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HomeMy WebLinkAbout0056 KEVENEY LANE 5-p m "n N & W"A wi 1Y Ni K wc we HBO' r, gng� 50"01 ns,3.37, 77 1"9 06 q.1;"q-A& A� all ........... P, - ,",,�,1-' 'g. �,,g 5P 2i irn, 4, sm -.6 a.- .., , g 01" 11; MXA-A*:,- ME 4 0 4 -4 - 5 A 'j w(pno S, gg �g y,� A'I" , 1 5 - 91 � X, A k nww�Rmyu apg -H Ila ""i*""�,��,,��,,��,�,,,,�",-r.,�,� N�-. -2 0 111 "�2_-� As HKIN 62opw Z@h -N, �7A W. 4fK M -11�. `111,,,;��'- V �'-9 , 'M , - o�, - "M NZ X 'g W, Aliq� Rp k MN NO :'M Af, it. 04 ZEN X4 eta qi�XP4Y.,%;-,j, !4� Z3, 04 In OIN-f ggN R7, U v s� A- ;-F - , " �,-V&v -- --- - ,J - A 1 a, N�ro, MO. - 0- 77 65 R WAlk �0*- Now W �Ql -EWA R 11011 IR w ix I;M 3`- ,!-ggq,� 5 z";, mh k1p n ,A N A. 2 A S..,-, N--A-- - �q AN ,A -, - D'- ,,y t -.,�M ',Svi , ,��,T" I -,"Z- -- VAN "j- fa Mllgg ,rg .01 VOW x RE W. MEMO ............ . �I WT�' ........... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION: 404* "6 026t?&-Iq?4 Map Parcel'02G Application# � °��l �S Health Division Conservation Division Permit# Tax Collector Date Issued O� Treasurer Application Fee A&Io Planning Dept. Permit Feet 7S ` Date Definitive Plan Approved by Planning Board pX �� Historic-OKH Preservation/Hyannis U L � Project Street Address 6(D kEVWG-Y LA to E Village Owner Nell- 4 A+RLNE IRWRDAN Address'130� 551 EOXFOR6, NM& 0M3! Telephone 6DB _!�` ' 344-r Permit Request 'Tl OUTION OF 1STll`ICr .B&E A 6 * 0 RE 44AALED Tb Lux- LANDALL -iY "Pi M SAArmftoA V1g5 Ii +, MW &.1 LD Olt Kaz Tea ISquare feet: 1st floor:existing proposed 2nd floor:existing proposed 12 ;0 Total new Zoning District F 1 Flood Plain Groundwater Overlay Project Valuation Construction Type o® Lot Size�,��, �'�q St= Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Age of Existing Structure CD5 -q-- Historic House: ❑Yes %No On Old King's Highway: ❑Yes 4No Basement Type: �XLFull ❑Crawl ❑Walkout ❑Other �Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new — Total Room Count(not including baths):existing I new I First Floor Room Count Heat Type and Fuel: 1AGas ❑Oil ❑Electric ❑Other I Central Air: )4 Yes ❑No Fireplaces: Existing New�_ Existing wood/coal stove: O Yes --=0 No Detached garage:0 existing 0 new size Pool:❑existing ❑new size Barn:❑existing ❑new size y Attached garage:0 existing Anew size '7-4,(24 Shed:❑existing ❑new size Other: %F:I i Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 1A No If yes, site plan review# Current Use 'l li: FAWC,< AA aE- Proposed Use <1146'LE FAM10f AALJAF pp►► BUILDER INFORMATION Name T c� �d(��, I IBC . Telephone Number 528 26Z � Address'—P0 b( �1 a License#_('6 009 004 ` ARI�S�'L1� Home Improvement Contractor# 1 5 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO LOCAL LMDA - ;'M v l SIGNATURE DATE �' 101 • n. LL FOR OFFICIAL USE ONLY- PERMIT NO. i r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t - DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE S1 . ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH ^ ` Y FINAL - GAS: ROUGH r FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. i r S Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS. 1639. , (508) 862-4038 rFC MA'i s Certificate of Occupancy Application Number: 200704975 CO Number: 20080191 Parcel ID: 351026 CO Issue Date: 10/10/08 Location: 56 KEVENEY LANE Zoning Classification: SPLIT ZONING Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: WILLIAM RILEY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: ioX 0 0 Building Department Signature Date Signed `OF,HE) � Town of Barnstable O,e BARNSTABLE. ' Regulatory Services MAI;'.;- 1659. Building Division p�FO MP'�s 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice / Type of Inspection a I Location ���P fc vE K Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Vs y A-C-L qb-r LJ f PC—s tDY LE c of=r= C- © t(' S �G-ey ©ram _ fC- r Please call: 508-862-4038 for re-inspection. Inspected by L ! :1 1 WV 2- Date 1 O b v',; TOWN OF BARNSTABL �� [ ��HE T u ldin g Application Ref: 200704975 BARNSTABLE, * Issue Date: 09/10/07 Permit . y MASS. �p i639• ��� Applicant: WILLIAM RILEY rFG MAC A Permit Number: B 20072175 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/09/08 Location "56 KEVENEY LANE Zoning District SPLTPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel '351026 Permit Fee$ 2,624.00 Contractor WILLIAM RILEY Village BARNSTABLE App Fee$ 100.00 License Num 069004 Est Construction Cost$ 640,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND DEMO EXISTING HOUSE&GARAGE-BUILD A NEW TWO STORY H MFTHIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: RIORDAN, CORNELIUS&ARLINE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL f Address: P O BOX 557 INSPECTION HAS BEEN MADE. FOXBORO,MA 02035 Application Entered by: JL Building Permit Issued By: _ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY.ANY STREET,ALLY OR SIDEWALK ORAN ART THE , EITHER TEMPORARIL R"PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLYPERMITTED`UNDER THE ILDING C MUST BE APPROVED B THE JURISDICTION. STREET OR ALLY.GRADES'AS WELL AS.DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE,OBTAINED FROM THE DEPARTMENT OF,PUBLIC WORKS_ THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS., MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). ' 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). =04 W- 1jo lVIR,X Mw'&, \` t 0, "'Wt, " ' Na5 f Fk? W 77 o BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 -��-- � ��, ��:,—v� 2 -��r o�, 'P�� �v�l—Z-'Z^o g 2 3 �p/� 1 Heating Inspectip Approvals Engineering Dept Jb � a V, Fire Dept 2 -}; ,��1 A S Board of Health `L�� o �. i3 R r y�cfz F� s Y rm yo t, ^.rr �" a�" "c '.se.+-1-,;�a�+t.-dri',�.e�r'�J•m',.r�.s'+ „y,� .. � ' _ � µ N%.+��°'?-L..{xsz^..9f�.,4 n+'P.,+'°n+fGi•3.^s'�-s'�L,.rt'h�."-•'"�.,w'Y`�i�++w..'.s,��'�^�ytr`b+r' "' ++Stikk �' ,3��if"�i'�tl��cR.�nr�u}'�'t'�s��":�.t^.,,w�4.:M't,7'S'r�•+r. IKE 'Town of:Barnstable BARNSTABLE. ` Regulatory'Services .MASS.t639. �0r Building.Division . 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 linspection Correction Notice TYPe.of Inspection j Location �,� r�. yO q `/ Permit Number Owner y Builder One notice to remain on job.site,one notice on file in Building Department. t The following items need correcting: 6), r Please call: 508-862-4038 for re-inspection. Inspected by Date t °FtHE r Town of Barnstable Regulatory Services 9SMASS. Thomas F.Geiler,Director TEp 39- 1% Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, en'VJIM5�' J l tel �i�'•A , as Owner of the subject property hereby authorize `/ CO N "�//you� ��i t�l�.� 91 401 Lcton my behalf, in all matters relative to work authorized bythis building permit application for: (Add ss of Job) i ' IZ 2-/b Signature of Owner Da LAORpfec /V 5 R to R Doi-f- Print Name Q:FORMS:O W N ERP ERM S S ION AUG,�07-2007 04 : 39 PM PROV COLLEGE SOCIOLOGY 401 865 2232 P. 02/03 SM0194-0032 -CS-09 12 413 WS089 QUI'I'C1t.AW BRED JOSEPH R. DELOREY and THERESA S. DELOREY of Foxboro,MA for consideration paid ofO RED SIXTY-NINE SEVEN HUNDRED and 00/100 ($169,700.00)dollars a As grant to CORNELIUWORDAN and ARLINE K. RIORDAN,husband and wife as tenants by the Entirety Of Inman Lane,Foxboro, MA 02035 with QUITCLAIM COVENANTS the land together with buildings thereon situated in Barnstable (Cumtnaquid)Barnstable County,Massachusetts bounded and described as follows: Beginning at the Southwest corner of the granted premises at Keveney Lane and at the Northwest corner of Lot#1 as shown on plan hereinafter mentioned; Thence running Northeasterly by Reveney Lane one hundred thirty-five(135)feet to other land now or formerly of F.Howard Hinckley shown as Lot#3 on said plan: Thence running South 57° 21"20"East by said other land now or formerly of F,Howard Hinckle y,two hundred thirty-erght and 36/I 00(238.36)feet to land of Elsie E. Coughlan; Thence running South 42'30" 50"West by land of said Coughlan one hundred thirty-Ave(135) feet to the Northeast corner of said Lot#1; Thence running North 570 29' 10"East by the northerly Hue of said Lot 01 two hundred thirty- four and 981100(234.98)feet to KeNanpy Lme and the point of the beginning. The above-described premises containing 31,600 square fm more or leas and being Lot 02 on plan entitled"Plan of Lots in Barnstable,Mass.Belonging to F. Howard Hinckley scale I inch= 40 ft. Sept. 5, 1941,Beatae&Kellogg, Civil Engineers,Centerville,Mass."which said pin is duly recorded with Bomstabte County Registry of Deeds in Plan Book 66 Pegs 73. For our title see deed f}om Mary Lillian derrior to us recorded in aarnstable County Registry of Deeds in Book 3722 Page 220. Exerted this the I day of May 1996. `f i 1 TOLE Ct1 WY DEEDS RE; 01 REGISTRY OF DEED b131.01ZE RAINST COIJRTY EXCISE T AS 1 T RMA S.DELOREY TAX 501.40 GF°f if:tC 387.bR OHCI( 5ti1.40 on 8400ABOD 12100 aoi Nttt 12:08 EXCISE; TAX MWTY EXCISE TAX ;�' AU.G,07-2007 04 : 39 PM PROV COLLEGE SOCIOLOGY 401 865 2232 P, 03/03 BP 110194-0033 96-f05-03 12,18 #0250eO COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,ss May.,,,jf.._. 1996 Then personally appeared the above-named JOSEPH R DELOREY and THERESA S. DELOREY and acknowledged the foregoing instrument to be their free act and deed,before mi. Notary Pub My Commission Expires: ...r , �dc�Conant�elps7A,A0ip •;��,�SH "•.. . . 1 BARNSTABLE COUNTY RE31MY OF DEEDS A TSUE COPY,ATTEST AO E©1ST6R BARNTABIE REGIMY OF NE JA .R DG e. SMOKE DETECTORS REVIEWED q-to-off *STAA+3BLE183UILDING T. DATE m FIRE DEPARTMENT DATE Q m BOTH SIGMATURES ARE REQUIRED FOR PERMITTING L) 1Br? F1 CARBON MONOXIDE ALARMS MUST BE INSTALLED PER1 MASSACHUSETTS BUILDING DE - - - -- n — -' r ❑__ ❑❑ - -❑ _ i❑ 1❑ ❑ ❑❑ _ -- ❑ _ _ �❑ r J ❑ ® r ,. i - - ❑I-rI-fTIT�1�❑1 -� l - < Z Z LU w un -------- Lu L-i L-i L-J L— L-J ul z Q FRONT ELEVATION Q � � SCALE: 1/4' V—O' }— Lu Lu Z 49>9 • 0� S&dEET C DESIGN BY:RYCON DRAWN BY: KW DATE: 7% /07 i y 1 � �d fv ° .�i a � lie) - - _ - _ _ - IY�9 ....... luo -4. - _ kil To M Mlil I! UE L-Li �tu -zz � 4 REAS ELEVATION 5GALE: 114" V—O" uj LU ILLY L . SHEET DESIGN! BY:RYGCAV DRAWN BY: KW DATE: 7/5/07 s` `I r 74 �i ------ ------------------- �a V FFF F E AKEG_ WIT H TelML I- I rum M— ! c� - LAI -r=- 1 EL-F- AT I ON - (LYING-_ SCALE: 114" 1'—O" RAKE —_ I I -__-=-__== _ _- _- _-- Q tu tu — --_ 2 � Hi-- - - -_- tu SWEET �F� 0 JL RIGPT ELEVATION DESIGN BY:RYcvN DRAWN BY; KW SCALE: 114° DATE.- 7/5/p7 fj oa i V-2aAR31 AR31 ARST ARST AM 0 K rb 7 G#wi5 CXWIS CXN115 GXbdl6 GXWiS STEP I _ ----------- - - --------------------------- -------- - --------_-- - - __- _--- TC - AM lur o AIBI - -- � - — p - -- - I p L _ GXWIS AR31 Ef6 AR31 GXw - -- ... _ - --- _ -- --- I35FbJ}I6ObB CkdNf�S FWWWWSA cn g o ` a KITC'4-IEbti! ip NdF$16,11 h 6 25 GREAT ROOM . .V-2 f9.G`yi REF. U Y 3 J_1_LJ_J-1_LJ p p_ T2 CARTE.7-042 9D 2A 5/!3° FIRE RATED 4° GOPlCR j — ------------ -- ,. r I FlF2E GTP�. BETJNEEN 6 MIL VAP� FS RATED AND LIMING PITGH T DOORS — ARFAS ON. P�hITRY _ ca - L--------J + Ial v =- -=aNAB(C IN Ez T 2 -.. - BCnKs D3OOK5 FOLDING = ---- i"iASTER m Q J _-- _ GLOAT-_ \ ---- -i-i'-i------- W&® s - 2 �� --- - -4 5q-1 W im - 2A I 7NC2442 Aq- 2"Mum K.gApjwjj - --- -- -- -- \ -Tfl"B2s52 ED �/\ ED LE-')J li OPEN TO STU12__. T_—_.—..- - ,_ABOVE MASTER 1 TEEL BE AMI— —— — 7'x4' ON DOOR 7'x9' 01I DOOR — z zLaw 04 Z i \ 10'-81 i i f4'-8° T � Lu w TK2652 �<�) 2� Go- 52 6 GS SEAT BOOKS SEAT �✓ TW2652 Tw2652 fl 41-0° 9:_On1. 9i-On Tl s 7,_On TWDffi52a 2'-Ila --5'-G° A'-O" I'-7° 24'2'-3a —14°-0 - O" � S �9 RS"T t FE,�UR fi LL�1�1 D�sl�l� ar:RYcory DlzAwra ��'= I�w SCALE: t/4° s i'-a° DATE: 7/5/0.7 121-0 — —._ 7�_ya _.— fir--=• r ---- -- —-- 1 =amat-° ,}. W_2° 02 1�r 2i> -- — �`' � Y L- 2g i o i Fa, - v _ - y - - TN12432 �MY a 14'_8e __ ��'-8._ O� ___..-------- 77 o T $�DRt?Oi"f _ (3)7 1/2° LYL�DR I 29 22 — IXNI— i �/� `:✓ _:....: ABOVE FLIlSLI 2-0 iZ 2g -- 2-4 o v 22 212 Acc6s -- - — __— _ 2A - _—-_ : -------_ -_ - .— A61 tu T =. -- -= LU —-=-= I i I ra i I sN -- LU Tm4a2 Z Z In -- ------ - ---- --- _-_— Lu ieq ° -" 14'-0° PI N SCALE: 1/4" m 1'-0" DESBGN SY:RYGON DRAWN BY KW >A'1E 7/5/07 r 59,_On 2i'-0° 14'-6° _---.-- --..—. _..-------- e�6W--------.._.. —'--- 7—0° 7—Pm 7�_Om �•-, -- 77777777 ... 00 I I ' eq ° - I I va I -; i Z-240924°x4s° C4kCRETE PIER TYP. _ I T a I ------------- I - - - - ------- ----- - - - - ----------- --- ------ ° ®� o���" 6 o®m77 a a Ff� _ i LlLn ----------- I I L a_�e Irz° LVL GIRDER I I n I r I l 3 t/2° DIA. STEM.COLUMN! �x7'-R" CDNCPZM WALL I I I _� 301u3063tW CONCRETE PAD, 10°xt60 CONTINUOUS FOMNCa I p EXTEND SLAB FOR sHtss kz-i �� DROP WALL 6°— 17, ------ ---------_-_- I ad 1 //a I I i 33ss-W DI�s�MUM GO I I �,46 CONTINUOUS INS -- i I0°x30°xt2° � PAD I I I I Gk-oi 61 Ell DOM 6 56SE ENT CONCRETE SLAB D - ® . E4 I I VaPOR.BARRIER / , e CaARAC�E I ; I VAPOR BARRIERLAB e i / : '.-%" I PITCHTOr RD DOORS " I aiI/r VIA`STD GIRDER 8 I I I 30°x30°x12° COW-P.FrE PAD I I I I L LU I I I I STUD WALLS LU I I W-5° 6°-5° `—S P 5° 0-5n F,e_7m I b I I DROP Wall. 00° DROP wlAld. IO° ! K I 0 I I AT IXUOR AT » iLU D —L--- ---- - - 2- I o, °EE QZFT ------------------ —2-q /2° LVL GIRDER 3 1/70 DIA. STEEL 30x3 °xl2° CONCRETE PADtu CONCRETE t0xt3° CONTINUOUS F ING 777 _ _ --- � `L_--_- --- -_-__+-_--__-- --- SHEET 40'-0° 14'-0° A6 F®UNOATION PLAN DESIGN By.RYG. 11.0 ON/// � SGALE= KW .i/4° m °°�0° DRAbVN BY= DATE: 7/5/07 RIDGE VENT -- -- 14" LVL RIDGE BOARD 02 ASPHALT SHINGLES I`°j D f2 %1W CDX SHEATHING --------- -���r R30 F.G. INSULATION � . � ' 67• �l ��y 1PT ,c -1 . 1 i _ 1 STRAPPING \--- 1/20E - 3 1/2ix a F CROM MOULDINGASCIA 4 MAKE 5D. V�GYP. BOARD °5/B" PLYWOOD SHEATHING/ t/2" ROOTING UNDERLAYRLeGER MANE/ FL.O�:TING P.T. 05=/ �J k nREVERSE TAPER SLEEPER.° ! DECKING° GUARD RAIL � / SECOi�D FLOOKNEE, , 771 C.OY,t'P'. VFTdT1NG SST �/l�,� _e'!- IS 16° oc. ixa3 FASCIA °�=-- n 7/8° A.1Sia .l0 TSW 0/2 I- IS S Ifa O.G. ALUMINUM GUTTIB AtdD L�3�diV SPOL f S. ------Ix3 STRAPPING FRIEZE WARD AND 1 LDONGS TYP. In. GYP.BOARDZD 2uro sxr. rubs I6° o.c/G" RIW F.G. INSUL./ ro o TYVEK WRAP/W.C. 5HINGNGLES — I FIRST FLOOR I 1 —3/4" CGS SUBFIADR ----- 6° FIBER29_ASS INSUL. Q - _ _--- " " --- - -- P.T. 2X& SILL t SILL SEAL VL GIRDER - - 2-"P tit LVL 61RDER 2-R 1/2 L AT 4' O.G. L6 .. .. Imo' 1 � VIM - It in IIII CONCRETE SLAB ------'-8°x 7-9° CHIC. WALLS Q�f VAPO2 BARRIER DAMP pRO2SI BELOW GRADE Q Sit- Z Z Z � SECTION "A" SCALE: 1/4" s I'-Q" Lu >° Lu SHEET D t SIGN SY:62YCUN DRAWN 5Y: Kw _ DATE: 7/5/07 b �-Y �I u CJ) E Ll. C` FTC 0 �� @® . �� ��• UNF7NI9NED � C K' a`d o caTOi��Cxa n 4,_0„ I_ F — 170ilk3LE JOISTS \ _ W3 t31 -- ——— UNDER DCfM'MR(MALL IMWU -----Yu3 STRFIPPIN6 ---STEEL BEAM STEEL»EAM— 4 (( + 1/2" GYP. BOARD � C � M a4 O FAR SM fIR5T FLOORGARAGE 6 3/4" OS'8 SU5FLOOR .. 6' FBZRGLASS INSUL. �—.$" 60NLRETE SLAi3 — - -- . �. VAi'0R 13eFeRRYER F169..vT i-' 2-9 1/2" LVL GIRDER----) LLILu -----� Lu M ZZ 3O° 4 tr u 1 zL SECTION II5° SECTION "C" > SCALE: 114" - V-O" SCALE: 114" Y'-O" uj e9 iLf SHEET AB DESIGN 5)'-RYGL)II I DRA N BY: KW DATE: 7/6/07 PT?ti0'a I/z° I-J015T5 4 t/2° I-JO75T5 � O.0 _UMaR GALV MET �r x F3D V�f/ AL HAtdCc,EFt AT LCANt-R LWEL 2)R 1/2° LVL GIRDER —R 1/2° LVL _ _ 0 RIM JOIST ' AT DECK BOX STAIRS K/ R 1l21 LVL(2) R 1/2- LVL GIRDER - ---- C� 4 i/2" t-JOISTS li 7/13° I-.t415TFs R,i/2° 1-JOIST5 2)R I/2° VL.GIRDER - ° 1 2 7/8° LVL' ( 11 7/d° L ' -p i � U_' R rrt° L - `�. 2 R 1/2° LVL GIRDER11r `SA _ � �' � rp 0. STAIR 1§OX n I It LVL - - 6� F / 3 -- - - A I I cl-05 T11 (2) R I/2° LVL GIRDER AT DEC4Z -- STEEL BEAM QOIJBLE JOISTS p UNDER DOM IER WALLS TYP.— � A �1 FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN SCALE: 1/8" a I'—O" SCALE= 1/8" 1'-08 FLAT W/Rijaam lb.B MEMERAW 0t9 � z z DORMER �— ® � Z Z 14° LVL RIME LY6 MOrdLu IB 7� t - e °MJILD O'VER" \!.__ --_ W Zo fALLE T/8° "(3) t L �3e9'® Mt2 t242 g{y MP 12G12 (s) it 7/w; A11-1 SFdEE f LVL'a ROOF FRAMING-PLAN DESIGN $Y:RY'GON SCALE: 1/5" p 1'-0" DRAWN BY: Kw DATE: 7/5/07 .. .�,� �� �� � ��" �� � � t3, y�`` `�/' _ � �,� � .... ' �x'�',�'�.,D .. y ,. �- `, a 1 ASSESSORS KAP 351 PARCEL 28 .156 ANVENEY LADE; 5ARMTAELE° ZONING DISr.RIM RT 1 O VERLAY D HT'C.*% AP RIIIL.DMG SE°3EACA S. �p'�p� 30' ONT SdXAFJ -Pb21AEY151, DEED RE°I"ERENCE 10104-35 Y FE MA BA TA- ZONE FIRM PANEL -95001 001. .D HAMLETS MAP 'MED.' �i�1y. 2, 199�2 � �® LOCUS �99�L P0�9®. ROUTE �. a 6A FOCUS MAP Azz I` �® �® .0 �O F o 2° 2° CONC. . LOT 2 COLUMh�.S . C 0 31,279±SF FND . ry0 l f�f j V� FO UNDATION CERTIFICATION PLAJV �® Prepared For. 56 K-E VHIV-E Y. LANE In Ba rns to ble, Massa ch use t ts° *►►��oe� a Scale: 1" 30' Date: September 30, 2007 �4�p�SH .Mqs 9 GRAPHIC - S C ALE o��o QE�s 7F9�o cyGN ` Stephen J Doyle a d•Associates d sr Jat�EN 42 Canterbury Lane, S Falmouth, MA 02536 0 0 0 0 0 . o DOYLE rn s t < 09 #375ss ;, a Telephone., 5081540-2534 CB e e 0 ssio Re -%,--lam BZac FND �s 9y �Ey aaa Di FEET ) v i inch = 34 it c i � L� r NO. DATE DESCRIPTION 8Y j , ------ 4" PVC vent Pipe -{� ] Jwith Screened Opening T.O.F. EL. 42.D' I VJ �e V V IV, 7'_ D._J T Finish Grade El. 38't 36" Finish Grade El. 37t 6„ 6" WSton�. I 1/B" to 1/2" IYashed Stone ® 3" Thick INV. EL 0 Dia. RISER 0 Via. 12.83' --y Finish Grade El. 37f 33,85' 34' 0 24" J lllllllll ��I111111Illllill�lllllllilllllllllllll s llllllllllllllllililllll! 111111IILIIINII �� RISER 34' as 8.5' � � EL o c�o 0o r=► F Q� ro" grin. r4` grin. INV E a a a E. 31.17' o� INV EL —� �'-- INV EL 00 Number of Trenches - 1 INV EL m== m e o e e �0 9elory Floir Line , 33.20 Number of (Chambers - 3 --48" 8"33.55' 33.3033.17 3/4" - 1 1/2" Trashed stone Liquid Level 4B" 4 HOLE DISTRIBUTION BOX PROPOSED LEACH TRENCH - END VIEW 33.5• Install Three ,500 Gallon Units � HALLETS tiF j w th Four Feet of Stone at Sides and Ends. off' MILL POND f 1500 GALLON SEPTIC TANK - H10 LOADING PROPOSED LEACH TRENCH oLOCUS to ROUTE 6.A Bottom of Deep Observation Hole El 26' Min. LOCUS MAP High Ground Water to Be Determined 1500 GALLON REINFORCED CONCRETE SEPTIC TANK Minimum Construction Materials Per 310CMR 15.226(2) L- c. _ N Tees shall be constructed of Schedule 40 PVC: and shall extend a --35-- FxIsrlNc CONTOUR minimum of. 6" above the flow line of the septic tank and be on `-W-- EXISINc WATER LINE the centerline of the septic tank located directly under the �� ExIsrlNc FENCE i clean-out manhole. than 3" cQ.> EXISTING UTILITY POLE t n The Inlet pipe elevation shall be no .less .than 2 nor more above the invert elevation of the outlet pipe. Septic tank shall be Installed level and true to grade on a level, stable base that has been mechanically compacted and on which 6" of crushed stone has been placed to ensure stab.►lity and / to prevent settling. ,, / Septic tank shall have a minimum cover of 9 . /! Two 20" manholes with readily removable impermeable covers Of durable material shall be provided with access .ports. / / BM: TOP CB FND The outlet tee shall be equipped with a gas baffle. / ELEV. 34,67 / 34 ♦ DATUM: GIS* Note: .ASSESSORS MAP 351 PARCEL 26 Remove all unsuitable material 5' around SAS c?y down to the "C" layer aid replace -with clean ZONING DISTRICT' RF 1 32' 36 granular sand per 310 CIR 15.255 (3), (4), (5) OVERLAY DISTRICT.- AP Y and (6). �-- BUILDING SETBACKS:• 36 — — J FRONT - 30' 56 SIDE & REAR - 15 PROPOSED LOT COVER BY STRUCTURES.- (T O DWELLING 42 0') EXISTING COVER = 119'- PRECAST REINFORCED CONCRETE DISTRIBUTION BOX // o`� o� ,y�`•' 36 PROPOSED LOT COVER - 199' Install on a level base / ��a��� �� �. 20' �, . / - 38 —.. � 34 DEED REFERENCE I0I64-32 wall thickness = 2 i o Minimum /Minimum inside dimension 12 ,,,.- -,� "`- ,�.� __ - , JL l'�..�s�! D�TA: rfi 0s Ili �i Outlet inverts shall be equal to each other and at 83 .,`' 30 FIRM PANEL 25001 001 D 2„ minimum below inlet invert. �' / MAP REVISED.- jULY 2, 1992 The distribution lines from the distribution box shall all ha ve / w2S the distribution box to equal inverts as determined by flooding / q the height of the distribution line invert after all lines have 'CY , been sealed in place. / �. 40 shall be made b filling with durable and \38� � �� }��G 1 Invent adjustments y 6'' nondeformable material permanently fastened to the line or 32 reconstructing the lines until all inverts are of equal elevation. PROPOSED q� — t 3;2 DRIVEWAY. +��• / 34 38 Design Da ta: F ST �\ PROPOSED Four Bedrooms = 4 X 110 gpd = 440 gpd Required Flow PATIO ABANDON N� No Garbage Disposal Allowed ,oy o 3s EXISTING SEPTIC SYSTEM , a �\ \ 4 eto SYSTEM 130 Use: Chamber Trench 33. 3. 23.5L x 12.83 W x 2 Eff/Depth l . `� 8 ao' [33.5 + 3 5 + 1 83 + 12.83] x 2.0 = 185 sf i �9r 33.5' x 12.83 = 429 sf 614x0. 74 - 454 GPD Total Design Flow ,9 �q GRAPHIC SCALE 34 20 0 10 20 40 80 T cwt ou 36 6 \ � � �y00 GENERAL CONSTRUCTION NOTES 1. All the workmanshipand materials shall conform to D.E.P Title 5 inch FEET ) r � � 36\ and the Town of Barnstable rules and regulations for the subsurface \ \ i iuch = 20 i , g �2 \ LOT 2 disposal of sewage. 2. At least one access port over tank tees shall be accesslbhe �c� 31,279fSF within 6" of finish grade, with any remaining access ports \ bro ugh t to wd hin 6 of finish grade. SITE' AND SEPTIC PLAN OF LAND 3. All components of the sanitary system shall be capable of ,. Prepared For.' withstanding H-10 loading .unless they are under or within 10 ft of drives or parking. H--20 loading shall be used under or within 20 �j' .K. VE.N. Y .LANE 10 ft of drives or parking unless noted. Plastic equals may be / used in lieu of all precast units In 4. The exca va for/con tractor shall call dig safe and verify thelocation 36 of all site utilities prior to any exca va tion, and shall be responsible for Barnstable� / , Massa ch use t is all matters relating to electric easements. 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. (7i.02' slope. Scale: 1 _ 20' Date: April 11, 2007 6. Any masonry units used to bring covers to grade shall be `- mortared in place. ���w� Prepared By.• Finish grade shall have a minimum slope of 0.02 ft per foot. �� Stephen J. Doyle and Associates 7. �',a a�sH OF A94'Ss 42 Canterbury Lane, E. Falmouth, MA 02536 8. The exca va for/contractor shall be responsible to check all grades `,0� PEv�T�,�F 9��v® Telephone: 5081540-2534 and elevations and to contact Doyle Associates of any discepa.ncies, ®U STEPHEN° R e vi s i o z'�. S 1 o c prior to construction. DOY�E `� 9. The excavator/contractor shall be responsible to contacts 37559 ,P� Doyle Associates 24 hours prior to any required inspections. 10, A site soils evaluation and perc test must be performed to ` complete new septic design. NO. DATE DESCRIPTION "'� 4 o t� 6 N ft 1