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0040 JOHN MAKI ROAD
, gP, AP& 01- • ‘.,.., i N,Iil : \. 1. 4'.- . . . .. . ./1- . . • - ' . - - v . /j . • • o • • r r• • a • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2.1-7 Parcel O Z XDt ' F B Application # 2°1 I qI_ Health Division Date Issued teI t Li b „ ,,,, .!: -..,,,; Conservation Division Application Fee 5—.0 Planning Dept. Permit Fee L.,',, Date Definitive Plan Approved by Planning Board Q `� c,t) Historic - OKH Preservation/ Hyannis IM Project Street Address 140 _.k)litivi 4,ti • w/sti Village W • tarVi414-frt(J Owner @rrl yk J . C thh/ Address Telephone s03- f l)7'61 _, '�n z/ j Qn r ,. / Permit Request /0 0i/G4V'5 GI/' '� �rVt j 3 M a • rJ (-lI 7O �g t tv ( Z'i k/14 bury -W 7olake wa G " 04 '3 511 o i'ee(9�l( w J211 eViz (owe( Out,. l Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ?lot) •ro Construction Type 16tuiit{'r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ 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 new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Cl new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes \No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION n (BUILDER OR HOMEOWNER) 1 .,/hNameal)/ 0 -11S 2hi �' �� Telephone Number � D Address I U e otv1 v-(/).) License # 10 b , fel ' .L14110A'Af4 1/11/4- ( Home Improvement Contractor# l_ 1256 Email Worker's Compensation # (AtUb ( Di ALL CONSTRUCTION DEBRIS RESULTING FRO THIS PROJECT aL B/14EN TO WI W SIGNATURE DATE ( (li71(11,( } FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ti FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. /PI Ode VI PARTICIPATING mass.save CONTRACTOR savAits tirouip ogy toffitiowl. PERMIT ARM AUTHORIZATION FORM I, ! /1 , owner of the property located at (Owner's Name,printed) Lit) .- 0 Lini R>432/4 (Property Street Address) (City/Town) • hereby authorize the Mass Save Home Energy Services Program assigned Participating Contractor listed below to act on my behalf and obtain a building permit to perform insulation and/or weatherization work on my property. Owner's Signatuw Date FOR CSG OFFICE USE ONLY Conservation Services Group has assigned the following Mass Save Home Energy Services Participating Contractor to the above referenced project: CP-C Co 0 •T.-4- film Lob ��s' Participating Contractor Da e • Rev. 12132011 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcelfr,NC "1 �� .... Permit# ®�� Health Division 01 — 2L'4 '7'2J-03 V Date Issued —1`?I -®3 Conservation Division 03 tit- Application Fee Tax Collector C - 7 a?' 1 Permit Feed.t O Treasurer e—oe:— ,7/ O 7 � , 3 SEPTIC SYSTEM MUST DE Planning Dept. INSTALLED IN COMPLIANCE MTH TITLES Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATION a Historic-OKH Preservation/Hyannis Project Street Address go /--ofJN "14XE 20 i' O Village 0 s a 6gA,pio ► l� Owner /44 /Ca 64ri_ SCA vg-T1-'I Address ill STDn1LyBaoK� 2O '`l s//1-7 Telephone �D 8 - 3 7S- qg 2 7 Permit Request .l= S 7-4 1.-L A-Zo^- d 4^-) kg X 4/0 i A t 1 ''vJ 1--N)G 4 o"Nn P a i 4 2 N ,/L, S w r^tM G Az, Z- f Square feet: 1st floor: existing proposed 2nd floor: existing proposed -Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 41 2 ,ODD — Construction T e S wge.� t/ NYL L � 1 YP C Lot Size 55"° 6-1 9 — Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Cl Two Family ❑ Multi-Family(#j!kge of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: 0 Yes ❑No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other i No Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) i ,. rt I Number of Baths: Full: existing new Half:existing 'Sj new -Number of Bedrooms: existing new - 1 Total Room Count(not including baths): existing new First Floor Room Count izz `-f Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 0 No Fireplaces: Existing New �� Existing wood/coal stove: 0 Yes 0 No Detached garage:0 existing 0 new size Pool:0 existing ne0' w size i8 +' Barn:0 existing 0 new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes 1lo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 4NJG1l©e2 491's T-L"^? &-C-GE Telephone Number ®�-271 e C//' Address /4/3 h `Iti NY i' ,4'710 License# —7 7 5 q r _-EN^-1 -P®I-T /11 Home Improvement Contractor# /3 2'/7 6 D z‘.3 2 Worker's Compensation# w CC d 4 '9/d /2'a ALL CONSTRUCTION DEBRIS R g LTING FROM THIS PROJECT WILL BE TAKEN TO S -1---7- L-1CC--6)1 -5-�6-'41.614Z 1 1' F- -t_t, 0 AI/me 1 SIGNATURE X' I„'',_ DATE 3/0 6A3 ... Ni, _ FOR OFFICIAL USE ONLY ,; k•_*, — 1 A , .-/- - - , DATE SUED I , ..- '-, ,---- I S. „,„...t . - (---- -; ' \ ,...' (4 I MAP/PARCEL NO. „, •- _ . , , ' --, , t .- i ...1. ' " - .., / • ,.-:;_. - t..."- e% ,-,- " = = I . L.- . , • -e ••• i L. (...- -- _ • .- .' . • / - --) - r F- ... ...-, , 0 .. 1 L" ... t r,, , i ..-- _____ t - ADDRESS ,-, '' VILLAGE ' • I i - ...,„ „,, , _ -, c-OWNER ( "). , _' .-, 1 . * r. ,... 4-, •) •- 4- (i. ' 1 ‘,..: - . ** " ...be:. '•'') / 1 1 1—• 1 ,4- • "•; ' - . .. l i ,) .1.) I'', ,,,, ', , — I '1 -, '-4, % • DATE OF INSPECTION: --- , 4, - - , ,--• I - 1 -, • , • = FOUNDATION ./- -• - .„. .,-- FRAME ta-.) 9/q 03d-ea- , •• // INSULATION -: i / .) e..„ FIREPLACE -, .../ /1 ..., ,..----' ''. .-- (......., 1-, --- ELECTRICAL: ROUGH FINAL' < _ A ., .,.,.. . - .-..., - < , ' * 'i I 1 "' .. -PLUMBING: ROUGH - / -1- FINAL. -- " ' . - t ' -3,4 -• , „„ . i .? • --• GAS: ROUGH 1--;., ; • FINAL" r., -1 - . • , >-- ) 2.) ... . FINAL BUILDING rl rrf,_ . 7.---' . : . " rti • A c4:‘ ...--• „ , , ; - t ) „-nt -- . , ; -^, 4,.1 ,, 1 r., r:' e ---,5- -, l - , -- , 4 r • : . .., ...• ' ..1," - DATE CLOSED OUT , , ,.....ii 1 1 4 - ‘ • ASSOCIATION PLAN NO: . , . 'I , . . .1 1 ...— ... ... "' F�► r�,,; Town of Barnstable psi, ° * BAFtNSTABLE, Regulatory Services * • Thomas F.Geiler,Director i639• �0 HIED n�a+" Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, � �Ag /f/2/( 1/6-7T71,as Owner of the subject property hereby authorize 440 L 5 to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) //ti ///f/ /20 Signature of Owner ate Print Name Q:FORMS:O WNERPERMISSION • WT2 tC)� LOT AREA = 55,679t S.F. o / 1 0z - I \ , -s-D S\Cal(_ I NS ._ $ c .4 7' oe'<k- 1 27.2' ___ __-I' Li1.51 N �;� ZG.vyUI �. 0.5' Ntic ti ct of OQ�� \\\Nt\ t N _ __ 20.0 x = ,,=�_.g, =n2 o EXISTING N 6 y 1 g DWELLING M I Q kO 36.3' j .. •' • v. Ui,,,i , 1ti24'38'10"W 146.60' -I,-N24'42'59"W 55.49' HN . MAKI ROAD - 30 0 30 60 90 - - — .— — — 518"iiiiiiiiii6 ,i,,e0A,_44446 Sande = 30 . 4� ' K% �� RICA�D �i ' t3 1 GRADY y , No.380i2 I CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN HAS BEEN 1 ���s �Ft'ST�P�O �1 i LOCATED ON THE GROUND AND CONFORMS TO THE ZONING BY LAWS ' .s'Ohoc . i FOR THE TOWN OF KINGSTON, MASSACHUSETTS WITH RESPECT TO .,r-% HORIZONTAL DIMENSIONAL REQUIREMENTS '! VI lkil til'' a 10) CONSULTING, ]L. L.C. Civil Engineers ♦ Land Surveyors ♦ Interior Design 39 POND VIEW DRIVE MARCH 8, 2002 KINGSTON, MA. 02364 SCALE: 1" = 30' ROAD TeL (781) 585-2300 02050 , Fax. (781) 585-2378 JOB NO. 01-016 i '`°a Super Pump® • HIGH — PERFORMANCE PUMP SERIES ; me it mod* Y 1 7,. ; .,v , - a k°* • . � °i t s '-' . , #t 4'� 4 ; ' ' q � 4 ,•Asa�� �r h'g a �k.. �g,,r �..��, �&�� � � , .. ,��. H . Super Pump:high performance and quiet operation. ayward's Super Pump is a series For super performance and safe, quiet ''` of large capacity, high technology pumps operation, Super Pump sets a new that blend cost-efficient design with standard of excellence and value. And . durable corrosion-proof construction. you know its • M: quality through- Designed for pools of all types and •-� ' -..,?� n - . 0 , ., ter;; & out because -, _` sizes, Super Pump features a large • - P , g� ,1 r, , = , its made by �� "see-thru" strainer cover, " super size debris basket ` Hayward Total/if �� — the first r,aywar'- and exclusive "service- •.ti JJ���"�" choice of poolkl„ease" design for extra convenience. j professionals. • I. HAYWARD -,. America's #1 Pool Water Systems -" . Super Pump® High Performance Pump Series Exclusive,Swing- _ Lexan®See-Thru ° . - All Components . 'Heavy-Duty,High- Aside Hand Knobs - - Strainer Cover lets you' ° Molded of Corrosion- M °, :Performance Motor • make strainer cover see when basket needs Proof Pe rmaGlassXL'M with air-flow ventilation for, • removal easy.No tools cleaning and eliminates for extra durability and . ;'"` quieter,cooler operation. required...no loose guesswork.Special self- , long life., °• ` _ ° parts...no clams : - adjustingseal assures ,Heat Resistant; P Industrial Mounting Base provides - - dependable sealing. ' Size Ceramic Seal. `stable,stress-free support,plus Y I , -� �. _ Long wearing,and 100% versatility for any installation --_ ,,__ - drip proof.For fresh or salt requirement.Adapts 48 and 56 water use. frame motors.w 1j ' ' ! Super-Size Housing _ -�" *_" has extra air handling capacity to assure rapid " 0 priming. �, 111611( 'IV' ' ,::“..„:::::f, LIN r.,,,,,. t,110,,,t; = x c '''S.4 °tea - . Corrosion Proof No E `' s r Service-Ease Design gives Totally Balanced; . ryl® simple access to all internal parts. Impeller has smooth,wide 1, x Motor and entire drive group openings to prevent fouling or , ,,_ ,, ` ', assembly can be removed,with- clogging.Energy-efficient , ; out disturbing pipe or mounting - design produces more flow at ' ' ' ' , ' , 'connections,by disengaging just equivalent horsepower.` - 1 ° .. four bolts.,s. It ,1, .- _ 3R: " .6: . 1 `1' .' a.z,..... w Y ,.- .wwvn.~am msr 's�•f'. 7 .': 'E 'vi ' a " , .... r: + .: Modell Motor Power. Pipe �Dimension .0...4.44., �. .' 0veralt Dimensions , , .'' size" ..A - 440 ,�.�' ®." n • .,I ,x. L,`. `' HP 2., KW, inch` inch; nimt- i *', r'4,0 -* , "om.. � �* SP2600X5 1/2 0.37 1 1/2" 111/4" 286 -,.,®. ' : ", f L 12I.r"-1 SP2605X7 3/4 0.56 11/2' 115/e" 295 , r„„. ,,,, �' " '' , t 4. I' .•4. } q,(k.0 -m..^s ' '. +3 aw• 9 si4 (NM 1 I trill SP2607X10 1 0.75 11/2" 117/e" 302 a 14 '' ,."' 2B I =i SP2610X15 11/2 1.12 11/2" 121/4" 311 a 8...�.I. Mta "�" J$$ ° d {�It9 (_ a ", 1 e gy SP2615X20 2 1,49 2" 131/4" 337 ;;,,,,t;:;: : I'—as'm I`nee m;rIT 1a _ 4 ;.,... , :> q rc. 3 SP2621X25 2/z 1.66 2" 13/4" 349 * -,,, If (TI9 min, 1 Super Pumps are also available with dual speed motors. m .- 10 m ft. ".4. 'tav Yea .rrranty 30-100 ..n,A On Strainer 27-90 - Housing 24-80 — 4. .. 21 -70 c 18-60 ------------- sP2621x25 SUPER-SIZE 110 CUBIC INCH BASKET has J15-50 ',F F- •6 rw extra leaf-holding capacity and extends time a between cleanings.Rigid construction with ~ 12-40 SP?615x20 FO 9 -30 (2HP-1.49KM load-extender ribbing assures free flowing oper- 6 -20 sP2610x15 ation for heavy debris loads. sr2600x5 SPc6WX10 (1'hH'-1.12KW) Super Pump®Series Pumps are listed b : 3 -10 ohi.P-0.37KW) SP2605X7 tl HP-0./bKW) P P P Y 0 — 0 (V4 HP-0.56KW) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM • I 1 I I I I I I I I I I Ie) 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM U L NSF® CAPACITY PER MINUTE • H AY WA R D® ' America's #1 Pool Water Systems 2693 I-888-HAYWARD www.haywardnet.com ©2000 Hayward Pool Products,Inc. 1 I Micro-ClearTM VERTICAL GRID D . E . FILTERS '. icro-Clear is a high-perform- '' lz ance filter series that provides :- superior water clarity, efficient `A * flow and large cleaning capacity for So- 1 pools of all types and sizes. fa%a ti rvS ' Molded of attractive, corrosion- � . w proof DuralonTM, Micro-Clear filters ul combine hi 9 9Y h technolo features " ' Gum rw-T - ---- - and "service- '. _ . . . o Mug PoOL ease" design for DRAIN iRE RETURN a.. ... 4 x" 4„ R Vert rs- R SKIMMER AIL cum dependable oper- ; i w HAYWARDVi'it V,. it,,,,,,_qz..,d1 am % • srsrE�° PUMP NEATER ation and low z� x IA 4 ' 4 maintenance. ' L r __ _ Plus, Micro-Clear filters are avail- .. ‘; tt '4 4 ,., _ ,,„_ able with the unique SP-74ODE .,- _ r Selecta-FIoTM control valve, the y ,, i . " 'l ' / 4 V k 4. ' t 7'1 ''"4. only filter control valve designed ti'" specifically for D.E. filters. t For the quality conscious pool IA ea. ' t , 0 ' . k •0 t ? •,` owner, Micro-Clear filters are an . ' 1 k: „ ..,,,, unparalleled filtration value. . .' , t` ' ®Micro-Clear DE-6000 with 2-position slide valve(left), ill4 and DE-4800 with SP-740DE Selecta-FloTM 4-position ---t .+ '�. ' •.� � 4 _ "»NYC}i ex. control valve(right). } _ . OD HAYWARD® ,...„,,., .., ,,,,,,, ,,,,, . .,,, Hydrogen,Oxygen and Hayward. The elements of clear water TM Micro-ClearTM Vertical Grid D . E . Filters Automatic Air Relief purges any trapped air during filter operation. • Screenless design eliminates clogging. Integral Lift Handles and Uniform Low Profile Tank Base 11:rj) make removal of grid nest fast and simple. /erg Heavy-Duty Filter Tank injection molded of high strength DuralonTM for dependable,corrosion-free performance. t_ ,,. i High.Impact Grid Elements designed for up-flow filtration and i - r -if gt.,o, M' ' top-down backwashing for maximum efficiency. 1 1 - 2 1. r .. Ir , :r .0 Heavy-Duty Tamper-Proof Bolted Center Flange Clamp , securely fastens tank top and bottom together.Allows quick access I ° , 4 A* _, 4 `i t _ -'._ to all internal components without disturbing piping or connections. '- rt ," i-, Union Locknuts make disassembly and reassembly of filter from A*; piping fast and easy. " ' t ,, '''3d Inlet Diffuser Elbow distributes flow of incoming unfiltered water ' upward and evenly to all filter elements.Parabolic tank base design "*`. provides for even distribution of D.E.to grids. E ; Full-Size 1'/2"Integral Drain provides fast, 100%clean out and '... .ice easier flushing of tank. - "- Noryl®Bulkhead Fittings for extra strength and heat resistance. * , Convenient Valve and Plumbing Options allow for customized A control.2"internal piping and plumbing for maximum flow performance. pecifications Micro-Clear Vertical Grid D E,Filters .:.,0,� ee e , , r 4 S 'il • FILTER TYPE: Vertical Grid Diatomite:24,36,48,60 sq.ft. 6 -0 E 4 s FILTER TANK: Injection molded DuralonTM , , ,. " FILTER ELEMENTS: Monofilament polypropylene cover fitted over 8 curved, 1 ''' , * 4 high impact grids °" _' ° -- `- _ r CONTROL VALVE: 11/2"or 2"6-Position Vari-Flo,TM 2"4-Position Selecta-FloTM^ ' "" I H Z r. _ ' "4' 2"2-Position slide valve.May also be plumbed singularly or in series with quick-connect union couplings(less valve). I t PERFORMANCE RANGE: 1/2 TO 3 HP(30 to 120 GPM) J _ 4 DIMENSIONS: DE-2400-31'/2" H x 23" W(800 mm x 584 mm) � �- - , ri' i•, r , mt DE-3600-361/2" H x 23"W(927 mm x 584 mm) 4 4 DE-4800-421/2" H x 23" W(1080 mm x 584 mm) 'p DE-6000-481/2" H x 23" W(1232 mm x 584 mm) - , , Above dimensions are for filter only.Overall width with slide valve is 30"(762 mm(; '° overall width with either 4 or 6-position multiport valve is 33"(838 mm), ro ` '', `Pe_rformanceLData.-1` '1,° - '�'"' - M - . GO WITH THE FLOW.Unique SP-740DE ` `"' Selecta-FIoTM4-position valve,with easy-to-use MODEL EFFECTIVE DESIGN TURNOVER'(GALS.) lever action handle,lets you"dial"any of the NUMBER FILTRATION AREA FLOW RATE 8 Hr. 10 Hr. valve/filterfunctions—with a simple twist of the DE-2400 24 sq.ft. 48 GPM 23,040 28,800 wrist.Select from Filter,Waste,Backwash,or 3.:i ' 36 sq.ft. 72 GPM 34,560 i 43,200 exclusive Pool/Spa Boost positions.The latter posi- DE-4800 ' 48 sq.ft. 96 GPM* 46,080, ' , 57,600 tion routes pump flow directly back to the pool or DE 601 60 sq.ft. 120 GPM* 57,600 72,000 spa,by-passing the filter to provide extra power to spa jets or pool return fittings. *Determined by pump size and piping system hydraulics. 2"piping is recommended for flow rates of 90 GPM or more. How rates above 120 GPM are not usually required for residential pools.. . HAYWARD POOL PRODUCTS, INC. • . 11.r.i Hayward Pool Products,Inc. Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A. t 900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive i Zoning de Jumet Elizabeth,NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B6040 Jumet,Belgium 8-92 ©1992 Hayward Printed in U.S.A. • .• P�jN OF MASS •::, _.,•:.cn n.rr.•o: a 11MOTHY yG atr;Cl :. .,rill J�V.'ALKER u• Aenulsc:u•r = „•'-" ,r_ CIVIL m I 33' ho. 31 - T- Doer-:•• o `6 RADIUS ' (( s'tr1STY= y6- -;;-- COPING LAYOUT �\ \9'RAD 1' •�- 9 RAD rI- ,i -F a' n'-.i jw.r J rr.i) s2f.nr.s,mangy /3// 33S'� `� 37'7' ,nil l"\ I lg• q eu 9;rud v'eAAD q 't 9eAo_i___ q eA0 ,. • , _.....iiIllIllIllIllIllkl .IIII''' . 1 r If -,2.-, I. .1• /l'--,1 c 39.7" T PANEL LAYOUT • —A_ .. .. e"an ows •r1 u' W. ////j z1 1oAa 6 \CROP /S'7" > /Y' �f t S'6�—4t y6' = X 12/4 229' C PANEL(7YR) Ya.e b1 i I r,,,,, x,BRACE —•-- 7r ��;� z 4..ena ii • 112 .-"ii • -'I'F---i2 MA.A Well TO se Loa. Pod Pool Dora ee only. Area Capacity CrI o.mala�wmw 665 23,200 11M,,,r„� S .FL Gallons ""'"""a a>..r..a mei TM/DM Ocenuw•m Dorm Tce THIS BROCHURE IS FOR ILLUSTRATIVE PURPOSES ONLY '� TOW c a,o,1><Ma makes only o+ont 1•p.emade by d deal.a•wren In Ms.ninon.,.an- y-Any other �j�,rj it t( EDITION POOLS eaexnralgny,rutema+d,a contracts made by tM 6eala and/or IM ea+baebr 10 The agtmler ; / _,:/]_,:y le9ardnq any ma1MaL;Madueed by Oa malwhefaer a,.arb+DuraCN b the dealer vxVa C+•cognac- r�Irt Iowa hi•s nl'.IT w.only.The dealer a m oaoa who•ees a:auaa cn methods popl a>n Y depn der 1 wnnaew.nd ao y v,'1i"o ,l"° 18' X 40' ROMAN END opera a employe•a pr reanulaeMe..T e mnsWefcn ausaared am suppasdass and apply '•` ti — o,y lo norm w w al grnd nd-aiona. f»Than may adaa W ional preCaala ands met hods of mnladdlers r Turku wro•a / Ir-.1r'1.Ow6" RADIUS CORNERS The responsl�e:y Is the Contractors. aloe' cusoalmaran 6- RARAIS CORHFRq SCALE: NONE 1991 RC David Mattos Town Office Building August 25, 2003 200 Main Street Hyannis, Ma. 0260 David, Per our conversation last week I have enclosed some photos of the Cape Cod Ballet Studio. As you will see the pictures are of the outside of the building and the parking concerns you and I discussed. To my understanding the facts are as follows: 1) Landscaping was to be completed per plan submitted. 2) Parking was limited to fourteen(14) cars as facility is a drop off and pick-up location. 3) All roadwork was to be completed by the Vega's. To date the landscaping has not been completed to plan. I know you continue to work this issue and some progress has been made, but it's been over a year since this work should have been finished. In regards to the parking they continue to use the facility as a place to hold _ recitals, which is in violation of the agreement. I have enclosed pictures of the parking for a summer program put on just last week. This was a modified program and had approximately forty(40) cars parked on the street. This happened on five (5) separate occasions this summer. During the school year they put on major events in December and late May early June that has three times as many vehicles involved. Each time frame has at least five (5) days of programs taking place. This past spring the road was blocked and not passable for emergency vehicles or two-way traffic. They also blocked passage to Maggie Lane an adjacent street that added to the safety issues these events have caused. Add to that they have parked on our property causing damage to the lawn costing us out of pocket expenses to repair. The road to my understanding needs a final coat to be completed and the town is or was holding a bond in regards to this. We have had several conversations with the Vega's in regards to the above and they have assured us the work would be completed. The last conversation being about a year ago from this time frame and to date not much progress has been made. Our latest attempt to speak with the Vega's about the issues was ignored by them completely. I P' . It is for this reason we have come to the town for help.As homeowners we were required to meet certain obligations before we could receive occupancy to ourproperty. We are reasonable people but the time has come for the P p Cape Cod Ballet(Vega's)to do the same. Therefore I am asking for your help and whatever town or county officials that need to get involved to resolve this matter. Thanking you in advance for your cooperation in this matter. Best Regards, Mark&Gail Scavetta Mr. Thomas Perry Regulatory Services 200 Main St. Hyannis, Ma. 02601 5/27/05 Dear Mr. Perry, My name is Mark Scavetta and I live at 40 John Maki'=Rd. in -` Barnstable. The reason for this letter is to get ran update on the towns' efforts to have the Cape Cod Ballet comply with the open issues at their ballet studio and completion of the paving on John Maki'Rd.'I have worked closely with Dave Mattos on these issues for almost two years and he has referred me to you regarding the progress on this matter. I was also referred to you by Mark Ells of the Public Works Department. My biggest concern is the completion of the road. This past winter season the Barnstable DPW stop servicing the road because the construction of the roadway was substandard(See attached - correspondence to and from various town officials regarding the entire Cape Cod Ballet matter). Before I purchased my property and started to build my house on John Maki Rd. I spoke with town officials about who was responsible for the completion of the road. I was told it was the Cape Cod Ballet group and that they had posted a bond with the town to assure its completion. My real estate agent also assured me that a bond was in place protecting that the road would be finished. It has now been three years and as we all know the road and several other open issues regarding the Cape Cod Ballet are still in limbo. My question is simple. When can we expect Cape,Cod Ballet to fulfill their obligations or be shut down permanently? Thanking you in advance for your help in this matter. ark& Gail Scavetta — /l Mark Scavetta P.O. Box 587 W. Barnstable,Ma. 02668 oFTM ,4%ai, Town of Barnstable BARNSTAB Department of Public Works a639 � 367 Main Street, Hyannis MA 02601 Office: 508-862-4090 Mark S.Ells Fax: 508-862-4711 Director March 30,2005 Mark A. Scavetta P.O. Box 587 W. Barnstable, MA. 02668 RE: Snow and Ice services to John Maki Road Dear Mr. Scavetta, This letter is a follow up to our discussion on March 29, 2005 and your letter to the Town Manager on March 16,2005 regarding concerns about snow and ice services from the Barnstable DPW on John Maki Road in West Barnstable. As I explained in our conversation the plowing of John Maki Road did not occur because the of substandard construction on the roadway. DPW did not cease snow and ice service on John Maki Road but rather had not commenced such services because of the condition of the roadway. The DPW awaits the resolve of this matter on this private road. Upon the road surface being improved to proper standards DPW shall commence the requested services. Please do not hesitate to contact me if you have any additional comments or questions regarding this matter. Sincerely, k S. Ells Director f Public Works Mse/Johnmakird John C. Klimm, Town Manager Neil Andres, Supervisor Highway Division File FT,r, tI- MAK 3 l 2005 E°II` David Mattos 3/25/2005 Building Inspector Town Office Building 200 Main Street Hyannis,Ma. 02601 David, The attached letter outlined the issues with the Cape Cod Ballet back on 8/25/2003. Since we wrote this letter to you expressing our concerns about the Ballet Studio little has changed and in some cases the problems have gotten worse. Outside Maintenance: The upkeep of the grounds and outside building are non- existent. If it were not for Gail and I picking up the debris and mowing and trimming the lawn the facility would be more of an eyesore than it is today. Road Completion: It has been almost three years since the road was to be completed(final coat).Now as a result of it not being finished the town has ceased all upkeep of the street. Vehicle Parking: Cars are still parking on our property,which continues to cause damage to our lawn. There are also more cars parked at the studio than I believe the guidelines call for(14 cars). Street And Yard Litter: The patrons and their parents of the studio have little regard for what it tossed from their vehicles. Fast food containers and soft drink cups are scattered all along the road and lawns. One day both Gail and I observed an individual parked in the Ballet lot change her baby's diaper and discard of it on the lawn. She then proceeded to clean out her vehicle throwing assorted debris in the parking lot. Studio Use: I believe the facility was restricted for the use of ballet only. It is now being used for"Fencing" and I have read they are offering exercising classes now. Before we were allowed to move into our home we were held to strict guidelines by the town. The Cape Cod Ballet should be held to the same standards. Over the past three years they have made several promises to properly maintain this facility. Besides you working with them we had also met with Stephanie Burke and Beth Vega and were given their assurances that all of the open issues would be addressed. To date none of this has happened. It is now time they be held accountable for their actions like any other property owner in town. I really don't believe this is asking too much. Sin e ark&.Gai. Sc vetta i P A Mr. John Klimm Town Manager 367 Main St. Hyannis, Ma. 02601 Dear Mr. Klimm; My name is Mark Scavetta and I reside at 40 John Maki Rd. in W. Barnstable. The reason for this letter is to try to get an answer why the town decided after two years of plowing our street to stop the service this year. Both my wife and I have made several attempts to contact different town officials to get an answer but our efforts have not been successful. Our first attempt occurred on December 27th the first major snowstorm of the year. Along with the heavy snow we also had a power outage in our area. When the street wasn't plowed my wife called the town highway department asking when the road would be serviced. It was at that time we were informed that the town would no longer service our street. My wife expressed her concerns for our safety and that of our holiday guests. A very rude individual by the name of"Dupree "replied you'll just have to freeze if you can't get out and if I were you I wouldn't pay my taxes. The next course of action was to call the Town Councilman for precinct#11 Henry Farnham. We spoke with him on three different occasions regarding our problem. We asked him why and who would have authorized the plowing to stop. He stated there were some outstanding issues with the Cape Cod Ballet which is located on our street and that might be part of the problem. We asked for his help and intervention in resolving this matter and he said he would make some calls to try to straighten things out. We placed two follow-up calls to Mr. Farnham to see if he had made any progress and for the most part were given the run around without a definite answer as to why this had happened. I then tried to contact Mr. Mark Ells at the Public Works Department. I made three calls in an attempt to speak with him about this issue. The person I spoke to in this department was Brett and each time I called she said the message was given to Mr. Ells and he would be calling me back. To date there has been no reply. My questions and concerns are as follows. Why and who authorized the plowing of John Maid Rd. to cease? Is it normal practice for town officials and it's employees to ignore question from its residents and treat them with a lack of respect. { My family has been put in harms way regarding our safety and well being without any notice from the town of the actions being taken. It has also put a monetary burden on us to keep the road passable. If the town's dispute with the Cape Cod Ballet was the cause this matter we should not have had to suffer the retribution. If it's something else that drove the decision I would like to know what and why. In either case I am asking for your help in resolving this matter. Sincerely Mark A. Scavetta Mark& Gail Scavetta P.O. Box 587 W. Barnstable,Ma. 02668 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0&kV ,, Fr ' Map 1 7 Parcel j.: . t'!1 c lS 6 a? S >�(d# J1 Permit# T > 7�a �,5 q� F Health Division kvv/-26y,,E' a I�/�/ .VIAL1`� Date Issued (.i L 200 2.5=r2)t--.:Z(04 , ' Oh_ Conservation Division gyp/1`l/mil i9 .. -- nn vIE Fee Tax Collector ' e ' ' lie t�' ft-P` .• t • '� �► q 0 2 a1 Q 2 ►s ' 0 :� ' Treasurer — '� C " r l (, 01 7 iii ,g, "C--G 'p ' - F,, _-----: t4`r'a'iALLED IN COili LIANC2 Planning Dept. - - � * WITH TITLE 5 Date Definitive Plan Approved by Planning Board . J .3- �:3 O (t) ENVIRONMENTAL CODE AND p,:a ,P1. )-77- r pc.�, ,7 Cl- �'c . WN REGULATIONS Historic-OKH ,��/ l%greservatioh/Hyannis ,W� r it/di Project Street Address(l✓VF 2) 'o k 1A 1�Q IC 11' `T 9 5 att 9701 Village\V �K Ol�' 'l/\S`Tz((ile (----� r �/2p I � ) c�.," Owner On 4 V\Il tr -C11r k SCOi lte : Address .41 , J00VI( i,b—rOo k �A • Telephone 72) ` e-ei'S 4 - 4 ki r t ' Y oo- vveNe e' )N\ ()zoo Permit Request N` Ai\1 V o-U-S-e ' Square feet: 1st floor: existing, ' proposed I el.ge, 2nd floor: existing — proposed Nok-1 Total new Z '1i Valuation = " ,=. I ) ooning District Flood Plain Groundwater Overlay Construction Type\ARDO me-, Lot Size'I J I ro"i.c1 S''F 4-- Grandfathered: 1Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family -`12E Two Family ❑ Multi Family(#units) Age of Existing Structure — Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: "Full ❑Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) 6 Basement Unfinished Area(sq.ft) I�1 0 0 5 `la , Number of Baths: Full: existing new -.Z. Half: existing — new Number of Bedrooms: existing — new 4 • Total Room Count(not including baths): existing — new ? First Floor Room Count 4 Heat Type and Fuel: %Gas 0 Oil ❑ Electric ❑Other . Central Air: (Yes ❑No Fireplaces: Existing — New I Existing wood/coal stove: ❑Yes No Detached garage: ❑existing , new size Pool:0 existing ❑new size Barn:0 existing ❑new size "" Attached garage: ❑existing new size ' ? hed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes j21,No If yes, site plan review# Current Use - Proposed Use BUILDER INFORMATION Name '`wtes C 2c� j'.`Y''►'I CS , Telephone Number `VA ��7—"���t Address 7DL E 4 I tit C4- License#Q Z co l 0 Mot K frl c Ic MA' Home Improvement Contractor# • Worker's Compensation# ALL CONSTRUCTION DEBRIS RES TING FROM THIS PROJECT WILL BE TAKEN TO IAA ef.Ian kleN c( . Co , SIGNATU E .C '&_-_� DATE ^ 1 , O"% • _, � FOR OFFICIAL USE ONLY _, - . .• PERMIT NO, 5 -- .� DATE ISSUED `: e L 4 j � • MAP/PARCEL NO. �i; { ''. r r .. ADDRESS t 'VILLAGE �_. ' OWNER ' DATE'OF INSPECTION • `• i -- FOUNDATION // 2 0 t -;M h _. . t s FRAME• 1(3/h-2, SL,�. ,n�/�,$ r . . + ��y , INSULATION:. ,l 14NRMI�' - "a1 - Iy FIREPLACE IA �k d . - ' EILECi'RICAL: ROUGH' FINAL i . f" ' .,_ PLUMBING: :ROUGH:. :I FINAL -�- , , ) °� - - i• GAS:` ROUGH' FINAL __ ' � ,- , ' - - • - 1 -' - 'ti ' F - FINAL BUILDING �" r„0 i \I f W., t, ;. _ • .�• -" DATE CLOSED.OUT , - ;z rs w ~- r s ` 3 . , i 1 ASSOCIATION PLAN NO. ; ' '4-,`. � f - — t:, aif ;� - - I. , • - it '' -- 1 ' - - .i_I ° Li • TOWN OF BARNSTABLE `L�-. ;� CERTIFICATE OF OCCUPANCY PARCEL ID 000 000 226 GEOBASE ID ADDRESS 40 JOHN MAKI ROAD PHONE BARNSTABLE ZIP LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 61448 DESCRIPTION SINGLE FAMILY HOME - PERMIT 055827 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND tNE NN\ CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 4P7 . it * BARNSTABLE, • MASS. ND-Mai 639. `, BUILLINGGDWISION BY 1./-.--25 `"-'.''\.,. ---. 1 DATE ISSUED 05/31/2002 EXPIRATION DATE 0 • • TOWN OF BARNSTABLE - " vt :, BUILDING PERMIT • ' PARCEL ID 000 000 226 GEOBASE ID ADDRESS 40 JOHN ' MAKI ROAD PHONE . BARNSTABLE ZIP — LOT 2 . BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 55827 DESCRIPTION NEW 4 BDRM.SING.FAM.HOME SEW-PT-#01-269 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: HOMESTEAD PROPERTIES ARCHITECTS: Department of Health, Safety "y ; y and Environmental Services TOTAL FEES: BOND Ox CONSTRUCTION COSTS $330,360.00 CIE ,► �S, 44 101 SINGLE FAM HOME DETACHED 1 PRIVATE P Qv - • BARNSTABLE, # MASS- Eo n f� ry '5(BUILDING DIVN 0 , C?:-.0 e_____- • -------a .. • DATE ISSUED 09/14/2001 EXPIRATION DATE BY • THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY 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 CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND •WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS-BEEN MADE.WHERE A.CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH:BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS,. PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVA S 1 1 At) N G C✓G 1 /�i .� ©e • ; L&_ �Zg oZ 2 2 pil.js 7 / 2 3 1 HEATID G INSPECTION APPROVALS ENGINEERING DEPARTMENT ' 4)1cP vee-1 �0 2 BOARD OF HEALTH hA' S13(1ln)} a00)-any OTHER:;✓,c'��r7Q.✓5rygjB.<"�irt/' L16PT, SITE•PLAN REVIEW APPROVAL / 1 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. • TION. " RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 +50{' Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE '7(2 square feet x$96/sq.foot= Co 0 35 2 x.0031= �0 7 0 q plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft., >120sf-500sf $35.00 >500 sf-750 sf 50.00 6-1.9 9 Q >750 sf- 1000 sf 75.00 Kl >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch 1 x$30.00= (number) f � / Deck ( x$30.00= l 9O 7c-e � (number) Fireplace/Chimney 1 x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost P`OFfHE fpk,O The Town of Barnstable BARNSTASSBLE. Department of Health Safety and Environmental Services Ni3m9,g°,/ Q Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ,f 1/"/' rvt Location 1-1/j k Permit Number ' '`) 'r-70 �r Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: T0 !li5i'1'1Ca, V)fAV 5 Cm SdV'vt(, ( nakrrr k 0 /1" 1 Y} q/t7 t /� c-c • - v (Ueed cesS QsAvi €. C hoc, d - . w0 i' o L p 1VeQd `t 0v\ G ht. /rot o 'fr 1 J �y� find \ra P htP.f5, Need Exmi it - Q-r ;�-� 60, Wry S 4nere t,A V- 14-\,,4r-.._.._ AY Ac � r *A\\ m� a v\ J f� fly:°e '`' veA ri4 an -Cr OV\ -G'v ~ 04- C iVor re 51-6n r a -[ a h -dory O r d v,a Vs -Sdi f—ice i IHric, 1 N 5-14i r5. 6-e'vL 00v0/11 r wa-(f eta iLL r ,t iteea" eieQl-rik4l s1C0 Q Please call: 508-862-4038 for re-inspection. Inspected by '7-C) Date ( 3 ! OG' f , toss_ •1, The°� Town of Barnstable BARNSTABLE, : Office of Town Manager 9 MASS. 639. A�0 367 Main Street, Hyannis MA 02601 Office: 508-862-4610 John C. Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Peter DiMatteo, Building Commissioner FR: Linda Bradstre:.1 DT: September 7, 2001 RE: Hardship Hearing Approval A Hardship Exemption was granted at yesterday's Hardship Hearing for Mark A. and Gail.L. Scavetta,for property located at 40 John Maki Road in West Barnstable: A Decision will be forward to the first of the next week. A building permit can now be issued. Thank you. /imb I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 I I ' I I Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-19-2001 DATE OF PLANS: 6-19-01 PROJECT INFORMATION: Lot 2 John Maki Rd W.Barnstable MA COMPANY INFORMATION: Homestead Properties Inc. COMPLIANCE: PASSES Required UA = 556 Your Home = 485 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 1736 30.0 0.0 61 WALLS: Wood Frame, 16" O.C. 2920 13.0 0.0 240 GLAZING: Windows or Doors 256 0.360 92 DOORS 35 0.300 11 FLOORS: Over Unconditioned Space 1700 19.0 0.0 81 HVAC EQUIPMENT: Boiler, 84.0 AFUE HVAC EQUIPMENT: Air Conditioner, 10.0 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1131t0 and J4.4. pp Builder/Designer esc�GZ� p2 PS bate b ® t `l; ® 1 L MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 6-19-2001 Bldg. Dept. Use I CEILINGS: [ ] I 1. R-30 I Comments/Location WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 Comments/Location WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.36 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? I ] Yes ( ] No I Comments/Location I DOORS: [ ] I 1. U-value: 0.3 Comments/Location I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] I 1. Boiler, 84.0 AFUE or higher I Make and Model Number [ ] I 2. Air Conditioner, 10.0 SEER I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated; in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] 1 Materials and equipment must be identified so that compliance can I_ be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans I or specifications. DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 200 of the heating energy is from I non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1,25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) ; RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only) V; *� of iagi ? 1 O .. t ; -t;C l , -%., �� � �f:� 1237 I, JOHN AtA£S, widower ' S J ri. 5 4'b coon lvtassachusetts, of Barnstable (West), Barnstable County ty, t ift' being unmarried, for consideration paid,grant to ATLI PAULINE JARVI ti id , It 'f.� of Barnstable (West), Barnstable County, �i` /IF Massachusetts t' �'' i j', with gtnlclaitn rmtrnan2n -4' t`'1` thelandl� together with the buildings thereon situated in Barnstable (West), Barnstable s, +air n County, Massachusetts, bounded and described as fellows: j' 1 1 t CUesaipdm and eneyabrances,u airy) N ,: r' i �'y. �O I PARCEL 1: y. :;ti t ii 1 NORTHERLY by land formerly of John Smith heirs, Five Hundred Sevent Five _ r �:. Ili, * feet, more or less; t•. ��y I x i ° EASTERLY Bi a creek, Five Hundred Fort; (Sn0) feet more or less, and by land 'L ; W,, now or formerly of Gorham Crosby Heirs, Five Hundred (500) feet rl :s it I more or less; 44L4 in Oil: i i ,• SOUTHERLY by land of Ballet B. Gardner et ali; One Hundred (100) feet more or ; V less; VA- !i l I EASTERLY by said Gardner et ali land, One Hundred Eighty (180) feet more or VA- �I I.i :� less; - �r� � 1''t• NORTHERLY by said Gardner et all land, Ninety-Five and 77/100 (95.77) feet; l j� c EASTERLY by land of Besse B. Crocker, Two Hundred Thirty-One and 32/100 i i tf I: � '. (231.32) feet; , '� 4 ; ,I SOUTHERLY by land of Trustees of New York, New Haven &Hartford R. R. Co., by . irk : ' x ; ' a curved line, Six Hundred Thirty-Nine and 73/100 (639.73) feet; "re ( WESTERLY by said Railroad land, Ninety and 10/100 (90.10) feet; 'All i I' 0+� SOUTHERLY by said Railroad land, Three Hundred Seventy and 13/100 (370.13) t if feet, f WESTERLY by land of V. Elwood Leeman, Two Hundred Eighty-Eight and 00/100 i (286.00) feet; and 4 C�I`i NORTHWESTERLY by said Leeman land. TWO Hundred (200) feet more or less and by a creek Seven Hundred nighty (780) feet more or less. It W �'. . ;1 I Said parcel of land contains 5.61 acres of upland and 15 acres, more or less, <a y� - ' of marshland. Ir . . PARCEL 2: ' ,r '� # I1. ,.I `i r.: NORTHERLY by land of Trustees of New York, New Haven & Hartford R. R. Co. by a . ;, straight line, One Hundred Seventy-One and 10/100 (171.10) feet „ �j v'/ and by a curved line, Five Hundred Eighty-Five and 00/100 (585.00) qx a feet- ' s i j `d t' WESTERLY by lard�of Besse B. Crocker by three courses measuring together, Four I j -� Hundred One and 01,1100 (l;O1.0lt) feet;ti ff NORTHERLY by land of said Crocker, One Hundred Seventy-Nine and 07/100 (179.07) .T, .< feet; �Yi "::t' I ), EASTERLY by land of Harold F. .George et ux, Six Hundred Ninety-Two and 85/100 t , (692.35) feet; ,, '� e,`,, '‘.-t.-!..-/r- i' SOUTHERLY by Main Street, by two courses measuring together Two Hundred Sixty- � P l Five and 03/100 (265.03) feet; ,�t ( � ' 111; ]L', ( (: WESTERLY by land of Aleksanter Jarvi et all by three courses measuring together fat y.' I+ — Three Hundred Fifty-Two and 461100 (3521b) feet; r IA SOUTHERLY by said Jarvi land, One Hundred Ninety and 00/100 (190.00) feet; WESTERLY by land of Carl and Ava G. Salo, Two Hundred Fifty-One and 26/1004. *"a (251.28) feet; ) .i SOUTHERLY by said Salc.land, One Hundred Ninety-Seven and 55/1G0 (197.55) feet; atr-v« i • ��-_ I i and :t is < !1 WESTERLY again by said Salo land by four courses measuring together Six .16_41.�t Hundred Sixty-Seven and 91/100 (667.91) feet. �_fv. 1 {j Said parcel of land contains 12.71 acres, more or less. h r it Si • M j S 's $ w.c If ,`,Y y� z1 -1 i.+ ( Iadi+idml—loot Tenants—Tenants in Common—Tenants M the Entirety.) �r t 7 _- i- an -`a -Ck; • t t 7 ill . 41i'I2 I �-- .a:- Ili t The two above described o parcels o. land are shown on a plan entitled, 'Plan �ecr of Land in West Barnstable —Mass. Belonging y- Jan. 27, 196L Nelson Bearse - Richardto Surveyors, Maki Scale 1 in. 80 ft. Law, eg stryro, Centerville, Mass.,' to be s recorded herewith in the Barnstable County Registry of Deeds, i237 r , MaryB Fcr my title, see three (3) deeds to me, all dated April 30, 1919; one from $14 7 �. a ,_ Loring recorded in said Registry in Book 367 Page 32L; one from Mary B. Loring, Guardian of Ruth B. Loring recorded in Book 367 Page 325; and one.from Charles L. Bassett, Guardian.of Henry B. Loring recorded in Book 367 Page 326. ==y11€'I' Said premises are subject to an easement in favor of Cape &Vineyard Electric .Y Co. dated February 3, 1922 and recorded in Book 382 Page LA, and to a road taking •-r' ,fi.. made by,the County of Barnstable dated July 15, 1927 and recorded in Book L1i6 Page y a 516. The 20 foot right of way as shown on the above mentioned plan is subject to the rights of record of all persons legally entitled to use the same. -4_,—. :z _ .' XIJ iioQ 4fSls7f13c ,'::.' rj,C[k1' YXYb�;Yla3tr xr -a_ Api} ts'sks845 riLnYes 7 hand and seal this dayof February z954.. 7, ciin Nak? iiminunrintatil; n_` r.L.snarhnar'is i:. j - FvFNST ELE v•. icBkua y //77t 19 611 :Y Then personally Pi.car.� the•rao,•^Warne- John Maki and •,c oowledged the foreRcerc ir.:=n1nnent to it his •Nfree act and deed, before me Do.ccaug I— '-.4f.tA� S'' ^Ta67 resin �ti J--e�4 , /� sly Commision Exp CRRCC a I DEE EE. ' l � v, (, _ ` __ saus_ i_ TntuC.M.S C m S. � '/ gI c • z §yf r v Y ,d'ICo� n'1 ff\ LLYIf'N•I�T6Y�I 22 z z11 xG m l o Barnstable, ss., Received February 11, 0� a 1,64, and is { x recorded _ X r /,�A' r ter} 4fi•�, ¢j u y • 0 Ir- • 14- y � i'9o# 06i19/2001 16: 42 If5I5264 4 BERNARD KILROY PAGE 02 7 • • QUITCLAIM DEED I , AILI PAULINE JARVI, of 2070 Main Street, Barnstable (West) , Barnstable County, Massachusetts, for consideration paid, and d in full consideration of One Hundred Eighty-Five Thousand and 00/100 ($185, 000 . 00) Dollars grant to MARK A. SCAVETTA and GAIL L. SCAVETTA, of P.O. Box 651, Marshfield, MA 02051, husband and wife, as tenants by. the entirety, with QUITCLAIM COVENANTS LOT 2 as shown on a plan of land entitled "Plan of Land in Barnstable & West Barnstable, Barnstable, Mass. Prepared For Aili P. Jarvi Scale 1" = 40' Date November 8 , 2000" and recorded in the Barnstable County Registry of Deeds in Plan Book 561, Page 6, containing 1 . 28 acres of land more or less, • together with the right to use John Maki Road, as shown on said plan, for all purposes for which ways are commonly used in the Town of Barnstable, in common with all other lawfully entitled to use the same, and reserving the right to use John Maki:Road for all said purposes for the benefit of the Grantor' s remaining land shown as Lot 1 and Lot 3 on said plan. For my title see deed of John Maki to me dated February 11, 1964 , recorded with said Registry in Book 1237, Page 546 , Also see deed from me to William E. Jefferies, Jr. and Kathleen Jefferies dated June 27, 1986 and recorded in said Registry in Book 5198, Page 039 for reserved rights to use John Maki Road. 06,19/2001 16: 42 7757526 BERNARD KILROY PAGE 03 466. WITNESS my hand and seal this day of June, 2001 . • igaLpe gfAt4 Aili Pauline Jary COMMONWEALTH OF MASSACHUSETTS .Barnstable, ss . June ice , 2001. Then personally appeared the above named Aili Pauline Jarvi and acknowledged the foregoing instrument to be her free act and deed, before me, Jil Ok- C. Winski , Notary Public My commission expires : JILLC.ZYLINSKI Notary Public k:\resiest\jarvi\deed My Commission Expires Jan.29,2004 • p `i/ in the Commonwealth of Massachusetts, without exception for any matters not expressly permitted hereunder, other than the conditions and stipulations of that form, and the ' exclusions from coverage which are part of that form. Specifically, without limitation, Seller shall execute and deliver an Affidavit in form sufficient to enable the title insurance company to delete its standard exception for mechanic ' s or materialmen ' s liens . 8 . Seller' s existing mortgage is with: The Account Number is : 9. The parties understand and agree that the Broker hereunder, Robert Churchill, of Buyer Brokers of Cape Cod Churchill Liebert, Inc. , is the Buyers ' agent and represents solely the interest of the Buyers and has no agency relationship with the Seller or Seller' s agent, if any; and that there is a fee due to said Broker of five (5%) percent of the purchase price which shall be disbursed from the settlement funds at the closing by the closing attorney (i . e. , the Seller shall receive $185, 000. 00 minus 5%, plus or minus other closing expenses and customary adjustments) . 10 . Unless otherwise specified herein, any notice to be given hereunder shall be in writing and signed by the party or the party' s attorney and shall be deemed to have been given (a) when delivered by hand, or (b) when mailed by registered or certified mail, all charges prepaid, or (c) when sent by telefax during normal business hours, addressed: Seller: Aili Pauline Jarvi 4 2070 Main St . • West Barnstable; NA. 02668 With a copy to: Bernard T. Kilroy, Esq. Kilroy & Warren, P.C. 67 School St . P.O. Box 960 Hyannis, MA. 02601 • Facsimile: 508-775-7526 Buyer: Mark A. Scavetta and Gail L. Scavetta P.O. Box 651 • Marshfield, MA. 02051 W.I. Lh n copy Lu : Peter.' L. Preetitati, Esq. 86 Willow I . . o �• ffi YarmuuLlipU11 I.1A. 02675 Facsimile: 5O8_362_8-'8 Seller:`{f 1���1��) f<�Bu yer: r� Pauline arvi M. rk AWet a • f Buyer: ail , S,ca etta • • • 1 111.1w- 1 1 'iliN\ • •• f EL.67.50 .101 c* - EL.66.6 4"s=0.0Pi V___ ,...0 SCH A:40 1-240 MANHOLE 'COVER BROUGHT 9"MIN LU Ca> Z a, / 12" OF FINISH GRADE 1_ ... INSTALL ACCESS COVER WITHIN /36''MAX z /7 +66.5 LEVELER CAPS RECOMMENDED ,• , . .1„,„, :i. _-, --, 44 , -. --',4'. ..0-7-1-://:i,s,'-',,,,:'-'---,.:I':'` ,I,' ru....i, _ ______LW.ITHIN+36./6;0; FINISH GRADE -FINISH GRADE +66.5 br 4..„4. ), END CAP LU U -el Q: 1 0 4" 0 PVC SCH 40 64.84 0- 1 EL 65.25 ...--------"' S=.02 ------- il_ 13" .....-...-...... ...-,...', rE:...64.26 0 tx 1.••4 4 14" 7 .C)05 4 0 PV17RF 3” PEASTONE T 1.4 .. EL.6500 . J---- '/Ai•IIIIy" 4r,Vf'-54- „,,,v,,,,,,ix4 _. ,,I>,‘,A',c ; '''',-1. 74'".1 EL 63.76,,•?.,,/,!: I ' 00. /I. w,:;- ,, ,,,mt•l',./,I,•"' •;10 EL59.50 I--- 1/6" C'ROI:ib aietNE :0307;1,14',,,t„. A -!'--- 4.Z- EL.64.41 ... 4. int ..:0: GBASAFFE EL64.61 , 00 IC) ,.C., 4,X ,,-!SK,' • C.,;* s'''''' ' ',.','"'.`i 'V--V ,Z.41':; ,:..... 11.-4444,, C... kn 10' MIN wAsH/E4D'' STONE ' /2” 4 (i .ss TO BLDG EL.64.75R1E 1 IN. wC/01N0C. OUTLETS SOX ...----.. -,,',, ,,,,,,-/-"e'• - '-•:11,„ , 'irt'''', - "to;;f:.," ,,,2,4,4, -,5,,,k-e>, , '4-7- , - "6" CRUSHED STONE ,,r. ,,,.._„,,,,,,,_y*A0:,:,,,,u, -IN<V,P4 7,v1.=, "•:eir, --,,, Ti--- - --",::§P''' .,,- J':'At'','k''''. .'''".-4 ,Aikr -'' t 30' 10' MIN. ..--:. 20' MIN z 111.^.110 0.• - 40: I',,,-,Z' 4,4,:'':'t' + M 46**0,40:',..jr-.-''. . i 2 ,-' '4 ily'' C,'A4-' ik., ge. 1 4',.'1,- -' --- _ 1#4.1i ''*4-- .. . tri 20 CID Cl 0 '''''7 i'''',::400,00.' '. -- )(P '5'''' ' 4.1*‘: ' ' 1500 GAL. (MIN.) PRECAST CONCRIETE I LI- "., to Z et- ,'T.:",:, ,,..,,''''- 2',-,N--4,k, , 0 V[14,I": -V,..,V,,..4_ • ,,c. „,.. ''''42,.. ' ''' , SEPTIC TANK W/2 PVC SCH 40 TEES CS uu (CI 0 ND 0 $ .',`-‘,':',',;'''''ikt•1 ,,..,-' ,t ..• ' V4„ -, , %.4,-Ot% -„,./ r, . 0-11 GROUNDWATER EL.= 58.76 . CL 0 c\I Cup0) . 0 1 (-\ SUBSURFACE SEWAGE DISPOSAL SYSTEM (FROM MOTTLING) t-,-) I, __ (NOT TO SCALE) LOCATION MAP (NOT TO SCALE) , 2 c /- ,R o-, ORGE17' ,, Z a_ k 1 2,3 7:6' r-- SEPTIC DESIGN (NOT DESIGNED FOR GARBAGE GRINDER) z --: \ ‘, \ \ \ ,,, s3: C....3 1, 1--- , _----------___., , 1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD L47 \ •5.7.2:56 0. 2. SEPTIC TANK: 440 GPD x 2 = 880 GAL. USE: 1500 GAL (MIN) 71' % co frA 4011 , /N / \ \ / 3. LEACHING FIELD: P.R. < 2 MIN/IN CLASS I \ , 7 / / , ' , \ \ , , , AcI5A , / \ i / / \ 'f USE: 1 -30' LONG x 20' WIDE x 6" DEEP LEACHING FIELD , . / r,... / / r r. a.' / */ 'm ' ./ TITLE V IZOT 2 / / / , , \ 1 ---- A -i ' ‘ \ \ \ 1\5 LOT AEA = 55,679± S,F: : ,/ // , PROPOSED AREA: 30 x 20 = 600 S.F.R , ( ,/ 7 , /' CAPACITY: / , , / ,- / , 600 S.F. x 0.74 GPD/S.F. = 444 > 440 GPD(D.D.F.) / / / SEPTIC NOTES -.„, I \ / / , \ ...II -„, ir , ,/ r1-44 , ,, , \ .., .z ....:A , // / t--4 „ / / , / Ce) a) C4 / Ns:- / / , / 1. PBBYARORNPsETRABTYLLEIN,EMDAASTSA. PFRROEPMAR" I JNA RBvALR NDSATTAEBDL EN 0(4 cv EWmEBSETR B8A,R N20S T0A0B.L E, \ / l$N • ..,, I oz, „ \ / . \ , \ \ \ \ \ , 1 1 '', , ' ; , , , ' / / , ,i/ '' ' __ . .. , DOWN CAPE ENGINEERINGEP,DLAINNFCO.OR,FYAALANILRIMPDOUTH, MASS. . Ce) f Cr.) 4.1 , r=4 __s• 1 2. TOPOGRAPHIC SURVEY BY GRADY CONSULTING MARCH 15, 2001. 1 \ { 1 , , 1 \ ci \ 3. SOILS TESTING BY GRADY CONSULTING WITNESSED BY GLENN HARRINGTON, MARCH 15, 2001. o-i U I \ ---,,\ , 1 1 , -111 c.op 4. OCAFLLCODNIGSTRSAuFCETIO1N-.888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT VD > ...4 -1 62 ,. I , r: cA 1 --e , 0 , _ Cr) i ,.0"/1.1 \ to 94.4'± 41 , 5. NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM. cv 1 i (15 m9--7-- - 6. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM r-- -- ..t z ct c, 'N''5. ••., 1/ --- I, 26.0' I 7. THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTION ZONE II. --.../ 1--- cx _ ,.„... .__ , , _ ti -0 8. ERXECPALAVACTEE WITHALL MATERIAL (A,0(AAR,SBE, SLAANYDERISN) ATCOCOSRADNADNCCE LAZEHR 3(1300”c±m),R 5'15.255(3).AR0UND SYSTEM.EXCAV 411 p --J --, c71 0 0 „., u / en u. 6f) ct =SLA65B.50EL ;'ii- --,„ TO BE INSPECTED BY GRADY CONSULTING L.L.C. AND TOWN PRIOR TO SOIL REPLACEMENT. v) (/) _ _ i:0" _, 1.0' C....) / ,... ,,.• '- -- ,/ ilifir. .. 67.J,± 1 _ ,, 4 0,, c•4 0 " ,, +66,0. ./ ii outv ,\,,,,,I,‘ \,,, ,,,,,\1\41 'ke.,‘,,,' ....'.R,,,,,,', ,,‘,p,_‘,.,.,.,„';,',\', \:\ \\\\\'\ \' \.' \ \ :\IN:1'.1., >toa.s...., \ Ct : I 66 ,, -0 -,., +66.0 „/ --/ i 0"i•-•. 0 s.- \ -- • o ---, N • V) (I) \ -,0 8.0' '----- ,/-- 14.1 "-I-- -, \ kw LEGEND con fl4 c , 20.0' Ce) 1....LX.) \ 'A \ en 0 .-- 6 1\ h...) +.4 •c- ,,, .,.. \ EXISTING PROPOSED WD AETLI OL NI N G i Ay ) o 1,..,„: , , PRTOOPFt0SFETDOUDN ELEVATION\= 67.50 7:::: i PROPOSED ° 1:1/ I ) I SLAB ELEV.-760.50 n."1- I 1500 GALLON IrZ) 2' CONTOUR 100 --a. TO'MIN SEPTIC TANK k I -, N < +99.8 SPOT ELEVATION +100.50 1 co 1 / 0 0 41k.'0,;. D-BOX - , / i / 36.0' 1 PROPER-1Y LINE , I // go • •:4 , • : .- / I , -..t. / EDGE OF PAVEMENT / <,, / •m 40 4 84141 J / - - - - - - / 64C, (NI 7 ,-----_, I 1 / - - - -W- - - WATER LINE W o4-1"OF Ails, I ( / N4 s.--'.15' TO BREAKOUT Z5-cro• F---wirij. (1 Iiiiv / -S• I 1 ,/ / /04' 4/ ELEV.=64.84 itIlan z d ( TEST HOLE 4 0 RICHARD c. osi / . i I / • t„....iinitIMMIlin,,, am t . c. affismovivi / 0 GRADY a 1 i ..% No.38072 1 , I , .' 0144 III •--- 0 .1S, ik'sorsreitepec, i Lo SOIL LOGS .1 ..D.,„5 7,-, tAvt, civi, ; 70 , E ' . / / / I 100% EXPANSION AR '1 - n2o2'± I ,, i . 2-10' WIDE X 30' LONG • i ., / 0 i 5.2 I 1 r- --,,. , ._ ,,,e(lo:AilN) L,..1 1 > 01_ I , / x 6" DEEP LEACHING FIELDS ,,. / cn , fX 0 1 I-LI J i T.H.#1 T.H.#2 T.H.#3 / i 1 0.1 (/) . - ,, i /0 f EL. 65.26 EL. 65.16 EL. 64.81 m i ; 7 < 2- I+ / APRIL 26, 2001 19.3)± 2- I+ ,' ,-... " / 0"-6” o"-6" 0"-8" 1 1 • ,, (10'MIN) -., / / A A A • •-- / , -„, _ LOAM LOAM 64.31 LOAM SCALE: 1" = 20' 64.59 • , 64.66 - i 0 igrum 4, _ , .0- .... 0) / r.r. 4 el° -.' ''''',4i '4.'42 59 w ,_00.-ty _ 6"-30" ' ZOO W - -- - - 1 , • 6"--30" 8"-28" - „ _ _ B JOB NO. 01-016 , .,..- _ __ __ ___ _.... __. __ _ . _ _ ,, ,_ „ ,_ _ ___ ..,_ „,„ _ B SANDY LOAM 62.31 ...... ._ LOAMY SAND . ---. - - SANDY LOAM PERC 62.93 LATEST REVISION: 62.66 --- ' : \ ZONI \ G DATA I SURVEY CONTRACTOR TO I CURB BOX NOT INSTALLED AT---/ 1, TIME OF LOCATE AND CONNECT \ ) , / , - 'T-----, - 1, EXISTING EDGE Of TRAVELLED WAY(UN,RAVED) i BENCHMARK PERC : X © PERC i JOHN ', \ MAKI 11 ROAD, , , I NAIL IN 12" CEDAR TREE ELEVATION = 74.20 Z © ' 30"c-184" 3p2.;._<520. SAND g © MIN\IN ' DISTRICT: RF \ ‘, \ (UNDER CONSTRUCTION) 30"-132" 36-_54. 57.81 MEDIUM SAND 28n-120 36n_54. IN 30 MIN C EXISTI_NG E_DGE OFx,,,TRAVELLED ____WAYL_I/NPA6VER)_____ _ 41 \S) SANSY LOAM ABANDONED 84"-108" MINIMUM REQUIREMENTS: C2 MI:TN\IN2 LOT AREA 43,560 S.F. LOT FRONTAGE 150 FT SANDY LOAM 55.81 108"-132" 55.26 54.16 C3 D=10'-0 REAR YARD 15 FT " FRONT YARD 40 60 30 FT 20 0 20 D=1 1'-0" SAND 53.81 NO WATER SIDE YARD 15 FT ....1 .111 . . NO WATER D=11'-0" si •NI IN .1....... MIII .iN Scale 1 " = 20' MOTTLING NO WATER MOTTLING 0 MOTTLING 0 @8'-0" 6'-6" - (EL=57.1 6) (EL57.81) (0_.=58.76) } SHEET 1 OF 1 2 7'-0" .= \4 . I : , 1 - - - - - ___-- -- -- / -/-ir/ ---- --- - --- I 1 1 1 , ;. ,.... - - �.w»a�.-,+ter:...»....... w w x. mc•:h�c �...w.wwr . ".R.'sF'.IF..4t yM�. �f1�, !ew.a.-.m..s.rx -----' -- - 1,11,,. etreivii:1431 : . . ' ..�.:, ..,..�..�e.�-- +.w.-:::rn+... T--- C •w..•.w.,+..:..way-...r�.�.. ,„::+acea�-..-.:�.,..w�+ :.nos-.r,..:..��ir�.,n.ui,'<w�m.Y "nw.�Y�..�...... .4 r��__- _ . _ , ___ _ per- 1 � .. .- , _ ., Y I ���: "'r-��_� ,: >5 Y). "";v i_ ..il`: t LOB \ZAP 1) ��JNC. .. ,- -y , +`• �.... ._ j '' R"1, THAT 'THIS PLI 4AS PREPARED D 9 ,a � -t,.,,_, IN ACCORDANCE WITH T�,c- RULES AND `� 2: ,•�c. _3 . . '; ` -., AC , RDA OF THE REG1~iTRAS OFDEEDS . ��.. J�%�Y 2. 199r'. �[ ADOPTED JUNE 19, 1975, AND AS AMENDED ; _f _ r rr jT4 J i ; A. r_R J,.. .. /., AREA 1 aAN ARY 7, ,9884 CAPE CDT) ' IAA-, 4 1 Cz1V3'Cli- i i I 30-000 1 �` COMMUNITY ARNE H. OJALAP.L.S. DATE CJLLEGE �ARRETT'S , ;t r -CND j C'evNER OFECG,:G: AILI P. JARVI REF: DEED BOOK 1237 PAGE 546. - .- - REF: PLAN BO>3K 182 PAGE 55. r` 1C- 6.00kbir \„,1 . a� 0olio. , LOCUS MAP SCALE 1 "= 1000' 1----) . . FOR REGISTRY USE ONLY P ASSESSORS MAP 217 PARCEL 25 , ZON'NG: RF 43,560 SOFT. - MIN. AREA FRONTAGE 150' MIN. SETBACKS: FRONT - 30 FT ii SIDE - 15 FT REAR - 15 FT I TOTAL AREA OF SUBDIVISION = 3.93± ACRES PLAN REFERENCE BCOK 420 PAGE 51 . \\ \\ GORDON 1. STARR & /),\ \\ \ --^•-• SHERYL F. C 2FENE-STARR -_ . -- i a. \40,\,\'\P;c5 C\ ' .:7V* , . ' , �� N ��B, • 9'Q 9"E : „........................................... I., 2 rtltCJ C 414. ,7<-5 , rk) L ,T 3 tA f,�, 0_ c. 46,528 S.F. `,� li PxP/A=16.46 `'� <MC, Avil. 3 • /f D til - - t cri rri_n \-nri rn d 56 U )7 L!4,:. ,:,. .',3,(5;3 __i (-) , '� r �.; Z F. \Z ri•A ' , 70 **/ N "N_ 4 ) 2SO • (i) lc" 1.-t, toli 73 ri n y v aAz, LO T co .- 0 55,679 S.F. ,,,, ..\\\ ol\\\N gl . 1.28 ACRES a 4� PxP/A= 15,2 cl U-1 V .k.q‘ C:vi& 1- Illine. 0 4,_ 1 S/0/ lik , g t oci..... ,...... " k ..... cr‘ , 0 7-- I • z i N. ,..31 (5,.. ri rrl CO cp _.� �...,_w� _ ,y_ _ �.. _.._ s�, — o 7 OD 0 1•11 233191 s 1- ( `...0 \C:./- (t• ✓+N' (S'N p r • Z I D N_ N. a 'P 4)., ...... 0/0a C. 2 0 LOT 1 69,164 S.F. P<9. ACRES P/A=17.2 t,J c`: I \ 43 o•-•k t0 1 (t. . - ,...z;..: \ , 1 G ` \ , C=la- 32.2' F, EXISTING aA rl '-� " _ 4 8.8' , GRAB o N z y `y[ . • \ ' M.H.B. FND 4 NG ti c) _. EXISTING AvE • N \ J LA 7 42.1' 117.59' P \ IC- :' M.H.B. FND •W r- r• _ S8t'00.29 ,. _ 97.32' e r_ 1 HB _.-.- NIGHWA� $84.17'1" S84'17 19'� ____ STAjE rND 50.12 — , / Sa4.17'19W r ROUTE _ 198.78 ' e • 3 `Y ___________: ' __-------------6- 6:7 ( j _ Si PLAN OF LAND IN BARNSTABLE & WEST BARNSTABLE BARNSTABLE, MASS. . REFERENCE PRELIMINARY ' ' i',N #788 PREPARED FOR BARNSTABLE PL :'INNING £r.-°., 'D AILI P. JARVI APPROVAL under the :t.1.9.divisioN 1 CONTROL LAW NOT REQUIRED SCALE: 1" = 40' DATE: NOVEMBER 8, 2000 SAT /VD el:::: ,....7..._ '"/z-4 70/ _, 40 0 40 80 120 .............1,41/1/ 0.•/</C4( 1. -- 1---A____Ib.-- _..------2--------1 I ; C.1 • down cape engineering, Inc. . 'CIVIL NOTE: I 'I V I ENGINEERS NO DETERMINmi ION A TO CfAIPLIANCE WITH ," AR�E ; THE ZONING ORDINANCE REC3UIfiEM1ENT5 HAS I_.AND SURVEYORS BEEN MADE OR INTEN. „ BY TH.,L ABOVE ,3 G'`• ` CI\ ENDORSEMEN = 939 main st. yarmouth, ma 02675 off 508--352-4541 , a_\., re:o fox 508 362-9880 ARNE H. LS DATE 0 oo-ems . 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