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Home My WebLink About1436 IYANNOUGH ROAD - Health 1436 IydnnougHRo"Ad%Route 132 Barnstable a , A =•274 -002 i f y Town of Barnstable ` : Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. February 28, 2003 Mr. Daniel Ojala, P.E. Down Cape Engineering, Inc. 939 Main Street, Route 6A Yarmouthport, MA 02675 E� VarlaeRest;�1�4�6�yarrnfl ugf�Roa�f�FFy nnis��IV�A�� s k A400PP� zz Dear Mr. Ojala, _ x 1 Your request for a variance, on behalf of your client Dan Griffin, Jr., in regards to the new proposed building at the above referenced address within 3,000 feet of a sewer line, was withdrawn during the public meeting 'of the Board of Health on February 18, 2003, after the Board.had voted to eliminate the local Regulation which would have required a sewer, connection. 'Therefore, you are granted permission to install an onsite sewage disposal system at 1436 lyannough Road, Hyannis. a a The building and proposed septic system shall be designed to fully comply with all of the State Environmental Code Title V provisions, all of the local 'Board of �. Health Regulations, and with the Town Ordinance- Regulation of Wastewater �. Discharge Article 47, which restricts sewage flows to 330 gallons per acre per day. Sin rely yo , ayn iller, M.D. Chair an O,jalaGriffn SFiE a DATE ' FEE: MAs t. 1 639. A�e� REC. BY FA Town_ 'Town of Barnstable CHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask.R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REOUEST FORM LOCATION Property Address; )yo YAN O�G H IAA fl, �1/A 115 � Assessor's Map and Parcel Number: 2-� 2' Size of Lot: 4 5,4 2LJ S rr. l 1 •O 3 Ac Wetlands Within 300Ft. Yes Y Business Name: li-l36 ) yJjNNOVGI� �-D. 01(�C- - , No M Subdivision Name: N/A APPLICANT'S NAME: �artiel !'�. GfXr, 3(4, Phone Sob- 362- 1300 x 760 Did the owner of the property authorize you to represent him or her? Yes tom' No PROPERTY OWNER'S NAME CONTACT PERSON Name: lv�A1z\A 1-2-/4 SPANS Name- i7hN 036LA - .�bt'tN tJ}{�E �:N6WeEiN&Y, Address: '3�(p No1fL-714 -S j.. #yANN\5 Address: l3� 1ZT �'Q /A{1 MOy)fL) Phone: S OW- `7-7 r 10'9S Phone: 508 'JGZ- 4154 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach i£more space needed) P�rcT Sc-c-1ioM 6•90 �5tJCI NGC-rLkNc- -DsPr: -wlLI- N07 ALLOW W m-fvn1 30w, 1N ZONE=. Co^MGff_t-1 A-L- AMU C- V R-E NATURE OF WORK: House Addition 0 House Renovation Repair of Failed Septic System 0.., Checklist(to be completed bv offiee staff-person receiving variance request application) _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must he notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) 0 Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leascc only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A-Millcr,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC �oF the rq�, Town of Barnstable BMWSPABLE Engineering Division �• A,�� 367 Main Street, Hyannis MA 02601 rE0 MA'S Office: 508-862-4088 Robert A. Burgmann, P.E. Fax: 508-862-4711 Town Engineer To: Barnstable Board of Health From: Robert A. Burgmann, P.E., Town Engin oer " Date: February 11, 2003 Re: Sewer Service, Map 274, Parcel 002 It has come to the attention of the Engineering Division that a commercial office building is being proposed for the above referenced parcel. Please be aware, that in keeping with the DPW's policy for eligibility for connection to the Town's wastewater collection system, this parcel does not qualify for connection. It will be necessary for this project to construct its own on-site Title 5 septic system. J:wpfiles\burgmann\corres\2003\towndepts&boards\boardofhealth\parcel274002.doc � 4 JAN-27-2003 MON 04: 17 PM REALTY EXECUTIVES FAX NO. 5083621313 P. 02 JAN 27 2003 16:43 BOUDREAU LRW OFFICES 5087710722 p•2 ISOUDIMAU AM DOUDIE,AU,LLP Attomsys at Law 396 NORTH S'I'1tP.ET HYA&MS,bWsACHUSETrS D2601 8h661 !d1 18AAt1 0atda n Telepbone-(506)775.1095 Mark 11,Boadreaa Tolef=(508)771-0722 E-MAIL;pa4iCh6 peaod AVt Jmuuy 27,2003 Daniel M.Orin,3r. 1330 Phinney's Law Hyauis,MA 02601 Re: Adana Rmpmte _ 1436 Iyanough Road,Hyannis,Massachusetts Dear Dam ry As you art aware,I rePte wt Maris Raspanta in coonection of the a de of l'm above. referenced property to you. This fetter shall confirm that you have Mrs.R aRmte's permissiOu to seek a variance from the Barnstable Board of Health from its m9ulatiMs which require connection to the mummicipal sewer for new commereW strwt=s within a 7c►ne aP contribution to a public supply well and within 3,000 feet of an existing sewer main, I wish you the best of luck in this regard. if you have any questions or need anything further,dola't hesitate to ccutaat me. . Sin�relY Philip Michael Boudreau . P111BALcg s tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 dOWO Cope eft fileefillg' R CEIVE® civil engineers& land surveyors structural design q Jut 2 A4 HDe la RE P.L.S. Daniel A.Ojala, I.S. June 23,2003 . TOWN F s Love I, PL.s. land court HE LTHl".V' Surveys Mr.Thomas McKean.R.S.Health Director Town of Barnstable Health Department 200 Main Street site planning Hyannis,MA 02601 sewage system designs RE: #1436 Rt. 132 Hyannis,MA 02601-Map 274 Pcl 2 DCE Job#02-153 for Daniel M.Griffm,Jr. inspections Dear Tom: permits This letter is to inform your office that Down Cape Engineering Inc.has performed inspection services at the above referenced site. On June 20th,2003 I located the components of the septic system installed by Bevilacqua Construction,and found the line and grades in substantial compliance with the approved design plans and Title 5 requirements. The leaching field was rotated to ensure compliance with the setback to the full basement,and all components still meet proper setbacks.An as-built sketch of the components is included for your files. Based on the above inspections,I hereby certify that the system has been constructed in substantial accordance with the approved plan and Title 5 regulations. Please do not hesitate to call with any questions or comments. Sincerely, i Daniel A. Ojala, P.L.S. ,E.I.T. Down Cape Engineering,Inc. CC: Tim Williams-Williams Construction Bevilacqua Construction E 55.5 SOIL ABSORBTION SYSTEM Z (4) HI—CAPACITY INFILTRATORS v WITH 1.1' STONE UNDER Z �0\ 10' X 30.3' X 2' EFF. DEPTH OVERALL DIMENSIONS. Z REV YSTONE REf. WAL TH .O.W. EL. 57 by other \ \ A \ \ N 1500 GAL \ \ SST 0 \ TH2 0 D—BOX \ 91 �Jv 4b \ \ 1693 SF OFFICE AREA �S _ 1200 SF OFFICE MAP 274 UNDER CONSTRUCTION PCL 2 # 1436 5805 SF FIRST LOOR AREA SLAB ON GRA. EXCEPT 1500 SF UNFINISHED SEMENT AREA ONE STOR STRUCTURE FF=SLAB 65.21 ® I 1688 SF OFFICE AREA ® � I I ' o � .0, 1 O p SEPTIC AS-BUILT SKETCH PLAN JOB # 02-153 LOCATION #1436 ROUTE 132, HYANNIS,MA PREPARED FOR: Daniel--M. ..Griffin SCALE 1 " = 20' DATE 6-23-03 Dan ;-- , Jr. off 508-362-4541 �'��IFS'' fax 508 362-9880 � C�G DANIEL JF down cape engineering, inc. A. CIVIL ENGINEERS ' #4 ALA ` ';. �Q Z�LAND SURVEYORS �3 9 %9 main st. Yarmouth, ma � _ '-- 'c� '+�-�j - l Fee / No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for �Digagal bpgtem Congtruction 3permtt Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) '&Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. .ti tin0-r La, C_ i 4-3e 1-3-A.� 'I_ 0&V_8.1S r.&,01..o= 1►j tl�J Arnz RLtua7-VCo Cs� wl L-�/alS Assessor'sMap/Parcel o� Po 00-A '2--71- �t �VA �.-z�- a Yar n v Pc_>Q_s rnA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ILI r,/u YG G ��•dl...L�' t_lrC. '�a:Nsa Grapes �1�l��C�11v C i 3 Y�1a1rJ1J�`�� L__4,NC, )J%fAW 4L5 N tiis 'Z am.ouT-Li Pura-i Type of Building: Dwelling No.of Bedrooms 0Lot Size ` may 4' sq.ft. Garbage Grinder( ) Other 'Type of Building C1-1`11c_E PLoc3, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 473 gallons per day. Calculated daily flow �� - b gallons. Plan Date 1 / :3 /c7 Number of sheets S Revision Date % 12_31/n Title a 4' 1A Size of Septic Tank i, 5®A Type of S.A.S. �c-i-g"5 Description of Soil PL-4q,) Nature of Repairs or Alterations(Answer when applicable) SUPERVISE WRITING Date last inspected: THE SYSTEM WAS INSTALLED IN STRICT ACCORDANCE TO PLAN. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' ental Code and not to place the system in operation until a Certifi- cate of Compliance has-been issued by thi ealth. S' a Date Application Approved Date Application Disapproved for the following reasons Permit No. ° , " '�� Date Issued O --------------------------------------- No. 2 no 3-02 5 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS j. 30i5pogat *raem Cott.5truction Permit Permission is hereby granted to Construct('�A Repair( ) •pgrade( )Abandon( ) System located at a 0 h yr �� 1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Cons tru tion must be completed within three years of the date of this permit. 'p Date:_. S ��U Approved by ^� 'Ins. V�-S• �v� Q� No. � Z-� 4 Fee k' r. _ fTHE COMMONW 1 LT '�OF MASSACHUSE-TTS-...�" Ent red in computer: PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE., MASSACHUSETTS 41pprication for �Digogar *pgtem Congtruction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) '®•Complete System ❑Individual ComponentsF Location Address or Lot No. Owner's Name,Address and Tel.No. 1 4.36 r2 0VT%1--- i312. t?.&fLi4t___r -19L E: Ua !t.,.,L1 Ares ULP1 L.D111C. C3a w► I r� Assessor's Map/Parcel po ao1A 2-7 2VIA '�..� 4. <9P2 a4 )o4-"T+4 PC;,R-- .fni�'roa.�"'15 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. i( 'Dow E_ 3— luC�.C21N C. I D3o t L.o.NL )J"fAW*41S A,114 s'1",Y.di2,»0Lru pon-i .So8- Type of Building: Dwelling No.of Bedrooms Lot�Sizet��q. . Garbage Grinder(Other Type of Building� ►c 1L��No. Showers( ) Cafeteria( ) Other Fixtures ice° Design Flow 3�.3 r 19 r gallons per day. Calculated daily flow 73-gib gallons. Plan Date t /2 w0 Number of sheets 4z Revision Date )j l2/_/0 Title try t� ,NV Z,N tarn t,G Size oftSeptic Tank} !S t / Type of S.A.S. �:�.`> 5 _ Description of Soil S�c.�. ►!��.Ast 1 Nature of Repairs or Alterations(Answer when applicable) /v l Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' ental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi ealth. / S'•gne _ Date Application Approved Date 4 / Application Disapproved for the following;rea'sons Permit No. 3 a' 5 Date Issued �/�1 /U. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance .,,,..TH-IS.V 0 CERTIFY, that the On-site Sewage Disposal System Constructed Repaired( )Upgraded Abandoned( )by ......:..�. _ _ at/ Z !, R i 3 2 ,661 has been construc ed in accord"a'cNe with the provisions of Title 5 and the for Disposal System Construction Permit No. 203 dated 4It, Installer 1` T R n tf I.,ca va Designer The issuance gf this emit sha l not be construed as a guarantee that the system wGi nctio'a Date (^ t f Inspector 1a --� No. P"'" �i ---------------------—---------Fee /GO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISIO,Nf-BARNSTABLE., MASSACHUSETTS wigpo0al *p5tem Construction Permit .� Permission is hereby granted to Construct Q�-)Repair( )Upgrade( )Abandon( ) •! System located at {,. t and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction ust be completed within three years of the da A this e Date:_ U 3 Approved by �... YW4 Nw OF BARNSTABLE. -.�UCATION 13 2— SEWAGE # 2 o e'3 VILLAGE S - ESSOR'S MAP & LOT INSTALLER'S NAME&PHONE N0. SEPTIC TANK CAPACITY /SGy LEACHING FACILITY: (type) (site) 3 a •3 J j NO.OF BEDROOMS BUILDER O WNE l�4�v 'e. / �r < <G 'r✓ PERMITDATE��.�-- 1 D 3 COMPLIANCE DATE: 0 ar Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by f w ' ► _R ca N w � O .� c w w N � r r. � _ if TOWN OF BARNSTABLE LOCATION I��3q 6 I3 a- SEWAGE # o.� 3 —,2� VILLAGE H'�It C'111 5 ASSESSOR'S MAP &LOT 2 Z INSTALLER'S NAME&PHONE N0. fie' l C4 c4 SEPTIC TANK CAPACITY s a 7 LEACHING FACILITY:: (type) h�u��iceS (size) 3© .3 �)o X NO.OF BEDROOMS _ BUILDER OR PERMITDATE: S ( p 3 COMPLIANCE DATE: Separation Distance Between the: Feet 'i Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I wells exist Private Water Supply Well and Leaching Facility (If any ;. Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by �j4c%C n I � -b3 � 3 -r 5 h �...... ...........,:.,. _ _ - v; 1, , K ffn -L %: � ) IN 3 "�ANN IS , lNoIA55ACHU&ET75 r . OWNER: 16EtdERAL CONTRACTOR ARCHITECTS: STRUCTURAL.ENGINEER: SITE ENGINEER: DANIEL.M. 6RIFFIN,]R. TIM WILLIAMS HPA DE516N ING: 0' SULLIVAN ARCHITECTS ^ DOMENIG DEAN6EL0, P.E. DOWN GAPE EN(5INEERIN6,-ING. PROPERTY INVESTMENT.- ` WILLIAMS CONSTRUCTION GO. '200 STONEWALL BLVD. 40 SALEM STREET 5 MICHAEL ROAD gag MAIN STREET 346`RIVERVIEW LANE P.O. BOX 212 BLD6 2 SUITE 2 EAST BRID6EWATER, MA .02888 YARMOUTH, MA SUITE 5 GENTERVILLE , MA 02632 YARMOUTH PORT, MA 02675 WR.ENTHAM,MA 020g3' `.' LYNNFIELD,.MA OIg4O TEL. (508) 318-a602 TEL. (508) 362-6300 TEL (508) 362-6300 TEL: (508)=384=8838 TEL. (-18I) 246-1661 FAX (508) 378-2"122 FAX; (500 362-6320 FAX, (508) 362-020 FAX:(508) 384=0483 FAX.(781) 246-I683 CODE SUMMARY 6enerai Notes 5GHEDULE OF . _.. MA%AGHU5ETT5 5TATE BUI .:. _ LDIN6C,ODE-SIY.TH.EDITION' 'Sfrvc coal droHugs ' s D- a - . March 3,2003 r. - .. -. . ., - shop d awngs.. E=11,400A�o'o psi)except'lot nood�p�st shall have.the¢properties or spruce-p-Fr afar better �� shall be used hcon�.nctbn with architeckxal muhenlcol,eleefrlcol and'' ties ,v. .: _ Th governhg brild"19 codeifor the design and coretrixticn is the Massalusetts:State Building •...(Fc=1oo psi,.E=Ixoxo psU, r - F�ode(bth Edtrort).- - : All engineered hvrter.shall be installed in accordonoe with the manufacturer's spe0vot-loos arid DR�WIN65: 8 . (310.0) Use Group: B. - The,gereraftautr'acta shop provide a mtriUnen of uree'(3)sets of.Oop dawngs for.the recannendatlbrs.Sizes are based on Trus-.Moist Hicrolars ad a g substitution stop have A,-1 FIRST FLOOR PLAN - - - ,. y Follow Items:' ernes equal to La cpeater thcn these values. . (Table 503)Use Group: B. (structural steel aid rehFaing steeU,-ia app^ovol lay the errgneer before wa'k begtrs n the Proper Fromhg shop arse Sinpsoh metal timber haixjers far eq.Q. A- -2 ROOF PLAN . C.Onstrvction.T e: SB.(Combustible, t .. affected areas. Use stainless steel-a gaNm[zoo nails.For all Corrections exposed to ftue weather. ( mbus e r• :. yp ,imp o.ected.l ban comlhore'ald swch,ral F'u a headers shall be to A 3 FRONT 8 REAR ELEVATIONS .: Maxingxra Area: 1200 s.f: _ .. - o erwrs _ r : Maximum Height: 2 st 30 ft. _ - - ,�,ha �' -. - F �.� - All foot s shallbe led to the- th5 shown and de It required.and Shall rest on E.15trvchxnl Steel 3-aclOs�unle55 noted� 'e'on the d-ow"vugs. �' y .undltubed 5011 or ccngwcted et—ty�l fill having a sofe�be� ling pressure of 4"Ws All ct ion of l steel work shall i Wlldm to the IFiGdtbn For the desltyr,Ftb'icotbn,and - .+ efeGtlal OF StNatUfal steel For tNildng5 Of the AISG. . Allowable tabular height 2 st 30 Ft. ' - - This office is not qualifled to determine the bearkig copocittI of soil and kill nottoke responsrbrity AII-welding shall conform.to the code'}a'welding n tvlldl constrvctlan of the AN6. - .. F A 4 LEFT 8 RIGHT E ? - fors ode l be placed Steel mA5TH 32%conform to the follar' Struchral es ASTM A992 Actual building height I,story IS ft.' . .. ' -..No fooe shall be placed on frozen:soV ar in stand' water: Edits ASTM'A32�J: �' `- 5 BUILD N6 SEGTiO + ,, A-6 WALL 15EGTIONS � hhqq n RAKE S SOFFIT DETAIL. i'- - Structu-af FN shall be well aged bade run.screened a rru�I»d gravel.and shall be placed 6 ASTM A'Al ladhor)- - S Allowable tabular area'72oo's.f.: ,• mm rifts..and canyxted to 95%of m.Amm dry 6s icy as determined b)ASnM 0I551._ SMucturol'T"A5TM ASoa Grade.B. . d( M '^ Actual building-aroo.6,345 s.f. Frbvllie a mnnvm of 6'well composted,clean,coa,e so?d and gavel order all slobs on grade AII shop cornectbns shall be-bolted a-welded.AII.Ficid cCmnectums shall bey bolted mtess •A-7 INTERIOR ELEVr1TION5 - - - after the top soil has Meru removed. - - speciFloplky rated on the deslyi d-av6igs - ..- DOOR 56HEDULE' . .Floor Areas per floor.( All strvchral steel shall be pahted.(mn 2 mils:-dy him thekrsss)mth'ar cpproved not vtubitsg WINDOW DETAIL- Floor - y .. - ,• .: All concrete shall, _fah 06 ompressNe strength of 5"psi at 28 days. pant ..r o ,,Qptt ?� - '` > .. •: ., - All renforckvw�".a1.`,?steal h""�d bas'canFormvg to ASTM'A615 Grcds'60: Steel herders For lintels shdt'corsist of the follarng:.Mo"open to 4'-0•L4x31/2x5/16 - . �^ nqs WALL TYPFS First Floor'6345 s.F. me Folbkrinkj.mnhrb (i.'be pT ded for reinforcement: _ - (For each 4'wkJfh of block)' t^!osorry openings 4'-0'l0 7'-0 tbx3-1/2 x5n6 - basement 1335 s.f. "ao eFtp: �esim Loads 5-1 FOUNDATION PLAN . '":• F'. _ trth-'4(;`�+�Wer IaS.on smaller I-1/2'-a6 or lager'.2' I.Daskyu Live Loads Sno'n 25 psF i Drift' .. A 4 (Table 602)Fire Resistance tali - '.,. .CFioncter da$'eorl p[`-.yYeather Icbs,or orals?'beams aid cam's 1-1/7 .Lobby lea psf .. - - rs. AlklrBoet?e- &gd,ylgtdhirfg sldltc with the latest speciflcotlons and recommendatla5 of offices loo psF' .. GEI'LINC,FRAMRAMINPL6 NAN .. Required. Provided. - _ - i 2.Knd a ao (2( r) ROOF FRAMING PLAN . ):Exterior walls 0 hr. O'ter 2:Fire d par[,wolfs 2 fir. " WA. - CdnhnuQLs,rrfpforclrig bprs shall be tipped 36 br dia meters at spikes and at comers unless 3,5elsmv assign D'otd Selmic Hazard Expax^r a Group Group I 5-2 3.Fire separation assemblies - F ''r3fhBrMs�.noto TermltrotP,-conthmous bars at non-contlnias ends wdh standard hooks..: Seismic Perfornance category category c. 5-3 Exits(1014.11) 2 hr. I ter .. . - - &R ty - le Type Type 2. - . . - - - - - .. '' t s shvcturol o5yste n,%ismAc Reslsthq system Load beorN wall system-Light wall wIth shear' - S M - 5haFts.0103) Ihr,, WA, o' t _ - l 5 4 FOUNDATION NOTE5 e Mixed use WA. WA: _ 5 5 TEEL 8 FRA ING'DETAILS .. .. 1 ��1�.�^' Respors¢�hfadifh^oton Factor R6-i/2 �..- .. . Other 5epor'ation.'a5sernblle6 l hr. WA.; ' DeFlectkm AmofPcotlon Factor:•cd=4 . - 4.5ke partitions ". : moCorridors(1011.4)'1 hr. 1 hr. . Tenant spaces A'O hr. - - ow. _ 5.DwellIng units WA', WA - ` 6.Smoke'barriers i hr. " I hr.- t _ 1.Non-load bear-inq Walls 0hr O ter.. . .' 6.Interior load beoring walls - i ., .. colwnn5,glyders:O hr.. .� o ter;. - 9.5krocbural member5supporting. . 10.FI loor construction to hr: , 0 hr. 1.Roof:constru i n.. ,. . . .. ct o O.hr: O ter. (9042)Automatic Fire suppression systemls.required throughout all portbns or:uses of bulidn gs.of. 12,000 sf or greater'in aggregate,area Nith 5 occupahcy... .. .' .. .: ,.The aggregate area of the building is 700'51,:therefore an automaticMsprir[kler system is that required. (10065).Mazhnum'length of exit'accesstravel for'B�is 200 ft.. - .. - .. .. . Actual travel distance never exceeds 90 ft. - .' (1006) Occupant load: Office Ist<Floor 6,345/00 s.F.gross 64 persons ` .5torage'Boserrlent.1335/300 51.gross := 5 persons Total:Occupont.Load 69 persons' _ (10103) Maxillm No.oF,extts For occupant load: Occupant load for 500 or less per.floor,minimum no.of exits required is 2' s , No.of exits provided per floor 2 per tenant space,4 overall. JOB NO. 2003135 25!� � DATE MARGH 24,2003 . . _. - I - DRAWN BY. CHECKED BY: 4'-0• :10•-p• PP�j• 4-4• 8'-Y Ib'-0'. !.�12'-4• T8• W 44' SML/DE'/ HPA/JJhVDD PATH FLATFOMI 4 ST'35 2003/200505_WILLIAM3 BLOC,/ e TO 5RADE AS FWD - t io' AS FEOV 2003135PL SCALE SEE CIRANIN6 . • ___ 4 __— _ —_ _—_._ — - ___— _ ____ _ _ — —_—_ — __ REVISION DATE - 1LEXIHtgR ( L I 1O 5 OHO. O O oo HPA Des m tw- ... 2DD St.—I elw,Stft S A T : ' w- 2x6 EXTERIOR 1 o c � Io2 ' O' SULLIVAN OFFIGE I n OFFIGE.3 • Flo, 2 I I 2 . Io3 ARCHITECTS LLClk s -�. �;��.. 24"10• "- ARCHITECTURE•DESIGN.PLANNING .F. 25._4.-: _ s-r - 40 Salem Street Building Two Suite Two ' $. .p ynnfield,Massachusetts OI940 rii — — — — '— — — — — — — — — -- — — — — —..-- -- — '----- — — -- --- --- — -- ----`— -- — -- -- — — - -1667 2.1 — -- '— -- - -' - - - - - i T .. -. - Voice Fax:(781)24tr1683. 2 — r -- = — - — - — — — — - — -- -- -- --- — -- — -- — — — —..— - -- - --- — — — -- -- — o .26140' -. 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TIE BAL0114& OTIER5 FOR WL4'C-0A016. , 'FRONT ELEVATION I I -- - - - - I O� I _ . - I ARCHIT'EGTS LLC ARCfG'iECI'URE--DESIGN I PLANNING 40 Salem Sheet Building Two Suite Two Lynnfield,'Massachuscits 01940 L. T. Voice:(781)246-1667 Fax:(781)246-1683 :F A; - � Y , : �. yi, }• _j �3 -'TO SIOM6 - .. 4'T THE YFA11�j� I. _ AUHM.N - - 'TD.PARAPET GAP •. / S' �-- r , y. . — , 6UTTHi TfP: BD.1Rh6G6 < , O I Y _ - z -_ ---_ - ... '. � �� .. f I .yy. .�" 'd; •� � .Sv4 ALLH : .,1 � j� -�7 i��,.. � _'_DOW1`_POU.TYPT _— � i /.� �a/,' I � � o � .. � � �3 I ' Z f , I ________VMfL YAAPBOPRD'6IDRe6—' _NIm Y,tJ•PBOAI�'510 — . ( _-F-_--_9'TO T1E YEA11Ht -- —— - - 4'TO IIE FPATHEft _ _- __ 5T RR _- _ — .. :. - 11 t I _O tll m T _ 6•TOM HEAT. I I lu TUj FIN15H GRADE: A ------ - ----------- 4 r GWIDINS'JIMION THE w: w'LVT NIARD�' I,I � .. ALL _ $-4 1 ElP/ATICAS�IWL BY NO=EN5� I ___-_ __-__ _- I HANlORA J � O ASSa•EDA6 TIE A61UPL 6RADIH6 L AMM TIE BIaDU5 ' _ --- I 1 qG . 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E `FLVS�,' FLUSHW L .-,. ='"OPP DE HMmIOLK SET 4PANEL' PANEL __ALLK FRAME El KICK .#• PANEL ` . E%16+1GR DOOR... " 7A HNJIE _ 30 . TADn EXIFRIOR LLbR IMBt10R POOR' .'IMB210RbO0R iOHET PLGTi DOOR. INiBZiOR DGYYJft '' \♦ - -`}• /z� s • TB't 6LA`h. "TBWHIED 6LA'f .. �' .tl -TYPILAL'TI✓RES101-D DOOR SCHEDULE 1/4 - 1. - . _>Y � t r . .. 7 .. ., i n • ;lll [� � QQ DOOR SCHEDULECD ju W ,SIZE , , a N .P _H.,.'.. T ..STYLE - . FRAME HARDWARE SET LABEL 'REMARKS - - — _ - m . n � w' •. - - . .. 6'-O•. -1'-O' 1-3/4' I -;.:, ALUM:FRAME.'. ^ 'LOGK5ETPANIG BAR,. .... 1/2°THRESHOLD MAX.• O CLOSER p O r .. - " - . O 1-3/4• : - ..2 .:.' METAL FRAME LOGKSET,PANIC BAR. - 1r1'THRESHOLD MAX.'- 1 ., W 0 Z z —�� T'-0' 1-3/4' - B ALUM.FRP.ME. LOGKSET, .. In'THRESHOLD MAX: O _ _ _ .. CLOSER Q 0 . .. O :.,,' 4 METAL FRAME . 1/2'-THRESHOLD MAX:.. " - 7'-0'. '13/4 • - CLOSET new ben« sae wee'•'°-tsa - � Mreenw w aen�'taaa we CLOSER ••�� .. - . O g-O' - T-0" 13/4' - 5METAL'FRAi-1E'.. 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I , • . , I a0 t I_ - TYM SLAB CON61IdKnCN 1 1 .. E a•CONCRETE 5LA6 W 6x6-K444 ON 6 ML PVG VAPOR BARRIER - I I I e'COPPACTED GRAVEL I � I UNFINI5M D A5E ENT I tEl INV D. _ - I �9 SULLIVAN .. _ '..I I. -... .• : D •-: ,'. - pp p: :. .. - (• ��i�. ::7 t N..L:1�!'" .. � 1 •ARCHITECTS LLC - gg PLANNING ARCIIITECfURE.DESIGN. rS'nod w S 40 Salem She¢I Buildi I •:r'. � - - � ;Q I h:•. _,s:�• -''.a � Is'-a• � �I �. r .a'-o' n8 Two Slrite Two Lynnfield,Massachusetts 01940 -- -'- - ----- - --- --- ------ - --- ---__------ '--------- - - --- -----' -- -- Voice:(781)246.1667 ..,' .:. . 2 _1J- ---_-- - ---: L- . - --'- --- ---- 1 I Rc.l_ ..w / I - w r / -L-1'---------- ------ - Fax:(781)246-1683 �. -a I ..�. - -�-_--. / �TEs coertroL JMINr� - o I -. .. - T6 'I: `-a' ro�n'o Frwro+G i ; "; .,'I - D , �j,� - sE�oErne.eFs-a) i 1 .I _ DOMENIC'W. DeANGELO, PE . rJ3-6 FI•CN HAY e.. - I 1 _ D = - D - - ��\ p 5 MICHAEL ROAD.E. BRIDGEWATER - .. .' _- .: OM OF FOOTMG n e. I I _4%6 4'-6 1 FOOTING a r. I-' T.L.(506) 370-9602 MEWL,GS-a):,:. L_L-\ I _ - - _-____ eS EACH Y14Te .. .. , • Fax..(508)378-2922, 'E45J �4: �L . .. ---- 1 S I I� 5 5-5 - i' S.5 2-5 —� i I !•. r _ atH OP 4aS� w/ �CdifRiC15 TI RAIL MP) OF FOOTING 81 B PROVIDE M MOEx IY DES O• I 1 A . ( I - I ;I _ canouas Poon 1 a - ' .. '. .. .,� ry I i :I .' • .. � , •: - �FINISHED.. I I 1 o DoA153E10 r ' D I I 1 _ a•°� I 6RADE ON I h ,:* BTR.UCTURA4 _________ _ .BEAM FOLKET-_ _-____ - _ I5R _._D1RCA)_ __ - - -*Ta- -I.I"' '� i _ - °. 9.66RADE ffT'P1CA11 ; i t<0.35062 W ^'.. r . :H.IFZEAD5911' '". T: 1 9O e k IMI AR I: 1 -• _ 4•COW cw w6,�6w.ad.o' 1 ME. VAPOR BARRIER - I W COIPACTED 6RAVR ' ,1 : • 1 j ' I :. ( i I ..•'a•coNrr:Ere SLAB W 6x6-w.4d.1 YbP 1 . - I ON 6 ML PVC VAPOR ak-azatI r• _ __ _ � __ _____ ____ ___________ __�,. ..1 . • .-. - rv 'B•COPPALTED GRAY$ - �� ^ a: .I ■` 1 �a; I , _ z'N ' I i' 2B'-2• ,�: •B'HOE:C,OIO.HML' ,�.�. 2B'-2'.. N/2 a5 CONi1NYM � I _ I �� '. •. .. T�!!E a�a KErrwr INTO z .:` , A 4 D A 1 , CO0 WYA15UCK-FCdfM6 6 .. '. .. .. „• 1 � � -.4K FIN&W 6RAVE CM IRmSTLPt8E9 . .. .< mm .. --------------- LLJ r: -- ------------------- ----------- -- --- ------- ------ ----- ----- ---- --------; ; ----------- ----- ---- , ---- ----- ---------- - J ^ 1- i z �. C) y XCAVATED ------- ------ ----- ------------------- ---- -T-- R 47 T i " .dam a , za' I 9d-0' i ' - �.rntm�pemuwm'm roA R oaoa� - FOUNDATION FLAN ley^ 1• 0 I � I' SHEET OF JOB OA NO. 005135 JOB NO 2003135 DATE MARr-H.q 2003 . _ DRAWN BY. GHECxED ay..5MUDEY -.HPA/,UVVDD PATH ,. - - .2003/2003135_WILL - I 1-2 SCALE - SEE DRANING,: .. . • .. ,'. . '.: •: — _ __ ___ .__- ___ ___ —.-_._._._ .--_,-_ __ ___._._.,_-_-_ ._.._._. __ .....__-. ___ti__. __._..' t '- Lam- � DATE ------- REVSON , r i HPA DeskA Inc.. . I'• .. �200 Sta-al BN•a:SL to 6 I:. w.avnam lAa 02099.. — - 1. -- - -- ---- .. soe3e40+e3(F) • i as 5 ,t/ pA�1 N I - t. i a hB lIAt7R6.YVY1 �`3' II-V<'MLRDLLAH BAM + .2®SiIO PRb.VNLL ai - • i- n r. ss CAM-:%, ' 1. I al m a i i s 1 _ I - - r! - a - may, - i•° ,(. SVLLIVAN - _ - :. •� � ' . �:.; � ARCHITECTS LLC ARCFIITECRIRF. DESIGN P N . ¢: ai vc, L•'dr _ .I .. '..�_: ._- -_ _- _- _- __ _-_ -_"-_ '--o ____- _-.__ ..__� LANNING Stint. � �• ��` Q .4 _ . • 40 Salem St 8uildmg Two Seim Two _ - :<> � ,r assachuscus Z - ------ ---- fie Voice M(7846-16601 — J;,,. '' •: .; ,'. J�t3tarx¢u�1t1 +�AN � DOMENIC W. DeANGELO,••PE r S NICHAEL ROAD. ' Y- Tel BOB 7 • I - - y- - Fax. 508 378=2922 •� • _.� _ ' q i. F�(�oga 41. ...: :�.:: ...4'CONC.SLAB ON 6 L.PVO VAPOR - ` :. 1 ... BAf✓9JER MP/.B-CO _ r .. t T�CdtAYEL�- .. I 1 • I - n CEILING FRAMING PLAN 1/4 Q Q 1 ST FLOOR FRAMING PLANIL in } �: �OC s. 1/4" 1' -Z CV CZ J - ui I _ - - _ • SHEET . 2y .. JOB NO. 2003135 - JOB NQ 2003135 'DATE MARCH003 ..DRAWN B1': CHECKED BY: '5MVDEY HPA/JJVDD .. • .. f - _ .` BL - ..... f 20°DEEP.+,TJ Op@l F�J0575 0 24°OL. 1 k. PATH '�' I 2D03/2003135 WILJ_IAMS DG/ "003135PL SCALE O• .. - 5EE DRAWING .._--_—_—__-- REVISION DATE - . _ HPA .Deekn dlc. z 200 O Brv.Smte 5 r ® I 60sae4 M m 4-1ZAKP El ..,I I 2i4 Sp83860183 . - I I � �.t `�� `,, tll= I I I� � .A••.,1PA0�can iPN 5 A I .t i• :1 q5 � t 1 e I ,n : a , 4-15 ZAW. a XAW, 2t4 DEi I a' I. L" I _ I� : - ® Pr ANtvmc ' ARCHITECTS LLC ARCTiCfECIVRE•DES[GN• 40 Salem Street Building Two Suite Two . • � � j a LynaSeld,Massachusetts 01940 : I ---._:— --'--------- - --- - 1-1 � 1 --'--- -- :(781 2461667 -- — _ . ) e� ME as : BEAN - - - -YQN sat -- - - --- - - - - -- -- Lal.- — - -- - i.' --- 7 1 246-1683 1° Voice - _ I5 MICHAEL ROAD. E.RRIDCEWATER .. L(50B)3 - - 5-5 as -2922 t Te 78 9602 of F (50B) 378 1 . . , 'nf Y 1 ( 11 -T - 1 LYi4K Y RAAI • - I 2.4 I T 2x4 15E I $Ta 3 a _ I INND i - - aN !b 2t4 i TI 77 I s. .. .: .:•. ., _ �.. �� :. :. � .. �. � �,-:y '.Ili.. 111. - - �IH � � "I'i I�. � — .. I Q�L z M N 4 HI H IDY>BEAn AL ry 1 2-anola:AOQz -. III .Ilt tl. • • ..1: .. �. � � � ' •, �: .. �ili, �, �'. III : III 11 .F- �-�/� • i HEADER ,5GHEDULE.. 1 � I' . SUPPORT ( �P•^b•• HPA P>y.Oxw> - - G FIELD VERIFY 2 2xH K STUDS TA •SIZE FI JAO . Ha .S_2 B'> FIELD VERIFY I-2x6 JALK SNDS j - . I 40OF FRAMING PLAN : , � • S� P fB - }2x8'p FIELD VERIFY - .I-2xB JACK'STUDS I R5% LBESFFIE1DVERIFY4•.m ]• \\o'�� ALL OTTER H1+DER5 SHALL BE AS FOLLOYC Md.Ei5.OTHER WISE I -2 G'ATI D OF Q .. \/ 2 FOR 2.4 WALL LOTIp5' - -6 .. 3DcB'>FOR 2-WALL LOCAONS' V �� JOB NO. 2003155 B . DATE MARCH 24,2003 DRAWN BY: CHECKED BY: HPA/JJW/DD ._ NOTE: . s.CJ. - - DIAMONG.SKAPEDCONTROLJOWT PATH •. .. - S.C.J. PATTERN:SAW CUT IF SLAB IS ^ - ® POURED TIGHT TO COLUMN OR • 2-#5 BARS VERTICAL 2003/2003135_WILLIAM5 BLD6/ ... ." IBREAIO=RINBUILDING PAPER BOND PATTERN, r - ( WEL INTO FOOTI - A 36 RE BAR DIAM. DO NG) 1. 0` TYPICAL 2003135PL p „ , IS �� 3-5 BARS VERTCAL _ . FORMED.PLUMB COLUMNS PRIOR TO _ POURING SLAB'AROUND COLUMN. (DOWEL INTO FOOTING) SCALE ' a a' DATE. RENSK)N 0 ...r:. � � � '..- �.•. ...�.. � n � � _ SUB ON GRADE HPA DeWM Inc a. D D g ACT ®mm®©®® P: COMPACT GRAVEL ) I-EVELINO R ... . ON W NON SHRINK D 2D - 2D ° 2D. C RN R INTERSECTION 200 St.—O,BN%Who 6 "3'ANCNIX2: cRour BED BOLT PROJECTION . . ANCHOR BOLTS WITH - e. . .. - .. 'STANDARD NUTS AND WniMurtL MA OZOBS PLATE WASHERS - 60S.3s"se m TYP. STEPPED FOOTING DETAIL, INTERIOR ': COLUMN FTG. DETAIL TYP. WALL REINFORCEMENT DETAILS E C NOT TO SCALE NOT TO SCALE NOT TO SCALE K�1 PAa m R .. - . "1/8'WIDE(MIN)CONTROL.JOINT FILL'w/SEMI°RI61D JOINT • .-.. �. ." _ - .. ,. ... - PLACEMENT INFORMATION ~ SAW GUT WITHIN 12 HOUR5 FILLER A MININUM OF 60 -AFTER P DAYS AFTER PLAGE - (SEE R"/4 '! 5 'FLAN TiONPLAN) . L. . .. - SLAB' MATION(SEE PLAN). -(-x---«z —x--dx • _x x. .xx _ x-;:--x-, 4 vF' a. 2'EXTERIOR GRADE PLYWOOD VAPOR BARRIER a . OVER 2X6'S 9 16'O.C. - 5t°j�Q 6� 't� I , POROUS.FILL .. S .-- - I" Oi ULLIVAN Al 7H15 DETAIL NOTED A5'G.J.'ON.PLAN; , SEMI-RIGID.JOINT.FILLER SHALL"13E E"100 BY THE .:.,+', - - . .+�vv. @f ELCLID CHEMICAL COMPANY OR APPROVES)EQUALARCRITE A-R.C.H I T.E C T S LL C . .: .314'EXTERIOR GRADE PLYWOOD 8G 40 'GLUED AND NAILED OVER 11 7/8-1-JO JOISTS, - - .. - ° m DESIGN- Building Two . � .- ynnfel MEBssachuset 01940� �. ° r�L T "DE Voice:(781)2464667 1. DETAIL �1 H Fax:(781)246-1683 YP: CONTROL JOIN TAIL . AUNCHED SLAB DETAIL NOT TO SC , NOT TO SCALE D) SCALE 1 3/4 X 11 718 WOLMANIZED a ELO 1314'X 11 7/8'LSL - .. . . � - � � -PARALLAM-RIM BOARD. � _ - - � � � g RAL• "' . a BAND - + .. ' - _ (CONTINUOUS) OVER 11 7/8 TJI T - _ 9`6gSiON L,.—°•.3/4'EXTERIOR GRADE PLYWOOD �. �s � O JOTS S(7YPi�`�' t 4:Awb�%,i ' S GRADE CARIES . .a : - ILL . . SEE PLAN) �� -�(2}?X6 PRESSURE TREATED S TOP OF SLAB' p , a 1 ) v 4 W/1/2'0 ANCHOR 80LTS 48 ELEV-(VARIES) �ON CENTER 8 WITHIN 72'OF ALL. •� ' CORNERS-(8:MINIMUM EMB).PROVIDE ' WASHER PLATE 3" 1/4•XO'3 AT' TOP SILL - - � .. :" .� ."- _ TOP OF WALL fi\ 1/2'0 ANCHOR R BOLTS Qa 48SSURE DO.CL.WI O PROVIDE 8'MIN EMBEDMENT 'l (4 18'O.C.EACH FACE - J AN IN 12'OF"ALL CORNERS- 7. - - - (DOWEL INTO FOOTING) PR MINIMUM ``^^ . 4 - (TYPICAL) .. - V e.z (2}#5 CONTINUOUS A (TOP 6 BOTTOM). . , - - - - : 4'CONCRETE SLAB, " - - . — m � N .(EACH FACE) ,. : LLI ..(BOTTOM)TIN000S TOP.OF SLAB �. - C) t. .. _ EL,EV- ., F- J �, .BOTTOM OFFOOTING ".I „+ - .. ELEL(SEE FOUNDATION PLAN) ,! -, BOTTOM- "DOTING- ' _ .. ELEV. ) . .. )� V.:(SEE FOUNDATION PLAN "(2)45(BOTTOM) (CONTINUOUS AROUND CORNERS) SHEET In.'s OUND WALL DETAIL #1 FOUND °WALL DETAIL #2 JOB NO. 2003135 ti NJOB O, , 200313 . ? DATE 'MARGN.24,200!�, DRAWN BY: CHECI�D BY: _ L +; •v SMUDEY HPA/JJKIDD .. .. - PATH' " 200372003133_WILLIAM9 BLDG/ . SC.ALE :. FACE OF REWSIO D . I . 4 4 7m"" 5 20•DBE TS 2. , 2 6 N I' CfEN YEB J05T5' e - i o2a:OL.STAGGEPW ,+ I _ PA Inc.' I . 9/8'Si1FlOR PIAIE(051 �' � :. .. - _ �'—__ __ _ _ no SIWrew00©SWIe 6 li.if " 51g1.SEN.1 .. _ _ T .. 4 1 - 4��t �w 4 � � � wrannam MA ox�+ =N 2 1 M _ I I I rr I •I i. �aBiasw caP Pure �" p," Ads'" ' I, 10LUMN - sTEB. - SffFRAMN6FWi FOR�ffJ STEEL BEAM: DETAIL 1 STEEL BEAM- DETAIL 2 ;; BASE PLATE' `DETAIL #1 BASE PLATE DETAIL #2 A # B " m _ •1 1' ° , k, _ F. Cis - . • ,,� ARCHITECTSARCHITECTURE-DESIGN- �G 40 Salem.SLcet Building Two Suite Two N. .. _ voice :(7g1)246-1 60l o i Fax:(7g1)246-16g3 'as � _•' 940 - D4 C.EeP HALL - •. >. r". .. , 'y4 _ STUDS 9PKM O I6`:OL. ,_ ..y. -. :.,. .- '. � .. � � _ �ha 511m5 0 10'o.G. ... . - _ .. Y • J^N0.� J' . mMl•[§IIB210R GRADE PLYYCOD .. . - .. e , , 9 ^ z',. .: • ... ,. 10 RAFTERS''.1V1' /6 20. I .' 5/O'Ex1ERK1R .. '- 6RADE PLYWOOD •• - . I � ��. •I 511P'AN R2 HURRICANE 20'Tl OFBFME9 WSOI.ID BLOf.KIN6 0 lfl POUtIE r - O 2x11 .16d JOISTS 0.116.OL. .. H.... - O FACN STUD - - •n 1' o- • I Q 0. : - - 20•Tt CPHFYE9 _ Z N a .•. .- :'. - - GRADE PLYWOOD EXiER10R - "5i u Ip TRUSS DETAIL #1 . -a:c 1 1/2-: 1•-0 A• I • . . CEILING DETAIL . N11.! SIDE WALL DETAILz z - I 1. p^ 2" 1, °� V• 11-- v , SHEET l �mm.e',o ns�tl•eknu i� .�Fe+esy '� �•w��'a"� IMfM� 4a • y m Pon .. ... - • Of. Q� tlOB NQ ' 2003135 a 0 LEGEND - RD. % 'SMR.wr -E I - HATER CATE I , MAP 274 ® / - f _ '^ O1 tAT•CH eASKN I PROPOSCO CONTOUR �7 COMFORT INN DUSTING RETAINING WALL Q :LOCUS-MAP' SCALE 1 2000'... POKE " / GRoePD uw UNR i UGNf I - t ASSESSORS NAP 274 PARCEL 2 - ` / - �/ ,00,SF OFFICE AARFA ,0, PAUPoi[D POLE LIGHT 'U 7 2S• NT.LOT slzE:_s5,424 SF (1.04 Ac.a) `. / / �1 1200 Sc ZONING:9 9USINEss WP-waZwEAO PROTECTION OVERLAY-DISTRICT _ ' / / NAP 274 TL AREA: No ►IM71Mum 1.04 ACRE PROVIDED • - 1 G' PGL 2 PR POSED B LD '� _ FRONTAGE:'20 FT MIN. 241.99' PROVIDED 6 1436 - " _ WIDTH: NO MINIMUM :PROPOSED S�, // • 5805 SF FIRST OOR AREA FREE SEwwIND SIGN - SETBACK%*, 20'FT - FRONT` SEE BELOW 1OOJ- - - i STAB ON EXCEPT 1500 SF O FT - WE � � 18.4• - � - /- �i7. 'UNFlNISHED MEMT'AREA" D (I f 0 FT = REAR 15:2' / ONE STORY UCT)RE 100 FT ALONG ROUTES 28 AND 132 ,UNiT 3 ' I 0 `I NO M00<0A E BUILDING COVERAGE: 58056/45424 - 12.8%PROPOSED • J - T7� ISM SF oi'F,C£AREA CA.. CIEANOUT { 30 F7 MN(y;IUM'BUILDING HEIGHT (OR 2 STORIES. WHICHEVER IS LESSER). " ( I) a• \�/ EIRSTDC COWTOUR ! I AFWROX 14'.TOP PIATE ND"PROPOSED-ONE STORY CONSTRUCTION � � + II 'C7.' kt( �' ,� � G MAP 27: Ulf FROM YARD LANOSCAREO-SE?&aCK,FROM ROAP'tOT LINE. 10' �' � - �' \ lu ?O• o-° PC 2 OP - -WITH 3"TREES.30 D.C. .' - - , / J• �•Ti / - \ °j- # 241 „42.3' PROVIDE ANIITi 3"TREES DO'. 'a, , ' f� S - N..o GRADE . D.C.PROPOSED:IF EXISTING TREES NOT RETAINED. - , - r^, ¢� Exina'G`' lsU» WP REGULATtpNS: PROPOSED - ' - �•••'''ttt,�� '� ? �+• P la-0, ai i� 8lA ws SPOT TN+FOE I `56X.MAXIMUM WPMVOUS COVERAGE ` 22.066.SF/45,424 SF- 48.6R - / 'e - �• - C7 O ? - -30% MINIMQbI NATURAL STATE 20.995$F/ 45.424 SF- 46.2X • N 9,:"` .q FaoFosEO 5 au.9xNB ,0, /A� ILTERIYOE�ET71: ms LZPW ZgZ-MFND.AIM j 4: LANDS¢APE'REOUIREMEMTS FOR PARKING LOTS LANDSGA I.PUFFER FROM LOT LINES TO PARKING LOTS.AND ORP./M IO• SIPE& 10'REAR REO.. 10• MIN: PROVIDER %' i' • ° �'tREE l - LANDSC�'BUFFER FROM BUILDING..TO.PARKING LOT: TO--RED: •` ,F' c0' 40• `� - By o "44�� RFD uAAF ACER Rt NUM I - _ 14' N4*10'PROVIDED `• a - PmPosED LCAa,N- 4-2.7 PiFI(I,11G N.FRONT A 510E BIKl.D161G. - - LFAO6NC -. 1 _ -- L 7•�` do•./ 1 . l TREWX I _ (REAR INFEASIBLE'DUE TO 100'.FRONT.YARO.'.SETBACK) / .-. / g'O• / SEVaR UK IOX INTPIOR LANDSCAPED ISLANDS WITH:I TREE/8.SPACES / - [/ �"." - •' -r.. FOR'•,PARMNG EATS-0VER.21 CARS. -. - �I s EXIST. _ ,^A./ _ .. / I N rATER LINE SIGN .- :�-\ -' � cws tR+E { 2031 SF/14718 SF.>: 13.8%INTERIOR ISLANDS PROVIDED COMFORT INN - Y_ - I TREE CALCULATWM�/ -. GAS GAiE + 31 SPACES/8 4 TREES REOUIRED^ .. / /� - - - v,. (7)3".CALIPER.PARKING TREES.PROVIDED_,.• N `�•:.,. ,.. i� % I . 't..._` _ - 16-X03 - .. ..��. .I COUNTY OF.BARNSTABLE .. 'PARKING.CALCUUTIONS: - '` _ 330 OFFICE USE:^5806iG.FA(1/390) -19.4•SPACES ENTER� - - • .�/ % -.. - APPLCANT: D.IEL M CAUTN.JR '{ PRINCIPLE USE + 4 SEPARATE Sl1IfES +4.0 SPACES SIGN - ,.�/ , P1L,-505_362_=)-I- •�- UNFINISHED.BASEL/Fltf STORAGE: i500 SF(1/700) a 2.1 SPACES ' PNuwErs •� •Ns+ .'. TOTAL: 26 SPACES REWIRED # _ _ DwEI wt�RASPwTE i 521.CMR 23.23 26-50 SPACES 2.HCP SPACES.REOUIRED: Y, ' 274 r Buc WER OR VE j .31 PARKING SPACES'PROVIDED INCLUDING 2 VAN ACCESSIBLE HCP SPACES _ - - - - I- DO NOT DISTURB - - COMMONWEALTH IOF'KASS. .. 0®BOOK two,a tN ^ / PTAN BOOK 211 PADS 47 at PR 296 PG 4A 1 CAnI.CNONEER OORN g1vE ONGLYETNNG.NRG RW K D,2675 pRD p�ynN DA f,A�,-SO6-]62 J62-S�� OMN P'L.5_PE NOTES: - .I• 1.71E UXAT"OF-DUSTING UNDERGROUND UTUVES SOW ON THIS PLAN IS � � .../ ?-0• � -" _- � , .I APPROIOIIATE PRIOR TO ANY EXCAYA7KNN p_TH6S 97E.NINE E)[CAYAIbIC 4G, ,">/E v t G� 9� GaNTRACTOR SNAIL MNIE INE'REQNRED 1f"BLOKE MOTNCARgN TO DIG SAFE N i (i- Jy4-7ZT7)IWD ANY OTHER UTIU ES U604 MAY HAVE CAME PIPE OR Al q l/� . �F`,`.� ODSE „EdIIPTIENT M TIE CONSTRUCTION AREA FOR VEIVICATON'a LOCATIONS.. .. C �(��\J 1LF➢NO�,¢ _I 2 All.IX0gfRMDOH MATMAC&60WONONTS.AND WTHODS EYPIOITD OH PINS i •.•/ .EK6T `ti/•\ yO PEDEST �/ ♦ v. _ . ' TO TIE TOkk OF SARNSTABIE S BM49ON'AECS 5'PROECT WORK 9ALL COfON61 - Y-- AM\OR THE NASSAGIUSEIIS.OFPAR7LENi K PtIBUG TRGfiIS STANDARD' ,7 _ / .. - - ' • SP£gi1CA1TOM5 OR ow.eROas 9,Po NpTWAYi AS AMENDED ro PRE9NT. _ r AA 1 .. 1 - -' _ .I Au 6FDIIG.,KMRE AND.wivl,ALs so NbHiORK m 210 axe uo0 TIiIE S �.: ''7 r .. .. .pD.TMRASTIbIE'1EALTN DEPr.:REaIIATpNS. Oosr FIAiPOIES R I' - . .I .N VERIIFAII Dow IS ASSUMED nwm Tow"GAS,(APpRox TI on) � j'.' I �� - A OEi16N WD *POR AIL.PREOA6T INNIs , " - y+ .. `._` - -� FF LAN TO BE AA90 W"U-U=NOTED. - per.•., , /:{^ _` `- :.� ":� p/ ITE PLAAN . S THIS KM IS.FOR PROFOSCD,FORK OI&V A,p 15 AM TO " - OE USED FOR PIONN"UNRE STAINING �• .. - 6 6'I.w1N AND SEED ALL DN$mwo PEAS NOT PAVER.Mfi.O3:0 SETA .q �, :� - - - - - ,OF LAND ITV HYANNUS,MA ! Y.ALL'eN7A SEWER PVNF 470 SGH-B6 P4C UMLLSS NOTED: EODN.11aR/. , r1, a ea>uvoNOlrs'NOT'ro.tE EwcxFUID.,iR DONQNFu YTgID - - 'Y/!i �]��7��,T�j N6PECigN.BP EN10 81 6N1 AND TIEHNSSpN'OBTMIED: / c15 STATgN DR!4.. i'' N.ALL sr«6iNwER.R{MOET_TO BE RETAINED OM.SM.EROSION CONTROL AS RFpAAED , #143.6 IYANNOUGH ROAD - gNUKS,00a5TRUETRUP ro PRmff SILT na ENm6NO ADAWENT F R=& ' �. P D FOIL 10.000RO WTE,RRPTV REeNOVN.9/*.SIXAAna 5, APPROPRkM VDO0R5. d __ �' R :,.All ucNN.w 51xdL coMFOwF,o oRua,MCE. ',+ _ DANML M.-GRIFFIN,JR. I 12.CONTFIVO ID VERNY IDCAIM AND DORIS AND AVARASN" r . .. IRE OF ALL URORES'PROR,O:ANY CONSTRUCTON w THE STIE. - / - ; - _ C SCALE: 17=20' DATE:7/10/02 + REVISED:9/14/02 l°"m•,a .ROD,52 mOEHING) r /•. " _- i ,'� /\."` y� y REVISED: 11/23/032 (SEPPC. KDGm - - - m+wT CURBLL'0 off WS-362-4541 '• a, RAN ND"TE5 IIOHRNFG. LAWSC, &OMENSIONS ' .•,v IOK 508 362-9880 _ �'-FfJO6f SET:RIOT FOR COIISIRUCOOH TH'S • ' NOTE Nso-SEE GRAOING/uWT1ES PLAN SHEET 2 �ay..N OF a Pf2OPOSED CONDITIONS .SITE PLAN `" , down cope engineering, .Inc. �ouB a w 60L ENGINEERS 3 avA OAaA c 20 D 20 40 60 FeH LAIVO SURVEYORS *F Q Vss/03 - � 939 Moin Street - YARMOUTHPORT, MASS. �D'' FLS, '� DATE . 02-153:. - - i � `,}I • � f i % /J s �\ 55.5!/ t��`F` , /^' •�3z fi I .• ,, ' � �� 61.0 «.• � .. .. ., . I ` � `\t ° - /, � y-p_.q•- ! 5.o . / '/ .� 0' 1303'7R'3��([TF. /� �EPr/WER7 DREN6gT-A 2} , i s / F O 1 1 G , I t •` ,� - i t. t /KErsr RLT.w r ! / +2 29 t' `,a, '1 ' LEGEND 45.6 - � �^ I : /a...w er. pRNH/ /` MAP 274 % I LP PCL {1 �xh*—SR , , t© ' d Y O ;. Oa�lr/A,.a b V_ // ,1 , ; Ji % `}\\ 1 F , sLtiEn wwa" f .\ COMFORT inM ?E7(STWG REfAte C i (••//11 y ' i" ! 1 I +]43s I X'i %Am WE ' 1 ./ . - ,. , •j2 • , ,[ • 1 _ ,, 79..]�` PROPOSED WMOUR e '� vaaP. r\Raac ' �— �TM l u�«T/. swPE s4.eau.a�� I 1 1695 Si Pt"c` `Ai.O, �.., \ cCY POLE { .. � �• \ \ t \ '\ DRarm UGHT t - ; • /:•RC/EAE J -PrL PR POS.. B ILO ` • ��, \` ..]\'` \ 'ERSTD4 POLE„ _ ` \ .5805 SF FI.', LOO,aREA \ \ ` 9B~ \ \ SLAB ON G CERj 1500 SF \� �'�,, � � � za5o�DM7PaE LKHT /_ / \. 1 \ _ -.% / // ✓/ -...! ' ON(SHED SRUC FREE ST-DDG SICM - . .' i'.:. j' : i ..,• e � � - •' s7_w �'¢ �� 'i\I \ p� ,, -c\\\ ; _. MAP'274: { /.a ; * / { - .L� \\ o 'zo- \ •t\ \\ •\ \�• PCL 25: �. PROP.FLAG Pau i eat i°co. CLEWOUr I { y w \ I / � - / i ~ Yy�J _/ �!+SE.6! �� Y,y, � ('+� /h y O �\\. \\ ` `•� }��y VY Eb51M1O Cd110V1 \\ r, •y, ® Mi0Po5ED SPOT cR/:OE �{ 1. ; { a ' • !M1 \ \ '' \. 1 i, +49.40 �m,c sPor GRADE t&RWt^t I, \ `,• .� �'�•\\ t i�+- 3s � 1' X el.o GL:spar GRAPE 1 • - .1 / / :\ \ -t •� y \ ` PROPOSED 3 GAL SHRUB ,,;:. 1 / .. / , - I 6-0• , .,t ` ; } I - KiERWE BEMEEw i « \ i' \ 1 Mw0 BLUE NYDRxNGFA vrte,E AZALEA ' 4 � • _PPRaPosEO r�rzE_ I I \ _ s •.. RED-PIE AM RUBERU I +/x.2e . ,I / \\ N.`: `I I/ \ ` ' �/ PROPOSED tE,CMq PR \ ---R2SA i t _ :LE.O+Pac aucH II 5 - / . . ,(�Y f t ', 1 I y - I, 'J• � - —$— SEWER LMF • 32.T6 � q. . \ / I.� I C... } i .I -- ,\ J f 'C.,. / ! J MAP .��(0 .+. - • + - 1. _�2.7a /, i _ +3/J9 ) f 0.i / /: .`� � 16�J(03 �' w v,7U E 1 , �•N, si C Po- 'CQ(lNTT-0F STAB \. . p GAS / 34 _ .�274 .L I //, :. - / ./ / _ % / •!(s_ .\t / rQMNQN TH OF KASSi'. /; /'� i\ :77.4 ,`•s , . Y .` ppggpppppp66QQpp - +]�(6a t _ , f • ft GAS srerrall OYIvE t - '�t•Ss,79 <. _ �. / �/ / %/ - .. // i - - D+]b2: �` RADIlejG ITLIT' 4Q]. ; Z5. G &TJTII' LAN TF � • � TO-ACCOMP ti� , SITE .. .\. . \. EMT.FUf.PalES� � � .. /'•• / IN HY � ` 9 ,, ;: OF IAvn 1 UTILITIES T " +],i9 U�"r-,DES SI/E/f' #1436 IYANNOUGH ROAD � GRA LAN'"/ 1 • ^ �K IxHr i grPe7 gb4c D WIRE zo o AD/ PREPARED FOLn SUTtlw ORNE �}39• .. \ \ +]a,3S / - v— \ fY1 \\ i DAN�I, GRIFFIN, /557 \\ �. SCALE: 1^ = 20' DATE:?/10/02 +w \ i REVISED:9-14-02 GUY PaDa wr:Hor m coHsTRLcT REVISED:10-09-02 1 REVISED:V23/03 { 459.71 .. (s¢PPc,alx / a. I. - f - ,•• DR6f J.]a _ - lye-3B�6541 YIwT CtitBCUt1 / '., ! W �/ 506 3B2-9EBD \`_i ^ \ \. «� �`' \��\ ;', ,' tw aF °� SSEET 2 OF ` •f! l' iy ,' '$�. 4'�e i \\�\,\ \ Giaura 0Ian cope en gin eerin g, Inc. s AmIE = — / +�•.\\ \ ClLA wL. ENGINEERS s av l +D9Bo c_ 1 `I ! \• ` ra amsz !' !i ! .H^ •' .��. �� .LAND�SURVEYORS 7,*` \`\ 34pn r — A 5' DATE �+.•,• \ ,9 .'wee r YARMOU7'HPORr, MASS. PLS. P NOTES: . ( ..) :. �• w - •\7 - 1 .. / ,\\�\ / 1 Of C>asTwc u roERutwND uwT�Cs vrow aN TNrs.^u„C law AND SEED wu asTwem waEAs NOr P.vEO.YB WD L ✓ 6 .``� / I t.THE'0C,,o+ FOR TD wNY EcGYAAON OI TINS 9TE.iNE ETU DIG. 7.ALL GRAVITY SENER.PN`ING f-P SCn-PA PUC UNLESS NOTED. _ sPPROgNwtC NDi1fICAMXI TO DIG SeiE 4 ✓/ T \ 1 CON;CTdt SHALL-MAKE THE REWIRED 72 NDUR ".COMPONENTS NOT TO 6E MNFMIFD OR CWCEMM'RN„OIR \ 'lam 7233)AND ANY OT,tER UTRJTIE$TA11CN yAY AVE CABIE.PIPE M ASPECTW HY ENGINEERmG AND PERMISSION Of:T/rNED. .Ewrrnon°F lt:c.noNs I.. 1 2.ALL CONSTRUCTION MATERIALS.Wl�dlpiS ATE METHODS EMPLOYED ON THIS 9.ALL SIORMNATEq RWdF 70 BE RETAINED,oN SITE. SEPTIC SYSTEM DESIGN DATA QP •Y27A M. _ ^ I PRO.£CT YRAN SNAIL CONFORM TO 1HE Qo., OF 6ARNSTA8LE'WMms0N REDS 10.'C'O0.0-TE VT6RY KE AtS/INSTALLATIONS MOAT nPVROPRMTE YENOORS \W T11E YASSA04yET15 DEPwRTYENT DF R11NlIG.N(IRNS STA.VOMD ACRFSIJ]O)-Not°„D DESIGN RIO�N KLOKD. I 1 SPEdRCAROtIS FDR BRACES AND wJI=S AS AV+ENOED TO PRESENT. ,T.ALL U TING SNAIL CDNFOIN TO 2ONWG ono-"E. JJO tOAC A5..1A S/AJ560 f� I/ ALL SEPRC MVPN A.D wTERwS Tp'CONfORM 10 St0 OIR IS.00 TITLE S. T2.CO,RRAROR TO VCTNFT IOCATM)N N+O OE>NS AND wVA{AB4tt TOTE S FLU"' _Y18 C�0 DESIGN fLM ® ®.•� �// / •--i_ \�, e ry I I I AND 61RNSTABIE HEALTH DEPT.REWUTN)NS pF A3 VT4RIES Ppga To A. C°NS+Rtx"ON THE me OF .REAL ..selsr c7s uvt000 sn ® / �// / ,a / 11\_.``, C-t r - 3.• j i R ASSIDIED GROY TOvnl Cts IAPPROx.NGVDISII -NO FJA"AGE 05P.6 NLsCPO I(20DII) fOR Al PRECAST{INNS I 3EPItC TAP[:N3.6 CPO(20OA/ USE (ISOD SE • '� + USE 60O GV1:JN N-t0 SEPRC TANv - •- /T TO BE AASN10-N2D NAL55 NOTED. '. _ / I 3.T1Ry PIAN 6 fOR PROPOym HORN ONl Ar0.6 NOT TO USE Ct LATER CLASS t 5D&5 TOR llAd�'G � , 3A36 CPO/0.7f GPO/Y DaJ Sf IEALw 10 -b •'/ •-/- 6C tlyEp fOR.PROPLRRI'LtN[STA+tAVG. vt k:CiD -6;l 1NrnTwTOReS wlln J.x'N,o WE I�°IM�ENSId61 •�j/ , T /•• ,i. USE t tY OF STONE ETRAtO�RS�fOR 2.O ETTECOVE OEPOt. / F• « w�. ` 1 rc ypEyAty 2(JO N'�,O.00I N 20� eI SF 'OT. ppf10Y C/PACIIY 3O.N•x 000' JOS ST x O7• L,•.S C„'0 xzs cPD o.tl • / `. ..� 't - - - .. _ _ \ ; (1 1% GRADE ALL POINTS B ( -- • _-___- - Ti GRADE ON END uMTS OT4Y. --_ N-Io GONG.COVERS in IRr„N"6-TvesNED.4YtA0E cow_CODER TD"ITIRN a-a FADE -GROUNras:Dz-"... . • _ F F 7 _SUB(L 63.0 &=IA D-BM RISER AS 5M-- " r RIP EL 61.02 ��. .�MORIAR ALL COMPOW-NTS ,ADAy.r FI x.e7• i 3' 8,,8 TEE iti.. 'Q1:9T�' =rr TEE \) wr 1yoD cAl N-10 '•tC:: - -PSCHAO r PVC .t LL .�,-.• � .. SEPTIC TANx GAS aA771: 80.73 .sdMo •J�: �._ :•: ': •"�°SQS PIPES LE'IEL 15T Y •••� :e.Y. - :;: e.::o' '��''�^`�• a'39.66 'O.LEVEL BA.M.eos M tAPAtnY pIIL1RATOR duwBERs E4.ITEOUrD:D. _ -- .-- 1 I6TM I_f)'OF STONE BLINFJUII WITS AND STONE AROUND AS lIS1ED BELOR _ - `N-fa 0-90x DIN w COMPACTED GRAVEL I.�T urmD6+EATM AND.3 6oT„:SUES ANO _ •.•` • ..'•• VMSn STONE L. glvtvAGTIdN(TYPJ , FATo1Dew 2.67'AT EACH END OF THE PLASTIC Si1PS[ARE$• _ -- - 2 014RA1L OII1EKSlON$'TO OUTSIDE OF STOW--30 N'x 10A0 x'2.OD'E><F'DEPTH " -- - SEPTIC PROFILE --- DST.GRORICI:ATER / !E' - .• y - ' - APPR°x. '6 n".37.TOWN -�/ mot+'`►/ - MI,+�' ' e .. •.. _ - ` t - _ T - PROPOSED H-20 F&G. ... JJJ -\./r/ � 1KAw OUIY n-m Ca^ER Yx r FSATE RYP.) I L... .� ?`� » �•Dn w• CPE11 sEE DETAIL T'I M0.1S M FAPE C00 SIDE CROSS. 1 6OeT `i .• - - _ .. •'LMY Nil SEED BtCNiRl REAS Urts(Tv':ALL ; - - :... VER - - ti°�NLS� � INVERT ELEVATgN • L I.C.dl FABRI[ .'PREGST ' 20 •:••. 1• - PLAN _ , ON n. SLOTTED �\ STORED.„_ . ::,.. AREA . AN AS "IMSTED - o HOPE 2O ADSr#NDPEPE m. a ` ELEVATION Y MPL,PE/SLONE LISTED ON SE•E PLAN + PLIEi „20 12 ,IOIt W 1.O' MALL COMP0NEM5 SCAL;f--TW - - - (rvPJ s PLOP[OD[ .. ,. - t 0 130 300 - _ 12A•(ryp,) 2 U L- .. t 1 FN1 REMOVE 2.o mP3 _ PROPOSED 3'�r:agpETM"PSE i.•.,••.� - H_p IHOM SpUp T2"N1-20 CPP `. - - - t, 1TISYRbi81E. _ _ 1000 GALLON _ ' _ ,•, (OxAIINRPID H-20 m�. LEACN%`IT .ROPE tz MK _ PIIOPOSID .•:R: � ' THI SOIL EV CWTCR DNREL A aYIA F{S.f2I. M2 �t a�� OA„EL A QWA PISFII _ 1000 GALLON. -•�-IP I.Pr-r-w SNORE, I°OON-m OR EOtMI - I - BOfk.DCVp SrAN10N u �ZbBASRI T pB�wO�'4� • _ D=::Am ELLIS MIC 12/•/02 AROUW Eex6'-O"SNOREY:. I ♦I,; • +. pICV.:RDO y tNi I,EAdIP17 8,O• x SIO„E i - f ORE 1 PMPI N- EaVI - . t- � 6PASRI N-m a EaHI , - : V txwN-m Dwl _ d,D,MI vATE r .. : O• EL 66..0 °_ORCMAC °- - i _ ___ Y CU SAND T - Q 2• - A-LOAM SA0 "' .6•wASHED STONE Jx.•lWR'¢TRDtDt 5 STRUCTIA / .. _ - s A-WMM SANG IOYR 3 , .. IOY.R 3 ` 6• •_ _�_: SEE iMMN CRO�STOCN 9A>+Tt .•-_�_.�_�.___a'MA AROED PIT t .. B 6• B HOR20M Y r • S/<"-' /Y --- e'.MIN AROUND PIT OR AS NOTED •. IOAW SAND LDAIYY SAID , RASEO STONE(TYP.) • ' . _ F , T , IQ"5/3 , Y'C '... 'DYR 5/8 DRAINAGE CRO SECTION SS • t - fl.6iy. N' � ELWA .. PP�i.19oxs .• ' • [[9V.�� • CI Ix1NQW Ci f+ORQOM Cl PERC MTC<2YN/N LEDIAI SAND - WO BERM NOT TO SCALE t ;2-A s6Rm tl-m . -18 IIQSW SAA 'BOTTOM PQIC.AT qw . 10YR 6/6 _ I-TOPCOAT MASS DW A OF PITS 3- PRII FIR �2�OR CMIPPPE f101E:NWIBER Ap.AUCMRAENT . _ .l0'!"6 T`. 2t GK PNIMLD IDx GRAVEL '. 12PE IT - - Mp.e,;*6 VARIES.SEE STE PLAN. - " DOS EL:6IA -6N• Y BNOER r - .»•-tS Omni[ . tt S6S Q Id62MEEN0M ` SKID I o I V I -RUNID 516i s A:. - SAND SY S MANSE :�:�'' r HEpORA •/ 7 e. IOYR •r'PlrocEssED�j 2 ' .. MlA3,M8.RP:LLR COMPACTED . MDPR - r T _ m• ' DNA-. EL 56.0 .i ■/-�O "`.` 'EL'S•3 SUOSOIL 1 • CC M1TOP s - . REMOVE O T No GRq)IptuT[q ENCixR1lEftED • ET - DE TAIL SH EET.. No(3Id1I1111ATER EIIL�IIIITETTEO' ,. t . 0!!61 „GTE:REMOVE ANY fYtOST 5t6CER1BlE'1ATEAML To A DEPTH or 3s Blton iNISHEO R DE. I p�OODG�O cRo55 SECTION ESE.IIIR7 CROIRIORAT[R o.,37:(TORN uAP) _ TRENCH RE AN TqN fRDSr SUSCEPRBtf:I Sc t 2: - -. onBIESTWIo n n - nIAN IOZ DRY wnalr PASSING/200 sc Ef -.00000000 . (L� ( OMV AAt6NtD TY1T®IN[ I A ^ p °Oe1PACE'!LL i71 a 6.1F15 TO 9S[MOO. 0 - � P 1" Q TEST..HOLE. LOGS ._ R Y tYl1„MBMTDRY RDA1R EDMPAGIE,L 0000 000 ;r. �-SITE�000ao •L OD „ cocooaeDOF LAND IN HYANNIS? N MA �,�;;�.,, PAVE NT CROSS SECT'10 ❑oo000004 , UR wl . NOT TQ SCAIE woe 0000 �.QP,QIO„TIINL - 4 ROA►D mw 6°Rl , TAOIet a NIOL N6 #1436 IyANNOU tf ' calmer Mc BIPIDEID oOINSSD,lTs 6- !SCEo t PREPARED FUR 1 T�-•t +�1 ra®srla • MDIS(TYP.I - - f(pM5)R®0MRt1YG = FRAME AND GRATE DANIEEL GRIFFIN'1m SCALE:3/: ,._,_ .SCALE:1" = 20' DATE:7/10/02 \ "n-20 RATED LEBARotI OR EDUAL - �•ji�JSED:9'14-02 PO xNPlDm 98iYR 'PE16YT SET:NOT R LQNSFRNCTa'JM 10-09-02 � REVISED: :SEPTC.elx. R•PSL7N0 ROOT DiTAAI O':/6- RJV'•ISED:1/23/03MN1NY QIR - `�V. i !;.'•`' To PROF DRAINS A MN. EWE PH 508-362-45411 - 71 fo.505 362-98W f2 2. I a of v�'"0""4c SHEET 3 OF 3 ROOF :DRAINS MMMF.L.BARON 8ROCxm NA -down:° cope engineering.'.TREE PLANTING. DETAIL °°E`"T'°5 NOT To salE WEIGHR:430 LBS C1V/L ENGINEcRS y wSOA2 :/�'3/03 S COVER LAID SURVEYORS TYPICAL ACC ES DATE . - - SW:3/�• '-o- 939.,:1eln SEreet - YARMOUTHPORT, MASS. .E PLS. .. IA�FL.SVAER OR GRAD AS APPRDPRMIE _ - HATHAWAY Os,yi�l / PONDS Qpq S 1 �2 <�0 LEGEND LOCUS. o vAADAWAY RD. o F' / O SEWER MANHOLE <�I,� o10 WATER GATE 22� m ,rA^'OV�H RD MAP 274 LP / M QT y�A I'SE. PCL 1 , - CATCH BASIN 0 s S ` COMFORT INN / }- PROPOSED CONTOUR Styr y � EXISTING RETAINING / WALL CQ� UTILITY POLE LOCUS MAP SCALE 1 "= 2000' A GROUND LIGHT �32 UNIT 1 � EXISTING POLE LIGHT ASSESSORS MAP 274 PARCEL 2 9 LOT SIZE: 45,424 SF (1 .04 AC.t) 1693 SF OFFICE AREA UNIT 2 '01 PROPOSED POLE LIGHT ZONING: B BUSINESS a' 1200 SF OFFICE 25' MAX. HT. � � WP- WELLHEAD PROTECTION OVERLAY DISTRICT CRE PROVIDED FRONTAGOE: MINIMUM20 FT MIN.1 .04 241 ,99' PROVIDED MPCLAP 224 PR POSED g I L D 1yz 1436 FREE STANDING SIGN WIDTH: NO MINIMUM PROPOSED 5805 SF FIRST OOR AREA SETBACKS: 20 FT - FRONT* SEE BELOW 100.7' SLAB ON GRAD EXCEPT 1500 SF \ 0 FT -- SIDE 18.4, UNFINISHED B EMENT AREA \ <;It" a�0 0 FT - REAR 15.2 ONE STORY STRUCTURE . * 100 FT ALONG ROUTES 28 AND 132 1 0-\- PROP. FLAG POLE wOMF® + NO MAXIMUM BUILDING COVERAGE 58056/45424 = 12.8% PROPOSED N UNIT 3 o� I C.O. CLEANOUT 30 FT MAXIMUM BUILDING HEIGHT (OR 2 STORIES, WHICHEVER IS LESSER) /�?g 168$ SF OFFICE AREA I I APPROX. 14' TOP PLATE HEIGHT PROPOSED- ONE STORY CONSTRUCTION S'r yqC< y44 M I I �48� EXISTING CONTOUR MAP FRONT YARD LANDSCAPED SETBACK FROM ROAD LOT LINE: 10' \ 'p '� /e�rtiiw SN 10' o PCL22 � PROPOSED SPOT GRADE WITH 3 TREES 30 O.C. -'- °LF �<<s o�FNc �o # 241 22.3' PROVIDED WITH 3" TREES 30' O.C. PROPOSED IF EXISTING TREES NOT RETAINED. �- °'�,� s co RygHc /sTq/RS 9gOsFR }49.a0 ONT NCR EXISTING SPOT GRADE (SURVEY) WP REGULATIONS: PROPOSED / ,/ �GIN ^° S/OFiyq .0' No., /'\ 81.0 G.I.S. SPOT GRADE 50% MAXIMUM IMPERVIOUS COVERAGE 22,066 SF/45,424 SF = 48.6% ScgoF [k o . 30% MINIMUM NATURAL STATE 20,995 SF 45,424 SF = 46.2% ; .�BLS 4 R 2`' ?� PROPOSED 3 GAL. SHRUB / .01 ALTERNATE BETWEEN: PJM RHODODENDRON NIK�E BLUE AZALEA HYDRANGEA WHITE 4-2.6 LANDSCAPE REQUIREMENTS FOR PARKING LOTS ti LANDSCAPE BUFFER FROM LOT LINES TO PARKING LOTS AND DRIVES: i 10' SIDE & 10' REAR REQ., 10' MIN. PROVIDED PROPOSED 3" CALIPER PARKING/BUFFER TREE LANDSCAPE BUFFER FROM BUILDING TO PARKING LOT: 10' REQ. �/ 80' RZo' RED MAPLE ACER RUBERUM 14' & 10' PROVIDED 0 PROPOSED LEACHING PIT 4-2.7 PARKING IN FRONT & SIDE OF BUILDING �1 '1 • -,` & LEACHING TRENCH (REAR INFEASIBLE DUE TO 100' FRONT YARD SETBACK) 99' 'p• 90, � /' - S 10% INTERIOR LANDSCAPED ISLANDS WITH 1 TREE / 8 SPACES \ SEWER LINE FOR PARKING LOTS OVER 21 CARS. EXIST. �^ ; `...,,.. � W WATER LINE I I 1 SIG \ _.__-: - ,�� LiNE 203 . SF/ ,4713 SF 13.8% INTERIOR ISLANDS PROVIDED N \ �� "�R25.8 \ TREE CALCULATION: COMFORT INN ryry. `� 31 SPACES/8 = 4 TREES REQUIRED \ (7) 3" CALIPER PARKING TREES PROVIDED MAP 274 GAS GATE � �F'� o 16-X03 o" COUNTY OF BARNSTABLE PARKING CALCULATIONS: OFFICE USE: 5805 GFA (1/300) = 19.4 SPACES ENTER PRINCIPLE USE + 4 SEPARATE SUITES = +4.0 SPACES SIGN APPLICANT: DANIEL M, GRIFFIN, JR. UNFINISHED BASEMENT STORAGE: 1500 SF (1/700) - 2.1 SPACES 1330 PHINNEY'S LANE, HYANNIS, MA PH. 1-508-362-1300 X760 TOTAL: 26 SPACES REQUIRED 521 CMR 23.2.1 26-50 SPACES: 2 HCP SPACES REQUIRED. OWNER: MARIE RASPANTE 31 PARKING SPACES PROVIDED INCLUDING 2 VAN ACCESSIBLE HCP SPACES MAP 274 59 BLUE WATER DRIVE CENTERVILLE, MA 02632 M.H.B. 16-X01 DEED BOOK 13041 PG 147 FOUND COMMONWEALTH OF MASS PLAN BOOK 211 PAGE 47 & PB 298 PG 84 DO NOT DISTURB PROPOSED CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. INTERNALLY LIT SIGN 939 MAIN STREET YARMOUTHPORT,MA 02675 DANIEL A. OJALA, PLS, EIT, ARNE H. OJALA PLS, PE PH. 1-508-362-4541 G'�gnt FAX 1-508-362-9880 NOTES: p T/H J J 4 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS Fkjs "R 0 x £ �40• APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING T/N� qAl 2 00 �?,Cqp RIGHT TURN CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE T 'c�p�,��COp p� ONLY SIGN (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR r iy o EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ♦ p S/FFkq \\ R:� EXIST.TELEP ON�" 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 6 A EXIST. <k PEDESTAL PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. SIGN �/ `�✓ �` AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. w `� ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 0-11 AND BARNSTABLE HEALTH DEPT, REGULATIONS. 3. VERTICAL DATUM IS ASSUMED FROM TOWN G.I.S. (APPROX. NGVD29) EXIST. FLAGPOLES 4. DESIGN LOADING FOR ALL PRECAST UNITS I ' TO BE AASHTO-H20 UNLESS NOTED. ' r 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TOSITE P BE USED FOR PROPERTY LINE STAKING. I O gMgTC 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. / /p N0 C FI j \ 7. ALL GRAVITY SEWER PIPING 4"0 SCH-80 PVC UNLESS NOTED. EXIST. LIGHT / "'' 3Y-00 qpF C�/NG Di' �D IN HYANNIS MA 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _-_ 0, \ INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. `� � `�" GAS STATION DRIVE 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. EROSION CONTROL AS REQUIRED -(-�}- 1436 IYANNOUGH ROAD DURING CONSTRUCTION TO PREVENT SILT FROM ENTERING ADJACENT PARCELS. \` / .�- `i" �y �� 10. COORDINATE UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. \ - / �, PREPARED FOR: 11, ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. tiRR`i A 12. CONTRACTOR IE VERIFY LOCATION AND DEPTHS AND HE SITE. ' Q . GUY DANIEL M. GRIFFIN JR, OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. / , ��` I WIRE STA: 1 D3+32.31 a SCALE: 1" = 20' DATE: 7/10/02 I � /CL DRIVE CCD � (ACCESS SEWER REVISED. 9/14/02 ADD 132 WIDENING) 00 L�R:I ♦iSEO: 10/07/02 (SPR COMMENTS) REVISED` 1/23/03 (SEPTIC, BLDG, THIS PLAN INDICATES LIGHTING, LANDSCAPING & DIMENSIONS off 508-362-4541 �i ¢7�3�f o3 MHWY CURBCUT) PERMIT SET: NOT FOR CONSTRUCTIOtd (HYtxr.�►r+T) NOTE: ALSO SEE GRADING/UTILITIES PLAN SHEET 2 fox 508 362-9880 SHEET 1 OF 3 PROPOSED CONDITIONS SITE PLAN SCALE: 1"=20' �� H of down cope e engineering, Inc. d AR NE H. y� DANIEL A. 20 0 20 40 60 Feet Cl VIL ENGINEERS a IL �' OJALA L AND SUR VE YORS No. a09s0� i/Z�/03 02-153 939 Main Street - YARMOU THPOR T, MASS. / PL , �'asu DATE 5 , 65. 1 8 .51 0. 0 1.33 s 79. 6 55.5 aoj�� 6 .32 /\ 81.0 S IL ABSORBTI N S M Z O. (4 HI-CAPAC IN IL ATORS y 54.67 WI �Q � / ' X 30.3'H1 2 TO U DE 7 �G��(• / / �� E F. DEPTH OVERAL DI ENSIO S. 7. � Z 9P qF 4 REV / 1 \/ ��' t�ON• KEYSTONE RET. WAL +72.2 / /\ 45.6 5�G y0 / T.O.W. EL. 58 / T 1 �T LP /design by other 60 AL. DRAIN �4J n LEGEND EI 1 V D \ MAP 274 BA F&G EL. 2.0 PCL 1 / F&G EL. 546 54.37 �4'SUMP 1 5%TAL0 79.1 INV. OUTh1,2 , yG / • 0 SEWER MANHOLE COMFORT INN 53./71 Q O / / EXISTING RETAI G 6i o / h WALL / r 2q�' ` /H 2 -1-7 .35 �O0 WATER GATE 0 / D BOX. 0.4 � m (�♦/) CATCH BASIN 79. 0 UNIT / PROP. 1: ROCK PROPOSED CONTOUR Q SLOPE ST BILIZATION SF ICE AREA 900, A 6 Ca h UNIT I �1 UTILITY POLE 1200 5F OF CE +67. 5.93 �� END OF A GROUND LIGHT OQ�� / 1 WALL w44 MAP 274 c (� -f \' REVEAL ' P 14 6 I i \ D 1 O J B I L V +76.39 EXISTING POLE LIGHT 5805- SF FIRS LO AREA 3.96 6 +6 SLAB ON GRA CE 1500 4• 79. 7 I PROPOSED POLE TIGHT FINISHED SEM T A EA `'�qt,F �0 25' MAX. HT. . \ 2. QN STRUCT 5 .38 +6 13� -I-62.5� � �J UNIT 3 4- 9 FREE STANDING SIGN 0'4 60.46 "'~- 2 1688 OFFICE REA rn I + 78. 1 47,04 SF, \ 41 MAP 274 7 O 0 PPCL4225 � PROP. FLAG POLE \ �1FR p S 0� FRy /ST9/R -f-58.14 Agps S j 2 1 7� C S O T . \ Y °i � 6 0 CR / C.O. CLEANOUT 1 47. -{-56.61790 4 EXISTING CONTOUR 8. PROPOSED SPOT GRADE / O '540 1. V 4 O O 'IV O +49.40 EXISTING SPOT GRADE (SURVEY) e / 4 -I-7 .55 j\ 81.0 G.I.S. SPOT GRADE � I �.0. PROPOSED 3 GAL, SHRUB R2. -L6 PJM ALTERNATE RHODOD RHODODENDRON +61. 80 0 5 .0 � ' � NIKO BLUE HYDRANGEA s 51.45 �! 2 , +58 27 \ \ o, �d � � �7 5 WHITE AZALEA 99. \ 17 / 53.95 \ 30' -I-63. 9 ` ,. 2.02 + 28 PROPOSED .3" CALIPER PARKING BUFFER TREE / \`\� 7 RED MAPLE ACER RUBERUM 52 X15 \ 07 6 y .00 ' SIGN 3.09 6 ' C FO N +47.74 `bry �� 1 / 6' 64.0 - � . � ., PROPOSED LEACHING PIT & LEACHING TRENCH ^^ \ 52.76 i \/ 6,0 0.00 �\ _ - MAP � 4 K52.74 ! ,1. +51.39 k' � ••'f 5 "28 •- % S SEWER LINE 16 X03 W WATER LINE 'I' 2:55 ' �7 C NTY OF ARNSTAB E G GAS LINE H)q)p,^r',T' � 8 � � � � + 6 � 74.70 •.I-77.67 N ..3 '1 4.6 NTE +45.9 +48.88 -{-54.50 �, GAS GATE 54.74 52.10 \07x�53.0 1 +65,56 0 8 0 rn 53 MAP 274 55. M.H.B. 16- ��` 5.4 F N DISTURB CO��4 NW TH OF MASS 2.45 PROPOS D F` .\ } 54 19 BENCHMARK: / 5 CENTER OF CATCH INTERNALLY L SI / -}7 .02 4 BASIN EL. 57.18 +7 .6 y ASSUMED DATUM 53.42 4 ^ G(/q��_ (APPROX. NGVD29) 0.15 GAS STATION DRIVE 68.9 % I 1 \ ^C +57. 4 +71,34 +75.21 FfwC\F,Cp NIT UR p 58.7 T S,oI T ��NF,, BERM EXIST. �p 3 GI"ING & UTILITIES PLAN 578.79 TELEPH E PEDEST L E GNT y/ ,1� ch 9.04 °' o, -}71.57 TO ACCOMPANY / \ /�/ '�5951 STA: 103 3.00 CL DRIV o �� 6.52 EXIST. FLAGPOLES \\ AOO SITE 69. OF LAND IN HY S MA, 29 9 GRA U TI I TISITE A ' t56.65 R ,0 ��o c ; . +74.19 SCA LE: ##1436 IYANNOUGH ROAD E ST. LIGHT / 3"00 �'OF cT/N 20 0 40 60 Fee8.33 @ �r FUTUREPREPARED FOR: f \ GAS STATION DRIVE , �g 61. Z { 74.36 A►NIEL GRIFFIN, JR. 59.14 � s 55,7 +6 . 0 SCALE: 1" = 20' DATE: 7/10/02 GUY REVISED: 9�-14-02 PERMIT SET: NOT FOR CONSTRUCTION REVISED: 10-09-02 {f 59.71 S : 32r.31 _ . 7 ' � .93 CL DRIVE 074 REVISED*. 1/23/03- , o -4541 ��„•V• -t1311Q3 (SEPTIC. BLDc, 0 43 ST/NC �0 0 0 J��., ax 508 362-9880 �MY�R1')HWY CURBCUT) � ¢ B/T Rfi �J�Q `\�` \ 1H OF '�H Of Mq SID �� o I �,�.� SHEET 2 OF 3 Own Ca en g-In eer/n g�, Inc. � ARNEM. �y� �ANIE1. � } 82 3 1v� A. OJALq / Cl VIL ENGINEERS 4098o >O4x \ LAND SUR VE YORS �27'53 / / / �° 6'4s �I'64'a 9 et YARMOUTHPOR T, MASS. A PLS, P uAv DATE -� OTExm S: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7. ALL GRAVITY SEWER PIPING 4"0 SCH-80 PVC UNLESS NOTED. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE \ 1 (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 8• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. ® r iLF N� f'�0 X "274 X« X~ ~' ---- 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. X« . _� PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. E f' T�C .SYSTEM. ..DESIGN DATA s1>on # ANp\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. / f X. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 330 RULE: 45,424 SF/43560 = 1.0428 ACRES(330)- 344.1 GPD DESIGN FLOW ALLOWED. XW X X« AND BARNSTABLE HEALTH DEPT. REGULATIONS. 12. CONTRACTOR TO VERIFY LOCATION AND DEPTHS AND AVAILABILTY TITLE 5 FLOW: X. � 3. VERTICAL DATUM IS ASSUMED FROM TOWN G.I.S. (APPROX. NGVD29) OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. OFFICE AREA: 4,581SF (75 GAL/1000 SF) - 343.6 GPD DESIGN FLOW X« X« 4. DESIGN LOADING FOR ALL PRECAST UNITS NO GARBAGE DISPOSALS ALLOWED O / _ X. TO BE AASHTO-H20 UNLESS NOTED. SEPTIC TANK. 343.6 GPD (200%) = 688 GALLON REQ. (1500 GAL. MIN.) O X.0 X« 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO USE 1500 GALLON H-10 SEPTIC TANK BE USED FOR PROPERTY LINE STAKING USE Cl LAYER CLASS 1 SOILS FOR LEACHING X« X' LEACHING: 343.6 GPD/0.74 GPD/SF -464.3 SF LEACHING AREA REQUIRED. X. /" USE (4) HI CAPACITY INFILTRATORS WITH 3.58 DOUBLE WASHED STONE / X" AT SIDES AND 2.67' STONE AT ENDS (30.34' X 10,00' OVERALL DIMENSIONS) .y X.. USE 1.17' OF STONE UNDER INFILTRATORS FOR 2.0' EFFECTIVE DEPTH. X„ X- X" BOTTOM CAPACITY = 30,34'X 10.00' = 303.4 SF X 0.74 = 224.5 GPD X. SIDEWALL 2(30.34'+10.00') X 2.0'= 161.4 SF X 0.74 119.4 GPD X 464.8 SF 343.9 GPD O.K. X« . PITCH FINISHED GRADE AWAY X« FROM BUILDING AT ALL POINTS X. N AP �74 ` 4"SCH40 PVC CLEANOUT TO GRADE ON END UNITS ONLY. MA 27 -SLAB EL. 65.0 O �449 X- - -H-10 CONC. COVERS TO WITHIN 6" FINISHED GRADE CONC. COVER TO WITHIN 6" OF GRADE THREADED CAP END (2) REQ. TOTAL �- X« FINISHED 1 - REVEAL BLOCK UP D-BOX, RISER AS SHOWN. 3" PEASTONE j 7� ® 27 # HADA�/ c° MORTAR ALL COMPONENTS OVER STONE TOP EL. 61.Ot I � X. PRECAST H-10� # 29 -•: -- - --- RISERS TYP. " 30.17' � - - �< ®f 0. 2'o 'PHUT x- t . •••..' 60.58 2.67' - - ---- 2.67' - X« X 61.42 MAP 4 X. 13' AT 2% 61.16 t 0" 1A" oao°o a o 0 0 0 °o°o°o # 1411 \ n"ncrudn PVC TEE _ TEE °G°o°o°o°o o°o°o° CBJ 'V 1500 GAL H-10 8' AT 2% p000�000�0�0�0� N o°o°o°��p o°o°°o o° 0 0 0 0 0 01111 mill of 0 0 0 0 0 0 0 o a°o°o°o° o o°o°o° 4' AT 2% 0°0°0° o°o° 0° Goon °o°o°o°o°oo0°o°0°boao°o°oao°00000000bv000 aoa0000boo°00000ao°o0o00 0000000°0000000 000000°a o'000000 0 0 0 0 0 0 0 0 0 o"ih o o a o v o o 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X. \ SEPTIC TANK GAS BAFFLE 4"05CH40 PVC 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o co 0 0 0 60.75 000 0 0 0 0 0 4"0SCH40 PVC o°o°o°a°00 0000 000� o0000000o0o0ovo0o0000aoa00000°o0000aoao ao 0000000000000000000000oa o0 a00o0o°oaoao0°o°0°0°0 °o°o0C, G O O 0 0 0 0 b 0 0 0 0 0 G O O ° o 4' LIQ, LEVEL PIPES LEVEL 1ST 2 _- _ A Q AL 59.66 EL. 58.5 o X« INV. el. 60.5 HI CAPACITY INFILTRATOR CHAMBERS (4) REQUIRED. X" .�� `' ` - W-t 0 D-BOX ON 12" COMPACTED GRAVEL WITH 1.17' OF STONE BENEATH UNITS AND STONE AROUND AS LISTED BELOW - 2 ACME Coe 1' 10 OR EQUrA 3/4"-1-1/2" DOUBLE WASHED STONE 1.17' UNDERNEATH AND 3.58' BOTH SIDES AND N 413 X. COMPACTION (TYP.) EXTENDING 2.67' AT EACH END OF THE PLASTIC STRUCTURES Lh J X« OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.34' X 10.00' X 2,00' EFF. DEPTH •�, X. X_ SEPTIC PROFILE - X. X X "« X APPROX. SCALE: 1/4" = V-0" EST. GROUNDWATER X« `� X« ELEV. 37t TOWN MAPS. 27 6-H /X" X« X« ! X« X. C-- . k PROPOSED H-20 F&G �. ® /k Z "« HEAVY DUTY H-20 COVER + X. d / X« Qr~ SEE DETARATE (TYP.) LA BELED "DRAIN""DRILL (2) 1 �s HOLES IN COVER IL Xr 4" LOAM AND SEED COMPACT BACKFILL IN 6" SEE PAVEMENT CROSS SECTIO CAPE COD BERM AREA[� ALL DISTURBED AREAS LIFTS (TYP. ALL DRAINAGE) \I \�/ \I1 12'X 3 A(\ ' Y (TYP.) MIRAFI 140N FABRIC OVER H-20 DRILL (2) 1"0 INVERT ELEVATION PRECAST •'.. .": HOLES 3" MIN. PEASTONE SLOTTED H-20 SCALE: 1"=150' AS LISTED ON SITE PLAN H-20 SLOTTED H-20 RISERS 12"0 HDPE INVERT ELEVATION 0 150 300 Feet PRECAST 12"0 HDPE AS REQ. ADS N-12 OR EQ. DR1L (2) 1"v M TAR ALL COMPONENTS AS LISTED ON SITE PLAN (TYP.) RISER SLOPE 0% \ HOLES (TYP.) i ror..s.t....r'!:.}•.awns' r..r..r.t•,,r'S-ra;a�ayry,:..•f%° •.;as. r.: .a.r,'✓:vs•.'::�Y".,.t'..•r'f:r+a+ar,; r.:'xNu•r'f-3;•a: %'rP'X:T+ 'y=re •ayx' 2.0' (TYP.) 2.0' (TYP) REMOVE PROPOSED ANY 3' C.B. TRAP 3' C.B.ppTEERAP UNSUITABLE r H-20 12"0 HDPE PIPE 12"0 E�BO PIPE TH1 SOIL EVALUATOR: pANIEL A. OJALA PLS,EIT TH2 SOIL EVALUATOR: DANIEL A. OJALA PLS,EIT SOIL PROPOSED t- a 1000 GALLON ELBOW SOLID 12"OH-20 CPP ENCOUNTERED H-20 •,r• LEACHPIT SLOPE 1% MIN. BOH: DAVID STANTON BOH: DAVID STANTON (IF ANY) `. :. v EXCV.: REID ELLIS EXCV.: REID ELLIS FOR "• 1000 GALLON ::...::::.... .:. ::: `�? ;. , 6'mX6'-8" SHOREY PROPOSED PROPOSED DATE: 12/4/02 DATE: 12/4/02 5' MIN. LEACHPIT ° LPIOOOH-20 OR EQUAL 1000 GALLON PRECAST _ 1000 OGALAON PRECAST AROUND - BASIN H-20 CATCH BASIN 6'OX6'-8' SHOREY STONE :" 0X6'-$"CSHOREYESOLID EL 66.5 0„ fL. 68.0 0" 'OX6'-8" SHOREY SOLID 0 - ORGANIC 0 - ORGANIC REPLACE W/ LP1000H-20 OR EQUAL BASIN H-20 OR EQUAL BASIN H-20 OR EQUAL 2„ 2" CLEAN SANG , `..,6" WASHED STONE UNDERNEA W SECTIONAL PLATE A-LOAMY SAND A-LOAMY SAND SECTIONAL PLATE 10YR 3/2 6„ 10YR 3 2 6„ 6" WASHED STONE UNDERNEA H 3'x4''LEACHING TRENCH STRUCTURE STRUCTURE BETWEEN STRUCTURES WHERE SHOWN........................................................... ............. B HORIZON B HORIZON 3/4" - 1 1/2" .............. ...............: SEE TRENCH CROSS SECTION 4' MIN AROUND PIT LOAMY SAND LOAMY SAND WASHED STONE (TYP.) 4' MIN AROUND PIT OR AS NOTED 10YR 5/8 10YR 5/8 EL. 62.5 48" EL. 64.0 48" c MIRAFI 140N 3" CALIPER PARKING & BUFFER Cl PERC RATE: <2MIN/IN: C 1 HORIZON DRAINAGE CROSS SECTION FABRIC OVER Cl HORIZON MEDIUM SAND & DOWN SIDES TREE 12'X3' CAPE COD BERM MEDIUM SAND BOTTOM PERC AT 5 10YR 6/8 NOT TO SCALE 3" PEASTONE OVER PIPE 12"0 SLOTTED H-ZO 10YR 6/8 24 GAL POURED IN 5:00 1" TOPCOAT TYPE 11 NOTE: NUMBER AND ALIGNMENT OF 'PITS 10% GRAVEL 10% GRAVEL CORRUGATED HDPE PIPE EL. 58.5 96" EL. 61.0 84" 2" BINDER AND BASINS VARIES, SEE SITE PLAN. ADS N-12 OR EQUAL C2 HORIZON C2 HORIZON L....;...... .75"-1.5" DOUBLE b MEDIUM/COARSE SAND MEDIUM/COARSE SAND °o°000°o°Oo°O°o°'000ddop° WASHED STONE 1OYR 7/6 1OYR 7/6 00°0°0°o°o°oc'o o °o° \f</ o00 0 0 0 0 o do 0 32" 4' 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED 24" l EL. 54.5 1 144" EL. 58.0 120" REINFORCED NEW BLACK RUBBER NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED REMOVE TOP & SUBSOIL """''""" " HOSE (1/2" ID) I_ 3 NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL DETAIL SHEET TO ACCOMPANY EST. HIGH GROUNDWATER EL. 37t (TOWN MAP) TO A DEPTH OF 36" BELOW FINISHED GRADE ❑0[IOCIOC�❑ DOUBLE STRAND 12 GA C REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL O�a❑❑Q�❑ TRENCH CROSS SECTION n GN.V ANNEALED TWISTED WIRE TEST T HOLE � 24� NT5 ,! TREE WRAP. LAP ENDS DOWN .. LE LOGS. (LESS THAN CT DRY WEIGHT PASSING 95 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95`o MOD. ❑OOCIF11170 DO NOT STAPLE PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. MORnOnO XSl E P it ° 3 STAKES EQUALLY SPACED ❑❑❑ N 22" o0 AROUND TREE 2 1/2"x2 1/2"x10' PAVEMENT CROSS SECTION SPACED 1*-0* FROM TRUNK, °aa°ao0000 � OF LAND IN HY S A. 00000000 M ,1 �I STAINED DARK BROWN. NOT TO SCALE3 STAKES DRIVEN AT ANGLE AND 1 �l PULLED VERTICAL WITH WIRE MIN 4-0" BURIED BUILDING DOWNSPOUTS 6' LOAM & SEED1436 IYA►NNO�CJGH ROAD ALL DISTURBE'MIN 3 DEEP SAUCER AREAS (TYP,) MIN 3" DEPTH SHREDDED BARK MULCH 2'-10" PREPARED FOR: CLEANOUT TO GRADE FRAME AND GRATE 26„ --._ _..._ - DANIEL GRIFFIN, JIL i ` 2 REMOVE BURLAP FROM TOP HALF OF R00T8ALL MINIMUM WEIGHT: 3880LBS. COMPACTED SUB-GRADE �. :.. SOIL MIX H-20 RATED LEBARON OR EQUAL. SCALE: 111 `�' 20 1 DATE: 7/10IO2 ' PERMIT SET: NOT FOR CONSTRUCTION REVISED: 7"14"02 p• t 6"OSCH40 ROOF DRAIN RE ♦ ISED: •� " 9- C,j% TO ROOF DRAINS 2% MIN. EWE 8 1/8" 1 O7 �� REVISED. 1/23/03 12" 12" MHWY CURBCUT off 508-362-4541 (SEPTIC, BLDG, MIN MIN 24" fax 508 362-98$0 Gam. 113LI03 (N1�'DCU W) I N OF ��OF�� r ROOF ..DRAIN MANUF, LeBARON, BROCKTON, MAdown SK"Ai�' ET 3 OF 3 TREE P L A N TI N G DETAILMODEL: LT 105 cape erg g in e eri/�g, inc. � ARNE H. a (n NOT TO SCALE WEIGHT: 430 LB5 DANIEI. •�► p LA Cl VI L ENGINEERS a W01 31�03 T YP„ CA,�ACC 7;3 QOVE,f� LAND SURVEYORS A�o� �CJSTE�� 02-153 EWER 3/4" = AS A 939 Merin Street - YARMOU THPOR T, MASS. L ALA PLS, sup DATE LABEL SEWER OR DRAIN AS APPROPRIATE