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HomeMy WebLinkAbout0455 POPONESSETT ROAD L5 I � G7 i i I I Parcel Lookup Page 1 of 1 Y �''7 ` ND 0 Logged In As: Pa 1'Ce I Lookup Wednesday,June 14 2017 Road Lookup Condo LookWQ Multiple Address Lookup Rel2orts Search Options Search By Parcel IV Map Block Lot 019.......................................................................................... .�9...........................................................................................IF ........................................................................ Search <Prev Next> Page 1 of 1 j Rows/Page: 100 Parcel Location Owner Village Map 019-179 455 POPONESSETT ROAD DEL NEGRO, DAVID C & SANDRA J COTUIT 019179 wh o �Cc_C(GLC� 1 Td (;JI�e h. G lJJ eat �. r http://issgl2/intranet/propdata/lookup.aspx 6/14/2017 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map "I ' Parcel I r7 Application # v � Health Division Date Issued 3 IZ 1 LI Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ysjc- ­p0'p(-)>1pSSat Village Lo-ruir t Owner -DAVID +'a,WD k _ba_ fJe&a Address a`0 i\JA;Q 001T_ CM IN_ Telephone 906 — 4k d UTZ 1-51)?5- 3'Zb -5LA V f L';C--LL_ Permit Request fff\16 k 9Jffn0AW( 1 Klan.\_ 1 dk� i RAW— . MI 2- 1 ffl Square feet: 1 st floor: existing 154 proposed 2nd floor: existing proposed , 1101al nQ0- Zoning District Io Ib Flood Plain 2-d46E C Groundwater Overlayco Project Valuation 5EQ.°o Construction Type s :� co Lot Size 0 0 A-L Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family h Two Family ❑ Multi-Family (# units) Age of Existing Structure 0 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) i5q4 Number of Baths: Full: existing ol 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: XGaS ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes A No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ANo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: l(existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes X No If yes, site plan review# Current Use Roe,-`-petm wu Proposed Use RgS 111F 151 KL APPLICANT INFORMATION (BUILDER OR OMEOWNER) Name �� L �� Telephone Number SD6—q)0—:)M1 Address 'W U�OA�L001-r `ZIL License # L X)I UST i Ivl� I� Home Improvement Contractor# /��'���1� _n�� e 1 Email ���'�9-1 .1— L LUYVticph[ , . �EA- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -F - - mod SIGNATURE DATE FOR OFFICIAL USE ONLY k APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER a DATE OF INSPECTION: + { FOUNDATION FRAME INSULATION FIREPLACE V) ELECTRICAL: ROUGH FINAL is PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r � FINAL BUILDING F DATE CLOSED OUT- ASSOCIATION PLAN NO. 1 �ram�o4xr�a��assaef�rFs�lts . Delwama afludrrsirca Acciderats- 600 Wmhingfb a&met Boston,MA 02 wait?rnamgmldira w W-ark-ers' CampensafianInsuranrte-Affidavit:Builders/Cantmc(orsMectr c ans/Rumbers plicant Infarmaficm Please Print Legibly Name(Issslc3Fga•,;�atirwfLdiviA►�= V (� V�1it��19i� GtyfSt a&Zip: Phone Are you an employer?Check fhe appropriate box: Type of 1W.0ject Cr 4, I am; contractor and I € � - k❑ I am a employer with ❑ � 6- �New boa employees{fn11 and/brpart4ime)* havehired-the sub-contractozs 2_❑ I am a sole proprietor or partner- listed on the s�ched sheet" ^ y. ❑'Remodeling ship and have no employees These sub-oontract°rs have S_ ❑Demolition. woddng forme in any capacity_ employees and have workers' 9_ ❑Building addition I [No workmrs'comp-insurance comp-msoranmi � �] 5. ❑ We area corporaticnand its 10_.0 Rleci ical repairs or additions 1XI man a homeowner doing all work officers have c rercised,their I1,0 Plumbing repairs or additions mysef[No wJorkers'comp- right of =roptioaper MGL 12-0 Roof repairs insurance required-]F c-152,§1(4),andwe hale no ' f employees-[Nowor$ers' _®other IrJ9�i I�Y� r comp-insmance required.] ;t1�aYagP uttxtdhedcsbox#1mastalsoMoutthesection,beiowshowingi3ieawo6eaTmmpmsafionPaRcyinfv c� Homeowners orho submit this aW2davit industiag they am doing 8II tiL�C su3 ffiaIl h]xP oottside contzacmrs amtY Snhnlit a rtP[i sffid3s*it M�r�ia;sari_ tCdvhxdlo6 t W dhedlc ibis box xomt sttacbed an sddiflomd sheet shb' g thamone of Hla snb-=xkw�md.ststP xhether ornot Lhasa m6lies have mmpInyees. If the mb-c n ctms base employees,theg nnW provide their warkem'comp_PoRC3r number~ I am art employer chat is protidfng tt orkem'compensation irmirance for ray etrtp,£oyem BeIoty is the paucp aed job site in_for matian_ Insurance CompanyName - NHay 9 car Self-ins_Luc-# FxpirationT3ate: Job Site Address. CitylStat Zip: Attach a copy of the workers'compensatkm parity declaration page-(show.mg the policy xramber and crpa-ation date). Failure to secure coverage as rega ireduuder Section 25A of MGL rw 152 can lead to the imposition ofcriminal pemiIi ies of a fine up to S L.500.Oa andlor one yearimprisaament,as well as civil prmatties in the fbm of a STOP WORK ORDIR and a fine of up to$250_00 a day against the violator_ Be advised that a copy of this statement maybe forwarded to the Office of EmveWgstions of the DIA fx inmarance coverage va:ificafion- Idalacrre rurde�'t14 a rlpanaI#issafFelymythattheirzformafianprmi&dabmreis / and.correct tore. Bate: r -5 /Z, Phone 09kiuf use only. Do not write in this area,trx be catatp&a by doz or town affi'ciaL City or Town: PerniitUcense# Issas A.ntharity(circle one): ' L Board of Health 2.BuMing Depa-tment 3.Cit flown Clerk 4.EIectrical hrsppector S.Plumbing bLVector 6.Other Contact Persaw Phone#: 6 1 Information and Instructions Massachusetts Genmal Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as 1`.-every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or tnrstee of an individual,paiftiership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house . or on the grounds or budding appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(t7 also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required.' . Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the amn-ance requirements of this chapter have been presented to the contracting authority." s Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone numbers)along with their certificate-(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,'are not required to carry workers' compensation incur-,once. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation ofinstTrance coverage.- Also be sure to sign and date the affidavit The affidavit should be retumed to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. SeIf-insured companies should enter their self-insurance license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the perm.Mc;ease number which will be used as a reference number. Ia addition,an applicant that must submit multiple pmn tllicense applications is any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i_e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address;telephone and fax number. The Commonwealth of Massachusetts Department Gf hiclustdal.A.ccldents E}ffjee of kvestigatFans 6��'�ashzn�an Street Bastes,MA 02111 Tel.#617 727-4900 W 4-06 or I4 h W. E. Fax#617-'27- 49 Revised 4-24--07 . Town of Barnstable Regulatory Services - °F r��• Richard V.Scali,Interim Director Building Division IL,aNSr-42 R $ Tom Perry,Building Commissioner 9 1 ��� ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax7 508-790-6250 HOMEOWNER LICENSE EXEMPTION I I ( Please Print DATE: JOB.LOCATION: 2 V V MOO I T f U b l o n[ 1 number sreet YUlage "xor�owNER~: 'bM QbW 5C1 �W DN7 name A home phone# work phone CURRENT MAILING ADDRESS: `�►I iyt� f C! ) rf r Y� 6 cityftown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The dersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection p ce eland r uir nts and he/she will comply with said procedures and requirements. atme of HDmeown Appi-oval of Building Official -- . Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section WMA-Licensing of construction Supervisors); provided that if the homeowner engages'a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many,communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. �_nmr.rr r_otcnni rtnt. .7:......e.,..:*r.....�1FYPARCR r � E r Town of Barnstable o� Regulatory Services a $' Richard V.Scali,Interim Director i639. Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder ` as Owner of the subject ptopertp hereby authotize 90("Fl to act on ray bebA in all taattets teladve to wotk authorized by this building pettnit D (Address of Job) **Pool fences .and alarms are the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. Signature of Ownet Signatute of Applicant DVID DEL lVabW Pont Name Print Natne Date TOWN'OF BARNSTABLE BUILDING PERMIT APPLICATION Map b/ q Parcel 'i 1 7q Permit# '� t [Ire%i ti '..rt Brsi�i.L:v 11''iJLE ` Health Division _ o uu —ua 0 Date Issued Conservation Division 5 D3 t. . 1-4 03 Application Fee f Tax Collector Treasurer a___-���"'1 f01# 11,NW ILLED IN COMPLIAEevE . Planning Dept: WITH TITLE 5 ENVIRONMENTAL CODE ANL Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH� Preservation/Hyannis Project Street Address Village Cc-Tip IT Owner DAM � 5P(NOga Ui.., MeLW Address 52- CA402E LAtf-- PIkra/6 ; M4 Telephone 40me 1 519�6 _n I 9`1 CELL 50b— Permit Request MEW 41)tAC �n�aT(1�C,"i1nN �r��>� S►LI� Square feet: 1st floor: existing proposed 15445.E 2nd floor:existing proposed Total new 15H�S:F, Zoning District Flood Plain L' Groundwater Overlay PfP Project Valuation kb, l .0o Construction Type MA't�U� uo ME Lot Size . 00 A-c, Grandfathered: ®'Yes ❑No If yes, attach supporting documentation. / SEE. A-rAerrED PL1q1-dJ1Mto �,OAtO LkTTC-,� 20 Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units Age of Existing Struc re !�/ Historic House: ❑Yes 20 On I i g g Old K ng s Highway. ❑Yes ®'No Basement Type: Zull ❑Crawl ❑Walkout ❑Other YP Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2: b Half: existing new Number of Bedrooms: existing new 3, Total Room Count(not including baths): existing new Sta First Floor Room"Count 5jO Heat Type and Fuel: Q G s ❑Oil ❑ Electric c ❑Other Central Air: U Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes M/No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 56ew size 24 2� Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# - Current Use Proposed Use `� BUILDER INFORMATION ` I Name 1.Ld-tr>ta1& hg Telephone Number 50t '509 `7°712 Address Wobt, 1 License# CS 04 15e) _Q r Home Improvement Contractor# Worker's Compensation# AWL I0003 i4 '7012--po`_ ALL CONSTRUCTION DEBRIS U TING RO HIS PROJECT WILL BETAKEN TO 6a rrx6LL 'Ieknl r' I SIGNATURE DATE FOR OFFICIAL USE ONLY - ' PERMIT NO. *' DATE ISSUED - - MAP/PARCEL NO. - T ADDRESS VILLAGE OWNER t r r DATE OF INSPECTION: FOUNDATION -(25 - , FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH .t f FINAL - FINAL BUILDING DATE CLOSED OUT.. 'ASSOCIATION PLAN NO. s MAR03-2003 16;25 P,01 &COm. . CERTIFICATt Ul� LIAbILI 1 T IIVaV11K��v sic_i 02 27/03 PRODUCER THIS CERTIFIC!►T£IS 158 D AS A MATTER OF INFORMATION Thomas P• Reefer Ins. Agcy. Inc ONLY AND CONFERS NO RICiH7S UPON THE CERTIFICATE 51 West Central Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. p. 0. sox X i Franklin MA 02038 1 INSURERS AFFORDING COVERAGE Phore:508-52$-3310 Pasr:508-528-3887 iN5tiRED ( IN31J1iERA: AIM DSiLtudl .� • )N$i�RER El: INSVFER C; St. Michaels Construction Corp 1 p.0, Bo ].254 mWPER0: KaTL 'A 02738 INSURER ., I COV_RAGFS THE POLICIES OF I+ISURANCE LISTED EELOW`IA`iE OEEN iSSUEO TO THE INSURED NAMED ABOVE:FOR THE POLICY PERIOD INDICATED,NOTWITH8TANDING ANY RECUInEMENT,TERM,CR CONDITION OF ANY CONTRACT OR OTHER DOGUNE`.'Y'WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,-HE INSURANCE AF'CROEQ BY TIE?CLICI`3 DESCRII!FD HEREJ`I IS SUWrCT TO;aLL THE;ERU3,EXCLUSIONS.AND CONDITIONS OF SUCH ?DUCIE S.ACGREGATE LIMITS SHOWN MAY YOW7.SEEN REDUCED EY PAID CLAIMS dG— j-P6CfC � InCI i LIY1T9 iVPE f?F INBURANC^ POLICY NUM®ER -DATE{M�b{IDD1Ws�, OATS MPA/ C%YY _ i cavENAL LtABwr�� � .� . A�`IOGCL'' FL'IC S I p;pE pAUAGE(Any erne firel :. -,OMME'ii CIAL OFNERAL LIABILITY i „ R I I SAHC EXP(Any ena aerenl S MACE �J OCCUR i PER30NA1.$ADV INJURY ;"a I I GEN>:ALAGGREGAT3 L! I 'kODUi?5•COMPn�P AC3� S t 1 GEN'LAGCIE0ATEUMITAPPUE8PGA; _ .. � I 1 POLICY 7 JJEECT ' I LOC .I AUTOMOBILE WADIUTY 1 :-OM8INED SINGLE Lh71T '-^I 'I ( I ilea etC.08M} !ANY AUTO I � •• ALL OWNED AUTOS I 1 BODILY Per per xN.) S 3G.E�JLEORUT4- t 4 HIRED AUTOS �ODI /INJURY 15 }j tPg accdan) hCN• IJNEDAUTOS "j 4 '. •— ' PROPERP,•DAMAGE -y . acrdarnl GARAG2«ASYLITY I I AUTO ONLY-EA=CCSO HT - ) ., OTHER T'{AN ACC i S j�ANY AUTO ALTO ONLY, nGG', I =YCFBB UA6tUTY j I ZACH QC--URRENCe S —'OCCUR :A3G=EGATE I S { DE?UCTtBLE ( ! I I S I 7 RETENTION S WORKERS COMPENSATION ANC I I X -ORY LIM S c ER f A EMPLOYERWUABILITY vWC5003147012002 i 10/03/03 'I Zo/o3/03 ;`.L•=,CHA,CtDENT : l00000 DISEASE•EA RMPLDY 'S 10 0 0 0 0 I !1.019EA8E-POLICY Lima ,S SOOOOO i !OTHER I � DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLE&EXCI 11310NS ADDED BY EN20RZjNENTr5PEC1AL?ROVISIONS ' Faxed to: 508-430-8391 Attn: David for Mike Mich= CERTIFICATE HOLDER M ADDITIONAL INSURW;INSURER LETTER CANCELLATION b _1 SHOULD ANY OP THE ABOVE DEJ9 MBW pOUCMS eE CANCELLED BEFORE THE ExPIRATtO DA•�G TNHIEOF,TILE tS L3N�G�I�N�S{U�RER WLL ENDEAVOR TO MAR. '*1c�- DAYS WRITTEN : NOTZETOTi$CERTIF�R7ZIR��>attli� ,6ISr•�W%•p&hh•'' eT�eTpA��y� TOOCSOSNAIi Town O9 Barnstable IMPo"NO OBUWLTION OR U01661 ws mn�OPDNTNb p>�{TSAGENTS OR 038 200 Main streeC REPRESENTATIVE& FRANKLIN,MA OP- Hyaaai J! �6A 02 S 01 AUTOO REsENTATNE' Thomas F. Keefe I vA IDACORD CORPORATION 1908 ACORD 25-8 47197) TOTAL P.01 ` The Commonwealth of Massachusetts - Department of Industrial Accidents Min 8110YOSAYSMONS - 600 Washington Street Boston,Mass. 02111 Workers' Compensation.Insurance Affidavit ecation k 1Z-S (] I am a homeowner perforating all work myself. [j I am a sole proprietor and have no one working in any capacity [j I sat an employer providing workers' compensation for my employees working on this jaG 1"E n.� r r.Z't r•.« r,� ,c( t r.. f:. ��r ti,yyr � �a � �� w �} �''f. COi7! aft AnS •y �rirr`R' w d:k � S. c� �.Nr 1 rt C[..'4 L I r a j � r:? s� F>.,b :rl iF� ° ! ' �+ '¢rC,� �-�tq �r3T rY t '���ry ade�' ,� � n �� r� V y[ ht t " I>•` .}Yin � � r?i ,.4 t j�,�.�,�iX. '' if .G.,' jN��l � �Jp� + t r '�.r ., •4 ;�� ti�r,:41�.tt} r [ � : yr +i 3 It4i�d8Ce: :� I am a sale proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices tixr;� rr � 1 x 1?fix' r ti 4 'r 7'�+tir$p 'Prz .�^`'•vet '. CQ1rF 91t rla�ta` SY�rt 4 .Kr' y r ' '� u�,.aj,Ygs„�irsfr N� }t,itd�rt� 31r Yr r rrJ J ' s'[t tt � v a✓�J r t tt' r. " M C6ali�y;. K✓ tt. r 4 4 ^tS '; " 1 c ++-[4� ) �� r p Mq" y ��` s3 ,�>3h.1✓' au �^F _ a '_ t 2,w i p, ,, ,r. c►l� ;;�` 1 el J'c�.r"s ��' � �• - Y i} �'1 rg4•f d r 4 � �t 1 Fi�42 J �.R + - 4 �� -�, [ r ( � .i�K+YS' �`� - { l�r � I f Q�1' 15 �' �J VZ 4� I ✓ 'I .�t(4 I• '�. �1. Clil` r"ttC`7 + w ii�aia!{ 7r♦ 1 t, t + hb I98# °J `r h e i}s}-,yJ �"'y r '+.tf r'' 1+f 3,.•.tS I� •i. JJ..�/ [;1 yy �`�Z�1yr�x � 5 iC' �� J4 LT +�1 �' :1'f:'.i Y, d3i�C,:R a. F��r ..'7 .. !. J 1. •!F'. ['t�'SitY'�YCd.' O�a� •n� ;'t::a .r v r-.-, Failure to secure coverage as required under Section 25A of MGL IS2 can teed to the imposition of criminal penalties of a fine up to$1,500.00 and or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a not of SI00.00 a day against me. I understand that a COPY or this statement may be forwar ed to the Office of Investigations of the DIA for coverage verification. " — and penalties of perjury that the tnforrnntion provided above is true and correct. j Date 31 S10� Ott trapsMar Phone# JZ 8 7 7/�-- official use only do not write in this area to be completed by city or town official city or town: __ _ permitflicense# I-1Building Department []Llcensing Board ]check if immediate response is required ❑Selectmen's Office []Heaith Department contact person: phone#; (_]Other I Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3.5 Release la Data filename: C:\Program Files\Check\REScheck\MEC3445.rck TITLE: 9023445 41s44 (3 BOX)RANCH CITY: Cotuit STATE: Massachusetts HDD: 6137 CONST?tUCTICN TYPE: 1 or 2 Family,Dc6—_'l:ed HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/10/03 p DATE OF PLAINS: 2/10/2003 PROTECT INFORMATION: DAVID&SANDRA DELNEGRO 20 WAQOIT ROAD COTUIT.MA. BUILDER: ST. N UCHAEL'S CONSTRUCTION CORP. , P.O. BOX 1254 MARION. MA. 02738 i MANUFACTURER:CUSTOMIZED STRUCTURES,STRUCTURES, INC. 3 APPROVED I PLAINS ROAD ocS ^RP CLAREMONT, NH. 03743 FFa COMPLIANCE: Passes Maximum UA=283 �F_�TQgv % Your Home UA=280 1.1%Better Than Code(UA) _ Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Raised or Energy Truss 1544 38.0 0.0 38 Skylight 1: Wood Frame:Double Pane with Low-E 17 0.410 7 Wall 1: Wood Frame, 16" o.c. 1275 19.0 0.0 61 Window 1: Wood Frame:Double Pane with Low-E 207 0.410 85 . Door 1: Solid 47 0.350 16 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1544(BY G.C.) 0.0 ° 73 Boiler 1:.Other(Except Gas-Fired Steam),82 AFUE 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;Massachusetts Energy Code requirements in.REScheck Version 3:5 Release la (formerly MECcheck)and to 'comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating.load for..this.building, and the cooling load if-appropriate,has been determined using the applicable Standard.,• pDesign 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 1310'and J4.4:. x k "`'Builder/Designer" _ Date .-_.. _ REScheck Inspection Checklist. Massachusetts Energy Code REScheck Software Version 3.5 Release la DATE:02/10/03 TITLE: #023445 41x44 (3 BOX)RANCH Bldg. Dept. I a Use I I Ceilings: [ ] I 1. Ceiiing '-:Raisea. or-nerry'''r:ss,R-)8.0 cavity insulation , I Comments: Insulation must achieve full height over the plate lines of exterior walls. j j Alcove-Grade Walls: [ ] j 1. Wali 1:_Wood Frame, lb",o.c.,R-19.0 cavity.insulation Comments: I Windows: [ J i 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.410 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break'? [ J Yes [ ]No ' Comments: j j Skylights: [ J I 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-factor:0.410 j For skylights without labeled U-factors, describe features: APPROVED i #Panes Frame Type Thermal Break? [ ] Yes ]No I Comments: ] PFS. 00,Rp, I Doors: !- E B 1 4 2003 [ ] i 1. Door 1: Solid,U-factor:0.350 APPM YA1 LIMITED TO I Comments: "A� , I Floors: [ ] I 1. Floor l: All-Wood Joist/Truss:Over,Unconditioned Space,R-19.0 cavity insulation(BY G.C.) Comments: Heating and Cooling Equipment:' [ ] I 1. Boiler 1:Other(Except Gas-Fired Steam),82 AFUE or higher Make and Model Number Air Leakage; f ] I Joints, penetrations,and all other such openings in the,building envelope that are sources of air I leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I. 1. , Type IC rated,manufactured with no penetrations between the inside of the.recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944. I' -L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture I' shall have been tested at 75 PA.or 1.571bs/ft2 pressure difference and shall be labeled. �. I-..Vapor-Retarder. Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification:. J I Materials-and equipment must be identified so that compliance can be determined. Manufacturer-manuals for all installed heating and cooling equipment and service water heating x _ i I equipment must be provided. e ( J I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or,specifications. I , I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: All accessible joints, seams, and connections of supply and.return ductwork located outside conditioned space, including stud bays or joist cairities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape.is.not permitted. [ J 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 or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooiing system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: i [ ] I Insulate circulating hot water pipes to the levels in Table 1. i - Swimming Pools: [ J I All heated swimming pools must have an on/off heater switch and require a cover,unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I , Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below» 'T must be insulated to the levels in Table 2. RPP.GVcL ; F�3 4 C003 � RAQTQRy iUELT Per , F:. e . ,ry c4, ram: a '- Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. - Insulation Thickness in Inches by Pipe Sizes - Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types - Range(F) 2"Runouts P and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressur.�" ctnperatur:: 201-250" 1.9 1.5 1,5 2.0 Low Temperature 120-200 0.5 LO 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 LS 1.5 NOTES TO FIELD (Building Department Use Only) • �rF . • `:ors f�::fit; �r 7 t l3X'`1 3�a oay _ 50m00 + 4 5 9 - 5 0 + 66 . 67 + far c 30 m 0 0 + 3 0 • 0 0 + 25 . 00 + RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 5U.°0 _ Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE i 544- square feet x$96/sq.foot= 14b Zqq,0o x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) b72 square feet x$32/sq. ft.j_2A,''A .00 x.0031= lobo.V7 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >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 IX 0 x$30.00= 30 . (number) Deck 0 x$30.00= 30•a0 (number) � 25 Fireplace/Chimney 1.U x$25.00= od (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee � (olol , 1-7 4� projcost Affidavit of Substantial Financial Interest of 52 Q�� Uq % Mi(WwS ► ll( tQol, on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map ©lci , Parcel The address of the property is 2C, 1�l��Jfl►T � , Cc�i Ut-r' ► PIi� �2b . 2. 1 have 100 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is �D3 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address `)Ft_ NT--LQ-D 52 Vp6rwe e— L►a1\�e- 4. Within the last twelve months, from today's date, which is -!)�41b3 , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 10 \*,QO©1T POA�) CM IT , MW ©2-.ID 3S 5. Within this calendar year, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted Q building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of MAC+ , 2003. c_ 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT °Ft►+Er�,,,� Town of Barnstable Regulatory Services vBARN '� Thomas F.Geiler,Director 16 p. 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, 17Ay L,Q De,,,k1, OM ,as Owner of the subject property hereby authorize 1.(AAr J� q:Lap to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) 20 VIAGODIr VDAD , L-FL) IT kp� 02.b3 SIV ignature of 044eYDat Dmi) DfL I\IeztD Print Name 171.53' WAQUOIT ROAD 6 *now —•w a � LJ 201.08, 2 ,t °�•'° 3 ' a 0 iZ q Sp. r o °o 0, 24'f a; LOT 123A LOT 1 �z ' ' 53't 7� 28't N� Ocn I A o o L o ° N 28't Cn s f LOT 2 43,563 S.F. ZONING RF 1 ACRE = 43,560 S.F. 150' FRONTAGE 30'/15 /15- LOT 123E 214 0,9, LOT 5 LOT 4 s� LOT 3 ` SITE PLAN LOT 2 PLAN BK. 307 PG.92 THE PROPOSED BUILDING SHOWN ON THIS IN BARNSTABLE, MASS. PLAN CONFORMS TO THE ZONING LAWS SCALE 1"=40' DATE 10/12/76 OF BARNSTABLE, MASS. MAP: 019 PARCEL: 179 Prepared by D.DelNegro, Civil Engineer DEED BK: 13144 PG.: 210 Date: 12/11/02 J Sk 15258 Po22 . 052067 06-13--2002 & 10 a 59a i euttdaim Is ei'b 1, ELIZABETH A. SPARICIO, Trustee of the Ellaabeth A. Sparlcio Family Trust, under Declaration of Trust dated June 27, 2000 and recorded with the Barnstable County Registry of Deeds at Book 13144,Page 192 of San Luis Obispo,California for consideration paid of One Hundred Thirty Two'Thousand($132,000.00)Dollars grant to DAVID C.DEL NEGRO and SANIDRA J.DEL NEGRO,husband and wife,as tenants by the entirety x of 52 Pasture Lane,Hyannis,MA 02602 ttiEt�gatttlattttt tobttsaxt9c• .' . the real property in Barnstable(Cotuit),County of Barnstable,Commonwealth of Massachusetts, described as follows: Being Lot 2 on a subdivision plan of land in Cotuit, Barnstable, Massachusetts, drawn by William C. Taylor, R.L.S., dated September 1976, and recorded with Barnstable Deeds at Plan Book 307,Page 92. , Beginning at a point on the Easterly sideline of Waquoit Road said point being 273 feet more or less from the intersection of said sideline of Waquoit Road and the Northerly sideline of Pine Ridge Road; 1 'Thence N 19--38-20 W 201.08 feet to an iron pipe at land now or formerly of Silk; Thence N 70-01 -40 E 255.52 feet by said Silk land to an iron pipe; . Thence S 0-55-39 W 214.08 feet to a point; Thence S 69-40-52 W 179.15 feet to the point of beginning. Said parcel contains an area of 43,563 square feet. PROPERTY ADDRESS: Lat 2,20 Waquoit Road,Cotuit RoUGRAV.OLnJM .j For title see heed dated ,tune 27, 2000 and recorded with the Barnstable County Registry of LaAv i Deeds at Book 13144,Page 210. g COUMSELLON5 AT LAIN - :YYtl A.1A:N S771CLT- - - QSM 771-6Z9d I1 ' • to Elk 1 5258 Pie 23 *52067 The undersigned hereby certifies as followq >' I. I am the sole Trustee of the ELIZABETH' A. SPA RICIO FAMILY TRUST under i Declaration of Trust dated June 27, 2000, Book 13144, Page 192, as recorded in the Bamstable County Registry of Dads; 2. That ELIZABETH A.SPA.PJCIO FAMILY TRUST is in full force and effect and has not been altered, modified, amended or terminated since its recording except as may ' already appear of record at said Registry of Deeds; 1 3. That I am duly authorized under the provisions'of Article `VI, B. of the Trust, to iconvey said property. itntntf mp baub anb ad this day of June,2002 Efl' eth A. S " js�� f"� �lJ� iri �eeaTL paricio,Irrustee *tat at catlffornta rerun 1 "���t�i/a .b• - met: Then personally appeared the above-named Elizabeth. A. Sparicio as Trustee aforesaid and acknowledged the foregoing to be her free act and deed before me, r ftty 'um-tCwftv" r Notary Public "LUW CbbM oar My Commission Expires, A , Aprt:ora��.El�rl�t0i1� "� .. r i 4, r 1 a`' a `�3> a) W J y� i ROU®FAU.®L►I1gA i t� X S7 1 c Fi LA1@QAY i J COWNSELLOM AT LAW 720 MAN STRECT � - o � �i tI� 17�! �y Z HYAMMS..MA 02001 � rp��'A ,V,i pre�ir �y,• N - t006)779�AF2'80 r �tVl'tlt Kt �fi �C:• S ' - P 1 Sid ix M �.' TABLE REGISTRY OF DEEDS REGIS7 S , -- A TRUE COPY,ATTEST iP1 dAJ C AAL'A MC ID Inn I LTC.ps N Of O . Y .ol 40.E N 70 255 52• . , LOT 2 3 43563. + S.F. o ?� ' h N � ° h A Q ° Q��C FQolp�O H c • . i19 I551 .W S 69.40 O_ FRAWKSys �. ��m�. PLOT PLAN C°• ,�:°, BARNST ABL E, MA . /!�27/2ooz SCALE: l '-40' NOV. 27. 2002 THIS PLAN IS FOR PLOT PLAN ` PURPOSES ONLY AND NOT FOR EAGLE ` SURVEYING , INC RECORDING. DEED DESCRIPTIONS OR ESTABL I SH/NG PROPERTY LINES Yarmouthport 923 Routs 8A, MA. 02673 (508) 362-8132 (S)B) 432-6= THIS PLAN /S VOID /F NOT STAMPED AND SIGNED /N RED. 0 20 40 80 PROJECT NO. 02-047 NOV.29.2002 4:18PM PLI*INING NO.149 P.1/1 Town of Barnstable Punning Board NAM ' 200 Wu Street,l3 M yaanig,Massathasetts 02601 " z--� 163q.* (508)$62-4686 Fax(508)862-4725 7K Lima Hutchenrider,Town Clerk Cc Town Hall c 367.Main Street Hyannis MA,02501 David De Negro Z0 Waquoit Road Cotui4 Kk 02633 Re: WAVOit Road Constriction Decfsiou At the Planning Board meeting of November 4,2002,Mr.De Negro requested the paving of Wagnoit Road be delayed'Mtil after the issuance of a building permit and all cons=tion activities take place for the development of Lot 2. The Barnstable project Engineer developed an. estimated cast of the seczity That the Planning Board should hold to ensure completion of the road. The engineer indicated that he had no objection to signing a building permit providing that the developer placos sio,0s0.0Q in securities,is a form approved by the Treasurer,with the Planning Board. A motion was made by Robert Stahley and seconded by William Belden that the Planning Board approve the request to allow the issuance of a building permit and construction activities prior to the paving of Waquoit Road for access to Lot 2 subject to the following-ecorimeadations: 1. The estimated cost of the security the Planning Board should hold to ensure the construction of Waquoit Road to Lot 2 is$10,090.00 2. Subject to the security being approved by the town Treasurer. 3. All construction work to be completed by June 1,2003, Present and vatting in the af!`innative,on November 4,2002,were:A.Ray Fegelgren,Robert Stahlay,William Belden,Raymond Lang,and David Munsell. Marlsne Weir and Barbara Hill were absent from the meeting. SiacereI , ` A Roy e1 , r' St. Michael Construction Corp. P.O.Box 1254 Marion,MA 02738 March 4, 2003 Town of Barnstable Regulatory Service Thomas F. Geiler,Director Building Division Tom Perry Building Commissioner 200 Main Street Hyannis, MA 02601 Subject: Lot 2,Waquoit Road,Cotuit Dear Sir: Please find enclosed with the Building Application the following Items: • Town of Barnstable—Planning Board Letter—Dated November 20, 2002. • Certificate of Workers' Compensation Insurance. • Compliance Certificate for Massachusetts Energy Code. ° • Residential Building Permit Fee Schedule with check. • Affidavit of Substantial Financial Interest. • Property Owner Letter of Permission. • Construction Supervisor's License. • Performance Bond. • Deed. ; • ANR Plan. • Plot Plan. • Site Plan. 9 x • Septic System Design Plan. • Structural Engineers Design& Sketches for Foundation. w • Customized Structures Installation Manual. • 4-Copies of Complete House Plans. a ..F r °FT"E'er Town of Barnstable Planning LU NSTABLE. • nning Board P MASS. 200 Main Street, Hyannis, Massachusetts 02601 (508) 862-4687 Fax (508) 862-4725 TO: Jeffrey Cannon, Town Treasurer FROM: Planning Board DATE: November 18, 2002 RE: RECEIPT OF SECURITY for Wa uoit Road Cotuit from David Del Ne ro The Planning Board received check from Cape Cod Five #1014786 in the amount of 10 080.00 for security on the completion of the Road. RECEIVED BY: DATE:_ 11 1 6 . TREASURER'S CHECK p 1014.18 WdNoVEM1BER Member F.D.I.C. TO THE ORDER OF ******* TOWN OF BARNSTABLE F/ /Q.:DAV=D'..DELNEGRo $ 14.0$Q 04 #*Tr=N THOUSAND E=GHTY DOLLARS AND .ZERO CENTS## 5ECWR;r*y: FOR 20 WAQUORT RD. i THE CAPE COD FIVE CENTS SAVINGS BANK 53-7107: HARWICHPORT,MASSACHUSETTS 2113 AUTHORIZED SIGNATURE ':.2 L L 3 7 LO jai: 70,e10000 L L,r,Ou■ I �..y •ji. ✓fie La�n»eomuealf�.c�✓j�a:tsaclu:e�7a . BOARD OF BUILDING REGULATIONS s 'License: CONSTRUCTION SUPERVISOR Number: CS O48858 Birthdate: 03/15/1963 ? Expires: 03/15/2004 Tr.no: 2928 Restricted: 1 G MICHAEL J MICHON 10 PO BOX 1254 MARION, MA 02738 Administrator I �F MAR-03-2003 ib 25 P,©1 a�co�:, CERTIFICATh V�- �iwrsi�t r ��V.�VItt+��lva�ic- - os mica PRDOUC THIS CERTIFICATE IS ISS D AS A MATTER OF INFORMA710N Thomas F- ICeefa Ia$• Agcy. Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 51 West Central Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box X Fxasklin MP. 02038 INSURERS AFFORDING COVERAGE phone:508-52$-3310 ?ax;508-528-3887 NSuRED iNSU4ERA: ATM )Mtudi 1NSURERB: IHSUFER C; SC. Michal Construction Cori; INSURERD; P.O, BoXX 02738 I�dYlCA .INSURER E. I COVERAGES THE POLICIES Of IVSURANCE LISTED BELOW HAVE BEEN GSU W TO 1 H61NSURED NAtl ABOVE FOR THE POLICY?ERIOD INDICATED.NOTPIITHSTANOING d:Y RECUInEMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DCCUNE�T WITH RE 'tCT TO 4YHICN THIS CERTIFICATE MAY DI ISSUEO OR e!AY PERTAIN,-Iit -N6URANCE AFF-RDEO aY THE?OLIGICS DESCRIBED HEREIN IS SU&GCT TO ALL THE T.F. ':XCLUSiONS AND 4GNDITIONS OF SUCH tOLICI6°+.AwREGATE LIMITS SHOWN MAY HAYS BEcN REDUCED EY PAID CLAIMS. [trT6FFf CT_ Lj- raATl�`F"c ' LI.WTS LTR i YF£OF IHSURANC POLICY NUMBER DATH IMMUODIYY DATE(HMI OJY!' =A 1; 7CGL"'RENCE I S G_4ERA6 LWWIUTY I , ^CMMviC,AL GENERAL LIABILI rY I PIPE 4l,uAGE(Any anz fira) ;5 i ! I I MT.0 E-5(A Y ! T— a, (�OCCUR I fi _ n ena pa[son +5 MA.E LJ i I PERSONAL i ADV INJURY I$ 1,r-4EFA!.4GwR&GAT2 I S u �041Il AGG S GEN'L AGCRE4'1TE LIMIT A•PPUES PSR:' ~,POLICY I 1,„ECT LOCI y IA1TOMOWLELIA$ILITY sCON191NER31NGLELi�'.IT o --1 i i;a dCPt09ftt) r !ANY AUTO 'BOOILY INJURY 1 ALL OWNED AUTD;i i 1 I(Pef person) 1 1 HIRED AUTOS =ODIl INJURY I i I I i acc dcn'J II 9 I ;:ON.Gi,iNEDAUTOS i pR'ocRT.'CAMAGE GAPAGE LIABILITY I 1, I I?.U10 ONLY-EA ACCIDENT EA A:C i S j ANY AUTO OTHER1".-tAN - I i AUTO ONLY: AGO: ' >:fCCE38 LABILITY ACM OCCURRENCC S I A G=£GAT'c S OCCUR I CLA.lf.S MACE IJ D6DUCT18L2 I I S t RETENTION S I ! I.$ WORICERS COMPENSATION ANC I I I X''DRY L!N S A C-MPLOYERS'LABIUTl i pWC5003147013002 10;03(0Z 'I 10/03/03 ;e.L, CHAC,-0ENT Is 100000 i H.L.DISEASE-EA SMPLOY s 100000 j P.L.NS ASE•POLICY LIMIT;f 50000 0 i !OTHER i I I � 1 DESCRIPTION OC OPHRA7ION5ILOCATIONSNENtCLMeACLU=NS ADDED 9Y ENDORSPIENTI SPECIAL PROVISIONS Faxed to: 508-430-8391 Attn: David for Mike Mich= CHRTIFICATE HOLDER I H AOOITIONAL INSURED:Mul LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUT BE CANCELLED SWORE THE IPxPil 0 DATE TNfiREOF,TIE LSSLIN�G�IINhSUeREER YMLL ENCO�EJ^,VOR TO MAL -10—GAYS Y"Ill NOTiCETO THE CERT►FfC347EU �B�R��7��W�T1?niAF.`L �i� SO MALL Town GE Barnstable IMPOGENgasuaAToxae�LIEKBPAM�Jd19�OPDNT lti,ITSAGENTSOR 200 Main Stvil PURESENTATril FRANKLIN,MA 02038 Hyaami s MA 02601 AUT}ID I E—WATTVE Thomas F. Reefe S ACORD 25.5(7f97) (M ACORD CORPORATION 1988 TOTAL P.01 1. „ L2 >e J� } LAP FLOOR JOIST , MM fL00R� pIST I CONTINUOUS BLOCKING v'�Gv i I I I I ' I I , I .. I I I I i I 2 X 8 MAILER C,_1/2' J3 BOLTS GAGE ' (STAGGERD>�I2 - I I I�nIj N Q,�yN 1 11 C, CAP PL. y'-X-""X-Q-- - C.e4TWZ- ', I.Iz 4�x 01- ” I I 1 of/�Z�vr a Bar MDR (TYP) FO? E 7A 3(p STEL I Z C I I � CAP PLATE DETAIL '�Zx4- x0� TO FOOTINCrDS OR COMTI vAIF FOOTING l p I u Gr�,aASE PL. 21 X_±`X_L + GENERAL NOTES AND MATERIAL SPECIFICATIONS " " 1. Structural Steels ASTM A992, Grade 50, shop painted w/ rust Inhibitive paint. 2. Anchor Bolts, ASTM GA510 (Galvanized For exposure to moisture), i 1' dia. expansion-type x / in. embedment. 3. All workmanship to conform with American Instltute of Steel Construction { and Massachusetts State Building Code Latest Edition requirements. i a. All welds to be E70xx electrodes. Shop weld cap and base plates to columns. 5. Coordinate all, dimensions with At Drawings, and Fleld verify �WOFP�q �� where required. �c U Ric) 34774 STRUCTURAL v) a A e�o STEEL BEAM CONNECTIONS MICHELE, -C. TUD OR, P.E. j TO TIMBER FRAMING Consulting Structural Engineer 123 Cottonwood Lane Centerville, MAssachusetts 02632 Drawn By: MCT Date: I q 03 Figure _ LD'T IJ) T 1 , Checked By: Scale: none �Fo _:- ( :Vi d �, �G rya o �R�- File Name: Project No.: Z� , E 1 LAP FLooR JaIST MIN FLOOR JOIST I CONTINUOUS BLOCKING I - I ' � I I 1 H 2 X NAILER I I C2�-1/P' 0 BOOTS eOC GAGE 3 JZ" CSTAGGERED> CAP PL. 1 OF ____U2' BOLT MIN. (TYP) - - ' �•-`\ t I I STEEL COLUMN ; F,I'2 (y ?M `3co 7 g%;FA�Z-1N - I 1 CAP PLATE DETAIL TO MUTING. ' OR CONTINUOUS VAI& FOOTING�I BASE PL.I/2_X A-X-a�j 0 GENERAL NOTES AND MATERIAL SPECIFICATION 1, Structural Steel, ASTM A992, Grade 50, shop painted w/ rust inhibitive paint, 2. Anchor Bolts, ASTM A510 (Galvanized for exposure to moisture), expanslon-type x Iq0 min. embedment. 3. All workmanship to conform with American Institute 'of Steel Construction and Massachusetts State Building Code Latest Edition requirements. 4. Alt welds to be E70xx electrodes. Shop weld cap, and base plates to columns. j 5. Coordinate all dimensions with. Architectural Drawings, and field verify ! :O1; -ems where required. ��=�a MICHELE q,w C. iP TUDC rn rJ No.347/4 v1 ► CTHUCiU;?, L _ o tea o3 ` '► �o►vaL STEEL BEAM CONNECTIONS MICHELE C. TUDOR, P.E. Consulting Structural Engineer TO TIMBER FRAMING 123 Cottonwood Lane Centerville, MAssochusetts 02632 Al ._..-. Drawn By: MCT Date: 11 ID 3 Figure __._... LDT d I I ) t4A Checked By: Scale: none _ FOrL VID JEl.. H�..R-a own � File Nome: Project No.: 12 Z00z- SK DA� �' 1�5 #52 #514 1 39 ♦�` #341 `A3' 524 ♦ #325 1 / 1 % al19 9 Ma 19 38.8 63 ` \\ 10 72 19 19 ` '♦ '1! 4 '•apl Ma + 1 31 100 �• � 4 1 35.1 q \ #5 \ DE E TREES \ 9 \ i\ 21 #20 i/38.8 19 1 2 Ma 19 6 2 i �► #1 i♦ ` , ——0 ♦ 42 ` Q 1 4. # 2 #45 Ma j/38.6 — 1 i/28. i�39.3 lo _` 1 ~ ♦i'� — i �� F:\dgn\conservation.dgn 03/05/03 01:27:33 PM N N ' O C9 , Q- v o. 00 N 9 255.52 L'O T 2 43563 + S.F. o M , ae No O ti G t0 z 0G. O wy�/ 94 t y N ' a • O M r d � fig9. *AO 'S S `H OF Af�ss' • o CN s FRANK , WHITING H ., No.29869 k- THE DWELLING DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND � Y�` PLOT PLAN BY SURVEY ON APR. 7. 2003 AND ` /N EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE. MA . SCALE: I'-40' NOV. 27. 2002 THIS PLAN IS FOR PLOT PLAN REVISED APR. 8. 2003 PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS 923 Route BA OR ESTABLISHING PROPERTY LINES Yormouthport. MA. 02675 ,i (508) 382-8132 (508) 432-4333 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 02-047 PROJECT NAME: _ ADDRESS: �Q PERMIT# PERMIT DATE: M/P: d °( LA RGE ROLLED PLAN S ARE IN: BOX A L ``� SLOT (12� Data entered in MAPS program on: S1 ;L77 BY: q/wpfiles/forms/archive November 6, 2014 t 0 Town of Barnstable Building Division , 200 Main Street Hyannis, MA 02601 Attn: Inspector-Jeff Lauzon Subject: Permit#: B 20140492-210* ,Cotuit- o r-e�sse>_j Jeff, Per our conversation today I am writing you this letter to inform you for the reasons for the slow progress in the basement construction project. The main delay was the passing of my mother in May of this year. She had Alzheimer's Disease and the months leading up to and the months after were very trying for my father and I. Needless to say without going into too much detail that the care I provided for her and my father took up the majority of my time. Also,as I mentioned in our brief conversation today that the profile of the concrete wall surface is requiring more labor then what I had initially estimated for the preparation for installation of the rigid insulation. Construction has begun,just not enough completed for inspection. I am back on track now and should have the rest of the insulation and framing completed within a few weeks. I will be calling you for our rough inspection soon. Please give me a call if you would like to discuss further or you any question or comments. Best Regards, David Del Negro TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 019 179 GEOBASE ID 769 ADDRESS 20 WAQUOIT ROAD PHONE COTUIT ZIP - LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 73675 DESCRIPTION CERTIFICATE OF OCCUPANCY #73145 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: ST MICHAELS CONSTRUCTION CORD Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE '*O_ * BAMSTABLE, MASS. 039. BUIh I DIV,�,SI N BY v� j DATE ISSUED 12/17/2003 EXPIRATION DATE V 0() TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL. ib oig 179 GE013ASE 11) 769 ADDRESS 20 WAQUOIT ROAD PHONE COTUIT ZIP LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 73676 DESCRIPTION CERTIFICATE OF OCCUPANCY #73145 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY ------ CONTRACTORS: ST MICHAELS CONSTRUCTION CORP Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 pF CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE '0 BARNSTABLE, • BUI�fljG DIV BY ZTN DATE ISSUED 12/17/2003 EXPIRATION DATE g OV 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 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MEC]H- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY 1:101-01 b 1 0 1[144f.Al I=5 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEE:DIUNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS 'C THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY C VARIOUS STAGES OF ONSTRUC7 MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. t BUILDING PERMIT Z TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 019 179 GEOBASE ID 769 ADDRESS 20 WAQUOIT ROAD PHONE I COTUIT ZIP - i LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT i I PERMIT 73145 DESCRIPTION TEMPORARY OCCUPANCY PERMIT :�67680 PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: ST. MICHAELS CONSTRUCTION CORP Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND tME -00 CONSTRUCTION COSTS $.00 753 MISC_ NOT CODED ELSEWHERE 1 PRIVATE I MASS. BU ING DIVI ON BY DATE ISSUED 11/21/2003 EXPIRATION DATE VOWN OF?3�45 BARISTBLE ILDING PERMIT � T PARCEL ID 019 179 GROBASE 'ID 769 ADDRESS 20 WAQUOIT ROAD PHONE COTUIT ZIP - LOT 2 BLOCK LOT SIZE D2A DEVELOPMENT DISTRICT CT 67€�80 D"'ESCRIPTION MODULAR SINGLE FAMILY RAIX-14 W/GARAGE PERi!IT TYPE BUILD TITLE NEL1 RESIDENTIAL BLDG PMT N'RACTORS: S'7;' ^�IC'HA:_LS CONSTRUCTION CORD Department Of HyMEcTs Regulatory Services _ AT K NS: $66- 16 + BAJIM 1639. BUILDING DiVI00r4 BY DATE _�..vp~J^ 1`�•`�� U-TPATTON ')"T^ - THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART-HEREOF. 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 ;OB 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- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL.PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS. Xv ©-' 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 A BOAAW tWALTH OTHER: 1XIME 014549ZW SITE PLAN REV W A ROVA 4+A 091 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 F VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. '•TC?W OF BARNSTABLE 3UILDING PERMIT PARCEL ID 019 179 GEOBASE ID 769 ADDRESS 20 WAQUOIT ROAD PHONE COTUIT ZIP - LOT 2 BLOCK LOT S.Ti.Li DBA DEVETLOPMENT DISTRICT . CT r L's�li' ' 67680 LESCRIPT.LON MODULAR SINGuL FAMILY RANG W/GARAGE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT ~_N7"PE A C T 0 R S: ST -,4- HAELS CONSTRUCTION CORP Department of A.R rxymEcTs: Regulatory Services "i i+± i.).�.. Si...:.~..... _ Y�rV ,`•_rr,., - - -. 7��- + L1RN3TABE.X. 163q. BUILDING DWISIGN . BY _R.n_ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART-HEREOF. EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE.'RUST 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 APPROVED PLANS MUST BE RETAINED ON ,;OB AND I FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL iNSPECT!CN 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. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS_. 1 1 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOA ALTH OTHER: O� SITE PLAN REV W A ROVA 4+A /1 3 fief 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. TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 019 179 GEOBASE ID 769 ADDRESS 20 WAQUOIT ROAD PHONE COTUIT ZIP - LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 73145 DESCRIPTION TEMPORARY OCCUPANCY PERMIT #67680 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: ST MICHAELS CONSTRUCTION CORP Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 p� ' CONSTRUCTION COSTS $.00 ' 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE . * MAS& i6gq. � A BUILDII DIVISION BY "I . DATE ISSUED 11/21/2003 EXPIRATION DATE TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL, ID 019 179 GEOBASE ID 769 ADDRESS 20 WAQUOIT ROAD PHONE COTUIT ZIP LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 73145 DESCRIPTION TEMPORARY OCCUPANCY PERMIT .#67680 PERMIT TYPE -BTC0O TITLE TEMP, OCCUPANCY PERMIT CONTRACTORS: ST MICHAELS CONSTRUCTION CORP Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE I B MA BUITING DIVISION BY DATE ISSUED 11/21/2003 EXPIRATION DATE 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 OFTHIS 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 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCLI- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 13 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 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. BUILDING � PERMIT i TOWN` OF BARNSTABLE -BUILDING PERMIT PARCEL ID 019 179 _ GEOBASE AID 769 ADDRESS 20 WAQUOIT ROAD _ _ FHGNE� COTUIT ZIP - i LOT 2 BLO';K LOT S I Z2 DBA DEVELOPMENT DISTRICT CT rE 'jf IT 87680 D FSCR.LPT'N MODULAR SINGLE FAMILY RANCH W%GARAGE P .cMH TYPE 3GILD TITLE h N'TW �S!DENTIAL BLDG PMT -_0NTRA ;lj_2{:: S1 '' _,H � (JON51l��JI.�l�J� tl���Si� �,:<ruim�C'''S: Department of Regulatory Services _r � men - .._Y d.r r E ir,-^-.` -�'. •. N G 1 a+i Air: :1�� i..�. :,.i.:.,.,. EY:r1.H.:,. r_ a— ; ; -BAMSPABLE, o MACg9;_ ---- --.� `. s63q• � BUILDING DEVISION e ; BY 1 �w THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY P.ARr?HcREOF, EI?HER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE.`RUST 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.T HE 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: WHERE o APPROVED PLANS MUST BE RETAINED ON JOB AND AHERE APPLICABLE, SEPARATE t.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL iiNSPECT!ON PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,� PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS, 1 2 2 ,Y „�/4�^ i�Y"16:r . 2 rr •l vGtiC � ! [ �� �/ 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ZjvA� Cv/1 g BOA F OALTH, OTHER: 94%01 V1454y W SITE PLAN REVWEW AAROVA16/ (�A Il'C3 3 A fi 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. -� ;� �. ,. +J .� .�, :t _� � +_ l L J 1 3 a;- �{ � - ^� ' 1 �� � , ' I ' k r g BUI. LDING . , PERMI, r. s., APP-05-2003 03 :01 AM P. 02 r David Del Negro 52 Pasture Lane Hyannis, Ma 02601 April 4, 2003 Town of Barnstable Regulatory Service Thomas F. Geiler, Director Building Division Tom Perry Building Commissioner 200 Main Street Hyannis, MA 02601 Attn: Jason Silva Subject; Lot 2,Waquoit Road,Cotuit Dear Sir' As requested from our conversation today, I am writing to inform you that my foundation contractor has suggested a modification to the Foundation Plan. The modification is the installation of a.3'-0" walk-out door from the Cellar. Thank you for you attention to this matter. If you have any questions,please call me a 508-958-3339. R Ctfull , �^ Y � avi Del Negro oFI"E r Town of Barnstable o� Planning Board Thomas A. Broadrick, AICP yMA MAW. 200 Main Street, Hyannis, Massachusetts 02601 Director of Planning, Zoning, f1639. O Tel: (508) 862-4786 Fax: (508) 862-4725 & Historic Preservation July 12, 2002 David Del Negro 52 Pasture Lane .Hyannis, MA 02601 Tom Perry, Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 17 �� c Re: Condition on ANR Plan dated 10-13-76 "No building permit to issue until street improvements of Waquit Road are made". Dear :Mr Del Negro At the Planning Board meeting of July 1, the Board approved construction of � (,,,�7 WagouijRoad to lot 2 as shown on road construction plans and profiles submitted to the Plannin g Board and dated 6/25/02, except that the Board voted to decrease the width of the pavement to 12 feet. The Engineering Division has requested that you work with them during the layout and construction of the road. The Cotuit Fire Chief is also required to approve the work when complete, so please maintain contact with Chief Paul Frasier. Thank you for working with the Board to resolve this issue. Sincerely, . d Roy Foge r n,SChrman cc.: Chief Paul Frasier, 64 High Street, Cotuit, MA 02601 Steven Seymour, PE Engineering Division of DPW _4 P I P 19 5 5 #'44 MAP V r 19 449 35 5 #10 35.1 4 D[ 21 MAP 179 �R-9 /#20 9 38.8) 20 Y P 9 .3 MAP 9 8 7 8\ 42 P 4 0 6.2 A) z 18 38.6 . ..... ...... 124 #252 39.3 2 8. g:\basemaps\base019.dgn Jan. 22, 2002 09:13:20 9. 3 PORTANT MESSAGE For / A.M. Day �I_ f� Time M Of PQs ✓��'��'' ��� Phone FAX ea Code N m er Extension MOBILE Area Code Number E, n Telephoned Returned your call SH Came to see you Please call TCaller cial Wants to see you Will call again on hold c 4 Signed Universa1-48023 LITHO IN U.S.A. { -cell e s 2 S. aK 7-e_WM, o— In►• LL��I �;��e�0_1 4 bat `.r - � }.zti �� � a Commonwealth of Massachusetts Board of Building Regulations and Standards Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use Only Date Received - Label Numbers Issued: Fee Received $ 0 U 0 9 9� 6 00 Check Number © 3 q I Date Issued: 311 Issued by: C� This Section to be Completed by Manufacturer-PLEASE PRINT OR E SECTION 1-MANUFA ER INFORMATION BBRS\DPS I.D. # Q _Q Manufacturer Name / C# Street G City/State/Zipvi� Manufacturer Telephone Number: Fax Number: Manufacturer-Plant Inspector �Gl Third Party Agency TPIA# Number. of Labels j Total Amount Attached Is /2j 1 Manufacturer's Serial �j Manufacturer's Model - Number Designation ,� (i SECTION 2- LOCATION OF BUILDING Street - _ - 10 City/State/Zip - I � r ✓� S to l SECTION 3- BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/Dealer S Street � A z5 City/State/Zip t4e /01 IYX Certified Installer ��'_ l( FLcenonstruction License Number: '/p #16VAt:Z . S�'�`Q �6 Q �J ®�� Expiration Date: vim-/mod shall be completed by the manufacturer when requesting manufactured building labels. All n shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. quest shall be forwarded to the State Board of Building Regulations and Standards-CERC.... � Building, Paul A. Dever School-1380 Bay Street,Taunton,MA 02780 Bbrs\Forms2\mfgLabe1Request June 15,2001 . Liss cr C CUSTOMIZED STRUCTURES INC. P.O. Box 884 Plains Road Claremont, NH 03743 INSTALLATION MANUAL {, 0 1/94 v t • RESPONSIBILITIES OF TRANPORT & INSTALLATION CREW A. Basic Responsibilities with all Modular Living Units 1) Delivers home to site with the necessary transportation permits and escorts. 2) Provides for spreader bar and other -site material handling gear including banding slings. 3) Provides generator for site power when on site temporary power is not provided. 4) Provides tools and labor for house setting and dry in operations as allowed by the structure configuration. 5) Coordinates the spotting of crane and trailers on site. 6) Raises hinged roof sections, if applicable, while on the trailers; installs kneewalls with 16D nails; installs 2 x 6 gable end studs flat and installs 1/2" plywood or OSB gable sail to studding. 7) Lays out the end walls of the foundation for marriage line placement. 8) Installs sill sealer insulation to each end of the first module s marriage wall to seal the joint between modules. 9) Assembles lifting gear and cranes the first lower level module on the foundation; the exterior end wall mounted panel box and/or wiring harness is lowered into the basement recess during this process; 4 x 4 temporary posts are cut and installed under the marriage wall perimeter floor beams approximately 10, to. 121 o.c.; the adjoining module is butted to the first module for a tight closure of all joints at the marriage line; care is taken to assure end walls are flush as close as possible. 10) 4 x 4 posts are fully secured to each modules marriage perimeter beam to provide temporary support and holes are drilled through the marriage wall floor perimeter beam 4101, o.c. and 1/2" x 8" bolts with washers and nuts are inserted and tightened. 11) Turns down hinged eave (where applicable) front and rear and fastens along truss top chord at 24" o.c. with (3) 8D common nails. 12) Installs roof shingle course at roof hinge line and hinged eave line, if applicable. 13) Installs ridge vent with end caps and installs ridge cap shingles at the unvented ends of roof. B. Two-story Models - Additional Responsibilities 1) Makes sure lally columns are installed in basement before upper level modules setting commences. (Builder/Dealer responsibility) . 2) Installs R-19 insulation batts in upper level floor system; 31 long batt pieces at the exterior walls in the ends of joist bays and completely fill the first two bays that run parallel to exterior walls. • 3) Feeds upper level electrical home runs to the basement through the conduit provided in the lower level end wall during the upper level P 9 PP set. 4) Removes plywood from the lower level ceiling at plumbing and electrical (if applicable) access points. 5) Bolt the marriage wall ceiling perimeter beams together using the 5" bolts provided, (two washers and a nut) spaced 21 from each end of the boxes and a maximum of 41 o.c. along the length of the boxes. 6) Install the first upper level module in as close alignment as possible to the lower box, using the stairwell as a point of reference. Toe nail the deck perimeter rim of the upper box to the ceiling perimeter of the lower box on all sides using 16D spikes 16" O.C. 7) set the second upper module, align with lower box and spike the three deck perimeters that are exposed to ceiling of the lower module. use 16D nails at 161, o.c. (Addendum I) C. Cape & Gambrel Models - Additional Responsibilities 1) Unload transporters and separate panels and shipped loose materials as required for efficient placement of components. Place shingles, ridge vent and nails on top of roof panels if applicable. *If pinned rafter cape, proceed to C2. If unfinished colonial, go to C10. • 2) After setting the first floor modules, raise 2 x 6 pin rafter panel(s) and insert kneewalls, using the stairwell and "A" dormer openings as reference points to set kneewalls. Seat kneewall bottom plate against the ceiling plywood decking and spike to ceiling joists. Using 16D spikes, attach the top of the kneewalls to the rafter kneewall blocks. 3) Nail the pin rafters to the plywood gussets using (6) 6D galvanized nails from each side (staggered) . 4) A: If the building is a straight cape, 1: Repeat Steps C2 and C3 for raising the pinned rafter panel on the second roof. 2: Install collar ties in sufficient numbers to stabilize the roof system. B: If the building has a shed roof, install the shed wall by finding the center of the wall and marking the bottom plate. Next find the center of the box length and lilne up that point with the mark on the bottom plate. This method of positioning'the wall will distribute any length discrepancies evenly on both ends of the wall. 5) Install the gable end wall panels and rainwalk panels (if applicable) . i • 6) A: If straight cape, 1: Rotate first 2 x 4 rafter section and install 4 x 4 temporary supports at 41 o.c. max. Nail the 2 x 6 and 2 x 4 rafter sections together according to nailing schedule. 2: Rotate second 2 x 4 roof section until it mates with the first at the peak. 3: spike the 2 x 8 ridge poles together according to the nailing schedule and remove temporary supports. B: If shed roof: 1: Install the girder support wall at the stairwell, making sure that the girder will seat along the top of the headwall. 2: Crane the roof section into place and spike securely to the top plates of the wall panels, making them true and flush., 3: Rotate the 2 x 4 section of the pinned rafter roof until the 2 x 8 ridge pole comes to rest on the 2 x 4 ledger across the shed roof girder. Spike the ridge pole to the girder. Nail the 2 x 4 and 2 x 6 sections together according to the nailing schedule. 4: Install collar ties in sufficient quantity to stabilize the roof system between the rafters and girder to secure roof system. • 7) Rotate soffits down, if not already done at the factory. Nail 5/8" plywood backer through the wall sheathing and into the wall studs according to the nailing schedule. Fill in the shingle rows along. the top of the soffits. 8) Set the "A" Dormers (if applicable) :. A: Spike the dormer assembly into the roof opening flush with the roof profile, according to the nailing schedule. B: Seal the roof valleys with 18" wide strips of waterproof membrane. C: Attach the roll vent and shingle caps to the "A" Dormers, according to the nailing schedule. Allow for proper sealing of the vent ends to avoid moisture penetration from the ends. 9) Attach the ridge vent to the roof peak and apply the single caps as in C8C above. Replace shingles at lift points and fill in rows left out at roof folds. 10) If unfinished colonial: A: After setting the first floor modules, stand the four second floor wall panels on top, ,plumb and flush with the perimeter. B: Place the girder support wall on the appropriate side of the stairwell (see plan) and nail into place according to the nailing schedule. C: Crane the two roof sections into place, making sure that the two girders are supported by the girder support wall and the two end walls. Spike the girders together according to the nailing schedule. D: Install vent-a-ridge, end caps and cap shingles along the ridge pole. E: Rotate soffits into place and nail them down. Fill in absent shingles at lift points and fold rows. D. Responsibilities After the Set 1) Inspects house with customer. 2) Completes and signs T & I condition report for return to Customized structures. 3) verifies and signs shipping list; stays with customer. 4) Leaves dealer Service Request Form and Material Shortage Report in the living unit. 5) Loads tools and spreader bar rigging onto T' & I equipment trailer. 6) Piles all debris (plastic and strapping) in one location. 7) Signs crane work order form and returns copy to customized Structures. • 8) Retracts and stacks trailers for return to Customized Structures when required.. , 9) Leaves key with customer, if customer is present. If not, key is brought back to Customized Structures. • r • FIELD INSTALLATION INSTRUCTION MANUAL A. General: This section of the Customized Structures Inc. Dealer Manual describes the field work not performed by T & I necessary to prepare for and complete a modular living unit. It also describes those materials that are to be furnished and installed by the field contractor. B. Foundation and Basement work 1) Foundation: Foundation layouts are furnished by customized Structures for dimensional reference and details relative to lally column spacing, sill plate installation, and split/level kneewall construction. Specific foundation design relative to site conditions, soil conditions, and governing codes is the responsibility of the customer. Install foundation per foundation drawing with due consideration to: a) Local codes, b) opening for access door (swinging or bulkhead), if required, c) Footings for structural lally columns, d) Defer bulkhead installation until modules are set on foundation, e) All foundation openings must be spanned with a proper header if 61 or greater. Customized Structures will not be responsible for any damage resulting from improperly headed foundation openings. 2) Site Access: Refer to crane set drawings (Addendum II) and prepare lot so tractor trailers and crane can gain access to foundation and • have a level space in either front or rear of foundation for unloading as shown on the site preparation drawing. Under normal conditions the wet module will be backed in alongside the front of your foundation and the dry side will be driven in. If this is not possible on your lot; please notify Sales Representative at once so that the unit can be properly loaded for your site at the factory. 3) Special site Requirements: If site conditions and/or weather conditions present an environment that makes entry onto the site or manipulation of equipment therein impossible with Customized Structures tractor trailer equipment, then the dealer is responsible for securing a bulldozer or other suitable equipment to allow entry and manipulation. Consult Sales Representative or Traffic Manager if there is any question regarding accessibility. 4) sill Plate Installation: Install sill plates per foundation drawing. Sill plate is to be 2 x 6 SPF or SYP #2 or better. Use a 1/2" x 15" anchor bolt or strap anchor 6' o.c. and 12, from all corners. Be sure anchor bolt nut is countersunk in sill or set inward to miss the perimeter beam of the module floor system. Make sure sills are level and square. Shim at 21-0" intervals to facilitate level and adequate bearing. Provide sill sealer insulation beneath sill plate, if infiltration is likely due to masonry wall and sill gaps. 5) Split Level Foundation Kneewall: Frame and sheath wall per Customized structures drawings using 2 x 6 framing and 1/2" plywood CDX sheathing or OSB sheathing. Apply -a 2 x 8 plate doubler with the overhang to the outdoors to provide a nailer for the module • overhang soffit following module set. • Field Installation instruction Manual 2 Kneewall is to be nailed with (3) 16D nails, 16" o.c., to the min. 2 x 6 sill anchored to the masonry wall. Before modules can be set, the kneewalls are to be interlocked and securely braced both inside and outside. 6) Basement Columns: Arrange to have lally columns or adjustable metal columns of adequate length at the site when the modules are set. Columns must be in place prior to setting any 2nd story modules and installed within 3 days after the set for ranch, split entry, and tri-level models. out of level foundations or failure to comply with the above can create damage, and such damage cannot be considered the responsibility of Customized Structures. C. Dealer Responsibilities After the setting of Houses 1) Level the marriage perimeter beam (use a string from end wall to end wall to gauge) ; cut and install lally columns; anchor as required; and remove temporary posts installed by T & I. 2) Notify customized Structures when lally columns are set. If not notified within 3 days, it will be understood that the columns are not set within the allotted time, thereby relieving Customized Structures of any related damage. 3) Nail the box frame of the house to the sill using 16D nails 81, O.C. Nail the 2nd story modules, floor system to the lower level ceiling band beam using 16D nails, 81, o.c. 4) Nail 2" x 5" Teco plates to the exterior end wall joint (4 plates per joint per level) . 5) Cut out plywood or sheetrock at marriage wall openings. 6) Fasten the meeting or marriage walls at openings with the precut 3/411 T & G plywood inlays on the floor and (3) 2" x 5" Teco plates on each opening jack stud and at 2, increments along headers. (Addendum III) . 7) Resquare and/or reset any gable end exterior door and set and finish nails prior to gable end siding installation. 8) Install upper step on installed stair in 2nd story modules. see detail furnished. (Addendum iv) . 9) Fabricate basement stair using optional (3) 2 x 12 stringer stock and precut treads in accordance to code dimensional requirements for rise/run ratios and providing sufficient space for landings. Install stair per plan and fasten with (6) 16D nails per stringer at landings top and bottom. D. Special Instructions for Split Foyer Models 1) Cut out plywood sheathing at front door opening. 2) Cut the double 2 x 10 or 2 x 12 perimeter beam (left intact during shipment) at the entry area. Cut the beam flush with the wall surface at the recessed entry area. Lally columns must be installed prior to this step. • Field Installation Instruction Manual 3 3) Fabricate 2 x 4 platform sidewalls (materials by dealer) with single top and bottom plates; studs 16" o.c. at an overall height equal to the distance from the basement floor to the underside of module floor joists. Apply 1/2" drywall (by dealer) to the treated area side of the wall. 4) The split entry home comes with a factory built platform installed in the foyer area to rigidify the module during shipment. The platform must be lowered by the removal of duplex nails. Cut support posts (by contractor) to support the landing at the specified height below the module floor deck (see drawings) . (Addendum V) . 5) Remove nails and lower foyer platform (minimum crew of two) onto posts. Install sidewalls nailing to both the basement floor and the floor joists. Nail platform to sidwalls (4 nails/stud) through the platform band joist. 6) Fabricate 2 x 4 kneewalls for top of stair and sloped kneewall between stairs (min. 36" above finished floor) with drywall applied to one side (all materials by dealer) . 7) Install kneewalls fastening to floor, foyer platform, stairwell sidewall and to each other at intersection. Next apply drywall to other wise of these partitions. With the hardwood railing optional kit, kneewalls can be eliminated in the foyer area except for a short sloped kneewall beneath the staircase going up to the living area. • 8) Install the shipped loose exterior entry door square with openings and siding surround with 12D galvanized finish nails through the brick mold. Install keyed lockset and deadbolt. Adjust door for proper swing and closure. Install threshold screws .supplied with door and cover with threshold weather stripping. 9) Fabricate foyer stairways with stringer, tread, and riser materials (shipped loose) . The stair up from the landing is a 5-tread stair. The stair down must be fabricated to meet the fall to the basement floor below. Generally, treads and risers should be trimmed to fit the sidewall openings or to butt together with an open hardwood railing treatment. 10) Install 15# roofing felt to foundation kneewall openings. Install optional kneewall ship loose windows with roofing nails spaced 6" o.c. square with the opening and in line with module windows above. 11) Install 3/8" AC plywood soffit to underside of module cantilever with box nails. 12) Install other doors, windows, or bulkheads in the basement foundation walls (materials by dealer or shipped loose when ordered through optional price list) . E. special Instructions for Constructing and Drying in Cape and Gambrel panelized upper levels or 3 module living units with 1/2 upper level panelized. • 1) Complete the work started by the Customized Structures T & I Crew, which includes but may not be limited to: Field Installation Instruction Manual 4 • A: Nail the plywood or O.S.B. provided across the marriage wall P Y ( ) P 9 top plates following the nailing schedule. B: Install the balance of the collar ties in roof system. These include ties at the ceiling level and in the peak of a straight cape roof. 1: Install valley shingles in a weave pattern 2: Install the step flashing 5" x 7" with l" overlap at dormer walls and roof intersection starting at the gable wall and working up. Install the 1 x 6 trim over the step flashing according to the nailing schedule. 3: Install 14" aluminum roll flashing over the seam between the dormer gable wall and the building roof. Fold the ends of the flashing around the end corners and tuck under siding. to assure a watertight seal. Replace the shingles over .the lower portion of the roll flashing to give a flush appearance. 2) Complete siding: (see Addendum VI thru XIII) A: Install J-Channel and undersill trim at gable end windows and doors, under soffit and gable end overhangs and' elsewhere appropriate. B: Install siding where not completed at the factory: 1: Between windows, doors, etc., and soffits . 2: In areas around where doors, windows, etc. , have been shipped loose. 3: On gable ends and other. areas where boxes are mated on site. 4: On panelized wall areas. 3) Cut openings in roof for plumbing vent stacks. Extend stacks from the floor through the roof allowing a minimum projection 181, above roof line. Install vent pipe roof flashing and fasten with roofing nails. F. Three Model Capes or Gambrels The unfinished front portion of a three-module cape/shed or gambrel/shed design with a finished rear module require the combined installation procedures for a 2-story colonial and the cape/shed or gambrel/shed. The major detail change is a ship loose full height partition that mates with the module marriage wall and provides a rafter seat at the ridge. ceiling joists extend from the module ceiling to the cape rafter intersection or the gambrel full height partition wall located 31 from the front modules exterior wall. Field Installation Instruction Manual 5 G. Exterior Trim and Finish Installation - See Section V for Illustrations 1) Material: 1 x 3 skirt filler Fastener Type: 8D Common Spacing: Random Installation Method: Flush to underside of module wall sheathing at box sill. Nail to foundation sill plate. Applications: All siding applications, all elevations (a) Lower Level Modules that flush with the foundation wall. . Does not apply to cantilevered conditions. 2) Material: Skirtboard 1 x 6 "Vinyl Siding only" Fastener Type: 8D Galvanized Spacing: Random Installation Method: Insert beneath drip cap metal mold fasten to box sill. Chalkline end walls for skirt location relative to front elevation and install end wall skirtboard. Applications: Vinyl siding only (a) First story to cover sill (b) Split entry cantilever - skirt is dadoed at base to receive 3/8" AC plywood cantilever soffit (c) Colonial or garrison cantilever - same function as split entry (d) Sidewall roof intersection of dormer 3) Materials: Vinyl Siding and Accessories Fastener Type: 1-1/4" Roofing Nail • Spacing: 16" o.c. Installation Method: Following application of skirt to the end wall, install J Channel around windows and doors;. install undersill channel beneath windows, eaves, and gable rakes; install metal chip cap over skirt where applicable; install vinyl siding starter strip flush with top of metal drip.cap; start siding with lower course and work up the gable end; cut siding to fit above and beneath windows and doors; cut siding to be fully concealed by undersill channel, J channel, and corner posts. See vinyl siding details. Applications: (a) Gable ends of all models (b) Split entry access (c) Two-story between modules completion, front and rear elevations (d) Dormer front and side walls (e) Split entry kneewall 4) Materials: Cedar Shingle Siding Fastener Type: 5D Galvanized Box Spacing: 2 per Installation Method: Cut or select random size pieces to fit under, above and around windows and doors and flush with 1 x 4 corner boards allowing a maximum gap of 1/8" at any intersection to be filled with a suitable exterior latex caulk. Bottom courses, upper courses,' and the course directly below windows are to be double courses with joints overlapped. Install each course allowing the same exposure per course as factory applied siding on the front and rear elevations. Vertical joints in the' same line may repeat every fourth course. t • Field Installation Instruction Manual 6 On end walls chalkline the end wall for the bottom of the starter course to align with front and rear elevation siding. If siding is applied before corner boards, mark and trim siding ends to fit 1 x 4 corner boards tightly after siding installation. Applications: (a) Lower course of siding on lower level module, front and rear elevations (b) Gable end wall and gable siding (c) Split entry recess (d) Two-story between module courses on front and rear elevations (e) Dormer front and sidewalls (f) Split entry kneewalls 5) Material: Cedar Lap Siding "Clear or Rustic" Fastener Type: 5D'Galvanized Box Spacing: 16" o.c. Installation Method: cut siding to fit under, above, and around windows and doors and flush with 1 x 4 corner boards, allowing a maximum gap of 1/8" at any intersection to be filled with a suitable exterior latex caulk. Install each course allowing the same exposure per course as factory applied siding on the front and rear elevations. on end walls, chalkline the end wall for the bottom of the starter course to align with front and rear elevation siding. If siding is.applied before corner boards, mark and trim siding ends to fit 1 x 4 corner boards • tightly after siding installation. Joints in any course can be a square butt joint or a mitered joint. See siding details. Applications: (a) Lower course of siding on lower level module front and rear elevations (b) Gable end wall and gable siding (c) Split entry recess (d) Two story between module course(s) on front and rear elevation (e) Dormer front and sidewalls z (f) Split entry kneewalls 6) Materials: Masonite siding and Metal Corner - Horizontal Joint Covers Fastener Type: 6D Galvanized Common Spacing: 16" o.c. Installation Method: Cut ship loose siding to fit under, above, and around windows and doors and close to the corner at corners to be covered with prefinished metal corner pieces shipped loose. Install each course allowing the same exposure per course as factory applied siding on the front and rear elevations. On end walls and split entry recess, chalkline the walls so the bottom course will align with applied siding on front and rear elevations. Joints in any course are to be covered with prefinished metal moldings shipped loose. Allow up to 1/4" gap between piece ends. stagger course joints up the gable end wall for best finish appearance. See siding details. i . • Field Installation Instruction Manual 7 Applications: (a) Lower course siding on lower level module front and rear elevations (b) Gable end wall and gables (c) split entry recess (d) Two-story between module courses on front and rear elevations (e) Dormer front and wide walls (f) Split entry kneewalls 7) Material: 1 x 4 Corner Boards Unprimed Fastener Type: 8D Galvanized Common spacing: Random Installation Method: All corners receive 2 boards with the front elevation board overlapping the edge of the side wall corner board. Cut boards to flush or extend below bottom siding course and flush with soffit or fascia board on respective elevation. Caulk all joints between corner boards and siding as needed with suitable exterior latex caulk. Applications: To be used with cedar lap siding (a) All elevations of first story (b) All elevations of second story (c) Dormer corners (d) split entry recess corners (e) Corners of split entry kneewalls 8) Material: 1 x 6 Fascia Board and 1 x 3 shadow Mold Fastener Type: 8D Galvanized Common • Spacing: 2 at 16" o.c. Installation Method: Following soffit installation on rakes, install fascia allowing soffit overhang to fit into the dado slot on back of fascia. cut fascia to roof pitch angle at ridge and eave projection with butt or miter joints at end or intermediate fascia joints. After fascia installation, install 1 x 3 shadow mold to the underside of overlapping shingles or drip edge at eaves. Cut to fit at intersections or joints at fascia board. Nail edges of shingles to fascia and shadow mold along both gables to complete. Applications: (a) Gable end rake overhangs (b) Gable ends with no rake overhang (c) Dormers (d) Cape and gambrel eaves 9) Material: 3/8" AC plywood sofit and 2" metal soffit vent* Fastener Type: 5D Galvanized Box Spacing: 2 at 16/24" o.c. Installation Method: Apply 81 lengths of pre-ripped soffit to the centerline of rafters, floor joist, or rake blocking either 161, or 24" o.c. and fasten to end and intermediate framing members. Where a dadoed fascia or skirtboard is provided, allow soffit to project 1/8" or 1/4" beyond framing to seat in the slot. Butt soffit pieces at end and overlap vented soffit pieces. i . Field Installation Instruction Manual 8 Applications: (a) Cape/Gambrel dormer sidewall rafter overhangs (b) Garrison cantilevers (c) split foyer cantilevers (d) Gable rake overhangs (e) Cape/Gambrel eaves: Vented * Plywood strips and metal soffit vent used at all main roof system eave conditions. other conditions use solid 3/8" AC plywood strips. 10) Material: Soffit Returns 1 x 6 Fastener Type: 8D Galvanized Common Spacing: Random Installation Method: Returns are dadoed to receive eave soffit at the ends of building and fit inside the intersection of eave fascia and gable fascia to fill the flat soffit void. Fasten to the overlap portion of rake fascia and through the end to eave fascia. Applications: All gable or gable rake intersections with eave/fascia flat soffit conditions. 11) Material: Vinyl Shutters Fastener Type: Screws (packaged with shutters) and Screw Covers spacing: 3 per side Installation Method: Align shutter with top edge of window mold allowing any projection to be at the base of shutter. Install screws to both edges of shutters at top and bottom corners with 12" o.c. intermediate screws. Flush shutters against window side mold during installation procedures. Applications: (a) End and.rear elevations of all models (optional) (b) Dormer window finish 12) Material: Scotia Mold Fastener Type: 5D Galvanized Box spacing: 16" o.c. Installation Method: Apply molding tightly to both intersecting surfaces at closure area. Miter or butt cut at joints and ends. Install fasteners as required for secure holding and straight line trim. Applications: For all siding materials except vinyl (a) Hinged eave siding/soffit closure (b) Dormer eave siding/soffit closure (c) Rake soffit/siding closure on end wall gables (d) Cantilevered soffit/siding closure (e) Cape/gambrel eave soffit/siding closure 13) Exterior Lamps a) Install fixture to factory installed box b) connect wiring per instructions included with lamp c) Install bulbs shipped, loose d) Test switch operation e) Install cover and secure tightly with fixture screws 14) Exterior Finishing: All eave and rake trim and skirt that is fatory • installed is completely finish painted. ship loose skirt, cover and rake materials are primed and must be fastener filled and finish painted on site following installation. i • Field Installation Instruction Manual 9 Cedar sidings and corner boards are installed or shipped loose natural with optional field finish alternatives by dealer. vinyl and masonite siding and exterior trim treatments are prefinished and require no on site finish. one coat of exterior latex paint is required over factory primed wood surfaces either with brush or roller. H. Interior Finish Installation Instructions 1) Light Fixtures: All interior light fixtures are factory installed except for fixtures that hang. This typically includes the dining room fixture, breakfast area fixture (if specified) , the split entry foyer fixture, and optional ceiling fans with block and metal box rough-in provisions. Hanging fixtures normally provide for some adjustment in height. Before installation takes place, test for desired height and remove chain links or cut wire chase. Install fixtures per exterior lamp installation instructions and specific installation procedures included in lamp package. 2) Marriage wall openings: Be sure opening plywood is cut out and Teco plates and floor plywood filler strips are installed per Section C. Item 4, 5 and 6 before finishing openings. customized Structures furnishes split jamb/casing assemblies for all marriage openings with prehung swinging doors and solid jambs for large cased openings. Install the solid jamb or jamb with stop side first removing temporarily installed base mold. Flush jamb with floor • covering as close as possible centering the jamb in the opening. Nail the casing at the hinge side jamb near the header. Test door swing, if applicable, and nail other side jamb near the header. Install cedar shims as side jamb backing and finish nailing casing to side studs and header. Insert backside jamb/casing assembly into split jamb slot and nail casing. For swing doors install door hardware shipped loose including door stop either a base mold mount or hinge mount. For bipass or bifold doors follow kit instructions per manufacturer for overhead track, side jamb hardware (bifold) and floor hardware (bipass) installation. Then install knobs or finger pulls provided. Following door or cased opening installation cut base mold surround to flush with casing. Caulk casing/drywall joint and base/drywall joint, fill nail holes, and apply finish coat semigloss paint or optinal stain finish to base and casing. 3) Floor Coverings: Carpeting, pad, and installation accessories are shipped loose for finished stairs, split entry landings, and rooms designated for site installed fireplaces. Following installation of doors and base mold, install carpet tack strip 'to room surround, stair treads, and nosing; install foam pad; then install carpet, trimming at walls for a tight finish appearance. Carpet to carpet at marriage openings must be trimmed 'and seamed with accessories provided. Carpet to vinyl at marriage wall openings can be trimmed with the aluminum carpet bar provided or .folded under and stapled over the vinyl. • • Field Installation Instruction Manual 10 4) Fireplaces: customized Structures funishes a rough opening option for fireplaces. Interior fireplaces include the chase walls. The dealer is responsible for all materials and field installation relating to code approved fireplaces either premanufactured or site built. This includes exterior wall framing, insulation, sheathing, siding, corner boards, firebox, stack, spark arrester, chimney cap, interior drywall finish as required, hearth installation, firebox decorative trim, and mantles. . once fireplace installation is complete, the room carpeting is to be installed. 5) Appliances: a) Refrigerator: Electrical 'service is provided by Customized Structures. Refrigerators are the responsibility of the dealer or the customer. If an icemaker is required, all installation materials and labor is by dealer. Normally, the coiled copper (part of the icemaker kit) is fed directly through the floor for hook-up to under floor plumbing supply lines. b) Range: Direct 220v plug-in service is provided. Range and range cord are by dealer. Take care as with all floor appliances to avoid damaging sheet vinyl during installation, and level appliance for best operation and appearance. . c) Dishwasher: A removable cabinet front and electrical service are provided for a future dishwasher by dealer or homeowner. Follow manufacturers instructions for connection to customized Structures rough-in wiring and hot water connections (normally beneath sink) and drain hose connection to sink waste line. d) Microwaves: Cabinetry for a built-in microwave with electrical service is provided by customized Structures as an option whether a standard built-in fixture or a space-saver design to fit in the range hood space. The microwave and installation are the dealers responsibility. 6) Water Closet Installation: All materials for Kohler water closets through the floor are furnished ship loose by Customized Structures in their original packagings to avoid damage in transit. The closet flange is plant installed for all second story finished module water closets. Install closet flange for lower level baths with bolts provided with proper dimensions from all and surrounding tub, shower, or vanity. Follow manufacturers instructions included with water closet for wax seal, bowl, tank, seat, and cold water supply, and operational adjustments. 7) Inter module electrical 'connections: occasionally a switch is located on the marriage wall of an adjoining module to operate a light fixture or receptacle in another module. Final connections are provided for' in the basement or attic through the use of AMP type circuit connectors. • • Field Installation Instruction Manual 11 8) Second story bath and hot water heat connections between floors: the second story bath of finished modules requires the connection of hot water supply, cold water supply, and the 3" drain stack between floors. Tie-in connection materials are shipped loose for field cutting and installation. If access is provided through an unapplied lower level ceiling, it will be necessary to install a drywall ceiling or a ship loose metal grid/acoustical tile ceiling available through Customized Structures. In either case, the combination light/vent : or heat/light/vent fixture must be field installed for the lower level bath. Hot water heat connections normally require only one supply and return line connection between each upper level 'and lower level module. Access is normally provided in the bath connection access of the rear module and through a floor access . either in the stairwell or a closet of the front modules. 9) Vent Stack Tie In: A fitting and PVC pipe is shipped loose for extension of the stack above the roof to the required 24" projection. in cases where baths are supplied in both front and rear modules, the vent stacks are to be connected in the attic space with the ship loose materials by the field contractor. This is normally a near horizontal run from front module to rear to avoid street exposure of the stack. 10) Drywall Finish on Site: Drywall applications and finish is required for the following applications: (a) split foyer side walls and kneewalls (b) lower level ceiling between baths where the dealer opts for a finished drywall ceiling (c) the stairwell band at the ceiling/floor system between two story units (d) The upper level stairwell field fabricated partitions surrounding the stairwell on cape or gambrel unfinished upper levels. After finishing stairwell walls are to receive R13 insulation and the ceiling overhead R38 batts both supplied by the dealer/customer. The 26 x 68 door and hardware (head of stairs for capes/gambrels and foot of stairs for split foyers) complete the stairwell installation. The door is shipped loose. (e) Full height openings in marriage walls or arches with drywall returns. 11) stairwell Finish: Handrail, brackets, and kneewall cap trim are to be furnished and installed by the dealer. Install at 32" height one side of the entire stairwell and plumb out at ends. Finish treatment is optional. on cape/gambrel units, it is desirable to install a hall light fixture on the stairwell ceiling tied in to switches at the foot and top of stairs. 12) Drywall Repair: occasionally stress cracks in drywall (particularly at openings) canr develop during transit or craning of modules. Minor cracks are to be spackled and painted by the dealer. In the event of major drywall repair work, consult the Customized • Structures Service Manager to arrange service work. Touch up paint for trim and drywall is shipped loose. V Field Installation Instruction Manual 12 • I. Basement Finish 1) Electrical: Electrical drops from each module including the load center are clustered on one wall of the basement. The field contractor is responsible for securely mounting the load center to a wall at the code-specified height, providing service connections, and tying the leads from all modules to the load center per the wiring diagram furnished by Customized Structures. All wires and load center breakers are coded to facilitate installation by a licensed electrician. Testing of the entire system upon completion is the dealers responsibility. (See Addendum XIV) A three-wire circuit, box, and switch is furnished for installation in the basement (normally at the foot of the stair) to provide for a basement lighting circuit. Installation of this circuit, ceiling light fixtures (up to 4 is permissable on this circuit) and wiring is the dealers responsibility. Additional wiring in the basement may include wiring for the following appliances furnished by the dealer or homeowner. a) Water Heater: per manufacturers installation instructions b) Dryer: c) Washer: d) Hot Water Heat Boiler: e) Service Receptacles. (homeowner request) by dealer • f) Smoke Detector (furnished with package for field installation) consult building official for location 2) Plumbing: Customized Structures provides plumbing drops in the module floor system for all plumbed appliances in the module. A plumbing diagram is furnished to guide field connection. All tie in materials, labor, testing, and code compliance are the respnsibility of the dealer including appliances to be located in the basement. A two-inch vent stack drop is provided in the module for a washer, i.e., in to the main vent stack. For installation convenience, economy, and best system performance the laundry area and hot water heater should be located directly below the module bath. A 2 x 6 plumbing partition should be fabricated by the dealer to mount plumbing and electrical lines to appliances. 3) Floor Insulation: Furnish and install a Kraft-faced fiberglass insulation batt R19 (greater if necessary to comply with local energy codes) between floor joists and beneath split foyer landings with the moisture barrier -facing the underside of the floor deck. 4) Basement Stair Handrail Installation: 2 x 3 handrail material is furnished with Customized Structures package (shipped loose) for field installation. The railing may be attached to side wall partitions furnished by the dealer or to posts fastened to each side of the stair stringer. NOTE: The Builder is required to make a visual inspection of all Ship Loose Material upon delivery of the home and must report any damages, defects or shortages within 10 working days of delivery. Notification after this • time period may result in billing for parts or a denial of the missing material claims. (See Addendum XV) Field Installation Instruction Manual 13 In the event that service or repair work is required, the Builder shall P describe the full nature of the defect and the work involved to effect the repair in writing to Customized structures Inc. on the service Request Form provided in the delivery pouch. Customized structures service Manager will acknowledge each request with instructions to the Builder as to how the repair work is to be handled. If the Builder chooses to effect repairs to the home on his own, only bills authorized by Customized structures Inc. prior to the repair or adjustment will be paid. Authorized requests for reimbursement must be submitted to the factory within 30 days of the completed repair. (see Addendum XVI) • • Field Installation Instruction Manual 14 SHIP LOOSE MATERIALS Material Purpose Gable End Stud 2 x 6 Backing for Gable Sail; T & I installation Gable Sails 1/2" CDX precut or Hinge section finish; T & I installation 7/16" OSB 6" Gasket Insulation (R7) Up marriage wall seam only 4 x 4 x 10 Jackposts Temporary marriage beam supports; T & I installation siding Bottom course, between stories, shed dormer, S/L kneewall and end wall application. By field contractor. Optional Split Entry Front For field framed kneewall by field contractor Elevation siding, Windows and shutters single Work Box, 3-way Switch, For basement lighting; 3-wire circuit is switch Plate coiled and capped in module stairwell; • installation by field contractor. copper & PVC Pipe and Fittings For vent extensions and between story plumbing connections; by field contractor. R19 Insulation: Faced Batts A 31 surround at exterior walls between stories. Installed in upper level floors by T & I. Bundle Cedar shims shims for marriage wall doors and cased openings by field contractor. 8" Bolts with Nuts & washers Tie lower level floor system together at marriage perimeter beams by T & I. Paint: Interior Antique White Finish of ship loose field-applied material Interior semigloss and touch-up; by field contractor. Exterior Wood Primer Weather Perfect Exterior Trim Field Fasteners For unit set and installation of ship loose materials; used both by T & I and field contractor. • ADDE NDUM I MODULAR HOME FASTENED TO FOUNDATION TOE NAIL Pfl?IUM R U JOIST TO THE SILL PLATE W/16d NA1LS,IrO.C.OR i BOX°A"1ST.FL (BELOW) A NAIL THE FOUNDATION ANCHOR STRAPS(IF USED)TO THE RW JOIST. MARRIAGE WALL ISTYL 314"DECK PERWETER BOX"B" 1SLFL (BELOW) RW JOIST A ] 2" BOLTS INC. 2 WASHERS do NUT INSTALLED 27 FROM EACH END AND A MAX. 4'0"O.C. NOTE.F MATING WALL RW JOISTS ARE NOT TIGHT, SHW AT BOLT LOCATION BEFORE TIGHTING. SECTION . . ..TS MODULAR HOME- FASTENING 2ND. FL. TO .:1 S T.FL. MARR (AG.E WALL STP ONE—A 1ST. FL BOXES ARE SEUEFORE.SETTING FTER -- — 2ND.FLBOXES INSTALL 112"q BOLTS(INC.2 WASHERS&NUT) HOLD 8 A C K 2V'FROM EACH END AND A MAX. 0"D.C. @ 13 O L T LOCATIONS NOTE:ff MATING WALL RIM JOISTS ARE NOT T1GHT,SHW AT BOLT LOCATION BEFORE TIGHTING. 1 ST. FLOOR 'I CEILING STEP TWO—TOE NAIL DECK PERIMETER RIM BOX"C' 1ST.FL (ABOVE) JOIST OF BOX"C"TO CEILING PERIMETER BOX"LY' 1ST.FL (ABOVE) BOX" 2ND.FL(ABOVE) RW JOIST OF BOX"A"ON FOUR SIDES. C' USE 16d NAILS 16"O.C. STEP THREE AFTER SETTING BOX"C"AND ATTACHED BOX-g' 1ST-FL (BELOW) BOX"A" 1ST.FL (BELOW) TO BOX"A°,SET BOX°D"AND TOE NAIL DECK BOX"B" 1ST.FL (BELOW) BOX"A" 1ST.FL (BELOW) PERIMETER RIM JOIST OF BOX"D"TO CEILING PERWETER RW JOIST OF BOX°fY'ON THE THREE EXPOSED SIDES.USE 16d NAILS 16"O.C. I (ADDENDUM II lo t N � SITE PLaN I I I I I I ' Operational radius of crane I (45' approx.) _ I _ -• i r I .---- __----------------- - FOUNDATION , I---____ "�-- I I � � I i I ; 30'x 50' AREA FOR CRANE 14 ----------------------- I �� / •___«••• . � I STREET / 1 04 I / '---- ------� '00 i I �� Clear area required to manuver module on site (graded gravel,no trees,shrubs,utility poles,etc.) Manuvering area is defined in terms of outer turning radius I and width. The minimum possible outer radius is 45'. I • For radius greater than 74' the width of area required is M+14 where M-(8R-((8R)t2-16Cf2)t2)/8, C-70,R•Radius in FT For radius 45<R<74 ,width of area required is M+10 where Ma(BR-((OR)t2-16Ct2)t2)/B. C-83,R-Radius in FT Site must provide space for crane where the foundation and 1 the module manuvering are within the cranes operational radius. 1 1 y ADDENDUM III • , , , , , , 2'x5' TECO • i TRUSS PLATES , , , , , t , , , , , , 5'x3/4' PLYWOOD STRIP • ADDENDUM IV THESE TWO TREADS AND RISERS ALONG WITH THE TREAD BLOCKS ARE SHIPPED LOOSE AND INSTALLED ON SITE 3'-7" wz. ono QNWM ADD A2-X60 CEILING PERIM, m FLOOR DECK 1ST FLOOR CEMQG W OW SEAL '-9 7/8" ►� SLOPED WALL r . I I 3-0 5/8" -� 4'0 1 2" 2 X 10 JOISTS 1 2 X 4 4'61/2 1 2 X 6 1 2 X 8 13'0 ADDENDUM V ROOF—CEIL4NG SYSTEM 2351 FIBERGLASS SHINGLES 15# FELT PAPER RIDGE VENT SYSTEIJ 5/8" PLYWOOD SHEATHING ENGINEERED TRUSSES 0 24"O.C. (40p3f LL) 1/2" DRYWALL INTERIOR FINISH R38 (12' ) FIBERGLASS INSULATION Wi VAFo¢ BAR. pETAIL C DETAIL D z 0 w J 0 U � 0 2X6 EXTERIOR WALLS La 16"O.C. WALL SYSTEM- 0 (spf .#2 or greater) 2x4 INT WALL 1/2" CDX PLYWOOD SHEATHING 2x3 MAR IGE w R19 (6".)...F.IBERGLASS INSULATION W1VAPOV-50 (spf .#2 or c 0 1/2" DRYWALL INTERIOR FINISH 1 2" DRYWALL J 3/4: T&G PLYWOOD DETAIL E 2X10. FLOOR JOISTS 1.6"0.C. (261&28' ) 2x8 FLOOR JOISTS(24') DETAIL B (spf .#2 or greater) SOLID BRIDGING MIDSPAN f R19 INSULATION BY BUILDER.DEALEF,,`G. i I � SPLIT ENTRY STAIRS MIN TREAD 9"(NOSE TO NOSE) MAX. RISER 8 1/4" 3-2x12 STRINGERS 6'8" MIN. HEADROOM HANDRAIL 0 34" ABOVE TREAD OPEN STAIRS REQUIRE BALLISTER 9"O.C. LLTYP SP I T ENTRY SCALE: 3/8"=1 '0" VINYL SIDING W/ 4" CORNER POSTS • 4X4 VINYL 7/16" OSB CORNER POST OR 1/2" PLYWOOD SHEATHING P\� DO ND� N v1N,�� S�D�NG 0 of? 2k1-2 S/Lt P CgTE a OR o � X 6 p�NE SK1R� o pR1ME 1?0A z 0 3 �CPR�ER S�RIPSN,NG NCR 0 • • VINYL SIDING NOTES: 1 . J-CHANNEL (A) WILL BE FACTORY INSTALLED W/ 6" CORNER POSTS ON THE LONG SIDE OF THE MODULE. 2. J-CHANNEL (B) MUST BE INSTALLED TO THE GABLE END OF THE MODULE ON SITE AFTER THE CORNER POST HAS BEEN 7/16" OSB SNAPPED ONTO THE (A) J-CHANNEL OR 3. DO NOT INSTALL THE SECOND J-CHANNEL 1/2" PLYWOOD AND THEN ATTEMPT TO SNAP THE CORNER SHEATHING ON OVER THE TWO J-CHANNELS 6X6 VINYL 'Do ND, NPW� CORNER POST 2'k'lo OR 2)(l 2 n S/4 P/ A 0 X6p1NEDR.� 3 RIME �R�M SK1 < S�P��ER S�R�pSN1NG DER i i i i WINDOW TRIM VINYL SIDING NOTES 0 1 . INSTALL J-CHANNEL AROUND PERIMETER OF WINDOW 2. J-CHANNEL AND UNDERSILL UNDER WINDOW 3. IF WOOD WINDOW, INSTALL ALUM. DRIP CAP OVER WINDOW \GNl 1ND�W c D� N� 0 0 c m z 0 c 3 s\DNG 4� CEDAR CLAPBOARDS j If I I 7/16" OSB , OR 1/2" PLYWOOD SHEATHING AND ENE WF��NV, TYVEK 4 �2" 10 t I I I - I I I I 2k10 OR 2 a X12 o I o z S/4 p�4TE 3 UB�E COURSE _ 'XS/*p SrGCK al F1RS� STRAPPING ` > 1 X4 CORNER POST „ I t I WOOD' D SHINGLES ► ► ER S�,MS S,AGG I I 7/16" OSB OR 1/2" PLYWOOD SHEATHING AND TYVEK 2X 10 OR 2 'r 12 n - o s/4 P, rE z 0 C ARSE 3 SIMI Oo�S�E CROW x Q3 SrRAP Ck F1RST 1X4 CORNER POST y T1 -- 11 SIDING T1 -11 7/16" OSB OR 1/2" PLYWOOD SHEATHING AND TYVEK SE v�R.�1CP� NG - 2x 1 p 0R 2,02� II n 0 �� 0 m 0 Sk� E OR x 1 X 6 p1N S�1R-� P _ APPLY CORNER POST OVER SIDING AND SKIRT 1 X4 CORNER POST TRIMMING SHOWN WITH VINYL SIDING PINE AND NO GABLE END OVERHANG RETURN 1 X 3 STRAPPING UNDER THE 1 X 6 FASCIA TOP EDGE. SHIM TO CLEAR SIDING IF NECESSARY - J-CHANNEL AND UNDERSILL TRIM, METAL DRIP EDGE /UP TO SOFFIT 1 X 3 SHADOW • ' 1 X 6 FASCIA � PINE, OR PRIME TRIM - VINYL CORNER POST n 0 3 w TRIMMING PINE SOFFIT UNDER O.H. IS SHOWN WITH VINYL SIDING RETURN 3/8" AC PLYWOOD AND 8' ' GABLE END OVERHANG X 3 � X 6 pODOED MIC vo J � ; J-CHANNEL UP TO -CHANNEL AND OVERHANG UNDERSILL TRIM 0 . METAL DRIP EDGE UP TO SOFFIT 1 X 3 SHADOW 0 1 X 6 FASCIA PINE OR PRIME TRIM � n 0 VINYL CORNER POST o Z 0 3 0 U 8 p 0 p ADDENDUM XIV 3C 8TOMIZED. _ A CTURE8 C. -. ELECTRS C2 ANS NOT2 CE 2 N SOME 2 NSTANCES E NTERCONNECTS ON OF C 2 RCU2 TS E S REQUS RED 2 N THE FS ELD . ' OUR ELECTRS CAL PRE NTS ARE CODED BY C 2 RCU2 T _ CODS NG 2 S AS FOLLOWS A BR3 A 2 TO A BR3 B 2 BR3 2 NDS CATES THE ROOM OR AREA SERVE CED BY THE CS RCUS T = N THS S CASE BED ROOM 4#3 . A B FP,3 A 2 TO A BR3 B 2 THE A AND B AFTER THE ROOM DES = GNATS ON DT CATE TH.E _ START2 NG , AND ENDS NG POINT THE C =.RCU= T A BR3 A 2 TO A BR3 B 2 THE LAST NUMBER 2 ND= CATES THE S 2 Z`E WI RE USED 2 N THE C2 RCUS T AS FOLLOWS: 1 = 1 2 - 2 2 = 1 4 - 2 4 = 1 2 - 3 SN THE ABOVE EXAMPLE 14 - 2 SS USED . S T = S 2 MPORTANT THAT THE PANEL SCHEDULE BE FOLLOWED TO DETERM= NE WH2 CH WS RES ARE CONNECTED DS RECT. TO THE PANEL AND WH2 CH ARE TO BE .TUNCT2 ONED . i NOTE = THE GFR E N THE DOWNSTAS RS BATH -= S USED TO PROTECT THE OUTS 2 DE RECEPTACLE . 1 THE OUTS 2 DE RECEPTACLE E S ALSO SWE TCHED. NEXT _ TO THE REAR DOOR OR SLIDER . BEFORE HOOK2 NG UP WS R2 NG PLEASE TAKE A FEW MS NUTES AND REVS EW THE ELECTRS CAL PR2 NTS . �EiANKS FOR YOUR COOPERATE ON, �'%?"� %�� JSTOA�IE ZED STRUCTURES E NC . ,r � � ADDENDUM XV MATERIAL SHORTAGE REPORT ;USTOMIZED STRUCTURES INC. P.O.BOX 884•CLAFtEM10NT,NEW HAMPSHARE 03743 603-543-1 236 THIS FORM MUST BE RETURNED,COMPLETED,WITHIN 7 DAYS OF DELIVERY RETURN TOP(2)COPIES. Baler Name Address Phone urnkey Name House Location Phone lodel Contract No. House No. Date Shipped Date Set COMPLETE DESCRIPTION OF MISSING MATERIALS Item Quantity Office Use Only 8/0 Shipped Auth/Pur Date :ALER SIGNATURE DATE FOR OFFICE USE ONLY BELOW-THIS LINE Shortages that do not show on shipping list Credit Authorized $ Amt. Dealer to be billed. Follow-up by office A regular. meeting of the Barnstable Planning Board was held in :the TownOffice Building, Main Street, Hyannis, Mass. on Monday October 4. 1976 at 7:30 P.M. Members in attendance: William G. Howes, III, Chairman John J. Rosario, Vice-chairman Joseph J.. Reardon, Hugh C. Findlay, William P. Knowlton.& James R. Wilson Frank Lambert Bernice-Latham Mr. Peter Sheaffer--Mr. Bill Nye Preliminary Plan of Land on Skunknet Road--Oak Street abutting Stanley's Crosby Hill East in Centerville---Town easement shown on the plan is a .buried pipe--the pond shown is now merely a mud hole--pipe has never had any water thru it to date. Mr. Wilson interested in protecting the flushing system for Wequaquet Lake. Mr. Sheaffer will have to go thru the Conservation Commission in regard to wetlands and drainage and septic. systems. Board voted to .accept this plan as a preliminary. Bill Ny a Mr. Walters --Miss Jannet(?) sketch plans of proposed subdivision off Lumbert Mill Road-- 1 plan showing 35 lots on 15 acres. . 2nd plan showing 29 lots with less road--this plan shows lots with pan-handles--Board suggested that the plan be brought back with a "T" and 20' frontage on Lumbert Mill Road for lot. 15. Subdivision of property in Osterville known as "The Roost" --proposal to divide into lots--one to contain the present restaurant--one to contain the existing rental units-the other. a lot which meets zoning and would be buildable. Board felt that this should not be approved as an ANR by the Board and particularly not under 81L as this is an existing non-conforming use the Board of Appeals having given special permits and variances over the years on the entire parcel as a whole. Board felt that this proposal should go before the Board of Appeals and that the petitioner's attorney should go over the decisions of the Board of appeals to determine if their decisions were based on these parcels being all in contiguous ownership and the entire acreage being. essential to completeness. Plan was withdrawn. Approval Not Required plans: Ruth W. Ackerman Cotui,t Baxter & Nye Approved Alice E. Mullen M. Mills Bearse & Law Howard-F. C Cotuit Taylor To have locus put on p an. Notation that lots on plan showing frontage on "paper streets'' shall not bebuilt upon until they are brought to grade. The Plains Road--West Barnstable--Board would require that this Ancient Way. would have to be made adequate in the opinion of the Town Engineer for safety etc. - y, Mr. Lambert Request by Donald & Elizabeth Carr to combine. lots 19 & 20 "Tall Pines" Marstons Mills and not to continue "Timber Lane" thru to it's intersection with Old Falmouth Road. Mr. Lambert has been out and looked at this street it is his opinion that "Timber Lane" is too long and that this should not be allowed. It would not provide adequate access for fire and police protection.- Timber Lane is approximately 2,000 feet long--the sub- division rules now calling for 500' maximum for dead end streets. . j , 8 a 8 #'44 A '\ MAP 9<' `y. `Y J f P 19 S 9 'j # W-A DE 21 MAP 179 \ k; 38.8 120 rr. 42 P a i 1 \/4 S i\ P18 38.6 - 124 #252 AN 39.3 g:\basemaps\base019.dgn Jan. 22, 2002 09:13:20 01/17/02 12:59 FAX [aO1 �•+� Q Town of Barnstable s Engineering Department 367 Main Street, Hyannis, 02601 YAX Date: Number of pages including cover sheet: 3 To: .�Q,f / �/� ✓�'tG3 From: Stephen Seymour Engineering Department Phone: Phone: 509-862-4096 Fax phone: J-ecf Fax phone: 508-862-4711 CC: REMARKS: 7'` ���N C6 �t AG�Q �o r . ; -. ��p� plc •'••�r-od E�ti•.r-��✓' �a r9i�'GLv . pw s r g., dr C. w GTi i`Ccr-� �p1NE Town of Barnstable ,,, ,STABLE, : Department of Public Works v Mass. 0� Engineering Division 039. Argo 3�A 367 Main Street,Hyannis MA 02601. Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A.Burgman . Town Engineer DATE: January 16, 2002 TO: Peter DiMatteo, Building Commissioner FROM: Robert A. Burgmann, PE, Town Engineer SUBJECT: Waquoit Road, Road Improvements to lot Map 19 Parcel 179 1 have reviewed the paper road for suitability for access to construct a house on the subject lot and have the following comments and make the following recommendations: 1. The lot only has frontage on a paper road. First it is recommended that the applicant provide verification.that they have rights to construct a road and use the paper road as access to this lot. Secondly the paper road needs to be constructed to provide adequate physical access to the property. 2. In order to provide adequate access I recommend that Waquoit Road between Pine Ridge Road and Poponessett Road be paved and otherwise properly constructed to the standards contained in the Planning Board'Rules and Regulations. Due to the steep grade (greater than 5%) of the existing topography the road will need to be paved in order to prevent erosion of the road. 3. The road construction needs to be properly designed by the developers engineer to include adequate drainage to handle runoff from a 10 year frequency storm, a sound road base consisting of 12 inches of gravel meeting Town Specifications placed and compacted on top of compacted non frost susceptible material that has also been compacted, and a three inch thick, 18 foot wide bituminous concrete pavement mat placed in two courses. The binder course needs to be placed 18 feet wide and the top course placed with a 16 foot wide traveled way with 1 foot wide "Cape Cod" style berms on each side of the traveled way. Pavement courses shall consist of a 2" thick binder course and a 1" thick top course. Gravel and sub grade shall be compacted to at least 95% of standard procter density. Road shoulders shall be graded, loamed seeded and maintained until an acceptable stand of grass is established. 4. Utilities including water, electric, telephone, and cable need to be designed and installed in accordance with utility company requirements. 5. The developer's engineer needs to submit a plan of the proposed road improvements for acceptance by the Town. t. 6. Once the plans are approved, the Town's Engineering office needs to be contacted at least 48 hours before beginning work on the road to allow time for the Town to schedule inspections of the work within the road layout. n Copy to: Stephen Seymour, Project Engineer Frank Schlegel,Records Manager SGS: File:J;bldg_rds/waquoit/bldg_1 FINAL DRAFT FOR APPROVAL BY FIRE DEPARTMENTS Recommended Guidelines: Road Access Standards Submitted By: Fire Departments In.The Town of Barnstable �Cv� In order to facilitate adequate public safety access to properties in all weather conditions, the following guidelines have been agreed upon: 1. Subdivision or application to build in a previously approved subdivision for access to a single property/dwelling: , Road/Driveway Width: ]Aft. Overhead Clearance: 15 ft. across the width of the road/driveway. Surface Type: Town of Barnstable engineering standard for unpaved roads. 2. Subdivision or application to build creating two properties/dwellings on an undeveloped road or adding a dwelling to an existing "driveway" type access road: Road Width: 18 ft. Overhead Clearance: 15 ft. across the width of the road. Surface Type: Town of Barnstable engineering standard for unpaved roads. 3. A subdivision or application to build that creates three or more properties/dwellings using the same access road: Road Width: Town of Barnstable engineering standard for paved roads. Overhead Clearance: 15 ft. across the width.-of the road. Surface Type: Town of Barnstable engineering standard for paved roads. 4. Driveways/roads and overhead clearances shall be maintained by the owner(s) to initial requirements at their cost as a condition of approval for the subdivision or building permit. 5. Where a "dead end street" must be created for one or two properties, it shall hall have a "T" formation at the end where the length of the roadway exceeds 200 ft. Dead end streets servicing more than two properties shall have a cul-de-sac built in accordance with the Town of Barnstable standards for cul-de-sacs or a shall have a second means of access. Through streets shall be constructed in all possible cases to allow for alternative access. 6. When necessary, "emergency roads" may be allowed with Fire Department approval. Emergency roads shall be maintained at the developers or homeowner's association's expense. Access shall be made available to.the-firedepartment by use of a chain or gate between two permanent posts. A lock box shall be installed at the owner's expense if the access is to be locked. a 7. The Town of Barnstable house number bylaw shall be strictly adhered to and enforced on all properties, created by subdivision or not. FINAL DRAFT FOR APPROVAL BY FIRE DEPARTMENTS Considerations for engineering standards: I. Roads (paved, unpaved) must be capable of supporting vehicles weighing 75,000 tbs. 2. "T" formations used on dead end streets must be 75 ft. in length by 25 ft. in width with radius curves where the road enters the "T". (see below) 75 ft. 25 ft. 3. Overhead clearance must be across the entire length of the roadway. (see below) Road Width 15 ft. �-- Overhead --► Clearance Road Width A regular meeting of the Barnstable Planning Board was held in the TownOffice Building, Main Street, Hyannis, Mass. on Monday October 4. 1976 at 7:30 P.M. Members in attendance: William G. Howes, III , Chairman John J. Rosario, Vice-chairman Joseph J.. Reardon, Hugh C. Findlay, William P. Knowlton & James R. Wilson Frank Lambert Bernice-Latham Mr. Peter Sheaffer--Mr. Bill Nye Preliminary Plan of Land on Skunknet Road--Oak Street abutting Stanley's Crosby Hill East in Centerville---Town easement shown on the plan is a .buried pipe--the pond shown is now merely a mud hole--pipe has never had any water thru it to date. Mr. Wilson interested in protecting the flushing system for Wequaquet Lake. Mr. Sheaffer will have to go thru the Conservation Commission in regard to wetlands and drainage and septic systems. Board voted to .accept this plan as a preliminary. Bill Ny a Mr. Walters --Miss Jannet(?) sketch plans of proposed subdivision off Lumbert Mill Road-- 1 plan showing 35 lots on 15 acres. 2nd plan showing 29 lots with. less road--this plan shows lots with pan-handles--Board suggested that the plan be brought back with a "T" and 20' frontage on Lumbert Mill Road for lot. 15. Subdivision of property in Osterville known as "The Roost" --proposal to divide into 3 lots--one to contain the .present restaurant--one to contain the existing rental units-the other a lot which meets zoning and would be buildable. Board felt that this should not be approved as an ANR by the Board and particularly not under 81L as this is an existing non-conforming use the Board of Appeals having given special permits and variances over the years on the entire parcel as a whole. Board felt that this proposal should go before the Board of Appeals and that the petitioner's attorney should go over the decisions of the Board of appeals to determine if their decisions were based on these parcels being all in contiguous ownership and the entire acreage being essential to completeness. Plan was withdrawn. Approval Not Required plans: Ruth W. Ackerman Cotuit Baxter & Nye Approved Alice E. Mullen M. Mills Bearse & Law " Howard F. Connors Cotuit Taylor To have locus put on plan. Notation that lots on plan showing frontage on "paper streets'' shall not bebuilt upon until they are brought to grade. The Plains Road--West Barnstable--Board would require that this Ancient Way would have to be made adequate in the opinion of the Town Engineer for safety etc. y. Mr. Lambert Request by Donald & Elizabeth Carr to combine lots 19 & 20 "Tall Pines" Marstons Mills and not to continue "Timber Lane" thru to it's intersection with Old Falmouth Road. Mr. Lambert has been out and looked at this street it is his opinion that "Timber Lane" is too long and that this should not be allowed. It would not provide adequate access for fire and police protection. Timber Lane is approximately 2,000 feet long--the sub- division rules now calling for 500' maximum for dead end streets. U►'��� • §17.17 MASSACHUSETTS ZONING MANUAL § 17.17 Frontage on a Preexisting Way Finally,there is.no"subdivision"where every lot within the tract so divided has frontage on a way in existence on the effective date of the subdivision control law.The"frontage'requirement is, as described above, satisfied if each lot has at least that required by the local zoning ordinance or,if not so required,twenty C& feet. The planning board must express its"opinion" on whether the way meets the traffic needs and provides for layout of municipal utilities for land abutting. the way(GI.c.41, § 81L; see Rettig v Planning Board of Rowley, 332 Mass. 476, 126 N.E.2d 104(1955)),but may not reject the requested 81P endorsement because of increased traffic on a street that is not a part of the subdivision. McCarthy v Planning Board of Edgartown,381 Mass.86,407 N.E.2d 348(1980). ! See Nasca v Board of.Appeals of Medway, 27 Mass.App.Ct. 47, 49-53, 534 N.E.2d 792,794-96(1989)(court struggled with a definition of"street"in local bylaw that did not track the statutory definition).. § 17.18 "Adequate"Frontage Although Section 81L provides that lots in a tract qualify for exemption from subdivision control.if they merely have"frontage"on certain types of ways,the Supreme Judicial Court has interpreted"frontage"in light of the law's general statement of purpose and ruled that a planning board must.act with"due regard for the provision of adequate access to all of the lots in a subdivision by ways that will be safe and convenient for travel."Gifford v. Planning Board of Nantucket, 376 Mass.801,807,383 N.E.2d 1123,1126(1978).In Gifford,the Court imposed the requirement that access be "adequate" in circumstances.that the Court described as"quite exceptional."The plan submitted showed extreme"rat tail" or"pork chop" lots(as shown on the sketch attached as Exhibit Q.The lots in Gifford were joined to otherwise adequate frontage on a public way by strips as long as 1,000 feet,narrowing in places to as little as seven feet and requiring as many as seven changes of direction to reach the buildable portions.Concluding that a principal purpose of the law is"to ensure efficient vehicular access to each lot in a subdivision, for safety, convenience, and welfare," the Court ruled the plan showing the lots did not qualify for approval not required because"some of the lots [are]practically inaccessible from their respective borders on a public way."1d. at 807-09.Only where"vital access is reasonably guaranteed"without the installation of a subdivision road, the Court concluded, was an applicant entitled to the endorsement. Unfortunately, neither Gifford nor the subdivision control law provides any detailed guidance as to what constitutes adequate frontage. The Appeals Court has subsequently ruled in Hrenchuch v. Planning Board of Walpole, 8 Mass.App.Ct.949, 397 N.E.2d 1292(1979),that to qualify for an 81P.endorse- ment there"must"be 17-12 Supp. 1995 SUBDIVISION CONTROL LAW §17.18 • frontage on a way and • "a planning board's determination under§81P that adequate access,as contemplated by 81M [the general statement of purpose],otherwise exists." The court ruled that access was not adequate because vehicles could not reach the limited access highway, Interstate Highway 95, on which the lots fronted. Id. Then,in Gallitano v Board of Survey and Planning of Waltham, l0 Mass.App.Ct. 269, 271,407 N.E.2d 359,362(1980),the Appeals Court held that Gifford did not, in fact,provide grounds for refusal of plan endorsement where"municipal officials are of the opinion that vehicular access could be better provided for[sic]." The Appeals Court in Gallitano retrenched,proposing a new'.'rule of thumb": an 81 endorsement iMa—vnot he wiffiEeld where the access strip connec g e buildabTemart of the lot to an acceptable way is"not narrower than the required- [twenty ootfrontage at any point. .a evi Wing the Gifford case and its progeny,Me pp s su sequen y concluded in Perry u Planning Board of Nantucket, 15 Mass.App.Ct. 1 44, 153, 444 N.E.2d 389, 394(1983),that a planning board may properly deny an 81P endorsement where "access is nonexistent for the purposes set out in §81M."(Emphasis added:)In addition, the Supreme Judicial Court has ruled that the threshold.test for an 81 P plan is whether"adequate access"exists and that the phrase is"not so rubbery or indefinite a term as to elude common understanding"North Landers Corp. u Planning Board of Falmouth, 382 Mass. 432, 441-42, 416 N.E.2d 934, 941 (1981). Based on these cases,many practitioners take the position that a plan would qualify for endorsement if the access portion of the lot,including all turns, would be wide enough to permit fire equipment vehicles to reach the buildable portion of the lot,whether or not such access is actually available on the ground. The Appeals Court then stated the operative Gifford rule differently,holding that an applicant is entitled to an 81P endorsement if • the lots have the requisite frontage on a public way and • "the availability of access implied by that frontage is not shown to be illusory in fact.. . :' Fox v Planning Board of Milton,24 Mass.App.Ct.572,.574,511 N.E.2d 30,32 0987).In Fox, the court ruled that the planning board was not entitled to refuse endorsement where the developer proposed a common driveway access plan rather than individual driveways to the various lots,in that the subdivision control law does not prevent owners from erecting buildings far from the road"with no provision for vehicular access,so long as their lots have the frontage that makes such access possible." Id. at 575, 511 N.E.2d at 33. The Fox decision also established that lots have frontage on a public way (in this case, the Neponset Valley Parkway)even though separated from the paved portion by a broad green . Supp. 1995 17-13 1 §17.18 MASSACHUSETTS ZONING MANUAL belt(here, 175 feet), where abutting owners have either a common law right of access,id. at 572-73,511 N.E.2d at 31-32,or a right by deed.Id. at 574 n.3,511 N.E.2d at 32 0. On December 13, 1989,the Supreme Judicial Court decided a pair of cases that clarify the seemingly confused state of the Gifford progeny by adopting the rule outlined in Fox.Noting that its prior ruling was not intended to broaden signifi- cantly thepowers of planning boards,the Court stated that"[t]he guiding principle of Gifford and its progeny is that planning boards are authorized to withhold `ANR' endorsements in those unusual situations where the `access implied by [the] frontage is . . .illusory in fact."' Corcoran v Planning Board of Sudbury, 406 Mass.248,251,547 N.E.2d 911,914(1989)(citing Fox a Planning Board of Milton, 24 Mass.App.Ct. 572, 574, 511 N.E.2d 30, 32 (1987) (reversing Corcoran a Planning Board of Sudbury,26 Mass.App.Ct. 1000,530 N.E.2d 357 (1988)). In Corcoran, the planning board had refused to endorse a plan because a wetlands area precluded direct access between the public way and the buildable portion of three of the six lots—even though each of the lots had the requisite frontage on a public way,there were no physical impediments to the access and the developer proposed a common driveway plan.Id at 249,547 N.E.2d at 912. The Court ruled that the presence of wetlands does not raise an issue of access— but rather the extent to which the interior wetlands might be used in connection with structures on the lots—and that wetlands use is subject to regulation by other local and state authorities.Id.at 25.1,547 N.E.2d at913.Similarly,in Long Pond Estates, Ltd. v. Planning Board of Sturbridge, 406 Mass. 253, 547 N.E.2d 914 (1989), the Court determined that access was not "illusory in fact" where the public way itself was subject to periodic flooding under a flood easement between the land and the village center. The Court ruled that the adequate access was provided, in part, by public ways in a neighboring town during periods that flooding took place. Id at 255, 547 N.E.2d at 915. Accordingly, the Supreme Judicial Court has determined that the planning board's authority to withhold the ANR endorsement under the Gifford rule is not broad and,generally,may not be exercised unless there are"distinct physical impediments to threshold access or extreme lot configurations"Corcoran a Planning Board of Sudbury,406 Mass. at 251, 547�N.E.2d at 914. See generally.Bobrowski,Recent Developments in Community Growth Control:Site Plan ReviewandAccessAdequacyRegulations, 73 Mass.L.Rev.36,44-48(1988);Selected Developments in Massachusetts Law, Interpretations ofthe Subdivision Control Law,30 B.C.Law Rev.772-82(1989); see also Shea a Board of Appeals of Lexington, 35 Mass.App.Ct. 519, 522 23, 622 N.E.2d 1382, 1384-85(1993). In Poulos v. Planning Board of Braintree, 413 Mass. 359, 362,597 N.E.2d 417, 419(1992),the Court held that the existence of a guardrail and a steep slope falling away from the public way meant,under the"illusory in fact" test, that the lots lacked "present adequate access" and no 81P endorsement was required. The 17-14 Supp. 1995 SUBDIVISION CONTROL LAW §17.19 Court suggested that the regrading of the land and the removal of the guardrail would,however,satisfy the access requirement.Id at 361-62,597 N.E.2d at 419. § 17.19 Division of Mract with Existing Buildings The division of a tract of land on which two or more"buildings"were"standing" (on.the effective date of the subdivision control law)into separate lots on each of which one of such buildings remains is not a "subdivision," and an applicant submitting a plan showing such a division is entitled to an 81P endorsement as a matter of law. G.L. c. 41, § 81L, 1 12 (definition of "subdivision"). Citgo Petroleum Corp.v Planning Board ofBraintree,24 Mass.App.Ct.425,426,509 N.E.2d 284, 285 (1987).The applicant deserves an 81 P endorsement under this exemption even if one of the lots created by the submitted plan violates provisions of.applicable zoning regulations. Smalley v Planning Board of Harwich, 10 Mass.App.Ct. 599, 602-04, 410 N.E.2d 1219 (1980). The Appeals Court has suggested,however, that although this exemption clearly applies when the lots are.used for distinct, independent business operations and the buildings relied upon are substantial buildings,it may.not be available if one of the buildings is primarily an accessory use in an unsubstantial building,such as a garage,chicken house or woodshed. Citgo Petroleum Corp. v Planning Board of Braintree, 24 Mass.App.Ct.425,427,509 N.E.2d 284,285(1987).Nevertheless,this provision would clearly apply to the not uncommon situation where a house was built in the back yard of another house,with no street frontage.Id.at 427 n.3,509 N.E.2d at 285 n.3. § 17.20 "Lots"Without Frontage Section 81L,paragraph three,defines a"lot"as"an area of land in one ownership, with definite boundaries, used, or available for use, as the site of one or more buildings."In Bloom v Planning Board ofBrookline,346 Mass.278, 191 N.E.2d 684(1963),the Supreme Judicial Court ruled that a plan showing the division of a tract into two lots,one of which lacked requisite frontage,qualified for an 81 P endorsement.The Court reasoned that,because the smaller lot could not be used for building under the zoning bylaw,the plan did not create a division of the tract into two "lots"and, a fortiori, did not create a subdivision. Id. at 283-84, 191 N.E.2d at 688;see Perry v Planning Board of Nantucket, 15 Mass.App.Ct. 144, 156,444 N.E.2d 389(1983).The Appeals Court later limited the scope of Bloom, concluding that the public infers from an 81P endorsement"the fact of adequate. frontage of the newly created lots."Perry v Planning Board of Nantucket„ 15 Mass.App.Ct.at 156,444 N.E.2d at 389(1983)(quoting Lee v Board ofAppeals ofHarwick 11 Mass.App.Ct. 148, 152,414 N.E.2d 619,621 (1981)).The Court held that to qualify for an 81 P endorsement,the Bloom noncompliance may only be shown on an 81Pplan by depicting the inadequate frontage on the plan itself Supp. 1995 17-15 7 ' 2-3.2 Waivers from construction standards to maintain rural character. In order to maintain the rural character of an area, the Board may grant waivers for a residential subdivision plan which is designed in keeping with the rural character of the surrounding area, based on the following findings by the Board: 1. That the plan is well designed, and in keeping with the general design principles set forth in Section 4 of these regulations. 2. That there is adequate access to the lots for the uses intended thereon. 3.That the plan is in keeping with the character of the surrounding area. In order to apply for waivers under this section, the applicant shall submit a preliminary subdivision plan to the Board. 2-3.3 Waiver Requests Applicants seeking waivers from the requirements of the.Subdivision Control Rules and Regulations of the Law shall submit at the time of filing of an application for approval of a Preliminary or Definitive Subdivision plan, a separate written request for waivers. The written request shall specify by section and paragraph the requirement(s)of the Subdivision Rules and Regulations from which waivers are requested. .A waiver request shall provide a concise statement of the. and extent of the waivers) requested and the reason(s)for the request. .2-4. Inspection All work required by these Rules and Regulations shall be under the inspection of and with the approval of the respective Town Departments and utility companies involved hereunder. Also see Section 6-4 of these Rules and Regulations regarding inspections by the applicant's engineer. 2-5. Responsibility 2-5.1. Applicant's Responsibility All work performed under these rules and regulations shall be the responsibility of the owner and/or applicant. 2-5.2. Inspection by Town The purpose of inspection by the Town is to assure that good practices are followed in constructing the project in accordance with the designs and specifications, and not to establish these practices. 2-5.3. Quality Control The owner shall employ a quality control program through the services of a Professional Engineer. 2-6. Separability If any section, paragraph, sentence, clause or provision of these regulations shall be adjudged not valid, - the adjudication shall apply only to the material so adjudged and'the remainder of these regulations shall be deemed valid and effective. 2-7.- Amendments ' These regulations or any portion thereof may be amended, supplemented or repealed from time to time by. the Board after a public hearing on its own motion or by petition. i P I 3, #'44 MAP W pig 449 P 9 #1 0 8 5.1 1 93 4 DE 21 MAP 179 9 #20 38.8 20 P 9 6, MAP 8 7 42 P 4 'A'-/IV 0 • 6.2 P18 38.6 124 Zl1 #252 39.3 28. 0 3 > g:\basemaps\base019.dgn Jan. 22, 2002 09:13:24 Notes from meeting of Planning Board sub committee on storage trailers held Feb. 15,2002 at 1PM, 200 Main St. Hyannis. Present:Roy Fogelgren Chair,Barbara Hill,Doug Bill,Jackie Etsten Peter DeMateo,Ralph Jones Absent:Bob Stahley Permitted:Zoning Ordinance Section 2-5 Temporary Uses:Temporary occupancy of a trailer during construction; or General Ordinance Article XX Unregistered Motor Vehicle or Trailer Regulation:Limit of one unregistered un-garaged vehicle per lot. Discussion was held that said the temporary trailer that is permitted during construction is for office or living and it is limited to one trailer. Note that a trailer for living purposes by nonpaying guests shall not exceed 20 days.Practice shows that many times multiple trailers are on site from different trades to secure tool and material and therefore needs further review. Also there is no limit to the number of trailers allowed at a residence so long as they are registered or garaged.however if a business(Home Occupation)is run out of a residential area lot there is a limit of one trick and one trailer not to exceed 20 feet or 4 tires. In reviewing the violations there are many consideration to be given to the different types of trailers,such as horse,travel,slide on,utility,tent as well as mobile homes and RV's. Why are we considering an ordinance?There is a proliferation of storage trailers or maybe better to say"portable storage containers"with and with out wheels in the commercial areas of Barnstable. They are not a permitted use except during construction. By their very nature and by Ordinance,they are intended to be temporary.Many have been on site for a number of months with some being there for years.In most cases they are unattractive,unscreened and unregulated/un-enforced.There is a cost to the town to answer complaints from neighbors. The complaints are usually because of they interfere with the general enjoyment of the property; negatively affects private property values;creates safety hazards for the public;interferes with the comfort and well-being of the public;creates,extends or aggravates urban blight;or violates provisions of zoning(such as a reduction in parking and/or encroaching on set backs). The town receives no direct revenue: Some of these storage containers are unregistered trailers.As such one unregistered vehicle is currently permitted on a single lot where the premises is owned or controlled by the vehicle owner. Consideration should be given to change this in all areas of the town as requested by the Police Dept.(to eliminate the one unregistered car or trailer)or at least regulate it when the vehicle is used as a storage container. As discussed in the previous meeting,the sense was to allow storage containers only on a temporary basis and only in commercial zones.The exact period was not determined but the feeling was in the area of 30 to 60 days with one extension of 30 days.Under this plan the maximum time a trailer would be allowed would be 90 days.It was also felt that no storage containers be allowed in residential zones except during construction. Doug Bill presented us with regulations from other towns which were most helpful. With in the town (Industrial Park IND LTD and the S&D area in Cotuit)warehousing is a permitted use.There is space available to develop storage facilities and it was felt that this space should be used in preference to storage containers. It is interesting to note that in the regulations from Largo Fla.there is a statement as follows;"The use of containers when not seen from the public street right-of-way or adjacent residential areas are exempt from these regulations" It does not address how they are screened or if they can occupy parking spaces or set backs.An interesting alternative. In our opinion we should proceed with the development of an ordinance that permits the use in commercial zones for a period as suggested above and address the other issues such as permitting, fees,enforcement,one time use or the use permitted each 12 months,screening,restrictions on where located on lots,condition of storage containers,etc.Please note this is not an opinion shared by Jackie Etsten,who thinks we should do nothing. In the residential zones,the Police Department has requested we look at allowing no unregistered vehicles. We need to make sure there is a clear permitting process,enforcement code and penalty. It was thought there would be no grand fathering,other than a grace period to make arrangements other storage facilities.It was suggested we allow violators 6 months to present clear plans,including a time frame,for the removal of all unauthorized storage containers. Submitted by A.Roy Fogelgren i 1 ` Town of Barnstable Road Access Guidelines — Residential Properties February 15, 2002 Scope: These guidelines have been developed in order to provide adequate access to undeveloped properties in the Town of Barnstable. Priority consideration has been given to the needs of public safety and other agencies to access properties and provide necessary services. When possible, the desire to retain a rural character has also been considered. These guidelines are based on minimum requirements agreed upon by the Town's Fire Departments, current Planning Board rules and regulations and recommendations made by the Town's engineering department. Introduction & History: In accordance with the State Building Code, the Building Commissioner is charged with determining the adequacy of access. Increased development in areas with inadequate or no access have made clear the need for standardized guidelines. The Building Commissioner, with input from the Town's Fire Departments, and the Town's Engineering and Planning Board staff, developed these guidelines to better coordinate the requirements and needs of each and to improve consistency throughout the Town. This guideline utilizes standards and specifications provided by Engineering and Planning departments. It incorporates the minimum acceptable standards for public safety access as agreed upon by the Town's Fire Departments. A standard for unpaved roads has been developed for unique situations, but only when feasible and appropriate. While unpaved roads help to maintain"rural character";they must be constructed in a way that provides reliable access in all types of weather and for a foreseeable period of time. Guidelines: l. No part of this guideline is intended to circumvent, supercede or conflict with any existing law, regulation or standard. In the event of a conflict, the type, location and construction of access shall be determined by the Building Commissioner in a manner consistent with providing public safety access to the property(ies). Reference State, Building Code 780 CMR, Section(s) 903.1.1. 2. Sections of the Planning Board's"Requirements for the Submission and Approval of Plans"document, describe"Adequacy of Access"and shall be referenced with respect to standards for road/access construction as appropriate. To the extent allowed, Planning Board Subdivision Rules and Regulations become part of this guideline by reference. See Attachment "A". 3. Public safety access is critical in order to deliver emergency services. Fire apparatus and emergency vehicles require certain minimums in order to gain access in a safe and timely manner. Additionally,MGL 148 and 527 CMR 25.07 require adequate access for fire apparatus. Fire departments require the following minimum conditions: • Road widths must accommodate fire and emergency apparatus during all weather conditions and seasons of the year. Road widths must be adequate to allow for two way vehicular traffic, especially in situations where through streets or alternate means of access are not available. Tam Of Barnstable Road Access Guideline Page 1 of 2 Date:02/25/02 • Overhead clearances of fifteen(15) feet across the width of the roadway and continued maintenance to prevent future growth from blocking access. • Road surfaces must be capable of supporting 75,000 pounds of vehicle weight during all types of weather and seasons of the year. Note: Refer to road construction standards for paved and unpaved roadways. • Cul-de-sacs(for more than two properties using a single roadway) or "T" type formations (for 1-2 properties on a single access roadway)to reposition apparatus and vehicles at the end of roads which exceed 200 feet in length. 4. To insure minimum requirements are met, criteria and specifications for paved and unpaved roadways, cul-de-sacs and"T"formations have been developed by the Town's Engineering department and become part of this guideline by reference. See Attachment`B". 5. The Town's ordinance for house numbering and.coordination with E-911 services shall be strictly adhered to and enforced on all properties. Any un named way(s) involved in this process shall be named to the satisfaction of the engineering division and E-911 regulations. 6. The Building Commissioner reserves the right to make changes or additional requirements based on special or unusual circumstances as may be determined during plan review. I Town Of Barnstable Road Access Guideline Page 2 of 2 Date:02/25/02 i Town of Barnstable Road Access Guidelines—Residential Properties February 1, 2002 Scope: These guidelines have been developed in order to provide adequate access to undeveloped properties in the Town of Barnstable. Priority consideration has been given to the needs of public safety and other agencies to access properties and provide necessary services. When possible,the desire to retain a rural character has also been considered. These guidelines are based on minimum requirements agreed upon by the Town's Fire Departments, current Planning Board regulations and recommendations made by the Town's engineering department. Introduction & History: In accordance with the State Building Code,the Building Commissioner determines the adequacy of access. The Commissioner, with input from the Fire Districts and other Town departments and boards, developed these guidelines to provide reasonable and consistent requirements throughout the Town. This guideline utilizes standards and specifications developed by the Engineering Department. Additionally, a standard for unpaved roads has been developed as an alternative when deemed appropriate within the context of this document. It is realized however that unpaved roads, while they retain rural character, must be constructed in such a way as to provide`access for a forese able period of Guidelines: 1. No part of this guideline is intended to circumvent, supercede'or conflict with any existing law, regulation or standard. In the event of a conflict,the type, location and construction of access shall be determined by the Building Commissioner in a manner consistent-with providing public safety access to the property(ies). 2. Section 3-1.3, "Adequacy of Access"as noted the Planning Board's"Requirements for the Submission and Approval of Plans"document shall be referenced with respect to plan approval and standards for road/access construction. $7 Fo CM qO 3,t, l 3. Public safety access is critical in order to deliver emergency services. Fire apparatus and emergency vehicles require certain minimums in order to gain access in a safe and timely manner. Fire departments require the following: _ • Overhead clearances of fifteen(15) feet across the width of the roadway and continued maintenance to prevent future growth from blocking access. • Cul-de-sacs (for more than two properties using a single roadway) or"T"type formations(for 1-2 properties on a single access roadway) to reposition apparatus and vehicles at the end of roads which exceed 200 feet in length. • A surface capable of supporting 75,000 pounds of vehicle weight during all types of weather and seasons of the year. Note: Refer to road construction standards for paved and unpaved roadways. Is CJJ Town Of Bamstable Road Access Guideline ( Page 1 of 2 Panted:02/08/02 4. Criteria and specifications for paved and unpaved roadways will be developed by the Town's Engineering department and become part of this guideline by reference. 5. The Town's bylaw for house numbering and coordination with E-911 services shall be strictly adhered to and enforced on all properties. 6. The BuildingCommissioner shall reserve the right to make necessary changes or g asY additional requirements based on special or unusual circumstances as may be determined during plan review. Town Of Barnstable Road Access Guideline Page 2 of 2 Printed:02/08/02 01/30/2002 17:05 508-428-0202 00TUIT FIRE DEFT PAGE 01 i G0T wao; MEMORANDUM i To: Panning Board Applicants & operty Owners Planning To Build On Lots Without Access From: Paul A. Frazier, Chief Subject: Proposed Standard For Access Date: Amuary 30, 2002 i We have rec�ived requests in the past to provide the Building Commissioner, -Site Plan Review Conimittee, Planning Board and other Town departments with recommendations for adequate! site access. Our concerns have always been the ability to access properties in the event bf an emergency during all seasons of the year. We have also expressed concern for inaintaining reliable access in the future. We have attempted to balance our requirementA with the desire of property owners to retain the local character of the area. Similar requests are also received by other fire departments in Barnstable. The Fire Departments in the Town of Barnstable have come to realize inconsistencies in our individual requirements and recommendations. In order to provide a more uniform set of standards, we have been. discussing access with the Building Commissioner, Planning Board staff find Engineering departments. Our goal has been to develop standards that " provide reasionable and consistent access for public safety agencies in the Town. We are in the final stages of completing such a standard to be applied throughout the Town on an,equal basis. Having a standard in place will eliminate the possibility of inconsistencies between the various Districts and agencies. The standard will take into consideration our varied weather conditions, changes in fire/rescue apparatus design and sizes, long t6rm considerations for maintenance of the access and other concerns. Fire Districts, working with the Town, want to help insure adequate public safety access for our residentI. The completed standard is likely to differ fromm recommendations this department has made in the'past. We believe our desire to develop one standard will be of benefit to residents, 0ubiic safety agencies, and others. It is our intent to have the standard ready for implementation by early February, 2002. If you have any questions regarding our involvement in the process, please feel free to contact me. cc. Building:Dept.,Planning Board; Site Plan Review, Engineering Dept. I� oF�HE Town of Barnstable „MSTABM ; Department of Public Works v� Engineering Division i0renr��° 367 Main Street,Hyannis MA 02601 Office: 508-862-4086 Thomas I Mullen,Director Fax: 508-862-4711 Robert A.Burgmann Town Engineer DATE: January 30, 2002 TO: Peter DiMatteo, Building Commissioner FROM: Robert A. Burgmann, PE, Town Engineer SUBJECT: Specifications for Gravel Roads I have enclosed a copy of the specifications and a drawing for gravel roads. It is my understanding that these gravel roads would only be allowed in very limited circumstances. As you know gravel roads are difficult and costly to maintain. The savings in construction costs of gravel roads rather than paved roads is often exceeded in just a few years of increased costs to maintain the gravel road. Copy to: Stephen Seymour, Project Engineer SGS: File:J:bldg_rds/g ravel yd/bidg_1 GRAVEL ROAD SPECIFICATIONS Road Subbase Remove loam and frost susceptible material to a depth of two and one-half feet (2-1/2') below the gravel road surface course. Frost susceptible material has more than 5% fines (more than 5% passing the #200 sieve). Replace frost susceptible material, below the gravel road base course, with clean fill having less than 5% fines (less than 5% passing the #200 sieve). Compact the replaced material with a vibratory roller. If the existing soil beneath the 2-1/2 feet of clean fill contains more than 50% of silt/clay then geotextile fabric shall be placed as a separation layer between the clean fill and the underlying material. Geotextile fabric for separation shall be Massachusetts Highway Department type 1. i Build up road or construct side ditches in cut sections to properly drain road to sides. Gravel Road Base Install gravel road base material to a depth of 8 inches. Gravel road base shall conform to Massachusetts DPW Specification Number M1.03.0 with the exception that less than 5% of material by weight shall pass the # 200 sieve or shall be reclaimed pavement borrow in conformance with Massachusetts DPW Specification Number M1.11.0 with the exception that less than 5% of material by weight shall pass the # 200 sieve. Compact gravel with a vibratory roller. Surface course Place and compact a 3" thick gravel surface course consisting of a gravel mix containing 12% to 14% fines for maximum soil binding stability. Surface Armor Course (optional) r Place 3" thick crushed stone armor course. Recommended 3/4" crushed stone with angular corners for stability. Compaction All materials including road subbase, gravel road base, surface course, and surface armor course are to be compacted to 95% of the maximum dry density as determined by the Standard AASHTO Test Designation T99 compaction test Method C at optimum moisture content. Ditch Lining r Ditches shall be lined with loam and seed covered with acceptable erosion control blankets installed in accordance with the manufacturer's written instructions. Stone riprap shall be placed on geotextile fabric in areas subject to erosion. Geotextile fabric for under stone riprap shall be Massachusetts Highway Department type 4. SHOULDER SHOULDER 2'WIDE 2'WIDE TRAVELED WAY 18'MINIMUM GRASS OR STONE LINED DITCH SEE SPECIFICATIONS SLOPE " IOrE�" ~�— —'—'—'-- SZO_y GRASS OR STONE LINED DITCH SEE SPECIFICATIONS f 4 MAX � DITCH 1 DITCH ,r 2-1/2 FEET OF NON FROST SUSCEPTABLE MATERIAL(NO MORE THAN 5%PASSING THE#200 SIEVE). PLACE GEOTEXTILE FABRIC MHO TYPE 1 UNDER 2-1/2 FEET OF NON FROST SUSCEPTABLE MATERIAL IF UNDERLYING SOIL IS MORE THAN 50%SILT/CLAY. , GRAVEL SUBASE 8"THICK,3"MAXIMUM AGGREGATE SIZE,WELL DRAINING GRAVEL,<5%PASSING#200 SEIVE GRAVEL SURFACE COURSE 3"THICK,3/a"MAXIMUM AGGREGATE SIZE,WELL GRADED TO INTERLOCK&FORM CRUST GEOTEXTILE FABRIC MHO TYPE 4 FOR STONE LINED CHANNELS NOTES 1. SEE GRAVEL ROAD SPECIFICATIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS. CROSS SLOPES AS INDICATED IN TABLE 2. SUBMIT SEIVE ANALYSIS FROM CERTIFIED SOL TESTING LABORATORY TO DPW ENGINEERS PRIOR TO PLACEMENT OF TEST AREA 3. PLACE TEST AREA OF GRAVELS IN FIELD FOR APPROVAL OF DPW ENGINEERS PRIOR TO PLACEMENT Of GRAVEL TRAVERSE CROSS CROSS 4.ROADS NEED TO BE GRADED AND SMOOTHED ANNUALLY AND REFORMED AS NECESSARY ROAD SLOPE SLOPE 5.SLOPE DITCH AT MINIMUM PITCH OF 2/o TOWARD POSTIVE OUTLET,INSTALL CHECK DAMS AS NECESSARY TO PREVENT EROSION SLOPE "A" "B" SIZE DITCH TO STORE AND INFILTRATE 25 YEAR DESIGN STORM IF POSITIVE OUTLET IS NOT AVAILABLE TO DEVELOPER. p <2% UNPAVED ROADS NOT PERMITTED TOWN OF BARN STABLE 2-5% 3% 5% GRAVEL ROAD STANDARD >5%" UNPAVED ROADS NOT PERMITTED BY:SGS JANUARY 25,2002 NO SCALE FILE:SUBDIVISIONS/GRAVELROAD4.DGN ;'scions with Answers from a Gravel Road Expert Page 1 of 3 August 11; 1997 Road Management TranSafet ,Inc. ROADS Journal Fax:(360)6(360,6 683- 3- 0) 6719 infona usroads.com - 11.:J1LN Questions with Answers from a Gravel j Road Expert "Crossroads," the newsletter of the Wisconsin Transportation Information Center, shared answers to questions on gravel roads j4 in their Summer 1997 issue. Below is that-article,which they entitled"Gravel road Q &A." swarefiex Ken Skorseth a gravel road expert from South Dakota, talked Wildlife � p Warning about maintaining gravel roads at a T.I.C. [Transportation Reflectors: One . Information Center] workshop presented over the statewide Preventive Measure for Educational Telephone Network. Here are some of the Wildlife-Vehicle questions from participants in the workshop and his answers. Collisions O Discussion of Is it a good idea to recycle blacktop and mix in sand and Management n fines to make road gravel? M . Tech Questions with 'Old asphalt that has been run through a.crusher is well sized. I Answers from a have seen some excellent results if you simply place it as Grmfel Road surface gravel. Dodt try to place it in a thin lift because it Expert sometimes takes on the characteristics of asphalt pavement Announcement and Call for again, developing potholes and resisting blading except during pap a rain. Four inches is the minimum lift depth. Alternatively, a Seventh 50-50 blend with virgin gravel is excellent because it can be International bladed more easily; but has excellent binding characteristics: It Conference on Low-Volume reduced maintenance by over 50%. Place this in a lift of three Roads inches over a three-inch base. Tires: A Re—w Source for What blend of different size aggregates do you Culvert Pipe recommend? ttp://www.usroads.com/journals/rmj/9708/nn970803.htm 1/31/2002 stions with Answers from a Gravel Road Expert Page 2 of 3 ighway safety You want a blend of ravel, sand, and silt/clay.. In the base ublications Catalog. g y agies in Road you want 40-80% hard stone graded from 1/4 to 3 inches.mi ngineering,Road lanagerent,and Injury nce& tauagem diameter, but on the surface use smaller size stone. The itigation.Information standard state.specs call for 3/4 inch aggregate for surface ad consulting for the .utomobileandRoad gravel (crushed stone)with 20-60% sand (less than 1/4 inch) iser,as well as for law rofessionalsin and 8-15% fines. The specifications are in Sec. 304.2.6 of raransafety's free dent investigations. - -1996.State Standard Specifications. ' nSaf mumer journal for utomobile and road sers,three subscription What experience have you had paving gravel roads? ournals on road naintenance, ngineering,and injury A good gravel road is not necessarily good base for asphalt. itigation,and highway g Y a g p ,afety publications There are problems with excess fines crown and depth. While atalog.See our free > > ;onsumer journal for surface gravel needs a good percentage of fines to give it a tutomobile and road isers,three subscription binding characteristic, base material needs cleaner material ournaLs on road Maintenance, with fewer fines. mpneenng,and injury Utigation,and a highway safety Gravel roads have a greater crown than you want on an publications catalog. asphalt surface. Unless you reshape them you can have problems. For example, I've seen some sealcoated roads where after ice storms cars would slide off. An average gravel road has about four inches of surface gravel. This is not adequate base for an asphalt surface. If you have any truck traffic at all, you need a minimum of six inches of base, and preferably eight. Otherwise you will have tremendous breakup problems. What good binding material can we add to the 3/4 inch gravel for our roads? Clay is the best natural binder, but be careful. It can be easy to mistake silts and clay when you're out in the field. Take the material to the lab. Clay;.which you want, will have tremendous cohesion which shows up on lab tests as a good plasticity index (P.I.). When preparing a subgrade we ran across clay pockets. To what depth should we excavate to remove the clay and replace it with cleaner material such as sand? You may not need to excavate if the road is a minimum of two feet above the surrounding terrain and you have good ditches. Otherwise, excavate six inches and.install a geotextile. Cover it with any type of gravel, then put two to three inches ttp://www.usroads.com/journals/nnj/9708/rm970803.htm 1/31/2002 `Stions with Answers from a Gravel Road Expert Page 3 of 3 of surface gavel over that. The geotextile prevents the clay from pumping up through the gravel. If you're not using geotextile, excavate down two feet. [Reprinted with permission from the Summer 1997 "Crossroads.," a publication of the Wisconsin Transportation Information Center] Back to the Road Management Journal Index Lttp://www.usroads.com/joumals/rmj/9708/rm970803.htm 1/31/2002 Town of Barnstable Road Access Guidelines — Residential Properties February 15, 2002 Scope: These guidelines have been developed in order to provide adequate access to undeveloped properties in the Town of Barnstable. Priority consideration has been given to the needs of public safety and other agencies to access properties and provide necessary services. When possible, the desire to retain a rural character has also been considered. These guidelines are based on minimum requirements agreed upon by the Town's Fire Departments, current Planning Board rules and regulations and recommendations made by the Town's engineering department. Introduction & History: In accordance with the State Building Code, the Building Commissioner is charged with determining the adequacy of access. Increased development in areas with inadequate or no access made clear the need for standardized guidelines. The Building Commissioner, with input from the Town's Fire Departments, and the Town's Engineering and Planning Board staff, developed these guidelines to better coordinate the requirements and needs of each and to improve consistency throughout the Town. This guideline utilizes standards and specifications provided by Engineering and Planning departments. It incorporates the minimum acceptable standards for public safety access. as agreed upon by the Town's Fire Departments. A new standard for unpaved roads has been developed for use when feasible and appropriate. While unpaved roads help to maintain"rural character"; they must be constructed in a way that provides reliable access in all types of weather and for a foreseeable period of time. Guidelines: 1. No.part of this guideline is intended to circumvent, supercede or conflict with any existing law, regulation or standard. In the event of a conflict, the type, location and construction of access shall be determined by the Building Commissioner in a manner consistent with providing public safety access to the property(ies). Reference State Building Code 780 CMR, Section(s) 903.L L 2. Section 3-1.3, "Adequacy of Access" as noted in the Planning Board's "Requirements for the Submission and Approval of Plans" document, together with other pertinent sections shall be referenced with respect to plan approval and standards for road/access construction. To the extent allowed, Planning Board Subdivision Rules and Regulations become part of this guideline by reference. See Attachment"A". 3. Public safety access is critical in order to deliver emergency services. Fire apparatus and emergency vehicles require certain minimums in order to gain access in a safe and timely manner. Additionally, MGL 148 and 527 CMR 25.07 require adequate access for fire apparatus.Fire departments require the following minimum conditions: • Road widths,based on the number of homes serviced, must accommodate fire/emergency service vehicles. Road widths must be no less than 14 ft. wide for 1-2 homes/lots, 16 ft. wide for 3 homes/lots and 18 ft. wide for 4 or more homes/lots. Town Of Barnstable Road Access Guideline Page 1 of 2 Date:02/25/02 f • Overhead clearances of fifteen(15) feet across the width of the roadway and continued maintenance to prevent future growth from blocking access. • Road surfaces must be capable of supporting 75,000 pounds of vehicle weight during all types of weather and seasons of the year. Note: Refer to road construction standards for paved and unpaved roadways. • Cul-de-sacs (for more than two properties using a single roadway) or "T" type formations (for 1-2 properties on a single access roadway) to reposition apparatus and vehicles at the end of roads which exceed 200 feet in length. 4. To insure minimum requirements are met, criteria and specifications for paved and unpaved roadways, cul-de-sacs and"T" formations have been developed by the Town's Engineering department and become part of this guideline by reference. See Attachment "B". 5. The Town's ordinance for house numbering and coordination with E-911 services shall be strictly adhered to and enforced on all properties. Any un named way(s) involved in this process shall be named to the satisfaction of the engineering division and E-911 regulations. 6. The Building Commissioner reserves the right to make changes or additional requirements based on special or unusual circumstances as may be determined during plan review. Town Of Barnstable Road Access Guideline Page 2 of 2 Date:02/25/02 i proper drainage and water, sewers and other utilities; and to coordinate the streets in the subdivision with each other and with the existing street system of the Town, and the streets in neighboring subdivisions. 4-2.3. Dead End Streets 1. Dead end streets shall be not less than 100 feet long nor more than seven hundred and fifty feet (750) feet. The length of the dead end street shall be measured from the intersection to the beginning of the cul-de-sac or turn-around T. The Board may grant a waiver from the maximum length of the dead end street provided that: A. The Board finds that there is no other practical means of accessing the land. B. A statement is obtained from the Fire Department that the street will have adequate access in the event of an emergency. The applicant shall be responsible for contacting the Fire Chief to make this determination. C. The Board finds that the subdivision is residentially zoned and will not serve more than 25 dwelling units. 2. Minor and Secondary dead end residential streets shall be provided at the closed end with a turn- around having an outside paved roadway diameter of 90 feet and a right of way diameter of 105 feet. 3. Major dead end streets and Secondary non-residential dead end streets shall be provided at the closed,end with a turn-around having an outside paved roadway diameter of not less than ninety four feet, thirty feet of the pavement width on the cul-de-sac and with a right of way diameter of at least 110 feet. Cul-de-sacs shall be shaped in accordance with ASHTO standards for circular and circular offset cul-de-sacs for single unit trucks. 4. A minor road serving less than 10 lots may be constructed with a turn-around T or Y in lieu of a cul- de-sac at the discretion of the Planning Board. The turn-around T shall be a minimum of sixty(60) feet in length. 5-19. Maintenance If released from restrictions with regard to sale of lots or buildings on lots by the posting of a performance bond or other security, the applicant shall maintain the roadway for vehicular traffic in a manner satisfactory to the Board. Further, the applicant shall maintain the roadway in a subdivision in a condition which meets all the above requirements to the satisfaction of the Board.either until acceptance of the way by vote of the Town, or for a period of one (1) year from the date of release of the security. A retainage fee is required to cover this period of time, see Section 3-6.16. Access Guideline Attachment"A" Page 2 of 2 Date:02/25/02 I ATTACHMENT "A" Related Sections From Planning Board's Subdivision Rules And Regulations Note: This attachment does not contain the entire text of the Planning Board's Subdivision Rules and Regulations. Sections of the document deemed important in context with road access have been included. The exclusion of certain sections does not mean they will not apply as appropriate or warranted. See complete document for additional rules and regulations. 3-1.3. Adequacy of Access 1. General: No plan shall be endorsed as not requiring approval under the Subdivision Control Law, and no subdivision plan shall be approved unless each building lot to be created by such plan has adequate access as intended under the Subdivision Control Law, Chapter 41, General Laws, Sections 81-K through 81-GG. 2. Standards of Adequacy: Streets within a subdivision shall have adequate access if they comply with the standards established in Sections 4 and 5 of this regulation. Existing ways providing access to the streets within a subdivision, or providing access to lots said not to be within a subdivision, shall be considered to provide adequate access only if there is assurance that prior to construction on any lots, access will be in compliance with the following: STANDARDS OF ADEQUACY for EXISTING WAYS Number of Dwelling Units 1-4** 5-10 11-49 50+ Business District Min ROW Width 33' 33' 40' 50' 60' Surface Type**** -------3" bit.con. ---------- 4" bit. con-------------------------------- Surface Width* *** 18' 22' 24' 24' Sight Distance Min. 250' 250' 250' 350' 250' Maximum Grade 10% 10% 8% 6% 6% * Including curbing and berms, if any. ** No further access, see Definition of a Street, Minor B *** For residential lots: 14 feet wide for two lots; 16 feet wide for three lots; and 18 feet wide for four lots. ****with adequate road base in the opinion of the Board's_Engineer 3. Obligations: The Board may require, as a condition of its approval of a subdivision plan, that the applicant dedicate or acquire and dedicate a strip of land for the purpose of widening access ways and/or intersections to a width as required above, and that the applicant either make physical improvements within such way or compensate the Town for the cost of such improvements in order to meet the standards specified above. 4. Access Roads: The Planning Board may require that ways in a proposed sub-division be connected to more than one access road adjoining the subdivision, depending on the existing or proposed road network, the topography and the size of the subdivision. Subdivisions with more than 50 dwelling units and 20 acres of non-residentially zoned land shall have more than one means of access. 4-2.1. .Location of Streets 1. The streets shall be designed and located so as, in the opinion of the Board, to be continuous and in alignment with existing streets; to provide adequate access to all lots in the subdivision; by streets that are safe and convenient for travel; to lessen congestion in such streets and adjacent public streets; to reduce danger from the operation of motor vehicles; to secure safety in case of fire, flood, panic and other emergency; to insure compliance with applicable Zoning Ordinance; to secure adequate provision for Access Guideline Attachment"A" Page 1 of 2 Date:02/25/02 ATTACHMENT "B" Related Information And Specifications From Engineering Department. (to be provided by engineering dept.) 1. Unpaved Road Standard 2. Paved Road Standard 3. Cul-de-sac Diagram/Specifications 4. "T" Turn around Diagram/Specifications i + RARNSTABLE, : Town of Barnstable 9�b • ,�� Department of Public Works QED a Engineering Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann Town Engineer Date: February 22, 2002 To: William Belden, Planning Board Chairman From: Stephen Seymour, P.E., Project Engineer Subject: Road Access Guidelines - Residential Properties I have reviewed a copy of proposed road access guidelines dated February 22, 2002. 1 heartily endorse the creation of such a standard however; I do have some input into the standards themselves. It is my understanding that these standard will be applied to access for properties that are located on roads that do not provide adequate access and are not to be improved under a covenant or agreement under the current subdivision control process. Some of the standards will need to be further looked at and discussed but my initial input is as follows: 1. I recommend that all roads be paved with bituminous concrete pavement and not be constructed as a gravel road. Gravel roads are more expensive than paved roads to maintain and will not provide adequate access without continual maintenance. It is especially important that any roads that are to be snow plowed by the Town of Barnstable be paved because gravel roads cannot be plowed well unless they are periodically regraded. Periodic regarding of roads is an expensive burden to place on the Town especially in these times of tight budgets. 2. Paper or gravel roads that need to be paved in order to provide adequate access should be built to a minimum width of 18 feet. An 18-foot wide road allows vehicles including emergency equipment to drive around or pass other vehicles. A road 14 feet wide is not wide enough for vehicles to pass each other without pulling off the pavement. 3. Many of the requirements in Attachment "A" pertain to the laying out of roads. It is my understanding that these standards will not apply to the laying out of ways. The standards applying to the laying out of ways should be removed in order to make the standards less complicated. 4. The standards do not cover the inspection of roads while they are under construction. As many of the important features of a road and not visible from the surface it is important that inspections by the engineering department be included in the standards. 5. The standards also need to include requirements that the road construction be physically staked out in the field by a registered engineer/ surveyor. 6. The turnaround "T" plan is a good start. I would like to work out the configuration for a few other situations that are commonly encountered in laying out these types of turnarounds and then leave open the possibility that other configurations may be approved on a case-by-case basis to accommodate topographic and other types of site restrictions. RECOMMENDATION: I recommend that we work together to finalize a standard for access to these existing undeveloped lots that are not to already subject to a covenant or agreement under the subdivision control process. Cc: Robert Bur mann P.E. Town Engineer g g Chief Paul Frazier, Cotuit Fire District sgs/fi1e:rec_1.doc 11 AGENDA PLANNING BOARD MEETING February 25, 2002 AT 7:00 P.M. NEW TOWN HALL SECOND FLOOR HEARING ROOM Acceptance of minutes 2-11-2002 APPROVAL NOT REQUIRED PLANS SOUTH FLINT ROCK REALTY TRUST A plan of land in (Barnstable) Barnstable, Mass., prepared for South Flint Rock Realty Trust," dated January 31, 2002. Land Surveyors: Eastbound Land Surveying Assessor's Map 314, Parcel 1. Zoning: Industrial Limited Lot: 1. Location: Off Breeds Hill Road Submitted Feb 7, 2002- 21 days — Feb 28, 2002. DISCUSSION WITH THE BUILDING COMMISSIONER PETER DIMATTEO Paper roads and the standards. Chief Paul Frazier will also be attending the meeting for the discussion. SUBDIVISIONS Waquoit Road, Cotuit Request from David Del Negro for a waiver from road construction standards. SUBDIVISION #772 SETTLERS LANDING -MORIN Planning Board requested that Attorney Patrick Butler report back to the Board on the status of the Chapter 40 B within 6 months from the granting of the extension. SUBDIVSION #781 LAWTON HILLS Request from Attorney Patrick Butler to sign Addendum to Development Agreement. SECURITY/LOT RELEASE/UPDATES ZONING ISSUES Update OTHER BUSINESS CORRESPONDENCE RECEIVED. t All other Planning Board correspondence not mailed with packages is in the Chairman's folder available at meetings. Waterway applications — Roselee Trust, Eel River; Bonnybrook Realty Trust, Nantucket Sound; Roger Plourde, East Bay; Russell Burke, Marston Mills River; John & Ann Marie Cotton, Marstons Mills River; Susan Priem, Bumps River; Gegory Redfield, Dam Pond 1 t . FUTURE MEETINGS March 11 Planning Board March 25 Planning Board i °FINE to Town of Barnstable Planning Division BARNWASLE, : 230 South Street, Hyannis, Massachusetts 02601 9� MASS. ' Tel: (508) 862-4686 Fax (508) 862-4725 TO: Planning Board FROM: By: Jacqueline Etsten,Principal Planner Douglas Bill,Associate Planner. Date: February 21,2002 RE: Approval Not Required (ANR)Plan of Land in Barnstable,MA for South Flint Rock Realty Trust dated January 31,2001 Location: The South Flint Rock Realty Trust ANR plan is located in the village of Barnstable east of Breed's Hill Road and west of Mary Dunn Road. Grid Reference: D7. Zoning: The locus of this ANR plan is located in an IND Ltd. Industrial limited zoning district, which requires bulk regulations as follows: minimum lot size of two acre (90,000 sq. ft.), minimum frontage of 20 feet, a minimum lot width of 200 feet, front yard setback of 50 feet, side and rear yard setback of 30 feet, a maximum building height of 30 feet or 2 stories whichever is lesser, and a maximum lot coverage as percent of lot area of 25%. Plan Background: The Plan of Land prepared for South Flint Rock Realty Trust was prepared by Eastbound Land Surveying, Inc., submitted February 7, 2002, and proposes that the property lines shown on this plan are the lines dividing existing ownerships, and the lines of those streets.and ways are those of existing streets and ways and.that no new lines for division of existing ownership or new ways are shown on Barnstable Assessors' Map 314 Lot 001. The applicant, on the Form A, has indicated that the lot has the minimum frontage required under the Zoning Ordinance on South Flint Rock Road, "a private way which provides adequate access in accordance with Section 3-1.3(2) of the Subdivision Rules and Regulations." Reference is made to 1)Plan Book 463, Page 8 "Master Plan For Independence Park"and 2)Plan Book 373, Page 30 "Town of Barnstable Plan of Cobb Lot." The Master Plan for Independence Park, last revised on May 9, 1986 and endorsed on August 28,1989 indicates a subdivision plan to include seven lots (Lots 1-6 and Lot 12) with Lot 12 for conveyance purposes only. Lot 12 is now owned.by the Town of Barnstable, therefore assumptions should not be made as to its potential development. This plan and the prior plan dated August 17, 1982 indicate the presence of an existing dirt track. The dirt track is shown with a variable width between 10 to 12 feet on the plans prepared by down cape engineering, inc. An Approval Not Required(ANR) Plan prepared for Independence Park, Inc. dated April 15, 1999, last revised April 26, 1999 shows the dirt track with a variable width between 10 to 12 feet on the plan prepared by down cape engineering, inc. The dirt track appears to have been recently cleared and the brush and/or tree clearing occurred on adjacent and town property. The present plan shows that the.dirt track is now between 18 and 22 feet when previous plans indicated the width between 10 and 12 feet. Request: The applicant presenting the.accompanying plan requests a determination and endorsement by the Planning Board that approval under the Subdivision Control Law is not required. Recommendation: In making the decision to endorse this ANR plan,the Board should determine whether the plan at the time it is made, every lot within the tract so divided has frontage on(a) a public way or a way which the clerk of the city or town certifies is maintained and used as a public way, or(b) a way shown on a plan theretofore approved and endorsed in accordance with the subdivision control law, or (c) a way in existence when the subdivision control law became effective in the.city or town in which the land lies, having, in the opinion of the planning board, sufficient width; suitable grades and adequate construction to provide for the needs of vehicular traffic in relation to the proposed use of the land abutting thereon or served thereby, and for the installation of municipal services to serve such land and the buildings erected or to be erected thereon. The dirt track shown on the plan is not a way as described in MGL c. 41, § 81L. The dirt track is not a public way; it was never taken by the Town nor is it maintained by the Town. It was not created on a subdivision, and most importantly it is not a way. The lot therefore lacks frontage and the plan shows a subdivision. It is recommended that the Board make findings that the plan does require approval pursuant to MGL c. 41, § 8 1 P and that the plan is a subdivision requiring the creation of a way to provide frontage and access to the lot shown on the plan. Xs Y 52. 24�5 X 51.7 v57. 52.3 1'f �.54.3 PPLlK1NG i� � Y 4. i,45.2 4 v 48.1 1� 4 / 5 Y &2 Y H 6L7601 �/ / >(58.5 .3 >�38.1 >(47.8 114 4. .� x X35.6 \ 7 \ Y 42.3 \> 3.6 •�4 � 9 �-- (♦ \\ X3.8 \ �. 39.2 •\�,\ >36.4 \36. \ � \ >136.8 X 49-7 I �0 �1 \ \<35.9. {44. V48.9 Y65 �f/ !I� >29f 0711 �� Y37.6 064.1 >\ , X30:5 V5 1 iVJ \ f i � IS Y\43.2 �>/,47 1 ATEH EIEV.= I C x WATER 28.2 E 3- 28.27 42.4 / 11 V406, x 11 ; Y l lI .\ 32.2 I \\ .4 V 36.7 >:3 MAP 314 PARCEL 001 IN SCALE: 1"=250' w E South Flint Rock Real Trust S *NOTE: Planimefia,topography,and **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James vegetation were mapped to meet National of property boundaries.They are not hue locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accuracy Sta ards at a scale of do not represent actual relationships to physical objects Corporation. Planimoft topography,and vegetation were mopped to meet National Map Accuracy Standards V=100'. on the map. at a scab of 1°=100'. Para d lines were digitized from 2001 Town of Barnstable Assessors tax mops. eAbilld\Crossen.dgn Feb. 19,2002 13:15:30 STAB Town of Barnstable �b • .• Department of Public Works Engineering Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann Town.Engineer Date: February 21, 2002 To: William Belden, Planning Board Chairman From: Stephen Seymour, P.E., Project Engineer Subject: Submittal of A.N.R. Plan South Flint Rock Road I have reviewed the proposed Approval Not Required Plan dated January 31, 2002, and I recommend that the plan not be endorsed as an Approval Not Required Plan because the property does not have frontage on a way as required. by Massachusetts Law. The traveled way shown on the plan is a dirt path through the woods that appears to have been recently cleared and bulldozed to be a wider path than was shown on earlier plans of this area. This dirt path is not a way as defined in Massachusetts General Law Chapter41, Section 81 L. The dirt path also does not meet the minimum requirements of the Town of Barnstable Subdivision Rules and Regulations Section 3-1.3.2 Standards of Adequacy. The property is in an industrial limited district, which would be considered a business district. The minimum road standards in a business district this is for a 60-foot right of way, 4- inch thickness of bituminous concrete, and 24 feet of surface width. I have attached pictures of the dirt path through the woods. RECOMMENDATION: I recommend that the request to endorse this plan, as an approval not required plan be denied because the property does not have frontage on a way that meets the requirements of MGL 81 L and the Town of Barnstable Subdivision Standards. sgs/file:anr 1.doc • • • • • I I Ng 7 �= Yl f>g t t h'� 4k,p _ r ��� rr .�ts+.� ?Ytp Jr4 .! � � 1�� � �'�r �n7 �'"�� ✓,fin: $ f. r i : 44.. g�g�L'� •�fi. � �r .+. � •. tea k max', =-��_ -�.. 6 � tB3�e. >., r«.•r -:;. "'. ,..rw�'."`•91.".atx. . �, � � ���r�w.� "� w^'tea,-�� 'wy ��•.. "�.r° a Y + 4- - s> i "i,�.• r o 9+AiyhIf i ict _.. - ... q. r•-tea,_."..-- :..'"""+ate'-...,.e}a.,.�,• _ . .i«,.s, _ '".�..�,,,P.4..,,,,,,.,.'y� ,ar„pyg,,®r,�"''w: �.. ..�w•.,+e(Ifr?. ". "'^w•, .' .eiti#Air!?`"�"""r: of THE T� BAM STAB Town of Barnstable Department of Public Works fp�� Engineering Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann Town Engineer Date: February 22, 2002 To: William Belden, Planning Board Chairman From: Stephen Seymour, P.E., Project Engineer Subject: Road Access Guidelines - Residential Properties I have reviewed a copy of proposed road access guidelines dated February 22, 2002. 1 heartily endorse the creation of such a standard however; I do have some input into the standards themselves. It is my understanding that these standard will be applied to access for properties that are located on roads that do not provide adequate access and are not to be improved under a covenant or agreement under the current subdivision control process. Some of the standards will need to be further looked at and discussed but my initial input is as follows: 1. I recommend that all roads be paved with bituminous concrete pavement and not be constructed as a gravel road. Gravel roads are more expensive than paved roads to maintain and will not provide adequate access without continual maintenance. It is especially important that any roads that are to be snow plowed by the Town of Barnstable be paved because gravel roads cannot be plowed well unless they are periodically regraded. Periodic regarding of roads is an expensive burden to place on the Town especially in these times of tight budgets. 2. Paper or gravel roads that need to be paved in order to provide adequate access should be built to a minimum width of 18 feet. An 18-foot wide road allows vehicles including emergency equipment to drive around or pass other vehicles. A road 14 feet wide is not wide enough for vehicles to pass each other without pulling off the pavement. 3. Many of the requirements in Attachment "A" pertain to the laying out of roads. It is my understanding that these standards will not apply to the laying out of ways. The standards applying to the laying out of ways should be removed in order to make the standards less complicated. 4. The standards do not cover the inspection of roads while they are under construction. As many of the important features of a road and not visible from the surface it is important that inspections by the engineering department be included in the standards. 5. The standards also need to include requirements that the. road construction be physically staked out in the field by a registered engineer/ surveyor. 6. The turnaround "T" plan is a good start. I would like to work out the configuration for a few other situations that are commonly encountered in laying out these types of turnarounds and then leave open the possibility that other configurations may be approved on a case-by-case basis to accommodate topographic and other types of site restrictions. RECOMMENDATION: I recommend that we work together to finalize a standard for access to these existing undeveloped lots that are not to already subject to a covenant or agreement under the subdivision control process. Cc: Robert Burgmann, P.E., Town Engineer Chief Paul Frazier, Cotuit Fire District sgsffilexec_1.doc Phone 508-771-8897 Cellular 508-776-6581 J AN 2 9 2002; TOWN OF BARNSTABLE PLANNING BOARD David Del Negro 52 Pasture Lane Hyannis, MA 02601 January 29, 2002 Town of Barnstable Planning Department 200 Main Street Hyannis, MA 02601 To Whom It May Concern: Lot 2 of the plan is the one in question. Currently there is no access to the Lot. I would like to buy this lot and install a gravel way so I may build a single family ranch- stlye home. The proposed gravel way will be similar to the existing roads that encompass this area. Enclosed please find a letter from Cotuit's Fire Chief Paul Frazier stating road requirements for emergency response vehicles in this area. Thank you for your attention to this important matter. espe tfiilly, David Del Negro !� NO a � � 'N FOU .JIT ILIMUIR ' t • tllltl 7T TM: 1 111; 1III :I '1 Il I' 1 • H JI 1111II , I :1"I I� 111I I 1 1 I t I It; II II I I 111 I I I .'I 1 11 IIIY 11 1 1 ':1' 1 1 I •I I ' 1' I I II II I 11 -�i I '.11 I 1 11 I I I 11 I I I 1 :1 :i•: 11 1 11 •. I� 1 1 11 11 :114 1 I 1 1 1 ' I ► Mill °Ft"E r � Town of Barnstable Planning Department BARVSTABLE, MASS 230 South Street,Hyannis,Massachusetts 02601 A 1639. ��� Tel: (508)862-4686 Fax(508)862-4725 rFDMA�p TO: Planning Board From: Approved By:Jacqueline Etsten, Principal Planner Drafted By: Douglas Bill, Associate Planner Date: February 25, 2002 RE: Letter from David Del Negro Location: The property locus is located directly off Waquoit Road,a nonexistent section of road, in the village of Cotuit. Grid Reference: G1. r Zoning: This property is located in an RF residential zoning district,which requires bulk regulations as follows: minimum lot size of two acres(87,120 sq. ft.),minimum frontage of 150 feet,no minimum lot width, front yard setback of 100 feet along Rte 28, side and rear yard setback of 15 feet, and a maximum building height of 30 feet or 2'h stories whichever is lesser. It is also located within an AP Aquifer Protection Overlay,District. Plan Background: There exists a plan entitled"Plan of Land Belonging to Robt. T.Fowler Showing Cotuit Highground," dated July 1, 1926,.prepared by Bates&Chellman Engineers,which shows Waquoit Road as a subdivision road. The section of the road in question and part of Mr.Del Negro's request is located between Pine Ridge Road and Poponessett Road. Another plan entitled" Subdivision Plan of Land in Cotuit Barnstable,Mass."dated September 1976 prepared by William C.Taylor,RLS which shows a redivision of lots 125, 126, 127, 128, 129, 130, & 131 as shown on"Plan of Land Belonging to Robt. T. Fowler Showing Cotuit Highground." In addition, a note appears on the this plan that"No building permit to be issued until street improvements of Waquoit Road are made." . The frontage for Lot 2 currently is nonexistent and adequate access is not provided along Waquoit Road. Prior to a building permit being issued,Mr.Del Negro needs to show that frontage exists and that access is not illusory. Therefore, it is advised that Mr.Del Negro have prepared a subdivision plan illustrating the layout and construction of Waquoit Road in conformance with the Subdivision Rules and Regulations. A problem will still exist with relation to the minimum lot size requirement. The zoning in this district now requires a minimum of two acres(87,120 sq. ft.). Therefore the Planning Board may not approve a subdivision showing noncompliance with the existing zoning ordinance. It appears that it will be necessary for Mr.Del Negro to seek relief from the minimum lot size as stated in the zoning ordinance Section 3-1.4(5)Bulk Regulations through a Variance issued by the Zoning Board of Appeals. It is recommended, due to the application of the note on the 1976 ANR plan,that to remedy this situation a subdivision plan be prepared in conformance with the Subdivision Rules and Regulations. .2�;'; 2Csoz Tb �?C P � �`t�01.3� �� 6 �tt b►J -tom A-u-i ( .9k(ADZ t 0C)Lr tAn-rib .i�-( —UA -n(2)-us 6t4-. (:.l&4 W1 / sbE2`wt 076.-- T66- AS !Rt� elk- c�c)j r---V. C cvk(d� uotc- A5 -rRig" moo" tit w-r I� Lo u) po I►:mot' olr- Cu" � �r' /k�vli krast' CV-17-6 AGO CL-,, c� ®► (� Pal VAIV A-5; Ire BSc ' ti- T AAJ C U A-PPI I U.-ni t L-7t 1�-t LrI.- 1 - �t Gr- Tt(C COU16 Gkf-k-0115--r7�'►k)r� AzU&WL-rb [Q -tom- Pam-, PA 6 -ralg- PAST krRt?-t o'-F 6� M pig,t)+s, C4,zo ����P I�,R�z.�-tag�(� � "P�� ►'1 �� LY-I,- A- Pry P" K)5--XO(f-T-b� S� p uA Po-r5 -ram cDe,?c' qF A-C (50. 01- 44� �� MAP 9 191 ? + ,f 2' MAP 7 \18 3 4.� ° 2 # . 35 # 449 15 VIA olol �� _ �� _35 1 (,� ' . r J' 21 e MAP 179 # 20 - - 38.8 f � / P / � c 4 .4 .3 MAP ,9 19 7 8\ 42 # 485 �. / 4 � s� i Page 1 of 2 DiMatteo Peter From: Bill, Doug Sent: Wednesday, February 20, 2002 11:53 AM To: DiMatteo Peter Subject: FW: Final DRAFT Of Road Access Standard - Please -----Original Message----- From: Seymour, Steve Sent: Wednesday, February 20, 2002 9:58 AM To: Bill, Doug Subject: FW: Final DRAFT Of Road Access Standard - Please COMMENT -----Original Message----- From: Burgmann, Bob Sent: Thursday, February 14, 2002 2:57 PM To: Seymour, Steve Subject: FW: Final DRAFT Of Road Access Standard - Please COMMENT For review and comment. Note that attachment B is a list only and does not have our actual standards. -----Original Message----- From: Paul A. Frazier [mailto:pafrazier@capecod.net] Sent: Tuesday, February 12, 2002 12:41 PM To: Doug Bill; Chief Harold Brunelle; Robert Burgmann; DiMatteo Peter; Chief John Farrington; Fire Dept at Hinckley; Chief William Jones; Deputy Chief D. Melanson; Deputy Chief Harold Siegel Subject: Final DRAFT Of Road Access Standard - Please COMMENT Attached is the road access standard in it's final version including attachments, please comment as soon as possible. Thank you all for your input and willingness to work together! Text of the "Road Access Guideline" is provided below. Town of Barnstable Road Access Guidelines - Residential Properties February 1;2002 Scope: These guidelines have been developed in order to provide adequate access to undeveloped properties in the Town of Barnstable. Priority consideration has been given to the needs of public safety and other agencies to access properties and provide necessary services. When possible, the desire to retain a rural character has also been considered. These guidelines are based on minimum requirements agreed upon by the Town's Fire Departments, current Planning Board regulations and recommendations made by the Town's engineering department. - Introduction & History: In accordance with the State Building Code, the Building Commissioner determines the adequacy of 2/20/2002 IPage 2 of 2 access. The Commissioner, with input from the Fire Districts and other Town departments and boards, developed these guidelines to better coordinate the requirements and needs of each and to improve consistency throughout the Town. This guideline utilizes standards and specifications provided by Engineering and Planning departments. It incorporates the minimum acceptable standards for public safety access as agreed upon by the Town's Fire Districts. A new standard for unpaved roads has been developed for use as appropriate and feasible. While unpaved roads help to maintain "rural character"; they must be constructed in such a way as to provide reliable access for a foreseeable period of time. Guidelines: 1. No part of this guideline is intended to circumvent, supercede or conflict with any existing law, regulation or standard. In the event of a conflict, the type, location and construction of access shall be determined by the Building Commissioner in a manner consistent with providing public safety access to the property (ies). Reference State Building Code 903.1.1 CMR. 2. Section 3-1.3, "Adequacy of Access" as noted the Planning Board's "Requirements for the Submission and Approval of Plans" document shall be referenced with respect to plan approval and standards for road/access construction. 3. Public safety access is critical in order to deliver emergency services. Fire apparatus and emergency vehicles require certain minimums in order to gain access in a safe and timely manner. Fire departments require the following: • Overhead clearances of fifteen (15) feet across the width of the roadway and continued maintenance to prevent future growth from blocking access. . Cul-de-sacs (for more than two properties using a single roadway) or "T" type formations (for 1-2 properties on a single access roadway) to reposition apparatus and vehicles at the end of roads which exceed 200 feet in length. . A surface capable of supporting 75,000 pounds of vehicle weight during all types of weather and seasons of the year.Note: Refer to road construction standards for paved and unpaved roadways. . Road widths can be variable based on the number of homes serviced, but no less than 14 ft. in width for 1-2 homes/lots, 16 ft. in width for 3 homes/lots and 18 ft. for 4 or more homes/lots. 4. Planning Board Subdivision Rules and Regulations are also become part of this guideline by reference. See Attachment "A". 5. Criteria and specifications for paved and unpaved roadways have been developed by the Town's Engineering department and become part of this guideline by reference. See Attachment "B 6. The Town's bylaw for house numbering and coordination with E-911 services shall be strictly adhered to and enforced on all properties. 7. The Building Commissioner shall reserve the right to make necessary changes or additional requirements based on special or unusual circumstances as maybe determined during plan review. Note: This document includes Attachments A and B in Microsoft Word format(attached). 2/20/2002 Town of Barnstable Road Access Guidelines — Residential Properties February 1, 2002 Scope: These guidelines have been developed in order to provide adequate access to undeveloped properties in the Town of Barnstable. Priority consideration has been given to the needs of public safety and other agencies to access properties and provide necessary services. When possible, the desire to retain a rural character has also been considered. These guidelines are based on minimum requirements agreed upon by the Town's Fire Departments, current Planning Board regulations and recommendations made by the Town's engineering department. Introduction & History: In accordance with the State Building Code, the Building Commissioner determines the adequacy of access. The Commissioner, with input from the Fire Districts and other Town departments and boards, developed these guidelines to better coordinate the requirements and needs of each and to improve consistency throughout the Town. This guideline utilizes standards and specifications provided by Engineering and Planning departments. It incorporates the minimum acceptable standards for public safety access as agreed upon by the Town's Fire Districts. A new standard for unpaved roads has been developed for use as appropriate and feasible. While unpaved roads help to maintain "rural character"; they must be constructed in such a way as to provide reliable access for a foreseeable period of time. Guidelines: 1. No part of this guideline is intended to circumvent, supercede or conflict with any existing law, regulation or standard. In the event of a conflict, the type, location and construction of access shall be determined by the Building Commissioner in a manner consistent with providing public safety access to the property (ies). Reference State Building Code 903.1.1 CMR. 2. Section 3-1.3, "Adequacy of Access" as noted the Planning Board's "Requirements for the Submission and Approval of Plans" document shall be referenced with respect to plan approval and standards for road/access construction. 3. Public safety access is critical in order to deliver emergency services. Fire apparatus and emergency vehicles require certain minimums in order to gain access in a safe and timely manner. Fire departments require the following: • Overhead clearances of fifteen (15) feet across the width of the roadway and continued maintenance to prevent future growth from blocking access. • Cul-de-sacs (for more than two properties using a single roadway) or "T" type formations (for 1-2 properties on a single access roadway) to reposition apparatus and vehicles at the end of roads which exceed 200 feet in length. Town Of Barnstable Road Access Guideline Page 1 of 2 Printed: 02/20/02 i 0 A surface capable of supporting 75,000 pounds of vehicle weight during all types of weather and seasons of the year. Note: Refer to road construction standards for paved and unpaved roadways. • Road widths can be variable based on the number of homes serviced, but no less than 14 ft. in width for 1-2 homes/lots, 16 ft. in width for 3 homes/lots and 18 ft. for 4 or more homes/lots. 4. Planning Board Subdivision Rules and Regulations are also become part of this guideline by reference. See Attachment "A". 5. Criteria and specifications for paved and unpaved roadways have been developed by the Town's Engineering department and become part of this guideline by reference. See Attachment`B". 6. The Town's bylaw for house numbering and coordination with E-911 services shall be strictly adhered to and enforced on all properties. 7. The Building Commissioner shall reserve the right to make necessary changes or additional requirements based on special or unusual circumstances as may be determined during plan review. Town Of Barnstable Road Access Guideline Page 2 of 2 Printed: 02/20/02 I ATTACHMENT "A" Related Sections From Planning Board Subdivision Rules and Regulations 3-1.3. Adequacy of Access 1. General: No plan shall be endorsed as not requiring approval under the Subdivision Control Law, and no subdivision plan shall be approved unless each building lot to be created by such plan has adequate access as intended under the Subdivision Control Law, Chapter 41,, General Laws, Sections 81-K through 81-GG. 2. Standards of Adequacy: Streets within a subdivision shall have adequate access if they comply with the standards established in Sections 4 and 5 of this regulation. Existing ways providing access to the streets within a subdivision, or providing access to lots said not to be within a subdivision, shall be considered to provide adequate access only if there is assurance that prior to construction on any lots, access will be in compliance with the following: STANDARDS OF ADEQUACY for EXISTING WAYS Number of Dwelling Units 1-4** 5-10 11-49 50+ Business District Min ROW Width 33' 33' 40' 50' 60' Surface Type**** -------3" bit.con. ---------- 4" bit. con-------------------------------- Surface Width* *** 18'- 22' 24' 24'. Sight Distance Min. 250' 250' 250' 350' 250' Maximum Grade 10% 10% 8% 6% 6% * Including curbing and berms, if any. ** No further access, see Definition of a Street, Minor B *** For residential lots: 14 feet wide for two lots; 16 feet wide for three lots; and 18 feet wide for four lots. ****with adequate road base in the opinion of the Board's Engineer 3. Obligations: The Board may require, as a condition of its approval of a subdivision plan,that the applicant dedicate or acquire and dedicate a strip of land for the purpose of widening access ways and/or intersections-to a width as required above, and that the applicant either make physical improvements within such way or compensate the Town for the cost of such improvements in order to meet the standards specified above. 4. Access Roads: The Planning Board may require that ways in a proposed sub-division be connected to more than one access road adjoining the subdivision, depending on the existing or proposed road network, the topography and the size of the subdivision. Subdivisions with more than 50 dwelling units and 20 acres of non-residentially zoned land shall have more than one means of access. 4-1. General Provisions Existing contours shall be preserved insofar as it is practical. In any event no change shall be made in existing contours which adversely affects land abutting the proposed subdivision. Due consideration shall be given to the attractiveness of the layout and the preservation of natural features. Roads shall be located so as to minimize the amount of grading required. All work on the ground hereinafter specified shall be performed by the applicant in accordance with these Rules and Regulations, in conformity with approved Definitive Plans and specifications.and other construction requirements of the Town Agencies concerned, and the satisfaction of such agencies. 4-2. Streets 1. 4-2.1. Location of Streets t 1. The streets shall be designed and located so as, in the opinion of the Board, to be continuous and in alignment with existing streets; to provide adequate access to all lots in the subdivision; by streets that are safe and convenient for travel; to lessen congestion in such streets and adjacent public streets; to reduce danger from the operation of motor vehicles; to secure safety in case of fire, flood, panic and other emergency; to insure compliance with applicable Zoning Ordinance; to secure adequate provision for proper drainage and water, sewers and other utilities; and to coordinate the streets in the subdivision with each other and with the existing street system of the Town, and the streets in neighboring subdivisions. 2. The proposed streets shall be designed and located so as to conform to the Master Plan, if any, as adopted in whole or in part by the Board. 3. Provision satisfactory to the Board shall be made for the proper projection of streets, or for access to adjoining property which is not yet subdivided. 4. Due consideration will be given by the Board to the attractiveness of the layout and to the conformance of the ways to the topography. Streets shall be laid out with curvilinear lines wherever possible. 5. Reserve strips prohibiting access to streets or adjoining property shall not be permitted, except where, in the opinion of the Board, such strips shall be in the public interest. 6. Subdivisions shall be designed so as to minimize the length of roads. 7. Road layouts shall be located and designed so as to create easily accessed lots at or near grade. level. 8. Subdivisions shall be designed so as to avoid creating lots with double frontage, except when one frontage is on a Major Street. 9. Where a subdivision borders on a major street, access to lots shall be provided from a parallel local street and access to the major road shall be minimized. 10. No road, with or without fill, shall be located within a velocity zone or within the 100 year flood plain, as shown on the special Flood Insurance Rate Maps, and as further defined by the topographic information shown on the plan. 11. Where access to a subdivision crosses land in another municipality, the Board may require certification, from appropriate authorities, that such access is in accordance with the Master Plan and subdivision requirements of such municipality and that a legally adequate performance bond has been duly posted or that such access is adequately improved to handle prospective traffic. 4-2.2. Width, Alignment and Grades of Streets 1. The criteria contained in the Appendix shall be observed in the design of streets. 2. Streets shall intersect with minimum center line offsets of one hundred and fifty (150) feet unless otherwise specified by the Board. 3. Streets.shall be laid out so as to intersect as nearly as possible at right angles. No street shall intersect any other street at less than seventy-five (75) degrees. 4. Where the angle of intersection between two streets varies more than ten degrees (10) from a right angle, the radius of the curve at the curb line at the obtuse angle shall be less and at the acute angle shall be correspondingly greater than the radius specified in the Appendix to the extent approved or required by the Board. 5. All changes in grade exceeding two (2%) percent shall be connected by vertical curves of the length indicated in the Design Standards table in these regulations. 6. No center line gradient is to exceed six (6) percent on any curve except when the curve is super elevated and the design is acceptable to the Board's Engineer. All curves on a major road shall be super elevated in conformance with AASHTO Guidelines unless otherwise approved by the Planning Board's Engineer. Super elevations shall not exceed E=0.06. 7. No center line gradient is to exceed six (6) percent within 500 feet of a dead end. 8. No street shall intersect another street at a gradient in excess of two (2) percent for a distance of at least(40) feet from the intersection. 9. Way lines shall be parallel unless otherwise specified by the Planning Board. 10 Streets shall be designed in accordance with AASHTO Standards unless otherwise specified. 4-2.3. Dead End Streets 1. Dead end streets shall be not less than 100 feet long nor more than seven hundred and fifty feet (750) feet. The length of the dead end street shall be measured from the intersection to the beginning of the cul-de-sac or turn-around T. The Board may grant a waiver from the maximum length of the dead end street provided that: A. The Board finds that there is no other practical means of accessing the land. B. A statement is obtained from the Fire Department that the street will have adequate access in the event of an emergency. The applicant shall be responsible for contacting the Fire Chief to make this determination. C. The Board finds that the subdivision is residentially zoned and will not serve more than 25 dwelling units. 2. Minor and Secondary dead end residential streets shall be provided at the closed end with a turn- around having an outside paved roadway diameter of 90 feet and a right of way diameter of 105 feet. 3. Major dead end streets and Secondary non-residential dead end streets shall be provided at the closed end with a turn-around having an outside paved roadway diameter of not less than ninety four feet, thirty feet of the pavement width on the cul-de-sac and with a right of way diameter of at least 110 feet. Cul-de-sacs shall be shaped in accordance with ASHTO standards for circular and circular offset cul-de-sacs for single unit trucks. 4. A minor road serving less than 10 lots may be constructed with a turn-around T or Y in lieu of a cul- de-sac at the discretion of the Planning Board. The turn-around T shall be a minimum of sixty (60) feet in length. 5. Natural vegetation shall be retained in the center of the turn-around. Damaged areas shall be replanted with a combination of ground cover, shrubs and/or trees common to the Cape such as: Bearberry, Bayberry, Inkberry, American Holly, Beach Grape; Rugosa Rose, Beach Gum, Red Cedar, Juniper, Red Oak, Thornless Honey Locust, American Red Maple, Checkerberry, Shore Juniper or Sargeant Juniper, unless otherwise approved by the Planning Board. 6. Upon construction of an extension of a dead end street, the easement for the existing turn-around shall terminate in accordance with the provisions of Chapter 41 of the General Laws. The paved surface of the turn-around shall be removed so as to create a roadway of a uniform width. Drainage, road surface and road shoulders shall be repaired, and/or reconstructed and re- vegetated in accordance with all the requirements of the Subdivision Rules and Regulations. 4-3. Drainage 4-3.1. General Provisions 1. The subdivision shall be designed so that all drainage shall be contained and disposed of within the subdivision; no drainage shall be discharged on to adjoining property or on to the public right-of- way at a rate greater than existed prior to the construction of the subdivision. No drainage shall be discharged directly into any wetland or surface water body, or into any drain, ditch, culvert or retention pond which leads into wetlands or surface waterbodies. 2. All drainage systems within the subdivision shall be designed in accordance with the soil conservation service method or an alternative system acceptable to the Board's Engineer. Calculations shall be made from the source of drainage runoff using topographic maps for the entire drainage area, including those areas outside the subdivision. Copies of all drainage calculations shall be submitted with the Definitive Plan. Percolation tests may be required at the discretion of the Board. 3. Drainage systems shall be designed and installed so as to prevent stormwater runoff from becoming a hazard or a nuisance to the subdivision residents or the public at large. The applicant is ultimately responsible for the adequacy of the drainage system in reaching this end. Should the system not adequately achieve the goal, the applicant shall make whatever modifications are needed to ensure that the drainage system performs adequately in the opinion of the Planning Board. All modifications shall be acceptable to the Board's Engineer. 4-3.2. Subsurface Drains or Subdrains In areas where the finished grade of the roadway is less than four (4) feet above the water table or in areas where less than four (4) feet of fill is placed above water in swampy places or any standing water, or in other areas, where in the opinion of the Board the subgrade must be drained, a system of subdrains shall be designed for such areas. The subdrain shall consist of a minimum of one longitudinal drain for each forty(40)foot width of roadway or fraction thereof. In addition, laterals shall be required as directed by the Board in areas in which an undue amount of water could accumulate in the subgrade. The system of subdrains shall be discharged into the storm drainage system or otherwise disposed of in a manner satisfactory to the Board. Subdrains shall also be required where test borings show an impervious layer of soil above a permeable layer of soil which is located at or above one (1)foot below the proposed basement floor elevation. 4-3.3. Storm Drains 1. A complete storm drain system shall be designed for each street of the subdivision and, to the s satisfaction of the Board, shall be so laid out to provide adequate drainage of all portions of the street system so that water does not accumulate thereon, to intercept storm water run-off from the adjacent lots of the subdivision, and to eliminate undesirable or unnatural accumulation of water on any portion of the subdivision or surrounding property. Those conditions which result from a ten (10), twenty-five (25) or fifty (50) year storm as required shall be assumed as a basis for design of the street drains. The storm drain system shall include gutters, catch basins, manholes, culverts, drain lines, headwalls, vegetated swales, detention ponds and such other items as may be required to complete the system to the satisfaction of the Board. Information regarding a procedure which may be utilized in drainage designs is available from the Town Engineering office. 2. The Soil Conservation Service drainage calculation methodology or an alternative systematic method acceptable to the Board's Engineer, shall be used in the design of the drainage systems. 3. Best management practises (BMPs) shall be utilized to treat the first one (1) inch of rainfall, or one-half (1/2) inch of run-off, whichever is greater. BMPs shall consist of grass-lined swales, grass-lined retention basins, or other treatment facilities acceptable to the Board's Engineer. i 4. Side slopes on BMPs shall not be steeper than four (4) to one (1) and generally should be much flatter. BMPs shall be distributed throughout a subdivision and not concentrated in any one location to better dilute the effects of any pollutants left untreated. For this reason, the use of swales in areas with relatively level terrain is desirable. The bottom of the BMPs should be four (4) feet above the probable high groundwater. All BMPs shall be located within drainage easements or the road right of way. 5. Catch Basins shall be located in pairs, one on each side of the roadway, at all low points or sag curves in the roadway, at intervals of not more than three hundred (300) feet on continuous grades of the roadway, and at or near the corners of the roadway at intersecting streets. 6. Manholes shall be located at all changes in direction, either horizontally or vertically, of a drain line or at the intersection of two (2) or more drain lines, or so located that no drain line greater than three hundred (300)feet in length would exist without either a catch basin or manhole. 7.Culverts shall be designed on the assumption that the entire drainage area is built up to that density and in the manner which the applicable section of the Zoning Ordinance allows. The calculations (or a copy thereof) necessary to determine the size of any culvert which carries a brook, stream, river or other natural waterway shall be submitted to the Board for review. All culverts shall have a headwall at each end and any culvert over thirty-six (36) inches in diameter shall include at the upstream end additional protection, as approved by the Board, for the roadway side slopes. 8.All drains shall be a minimum of twelve (12) inches in diameter and shall be laid on a slope of not less than one-half of one (0.5) percent. The minimum design velocity shall be three (3) feet per second and maximum design velocity shall be ten (10) feet per second. If the system is designed as a self- cleaning system, the Board may accept a lesser minimum slope for the drain lines. Pipe shall have a capacity 25 percent greater than required by the calculations. In such cases as it is deemed necessary and acceptable by the Board and its Engineer, surface water may be disposed of by a leaching system of the proper size and design. Calculations for the design of such system shall be submitted with other drainage calculations for the subdivision and under the same provisions. Provision shall be made for the disposal of surface water intercepted or collected by the system in such a manner that no flow is conducted over Town ways, or over the land of others unless a drainage easement is obtained or unless such flow, in essentially the same quantity, previously existed in the same location. Where adjacent property is not subdivided, provision shall be made for extensions of the system by continuing appropriate drains to the boundary of the subdivision at such size and grade as will allow their proper projection. 9.AII recharge systems shall be designed with a fail-safe feature which will provide a safe, legal off-the- road overflow area for the run-off in the event that the catch basins overflow. The overflow areas shall be sized to accommodate a 100 year storm. The overflow areas shall preferably be located in naturally vegetated shallow kettle holes or other depressions; however, if there are not any naturally-occurring areas, then the shallow areas with gently sloping sides shall be excavated for storm water storage. Overflow areas shall be located within drainage easements. Separate drainage lots are discouraged and will not be permitted without the permission of the Planning Board. 10.A headwall shall be provided at the outfall end of all drains where required. 11.AlI recharge infiltration type drainage systems shall be designed by the applicant's engineer to prevent stormwater from breaking out of any slopes. Breakout calculations shall be provided by the applicant's engineer: 4-4. Easements 4-4.1. Easements for Utilities Easements for utilities shall be provided and recorded as required and centered on lot lines where practical. 4-4.2. Storm Water and Drainage Easements Where a subdivision is traversed by a water course, drainage way, channel or stream, the Board may require that there be provided a storm water easement or drainage right of way of adequate width to conform substantially to the lines of such water courses, drainage way, channel or stream, to provide for construction, maintenance, or other necessary purposes. 4-4.3. Access Easements Access Easements maybe required where deemed necessary. 4-4.4. Slope Easements Slope Easements may be required where deemed necessary. 4-4.5. Sight and Scenic Easements Sight and/or Scenic Easements may be required where deemed necessary. 4-5. Sidewalks and/or Bicycle Paths 4-5.1 Where required. Sidewalks and/or bicycle paths shall be installed on both sides of Major Streets. 4-5.2 Sidewalks Conditionally Required Sidewalks shall be installed on one or both sides of a Secondary Street and a Minor A Street, unless in the opinion of the Planning Board, pedestrian safety would not be substantially served by their construction. Where sidewalks are not required, the Board may require that the grading of the right of way be so executed as to make possible later additions of sidewalks without major regrading. 4-5.3 Location of Paved Road Surface In order to accommodate a sidewalk and/or bicycle path, the Planning Board may require that the paved surface of the roadway be offset to one side of the right of way. 4-5.4 Green Strips Sidewalks and/or bicycle paths shall be separated from the roadway by a strip of land loamed and seeded to the specifications of Section 5-12 "Grass Plots". Sidewalks and/or bicycle paths shall be located as close as possible to the outside line of the right-of-way. Street trees shall be planted in the green strip. 4-5.5 Sidewalk Length Sidewalks shall extend the full length of each side of the street. 4-5.6 Sidewalk Width Sidewalks shall have a minimum width of four(4) feet. 4-6. Curbing and Berms All streets shall have bituminous concrete "Cape Cod Berms," vertical granite or sloped granite curbing at the discretion of the Board. In the case where granite is used, the curbing shall extend along the entire circumference of curves plus six (6) feet at all intersections. Vertical inlet curbing shall be used for all catch basins when vertical granite curbing is used. As a general guide bituminous concrete "Cape Cod"type berms placed at the time of paving are required on all roads regardless of slope. Roads located in or near urbanized village centers, commercial areas, industrial areas and other areas designated by the Planning Board, will require the installation of granite curbing at the discretion of the Planning Board. i 4-7. Lots All lots within the subdivision shall comply with the Zoning Ordinance of the Town, or with terms of any variance from such requirements which may have been specifically granted by the Board of Appeals. Percolation tests may be required on each lot at the discretion of the Board. Lot numbers as shown on the approved plan shall be conspicuously displayed with a suitable marker which shall be visible from the road layout. Lots shall be located and designed so as to provide building sites with positive drainage away from buildings. 4-8. Open Spaces Before approval of a plan, the Board may also in proper cases, require the plan to show a park or parks suitably located for playground or recreation purposes or for providing light and air. The Board may, by appropriate endorsement of the plan, require that no building be erected upon such park or parks for a period of not more than three (3) years without its approval. These parks shall be offered for just compensation to the Town in the form of a deed, with the Town having the option of accepting or releasing these areas within the three (3) year period. 4-9. Protection of Natural Features Regard shall be shown for all natural features, such as large trees, water courses, scenic points, historic spots, and similar community assets, which, if preserved, will add attractiveness and value to the subdivision. 4-10. Retaininq Walls Wherever retaining walls may be required, design and type of wall construction shall be submitted to the Board for approval prior to installation. 4-11. Utilities 4-11.1. General Requirements The Board may require that the plan show utilities of the kinds existing in the public ways nearest to the subdivision, or which in the opinion of the Board are likely to be laid in such public ways within the reasonably near future and which will be necessary for the health, safety, or convenience of the prospective occupants of the subdivision. 4-11.2. Location The utilities and sleeves for house connections shall be located as shown on the "Typical Road Cross- Sections." The number and type of sleeves for house connections will be directed by the Board. 4-11.3. Sewer System Design The design of the sewer system, if required, shall be as directed and approved by the Sewer Commissioners. Dead line sewer connections shall be required in areas that now have service or are scheduled for such service within three (3) years. 4-11.4. Public Supply Standards The applicant shall work with the Fire District or Water company and provide the Board with documentation of compliance with their water supply standards. Wherever feasible, water supply shall be provided from a public water supply system. Where any part of any lot is at elevation 100 feet (msl) or higher, the applicant shall submit calculations documenting supply adequacy. 4-11.5 Private Supply Standards Where connection to an adequate public water supply is infeasible, the Planning Board shall approve a subdivision. only upon its determination, following consultation with the Fire Department, that reserved access to a fire pond or other provisions will adequately provide for fire safety. 4-11.6. Design of Water System. The design of the water system and provision for hydrant service shall be as directed or approved by the Fire District or Water Company in accordance with "Typical Road Cross-Sections." In the case where sidewalks are to be constructed on one side of the roadway, the water and hydrants shall be on the opposite side of the roadway. 4-11.7. Location of Hydrants. The.location and type of hydrants and size of pipe serving the hydrants shall be as directed or approved by the Fire District or Water Company. 4-11.8. Fire Alarm Boxes. The location and type of the fire alarm boxes and point of entry into the subdivision of the connecting fire alarm cable shall be as directed by the Fire Chief. The applicant shall furnish and install the necessary ducts, fire alarm boxes, and electric cable. 4-11.9. Electric Power System. The design and location of the electric power system shall be as directed by the Electric Company. The system shall be constructed to a standard which will enable the Commonwealth Electric Power Company to accept it as part of their system upon completion. 4-11.10. Gas Service. The applicant shall consult the Gas Company relative to coordination of the installation of gas pipes, if gas service is to be installed. 4-11.11.Telephone Service. The applicant shall consult with the Telephone Company relative to the installation of telephone service. 4-11.12. Utility Poles. All utility poles shall be centered between the way line and edge of sidewalk where sidewalks exist or between the way line and edge of roadway where no sidewalks exist. 4-11.13. Location of Wires. All electrical, telephone, and other utility wires shall be placed below ground in every subdivision, unless the Board determines that such placement is not feasible or is not in the best interest of the Town. 4-11.14. Utility Service Connections. All service connections for utilities shall be clearly marked at the lot line and shall be installed so that electric, telephone, sewer, and water services are located on the lot line perpendicular to the street and the gas service is located on the alternate lot line and said service connection shall be installed prior to the completion of the fill. 5-1. General Provisions All improvements specified or implied on the Definitive Plan shall be constructed or installed by the applicant in accordance with the provisions of this Section of the Rules and Regulations or as directed by the Board. The applicant shall furnish all necessary materials, labor, and equipment which may be required to complete the work called for or implied on the Definitive Plan, including all related expenses. Items not specifically mentioned herein shall be constructed in accordance with the latest revision of the Standard Specification for Highways and Bridges of the Massachusetts Department of Public Works (hereinafter referred to as the Department's Specifications); unless specifically directed otherwise by the Board. All work performed by the applicant as a consequence of these Rules and Regulations will be subject to the review and acceptance or approval of the Board. Therefore, the Board may employ a Registered Professional Engineer to act as its agent for the inspection of the work. In order that the Board's Engineer may properly inspect the work as it progresses, the applicant will keep the Engineer informed of the progress of the work, and shall at any time, provide safe and convenient access to all parts of the work for inspection by members of the Board or its Engineer or such persons as the Board may designate. No work will be approved which has been covered prior to inspection by subsequent work. Reference should be made to Section 6 for inspections required by the Board. 5-1.1. Construction Details and Standards Construction details and specifications shall comply with the standards'contained in the construction specifications and standards volume which is available from the Engineering Section of the Barnstable Department of Public Works for a nominal fee. 5-2. Subdivision Layout The subdivision, including all way and lot lines and all drain lines and utilities shall be laid out as to line and grade by a Registered Land Surveyor and a certificate filed with the Board to this effect. Stakes for line and grade, clearly marked with the proper station shall be maintained throughout construction. Any work which, in the opinion of the Board, has not been properly laid out or does not conform to the Plans may be checked by a Registered Land Surveyor employed by the Board. If the Board determines that such work does not conform to the Plan, the applicant shall pay all costs which the Board incurs as a consequence of checking the work. The Board may require the removal and correct replacement of any work which has been incorrectly laid out. 5-3. Clearing, Grubbing and Excavation The entire area to be occupied by the roadway plus an additional four (4) feet or extending outward to the toe of slopes in fill areas, whichever is greater, shall be excavated a minimum of fifteen (15) inches below finished grade in cut sections or as necessary to remove the topsoil in fill sections or such greater depth as may be required by the Board's Engineer if soft or yielding material, clay, peat, silt, sand pockets, boulders or rocks, organic materials, or other material detrimental to the subgrade is encountered. All fill or undisturbed material shall be non-frost susceptible and shall contain not more than three (3) percent passing the 0.02 millimeters sieve for a minimum depth of three (3) feet below the finished roadway grade. Trees intended to be preserved shall be protected from injury by suitable boxes, or fenders, or wells if in fill. The Board's Engineer will make an inspection when this phase of the work is completed. 5-4. Erosion Control Measures The erosion control plan shall include the use of erosion control measures recommended by the Soil Conservation Service for use during and after construction. 5-4.1. Erosion Minimalization Stripping of vegetation, soil removal and regrading shall be accomplished so as to minimize erosion. 5-4.2. Duration of Exposure The duration of exposure of disturbed area shall be kept to a practical minimum. 5-4.3. Temporary Erosion Control Temporary vegetation and/or mulching shall be used to protect exposed critical areas during development. 5-4.4. Permanent Erosion Control Installation Permanent (final) vegetation and mechanical measures to stabilize the land surface and control erosion shall be installed as soon as practicable after construction ends. 5-4.5. Protection of Permanent Drainage Facilities Until a disturbed area is stabilized, permanent drainage facilities including, but not limited to, catch basins, pipes, retention basins, grass swales and infiltration devices, shall be protected from sediment in run-off water by the use of temporary drainage facilities such as debris basins, sediment basins, silt traps or other acceptable methods. I 5-4.6. Dust Control During grading operations, methods of dust control shall be employed wherever practicable. 5-5. Drainage System 5-5.1 Conformance to Department's Specifications The construction of the drainage system, including methods of construction and quality of materials shall conform to the applicable sections of the Department's Specifications except as modified hereafter or as directed by the Board's Engineer. 5-5.2 Storm Drains Storm drains shall be constructed of reinforced concrete pipe or aluminum pipe of a strength or class adequate to withstand the H-20 live loads and dead loads which the pipe will be subjected. All joints shall be securely mortared or clamped. Pipe shall be a minimum of twelve (12) inches in diameter. 5-5.3 Catch Basins All catch basins shall be constructed of air entrained cement concrete, and a standard square frame and grate, with square holes, and a granite mouth frame shall be furnished and set. All catch basins shall have an inside diameter of at least six (6) feet, shall be constructed with a minimum depth of four (4) feet below the invert of the outflow pipe, or the bottom of the pipe trap whichever is lower, and as otherwise shown in accordance with the latest revisions of the construction Standards. 5-5.4 Manholes All.manholes shall be constructed of the same materials as permitted herein for catch basins except that a standard heavy twenty-six (26) inch diameter cover and frame shall be furnished and set and all other details shall be as shown in the Department's Standards for manholes. 5-5.5 Subsurface Drainage System The subsurface drainage system as shown on the Definitive Plan or as ordered by the Board during construction shall be constructed of not less than 6 inch diameter perforated polyvinyl chloride (Schedule 40) pipe with perforations turned up, and laid to line and grade. 5-5.6 Headwalls All drainage pipe shall end in an air entrained cement concrete or air entrained cement masonry headwall having dimensions as specified in the Department's Standards and constructed in accordance with the Department's Specifications. 5-5.7 Compressive Strength of Concrete The air entrained cement concrete shall have a minimum compressive strength of 3,000 pounds per square inch after twenty-eight (28) days curing. 5-5.8 Tide Gates All tide gates shall be of standard manufacture, of the same size as the outfall pipe, elastomer synthetic fabric type and subject to the approval of the Engineer. 5-5.9 Inspection Required Prior to Backfilling The Engineer will inspect the completed drainage system or sections thereof prior to placing any backfill. 5-5.10 Backfill Specifications All trench backfill for the storm and subsurface drains and other backfill within the limits of the way shall conform to the base course requirements and shall be deposited to required subgrade.in not more than six (6) inch layers and compacted to 95 percent of the maximum dry density as determined by modified Proctor Test, in accordance with ASTMC-1557, Method "D". 5-6. Utilities 5-6.1. Responsibility The applicant shall provide and install all necessary materials, appurtenances and equipment to complete the utilities as may be required by the Definitive Plan in a manner acceptable to the officials or agency having jurisdiction of each service as previously mentioned herein. All costs incurred by the applicant as a consequence of installing and maintaining such utilities as the Board required shall be paid by the applicant, including all costs which may be incurred for any reasons whatsoever. The Board will not take any action to have the applicant reimbursed for any costs so incurred. 5-6.2. Submission of finalized utility plans. Prior to the beginning of construction of the road, the applicant shall submit to the Board's Engineer for his approval finalized plans of the various utilities PP 9 PP including: water, sewer, electric, telephone, gas and cablevision. The finalized plans shall be approved in writing by an authorized representative of the utility company involved. 5-6.3. Fire Alarm System Specifications The fire alarm system connection will be made by the Fire District using materials which shall be furnished by the applicant as specified by the Fire Chief. 5-6.4. Hydrant Specifications The type of hydrants and type and size of pipe serving the hydrants shall be as directed or approved by the Fire Chief. 5-6.5. Water System Specifications The type and size of pipe, fittings and appurtenances for the water system shall be as directed or approved by the Fire District or Water Company. 5-6.6. Sewer System Specifications All materials and work in connection with the sewer system shall be as directed and approved by the Sewer Commissioners or authorized agents. 5-6.7. Street Light and Electric Power Installation All materials and work in connection with the street lights and electric power service shall be as directed and approved by the Manager of the Electric Company. 5-6.8. Notification of Backfill and Paving All work in connection with the utilities shall be left uncovered until such time as the Board's Engineer permits the backfill to be placed. The applicant shall notify all companies with utilities installed or to be installed within the ways as to the date and time the applicant intends to place the gravel base course and the paving so that such utility company may properly record the location of pertinent features'of the system so that they will not be covered or lost as a result of the paving operation. 5-6.9. Backfill Specifications All trench backfill material for the utilities within the way limits shall conform to the base course requirements and shall be deposited to required subgrade in not more than six (6) inch layers and thoroughly tamped, not puddled, to 95 percent of the maximum dry density as determined by modified Proctor Test, in accordance with ASTMD-1557, Method "D". 5-7. Fill All.fill material which may be required within the exterior lines of the way up to the twelve (12) inch gravel foundation shall be of clean gravel or other suitable material as approved by the Engineer and compacted to 95 percent of the maximum dry density as determined by modified Proctor Test, in accordance with ASTM-1557, Method "D". All utilities including but not limited to storm drains, subdrains and drainage structures and sewers if required within the way lines shall be installed prior to the completion of the fill. This shall include the installation of each service pipe, sleeve or conduit to the front lot line of each lot in i the subdivision. Upon completion of the fill and the backfill of all service trenches, the work will be inspected by the Board's Engineer. Subsequent work shall not commence until the Engineer has approved the fill as acceptable for the application of the roadway foundation material. 5-8. Roadway Foundation A minimum of twelve (12) inches of clean gravel, as approved by the Engineer, shall be deposited in not more than six (6) inch layers for the full width of the way so as to form a roadway foundation which shall be at all points parallel to the finished grade of the roadway surface. The gravel shall be compacted to 95 percent of the maximum dry density as determined by the Modified Proctor Test, in accordance with ASTMD-1557, Method "D". The gravel shall consist of processed gravel for sub-base meeting the Massachusetts DPW Specification Number M1.03.1 to the following gradation: Sieve Size % Passing by Weight 3" 100 1 112" 70-100 314" 50-85 No. 4 30-60 No. 200 0-10 The Engineer will inspect the roadway foundation after the compaction of each six (6) inch layer, and, after the approval of the completed foundation. Where it is acceptable to both the applicant's engineer and the Planning Board's Engineer, an alternate roadway foundation may be utilized consisting of minimum of six (6) inches of dense graded crushed stone in conformance with the Massachusetts D.P.W. specification M 2.01.7. In general the use of dense graded crushed stone will only be permitted where the underlying material is suitable, well draining, and structurally sound. The dense graded crushed stone shall conform to the following gradation: Sieve Size % Passing by Wei'ht 2" 100 1 112" 70-100 314" 50-85 No. 4 30-55 No. 50 8-24 No.200 3-10 The sub-grade and each six (6) inch layer of gravel shall each be compacted with a minimum of three (3) passes of a vibratory roller. Additional passes shall be made as required to achieve the 95% density required. 5-9. Roadway Surface 5-9.1. General Provisions All roadways shall be paved to conform with the finished grade and width as specified with Class I Bituminous Concrete Paving Mass. Type 1-1 in accordance with the Department's Specifications and i subject to the approval of the Engineer. The applicant shall submit a specification job-mix formula to the Engineer for approval prior to starting the work, and a test report verifying that the minimum temperature of each load is 350 degrees Fahrenheit. 5-9.2. Minimum Depth Requirements After Compaction Type Street Binder Course Finish Course Major 2.5 inches 1.5 inches Secondary 2.0 inches 1.0 inches Minor 2.0 inches 1.0 inches 5-10. Sidewalks Sidewalks shall have a finished grade in relation to the roadway as shown on the "Typical Road Cross- Sections" and shall be constructed of Bituminous or Portland Cement Concrete. The gravel foundation shall be a minimum of six (6) inches in thickness and shall otherwise conform to the requirements of the Roadway Foundation. Sidewalks shall have transverse slopes or crowns of three-eights (3/8) of an inch per foot. Bituminous concrete sidewalks shall consist of one (1) inch of Type 1-1 binder course and one (1) inch of Type 1-1 surface course after compaction. Portland Cement concrete sidewalks shall be 4 inches thick and constructed in accordance with the Department's specifications. Sidewalks constructed of all-weather materials other than bituminous concrete may be approved if they are deemed appropriate by the Planning Board. 5-11. Curbing and Berms 5-11.1 Requirements Cape Cod type bituminous concrete berm shall be provided on all roadways unless otherwise approved by the Planning Board. In the following situations, vertical or sloped granite curbing shall be provided in place of bituminous concrete berms: 1. In or adjacent to urbanized village centers. 2. Along the side of the traveled way to protect sidewalks where there is less than a four (4) foot grass strip separating the traveled way from the sidewalk. I 3. Where adjacent streets have granite curbing and the Planning Board determines that the granite curbing shall be extended into the subdivision. 4. To delineate traffic islands or where otherwise needed to improve traffic control. 5. In commercial or industrial subdivisions where the Planning Board determines they are necessary to adequately channelized traffic. 5.11.2 Specifications Curbing and berm shall be of the following dimensions and types. Curbing and berm materials and installation shall conform to the applicable "Department's Specifications." Description 0 Type 0 Width °Hei hts 0 Length i Bituminous Concrete°"Cape Cod" 1 foot° 3" °Continuous O O O O Vertical Granite ° VB 0Y 015"-17" ° 3' to 10" O O O O Sloped Granite ° SB 011"-13"° 3"-6" °2'to 6' 5-11.3 Cape Cod Berms Cape Cod bituminous concrete berms shall be constructed monolithically with the bituminous binder and top courses. Berms shall be one foot in width. The berm shall be even with the gutter on the road side and 3 inches higher than the gutter on the shoulder side of the berm. 5-12. Grass Plots 5-12.1. Requirements A grass plot shall be provided on each side of all roadways according to "Typical Road Cross-Sections". (See Appendix). The finished grade of the grass plot in relation to the finished grade of the roadway shall be as shown on the "Typical Roadway-Cross Section." 5-12.2. Specifications The top six (6) inches of grass plots and side slopes (cut or fill) shall be good quality loam as approved by the Engineer and shall be screened, raked and rolled with a hand roller to finished grade. The loam shall be seeded with lawn grass seed applied in sufficient quantity to assure adequate coverage and establish growth. The applicant shall perform sufficient cuttings and maintain the grass plot until such time as the street is accepted by the Town or the Board finds that the subdivision is complete. 5-13. Street Trees Street trees, with a caliper of not less than two and one half (2 1/2) inches Jn diameter, and of a species approved by the Tree Warden, shall be planted on each side of every street in the subdivision wherever, in the opinion of the Planning Board, existing woodlands or individual trees are absent or not retained. Trees shall be located outside the exterior roadway lines unless located in Green Strips (see Section 4- 5.4), at 30 foot intervals unless otherwise specified by the Superintendent of the Tree and Park Department in accordance with general practice in the Town. At the discretion of the Board, an easement, of such width as requested, outside the exterior way lines may be required for the planting of trees. 5-14. Side Slopes The area outside the traveled way in cut areas shall be sloped at a rate not steeper than three (3) to one (1) until it intersects the finished grade of the abutting lots, except as may be required for sidewalks. All such slopes shall be loamed and seeded as previously required for grass plots. 5-15. Guard Rails Guard rails shall be installed where warranted as indicated on the figure in the Appendix and where required by the Board. Guard rails on Major and Secondary roads shall be steel beam highway guard rail Type SS in accordance with the Massachusetts DPW standards. On minor roads, steel backed wood rail in accordance with the National Park Service standards may be used in the place of steel beam guard rails where permitted by the Board. . 5-16. Monuments Granite or Reinforced Concrete Bounds shall be set at all street intersections at all points of change in direction of curvature of streets, and at other points where, in the opinion of the Board permanent monuments are necessary, but in no case more than (500) five hundred feet apart. Monuments shall be at least five (5) by five (5) by thirty (30). The cap shall be as specified by the Board. The bounds shall otherwise conform to the Department's Specifications and shall not be set until all construction which could disturb the monument is completed. 5-17. Street Signs Street signs of the type specified by the Department-of Public Works and bearing the names of the intersecting streets, as indicated on the Definitive Plan shall be erected at all intersections of streets in the subdivision. Such signs shall be subject to the approval of the Board. 5-18. Cleaning Up The entire area of the subdivision shall be cleaned up so as to leave, in the opinion of the Board, a neat and orderly appearance free from debris and. other objectionable materials. All catch basins and manholes shall be cleaned out. Following the completion of this and other items of work as required herein, a final inspection will be made. 5-19. Maintenance If released from restrictions with regard to sale of lots or buildings on lots by the posting of a performance bond or other security, the applicant shall maintain the roadway for vehicular traffic in a manner satisfactory to the Board. Further, the applicant shall.maintain the roadway in a subdivision in a condition which meets all the above requirements to the satisfaction of the Board either until acceptance of the way by vote of the Town, or for a period of one (1) year from the date of release of the security. A retainage fee is required to cover this period of time, see Section 3-6.16. i ATTACHMENT "B" Related Information And Specifications From Engineering Department. 1. Unpaved Road Standard 2. Paved Road Standard 3. Cul-de-sac Diagram/Specifications 4. "T" Turn around Diagram/Specifications -2 d -7 J'7 Geiler, Tom �— From: Burgmann, Bob Sent: Thursday, January 24, 2002 11:41 AM To: Geiler, Tom Subject: RE: Waquit Road (Cotuit) lot It is my understanding ( better check with Bob Smith ) that once the , " Planning Board releases the covenant on a lot, the do not have any more control over the access question. The question of frontage and acceptable access the rests with the Building Commissioner when he is asked to issue a building permit. We are working with Peter and the Fire Departments to produce an access policy. -----Original Message----- From: Geiler, Tom Sent: Wednesday, January 23, 2002 4:51 PM To: Burgmann, Bob Subject: FW: Waquit Road (Cotuit) lot Bob; can you take a look at this and give me a call. 4670 -----Original Message----- From: Klimm, John Sent: Wednesday, January 23, 2002 4 :40 PM To: Geiler, Tom Subject: RE: Waquit Road (Cotuit) lot TOM- THANKS FOR THE INFO. COULD YOU TOUCH BASES WITH BOB BURGMAN 'TO SEE IF THAT IS HIS UNDERSTANDING, BECAUSE IF IT IS, I'LL JUST RECOMMEND THAT HE GO TO THE PLANNING BOARD. JOHN From: Geiler, Tom To: Klimm, John Subject: Waquit Road (Cotuit) lot Date: Wednesday, January 23, 2002 1: 15PM I am advised the applicant for a building permit is required to provide satisfactory evidence of ,adequate frontage and access to a lot before a building permit is issued. The Planning Board subdivision control regulations sets specifications for road improvement requirements. The requirements include minimum width, minimum road surface requirements, and drainage requirements to ensure the road is permanent and that water run-off does not negatively impact neighboring properties. The Fire Department and the Town engineer also have input into road construction to ensure adequate access for emergency vehicles and to minimize any Town liability. The subdivision control regulations would require at a minimum, a paved road, 14 ' wide with drainage protection, from Poponesset road to the subject property or the same construction from the other direction ( a longer distance but less of a grade change) . The applicant could petition the Planning Board to allow a lesser improvement to preserve the rural character of the neighborhood or for some other compelling reason. The applicant has not filed' any request with the Planning Board as of yet. Office 508 862 4670 Fax 508 778 2412 1 01/17/02 12:59 FAX z of �•� 4 Town of Barnstable i Engineering Department n° 367 Main Street, Hyannis, NIA 02601 FAXDate: — 0 Number of pages including cover sheer: To: ./OQ,f /�' �/ Ilia From: Stephen Seymour Engineering Department Phone: Phone: 508-862-4086 Fax phone: ,t`ocf'-'A® a.?lam Fax phone: 508-8624711 CC: REMARKS: P `¢G y 0%-t A o6q -aver �t 4 c®may eor ® mgE c. w Cl i i� cam/ OF THE T� Town of Barnstable ,,,MSMLE, : Department of Public Works MLAMv� , .639n. ,�� Engineering Division 'OtenMnrA 367 Main Street,Hyannis MA 02601. Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A. Burgmann Town Engineer DATE: January 16, 2002 TO: Peter DiMatteo, Building Commissioner FROM: Robert A. Burgmann, PE, Town Engineer SUBJECT: Waquoit Road, Road Improvements to lot Map 19 Parcel 179 I have reviewed the paper road for suitability for access to construct a house on the subject lot and have the following comments and make the following recommendations: 1. The lot only has frontage on a paper road: First it is recommended that the applicant provide verification that they have rights to construct a road and use the paper road as access to this lot. Secondly the paper road needs to be constructed to provide adequate physical access to the property. 2. In order to provide adequate access I recommend that Waquoit Road between Pine Ridge Road and Poponessett Road be paved and otherwise properly constructed to the standards contained in the Planning Board Rules and Regulations. Due to the steep grade (greater than 5%) of the existing topography the road will need to be paved in order to prevent erosion of the road. 3. The road construction needs to be properly designed by the developers engineer to include adequate drainage to handle runoff from a 10 year frequency storm, a sound road base consisting of 12 inches of gravel meeting Town Specifications placed and compacted on top of compacted non frost susceptible material that has also been compacted, and a three inch thick, 18 foot wide bituminous concrete pavement mat placed in two courses. The binder course needs to be placed 18 feet wide and the top course placed with a 16 foot wide traveled way with 1 foot wide "Cape Cod" style berms on each side of the traveled way. Pavement courses shall consist of a 2" thick binder course and a 1" thick top course. Gravel and sub grade shall be compacted to at least 95% of standard procter density. Road shoulders shall be graded, loamed, seeded and maintained until an acceptable stand of grass is established. 4. Utilities including water, electric, telephone, and cable need to be designed and installed in accordance with utility company requirements. 5. The developer's engineer needs to submit a plan of the proposed road improvements for acceptance by the Town. r 6. Once the plans are approved, the Town's Engineering office needs to be contacted at least 48 hours before beginning work on the road to allow time for the Town to schedule inspections of the work within the road layout. Copy to: Stephen Seymour, Project Engineer Frank Schlegel, Records Manager SGS: File:J;bldg_rds/waquoit/bldg_1 Dk) - o , o \\JJ C-0-ru IT r T Cotuit Fire Dept. OT u P.O. Box 1632 d�' Cotuit, MA 0263S 508-428-2210 0 MEMORANDUM To: Richard Barry Q From: Chief Paul Frazier fy Subject: Access to 20 Waq oit Road, Cotuit Date: December 6, 2001 This memo is in response to your question regarding access to 20 Waquoit Rd., Cotuit. Our primary concern is that access is adequate not only now, but in the future so emergency vehicles can respond with minimal delay. We are currently working on a consistent guideline for all the Town's Fire Districts regarding access to .properties where no paved access exists. Paved access is preferred but we understand that construction of a single home may not warrant: the expense. In lieu of an approved Town wide guideline, and consistent with what we have asked of others making similar requests, we have outlined our requirements below: 1 . Roadways shall be fourteCe � feet in width. The width may be reduced to 12 ft. based on the type of trd-shrubs-pieser�t--or�the road shoulders. Road � material must be "hard packed" and built to withstand erosion and exposures that may cause wash-outs, potholes or "soft" areas. The road surface shall support fire apparatus during all seasons of the year, 2. Trees overhanging the road shall be limbed up to a minimum of 14 feet to V allow passage and prevent damage to fire apparatus. 3. A plan shall be developed by the property owner's) to maintain adequate clearances for the passage of fire apparatus in the future as regrowth occurs. 4. Street signs as appropriate shall be posted. House numbering shall comply with Town of Barnstable regulations. For this particular lot, engineering might assign a street name for Poponessett Road vs. Waquoit Rd.; consult with the Town's engineering department prior to any further legal or site work. Consultation with'the Building Department is also important to conform to their regulations. 5. Drainage should be managed on roads and road shoulders to eliminate the ` possibility of water accumulations due to poor soil conditions, topography, or other factors. .if you have further questions, concerns or comments, please contact me. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , �-, m / �C(J IL DATA ! _ � �.�.-_.._-- ���� tiu 7m is•R • � �v'" ,r►- ""'":sue � i •del ib , •o. ,a• ®A Y M w..... f •Y ! ,moo N 'Y i • a •r s.1 to . w 9 s l6T t �I 'go e�Ar .'. _ fig- ..act,0 .)r001 [1•tY6 Is t1 ♦� r fa•. • FK 1/[1 f _f )!Y 1 t.1. q •i)O Y./. •)•i i t./. i 0qf Ctr!%TOtITcT[ )M•IWFaa 01\ar{ / f 1` l• �� 1-_�. ' N aYsrw f0{twr+•t!M..!{r/a1a. ./�' •O T • •00.0 )i �' 1 I ! O O fr/atT / :• rl .. 11`\j I III T t C� I Caat I •!00 11/ A r. _ - r I � � �• ' r•Y•r •a)\ 1.1• s.1a,f•wwn 1 �J . • wnn�: j . , 1~ • / r/IYN.aIr•I{rrlf TOY[�•IW/T0 "`��Z— 1 •Y•0.•.1.0• ". [/ l•ra 1 . - ;° a Eor a\rvn■r"ctar Irr•o•tr[Ytt OF r4004140-0 v9r11l. COTY.Y as\i OrA•l( •10•. I I rOra{0 I :frBaaa • 0 aar•lf fOt Y{f)ATY 1 0 ir01•a E'r6t 46/0.a i.0 r.6alYr C. ta4104 •.L.1. Y ! • a{{r/t.fl/.••Ir 40T1 Y•a•a 1r1 a\IY.•1a![■ 1 •a1a[ ••l•\[ 1 f,, - 1[0.1[0•.t t�.[0..T0.Nm • C4r1•Ia 4•0. tOr\Ylcr.■oaf. 1 . aal•1 trarr Io•Olrm Of 0rtl T•ala Il•r0AI 1.100 aa•aa ..••' ia/T[r0[r Iota 0[EO'.•a/ t•••ta•r 1 C[at11f I.-T TIla %.Ia r•a sa{■ f.&PA&aa aa01 i a •eeoaal\ta rl•r 4[ .610 {w//►•aarurtw rtar••/•r1.uaT 1..[A[.• - - .` .,—_---_--- 1 Property Location: 20 WAQUOIT ROAD MAP ID: 019/179/// Vision ID: 823 Other ID: Bldg#: 1 Card 1 of 1 Print Date:12/17/200109:55 SPARICIO,ELIZABETH A TR Description Code Appraised Value Assessed Value ELIZABETH A SPARICIO FAMILY TRUST ES LAND 1310 96,000 96,000 1052 JEAN DR 801 SAN LUIS OBISPO,CA 93405-6222 Barnstable 2002,MA !,,I�gp"i'mq% IM', WWWW"ID0 TA74,1111,: 4dditional Owners: ccount# 7691 Plan Ref. 307/092 Tax Dist. 200 Land Ct# Per.Prop. #SR Life Estate #DL I LOT 2 Notes: VISION #DL 2 GIS ID: 823 Total 96,000. 96,000 SPARICIO,ELIZABETH A TR 13144/210 07/25/2000 U V 0 IF Yr. lCode l Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value SPARICIO,ELIZABETH A 296.9/346 Q 0 2001 1310 96,0002000 1310 42,000 1999 1310 42,000 Total: 96,0001—fo-t—al., 42,000, Total., 42,000 Year TypelDescription Amount Code Descripti n Number Amount Comm.Int. &JUMMA"Op Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 Total. Appraised OB(L)Value(Bldg) 0 Appraised Land Value(Bldg) 96,000 Special Land Value Total Appraised Card Value 96,000 Total Appraised Parcel Value 96,000 Valuation Method: Cost/Market Valuation Net Total Appraised Parcel Value 96,000 0,-u Permit ID Issue Date Tvpe Descri tion Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result "J B# Use Code Description Zone D Frontaze Depth Units Unit Price I Factor S.I. C.Factor Nbhd Adj. Notes-AdIlSpecial Pricing Adj. Unit Price Land Value 1 1310 of Dev Ld RF 2 1 1.00 AC 100,000.00 1.00 5 1.00 OIBC 0.96 SPCL(1.,U13)Notes:13 1VAC. 96,000.00 96,000 Total Card Land Units 1.001 AC I Parcel Total Land Area: 1.00 AC I Total Land Valk 96,000 Property Location: 20 WAQUOIT ROAD MAP ID: 019/179/// I901sion ID:823 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 12/17/200109 P F X .........I... All" Element Cd. ICh.I Description Commercial Data Elements Style/Type 9 acant Land Element Cd. Ch. Description Model 00 Vacant Heat&AC Grade Frame Type Baths/Plumbing Stories Occupancy Ceiling/Wall Rooms/Prtns Exterior Wall I %Common Wall 2 all Height Roof Structure Roof Cover ntenor Wall I 2 Element Code Description actor Interior Floor I Complex 2 Floor Adj Unit Location eating Fuel Heating Type Number of Units AC Type Number of Levels %Ownership Bedrooms Bathrooms Total Rooms nadj.Base Rate 1.00 ize Adj.Factor 0.00000 ath Type Grade(Q)Index 0.00 Kitchen Style Adj.Base Rate 0.00 Bldg.Value New 0 Year Built 0 Eff.Year Built 0 Nrml Physcl Dep 0 Funcnl Obslnc 0 Econ Obsinc 0 Code Desrrintinn Pprrpntage Specl.Cond.Code 1310 of Dev Ld 100 Specl Cond% Overall%Cond. 0 Deprec.Bldg Value r".116 ...... !W-," Code Description LIB Units Unit Price Yr. Dp Rt %Cnd I Apr.. Value Code Description LivingArea Gross Area Eff.Area Unit Cost Undeprec. Value TM Gross Liv Aease Area 0 0 0 Blde Val: THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A i I m / � IL DATA c —a � I _ _ 7 4J -- a. - — -- -- ---• I i2 �i 1s�1 C4 " tia Qv /�� a4�.• t� �Y jG l 6 t=� as ar .eae•<. ,. 7 - j � ;'� . 1. f O � ..,•w�a a�•af.aYw fiat ' .Y � ,, a• •a♦ � \ r tea..!u awr,ra.•y+.fc. � 9. . .e^ ��. .�. a.�w�•f if:nr ,aa las -�. • af.�e aia..aa _ ,t(�2r3t'!91:•2fiY.Llf�— •I•aa .9• . . , - 1 � is ' .a.al n.l•l • ♦.i_ aaa t.; , V'' I a•• '.• •..•a!•w<a..o...✓.i.n w•!•+,.a.a♦ a � . Fe •naif.aiSl_•a^9 .. ^ •♦ t<.wf• ,V+._9c.', •1 a ao�a• � 1 i <tf•.!. a uSaY• of ao •�Va¢f6 fain i01o•♦ I JRN 07 2002 12: 19PM HP LASERJET 3200 508-778-6866 p.8 • Cotuit Eire Dept. G®TVd�► P.O. box 1632 Cotuit, MA 02635 508.428.2210 ��'• MEMORANDUM To: Richard Barry From: Chief Paul Frazier 4 Subject: Access to 20 WaqYjoit Road, Cotuit Date: December 6, 2001 This memo is in response to your question regarding access to 20 Waquoit Rd., Cotuit. Our primary concern is that access is adequate not only now, but in the future so emergency vehicles can respond with minimal delay. We are currently working on a consistent guideline for all the Town's Fire Districts regarding access to properties where no paved access exists. Paved access is preferred but we understand that construction of a single home may not warrant the expense. In lieu of an. approved Town wide guideline, and consistent with what we have asked of others making similar requests, we have outlined our requirements below: 1 . Roadways shalt be fourteen$and14) feet in shrubswrreth. The sent on thetro road shoulde be rs. Road ed to 12 ft. based on the type of tree P material must be "hard packed" and built 10 withstand erosion and exposures that may cause wash-outs, potholes or "soft" areas. The road surface shall support fire apparatus during all seasons of the year. 2. Trees overhanging the road shall be limbed up to a minimum of 14 feet to allow passage and prevem damage to fire apparatus. 3. A plan steal{ be developed by the property owner( the future as regrowth occurs. clearances for the passage of fire apparatus 4. Street signs as appropriate shall be posted. House numbering shall comply with Town of Barnstable regulations. For this particular lot, engineering might assign a street name for Poponessett Road vs. Waquoit Rd,; consult with the Town's engineering, department prior to any further legal or site work. Consultation with the Building, Department is also important to conform to their regulations, 5. Drainage should be managed on roads and road shoulders to eliminate the possibility of water accumulations due to poor soil conditions, topography, or other factors. if you have further questions, concerns or comments, please contact me. I.l a II.L!. I .. i..• , W!,_I IiAI I 1 i tIJ+vIL 1:. N1i(^l, 1955 18:40 918a20524926 PAS Q1 1^i0z M 80 FAA ®p$ a Tower of$urnstable i t) Oepeslaeetat at Pmbik W4111 e Y bt�irihte 367 Main SavA Hyannis MA 02601 Office; 306-t162AWl6 Tho w 1.MWbn,Direwor Fys 306-$Q47 i i Rosen A.Dwrpnson "ft�w,Eajl000r DAM; January 16. 2002 ti TO; Peter OlMattoo, Building Cornrni5sioner FROM Acbert A. l3urflmann.PE, Town Engineerirlt� ttlUBACT. Waquoit Road, Road Improwtvnente to lot Map 19 Paroel 179 I have reviewed the paper road for suitability for access to construct a house on the subject lot and have the following commairAa and make the folbvM9 Mcorrtmendations: 1. TWIN- atily'has~frontage err a paper mace Flrot it Is recommended that the applicant provide verification that they have rights to construct a road and use the paper road as access to this lot. Secondly the paper road needs to be constructed to provide adequate physical access to the property. 2. In order to provide adequate access I recommend that W"uon Road between Plms Ridge Road and Poponeseett Road be paved and otherwlme properly constructed le the standards contained In the Planning Board Myles and Regulations, Due to the steep grade (greater than sib) of the existing topography the road will need to be paved in order to prevent erosion of Vie road. 3. The road cor+structlen moods to be property designed by the developers englneer to include adequate drainage to handle runoff from a 10 year frequency storm, a sound road bass eonoWng of V inches of gravel Meeting Town$prs4iflestlons placed and compacted on top of compaatsd non frost susceptible Mateflal that has also been compacted, and a three Inch Mick, 18 toot wide bituminous omwets pavement mat placed in Iwo courses. The binder course needs to be placed 18 feet wide and the top course placed with a 111111 foot wide traveled way with 1 foot wide*Cape Cod"style berms on each side of the traveled way. Pavement courses shell consist of a r thick blmder course,and a In thick top course. Gravel and sub Qrade shall be compacted to at least 05%of standard pnvcter density. Road shoulders shall be groded, loomed. seeded and maintained until an acceptable stand of grass is established. 4. Utllttles Including water. electric,teNphone,and cable need to be designed and inrctalled in a000rdenos with utility company requiremer►ts. S, The developers enpimser needs to submit a plan of the protsossd road imprOvements for Socoptance by the Town. r _ s T:'. I . ri.U-il bLk,,:, Jan 1 2002 13:5(' P.03 y9F 18:40 918028624926 PAGE 82 f t k `ti, �t .t C Once the *na are NVOOVed, the Town's Enginser1mg office needs to be contested at least 48 hours before beginning woo*art Vo rood to allow time for the Town to schedule inepecOorist of the work within the road layout, t Copy to- Stephen Seymour,Protect Engineer Frank Schlegel, Records Managor eli8:F�:J;ddq,,,rODAde0Y0iVbl�1�.1 i; 1 � �- 20 Waquoit Road - Cotuit DAVID DEL NEGRO 20 WAQUOIT ROAD COTU IT, MA 02635 - 508-420-2897 (�----��- 3'-011 MAP: 019 LOT: 179 WINDOW WINDOW WINDOW ( WINDOW LEGEND - : .LIGHT 31�311, • '. � S�(.b � Map Base Default _ � 42'7811 � LIGHT _ LIGHT 1 !] Z 1432 S.F. I-BEAM I BEAM 9-- — — — — —O— LIGHT — — 23'-511 3 0O BOILER H.W.TANK r`, Ex. Wall X-Sect. z e LIGHT LIGHT KEY MAP (� Q STAIRS 39'-8" - Floor Joist m]ol° - DIM? WASTE PIPE I /sxb 01.11 °"�° /mb n1°390 owue omne b33' /1Yb /J]1 Y7311 Y777 •p 1114 01Y11] O 1, w]bl1 o1000e 2301 M341 So /SJ4 �g°'4JU 019M 8 019110— bI0n0n 01.121 NmEYN�Y / i fez 2� 0 OIOw3t . III • 1944 OIeOw o1Y180 y/pygERR O lW I - '-201-011 0 I Rs z I /md btYlNd i w]010 019171 3 _ I-BEAM — — �- _ I d " /e° O003 e amnY m bl Ylez ® • ' OIeOa°wz ® /111/906 O101e'" BIYn] /1303 N`Ee LIGHT _ .0 142 IZLO slew? ' bIB'oD9007 flog a rw 1 3'-0" 01e124 8'-1 Y2" .. Q bbewe glen° wU LIGHT - /.m V 4170 o7en1 blear+ — — _ — — 7'-8" 63 FE olev? 01Nanz o3eaea mesa /0 /0 o 31-611 o Side View N 22'-8" 1-0 1/ 3 — WINDOW WINDOW _ u 3/_011 TYPICAAL GAS LINE WATERLINE EX. WINDOW 11_611 a. SCALE SHEET NUMBER —� 2" - 1'-011- ' PLOT DATE 1 Concrete Floor 2/13/2014 . - scale 3"- 1'-0° FILE NAME Existing Basement Plan 20 Waquoit lRoad - Cotuit DAVID DEL NEGRO 20 WAQUOIT ROAD COTUIT, MA WINDOW WINDOW WINDOW WINDOW — — — — — — — 508-420-2897 MAP: 019 LOT: 179 o N LEGEND 41'-911 Default ' Map Base t I 3 1357 S.F. 25-9" 7'- 9" II I I I 3 0O O 3'-9" I Prop. Wall X-Sect. 38'-911 STAIRS 6-0 BI-FOLD VENTED LOUVERED DOORS. I I I Floor joist KEY MAP 2x4 KD 15 o e4�0 ;o' e1c1,e elYl3e D311 OINJIe OIDtl4 f� - d elWll 1300 D]501 N30a ll�w I 1 11 �11 D3J4 0100°e 0301� Naa13 — 20 -0 — I D3aa a..q3 z Drywall U7008 01000J 3 3ej •m 0im9 °gin 01N1 J01J ' D e OIBOe3t D444 01906a O1N180 YBERR 2x4 KD a d 000,3 N� Dve p 010I 00' 1JI Dwa °m,e, N O 9 m DOD 003 �p + 01Y1 O 0101]0 Vw �Nx Rigid Insulation : . - e1=4�J � nlclss nlo'ua DroN D10o�' Dne C faR mPo09001 0 13';0�1 p483 mDl)6 0m,ea .. eJ 042 1200 010W1 Q ? 01000900a slog 8'-1 Y" 4 01J02 0N.21V 71-8 I omm .212 o ooa .� �. 01.9r1°1 0 mern 63Fe 21'-9" 01e1I7 °;T�1 U10086 UI91,9 D0 Y0 a N — WINDOW WINDOW ` C .d Q. SCALE SHEET NUMBER 2x4 PT 211 - 1'-0'1 Concrete Floor PLOT DATE Scale 3"- V-0" 2/20/2014 FILE NAME Proposed Basement Plan 20 Waquoit Road - Cotuit DAVID DEL NEGRO 20 WAQUOIT ROAD _ _ — — — — COTUIT, MA WINDOW WINDOW - WINDOW WINDOW - — — — — — — 508-420-2897 5 a3MV3es Our Our tl r 3NV3es ou our a3Ntl3as OUT our a3Nv3es REC our R MAP: 019 LOT: 179 0 o ®O - N o LEGEND v REC REC REC REC REC REC REC may}} -� N T T Ceidne Fen Ceili Fan $ �j}} Default Ceiling Fen x - Map Base REC _ ° REC REC REC REC REC REC REC 3 Recessed Lighting OUT Outlet REC REC REC REC REC REC REC I + + ♦ ♦ + ♦ + Q Phone Jack 0 L hO Ic I p Television Jack $ O SPEAKER 3 REC REC REC 0 REC REC $ - p Speaker Jack „ + Calling Fan r Ceiling Fan TTT 6-0 BI-FOLD VENTED \I / I ® Smoke Detector 00 STAIRS LOUVERED DOORS F)L(-5,"T Ai REC XREC REC RED REC REC REC y 0 KEY MAP ' $ I aasio emom meooi D111aee >' 1319 INU e771 BlYl la 01311 °o j no SP «a'. l /i1m4m1SEE 13e 8 3 /3e1 81811.Y�q BIBI]0 0l z 010aa7 _ O REC REC REC O gates e5e0 /roFc� 1n' O 10ro/2 b ,L} _ .3ee olomst m' 4 1'as 019008 elclso rse+�✓ . © OUT 1� ne w REC REC REC in 000 �xu e��l e1a171 -�1}} nr REC REC REC 00 7 $ z ut of -T f13- elww38z ® DI BIIII1 eleln eml wm T caiurreTFen T �o eaeo e 1a00= u WU /CBS a1411a 818I� /300 0 S17 B19110019 S e,la 1N �REC XREC { �1y -REC} , ¢ T T T mei:a ° • aoe�3 Izaz� } Ga Ag olella 0 eoea 631Ze /ro 018a OI no ele38z 13 DIM4816116 !inO �j MO SPEAKER inn 1(10 MO SPEAKER 11 i - WINDOW WINDOW SCALE SHEET NUMBER 211 - 1'-0" PLOT DATE 3 2/24/2014 FILE NAME Proposed Electric Plan 4 A l 20 Waquoit Road - Cotuit DAVID DEL NEGRO 20 WAQUOIT ROAD WINDOW WINDOW .WINDOW — WINDOW COTUIT, MA — - — 508-420-2897 BASEBOARD HEAT o MAP: 019 LOT: 179 S N 24'-0" LEGEND Default Map Base 1. s I I 0 3 0 : 0 z_ STAIRS 6'-0"BI-FOLD VENTED LOUVERED DOORS - 7'-0" m KEY MAP W N Q I 00]010 11'-0" m .3az� I®U;�q :408 ,�pJE /];;U,9,11UIBI09,1 341 3 0333 9399 I031f ,�� 01009E A391 1 On BASEBOARD HEAT I - 9rooe ��a' a•timB a z ISB, 019002 919I1,B�B 919,a9 01 B1 3 12 'IW Iro{;-•9 s m xE spa OR' ® 449s 91ww / ma115t. r9BR8 � . I I ..la 119194 °l91]1 Ia4 B,c1el Imo' 14 I+° /93 O a • o,m �3 ® 01918a p11q 91BOD490a �I111 /1� Om1J 14E9 s -. - 919994 p F /..aa BIBI]B 01919J - ] 9,990409]18124 OIB99 K I aE Q 0/232® 0: 61-099 m • 9939E3 gE Ot a', leo m 63 Fe OI9I77 9 �: 018084 91911E °Y 9 °, Im 1 N �—BASEBOA RD HEAT A, _ WINDOW WINDOW � i SCALE SHEET NUMBER 2111 — 1'-001 PLOT DATE 4 2/24/2014 FILE NAME Proposed Heating Plan LL,Is i 2 w Pr''j� 1 �rrFcfs r � IP x ' t IL , IL 6 OS to ►B O + ' O i T !' p• O 0 N B a - O s - • • ' R0BER7 A. IS DOROTHEA T. SILK - p L O T 2 s LOT 1 on o• t 0* 3 06.92 I G o.GB � Oi.40 1► ZlRIR• I AeRE oss�o S.F. ' s _ • MARCEL O LANDRT • + t + • ET •L Is•' .FRONTAGE • . 0 _ so •O• • M • • PLARMIIO BOARD APPROVAL DOES 0 1 O T a L 0 T 4 A•. ROT Ca"TITUT9 APPROVAL OF WAYS l O T 3' 13701 s / • 44230 G.F. M u sIIOWR rGR BIIlGwalaR PURPOSES. " 3 7 2 2 G F w ion G,. . � o o O t! Cs 71.98 2 0.00 1 0 1 - A Co \ ♦O. •• W 0 a a.GO �.. ,B7f• A \O N�RBN ROAD 1 .0' WIDE . PRIVATE •Ar 1 o NO BUILDING PERMIT TO BE IBBUEO TO SUBDIVISION O LOT 2 UNTIL STREET IMPROVEMENT! PLAN OF LAND I M OF WAGUO.IT ROAD AR[ MADE. C OT U I T s A R N•T A R L s MASS. • • F O R HOWARD F commons —RESERVES FOR sT 40X . i! APPROVAL NOT REQUIRED tr A REaU/DIVISION 0/ LOT! UNDER THE SUBDIVISION WILLIAM C. TAYLOR R.L.s. 120.12G.127.12G.12G,t30 ! CONTROL LAW. 1 B[AlE AYE NYE .101 AO SHOWN OM•►LLMOI SANDWICH . MASS. BAR" TAIL[ PLANNING BOARD '1 CERTIFY THAT THIS RAM HAS 899N PREPARED LAND B[LOMGi11G TO RODENT lCAL[ 1%401 SEPTEMBER I976 . 1! ACCOROAMC[ WITH THE I976 RULES B REBIILATIONs T. FOWLER SNOWINGiCOTUIT Ala.-�—� w • , Z-- OF THE REGISTERS OF eels. HIGNBROYMs.•ULY 1.I924•• WILLIAM C. A—LoR R.L.L ---- _____--- �►�+ N/F TOIW OF BARNSTABLE l MAP dsoAGDEM B 77, P 300 ONNP�P PARK�"- REMAINM EW N/F / (56MAP 314, LOT 52 TO►N OF BARNSTABLE / O MAP 33Z LOT 10-2 40' WIDE ACCESS EASEMENT N/F DEED BOOK 11464 PACE 88 PAUL LORUSSO, IRS •COBS 7T1USr DEED Boat 4036, PAGE 117/ 0 ATION OCEPEND04M PAW GuwABIf OF FLNT(SEE neE M F-1) REAEAN�Dpt ENTRUST \ MAP 314, LOT 26-001 SOUTH FLINT ROCK ROAD DEED 800K 1146Z PAGE 88 (ANCIENT WAY, SEE NOTE #I) EDGE // �Pl OF E=TNG N/F IRA WAY TOM OF BARNSTABLE MAP 33Z LOT 10-2 Evs7m AspxALr ROADWAY EDGE ME E1aAY PROPERTY UNE IS CIMM? OF •COBB TRUST IRAIQ.f9 WAY TRAVELED WAY ,. F .. . -\ -- --------------------\ SOUTH FLINT ROCK ROAD N/F (ANCIENT WAY, SEE NOTE' IDMN OF BARNSTABLE MAP 333, LOT 8.800 OQO \\ R.T. H F L LOCUS PROPERTY 0 m 7 EAL REALTY TRUST TR& \\\�J p ) DEED BOOK 5077, PAGE 300 SOUTH FONT ROCK ROAD RE.4L7Y TRUST \ �•' �' �. v \\ CONTAINS 4.5 ACRESt \ RCt�rA,� i d I N/r�(`O� '1 TONN OF BARNSTABLE N \\\\ DEED BMAP OOK 4, LOT 80, PAGE /85 \\\ TRq EWq y�A'Tt?R —•—_ 0� DEED BOOK 5077, PAGE 300 N/F TOWN OF BARNSTABLE \ TOW OF BARNSTABLE MAP 314, LOT 25-3 \\ I MAP 314, LOT 3 DEED BOOK 5077, PAGE 300 \ \ DEW BOOK 5077, PAGE 300 \\ \ \ J. N/F \ \ COUNTY OF BARNSTABLE \\\ \\ PQUCE,47RE TRAINING SCHOOL \ MAP 313, LOT 7 \\ \\ DEED BOOK 3759, PAGE 39 \ LINE OF BVW \ \ 22,000# SQ.FT. \ \ ��S FLINT ROCK POND , APPROVAL UNDER THE SUBDIVISION \ ROAD �� R \\\ CONTROL LAW IS NOT REQUIRED L \ \\ o \ FLINT \\ \ ROCK 2 NOTES: \\ ` 1.41 POND 1) SEE APPROVED PLAINS THAT USED SOUTH FLINT ROCK \ ROAD AS FRONTAGE: \ A a) PLAN BOOK 463 PAGE B, MASTER PLAN FOR \ g INDEPENDENCE PARK, SUBDIVIDING MAP 314, LOT 26-3. \ ti 0 b) PLAN BOOK 373, PAGE 30, TOWN OF BARNSTABLE PLAN \\ I M a OF COBB LOT, MAP 313 LOT 7, FIRE TRAINING SCHOOL \\\ I 2) PROPERTY LINES SHONN HEREON WERE DETERMINED FROM/ BARNSTABLE PLANNING BOARD PLANS OF RECORD AND A FIELD SURVEY. h RD DE1OaWMIM AS W OMIA M E RRI RE MNW 3) THE TRAVELED PORTIONS OF SOUTH FLINT ROCK ROAD, 1\ O utam REOLF m7s IIAs am mm M Nmc+m LOCUS MAP PAVED AND UNPAVED, AVERAGE 20'IN WIDTH, BASED \ BY 7W��E1oDR�no+1 wit 1-_ OOO UPON FIELD MEASUREMENTS. \\ ASSESSORS MAP 314, PARCEL 1 1 CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN \� ARE THE LINES DIVIDING E70S71NG OWNERSHIPS, AND THE LINES I PLAN OF LAND ZONE: INDUSTRIAL LIMITED of THOSE STREETS AND WAYS SHOWN ARE THOSE of EJQST►NG !N�\ BARNSTABLE, MA. OFFSETS:.FRONT-50' STREETS AND WAYS AND THAT NO NEW LINES FOR DIVISION ` SIDE-30' OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. REAR PREPARED FOR I CERTIFY THAT THIS PLAN HAS BEEN PREPARED ADULTT USE OVERLAY DISTRICT DLL EAD DISTRICT IN CONFORMITY TO THE RULES AND RECULA77ONS SOUTH FLINT ROCK REALTY TRUST OF AS THE DEEDS - JANUARY 31, 2002 SCALE: 1"= 60' EASTBOUND LAND SURVEYING, INC. 60' 0' 60' 120'J 41 MEETINGHOUSE LANE, SAGAMORE BEACH, MA. ROBB SYKES, PROFESSIONAL LAND SURVEYOR miz i TEL. : 508 833-7753 GRAPHIC SCALE DRAIN BY, RBS CHK Sr RSS PROXCT.• E00236 DMC SURVEY d THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) IM A DATA �� :.._T.+.___..__.. y. • �, MI t ,S1 � .. /' /-� �` � U ♦4 0 2b�G - _ _r `=s.y f�.l- v0 ��O IA \ n �O aO C'\ 2to.00 1e .� -I♦ S11,ii r , ° O y sze 189 km O w bp0 � 60 . -._ o y ; g 500 3 AA Q o o =e �z I e e 4 2 '� ,�.•a• a KV 4.9 soi f�•� er ii O,' Q�� 4z.6 00 f �O 0 4' t'fit 4 'r.+ A M �,4 ✓ ! Nl`� R.� 1. a• \. , b rr�'a• n +. O .: " r 6 a ♦ ►! A !�/eA.. y sc- sv >_, ° » J 4►y .' G tZ5 '"v ,s.'l 0 R O A O ��•car * v F •. ,�� $ '� ,-,O. ?' .9G� °0�O .2 i.di qo0.Oe • rdt*d 3�=•f 5. a OO - Q' �DQ - 4�A o$i 6.0 „ 185 �B 6 O tip " _ 4 s,.•t _ °' k138600 �: 6 a177 M,00l-•O 'r12 _ .- - _ _ - 12 +• �4 O 0 36 -4 4-500 �Z$ 000 — m e � Y t 0 a ° so o O YsO s� �o-or ... 48100 - ,� � o .e 3$ 00 N 00 36 ' .10:00 s .,. ,^,._ _...,- ... ,,.. ,. .,. ,.,... a ,. �.r l'u , ..yµr «,. rt0••"k'dk r+�-. N :,,, ;xr,; �. ;Pr ° ,.;.. o OO Y N OS.ei.lo Z I - S �'i�r� �r� � •� - _ . N J. IJ p. ° ,u. 4670 0c,508 40 a L-� u 8 00� w�� a d Q a 0,5 SCALE i f - f `_n °b \ o.o o R ... S 23� ° ° 4 2.3,E -� � : � �,� • J. ^T �,, Y 9 l 4Orj0 ye 400 p8 £ a: V _• m &- CHELLMAN BATES 1 , FNG ! NEERS JA ,'-lA !CA' PLP. InJ, MASS. Q r BARNSTABLE COUNTY V DEEDS .. S7 R OF DE a s TRUE CQPY.ATTEST A 4' JOHN F.MEADE.REGISTER r °8 ' r 8°8 - \ P l �. #44 \ MAP MAP 19 3 8 9 # 35 , MA 5 •rf:C t 1 t t #1©0 I P9 18 DE \./ 21 MAP .- /\ 17 9\ P 19. #20 \/ 38°8 MAP . #120� P 9 MAP / \ 748 MAP \ ' P1 4 ° # Wo 6°2 (� 6 124 --- #252 39°3 28° r\ 18 0 g:\basemaps\base019.dgn Jan.22,2002 09:22:13 t . � ,:�t°��A ..•,,�~^�.,,,,` 20 Waquoit Road - Cotuit DAVID DEL NEGRO - 20 WAQUOIT ROAD COTUIT, MA WINDO - WINDOW - WINDOW ". - WINDOW W 508.-420-2897 MAP: 019 LOT: 179 �!. o i LEGEND 41'-9rr Default Map Base 1357 S.F. 25141 7'- 91' II I r 00 o , Z Prop. Wall X-Sect. q p 6'-0"BI-FOLD VENTED 38r_n 7n STAIRS 'LOUVERED DOORS, Floor joist KEY MAP 2x4 KD 30 0,0 /Ioo°] • d /330 oa /Gp0 °O�9 0101,9 �°1t5 0 OID1,9 I_ d 01/°n MGM /301. /341 20r-0rr — I Drywall 0P003 /32< 0,�3 014„] 0,03,3 apron .33e . .•(iq0 ° Q If ® B /0 - /0°° o,woa ow,eo �rmerta 2x4 KID a d 000,3 /�, .]3 019131 9 /r/ °/B31 .I� .20 0191. Rigid Insulation 0- --�I ��.I,I /10} O:J Q � a 13';0�r _ 1 _ /CB3 01/,]B OIB,/3 /m /100 81-1 Yz" 018124 .232, �g . .. - ..... «,z... . 4 7'-8' o meow 61^ m8,10 +m oleo 0 21'-9" vaaa 633 Fe Diem u871 vlsoea olen9 °:o° oleoo d N ' WINDOW -- WINDOW -_ tl. 1` . SCALE SHEET NUMBER . 2x4 PT ; 2rr — 1 f-ofl Concrete Floor PLOT DATE2 Scale 3"-V-0" 2/20/2014 FILE NAME Proposed Basement Plan