \\ � I WITH NATIVE MATERIAL WITHIN 25' 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND .SEEDED OR PROTECTED BY SILT FENCE + I OF $EPTIC SYSTEM. AS SOON AS POSSIBLE. 1 1 I I 1 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE SEPTIC SYSTEM DESIGN M.L.S.S. I I } RUNOFF AWAY FROM THE SEPTIC SYSTEM. " NO. BEDROOMS = 4 HYDRAULIC FACTOR(HF)=42 , ; 1 I� 312 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12 OF FILL HAVE (DEPTH=27��/SLOPE=2.1%) BEEN PLACED AND COMPACTED. NO. LARGE CAPACITY TUB/JACUZZI = 0 FLOW FACTOR (FF)=2.0 , I I > 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE 100 - 200 GAL. = 0 >200 GAL. = 0 PERC RATE = 1-10 MIN/INCH (4 BR) I I 1 76'00 - - -�-�� �� 80 EXCAVATION FOR THE TRENCHES. REQUIRED TANK CAPACITY = 1250 GAL PERCOLATION FACTOR (PF)=1.2 I �1 - - - 1 - ECU LATED 1 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO REQUIRED LEACHING AREA = 660 SF (PERC. RATE = 1-10 MIN./IN) `~� - I { S87e14 42 W / WET IDS BUFFER THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH USE SYSTEM WITH EFF. AREA = 5.9 SF LF DEPARTMENT. / M.L.S.S.=HF X FF X PF TOTAL TRENCH LENGTH REQUIRED = 112 LF = 54 X 2.0 X 1.2 = 101 LF � � _ - _ _ - � � \ \ OPEN SPACE 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR PROVIDE: 2 TRENCHES @ 56 LF EACH I I / I i _ - - - - - - SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. TOTAL LEACHING AREA PROVIDED = 112 LF I lot SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. #51-11//21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LEGEND LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. 00 ® IRON PIN TO BE SET 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. I // 1 1 / \ I I ���*��pF CONiV`°"<>. o MONUMENT TO BE SET I / + I I I 1 I 1 ,.�'��4°•' 'iSNFaC.T,C�''e 23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL _ _300_ _ EXISTING CONTOUR / 1 I 1 N V. =308. 30 / ' / ' �'`� 013 BE PROVIDED ON THE FOUNDATION DRAIN. 300 PROPOSED CONTOUR I 1 APPLICANT: + / I ► 1 / / = * ° ° X 287.3 PROPOSED SPOT GRADE / I / / v ° - - SILT FENCE JACQUES CONSTRUCTION, LLC 287.3 EXISTING SPOT GRADE 67 RIDGE ROAD I I 4 1 i/ / / •o`�ss, , -F- PROPOSED END. DRAIN i I 4 i � REFERENCE NOTE: (6" PVC @ S=0.5% MIN.) Q SOUTH WINDSOR, CT 06074 �`� BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS TELE: 860432-1823 ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT -G- PROPOSED GAS SERVICE - � � / PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, -�'1- PROPOSED WATER SERVICE I I I \ 1 ' HIGH / / INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. o I,it 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860•291 •8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS ` GRAPHIC SCALE , ■ 9V �BV�/i-�1 2. FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2I I tI I 40 I es VINTAGE MILLS ES TA TES LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY OWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ ■ BY A LICENSED LAND SURVEYOR PRIOR TO rafess�onals �n�■ CONSTRUCTION. ( IN FEET ) . DES/GN.•KM/ DRAWN•MHA CHECKED.• GBS Lot #3 - 10 Vintage Lane I3.MPRESSION THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 1*t. 0. Civil Engineers Planners Surveyors JOB NO.: 14JO DATE:• 10-25-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. - g y C15 SOUTH WUNDS'®T(R CO\N\ ;CTUCUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road south Windsor Connecticut 06074 DRAWING NO.: SERI/ER JOBS 1430 lot Ions 1430-3 ""9 uu,d that this plan and specifloations an-tn,. '.)f t the proposed building or alterations to b. d _ A. RECEIVE® / iiu'�.� _�07 ,-, str"i -� s stated in application ano w�ti: s'.in .end I agree to con"Pty with Ili zoning O /� O 2002 g and state laws and such rders as shall OCT l(..rr '!f by the Building Department during Pendency Is aPPlication and final issuance of q bulidlo, SOUTH VVINDS�,I,. it' ENGINEERING DEPT. i ' plan is approved suh)ect to the > .md cndltlr. n tha�rdlnances regulating building shoo h� r,J —th 6ihon.illY Approved 7nnYl TI/4C with c„u:nnh inspector 1� 92 7a-p UG 1 c 0 2UU2 South Windsor BUILDING DEPARTMENT 1500191 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/27/2015 GIS ID:92370018 FEE: 270.00 MUNIS APPLICATION# 201500423 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JULIANO'S POOLS ADDRESS: 18 VINTAGE LANE ADDRESS: 321 TALCOTTVILLE ROAD OWNER: RYAN WILLIAM M&LORI A VERNON ROCKVILLE,CT 06066 18 VINTAGE LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL 20 X 43 X 28 INGROUND POOL WITH 4FT HIGH FENCE WITH SELF-CLOSING/LATCHING GATE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY BUIL DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/27/2015 3:02 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000236 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/04/2014 GIS ID: 92370018 FEE: 30.00 MUNIS APPLICATION# 201400564l UIL G DESCRIPTION: APPLICANT LOCATION NAME: CJ SPECIALTIES ADDRESS: 18: AGE LANE ADDRESS: 631 HARTFORD TPKE OWNER: RYAN WILLIAM M& LORI A VERNON ROCKVILLE, CT 06066 18 VINTAGE LANE SOUTH"WINDSOR,CT 06074 DESCRIPTION OF WORK: BUILDING NEW STEPS ON BACK OF EXISTING DEC#WITH RAILS. SPECIAL CONDITIONS: - ✓� r ALL WORK TO BE DONE IN ACCO NCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. le, gii- CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/42014 2:57 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500153 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/02/2015 GIS ID:92370018 FEE: 30.00 MUNIS APPLICATION# 201500423 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CARLSON&ROBBIATI ELECTRIC LLC ADDRESS: 18 VINTAGE LANE ADDRESS: PO BOX 144 OWNER: RYAN WILLIAM M& LORI A SOMERS,CT 06071 -IS VINTAGE LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: BOND'AND WIRE NEW INGROUND POOL,PUMP,LIGHT,OUTLET,AND HEATER. 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 6/2/2015 3:57 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300102 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/28/2013 GIS ID:92370018 FEE: 75.00 mow,,,,,..,:, •wM .>,,w MUNIS APPLICATION# 201300157 ` `BUILDING DESCRIPTION: APPLICANT i ,' '° ': LOCATION NAME: MICHAEL BLASS - . ',,-'-ADDRESS: 18 VINTAGE LANE ADDRESS: 432 TRAILSEND DRIVES] OWNER"' ,RYAN WILLIAM M&LORI A TORRINGTON,CT 067P0r �Yz�� > 18 VINTAGE LANE '"``,SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALi 1p'KW GENERAC GENERATOR WITH,14 CIRCUITS PRE-WIRED AUTbMATIC TRANSFER SWITCH: SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE"'WITH TIIE`APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: , BUILDING OFFICIAL 2/28/2013 1 1:22 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600201 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 05/11/2016 GIS ID:92370018 FEE: 30.00 MUNIS APPLICATION# 201600556 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 18 VINTAGE LANE ADDRESS: 648 SULLIVAN AVENUE OWNER: RYAN WILLIAM M&LORI A P.O.BOX 875 18 VINTAGE LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL STATE 75 GALLON POWER VENTED WATER HEATER REPLACEMENT. 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 5/12/2016 1 1:59 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300088 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 02/28/2013 GIS ID:92370018 4> "��% ' � FEE: 15.00 MUNIS APPLICATION# 201300157 �,cWr.. ° ,`BUILDING DESCRIPTION: APPLICAN"I � � '� ',w' � . LOCATION NAME: LEE'S PLUMBING&HEATING LLC. :° ADDRESS: 18,VINTAGE LANE ADDRESS: 141 NORFOLK STRELT140t't" OWNER.. r RYAN WILLIAM M&LORI A r r•Y . ,Y. . , WEST HAVEN,CT OGSI6 E;' 18 VINTAGE LANE �_ :>�, W `"'SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL?I ;KW GENERAL GENERATOR WITH;I4 CIRCUITS PRE-WIRED AUTWAT1�-TRANSFER SWITCH... 10 INSTALLING GAS PIPING FOR GENERATOR.,;­ SPECIAL CONDITIONS: 41 ,.,y,1. � �1 s o � • � „vi ' ALL WORK TO BE DONE IN ACCORDANCE"WITH'THE'APPLICATION AND'PLANS APPROVED BY THE BUILDING DEPARTMENT. G° CONSTRUCTION TYPE: OCCUPANCY GROUP: � .. ; ., BUILDING OFFICIAL 2/28/2013 I I:22 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE