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HomeMy WebLinkAboutSFR 2003 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike . Uncasville, CT 06382 (860) 848-3030, Ext. 382 Building Permit Permit Number: 82003-0377 Date: 03-Jul-03 Map/Lot: 131/040-000 Owner ID 2512 Job Location: 28 ANDERSENAANE Unit Job Description: Single Family Residence Owner: Contractor: Hartens Pond LLC Andersen Builders 39 Edgewood Avenue 183 Quarry Road Westerly RI 02891- Milford CT 06460 Telephone: (401) 596-2236 Lic/Reg Type/No. NHC 3258 Exp Date: 30-Sep-03 Tenant: N/A Telephone: Construction Values Permit Fees Construction Information Building Value: $178,097.00 Building Fee: $1,072.00 Use Group: R-4 Plumbing Value: $12,096.00 Plumbing Fee: $76.00 Code: 1995 CABO Mechanical Value: $13,440.00 Mechanical Fee: $82.00 Construction Type: 5B Electrical Value: $12,384.00 Electrical Fee: $76.00 Permit Code: R2 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $216,017.00 CO Fee: $10.00 Plan Review Fee: $107.20 State Ed Fee: $34.56 Total Fees: $1,457.76 It is the owners responsibility to schedule the following inspections (minimum 411 hours notice required): Q Footing - Prior to pouring concrete ❑ Rough HVAC © Backfill - Footing drains and waterproofing ❑ Fireplace Throat Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble 7 Rough Framing 0 Firestopping/draftstopping ❑ Rough Electrical Fv-01 Insulation ❑ Electrical Service CRS 0 ❑ Final Inspection ❑ Rough plumbing and leak test Certificate of Occupany ❑ Gas piping and test Building Official's Signatur . . f Town of Montville Building Department Permit # 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, Cr 06382 Fax. 848-7231 One & Two. Family. Building Permit Application For 0~w Construction F1 Addition El A teration Accessary Structure ❑Other ra!`Job Location Job Description/Materials cJ Owners Mailing Address trams r" w City eon State- Zip Tel '2~7/ Contractor ,ev~i5.s-~ Mailing Address. A~ City_ State /t Zip s-Tel !Irle! / Contractor's Licerise/Registration Type & Number &-Z& . fit; Exp. Date _J_-?e I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner /Agent Signature. Date Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See *verse side far add dwwfrequirements) Town of Montville Building Departrn-t Receipt I . Tate -2 11 o No. ~a From:N gt3 Job Address: 2- ,Q~l G1~ ~ t .Jr~ Amount $ Z7 Cash V"k--) Check # ,,q Z_ (Orde one) 8.7~ ff k Received by Permit # 2 c) c~3 C3?!~ P ~e A) C l 4) Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (2 STORY) House Construction A. (E=Economy, A=Average, C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 2400 SF $ - $ 72.08 $ - $ 172,992.00 Finished Basement SF $ - $ 16.01 $ - $ - Unfinished Basement 1200 SF $ - $ 5.72 $ - $ 6,864.00 Kitchen 1 EA $ - $ - $ - $ - Plumbing Full Bath 2 EA $ - $ 4,229.40 $ - $ 4,229.40 Half Bath 1 EA $ - $ 2,691.15 $ - $ 2,691.15 Garages Attached, 1 car EA $ - $ 8,885.10 $ - $ - Attached, 2 car 1" EA $ - $ 15,113.70 $ - $ 15,113.70 Attached, 3 car EA $ - $ 20,913.90 $ - $ - Detached, 1 car EA $ - $ 11,657.10 $ - $ - Detached, 2 car EA $ - $ 17,456.25 $ - $ - Detached, 3 car EA $ - $ 23,256.45 $ - $ - Under, 1 car EA $ - $ 1,304.10 $ - $ - Under, 2 car EA $ - $ 1,757.70 $ - $ - Fireplace & Chimney Prefab 1 EA $ - $ 3,963.75 $ - $ 3,963.75 Masonry, exterior EA $ - $ 3,963.75 $ - $ - Masonry, interior EA $ - $ 3,701.25 $ - $ - W/2 fireplaces EA $ - $ 6,746.25 $ - $ - Breezeway/Decks Open 150 SF $ - $ 22.31 $ - $ 3,346.50 Enclosed SF $ - $ 94.76 $ - $ - Porches Open SF $ - $ 62.69 $ - $ Enclosed SF $ - $ 123.90 $ - $ - Heating Adjustment 2400 SF $ - $ (2.76) $ - $ (6,624.00) Air Conditioning 2400 SF $ - $ 2.84 $ - $ - Electrical 2400 SF $ - $ (5.16) $ - $ (12,384.00) Plumbing 2400 SF $ - $ (5.04) $ - $ (12,096.00) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 178,096.50 r "mY Is air conditioning included (YIN)? $ 6,816 PERMIT FEE Building $ 178,097 $ 1,072.00 Y Plumbing $ 12,096 $ 76.00 Y Mechanical $ 13,440 $ 82.00 Y Electrical $ 12,384 $ 76.00 Other $ - CO Fee $ 10.00 Plan Review $ 107.20 State Ed Fee $ 216,017 $ 34.56 iol ai Feed $ 1,457.76 Based on 2003 RS Means REsidential Cost Data 7/7/03 Gb/ Z3I Z11004 L4: 3Z 40134DZOOV +'F++r~r au a /+ct~T +p~/ ~ ( 7aTt(Ml~roo+Tr) aco LGIZ I ~FICA• OF UABILI 1 i INSUf° ZRR4 c L a6 24 03 Hlg SII~D #NI► 3."f 1NF®R ON 0N"r ANp CONPiPl8 "O RIOMTB UPON THE CER~6ND OR Mansfield Inauxance Agency Inc HOLOLR, THIS CERTIFIGA A0 IS FFORDED NOT I. A6.TER TN! Ct31iERAOlI AFF FFORDED By THE HE POLICIES BELOW. 11S xigh Street IN48torly RI 02891-1896 INSURleRSi AFFOR13040 COVBRAGPI Phons1401-596-2096 Fax:401-348-2060 INSURED IN$UKRA: !.MC =>nsttrant3e COm leave IHSumpw _ Amerioan Zurich Ins. Co Ande son lui3ders, LLC INaJIrEItG e~hwert ,AAdars*u MVMIdnood OIlx® (NSUReeo I U rUIIER E. I 1 t C v i_ WISES POLICIES Or WSURANCE LISTED SELLTW HAVE SEEN tSkl'F7 TOTHE IIVSURiO NAMED RAISM " MOT POLICY PER NO TANOkIG TwE ^.•i'; POLICIES t AjW, TEAM OR CONOITipIN OF ANY CONTRACT CK OTHM DOCUMEN'S WITH REINJECT Tii W THIS C+YOTIFIC RTiFICATE TE W 4AAY SE ISSUED ItISUED OR ACT TO ALL TMEIVW$. EXCLUSIONS AND 00NOITIONS OF SUCH • , ^ + t I~RTAML This IN!iURANCE AFfORl~EO Ev THE POLiGIfiS DEDCRSIfD H IN a SUB c'.3. I(.INS. AGGKEOA'TE LIMITS IIKOWN MAY HAVE OVEN PeDUQ90 BY PAID CLAIMS - TYPEOR'NSURANCE POLICYNumom LINTS 1 00 0 000 r W@RAL LIABILITY ; EA04 OCCUIIAEIICE i A I COWMML44 OENERALLIABILITY 2ZS469604 06/29/03 06/29/04 iPIREDAMAOE(A+pON111-0) LOO,000 0 CLAIMS t.,AOf OCCUR j _MiD EXP (Aly one Dyr Ion} $ ORF cob* FERSONALiADVIN:Lil1e 000 r.GENERAL AOORT~IAT9 Te e 2000,000-- -AL I AOC-RECATRLMTAPPo_aPER:I f PRGOUGTa-COI roaAGO 52 000,000_._ polloy 7-1 M, I.-lo urOMOetLEUnltl_ITr 1COMBINEDSINGLE LIMIT 61,000,000 .1 acciWw+I} 2X5469664 06/29/03 06/29/04 Ire ' ANY At I' CC; ALL 0WHin Al;Tar 1 609tLY INJURY . - = f poI Wes) SCHEI.IUr ! , AUTGS - FIREDAL)TOS ! IWILYINJURV I $ _ (Pee aeowaill NoN.CWNEn A,1170S FP OPERTY DAMAGE r i E _ - 1 ~ I►er aceldrnq .~i tAth ,R L IAS)VTY AUTO ONLY- EA ACCIDENT ¢ @A ACC S ANY A'RO ~a OR TN NLY: N6G S I _ . - ':T,AS I.tA!~II t: r~ 1 i EACH OCCURRENCE is 1 t $ OCGI n' ' i ~ ,tJlIMS MADE AWAEt1ATE _ _~..3. 1 CrsOUCTICI7. I ASTENTioN S $ wOAKEASCOMAUr$ATIONAND .r TORYLIMIT rMPLOYEPT Ltnr,I:. ;v a , GZZUBS43XI80603 02/11/03 j 02/12/04 FG,L.EAC14ACCIDENT $ 3.00000 I i f E.L. DISEASE - EA EMPLOYE S 3aaaaa 1 S.L. DISEASE.POLICYLNITT s500000 nqn Ur ,Owl ;:I, !,tLOCAI:CNS.VEAICLES[EXCL'JSt7NS AOOEO BY ENDORSEMENT Pe I 'r;:~ntry, a~Eidential HOLOER ~iDOrcioNALiNSURSE =ICATE D:INSt=RLaTM: CANCELLATION +~=L SHOULD ANY OF THE ABOVE CLrSCRISED POLICIES BE CANCELLED SWORE THE EXPIRATION DATE THERtOlr, THE ISSUING INSURER VALL ENDEAVOR TO M.IUL ,.1.Q- DAYS WRTTtN NOTICE TO THE CERTIFICATE HOLOER NAMED TO THE LE1eT, ■ SNALU T ~w^i ti f Mo>z Gv i 11 e, IMPOSE NO ONLIOA71ON OR LIABILITY OF ANY KIND UPON THE 1NRUREA, ITS AMSNTS OR Eai I :'ling Dspt. 110 1NOrwith-New London Trpk. AE NTanv>Er. TIP Vxlc,a8vi]lE CT 06352 +AuTH E I i ACdRu 26-S (m7 CACORD CORPORATION 119118 Town of Montville Building Department 848-3030, Ext 382 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET Property Address Job Description: V)(?_ Y ~'o j' c I C The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until &11 signatures below have been obtained. HEALTH DISTRICT 848-3030-882 Approved ❑ Permit ❑ Not Applicable Septic System Date Approved ❑ Permit ❑ Not Applicable Private Well Date WPCA DEP RTMENT 848-3030, Ext. 881 Approved 1 Permit ❑ Not Applicable Municipal Sewer Date House Trap ❑ Outside ❑ Inside Approved ❑ Permit # ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved ❑ Pertnit ❑ Not Applicable Director Date PLANNING & ZONING DEPARTMENT 848-3030. Ext. 81 In-Compliance 2 El Permit #:3-_ F1 Not Applicable Zoning 15ate In-Compliance ❑ Permit ❑ Not Applicable Inland-Wetlands Date wwy rry .4VOOD 5211COMe0 WX 640 1 STOCKS ~ , . WOW situ0turee uli 3.300 a J!+n 11196 M ek uetrite, lnc. Fri Sur 23 16:21 o 7•Q 0 7•Ad Pa.17 Ga•1T A•1•• , . ` b.~ttt or b4,. 394A 3ft4 a a C~:,F 3.00 10 3 1rr4 4 .i v lit~t tb Cyc` OJST tcrSPG1VP ~ 9 34 rs 3rc4 = 34= sE~ OEr u- Plate Offsets Ky): (1:0.0.0,0.0.6), 17:0.0.3,04•1111 LOADING (gsr) SPACING 2.0.0 Get OBPL (In) (We) Well PLATES (TRIP M20{20Qs} 11991146 TOLL 42.0 Plata Ilwraaos 1.15 re 1.0,10 VwULL) 0.30 9111 906 TOOL 7.0 Lumber trwmsse 1.15 6C 1.00 Yeff(TL) 0,42 9/6 794 SCLL 0.0 Rep Strikes Inc; YES WB 0,39 4iort(TL) 0111 7 rda SCOL 10,0 COde TPl Min t enptfr f LL don ■ 240 Wrtipht: 64 (ft) LUMBER r 6teACINO TOP CHORD '2 K A dPP 1650E 11.5E TOP 04ORD Sheathed or 2.40 on MtOr purlim 11P40114 DOTCHORD 2 X 4 SPF 1650F 1-BE 8t7T CHORD Rigid csNtng direcigr applied, 011 j}p0►a0eet rntm 1//11/.1 WE93 2 x 4 sPF fta ® c a N/y 10 REACTIONS grate) 1.19113/0-3.8, 7.166310.3.6 FORCES r. TOP CHORD 1-2=4135,2-3m.2675,3-4s-2676.4-1-2075. B-4m-7673, 0-7•.3135 s SOT CW)RD 7.541114110, Odt-1ti90, 9.10.1990.1.10.2300 . VVESS 2.90••1124, 410.546, 4•0■846, 6.11••624 JUN 2 117 1995 t.4 ~ 0". ~ NA;1s"~ `tO LOAD cesaa(s) 11) Lumber tncrasss•1.16, Ptsio lncroaseai.l8 y1•••.4 MEOIS~Q.+~•f '~I ~V_rf ••611••.•11• 1.••. VnfformLeads Me per A) J~t. ON~ Vert:1.2■-911.0, 2-3~-96.0, 3.4■-96.0, A-6■-0ie.0, 6•e■•9e.0, 6.7=-96.0, 7.8"-20.0, 5.9a-20,0, 9.10••20.0.1.10••20.0 Cal,c4n4ratsd Leads ttbe) Vert:1■•196.0. Y■-196.0, ti■-52.0, iq■.02.0 tt, • 91 DESIGN LOADING: • : ~ ~ ST!.i TCLIJTOTAL (PSF) 42/56 G 24" oc, 83/74 018.2" oc. 13190 Q 16' oc. This truss has been dest9r»d for a 20 psf bottom chord Ave load, spoiled concurrently with all other toads ~ wherever the clear dtstence between the top of the b00177 chord and any ether rnentber Is 42 Inches or greater. M c~ u 4•x8 '1t91111Parpoq °°QGr~(J~I • , s®`~~V F V~''ir~sii ot4111 POP, ~Cll 11 a9j' No. 5292 so; use . ~ Ze q i STEPHEN W. A% a ltl~ =act v; CA T. "/ONAL tMa"io <w;, 70NAL~ " ';"ik% ®w.ullvr;vAa - ver{Jj f d•.Id+s parla■sseers, 1t~tAA Af0?Jed on ttYtls Arlo Rst+eatets ~ >rlerolRS uete, " , Cssnn vaNd so, use only with Mask connsclots, thb deden `based onty upon POtaMMON "WO, and Is SW On e1dNAduat bullring component to be PAL, ultlased and boded vsrlkxft' AppAoabaty of design parametsis and Werper 61wrporollon o1 oomponsM It tesponsabMy of Witting designer • not truss designer. siccing shown It for btetal suapod of kwftlduat web memb#a aoM Addlilonai lsmpotagr btocdq to trav+e stability duwlno Oontttucft A R the " ' PetportsIblllty br the eteatot. Addgbad psrrsonent WCab9 at the OVID44211 0"WWO It the tespatAlbllky of the buk" dsegnst• Pot g9Mlat gusdanos i. e. deiY,rsry, wsdton esnrl trraofn0, aotaun tRe7•ia oauanfy etatsdard. Dee•N ewbMO spseyt•atton, and Nf0.91 At[Tsit rtxr' tegotding tob4oafl0n, "MY aar'trol, stdfi. . t-a'f 6 6 Y Job Truss Truss'rype i NSTOCKS 724 FINK C1ty Ply I WOOD STRUCTURES INC. 1 1 NEW STOCKS Q, 3,300 a Sep 201995 Mi7ek Industries, Inc. Fri Feb 02 13:0':57 1996 page 1 i-l-o-Of , l t .C. i7.7-15 1-0:0 647 67-15 241-0-0 5.0. 67•'5 bat t-o-o 4x4 sssssesssassssaf 3 ,,••~oF C ONM''•.,. s9t~ 7.170 jl 2 ft A-.~~,' Q ~''•,~'tP` '9 " rn ' sTEPHEN w. C'3 ++~+5 M. CA8lER. n, 1.5x4v °aS `q'~r fJ a~; CIVIL -l 2 1.5x4 ii ,a NO.31927~ a" 4 ©~a. t3tt12 I` 9®~pF•01ST fcQ`~r. iced ot~~y °.~CEkS~ ~~a~< ~SS1pM AL S sasaaoil 1 41 I Ir) 1 10 9 B 7 6 T° I 4x5 = 3x4 = 3x5 = 3x4 = 5 45 = t 6.69 f5-S7 66.9 24(Yft birYfB 66.4 Plate Offsets (x,Y): (1,0-0-0,0-0-0(, 15;0-0-0,13-0-01, (6:0-1-0,0-1.8), Cto:o-l-0,o•1-a3 LOADING (psQ SPACING 2.0.0 CSI "CLL 42.0 Plates Increase 1.15 TC 0.98 VeDEFL rt(LL) 0{18 (8R 999 M 20(209a) 19918 TCDL To Lumber Increase 1.15 BC 0.76 46 BCLL 0,0 Rep Stress Inct YES WB 0.20 Hort0t)) 0.0.25 07 8 5 99 BCDL 10'0 Code TPI (Matrix) Min Length J LL deft = 240 rva Weight: 90 (Ibs) LUMBER TOP CHORD 2 X 4 SPF N0.2 BRACING 130T CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-1-13 on center purlin spacing. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 10.00-Do on center bracing. sRj°°°•®c•r•° REACTIONS (lbstsize) 1=155710.3-8.5-1557W.8 eoA~ NE gi(l111/ Max Hrxa 1=-65(load case 3) . ya F ~~s~1'f FORCES r•" j• ~'<~~i rte r...Y.. TOP CHORD 1-2--2369,2-3u-2D59,3-4--2059,4-5-2369 T I ~ ('f k i Fir . • ~A~O BOT CHORD 5-6=1924,6.7-1254.7-8=125,4,8-9=1254, 9-10=1254, 1-10=1924 ee A B L C ER 1 v • WEBS 2-10=-587,3-10-826,3-6=82(;, 4-6=-587 1Af. i D s ~ STEPHEN NOTES - • NO. 6548 C;asLrH L S i A = 4 -44 1) This truss has been checked for unbalanced loading conditions about joint 3. WOO, -P, 10 _N z % 50 LOAD CASEJS) 4~ 1 Lumber Increase=1.15, Plate Incresse=1.15 N 910NA L E .se o Uniform Loads{ Ibs per R) •se4a11..ysasssdssss ~xf ~•0 •`r Vert:1-2=-98.0, 2.3=-98.0, 3.4=-98.0, 4-5=-98.0, 5.6=-20.0, 6-7=-20.0, 7.8=-60.0, 8.9=•60.0, 9-10=•20,0,1-10=-20.0 Z-41 . N AL Concentrated Loads (lbs) } (i5~r11~ Vert:1=-98.0, 5=-98.0 slssTro.,,, DESIGN LOADING; TCLUTOTAL (PSF) 42159 @ 24" oc, 53174 @ 19.2•' oc, 63/89 @ 16" oc. STiPHEA W. CABLER ® This truss has been designed for a 20 f sf bottom chord live load, applied concurr4&(t1,Uh' 1*bttWr, IoAas , wherever the clear distance between the top of the bottom chord and any other r_*f V )q'`4 1nches or*eat6A , . ,a,t This check conforms with B.O.C.A. 1993, Section 1606.1.2, Table 1606.1. • ~ ~ : ~ t<,~ 1'aC ;vs l'IO. 5292 ~<t; . r e ' N4& 4597 00 41 °r4dNA*-i1~ REGISTERED PROFESSIONAL ENGINEER j►svAMNG • ver(4, dea4a pammotera aasd RRAD NQrX8 ON rM30 AM ItS9E,f5s6 =111 J9$lrOlltJ6 oats. e.-® Design valid for use oW with MRek conn*ctas. This design Is based onty upon parameters shown, and Is lot on Indlviduol build6^tg component to be tnslosed and ioadled V*d1cally. AppNeabfilly of design parameten and proper Incorporation of eomponeni Is tesponsibMSy of building designer - nol buss designer. Bracing shown Is for lotetat support at individual web members only. Addlilonai temporety bracing to Insure stability during construction k the tesponsibNfty of the erector. Additional permanent bratcinq of the oveta6 situattae Is the responsibility of the building designer. For general guidance regarding tabrlcolion, quality conlrot, storage, dedvery, erection and bsoeing, consult OIT-86 Duality Ilandard, OII.89 bracing tpecUlCatlon, and HIS-91 ~ ~~~K i S~ Handting Installing and tracing Recemmendaflan available ftom Dust f+icle Institute, 869 D'Onohb Drive, Madison, WI 63719. . I{ V 0 JWvL5 7C f`ireplaceso B BC " w Jill • Sough - 22 _ 45-YW 0ept6h~ s~ 7W 11" DW *201/210 rip + T 20' 323/#" 13M NAIL' ,M ; hough Rough Opsning Wkfth 4V .4I- FLANGE:, Qpentng HaicPub , h" { 361x" OUTSIDE 4004N AIR GAS ;.rPt 91/4" FV GAS IJNE 36 ACCESS } ACCESS - 0- ~ 21" .f... 1 71Yi 2LEC a RiCAL ACCESS ! ! ~p" 131/4" i 'if elbows are offset to the back of tiae unit, chase depth will be 22W Fig. I. BR36 Series specifications and framing. MIN Q Porxjh 22" Opeaning 7 FYr1'~," Depth *20W + 20* W REC ESSEC am l~ 323°` NAILING ROUQh OW*V WId6t 41 • FLANGC ~ Rough 604' t)f+entng tit. R K..a C+:i7.. t I 3s' OUTSIDE 40'/4" H AIR AS GAS UNE GAS LINE ~ 3$ tilHl!4•: 2'!• ACCESS 7 ACCESS-1 I 141/x" fam T'Y• , 2 47 Accdss 36W .13'/4" s 4Q" 24 "if elbows are offset tc 0e back of the unitv chase depth will be 22%0 t"~s Fig. 2. BC36 Series spaaifical..ions and framing. i' Permit Number MECcheck Compliance Report Checked By/Date 1995 MEC MECcheck Software Version 3.3 Release lb Data filename: Untitled TITLE: 2400 sq colonial CITY: Middletown STATE: Connecticut HDD: 5945 CONSTRUCTION TYPE: Single Family DATE: . DATE OF PLANS: 02/13/02 PROTECT INFORMATION: COMPANY INFORMATION: COMPLIANCE: Passes Maximum UA = 407 Your Home = 352 13.5% Better Than Code Gross Glazing Area or Cavity Cont. or Door erimeter R-Value R-Value U-Factor UA Ceiling 1: Plat Ceiling or Scissor Truss 1176 30.0 0.0 41 Wall 1: Wood Frame, 24" o.c. 2506 19.0 0.0 128 Window 1: Vinyl Frame, Double Pane with Law-E 15 0.350 5 Window 2: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 3: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 4: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 5: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 6: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 7: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 8: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 9: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 10: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 13: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 15: Vinyl Frame, Double Pane with Love-E 9 0.350 3 Window 17: Vinyl Frame, Double Pane with Low-E 6 0.350 2 Window 18: Vinyl Frame, Double Pane with Law-E 6 0.350 2 Door 1: Glass 40 0.350 14 Door 2: Solid 34 0.500 17 Door 3: Solid 19 0.600 11 PROPERTY/STREET LINE SCALE: 1"=40' STONE WALL BUILDING SETBACK LINE 0-- S S------ SANITARY SEWER, MANHOLE El- D STORM SEWER, CATCH BASIN TREE LINE o0 - - - -290- - -J- - CONTOUR 2ti SF SILT FENCE FD FOOTING DRAIN CB 65 FM FORCE MAIN s~ A= 33'20'16" (9 WELL ~+c> J R=325.00' CB 64 T = 97.31' H 5 . (P~~~T.F. = 482.65 L 189.10' ~p FOp INV.= 478.9' CB 63, P .1>k X15 10.0' MH 55 \ MIN. CB 62 Z. , R acs. T.F. =489.01 L~ 2 cP cn INV.= 485.5 L=88 87 LOT 39 ' 24' x 24' FUTURE SHED OR POOL AREA A 24.d o $ 2~ygE o OL CONSTRUCTION cn D~p ENTRANCE LOT 41 ,,LOT 40 AYEA = 22,377 sq.ft. 10' x 12' WOOD / = 0.514 ACRES DECK & STEPS ► , / m q,$6 ~ 51'L 11 16 ~ Dc 1 -484 N47'15'34"W 274.80' 4S?- DATA ACCUMULATION PLAN PLOT PLAN LOT 40 PINE RIDGE ESTATES 28 ANDERSEN LANE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP M ON TVI LLE, CONNECTICUT IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SCALE: 1 "=40' DATE: APRIL 21, 200 BY: BENNETT & SMILAS ENGINEERING, INC. 415 KILLINGWORTH ROAD, P.O. BOX 241 MICHAEL J. BENNET / R.L.S. #10831 HIGGANUM, CONNECTICUT 06441 0RT_LOT40_PP.DWG