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HomeMy WebLinkAbout0286 PHEASANT HILL CIRCLE a�6 -�h�1Q� ��r �� /may-- 3�- d-fl� -ova-o3�-- l t i s9 Town Of Barnstable 'THE Regulatory Services TOWN OF BARNSTABLE Thomas F.Geiler,Director * MUMSTABLE. ` Building Division M11, }. -2" Pill .3: 112 MASS.ED���`� Tom Perry,Building Commissioner' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us _ ' Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 3 FEE: $ C6 (40 q0 SHED REGISTRATION - 200 square feet or less 4S rLC Cc L D'r 01 �T 1 Location of shed'(address) Village , (L ` , t l 17 z Z Property owner's name Telephone number Size of Shed Map/Parcel#. gnature.0 Date Hyannis Main.Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS.; .f n 1 'THIS i. FORM MUST BE ACCOMPANIED BY A PLOT PLAN r F Q-forms=shMreg j xEV:02oi `I1 4 Town of Barnstable Building Department - 200 Main Street BARNST"LE, * Hyannis, MA 02601 9� s63� .�MAS& ' (508) 862-4038 Certificate of Occupancy Application Number: 200902731 CO Number: 20100038 Parcel ID: 002002032 y CO Issue Date: ' 03/31/10 Location: 286 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use:, , DEVELOPABLE LAND Village:. COTUIT - Gen Contractor: BAYSIDE BUILDING, INC Permit Type: `RC00 T CERTIFICATE OF OCCUPANCY RES Comments: _ s t Building Department Signature Date Signed 1ding Application Ref: 2009027310 HARNSTABLE, Issue Date: 07/02/09 Pe r It 9 MASS. �w i639• ��� Applicant: BAYSIDE BUILDING INC Permit Number: B 20091137 Proposed Use: DEVELOPABLE LAND y Expiration Date: 12/30/09 Location 286 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002032 Permit Fee$ 1,326.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 260,000 E Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 3 BEDROOM 2 1/2 BATH CAPE WITH ATTATCHED GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL a INSPECTION HAS BEEN MADE. WHERE A c CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: i THIS PERMIT,CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR-ANY PART THEREOF'EITHER TEMPO RARILY OR'PERNtANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMIT fED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION'. • I STREET OR ALLY GRADES:AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE".OBTAINED FROM.THE DEPARTMENT OF PUBLIC WORKS.,',' t' THE ISSUANCEOF 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-k 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). ' aE l y tt �r" �.der;,_ �, +' ::ut� : -,-s7 s Ci a Fr*h lY +C� a,':a, E,:tN.,,,,,.� ,; .:..,ii ,r-.s.. �'.., +ru1.. ,,1;4.,• .;a, ...,l,Fx ,4 g. A^'E +,n,+! BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �6 1 O l.a/0/0 NV LJ zuvs etc l r) �O Oleo 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 B d o a th C ref 1 R t U t. J. F f J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel ®a 3 Application Health Division 0 9 Date Issued Conservation Division Application FeeiLoo Planning Dept. ._ Permit Feb S tl i Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis a O Project Street Address- o2 Y6 Village Owner ea, A-tue Address '6"Y4 qJ Telephone '7 7/ ` /014) Permit Request I 3 L 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Q Construction Type Lot Size !?qgk 1b Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family I" Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑'No On Old King's Highway: ❑Yes O No Basement Type: dFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new r,2 Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count y Heat Type and Fuel: di Gas ❑ Oil ❑ Electric ❑ Other Central Air: aFuYes ❑ No Fireplaces: Existing New 4"' Existing wood/coal stove: ❑Yes E(No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ z fxzq Attached garage: ❑existing 2 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ®'No If yes, site plan review# Curr'ont Use yr _ -_ _ _Proposed Use CID APPLICANT INFORMATION CIO •~, (BUILDER OR HOMEOWNER) r Name 0Telephone Number �77 fl M Address !0-�i 9�� License # Home Improvement Contractor# Worker's Compensation # W)Ci��'O0-7 3 1146`J121P ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T SIGNATURE � _ - DATE 5--,7-d -949 I t FOR OFFICIAL USE ONLY _ APPLICATION.# � DATE ISSUED MAP/PARCEL NO. x ADDRESS 1 1 VILLAGE OWNER i 7 DATE OF INSPECTION: i FOUNDATION e/241Zo D4 i -FRAME INSULATION 40 m 9'joelg FIREPLACE , ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING y DATE CLOSED OUT ' ASSOCIATION PLAN NO. x Uniformly Loaded Floor Beam(AISC 9th Ed ASD]Ver.6.00.5 By: on:06-19-2009:2:35:26 PM Project:OSPREY 2 CAR GARAGE-Location:GARAGE BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary. A36 W12x35 x 23.0 FT' Section Adequate By: 145.2%. Controlling Factor.Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.24 IN=U1162 Total Load: TLD= . 0.42 IN=U651 Reactions(Each End): Live Load: LL-Rxn= 3586 LB Dead Load: DL-Rxn= 2817 LB Total Load: TL-Rxn= 6403 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 23.0 FT Unbraced Length-Top of Beam: Lu= 0.6 FT Live Load Deflect.Criteria- U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1 30.0' PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Wall Load: WALL-- 0 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 30.0 PSF Floor Loaded Area: FLA= 322.0 SF Reduction Based On Total Area: R1= 0.26 Max.Red'n Based On DULL Ratio: R2= 0.35 Max.Red'n Based On Total Area: R3= 0.40 . Controlling Reduction Factor. R= 0.26 Design Live Load With Reduction: LL= 22.27 PSF Beam Loading: Beam Total Live Load: wL= 312 PLF Beam Self Weight: BSW= 35 PLF Beam Total Dead Load:- wD= 245 PLF Total Maximum Load: wT= 557 PLF Properties for.W12x35/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.50 IN Web Thickness: tw= 0.30 IN Flange Width: bf= 6.56 IN Flange Thickness: tf= 0.52 IN Distance to Web Toe of Fillet: k= 0.82 IN Moment of Inertia About X-X Axis: Ix-- 285.00 IN4 Section Modulus About X X Axis: Sx= 45.60 IN3 Radius of Gyration of Compression Flange+1/3 of Web: rt= 1.74 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.31 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 41.67 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc-- 6.92 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 38.2 Limiting Web Height to Thickness Ratio for Fv=.4*Fy:. h/tw Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements,Comparison: Controlling Moment: M= 36819 FT-LB Nominal Moment Strength: Mr- 90288 FT-LB Controlling Shear. V= 6403 LB Nominal Shear Strength: Vr- 54000 LB Moment of Inertia(Deflection): Ireq= 105.11 IN4 1= 285.00 IN4 REScheck Software Version 4.21 Compliance Certificate Project Title:-THE OSPREY MODEL Energy Code: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1345 ft2 Glazing Area Percentage: 9% Cleating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance:0.0%.Better T han Code maximum UA:362 Your UA:362 IWO TOTAL CEILING:Flat Ceiling or Scissor Truss 1345 30.0 . 1.0 45 Skylight 1:Wood Frame:Double Pane 12 0.340 4 SHGC:0.311 `FONT.":ALL IJ:'--,d Frame,24"o.c. 1264 19.0 1.0 67 Orientation:Front WINDOWS,Wood Frame:Double Pane with Low-E 63 0-310 20 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Door 2:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 732 19.0 1.0 34 Orientation:Back WINDOWS:Wood Frame:Double Pane with Low-E 108 0.310 33 SHGC:0.31 Orientation:Back SLIDER.:Mass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 546. 19.0 1.0 30 Orientation:Right Side WINDOWS:Wood Frame:Double Pane with Low-E 31 0.310 10 SHG3C:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 490 19.0 1.0 27 :orientation:Lein Side b'indaw .:Wood Frame Double.Pane with Low-E 20 0.310 6 SHGC:0-31 Orientation:Left Side f seer !: AiLlAin^S JoisU!russ:vvver :ncor :Dp:a ce f J i v.0 '.,u For-add i iat Air SEES AFZ= .... Con Editii:n�r 1:�iCctric i�.�ntrai f'tir 13 SEES Compliance Statennant: The prouosed buildi g design described here is consistent with the building plans;specifications,2-nd othe- ,CA'1 e nvnwing has Dee n designed to meet:he zuub iti requirements in m2n :?tory ranuirements listen n the RESche&inspe-n Chac;=l!st. i Name-Title Signature Date Project Title:THE OSPREY MODEL Report date:06/22/09 Data filename: C:\Program Files\Check\REScheck\THE OSPREY.rck Page 2 of 5 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) V A�C(, I DATA tau! are Version .2.1 -1 a- 1,Q vvi vi 1 vI VU%.F i►iii�- Ci ❑ TOTAL CEILING:Flat Ceilinq or Scissor Truss.R-30.0 cavity+R-1.0 continuous insulation Comments: F[4 ecsit fee_—it Y1lt_i-e. ❑ FRONT WALL:Wood Frame'.24"o.c..R-19.0 cavity+R-1.0 continuous insulation Comments: Comments: Comments: Comments: For windows without labeled U-factors.describe features: rn ni k Comments: For windows without labeled U-factors.describe features: Comments: For windows without labeled U-factors,describe features: Comments: For windows without labeled U-factors,describe features: Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. .air:i�t ❑ Skvlight 1:Wood Frame:Double Pane,U-factor.0.340 Comments: ❑ Door 1:Solid.U-factor.0.280 comme ❑ Door 2:Solid,U-factor:0.280 ❑ SLIDER:Glass,U-factor:0.310 Comments: Floors- Data filename: C:1Program FileslCheck\RESchecklTHE OSPREY.rck �-Page 3 of 5— ❑Floor 1:All-Wood JoistfTruss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:86 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms ❑ Sunrooms that are thennally:isolated from the.building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: 0 Vapor retarder is installed'on the warm-in-winter side of all non-vented framed ceilings,walls,and.floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined._ ® Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications.. ❑ 'Insulation is installed according to manufacturer's instructions,in substantial contact with the surface beiFGu maul:ttad.anu,,:a inn.a.ne: that achieves the rated R-value without compressing the insulation. Duct Insulation: 15<<_€,ainrr-Mitirned nr riitelrle th$hodidin:_i Pre-inc:rated to at!east R-R I Ducts in 3ioor trusses a`uoVe u�,cuiGditioneu spaces or above We outdoors are insulated to at least R-6. P,3I r}.: n,J t .-,}:._.., ... ,z.}.z..,:,4..,},-..-.}:...Il,,,+:h;,ab,},.,:}},},..--- .,}:.... .-...4:..../...d6.....:,.,..+\.-. P.}4.....-, ,.l------ � r. ,__e+ -'z-_l.e eel 3-=yV.'.3=E,�=V a—C._5.5:5�4eG�ultSiit'lSL�f3Y+3I3:Sidf li ii{llil tt9Ga+.�,\dC�.�is.Geu5e4e n,arnm@s.n , iri—Ile,on all ou Wo Baer,,.t�.kes and exhausts-. . _..,::..�:. - ».. - .. - E GEEE�mE�ifleG�E�538t2€�Gv. i4.g<4;�m m,a s4 f,.®a9zs.q�ae..0 --------- Me. I�-f- Circulating Hot Water Systems: —s 3__1 -+in grant wnf—nin—wp in Glat�rt to R-7- ' 3 ':Grr:G S[St\lva r 5if4tF'iS3'van,aG7f: d9!}iR nS:lnii_LIs:VJF:(;PS t tilrrS ESEt ti±ri:irm7i:_itfni7iiifTiit?%c-'SR^tf:p--;ft_eTFT 9--- in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:THE OSPREY MODEL Report date: 06/22/09 Data filename: C:\Program Files\Check\REScheck\THE OSPREY.rck Page 5 of 5 CO,o c � Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.34 0.31 Door 0.31 0.31 �x+•e-1y$,i A P A�3�i�S ��r v," t, ''''spa �� ` k. "K ':v1 Forced Hot Air Furnace 86 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: I °p1He rot, Town of Barnstable hP Regulatory Services s DAMSreeM Thomas F.Geller,Director M,►ss. 9`�pTfD A�i 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 0 7!l CT F.(� /%�f+�� ( �/1��, C .as..Ozvnet..of the:subject property. ....... ._... .: hezeby authorize �S in all matters relative to wotk authoiized.bp.this building.permit•applicationtfor. 96 Nt�M- (Addtess of Job) -- S^ 02 6 Sigmtute of Owner Date g/z16(l T -,6A4,r y Punt Name The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street ` Boston, MA 02111 wwiv.mass.gov/dia `'Workers' Compensation Insurance Affidai'it: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatiorVIndividual): L �9Y5/� ����L^����'p IAld C. Address: ,8d X q 5 City/State/Zip: CeA17,�V/L.Lf Alt- Phone#: 5 e ` 717 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. KNew construction employees(full and/or part-tirne).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workbig for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all \ ork right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other 'An 'applicant dial checks box h'l must also fill out the section below showing their workers'compensation policy information. t Homeo-criers who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. }Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy infomiation. I am tilt emplo_r'er that is provi(lilt workers'comperrsalion insurance for in employees. fie/orr is the po(./cl' nnrl job site infortrration. Insurance Compati Name: /1012)/14 _2i4/_s Cd. Policy ,i� or Self-ins. Lic. ✓': W CIF 00 106 !� Expiration Date: Job Site Address: /Q OCh City/State/Zip: C'o_rl/lT dZ-6 qQ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can-lead to the imposition of criminal penalties of a fine up to $1,500.00 and./or one-year imprisorurrent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer!fy rudder thepains andpenalties ofperjury that the information provided above is true and correct. Si nature; % Date: J �c Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/1/04 6/1/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering & 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/1/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/l/07 1/l/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/l/06 511110 111105 .1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/l/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/1/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20Y04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10 L&M Glass Co, Inc 5/l/04 5/l/09 5/l/04 5/1/09 MAP Insulation 10/l/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/l/09 4/1/07 4/l/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 � 4 r C -�;1..+�>��J�u� '�``3.+�c� � '``r�,s,.S,✓`�'��i?;J �c::`�✓'�� :.ct'a�z.�r L.:a..,��tr..�-_. Ce T� t s ��614 Boa� ro ut ing, ogu�atio s an tandards" d ', � �dLLConstruction�Supervisor:License ; (� 5645 � r NAM ��� t Lrcens�e CS ; 1i9%r2010 Tr# 22048 VAS can2BRIIAN'�T ®ACEI� x s lk k CEN ON 'E} A 1 �, .. � �ommtss�o er�E muM i � r j MOW s a .. > �5fr�i Utz ft I -.v t .z1 r osed�Vim,L sEM t ( ' 00 r3'S;000� ( MEN EMU 1 y�� 1'Ak;N�asonrny,on�lyr '; 6 , 1G 1t,,�"Family H`o�rnes N t� Failure�to�po"�ss"e�ss}c�rent edl�onaf tthe sachuS,ebtsrtatte B, ild�mg Is�a�use�.froryreZocah$onfiof this hoenses ,. ti rr t TempParcelEdit Page 1 of 1 Ij omw "AA� Y� a �✓��.j i Logged In As, Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 ( 032 Street Number: 286 Unit: Dev Lot: ]LOT 32 �I r Road Name: PHEASANT HILL CIRCLE T/R: Sec. Road: T/R: l� Villlage: 107- Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: ..... Updated: Up'date� ®ele e Add�,Another 5 http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 .,�*•'- r"t�`"'`�` ' "''� , ,1.;` ;cAaa 'YrP�rW" af�`.r F y^�:•"1> +�+g..,.;.Wr,,,.;r��d.�rrtw•.wynr.ryw. �.wriws�r�`�ws�i�*J�Syi:sy:ttrty*'r-•ss >.. r, xy: Y^+`Yv7's�w3"(nf"LtvA.i�°+.a'.�1"r tn = S Town of Barnstable ,p�pF1HE►p� BARNSTABLE. Regulato t6j9• ry Services MASS: .. 7� `e$..__.,. �E6jq. Building Division f 200.Main Street,Hyannis,MA 02601 Office:; 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location a Ste Permit Number Owner- -"4(; c.Ac_i Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: f ,D 7rr2 -97 r 0AJ /J07- PcAYx C.L\ IN P-)%E — l �N Tbp PC_"q- s, R�v A- u,�.c,,�,� �E a Yzts � � ©� G as � T t3� vu p, � � � l'����--?'�4T« /lr(.f45� !� 13►P �nc0 �`o�. I�f-SrB� 0 0- o>u z' ln5lt 45 e 0 !� CcJI tUd 6zeY ✓� ��°�QL�c!ZE s � � ,o Please call: 508-862-4Mifor re-inspe gtion. Inspected by Date r TempParcelEdit Page 1 of 1 RM �� �; Logged In As: Wednesday,January 16 2008 Frank Schlegel eParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 032 Street Number: 286 Unit Dev Lot LOT 32 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T/R. l-A villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: I.PLBK 617/69-75 (APP 7-62) .. Date Added: Updated: ._.._:_ Update' (Delete A�dd�f�nothe htti):Hlsscil2/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 1/16/2008 REVIEWED u E ID SMOKE DETECTORS "W 0 ------------- Ln LO DAT lip v- DING DEPT In DATE -_- ---- --- _ - _ .- - - ---- _- -_ - __ MENT E REQUIRED FOR PERmIrtING 00 _-__ © --- -____- - = __ __ CARBON MON OXIDE ALARM 0 MUST BE INSTALLED PERS MEMO U) SSACHUSETTS BUILDING CODE Z U ul o 0 TUL F1 W ���� ���� Ll TLJE (J) H � � 0 ob ® ® ' 0 M P�H Z 0 FRONT ELEVATION 3: SCALE: 114" - V-O" Lu z 1j) Lu Z HIT FF E E: 17 LEE tut<<E(�> — 2:— 1\ Lu "i H tu co Lu tu 04 JUL LIL ® ® FIT if 11L]LI EJ I Lq) SHEET V�T L---J REAR ELEVATION 24 DRAWN 5Y: KW SCALE: 114" - 1'-011 DATE: 6/2 /Oq b0._0° 32'-2 1/2" q'_8n 16'-2" �1-2" 16'-3" 6'-q" 5'-60 4'-011 8'-00 61-21' d ID ID C B � DECK A _ Lid IS o r m J in MM WW O saga_�>>'.>3 �Fy..,. �• ,ram�.s•�...4,.��tm�a.A.:�:' _.+.v�s.'�...��:s :c�; :h; -„�:a.� s:;�.:� :,.�.,s.:�s�.� .;.,.<'s.�;��� ; ss..a�` ,,.a; q��. ,�-GM:z .r«�:�-:�:�� t¢� 1 POWDER RM 2fi O U L � r VS 606 � ,. 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II I I. il:; I j ill II III I u 11' 54'-0" SWEET SECOND FLOOR PLAN A-4 SCALE: 1/4" = V-O" SOB: Og24 DRAWN BY: KW DATE: 6/22/Oq -----------------------------------------------------— 58'-0" ` V—O" 2'—Ou —�� 24'-0" —�� — �� T-11" 6'-09 OY " 2-200 GIRDER N 6x6 P.T. POST 1 — 1 GALV. METAL P05T ANCHOR 1 = j 10' 'SONO TUBE' PIER W/ i 24' "BIG FOOT' FOOTING TYP. i Lo BULKHEAD 1 I DOOR W/ i i I 1 18' EXT. —J — L no 00 — —— — q. #a r*' .. G�1 1 _ Z.,x'7'—q" CONCRETE WALL I I v J ,1 16'x10' CONTINUOUS FOOTING V �q vl v FULL BASEMENT `r 3 1/2' CONCRETE SLAB I ` r J 6 MIL VAPOR BARRIER - I I s.. o - 11: I I yk IFERBER ' u : u : " i u ° : o : u 1 " i u I tr Lo I O 4—q 7—0 7—O f0-0 10—O 6—5 6—5 o of _ (3) q 1/2' LVL GIRTBM P I s3 IBM toIPIKT PKT I o r I I 3-q 1/2' LVL GIRDER 3 1/2' DIA. STEEL COLUMN 36'x36"x12' CONCRETE PAD _ L — I i -- --- -- -- _ I Q � � r —— — OFFSET ————— 1 I n a O (2)�REBAR TOp # BBar. TYP. DROP 2' TO I `=' I - .s 16 AO' CONTINt IOUS FOOTINGALL ALIGN I «V I v AT DOOR STUD s I I ® J w WALLS '} ——————---x-----'—�— I J ' —b 24' u L — — : I I OFFSET r -- -- ------- -- ---- J I " lU — Ij ALIGN _ I I WALLSS I I to I o I t I I Q4Q n 1 ` I GARAGE 4' CONCRETE SLAB I ,'.,. i NOTE: I W/ 6x6 WWF I II I 5/8" ANCHOR BOLTS o tao Qw EMBEDDED w z'8'x3'-q' CONCRETE WALL SPACED 36" O.C. N _ B IWA0' CONTINUOUS FOOTING 12° FROM CORNERSOL z I I WASHERS 3"x3"xt/4" ~ ~ 0- ®UNDA`t"ION PLA � _ moo V ' DROP DROP I ` I # WALL WALL I at> I AT DOOR AT DOOR `. ------- -- ---- J LD H D 2'-0" q'-6" 12" ry SHEET 24'-0" 15'—q" 4'—O" 4'-3" 16'-0" A15 64'—0" JOB: Og24 DRAWN SY: KW DATE: 6/22/0q IL RIGID WIND WASH BARRIER REQUIRED _j [n RIDGE V AT EXTERIOR EDGE OF EXTERIOR W TOP PLATE 2X12 RIDGE SD SIMPSON 142.6 OD FASTENERS AT ALL RAFTER / TOP PLATE W Lo 711JUNCTIONS TYP. 1—' IzBa i Ib O.C. ixels ® 16 O.C. BLOCKING W-01O.C. I IN FIRST TWO JOIST AND RAFTER I� U 2W# ASPrIALT SHINGLES BAYS FROM GABLE WALL OVER I/2 CDX PLYWOOD 72 - ggqW/// 72 STORAGE 2 X 10 RAFTER ® 16° OC STORjcE OVER 5/88 CDX PLYWOOD I < 0 E "HURRICANE CLIP' ° /'ft FASTENERS AT ALL 2 JOIST 2 X 10 RAFTER • 16° OG VRAFTER / TOP PLATE JUNCTIONS TYP. VAULTED CEILING a °HURRICANE CLIP° U) 5j7S O 16 O.C. FASCIA HEIGHT TO MATCH HOUSE ION ��EERSAT OP p�TE2x8' JUNCTIONS TYP. 00 uu SOFFIT VENT T VENTED DRIP EDGE �/ W12x35 STEEL R-13INSULATION L[1 Ln MASTER C4 GARAGE 2 X 6 STUDS 6 24° OC 5ATH MASTER 5 E D d �qm 0 2x6's i 248 OC 2 e WHITE CEDAR SHINGLES OVER m 1/2° GDX PLYWOOD 4' CONCRETE SLAB 200's ® 16° OC (3) 1 3/4° x 9 1/2° LVL GIRT '-IL1L LI ` dll-1L-'' (2) #5 REBAR TOP 4 BOT. TYP. GONG. WALLS -III I . 8°x 46° o ° �I R-19 INSULATI F l�lk to 2 X 6 PRESSURE TREATED SILL n I III OVER SILL SEAL PWREOD°CONCRETE FOOTING 6 OVER 681LL SFAL TREAT SILLV� 24'-0° n 5ASEMENT v CONC. WALLS 7' 60 X 86 3 1/2° CONCRETE SLAB -1 CROSS S E G+ I ®N VAPOR BARRIER (2) #5 REBAR TOP 4 BOT. TYP. _ _. to POURED CONCRETE FOOTINGV SCALE: 114" = 1'-OI' W 3 GROSS SECTION B wQw .SCALE: 1/4" = 1'-0" � W � a� N W c :r Lu V acl 0 SWEET NOTE: CONTRACTOR TO REFER TO WFCM 110 X 8 AND CHECKLIST FOR ADDITIONAL HICK WIND TECHNIQUES ATTACHED TO DRAWINGS JOB: Og24 DRAWN BY: KW DATE: 6/22/09 RIDGE VEN r 12 lx8 e o 16 O.G. N RIGID WIND WASH BARRIER REQUIRED 5 1/2' V gyp. 12 ATITO EXTERIOR EDGE OF EXTERIOR WAL 0's �b 5' PLATE a 04 BEARING OPENING O SIMPSON W2.6 FLUSW WDR FASTENERS AT ALL yo RAFTER / TOP PLATE ` °HURRICANE CLIP' Lo JUNCTIONS TMP, \ \ FASTENERS AT ALL �I LAUN.DR JRUA►F IER / TO TYP r° 0 1/2 BAST . w n BLOCKING 4'-O°O.C. iv \ 2801c AS LT SHINGLES ( a) IN FIRST TWO JOIST AND RAFTER 3' 3 1/2' OVER 1/2�CDX PLYWOOD V BAYS FROM GABLE WALL m CL CL R D HALL iL c 1 } (10 OD An 13'-O' 2 X IO RAFTER 9 16' OC limmall 6 6606 2x10's e 16" Or- 2x10 s ® 16 OC Z WIO X 45 STEEL I BEAM SOFFIT VENT w R-1q INSULATION U N •0 N w 0 ALL WINDOWS TO BE ANDERSON WINDOWS µ. KITCHEN LIVING co D >- t� 2x10's 6 16' OG 2x10's ® 16' OC OD I (3) 1 3/4' x -1 1/2' LVL GIRT III 0= 0 '1fl IIIJIIIiYW µ� I-II I-11 I-III I I- -'iHll b P-iq INSULATI 2' X 6' PRESSURE TREATED SILL Z OVE LL SEAL BASEMENT CONC. WALLS 7' 6' X 5" 40 POURED CONCRETE SLAB im m (L 5016 O. . (2) its'REBAR TOP 0 BOT. TYP. POURED CONCRETE FOOTING 16' Xq° tu 'S 9 ib° O.G. GROSS SECT 1 ON C J V \�p* SCALE: 114" = 11-0" ly- a J 2(5'S ® 16' O.G. "HURRICANE CLIP" V FASTENERS AT ALL w 3 RAFTER / TOP PLATE STEEL BEAM JUNCTIONS TYP. o Q O in 0 Lu Q Q tu W DINING Q =0.� w GARAGE N to CID Z) 3Np W V 2x10's 0 16 OC 04 (3) 1 3/41 x q 1/2' LVL GIRL (n 1JI�11 ICI (2) a5 REBAR TOP • BOT. TYP. P-Iq INSULATION i I6' POUREXt; CONCRETE FOOTING q BASEMENT SWEET NOTE: ®S S S E C T I ®N I CTO WFCM ONTRACTOR TO REFER 7 (2) #6 REBAR TOP t eoT. TYP. G ECKLIST�FOR ADDITIONAL " = 11-011 HIGH WIND TECHNIQUES SCALE: 1/4 ATTACHED TO DRAWINGS JOS: O 124 DRAWN BY: KW it DATE: b/22/Oq • JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING N COMMON NAILS Box NAILS M EXEND HDR TO CORNER 2x6 D6L TOP PLATE ROOF FRAMING -� BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END (3) FULL MGT- STUDS RIM BOARD TO RAFTER(END NAILED 2-lid 3-lid EACH END O JACK STUD WALL FRAMING 1� iI+Io `-'=� •� STUD TOTOP TSSTTUDT(NATERSEILED) (FACE NAILED) 2 Iid 2 I6id 24'D.C. NAIL TOP PLATE JOINTSAT TO BTM OF ATE HEADER TO HEADER(FACE NAILED) 16d 16d 24'O.C.ALONG EDGED HDRN/ 2 IRONS OF 16d NAILS FLOOR FRAMING W ® 3" O.G. �^n JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-lod PER JOIST -1 pL� STRUCTURAL PANEL EADER CONTINUOUS HEADER BLOCKING TO JOIST(TOE NAILED) 2-8d 2-10d EACH END J I NAILED Bd COMMON BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-iid EACH BLOCK •r ® 3" O.G. EDGE AND FIELD ® MULTIPLE OPENINGS LEDGER STRIP O SEAM OR GIRDER(FACE NAILED) 3I6d 4-16d EACH'JOIST JOIST ON LEDGER O BEAM(TOE NAILED) 3-8d 3IOd PER JOIST 0 - SAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST W BAND JOIST O SILL OR TOP PLATE(TOE NAILED) 2-160 3-16d PER FOOT 1.1 DOOR TRIMMER STUDS ROOF SHEATHING eq WOOD STRUCTURAL PANELS SIMPSON ( RAFTERS OR TRUSSES SPACED UP TO16'O.C. 8d IOd 6'EDGE/6'FIELD W RAFTERS OR TRUSSES SPACED.O✓ER 16'O.C. 8d IOd 4'EDGE/6'FIELD ,` HDU5 (14 GA.) GABLE ENDW BL ALL RAKE OR RAKE TRUSS u✓•GAME OVERHANG Sd IOd 6'EDWO FIELD mamm V 2- 5/5" ANCHOR BOLTS GABLE EIDWALL RAKE OR RAKE TRUSS W STRUCTURAL 8d 'Od 6'EDGE/6' FIELD OUTILOOKERS w/ 3"x3" PLATE WASHERS I GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 6d IOd 4'EDGE/4'FIELD D W O CEILING SHEATHING GYPSUM WALLBOARD 6d COOLERS - r EDGFJIO'FIELD WALL SHEATHING i i i ' WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'O.C. 8d 10d 6'EDGE/12'FIELD AND hex'FIBERBOARD PANELS 6d _ S'EDGE/6' FIELD X1 GYPSUM WALLBOARD 9d COOLERS 7' EDGE/IO' FIELD FLOOR SHEATHING ���yyyy// `0 WOOD STRUCTURAL PANELS U) Ix Y! 1'OR LESS 8d IOd 6'EDGE/1'FIELD W GREATER THAN I' IOd I" 6'Ell-we"FIELD m w NARROW WALL BRACING AT GARAGE DOOR Z O SCALE. N.T.S. m O I� a In PT 2x10's Lu l_L l) J 2x10's � e 2x10's W v @ 111611� I O J - QZ II (3) 9 1/20 LVL Q GIRT WiOx45 STEEL FLUSH N Q < tu o n � U O 6 N- m m W co C4® (A w Lu FIRST FLOOR FRAMING " �3 SECOND FLOOR FRAMING SCALE 1/8 V-011 SCALE. 1/8 - V-011 SHEET NOTE: CONTRACTOR TO REFER p CHECKLISTi FOR ADDITIONAL AB HIGH WIND TECHNIQUES ATTACHED TO DRAWINGS JOB: 0924 DRAWN BY. KW DATE- 6/22/09 - . Foundation =' C ` t� f cot on . in Barnstable, Cotu.it' '. Ma:1 02635 L6'cation: .L'ot- 32 Pheasant Hill Circle A *. kSubdivision of Barnstable-Assessors Map: Parcel: 02 Baxt.er :Nye Engineering' & Surveying . Flood .Zone C ® FIRM Community Panel Number No. 025551 0021 D i . OWNER:- Cotuit Equitable Housing, 'LLC ® Deed Book 21804 Page 41 Registered Professional - OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. ® Deed :, Engineers and...Land Surveyors" Book 23161 Page 59 78 North Street; 3rd•Floor . Barnstable Zoning.Board of Appeals No 2005-082 ® Deed Book 21059 ' Page 158 Hyannis,. 14k. 02601 ' Minor Modification No. 1 ®`DeedBook 22249'Page 282 Phone (508) 771-7502 . Fax — (508)-771-7622 Job Number 2005-214 Scale: ' 1" = :20' 08-27-2009 If aa , , s. Coco }ram >>S,30. W forCV 3 o, 24.1 F Y^ N �.� . ". �N, d Cj O� o �a • c�"N n "^4.9, 34 �' a >>4. . £ 3S ny cc it 0 c z I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE.THE EXISTING STRUCTURE SHOWN HEREON IS IN k c COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF 4 Of BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158)-IS LOCATED IN RELATION TO > PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. M` [r4 ` THIS PLAN IS NOT TO E RECORDED NOR IS IT TO BE- USED TO ESTABLISH PROPERTY LINES. � � , c REGISTERED PROFESSION L LAND URVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE -2-)_og_ c Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 32 Pheasant Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 y Phone — (508) 771-7502 Fax - (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249.Page 282 Job Number: 2005-214 Scale: 1" = 20' 08-27-2009 c0 co CL. n" v 3 .17 kAj N >>, Og•30. 1�S. W for )6, 3J / o � (v 7.6• A 7 6' O O 0 40 o 10, �• 2 CV c �n/ fi ov� N 4 'j CID CV C� O 15.9 Q� y 7 6• �p of 7 3, q cc T r� S ,O 56,3 ,,y a 114. 4 £ 3S 0, / SS, CC a i 0 0 z I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN .OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO > PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. ug THIS PLAN IS NOT T E RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. REGISTERED PROFESSION LAND URVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE o6 -erg 0 c i I GENERA NQTErk 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' J. U11LITY INFORMATION AS SHOWN ON PROPOSED SUBDmsioN CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF ANIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAI. ENVIRONMENTAL co CONCERN)' SITE IS NOT WITHIN AN AREA OF ESTIMATED WVITITAT OF RARE a WILDLIFE PER NHI SP MAP OCTOBER 1. 2006 'ESTIMATED Z WVBITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' a SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 'CERTff TED VERNAL. POOLS.' SITE IS NOT WITHIN A PRIORITY WVBITAT PER NHESP MAP OCTOBfR 1. 2006 TRIORITY WIBITATS OF RARE SPECIES FOR SPECIES PROVIDE 6' DIA./,i 6' DEEP UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, / LEACHI G BASIN W1 t' STONE REGULATIONS (321 CMR10) SURROUNDING (PR ALTERNATE SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER EgUIVALENT VOLUME) RECI*W PROTECTION AREA CONSOT 3r/ DOVM 71. N T ALL ROOF LEACHING BASIN / ,( / SMH15CONSTRUCTION NOTES, / R-54.03 r 3 / ;0r 1-47.33 SMH16 w / 1-47.31 SMH14 1. ALL GENERAL CON5IRUCTION NOTES ON SHEET C-2 FROM THE 8, 24.0 X / / / SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6125107, S ALL HEREBY APPLY TO THIS SITE PLAN.IAL GRADING. DRAINAGE, AND UTIITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COW MEADOWS, VEGETATED 12' / DATED 6125107, SWILL HEREBY APPLY TO THIS SITE PLAN. / o. DEEP( C.F.RAINS AGE) / / 3. SEWER BUILDING CONNECTIONS. MIN. COVER SWV.L BE 3 � / b BBOTT��o // / Cif - SET CL E4NOUT5 AND MAINTAIN CLEARANCE FROM OTHER UTILITIES t� � l • / r / AS REQUIRED BY BkRNSTABLE DPW. N W wq P (�' - MINIMUM SEWER SERVICE CONNECTION SLOPE SWILL BE 2.1x N w' o // l �4 LF O o /-4&75 Z, CURB W i v CLEAN 1g STOP / +3 OUT c Cv 10 . 5 0 0 , r r Cotuit Meadows Subdivision NaD � 4� / 24 0• Ar 3 Cotuit-Barnstable, Massachusetts \ COT / 6.34+ PREPARED FOR 33 ''455• l ;a 3 S INv� COTUIT EQUITABLE HOUSING, LLC ` 8 4s.2f P. O. Box 95 Cb Centerville, MA 02632 Site Plan Lot 32 Pheasant Hill Circle / BAX7ER NYE ENGMERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 6 0 0 �. v. v, c 1 20 0 20 60 GIsTe�``��``�� c NAL E�G SCALE IN FEET U G SCALE 1' _ 20' DATE: 06-17-09 n_ REV. DATE: REMARKS r Lot 32 MWM MAW 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214 i