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HomeMy WebLinkAbout0130 PHEASANT HILL CIRCLE I Home Energy Rating Certificate Registry 14518 406 Rating Number 14518 Certified Energy Rater Andrew Popielarski 1130 Phesant Hill Circle`, Rating Date 06/05/2015 Cotuit, MA 02635 Rating Ordered For Bayside builders j Estimated Annual Energy'Cost: Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 37.1 $372 25% Cooling 2.4 $143 log.,HERS Index: 60 Efficient Home Comparison: 40% Better Hot Water 8.9 $63 4% Lights/Appliances 17.2 $871 59% General Information r.: Photovoltaics -0.0 $-0 -0% Conditioned Area 1518 so. ft. House Type. Single-family detached Service Charges $37 3% Conditioned Volume 17047 cubic ft.. Foundation. Unconditioned basement Total 65.7 $1485 100% Bedrooms 2. x Crlterla -Mechanical Syst6mi s.F@atures '44 This home meets or exceeds the minimum criteria for the following: . Heating:—Fuel-fired air distribute 2012 International Energy Conservation Code on, Natural gas, 95.0 AFUE. 9Y_ Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 4T.00 CFM25. Ventilation System Exhaust Only: 59 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes J.Buildih9 Shell Features - t Ceiling Flat R-38.0 Slab None - Sealed Attic NA Exposed Floor R-30.0 . Vaulted Ceiling R-32.5 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 526 Clg: 526 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights and Appliance Features 888-503-2233 Percent Interior Lighting 80.00 Range/Oven Fuel. Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel. Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 g g Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software 04.5.1 5363711 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. — rLQNO)i -?j 1�.h�r7 Co, )046, JOB SITE:,I� Q �tQi' ;>�"(,{A � MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BATT INSULATION Exterior walls: Type:-.f ZkKS, Manufacturer: R-Value: Exterior walls(other): P Wb Type: r Manufacturer: Interior Walls/Stairwell; Type: Manufacturer; R-Value: Basement Ceiling: Type: Manufacturer: (�j /�l� R-Value: O Flat Ceilings: Type: Manufacturer: R-Value: Sloped Ceilings: t Type: Manufacturer: R-Value: BLOWN INSULATION FIBERGLASS OR CELLULOSE Exterior walls: Type: Manufacturer: Installed thickness: Settled Thickness: Settled R-Value: Installed density: Coverage Area: Number of Bags: Flat Cei'ngs: Type:. ., Manufacturer: iy &UL &YA(,— _Installed thickness: �5 Settled Thickness:_Settled R-Value:Y—I L—Instal leddensity: Coverage Area: Number of Bags: ?— Slowed Ceili�es: Type: Manufacturer: Installed thickness:_ Settled Thickness: Settled R-Value:`Installed density; Coverage Area: Number of Bags: B>Mnstalled Date: (. 1 a (701s, F Buildi g Pro ucts w 15-01� t ao� _ V i�01A!in0. l7F l��.c�: .� Y��c'3. c�. l.�ilZsi'�, !.S - o� : 0oca-, 13 �h et Me'L - t ` Dat 16 Date: Pei t i� � 1 � Estimated Job Cost: S IO,OOn�. PERMIT Pei:nit F:e: S g Plans Subnlitt,,d: YES 0 ✓ MAR 0 2 2015 Plans Re` ed: YES \0 VZ Busine..ss Licznst , 1 O0 1' BusinCss II1i0lnlatioii: Owner-/` Job Location Info_:-nation: \air e: k1- VEM Dk-I L Name: SrcG ns6' Sti-==t: v �l�)l �ull'?G: SzzPh6a- 1 city/Town: l/J • �1j�U/1 ��(C l�'� C1?tr701v�: �jV Vli� DE- I1 Gc; e I eiphoi-L ! �• 1 Dlepl:on',: PlioLo I.D.re-quires/ CopyoI Pcoto I.D. aL-L-.%1ed: YES V lfl At') J-1 !11I-1-anr--st:-Licted 11ccns r J-2 /�'1-2-1i, _=_ LGn Lv J-JLO:-15S of I*Js amid co=-� cia I ',D to 110;000 sq. %.% -.1 O.-i- rGG _ oS or i=_.-- esid L iaI: I-2 a i-i i Condo/ Or;"?`ouS s Com ra e--r Cial: 0 f L5C" i ali 7 ri at 7 in ?or:'l o-iuc ' So fare F oo:Lge: under l 0;000 sq. i. V o'YeT 10,000 sq. �.. luin[3ei of Sioi:e.:; SI eet'mez I work.D be completed: N=Y:j;Vorl:: V �Ci1ov t 01,: Metal 7�.'/at,Ls �Q�17�hnc I1ilCiSvi F�I C St S. 1ic S%�I CrI1�%� Y�Gi.s< A i_DGlar-1cL'n2 Pio-vide C1C iied Clcs ii�iitCn Oi vOik to'D ��OrC: ' J INSUIRRANCE C0VEP4GE: y I have a current liability insurance policy or its equi-tialentwhich meat_ she requirements of MLG,L. Ch.11 Yes ` ho�•. It you have checked Yes, indicate the type of coverage by checklnq the appropriate 00:bgl0 � I A liability insurance policy Other type of indemnity I i Bond [I ' OtN S2'S l`5U A`CE b1.,i�tR: I am av are that the licensee 0 c' r�required by Chapter 11Z of the i o i 1 r— n g Ogg not ila'•✓g file insurance COVBraa.. i.'tassachusetis General Laws, and That my signature On this pen-nit application this requirement Check One Only I I owner it Agent i ! sy checkino this be 7i: 1 neraby carLi;y that all of datai!s and infcrma+apn 1 have subnit_ad for entered)regarding this application are true and accurate to Lha bast of ny :no'.vledya and that all sheet metal work and it liations pa. 0 ,ad under the pernit issued for this applicat;on Yviil be in conpl;_nca with all of th=Massachusetts Building Code and Ch=_ptar 112 oftis General Laws. Duct inspection required prior to insulation installation: Y_S NO P1 o�ri;s �ns�ectio� D at� J ;w riLal InsnecfiD;� I I ype or License. i I ❑ ili=S�" ' i I � ITitle �I I`%lei-f-i. SfiO.B_ I v i C°t iTO%: `I Ji^yii re GT ICCi1 c 1 , r:,iT ❑ Ou,Tiejp rsOn-? rlu=d i ICnnc ���7 lug 1 1 I, Ctor SI natu re of Pena it A;ppro Val YT:e ComYn..0 r1vza ih Of. fassachitse ff- s Dearkt of �ulrrsia� ccidexrs Office— stations N � . , Boston,IM 02111.E wr+w.7nass gorvtdia Workers' Camp ensafionTns=- ce AJEELdavit: Siidders/Contrac(-ors/FlecfriciansTlumbers AggUcwat Irzfarmation Ptease Print Lt-,ibI� 7ainc r . W VP-1Ln . h . C !>ox 1 u O at,to 9 City/Stat&zip: Lk).. L H a" k,, ph.. Are you are employer?,Check the appropriate box: Tie of. o e-d •r +_ I am a employer w-rta. 1�,3 -. 4• ❑ I a-na gene al ctrnfractcr aad`I d hTe7,v-=TEr�tio e:�loyees('51111 and'orpart*use)$ have E--edtn-sub=conbacfor-,. ?_❑ I am a sole ropfE57tor e:partnF•r- Iis`wd ou the 2ttaclied saeet 7- ❑R��d--J m The-se mb-coalractors Eta Je s1�arr+���ac�aloyeEs S_ ❑D�!eeliiica .r emplas�-and bt2ve woikers' - E]BuLlEngadaLdi,„ry FIN1cA,otir:er-ss-' conin:' 141rance COMM iL=ance- 5.❑ We are a corporzt—m and its 10.0.Electrical repairs or additions r. ofEi--s havC ezerc se-d Cht-' ?1. f ,c '-❑ . m a 1?rc ,��cioiag.:il w rs 11-0-. �rz;P or ad-ado s.. Wit.of e��mpuaa Per MGL I�❑Hof rc� s '�r xrL (llc a- 'cam _ 2 �. c. 152:§1(4),md-..Lnm no- s employ_FIG o-rL-t;S' 13-0 OjEr clr�p_msuranc���uui c .l Li-,=T- `• =_= a n..,,c_ .�FrO=�- 'C_ R"i-c Sao=fh'-.Eff—ax.i 1nca�_!]E'f L`,S^;Cu Wood Lad&"�hic-E Ci cc--Cm-=St UL-M't=IF'_-i:`! -,�..;-75rc r Sad—_� arr,0-KnP OYcr tha_.tisLimid1Pg workers'corapp-c7uriEan irtr:;riwCe for?Fy H LGTf^.is ft!ep,:zIfqv awdJob ito --Lcar�ax Gom.garr ame: Ace- PA rvt..i. Ins u 1` c (,_ toli =crSv -�_Ii•`= l-I'� °( � 7 �, jv� f trl T-t-pL*atioaDatV: 1 /. job SitV Add-`-s: `��. 4 1 n �. CitylstatelLip: MA A'Lt:ch a copy of.the workers,compeusadm p olicy declaration page(showing the polk-T zfuraber and�etps-down date). Fai1¢m to se,-z-Ltre:cap eragE as re,,-ds,td usd=Sec oa?; of NIGL c_ 152 caa lead to tfi.i=C idon o_criminal pe'Iti.es o a e up fa I,]00.00 as ler a2=year i is�me t,as eII zs ci*ii pzaalfies in fe fo=r of a STOP T�`ORK OIID=and a i na o=up t`<5250_Cw0 a day a� s the=riolatur. Re aa;asedd th at a c oFy of this statzmeat may tw:5anvadrde-.to tee Ofce.of I--, -tip ticras of ffi,e-DLA br in ,r ace caTztrage vtrffication- I da Fterebj,cvrfify under tF!zp6dtis andper_aZdes ofp0 ary t�r-t the-inforrraa ianprm idar1 aboxre Es bz:e.and correct Si 1 atare:� 7 i��.���u •L 1 cat-�-----.11 Date- c� ©Zg ia£rs-o aiil . Da not rQri in this t rer,is be C-aInpL-t6d by diF or town offidaL City or Town: Pm-mcitlL•icertse A is<:uir>j Antho:Lit7(drdl one): 1.Daard of He, th 2.DurTdina Department 3.Cif r o F°a Clerk 4-EItdrical InTep c.to: j.PIumliug Iu-ctor 6.Gthh er Ccatm.ctPe:sa.n: Phone : I ®_. TE CERTIFICATE OF LIABILITY INSURANCE 09-24-2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION DNLY AND CONFERS NO RIGHTS UPON THE.CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 (A/C.No Ezt: vc No): E-MAIL SOUTH DENNIS,MA 02660 sz- INSURER(S)AFFORDING COVERAGE NAIC it INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING.&HEATING CO INSURERC: ]NC&CHATHAM SHEET METAL INC P O BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN.ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLI SUB POLICY EFF ILSSR TYPE OF INSURANCE SR WVD POLICY NUMBER (MhUDDIYYYI) POLICY1 DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S CLAIMS-MADE❑ OCCUR PREMISES Ea occurronca MED EXP(Any one person) g PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP ACG S PRO- LOC POLICY1-1 - g JECT AUTOMOBILE LIABILITY acc ant OMBINd5O SINGLE LIMIT S a ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED $ AUTOS AUTOS BODILY INJURY(Per accident) HIRED AUTOS NON-OWNED ADPEecr�deRTY AMAGE S AUTOS a nt t $ -- --UMBRELMLIAB- OCCUR— -EACH-OCCURRENCE -S EXCESS LIAB CLAIMS 41ADE AGGREGATE $ DED I RETENTIONS S WORKERS COMPENSATION X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y IN. TORY LIMITS_ ER ANY PROPRIETORi?ARTNER/EXECUTP/� $500,000 OFFICERIMIEMBER EXCLUDED? L'J NIA 6S62UB 10-01-2014 10-01-2015 E.L.EACH ACCIDENT (Mandalory in NH) - 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 II yes,desc be undar DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE JOHN J.LUPICA,President c 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105), The ACORD name and logo are registered marks of ACORD P ofBarnstable 0 Regi.latory Services bltt�e x1l.otn s..l+. Geilc�,Director �r�� •B rZI Z C�:L ZT�Z)I r'"zs I O t.� .., Tom Pcrr.y, LomrrlsSioucf. 2C0?rj-aul SU cet,1�yanm's,Wv,02601 Off ce: 509-862-4038 Fax- 508-790=6236 pro p C,�It Complete and Sig�a 'TLs Sectioa �t t ri _o�64-a r� c 014,4A -' owner or,�ae subiea.properl, _ �tereby a� by Pxt etln 1 jh.� _ �4 tO XT On MZ' bEh21f, r La all.az.ttez3 rzlet�ve to irk wv or1e�cl by e tarn ppe=rt aPPlicption for: PAM ui Vr. ❑ress oI.Job1 5i. Lis pi r ............ If 'x�o�er t Czer et (he ,. .rs ap�rn �Jse compefor �omeovrieS License ampti.onvets�E srcii .Q:FOTs.htS:OP'N?'RPI7thit,SSIJ1d . i Fold,Then Detach Along All Perforations COMMONWEALTH OF MASSACHUSETTS =e e • ' BOARD SHEET METAL WORKERS SM AS A BUSINESS ISSUES THE ABOVE LICENSE TO TYPE ERIC T:. 41H.:ITELEY: ; W .VERNON. VIHI;TELEY PLBG AND., c _B 2`8:_ VIL'LAGE LANDING G, PO.46X`4266 W CHATHAM h1A:; 02GG9 .000 292629 'd 60 12/22/14 .29262.9: ` rold,.Then Detach Along All Perfcra;ions W C.OMM:ONWEALTH.OF MASSACHUSETTS BOARD OF yx ; ' ;`l SHEET METAL WORKERS` i ";ISSUES THEFO,L`LOW'ING L10EN5 i, f � 'LAS A AMASTER�UNRESTRIGTEO` _ ,� PO' BOX 248 F Z { a C � WEST CHATHAM r �1A' 02669 xo248=* 2.9. 805 i z ASSACHZISE�TTS DR-1, ER'S f LICENSE x�. us -- r� _ � 9 = 9a ND ad YUM3�1R - _ �• ��`^�, NONEK SZ0199�t a six M i'. 06 r,t. a , ., WC h1A 02669 F# 7 ' �5:DDo109-20149e o7 1s2oaB TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��Z Parcel b0S. Application #C,)21 �d/ o)� Health Division Date Issued Z4 It Conservation Division O ' Application Fee Planning Dept, Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 1:3 0 Village 6 t q, Owner Address FCC ly ,1'yl f ke Telephone — n Permit Request D e9M Square feet: 1 st floor: existing proposed L15`w 2nd floor: existing proposed _Total new /52<6-- Zoning District F" Flood Plain Gr undwater Overlay Project Valuation Construction Type Lot Size0,i7i AS Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _W Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ;kAlo. On Old King's Highway: ❑Yes 1(,No Basement Type: Wull ❑ 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: existing2new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: , Gas ❑ Oil ❑ Electric ❑Other Central Air: J14 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: 0� isting Q�new.�size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 2 7- ZZ 49ning Board of Appeals Authorization ❑ Appeal # Recorded ❑ -' d Commercial ❑Yes Flo If yes, site plan review# Current Use �0�? �� l� Proposed Use I J ca F- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License # Lf Home Improvement Contractor# Email rjdj�o V)m,"A L orker's Compensation # C� ( (ia ALL CONSTRUCTION DE IS RE TING M THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE q,( 1 �� LJ FOR OFFICIAL USE ONLY n , i APPLICATION# I DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 1!3�!15 FRAME I 0 'r INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'r� I FINAL BUILDING .r 001(5 t DATE CLOSED OUT ASSOCIATION PLAN NO. E . r 1'lepartinent of Industrial Accidents v - Office of Irvestib ations ' 600 Mashington Street Bostar;MA 02111 YJmv mass-g ovldla Workers" Compensation Insurance AffldaAt: Builders/Contra.ctors/Electrician.s/P'Iumbers AppUcant Information Please Print Le�ibl Kane (Business/org=a,ion/Ldi-,idual): f Address: . City/State/Zip: TM VIULF Aft 6U63,42, Phone ft: Are you all employer?Check the•ipprapriate bp.- 1�=pe of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6 ( New construction employees(full and/or part tune).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet t ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition worlemg 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 afn a homeowner doing all work right of exemption per MGL ILL] Plumbing repairs or additions r,�ysel£ [No workers' comp. c. 152, §1(4),and we have no 12:❑Roof repairs insurance required.]t employees.-[No uTorkers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fM out the section below showing their workers'compensation policy information: t Homeovmers who.submit flus affidavit indicating they are doing all work and then hire outside rontract6rs must submit a new affidavit indicating such $Contactors that check this box must attached an additional'sheet showing the name of the sub-contcabtors and their workers'comp.policy infomation. am an employer•that ispr•dviding-rvorkers'conspensation lissurarsce far my employees. Below is thepolicy and jab site LTZfOrF?tatiors. ; Insurance Company Name: r' t Policy#or Self-ins.Lic.#:_ 007`2, ?Q _ Expiration Date: (! l Job Site Address: �J0 01, City/State/Zip: ( t 116Aa Attach a copy Of the lYDrkers' compensation policy declaration gage(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.cri-irLalpenalEes of a fine up to$1,500.00 and/or one-year inprisonlnent; as well as civil penalties in the form of a STOP WORK ORDER and a fine o f up to$25d.00 a day.against the violator. 3P a&vis,ed that•a copy of this statem6nnt may be forwarded to.the 0fiiice of Investigations.of the DIA for insurance coverage verification. I do hereby cer�tr.y under the pains and pertesRt ies of perjary its at the irz or rnadan pron,,idea'above is true raxd correct_ Suture: Date: Phone OffWal use only. Do not ivriwe in this rareu,to be completed by city or toivn officird City Or Tovm- Perm-Hi icense 4 Issuing Authority (circle ae): 1..Board cf Health 2.Building Department 3. C ty/Tewn Clerk 4.Elea-rical Inspector 5.P'lu- bing Inspector f. Other- Contact Person: Phone#: Subcontractor's Insurance 2012 GIL Policy GI.Policy WC Policy , :WC Policy Sub Contractor . Effective Date Expiration Effective Date Expiration a All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 : 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 12/13/15 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 . 12/01/15 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 11/13/15 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/15 1 9�q Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-isor 4 License: CS-005645 r rs BRIAN T DACEY;-` ilalm � PO BOX 95 CENTERVILLE CIA 02632' 0 -Romp"', Expiration Commissioner 04/19/2016 4' L6 Reg Home EnergyRating Certificate Rating lr � Rating Number Certified Energy Rater Bruce.Torrey 130 Pliesant Hill Rating Date 01/07/2015 Cotuit, MA 02635 Rating Ordered For Bayside builders E ttimated:Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating - 37:5 $106 8% Projected Rating -. HERS Index: 63 Cooling 2.0 $11.9 9% fficient Mome Comp oson: 37 Better Hot Water 12.6 $17 1% Projected Rating: Based on Ptans - Field ConTirmation Required. Lights/Appliances 16.6 $982 78% General Information' Photovoltaics o.o $ o -o% Conditioned Area 1518 sq. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 17047 cubic ft. Foundation Unconditioned basement Total 68.7 $1261 100% Bedrooms 2 Criteria This home meets or exceeds the minimum criteria for the following: Mechanical Systems Features` Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy.Conservation Code Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to.Outside 60.00 CFM25.. Ventilation.System Exhaust Only::38 cfm, 6.0 watts. Programmable Thermostat Heat=No; Coot=No Building;Shell Featurest, :` , j4 :, Ceiling Flat. R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window.Type U-Value: 0.300, SHGC:0.300 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights'°and Appliance Features a„arm r > Sagamore Beach, Ma. 888-503-2233 Percent Interior Lighting 100.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 _Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 'A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78.0 CMR 5301.2.1.1)' HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)..........:::.......>......................... ::......:......... ...................:::..........:................110 mph Q Wind Exposure Category..................................................... . ....B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stories Q Roof Pitch ......................... ..................... .........(Fig 2) ....................... ............................9<_ 12:12 Q Mean Roof Height ....... ..............................1.5 ft <_33' Q . g ....................... ......:.. .........(Fig 2)..................... BuildingWidth,W..............:.......................................:.........(Fig 3)............... :................................. 45 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)..................... .............................62 ft <_80' Q Building Aspect Ratio(LAN).........................:.;...:,.:..:;........,(Fig 4)....:.....................................:.:.......1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)............::.,.: .......6'-8"<_6'8" Q . ......................... 1.3 FRAMING CONNECTIONS General compliance with framing connections ..::...............(Table 2). ........ ......... ......... .........::............ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....::...........:.....................:.;..............................:.........:................................ .......... Q ConcreteMasonry................................:...........:....................... ...............................................:................. N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4).. ..................................... ..........32 in. N/A. Bolt Spacing from end/joint of plate. ...................I.........(Fig 5).........................................12 in. <_6"—12" Q Bolt Embedment—concrete.......................................:.(Fig 5)..............................::...................7 in.>_7„ Q Bolt Embedment-masonry....................;....................(Fig 5).........:................................... in. >_ 15 N/A Plate Washer................................................................(Fig 5).............................................. 3,;x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ........:......................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension........... .(Fig 6)... ..:.:.....:........................ .......10 ft<_ 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6):.:::.:.::::::.................:..:::.. Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)... ........ ......... ......... ..:.... ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................:...:.::. .,...., ................ ft <_d N/A Floor Bracing.at Endwalls..............:....................................(Fig 9)............................:.::.................................... Q Floor Sheathing Type .......::................................................(per 780 CMR Chapter 55)..........::...:..:...::............ Floor Sheathing Thickness ........................................::..........(per 780 CMR Chapter,55)......................:::..3/4 in. Q Floor Sheathing Fastening. .................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5).:.............................8 ft <_ 10' Q Non-Loadbearing walls...................... .:...........:..........(Fig 10.and Table 5).............................12 ft <_20' Q Wall Stud Spacing ......................................:.......:.........(Fig 10 and Table 5)............:........16 in.<_24"o.c. Q Wall Story Offsets ..... ..:............................,(Figs 7&8)........ :.............................._ft <_d N/A f 'A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7a0 CMR 5301.2.1.1)l 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls............ ............................(Table 5)........................................2x6-16 ft 0 in. - Q Gable End Wall Bracing Full Height Endwall Studs..................................::.........(Fig 10)........:..:..:.....................:...:.:_...................... Q WSP Attic Floor Length................................................(Fig 11)...:............................:........:... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c..,. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ....... .................................. .......(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no..of 16d common nails)..............(Table 6)............................... .6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)..,...... ......... .........(Tables 7) Non-Loadbearing Wall Connections Lateral(no.of 1.6d common nails).........:.:...:..:..:..........(Table 8)......................................:.......................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................... ...............................(Table 9)............ .........................3 ft 0 in. <_ 11' Q Sill Plate Spans ( )................:....................................... Table 9 ..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)............ (Table 9 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............ ......... ..................... ...v.;...(Table 9)............ ........ .............3 ft 0 in.<_12' Q Sill Plate Spans........................... ..............................(Table 9)............7.............................3 ft 0 in. s.12" N/A Full Height Studs(no. of studs)....................................(Table 9):.......................................... ..................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening? ............................................................................6'-8"<_6'8" Q SheathingType....................... ....................(note 4).. ....:.......I...................... ..............WSP Q Edge Nail Spacing............ ........................:...(Table 10 or note 4 if less)....:;.................. ...3 in. Q FieldNail Spacing.....: ............................:..(Table 10)....................... ......................12 in. Q Shear Connection(no.of 16d common nails)(Table 10) .................................. ...................4 Q Percent Full-Height Sheathing ....................(Table 10)...................................... ............,, 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....... ...:.... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2....:...............................:.:..................... .6'-8"<_6'8" Q Sheathing Type.. ............. .......,.(note 4)........................... .......'WSP Q................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing...............................:...........(Table 11).....:................................................12 in. Q Shear Connection(no.of 16d commonnails)(Table 11).......... ........ ..................................4 Q Percent Full-Height Sheathing............ ........(Table 11).......... .......................................15% Q 5%Additional Sheathing.for Wall with Opening>6'8 (Design Concepts)........:............ N/A Wall Cladding Rated for Wind Speed?............ - Q I AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (7g0 CMR 5301..2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 fts smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift.......:........................................(Table 12)..............:. . U=303:plf Lateral ...:......... ..............................(Table 12)...............................................L=176 plf Q Shear..........................:....:...............(Table 12):...............................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13).... ..........................T= plf N/A Gable Rake Outlooker......................................... (Figure 20)..............—ft 5 smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift:.........................:.....................(Table 14)............................................U= lb. N/A Lateral(no of 16d common nails)...(Table 14)......... ....... .................L= lb. N/A Roof Sheathing Type... :••••••.......................(Per.780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness.................... ................... .............. .............................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening..;.................. ........ .........(Table 2) ::.:...:.8d Q THE HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is metin its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 - d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of:up to 8 ft. shall be permitted when 5%is added to.the percent full-height.sheathing requirements shown in Tables 10'and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4: a. From.Tables 10 and 11 and location of wall sheathingand Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum:thickness of 7/16":and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and.be nailed to framing: iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing.: v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d vi. staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts.Checklist for Compliance (7so CN R530 .2.1.1)l -WHEN THIS EDGE RESTS ON FRAMING(AE 8d MAIZ AT Gb m _ 11 It II 11 11 • - - 11 Il ` N 1 - H m 1 I{ d 11 is m it -0 !I 11 co n Ili Q 11 n i t 11 1 1 1 . LLF 1� Il 1 11 � it fi W 1 11 1 i 1 1 1 JJIN I - DobB ESAGE NAIF SPACpYG t PANEL_ See Detail on Next Page Vertical and Horizontal Naili ng for Panel Attachment 4-1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301.2. .1), S , i i a tlQ FRAMING MEMBERS i I EDGE InF.RMEDWTE i 31 MIN. r._�. STAGGERED 3"MKJ NAILPATrERN � PANEL PAWL EDGE DOUBLE NAIL EDGE SPACWG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment ti°F�riE� , Town of Barnstable. .. ti Regulatory Services 9$ SMILE. Thomas F.Geiler,Director �'°rFnt�tp�k1� Building Division Tom Ferry, Building Commissioner 200 Main Street, Hyannis,Ma 02601 war w-town,b arnstab le.ma.us Office: 508-862-4038 Fax: 508--790-6230 Prop erty C+vme* r Must Complete and Sign This Section If Using ABuilder I, • - , ds Owner of the subject property hereby authorize to act on my behalf, I all matters relative to wor authorized bythis liuilding permit application for; . (Add ess of-job) Signa e f Owner Date Print Name Q:FORh2S:ownIERpbRA4ISS10N f fi JOB g t SHEET NO. L OF ,A TAYLOR DE$1GN.. LC,... CALCULATED BY O TE Z+• 4 �}. CHECKED BY SCALE so _..... .. ... .._...._.., .A.3 Sa.-C.1�-s'SF�T'fdj Zcr ..... a)te..QteV G-Y- ....... ------------ -�� .. 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PORcu O ii K �, •,�. _ r_,a r-r ve 9 ago g•-a 1 Pf `SFIEET/-�) FIRST FLOOR OR PLAN SCGLE•�/J' �-O pg: 1420 DRAWN BT: KW ' DATE: 12/Ib/i4 r+> • • � N I'I FO L.w O 10 . °ROPwm'an°c'ruc _ .. 1�: Z j, es P.rosT I i O Lo b W W 1 o F MM W 11 J - -- W w O '1 BASEMENT r, coo Lo . m•.��wmwuow"�rmru i r, L }. mm W b I NOfE L \'� LL..�J •1 Fri an d ADR ,� i enTu . --------------- I IY FRLFI CORNERS I �� i fi - � - b ' W4.BNER9 9•v9'rl/4' ��v/ a rrrcx«ere cerP - U 3 I•:. _ ro n.e 1 I:\1,,:.�.1 WALK-OUT F"wVren�T uw I y W W _L_1.�_J Ir a• i vRap wvr a I t, s � •r ome I J Id -4' •d i a4d I9'd a'd SWEET ' S'd S1 JOB: 1420 FOUNDATION PLAN DRAWN BY: Kw SOLE:v DATE: I2/16/ib m Z o a a a • � ,- via ` Z J n J ~ O 0 a . m U O W 0: O - 0aCrin c NmU) �,p,•'o° L yr cn eo.•c 91 aq tea- "� °� a O b O GFE4T ROOM^ — o.r✓ e tm• —T nv0c wuviw<.ewwu.m (ego ra = e vY 1.W.r oiuw SE — uYi,opm - - 10�e•�toKVEtt a it v�wa rs•r�wo , LLI w'im'Y tomwnas ImrnuG Z 0 Lam, LL 0_ W w CROSS SECTION �_ ~ -LE.110 1'-0. - Y O Z 0 V N m w v - N N F O J SHEET S2 DRArdi BY= DATE= t216/14 u N . V Rl .I O ip J .. -y0 � Wa p ub.c. Z W M�M U p. Ix 0 I a I w i n 0 m n IX o a W .. — -- - iM ILI - Z • 5 _ f�_- 'Q m O a GARAGE r w 3 U tu Z _ d tee n om•fcxr�w.o.w�uwe N O Z U m a a u � O J ROOF FRAMING PLAN FIRST FLOOR FRAMING PLAN SWEET SCALE I/u .I'-0' SCALE: /4'.i'-0' 53 ' DRAWN BT. KW ' DATE+ Y2/16/14 Z m ,.., o a 0 lz d ° - O RAFTER TO PLATE CONNECTION W Ul co o o mry• re= �_ �L ra P..re IA NARROW WA RACING T RA OOR >xc u iR neLo ,us xrs SHEAR WALL fL4'IPLIWICE, . - W 90i OF EACH WALL RUN vemluL SHEATHING WrtH . Ed NAILS S'FDGE/12'FIELD .. /� (4)Nd NAILS PER FT BDITOI',PLATE ` L• ISS\ 1 L WALL RUN ERTICAL SHEATHING WIT- - epaO nxw ed NAILS 3'EWE/12'FIELD Rrn.ci,r iuro aw n.res ��\�_ rx cw P�.re (4)16d NAILS PER FT BOfTp'1 PLATE � N w 3 .xo r Ix Preto z o w s, w rn V 3 NTe IGI-IT S1A H NG -SIN l OOR FUI .IG SISIIF TNING -MUL F OOR V) O `T xr J SHEET 34 JOB: 1420 DRAWN BY: " DATE: 12/IS/14 r TempParcelEdit Pagel of 1 ; 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: 002 002 013 Street Number: 130 Unit Dev Lot LOT 13 Road Name: ;PHEASANT HILL CIRCLE' T/R r Sec. Road: ®- T/R: ll Villlage: 07 Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/6975 (APP 7-62) Date Added: Updated: [777-777- Update Delete AddAnother htt,o://isscil2/Intranet/Provdata/TempParcelEdit.aspx?ID=Add 1/16/2008 2-I„I/s Foundation Certification in Barnstable, MA Prepared For : 130 N Pheasant Hill, Circle Cotuit Meadows Subdivision of Barnstable Assessors ,Map: 002 Parcel: 002-087 Baxter Nye Engineering CgC Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y g g y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 H yannlS, MA 02601 Page. 158 Phone - (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 02-04-1.5 Job Number. 2005-214 M \ Op Z ` \ LOT 14 \ 20 5 o. 0 VC, LP \ T.O.F. 75.74 0 0 0 0. 12•�. o_1% LOT 13 \ \ 9,215f S.F. 0.21 f ACRES \ ` N 7 \ y 5 0'o. \ \ 6 Ul - Vicn LOT 12. \ ry \Cn LA / \ 00 O O Ln G � a - m N r-1 O , N 3 _ 7 LA O � J m O_ N I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN o COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF OF N BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO �� 5��ti z PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A 2 gHANE G G - 'SPECIAL FLOOD HAZARD AREA:LU THIS PLAN IS NOT TO BE RECORDED NOR 1S IT TO BE USED TO ESTABLISH PROPERTY LINES: v MALLON CA 5 R No.48687 1 10 ssy0 N � �0 $U94 L, REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE o , Ln 0 N O O - N _ 0 ri a • i f TOWN OF BARNSTABLE DIVISION r iy1 r GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 — PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL 000 CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE g WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).' ' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP � MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS.' - S SMH #24 , ��' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER \ I14V =59.33 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES F \ \ UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ------------- REGULATIONS (321 CMR10) N \ SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER " LOT 14 \\ \ VEGETATED 12" DEEP RECHARGE PROTECTION AREA RAIN GARDEN (125 \ \ tgP \ C.F. STORAGE) x TOP=72.0 CONSTRUCTION NOTES: to "` 72 71.0� \ BOTTOM=71.0 I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 73. ' 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. -- 72 R� O �°,5 _, i 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM N c 73.0 20 5 b, o � 3 \ \ THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, x 71.0 p w 73.0 72.50 \ DATED 6 25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. TIP \ \ 3. SEWER BUILDING CONNECTIONS. MIN. COVER SUL BE 3 FT. 3.25 ' \ - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES " P WP cr \ AS I DPW. 0 va�`� i LOT 13 c 73.0 \ _ REQUIRED BY BARNSTABLE 70.04 ►6 �" o MIN. .9,215f S.F. �' \ \ MINIMUM SEWER SERVICE CONNECTION SLOPE SHALT. BE 2.1 x. v \ �» INV.- si0.21 f ACRES o 4X \ \ .� 73.0 OOUUTA 25 4' INV.= 5 -.. �, \ �„ Ro 1.0 _ ,,,.,�g» \ l Cotuit Meadows Subdivision 83.53 _ ' cnk 0 x ,,,0 12"° ''c Cotuit-Barnstable, Massachusetts 71.0 \ PREPARED FOR o w SS x '°1 LOT 12 \\ COTUIT EQUITABLE HOUSINGj LLC 0 \ 0 `w. x P, 0. BOX 95 71.0 VEGETATED 12M DEEP RAIN GARDEN (125 CenterWile, MA VM2 ` PROVIDE (t) 6' DIA. C.F. STORAGE)101 o x 6' DEEP LEACHING TOP=71.0/ TDtE BASIN W/ 1' STONE BOTTOM=70.0 site Plan N SURROUNDING (OR ALTERNATE EQUIVALENT VOLUME Lot 13. 130 Pheasant Hill Circle OF 289 CF) n CONNECT ALL ROOF D ACHING BA TO BARTER NYE ENGINEERING & SURVEYING S LEACHING BASIN SMH �25 INV OUT=66.so Registered Professional �CP , , Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 " MgSs' Phone-(508)771-7502 Fax-(508)771-7622 �°� ""AWE'"' cyG EDDY N v CIVIL No.43183 20 0 20 40 G STf SCALE IN FEET s SCALE: 1" = 20' 12-22-14 M s REV. DATE: REMARKS LOT 13 9 oaAwavG NUI►W N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw ' 2005-214