Loading...
HomeMy WebLinkAbout0016 QUAIL LANE - Health Quaii 'Lane Hyannisport A = 287 = 109--�,9D0---, e � 1 i { �i 'I r i 0 a No.- -- _ ✓`0 Fee------ ------------ BOARD OF HEALTH ,TOWN OF BARNSTABLE ton rIvell conarurtion ermit ���[trat ,�o � Application is hereby made or a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: ' - 41.)-- _ Location — Address / Assessors Map and Parcel Owner Address - �1��!/ 1 - - - - - ---- - - - - - - Installer — Driller —-- Address Type of Building Dwelling --- — -- - - - -— Other - Type of Building---- ------ - No. of Persons-----------------=---------- Type of Well —`'J — ------- Capacity---— - ---——---- --— Purpose of Well-------------- —— Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has �beeen/issued by the Board of Healthtat Signe l - (I�f_��`L�/ —1Application Approved By - Application Disapproved for the following reasons:----------- - -/— -----— - ---------- -------------- - r � date Permit No. — -� - Issued— ( � date BOARD OF HEALTH TOWN . OF BARNSTABLE C ertif irate Of COMPIiante THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) ��Irlrl_1110/'c F2.-f --------------------- - --- --- ---- -- Ustaller t at has been installed in accordance with t e provisions of the Town of Barnstable Board,of Health aiepwell Protection Regulation as described in the application for Well Construction Permit No.� f - ate -- ---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------- - -- Inspector-- - — -- - - -------— - r �No. ----- - - Fee--,. , ---- ------- j ++ t BOARD'^OF HEALTH #; TOWN OF BAR'NSTABLE ./ . 2(pplitation rlVerr Con9truction Permit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Loca'on Address V. „,,tw. x,!.- "' Assessors Map and Parcel . ,sA Owner Address ----------------------------—-------- -- - ---- ---- - - -^ Installer — Driller /f Address Type of Building ' Dwelling --- -- — --- — ",. Other - Type of Building— —=----- No. of Persons---------------------- Type of Well—112-1`J—---- Capacity--— ——---—--= --— Purpose of Well------------- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Sig ne Si",r�lr�✓r✓_r'j� _ �f��r��i/ __ /1�S_i Application Approved B -- - -� ✓�✓ — PP PP rove Y Application Disapproved for the following reasons:------------ ----- - ---------- ! - ---—---—— -- — ---_—_ —-- —--__—_--- j date tt/�( �� ----- Permit No. ----�—f- — Issued-- - - ---- date , BOARD OF HEALTH ^ FS TOWN OF BARNSTABLE Certificate Of Compliance , THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered( ), or Repaired ( ) ------- - - -- - ------------------------- bY- --- ( staller _ at— —--- Q cr,c��.n�r SUS---- ---------—---------- ---------_ -- ---— --- ¢ has been installed in accordance with t'' a provisions of the Town of Barnstable Board of Health Pri at Well Protection Regulation as described in the application for Well Construction Permit No.l��%i✓ e -- ----------- t THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. { DATE---------- - — Inspector-------- ------- —------== • BOARD OF HEALTH TOWN OF BARNSTABLE �e[I �on�truction�ermit �- _ -- --- - No. M02-5 O Fee - Permission is hereby rantedto Constr,uct;(-V Alter ), or Re ��( ) an Individual Well at: r Street as shown on the application for a Well Construction Permit No.-- —__ Dated--r ---- --------------------- Board f f Health DATE Town of Barnstable Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. September 5, 2003 Mr. Stephen Wilson,P.E. Baxter,Nye, and Holmgren, Inc 812 Main Street Osterville, MA � Pxpio J�� ed110 4r�ethe��a w.�'v.w°¢v:in �f".ka.a;.•:Y:a���..Z��^fl..`..ni_4.,cxYk,��Y. dYAmh✓.":db'.;&x„ w`.�... C$" iv,..':�.➢»....,m-S,`c;. � xi'.§`�'..e' 5»�`1.t �.d g.+LT.� ��� Dear Mr. Wilson, You are granted permission, on behalf of your clients,Hugh and Katherine O'Neil,to construct an onsite sewage disposal system designed to be connected to a new six bedroom home proposed to be constructed at the corner of Edgehill Road and Quail Lane. The septic system shall be constructed in accordance with the submitted plans dated revised August 28, 2003. AySincer yours, iller, M.D. Chairm BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP//6BedsWilsonl TOWN OF BARNSTABLE Cv LO�:ATION �� OU'd i JAd it SEWAGE #020� R® VILLAGE94Q ,_ ASSESSOR'S MAP & LOT 12--/OJ-- 0; INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) C��. "T c,3-30 (size) �� �S� r F,'e NO.OF BEDROOMS BUILDER OR PERMIT DATE: 3 "a COMPLIANCE DATE: 3 d 0 t, Separation Distance Between the: Maximum Adjusted Groundwater.Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by p. l y� UN' ' 'T & ---40 �� S( J � No. n Fee_K9 1 0, oC`1� THE COMMONWEALTH O MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Apphration for Migpoeat *pgtem Congtruction 3permit Application for a Pen-nit to Construct()()Repair( )Upgrade( )Abandon( ) M Complete System ❑Individual Components Location Address or Lot No. I& Qua"I ". Xa Owner's Name,Address and Tel.No. R.tx rr T, -3-orw'd Assessor'sMap/Parcel MAP 287 1xt _ tort-2 33S (ZMC-Cp CchCG^�O Vl't A ®1'7 N 2. (rl Installer's Name,Address,and Tel.No. ,y Designer's Name,Address and Tel.No.�S'� `1�Z$--�j13/ ci 3 Q l 1��—t �--t2 + ;wttl O7Yf 13at�lrr rJc�c g � zc se�ll.sT�- 612 0 kld It St Gs Ile Type of Building: r" i s t- Dwelling No.of Bedrooms SBx Lot Size 1-13,S4i sq.ft. Garbage Grinder(Alo) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ii 1 , /bn�Q erersv, gallons per day. Calculated daily flow 4=� t)& gallons. Plan Date S(2z)63 Number of sheets C4 - Revision Date $1 2-ST03 Title )� �. !-ec�„s� 5. S ela 1-i a 5`t s fiz►r Size of Septic Tank 1,5700 !,c.6lcr.s Type of S.A.S. Lecacti,!r Cka-klers 5y1xk1x 2'hi. Description of Soil ic, --and W4s Tir, j21Q h r' P-c1 Zvi$ Nature of Repairs or Alterations(Answer when applicable) 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 Environmental Eodk and not to place the system in operation until a Certifi- cate of Compliance has been issue y this Boar Health. _ Sign Date Application Approved by Date Application Disapproved or the following re s s Permit No. Date Issued �� i r No. � V fFee (� THE COMMONWEA TH O�SSACHUSETTS Entered`n computer:✓ / 7 1 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS=s 0(ppYication for TBigool *p.5ter`n Construction Permit Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) K Complete System ❑Individual Components Location Address or Lot No. )& Quo, (. -i a Owner's Name,Address and Tel.No. Q Assessor'sMap/Parcel mAp 28-7 Ft1. I q R 2 33S WesF-fl.0 (�?=eCJV \, CcriC.sv� wtA 01'7y2- M Installer's Name,Address,and Tel.No. L454 Designer's Name,Address and Tel.No.(Sq&?` ?-?-y/3/ �3 tole- i'.c��r o cvw s rk�ur P ►-f 'SiI . At a� N 136.?Cirr� mvc -, Ffvlvh�rrr► -��a 6--��7�-•�, . ._.`;�J�v cc� , ",Type of Building: � � t U s Dwelling No.of Bedrooms SIY- Lot Size 'f?,5-61 sq.ft. Garbage Grinder(40) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 110 a v2co ednnia», gallons per day. Calculated daily flow 4e f9 CO gallons. Plan Date 15/mod 63 Number of sheets c4-ur_ Revision Date Title r �� F-fc�,,se e; S e-n h Z S u s tz�" € Size'of'Septic Tank Type of S.A.S. Le-ack"Ckc,-f7ers 59'yCk"X 21/rf, rt Description of Soil (0$3 ell1ov1 P-gZ98 12e.�� ' -� Sa i� i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ' Agreement: I 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 M- V and not to place the system in operation until a Certifi- cate of Compliance has been issue y this Boar Sign n V Date Application Approved by / f19 Date, f} #13 Application Disapproved for the following re s s — 'Permit No. ———— ———————— Date Issued -- ---- --- // THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS certificate of (compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(1( )Repaired( )Upgraded( ) Abandoned( )by R_f,c.e fAA a r ,- 11 r t e r at d 'has b e constructed in ccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated D CA-Installer Designer The issuance o)this permit shall not be construed as a guarantee that the system i•1 function�asU�es.jg nedDate3D70qInspect No. (/'�i /V/ Fee THE COMMONWEALTH OF MASSACHUSETTS / PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS M!6 po0al *p!tem Con0truction Permit Permission is hereby granted to�G�}}onstruc O Repair( )Upgrade( )Abandon( ) System located at ;I and 3 / _ i 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 condition7this s Provided:Construction must be completed within three years of the date it. Date: 3rA Approve by m TOWN OF BARNSTABLE LOCATION 6 4 t o�� SEWAGE# O 0%3-y ® VILLAGE Ar ASSF, 5SOR'S MAP& LOT a8l7-IU�f-wa INSTALLEWS NAME&PHONE NO. G -�/rS/cr — qa8_6 `019 SEPTIC TANK CAPACITY' cS®® �/• LEACHING FACII,rry: (type) CL,' . T c.S30 (size) /Po� je y ocineTol NO.OF BEDROOMS BUILDER OR QMML PERMTTDATE: �� ��Y COMPLIANCE DATE: 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 �( - 59 3�6 ih ��'- /®® Town of Barnstable Sig. Board of.Health P.O. Box 534,.Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. September 5,2003 Mr. Stephen Wilson, P.E. Baxter,Nye, and Holmgren, Inc 812 Main Street Osterville, MA ` RE;_ Propgsed,SxBedroom'Home at the Gornerof Edge1u11 Road and Quail Lane _, Hyanrusport, Hugh and ka"tfiennet O'Neil Dear Mr. Wilson, You are granted permission, on behalf of your clients, Hugh and Katherine O'Neil, to construct an onsite sewage disposal system designed to be connected to a new six bedroom home proposed to be constructed at the corner of Edgehill Road and Quail Lane. The septic system shall be constructed in accordance with the submitted plans dated revised August 28, 2003. I Sincer y yours, ' W yne iller, M.D. Chairm BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP//6Beds Wilsonl vZA fl�c .,. _ l JONES HOUSE E Proposed Residence �# 16 Quail Lane Hyannisport Massachusetts 02630 o� a a� � 00 0 Dewing Schmid Arehltacts,Inc. .,- 148 Mm,t A�b,m sweet r C-dpe,MA W138 USA T 81].3]8.008 F 817.647.8773Jones RVV7be� P E tlaerMetleerM.eom- Permit Set l LIST OF DRAWINGS Marcb 12004 CI Site Plan SBi.i Foundation Plan AI.B Baseme t P� n Ai.i First .F � P�a�} AL2 Second Floor Plan No. Date Revision BY A1.3 Roof P[an A1.4 Door SCbeoute A3.1 Elevations 3-1-94 Permit Set JRM No. Date Issued to By A3.2 Elevations Title A3.3 winow SCbeau(e & General Notes A4.1 WaL Section F1.1 First Floo Franna.Pia Date March g,z F1.2 Second Floor Fr mm9 Pan Scale F1.3 Roof Frami Job No. ng P an - _ Drawn By JRM t m� mA6a. � i I (~ I Plan North I j f.• .; 1 4•Coa.9eE i . .• 0EXAVATED i _ { i GRA I � -1 4 DEE w' 7.1i EIEV.-7.333TOS I ..� f I I JONES HOUSE ( J - _ •. •.. �•' j•IEV.-MT.O.W. I 7<1HFTD8 'e Proposed -77 Residence EM.-OMT.o.F. 16 Quail Lane F3EV.-6 OTDF. ( Hyannisport .'.I r.�• Fs s.zl• G I Massachusetts auDEOEv 7f66 .7.R36T.ow. - I �tEv.axwrow. 2•.9. MYI ELEV-0.333T.o.w. I 02630 _} I f i a - - 4'Cmznde Sbb . 1 rtmfoia.An 616,i6d6 W.WF. I Fb—h f — I ec- I I; L — — — — I Z.hl'd•DEEP 51, .I BELOW an -61-E3EV 0-333TO.W. .•.I.:. .. - I: '•~ � �'� I- 1 HF/..6.870T.O.W. �§, .. - LO J I 1: I • Dewing&Schmid Architects,Inc. .� I I I lShi•fi•DEI•P • b I .-6%10 T.O.W. t.D CONCNETEFooriNG Il 146 Mount Auburn Svest . '•:I I %'I BFEOW 6EAB Ca Md0a,MA 02138 USA I• •I i- I ( J-I-�t f 4.I § �i T 6I].a16.0066 F 817.547.0773 f . 1 I I I p 1 I I r E dserehad,,r .eom �. . L77J Z _ JF. II` L ( I F. 1 II hhl'601'EP CONCRETEFODi1NG 7-QW'-CDE@ getowsrwa • r: ..� / t33OlEFRNO3DIG L BELOW" � rA L J — I b. I. ' $sv.-6a36T.a.w. - 1. ,Q..� ( �. I � •'� �'• ---• — .•/ ' � , .1 �J .•;j f� •.I l I I I — — I .f '1 I •i f .I _ 17 �. .I_ — — — — J' .�.. — — —— — — — — -- —� - No. Date Revaion By P7DOW \ RAY WINDOW BAY w / - ABOVE \ . ABOVE / I }14 Permit Set JRAI \______________J 7.Fi• TV T. 7-0• 7.2i• . f Date Issued to By Title Proposed Foundation V � 0 O ^ Plan • (� - Date March 01 2004 � Proposed Foundation Plan Job No. V4"'-0• S B 1 a 7 i Drawn By JRM e e e 7Bd ifs � } ma• t Plan North IS UNEWAVATr73 g JONES • HOUSE _ Proposed Residence 16 Quail Lane �.,y rs e.2p Hyannisport 0 0 Massachusetts . 02630 ff-T ITT - t`J/ S TP F1J:V.-0.3333:O.W. 0 O 0 Dewing&Schmid Architects,Inc. b. - ay.—tow. O tae Mount Auburn Svaet C—brid".MA 02138 USA } f QO F T 817.F 7.Sd7 547.0088 \ 81 .8773 E daerd�.dserch.— d-T § ELEV.-mT.o.w. D . e No. Date Revision By ., . _ RAYWDWW ABOVE EAYWDWw - �— — — — — -� - - }WI Permit Sal JR3A ABOVE i . - No. Date Issued to By gfd - md- - Title Proposed Basement Plan C) (D C 0 0 Date March 012004 scale � Proposed Foundation Plan • Job Na e Scale: 1/4"=1'-0" - . . . Drawn By JRM woure e e t lea• um ma i � d Iv- % yoRU N0.S —� Plan North r" DRYING YARD § GARAGE. o JONES a Ep 2T-* IP* HOUSE - _ I Proposed I Residence I s ; f I 16 Quail Lane - ---- - -- -09 P Y I j j Hyannisport Massachusetts LAUNDRY 4-08 GA AGE ENTRY - ..,o. " I I I 026.30TILE i UNITS OO t 1 Y o I I 2 16 FOYER I I I I STAIR M2 A3-2 HEART PINE C'HF RT P- HEART EQ' Tom} w a . • V r I � . • w a — f — — — — - I Dewing&Sehmld Archit•ets,Ine. HEART PINE �• -OS I t s G I W Mourn urn Aub Sueet y I % cembndge,MA 02138 USA STUDY 0 II§ II F I KITCHEN FAMILY RM % § r en.6 3.aoea -03 I HEART PINE I I HEART PINE � F 617.U7.9773 -_� / E dearobodeerM.rnm I I I a LNINGRM i HEART PINE - II • $ I Q .I I HAVING Q . STAIR MI HEART PIN E y Q § I I HEART PINECIN EQ EQ II �° EQ EQ. Exi. EQ. No. Date Revision By .. WI'. SEAT T——- ----- >-4 Permit Set JRM ....._............. Date Issued to By -- -- ----- ---—.__ __-- — TitleProposed first F r ------ ---- Plan — --- ,Y - Date Memh 012004 ' mo• � _I Scale tw'=t•a• A1 . 1 Job No. I Proposed First Floor Plan ' Drawn By jrm 7Bd' 1Bq• _ ^ - �a,.•'ram.. - Q I Q �- 1 r /st�'���•\ ! 't3' ! r / 6• i i No.4 e , r� Caau Ll :! A 1 Plan North GUEST BEDROOM. _ CARPET . GUEST LIVING RM JONES ++- 3 CARPET _ o = HOUSE j" �,. Proposed - -- •� �°.� :.:. ; r : - Residence 5 L 18 L. a i -15 _ J i 16 Quail Lane CLOSET ,GUEST BATH g 4-i —�c '3r - - CARPEL "`ter a Hyannisport Massachusetts 02630 - JBd• �'d II C�T.DOSEr -13 STAIR - . HEARTP O U sir .,q HEARTPINE '10 B-11 -12 BATH#3 � g AS-2 -09 LINEN CLOS -IB STAIR qt Dewing&Schmid Architects,Inc. S I I I e HEART PINE AS �r ——————— �- -1 + {-- 146 Mount Aubum SUr BEDROOM 94 — II ':IB-Zl C4 bndga.MA 02M USA CARPET LAUNDRY CLOSET - 2 LINOLEUM CARPET 7 en.we.00se0 0 -07 06 1 ,_77LE — 'T E sn.wze�xl HALL B 3 - �_ E dan Gd�rN. HEART PINE ! " 22 CLOSET H�TPINE I BEDROOM N3 OCARPET O ' a LEAD COATED - A COPPER ROOF B R MASTER BEDROOM TH#2 BA CARPET § � O T]LE CARPET �. I �i 9b' r.r O Q c <' Q a ,�`sE 0 e •Q Q t"�'ra0.''4 No. Date RevLSbn By . I • I , TW Pertn,l.Sel JRA1 `i � _ No. Date Issued to By Irq;• (-o- § Title - Proposed Second Floor 24-3t a-Iq• D Plan - Date March 012004 mq- Scale va•=i'-o• .. No. n Proposed Second Floor Plan Job - A1 .2 1 scale: 1!4"=1'-0• - "3-f - - - Drawn By JRM . • • • t i Plan North r r .. - . } JONES HOUSE Proposed Residence 16 Quail Lane Hyannisport Massachusetts 02630 Ljt. Dewing A Schmid Architects,Ine. 148 Mount Aubem Sveet Cembrlege.MA O2138 USA • T 817.878.0068 F. 817.IN7.8773 E '.rdredserch.00m Date Revision By 3-1-N Permit Set JRM .. _ No. Date Issued to By ,. ... - .. Title Proposed Roof Plan Date March 012004 Proposed Roof Plan. Scale: 1/4"=1'-0° - - Job No.Scale v4•=t'-0" Al \,/ . Drawn By JRM i Door Schedule %= Dimensions Material Ca LISP �z;! Door Location rvo a 1 Number E4om To Manufact Slyte Tppe lr'idth Height Thick Door Fyne Saddle Remarks �a�M SL A-01 Front Pardi Entry 1 Y-6' r-p' IA/4' Wood wood _ A-02 Entry Basement Wow 4 Pond 4 2'-8" 7'-0' 1 3/8• Wood/WF Wood A-03 m pout TmSlyle 2 Pond 5 5'-0' 7'-o' 1 3/8' Wood Wood A-04 sn wG TrvSlpe 4 Pond 4 Y-8" 7'-o' 13/B" Wood/YDF Wood - A-05 7 1 Packet Do. - - . A46 Gdlery Pardi Tr style 4 Pond . 2 6'-0" - 7'-0' 1 3/8'' Wood/LDF Wood A-07 Ming Pon Poke T.W! 4 Pend 1 2 6-0" r-or 3/4" Wood/LDF Wood - A-OB Garage Entry Laundry Truslyle 2 Pond 6 3'-0' r-o' 1 3/9' Wuod/MDF Wood Packet Doar - A-09 Geroge Entry Pantry TmSlyie 4 Pond 4 Y-B' 7'-0• -1 3/9' Wood/MDF Wood e A-10 Gorge Entry Garage rnStyie 4 Pond 4 s-o* If-ori 3/4 Waod/11DF Wand . A-I1 Geroge Ory Yard 3 s-o' 7*0T 1 3/4- Wood/MDF Wood - y4 A-12 Drimewy Garage 9 T_o0 r-o- 1 3/4' Wood/ydDF . A-13 Ddreray Garage 9 9'-0'' r-0' 1 3/r Wood/MDF Waod - B-01 Stai Han 11 Both 12 TnSt, 4 Pond 4 2'-8" 6'-8' 1 3/6' Wood/MDF Wood a ®� 8-02 Bedroorn Hot Bedroom Trusw 4 Pond 4 Y-6' 6'-8' Wood Wood ES B-0 Bedroom Ha pout TruSlyk 4 Pond 4 4'-0• 6'-8' 1 3/8' wwd/WDF Wood HOUSE B-04 Bedroom Ild &drown 0 %styk 4 Pmd 4 Y 6'-8' 1 3-8• /8' Wodd/MCF Wood B-05 Bedroom pose) Trust 4 Pond - 5 _ �e 4'-0' 6'-8' 1 3/8' Wood Wood :._. -: = - &drown Hal Bedroom/4 Tnrst* 4 Pmd 4 Wood/NOF B - -.. 2.-8. - .6.-8.. 13/8- -Wood' - - B-07 Bedroom N pout TnStyk 4 Pmd 5 3'-8" 6'-8' 1 3/a' Wwd/MDF Wood Proposed B-OS Bedrosn Hdt Both R 7nSlyle 4 Pmd 4 2'-8' 6'-B' 13/8- Wood Woad - Residence - B-o9 Slak Hog 12 Lamtry T.style 4 Pmd 4 Y-T 6'-8' 1 3/8' Wood/" Wood B-10 Star Hal/d L'nm posel %Slyle 4 Pond 4 4'-0' .6'-8" 13/8• Woad/LDF Wood B-11 Stob Hdl/2 Ln.aonet Tmslyle 4 Pmd 4 4'-0" 6'-8" 1 3/8' Wood/IDF Waed 16 Quail Lane - 8-12 Stoi Hall/L Bien amet Tnrstyde 4 Pond 4 4'-o' 6'-8' 1 3/8• Wood/" Waal Hyannisport B-U Slab Hob/L Cedar pout TruStyle 4 Pond 4 s-o• 6'-B" 1 3/8" woad Wand - - Massachusetts B-14 Slab Ha6./d Guest tiring Rm 7n Style a Pmd 4 s-0' 6'-8' 1 3/8• Wood/MOF Wood - _ _ B-15 Gut LMn Rm asset I-St e a Pmd a 02630 j - 9 � Y-6' 6-8' 13/8" Wood/MDF Wood S B-I6 (Lest thing Rm Gust Bedm/5 TmSlyle 4 Pmd 4 Y-8' 6'-B' 1 3/8' Wood wood, I 1 B-17 Gueet living No Gucd Both/4 TmSlyte 4 Pmd 4 Y-6' 6'-8' I We Wood/310F Waad B-18 Slab Holl/2 Bedroom/1 T.Styfe 4 Pmd 4 Y-8' 6'-87 1 3/8' Wood/MDF wow B-79 Bedroom Xdl Qosel Tn,St 4 Pmd 4 i Ne Y-8' 6'-B' 1 31T Woad Wood - 1 B-20 Bedroorn Hal Both P Trostyle 4 Pand 4 Y-8' 6'-B' 1 3/8" Wood/MDF Wdad B-2t Both 11 W.G T st* 4 Panel S 2'-6' 6'-8' 1 31Y Waod/tdDF Wood , 8-22 Both/t poset TriSlyk 4 Pmd 5 4'-6' 6'-8' 1 3/8' Wood Wood - 8-23 8-24 • Dewing&Schmid Architects,Inc. • 148 Mount Aubum Street - - Cambridge.MA 021FM�FM 38 USA T 817.878.0088 . F1 � a a 0 0 0 0 0 0 0 0 0 Door Elevations i A-11 Sca18: .. va•=r-o• No. Date Re,tts= By }E41 Permit Set JRM - - No. Date Issued to Ty- Title Proposed Door Schedule ...'. _ Date March 01200,1 /� Scale 1f4'=I'-0' / \ 1 Job No. Drawn By JRM i o, Door Schedule Door Location Dimensions Material caRu E i Mn Number From To Manufact Style Type WidthHeight Thick Door Frame Saddle Remarks S`gk erg.' .'4i1 A-01 Front Pare Entry , S-6' Y-o' ,3/4• Wood Wood - A-02 Entry Basernent Tnst* 4 Pmd ! Y-8' 7'-0" 1 3/8" Waod/1}DF Woad "diJ A-03 pose( Trust* 2 Pad 5 5'-0' Wood Woad - A-a w.c rmsly. 4 Pad 4 Y-8' Y-0' 13/8' WaodMOF wood a A-05 7' P.W Doan A-06 Gonery Pore Trustye 4 Pod 2 (1 .7'-0' 1 3/8" WoodMo, Wood A-07 Dining Rm Nils T.Stye 4 Pand 2 6-0" Y-0' 1 3/4" Wood/MDF Woad i A-08 Nudroom Truslye 2 P" 6 Y-0" 7'4' 1 3/8' WoodMDF Wood Pellet Dog A-09 Pantry TnrStye 4 Pand 4 2'-8' 71-0' 1 3/8' Wood/MOF Wood A-10 m Goo Trustre 4 Pand 4 5-0' 7'-0" 1 3/4" IYood/MDF Wood A-11 Garoge Drying Yard 3 3'-0" Y-W 1 S/4" Wo;MDF Mood A-12 Oriveeay Garage 9 9'-D' Y-0' 1 3/4" Waod/MDF Woad - A-13 Driw.ay Wrage 9 9'-0" Y-or, 1'3/4" WoodMDF Wood 8-01 Stair HO it Both 12 Trusty. 4 Pand 4 2'-8' 6'-8" 1 3/8' WaodMOF Wand _ wS 1 E�1 . 0-02 Be&—Hm Bedroom 12 T""' 4 Pod 4 2'-8• 6'-6' _ W d Wood O'v_ _ B-03 Bedroom/1 p T.ast 117. 4 Pand 4 4'-0" 6'-8' 1 3/B" I WaadMDF Woad ' B-04 Bedroom He Bedroom/3 Tnlstye 4 Pond 4 2'-8" 6'-8' 1 3/8' WoodMDF Wood HOUSE - 9-05 Bedroom . OWad Trusty, 4 Pod 5 4'-0' 6'-T 1 3/8' Wood Wood Bed—Hat Bedroom/4 T.Stye 4 Pand 4 - - 1 3 Woad F - Y 8' 6 8' /B" I . - 847 Bedroom/4 Closet Lustre 4 Pond 5 S-8" 6'-8' 1 3/8• WcWMOF Wood Proposed B-08 Bedroom Hdl Bolin/3 Trusty. 4 Pad 4 2'-8' 6'-8' 1 3/e' Wood Woad Residence B-09 Stair Han 12 l.mrhy Trusty, 4 Pand 4 2'-8' W-8" ,3/8" WoodMDF Wood { B-,0 Stair Hal(1 linen Closet 7ru5lye 4 Pmd 4 4'-0' 6'-8' 1 3/8• WoodMDF Wood _ c B-I1 Stair Had/1 Linen Closet T.Stye 4 Pond 4 4'-0' W-8" 1 3/8' WaodMDF Wend 16 Quail Lane B-11 stir FIOO 12lion Closet Tmstye 4 Pond 4 4'-0' 6'-8" 1 3/8" W.adMDF Wand B-IJ stair Hon/2 Gedo pose( TruStye 4 Pond H annl$ oft 4 Y-0' 6'-8" 1 3/6• Wood Wbod I Mas$ach USettS B-I4 Stair Hdl 12 Wes(living Rm TruStre 4 Pand 4 S-0' 6'-8' 1 3/8" Wood/WF Wood 8-75 Well Living R. 0-1TruStye 4 Pond 4 Y-6' 6'-B' 1 3/8' WoodMDF Wood 02630 6-16 West Living Rm West Bedrm/5 TruStye 4 Panel 4 2'-8" 6'-8" ,3/8' Wood Waad 1 B-17 West living R. Gust Bath/4 TruStye 4 Pand 4 2'-6' 6'-8" 1 3/8" WoodMDF Wood 8-18 Stair Hall f2 Bed—It Tr.Slye 4 Pond 4 2'-B' 6'-8' 13/8" WooOMOF Wood 8-19 Bedroom Hdl Closet TruSlre 4 Pand 4 2'-e 6'-8' 1 3/8' Wood Wood 8-20 Bedroom H.0 Bth/t Tnatye 4 Pand 4 2'-8" 6'-8' 1 3/87 Wood/YDF Wood B-21 Bath/1 W.C. Trust* 4 Pond 5 2'-6' 6'-B" 1 3/8" WbodMDF wood 8-22 Bath/I - tinsel Trusty. 4 Pad 5 4'-6" 6,8" 1 8 3/' Woad Wood - 8-23 8-24 Dewing&Schmid Arehlteeta•Inc. x t} 148 Mount Auburn Street Cambridge,MA 021a6 USA ® T 617.W6.0066 - Fill I E me d■doe d 0 0 oa oa 000a a 0 0 0 0 0 0 0 0 0 - Door Elevations A-14 Scale: , va°=r-o° No. Date Revision By S-I M Permit Set JRM No. Date Issued to By .. Title Proposed Door Schedule v v • .. Date March 012004 Scale 114•=t-0• Al ■5 - - - Job No. _ . Drawn By 3RtM for • • CAR S.- i i j {{I ' 1 — tl. o 0 0 0 JONES HOUSE - _ - - - ® Proposed Residence A c e 16 Quail Lane ? ��aB Hyannisport Massachusetts 02630 Proposed Side Elevation Dewing&S.hmid Archit.ets,Inc. - - rANRNIl003 C6]GE 146 Mount AUbum St- C �-��"r Cambridge•MA 02138 USA . - t7x[IECIDAA eAIL ®ALCM,TYPQwI. (P ` T 617.876.0066 F 617.647.8773 ' E daerdiOdaardr.eom PAMI4Dw •Illmr xonw • SVOT1( COOPING C11T1rK1 . rmm = EM ® rano-Wnr®moPm No. Date Revision By ® Dom..movn uro xolnaFP -k- MAO�}S.11RGL Q Q A }I-M Permit Set A2M Pmsr Puw.l.w6 No. Date Issued to By Title Elevations I I Date March 012004 BssENENr PIuo 6 - 4 - $tale 114'=1'dr Y - Job No. 1 Proposed Front Elevation 3 t Drawn By iFtm t� PlD.4_ F C7 J®NES HOUSE 4 SPLONO PreOAI)(J6+ � � ' i A r Proposed m Residence Q �7 6 16 Quail Lane Q Q Hyannisport Massachusetts 02630 Proposed Rear Elevation sure: Zia•=r-a lop. Dewing&Schmid Architect.,Inc. 146 Mwrn ADDem Street C—Wd0e,MA D2136 USA T 617.876.0066 F 617.647.8773 E d—ch*dwrc%.emn s�r,Dnao.� o 0 0 0 0 No. Date Revision By ®® ® 11 (i I -I1¢-l�.l) e Q : i a emrr mnoaA. }1-01 Permit Set JR1A i � I �� I ;I I� I I Na Date Issued to By . Title Elevatiocs - Plan Date March 012004 - - Scale tr4'=T-D' A3.2 6ueec6rrrFlaoxru+e Proposed Side Elevation Job No. Scale: .1/4"=1'-0" Drawn By JRM _ t ' _ I 3371 3371 3371 3371 3371 4753 2953 2953 2953 2953 t 2953 4153. 2953 2953 4153 2953 2953 3753 3753 2953' FTFIIcl D 'No.430 �' CAP15lE NA9S 3353 3353 5929 3377 3377 3377 3377 3377 2929 2965 5465 2965 2951 2957 3245 ,• R 1 0 0LLLI I I ❑ o o . JONES HOUSE " Proposed t Residence Window Schedule 16 Quail Lane Window Dim. (Frame) MILL tin Muntin GlazingHyannisport GENERAL NOTES: Manuf. Series .Material Type Model-# Sill Remarks. Letter Width Height liltiple R.O. Profile Pattern Type Massachusetts s the wok a-can form la date and load case,and A PELLA ARD9IECTURAL WOOD Casanant 3771 TRAD. a s/6'aEiR Lc vMM Prin, mt a,a at,Pwme mD we«I _ me regairemenls of Ine lord re depatmanL 02630 A3 PELLA ARCHITECNRAL N000 D.N. 3771 6x1 t 3/+' ea inl kna exL - The Generd Controcto shill keep trio Droject generdly B PELLA ARIHTECTURK WD� D.H. 4753 6x1 13/4' endow rimed,mL aM aK dean of ail debris and pick up al the end of each . rk day. C PELIA ARCI6TEC1URA1 NtX10 D.H. 2953 Al 1 3/4' ,1aow rvnr ed,mL and ext sh At C2 PELLA ARDITTECTURAL WOOD D.K 2953 Malids and 5'-9 9xi 1 3/+� ^fdP R ea vIL and exL ' r wok d be done r a warkmanlRe manner.« agaipment to eanply,ilb and be C3 PELLA ARCaTECTIRAL WOOD D.H. 2953 a'-to' sxi 1 3/4• 'PIndPw mt ma exL ,s nsIdled acaarding la manufoctwa« recommmdatbm D PELLA ARCHTECIURAL WOW D.H. 4 d odor rimearmt aM exL and and,ly standards, 153 6-3 vl t 3/+' r c ean E2 PELLA ARCMTECTUrtAL WDOD D.H. 3753 6e1 13 4 dor ed,int.and ext . The Cantrata(s)oW fnaiimize hknsdl with and F PELLA ARLHTECIURAL W000 D.K /, I verify existing eaedaion, 3353 fix1 13/+' aPr ea mt and exL G PELLA ARCIOTECTIIRAL WDOD AWNNG 5929 ea r The Contractor(,)d ]pay to m lees and panmitx HS PE11A ARD9TECTURAL WOOD p,K 6x1 1 3/4 dove 'a(eQ mt.and at 3377 6xt 1 3/4' r ed,nl aid nL The Can tractor(,)ends vbna a—Vt.and/or i PEUA ARDUTECTUAL WOOD AWNING 2929 Ai 1 3/4- ram. ea en and exL. • _faety data of any it—rewested by Own« J PELLA ARCMTECTARAL W1100 D.K 2965 s'-9' 90 1 3/o n.dor Primes a t.and end.. a aanaeaL K ndpr ea�n and et. - PELLA ARCHITECTURAL y1000 D.K 5465 8'-10• 9xi 1 3/4- _ For ranowtion projects,the Contractor shill rode, L PELLA ARCHITECTURAL WOOD DA 2957 Mih the k ilect the ealet of the demdtion prior -6xi 1 3/4' ndorfto ea nt.an and exL A4 PELLA ARCHITECTURAL WOOD OVAL 3245 9x1 1 3/4' naow fined,ht.and eA. Dewing A Schmid Architects,Inc. to ens aommanaem«rt of,ak. spedd eaala«atone - ahodd be given to protect ond segregate osas not D3 PELLA ARCHITECTURAL wow D.H. 3771 5'-9' 9xi i 3/4' dpw ea nt.and ext. Rae Mwnt Aubum Street eeneduted for mod i time. Yol«id,and detala - 4w0 maldi e.m1in,Wee dherwise holed. Cambridge.MA 02138 USA _ - T 817.876.0066 F 817.647.8773 SPECIICATION& GENERAL NOTES. E aaaransde«dk.aom MANUFACTURER PElI.A WOOD-'ARCHITECT SERIES(UNLESS NOTED OTHERWISE) 1. ALL EX7'EItIOR WINDOW AND DOOR CASINGS TO RECEIVE A BAND MOULDING, FINISH: PRIMFDEXTERIOR,UNFINLSHEDINTEIOOA 'FORESTER'#F8300REQUAL - - I ALL WOOD USED FOR EXTERIOR CASING,BAND MOULDING,MULLIONS,HEAD CAPS MUN.. - GLAZING ARGON DLED,.WITHCOALEDINSULATINGGLA66. AND SILLS TO BE#1 CLEAR GRADE CEDAR OR REDWOOD. 'JAMB IDNS: 7/8'WOODAMI G WITH TYPICAL BRAS IN CONFIGURATIONS AS SHOWN. S ALL WOOD NOTED ABOVE SHALL BE FULLY PRIMED PRIOR TO INSTALLATION. JAMB G. 2�WALL FRAMING TYPICAL 1. ALL VENTING WINDOWS 70 CASING. � 6/4x5 PRIMED CEDAR CASING.[TNI2ss NOTED 07}�ILWLSE BE PROVIDED WITH SCREENS. • (DOUBLE HUNG UNI15 PROVIDED WITH HALFSQIEHJS) SILLS: ]RO THICK PRIMED CEDAR GROOSILL&VE EXTENSION. 5. INSWING FRENCH DOORS TO EE PROVIDED WITH WOOD FRAMED.SINGLE LITE • PROVIDE WITH SHINGLE GAOOVB @DRIP EDGE COMBINATION STORM/SCREEN DOORS _ EXTEND HORNS 3/4•PAST CASING.BOTH SIDES G INSWING FRENCH DOORS TO BE PROVIDED WITH MULTI-POINT LOCKING HARDWARE . 7. CONTRACTOR TO VERIFY ROUGH OPEN n•ID OPENING SIZES WITH WOW MANUPACrURER HARDWARE BRASS SASH LOCKS AND CRANKS. PR10R TO PRAMING. . SCREENS, FIBERGLASS INSECT'SCREENS(HAIPSCREENS FOR DOUBLE HUNG UNITS), . . - No. Date Revision By . • ,}01 Permit Set ,A2A1 .. No. Date Issued to By Title Window Schedule& General Notes . - - Date March 01 2004 Job No. . 'Jpay.m k3y JRM Tt]TTHRIOR'IRiOf NOTE ,r-! N0.Ar _ j{ ALL ._SS. WOOD INSIZESINDIrATED. PAINTED.PEENED ALL SIDES AND - UNLESS NOTED 0'NS@RWSE OVERHANG ROOF SHEATHING . AT BEND IN GAMBREL ROOF LINE FOR INS ILLATION OF 4" . WOOD MOULDING BELOW (TYPICAL) ' . 12 ESPOMM UN CEDAR COLLAR . 7 TIES,BOLTED TO RAFTERS- REPFRTO ROOF FAAMENG PLAN. _W l (�2.N GAMBPURL ,tROOF1 4E SHEEIF.I.4PORIOCATIONS- '� 12 ✓v( �' 12 - - BENDINGAAIBRELBOOPIINE - (PORTION TO ALLOW AA 7 VENTILATION TO UPPER ROOD PROVIDE GRACE'ICE&WATER 7 . � 4 TYPICAL ROOF CONSTRUCTION: r PHLELD.MST36"TCAL OUP / tr „- -RID RDAA SHINGLES Ye�.:e. - - -'®A8 BREATHER' �j„ ROOFING VE24TIKATION -30k ROOFING FELT �1 b4 FASCIA BOARD WITH 4"CROWN -S/S^EXTERIOR GRADE MOULD AND CONTINUOUS " '1 PLYWOOD SHEATHING —•` . ^ O b WP FWISHEDOET-A LDRIPDGH ROOFRAFTERS.i I-INSULA77OBA E WOOD SOFFIT BOARDE - - - - JONES --------INSULATION 'COCA-V NV ————————— —— LO ja hJ WOOD STRAPPING 9400 I -I/T'GYPSUM WALLBOARD CONTINUOUS STRIP VIINT- 12 WITH PLASTER SKIM COAT H®USE V 1' 3a rn�WINDOW HEADER WlTNt 2"TOP.BOTTOM •� .. PROVIDHG ACH'ICE&WATER m ",J o�{ j SHIELDALONG FIRST'M"OF G�71 RATE TY( RATDORMERRI O ROOF LINE 0. g Proposed D Residence U SPACES BLOCK BEIND k — °� ? DORMEHWAIL PLYWOOD SHEATHING FOR FFFjj CONSTRUCTION,TYPICAL m ROOF FLAIR DETAIL = - G - PROVIDE GRACE ICE.WATER ` SHIELD ALONG FLAMM T ` NG $IO OOP�RAOUT GGFRS. G LINEANDUPPWAiL@IDEA P _ ----------- ---- - -----------------____-- --____-- 16 Quail Lane - UN NAILER BOARD MR DORMER WINDOW ,,y . ROOFRAFIERS = 11 I Hyannispol { ' �75 W RAFTER TAIL OUTRIGGERS, Massachuse{LlW i IAG TO DORMER WAll y-- — —————————————————— — — -----eEc__moos LmE ------------- 02630 IV 4•WOOD GUTTER OVER 1/Y WO WOOD SOPFITBOARD WTIH SPACERS ON fa0 FASCIA BOARD YAA-RAVEN(S440 CONTINUOUS - WITH 1 l/Y BED MOULD BELOW SECOND FLOOR CONSTRUCTION 571UP VENT-1"W s,1/2*H - (ABOVE COUNTRYKIICEMM: 4"WOOD CROWN MOULD .. J FINISHED FLOORING U10 WOOD TRIM BOARD OVER -3/4^T.G PLYWOOD SUBFtOOA F 3/4•FURRING STRIPS (3)W WINDOWNEADER -14^TJI PLOD)CHITS,16.O.O WITH 2.6 BOTTOM PLATE -&M RATT INSULATION (TYPICAL POA FINSTFLOOR - V UNLESS NOTED -IRA ST GMUM WAIL BOARD r�V�r SECONDPIOORCON ucnoN: P. 0 7 WTIH PLASTFSSKIMCOAT OB -FINISHED PIOOAUVG p ' ♦ - - `O a0 -3/4-T.G PLYWOOD SUBFLOOH = TYPICAL EXTERIORW -f3^'IJI PLOOA]OLSIS,16'O.G m C c3F WALL CONSTEUrnUN: . . FOR SECOND FLOOR FOA SOUND) e1 -WNUIE Cla'DAA SHINGLES p m WOOD srnApHNG m6F (3"EXPOSURE) _WITH YPIPASUSMIFRSKOd COAT 99� . @%. Qqn Dewing Schmid Architects,Inc. ^ -1/2•EXTERIOR GRAD fi PLYWOOD OBE WALL SHEATHING 146 Mount AubVm Street - INSULATION l -II6 WAIL FRAMING,I6.O.0 - - Camprldpe.MA 02138 USA- 2 -Z.BAIT .S •1/2•GYPSUM WALL BOARD T 817.870.008E ' WTIH PLSITR SI®I COAT - - ' .. - _-------- --- ✓ (` V ----------------- `L .r/"/f-71 A IF` ------------..-- ------- ------_ _ E deertlladeod:.mm I F 617.647.8773 -- FIRST PLOOHLIVH R)2 TREATED SILL PLATE .I l:`. — \:`,,I, (�.}. 1. PROVIDE NIINID/UM 6^CONCRETE WITH SILL SEAL INSULATION AND SAr ANCHOR ROLLS AT EL'POSUIRE TO FIND®GRADE b 48.O.C.MAXIMUM(TYPICAL) TYPICAL PRLTT PLI)ORCONSTRUMON- FINISHED FLOORING -3/4 T.G➢LYWOODSUBFIOOA' - -u"TJI FLOORJOms,,6.O-c - i 2-.C -R.10 MIT I6TRATLON - 77UCK,CIO.SED CEL L - ,B - (TYPICAL FOR BA42gNTCPDJTNG� 'e"^, O PERIMETER RIGID IEUTAMON - - - h. O •e - (CELOTMr OR APPROVED EQUAL) ` .. 10"THICK REINFORCED - CONCRETE FOUNDATION WALL ' (IFRFB TO DETAILS,Sf�aTAA2) - - CO"`TNUOU3 DAMPTIMOPING . - - No. Date Revision By 4"ROUND PERPORAT M PVC DRAIN PIPE WRAPPED WITH • }I-01 PIt St FILTER-PABRTC IN WASHED - - (SNNi e JRM &��O�A)-AIN SURROUND(INTERIOR No. Date Issued to By DRAMS TO SU.NP PIT.DRYWEILS ON SITE - '. Tilte Wall Section �Z Wall Section Through Gambrel ^4 Wall Section - Through Dormer n.�i 12•-1� to-1 a . Date March Ot 2004 .. Drawn By .ARM GENERAL STRUCTURAL NOTES GENERAL CONDITIONS THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DMIEFBONS PRIOR TO COMMENCEMENT OF THE WORN.AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREDIMCIES BEI)AEEN THE DIMENSIONS SHOWN ON TIE CONTRACT DOCUMENTS AND THOSE MEASURED MEASURED IN N LE E FIELD. .. `1I1 o\ M15 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT MKOIATELY ABOUT ANY FIELD CONDITIONS UNCOVERED DURING CONSTRUCTION THAT NAY COMPRO'm HUMAN SAFETY OR THE SAFETY OF ANY EXISTING OR - J NEW CONSTRUCTION. AFTER NOTIFICATION OF THE ARCHITECT ABOUT ANY CONDITIONS DESCRIBED INITENS 1 AND 2.THE CONTRACTOR SHALL ONLY PROCEED 97H WORK N THESE AREAS AFTER RECEIVING WRITTEN DIRECTION FROM ME ARCHITECT. - - THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS Of - - TEMPORARY SHORING,BRACING.OR OMERWISE PROTECTING ANY PORTION - OF ME EXISTING STRUCTURE FROM DAMAGE WRING CONSTRUCTDN. FOUNDATIONS AND BACKFILLING ALL FOOTINGS SHALL REST ON NATURAL,UNDISTURBED.INORGANIC SOIL ^ HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. H . IF LEDGE IS ENCOUNTERED.SEE LEDGE RECOMMENDATIONS BELON.IN THE EVENT THAT UNDISTURBED INORGANIC SOIL CAN NOT BE FOUND AT THE BEARING ELEVATION INDICATED ON RAMS,THE CONTRACTOR - - SHALL EXCAVATED DOYM TO AN APPROVED SOIL LAYER AND BRING - THE SOIL BACK UP WITH AN ENGINEERED COMPACTED BACKFILL _ - BACK FILL MATERIAL MUST BE APPROVED BY THE ARCHITECT OR THUR - • WELL GRADED. PRIOR TO ITS WOOD, N THE AZA IT SMALL IA WELL GRADED.AND BE FREES WCOp.GARBAGE.FIELD. IT MATERIALS, - - - . ORGANICS AND ANY OTHER SUBSTANCES THAT ARE DETERMINED BY THE JONES IEC7/TRTHESTNTAOYE TO COMPROMISE ON WUTY OR BEARING CAPACITY OF THE SCL ON SITETE SOILS MAY ONLY BEE USED FOR BACKFRL UPON APPROVAL OF ME ARCOTECT/REPRESENTATIVE HOUSE BAIXFI L BENEATH FOOTINGS AND SLABS-OR CRADE SHALL BE PLACED IN SIX-INCH 11F15,AND IS TO RECEIVE A MMOn1Y OF TOME PASSES --• - MTI A HAND%IBRATDRY COMPACTOR. Proposed FOUNDATIONS ON LEDGE - - - p COMPLETELY EXCAVATE SOBS AND D WA R S P EXPOSED LEDGE Residence NEWSUFFACE IWITHNNS COYPPESSED AOR AND WATER AS PRFPARAnON 70 RECEIVE - NEW FaonxGs - - DOWEL ALL FOUNDATION WALLS AND FOOTINGS WHERE ,F�+TOP OF LEDO/BOT.OF FODTNC M.IS MINN A•-0`OF FIN.MADE V 1 Quail Lane. USE#6 X C-0•DOWELS AT 2C O.0 IN 1-1/2-DIA.X 2'-0•DRILLED - - 1"lyannisport HOLES. SET IN NON-SHRINK GROUT,MICAL NO FOOTINGS ARE NECESSARY WHERE THE LEDGE IS INTACT AND Massachusetts ` UNFRACTURED,SUBJECT TO VISUAL INSPECTION BY THE ENGINEER O^CLV3D WHERE BEARING CHANGES FROM LEDGE TO SOIL PROVIDE A TRANSITIONAL BEARING ZONE OF COMPACTED CRUSHED STONE AS DIRECTED LOP me BY STRUCTURAL ENGINEER. U 16' CONCRETE u^ P ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WTI TEE RJ 'TS 1 16• .G t LATEST EDITION OF AC2-318,'BUADNG CODE REQUIREMENT FOR FED REINFORCED CONCRETE'. CONCRETE SHALL ACHIEVE A MINIMUM DESIGN STRENGTH OF 300E PS AT 28 DAYS REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60. ANY >r PA -260 WOOED STEEL 70 BE BENT N THE FIELD SHALL BE TRADE 40. JO 16' WELDED WIFE FIBRIL SHALL CONFORM TO ASTM ALBS- � ' NON-SHFI.GROUT SHALL BE'EMBEGO ISM BY MASTER BUILDERS, •sDNOGROur BY SONNEBORN BUILDING PRODUCTS,'FIVE STAR GROUT' (J . BY U.S GROUT CORPORATION,OR EQUAL AS APPROVED BY THE ARCHITECT. � � � 12" VL L L MASONRY - I ° _ as -1 ALL CONCRETE MASONRY UNITS SHALL CONFORM 12" P1. SB Yt2,.7m 4 Dewing&Schmid Architects,Inc. TO ASTM C90.GRADE N.TYPE L FI.O RJ 16• .G • .. ALL MORTAR SHALL CONFORM TO ASTM C270.TOME S. ^� - 106 MounT Aabum S- ;%/9_ Cambntl0e.MA 02138 USA ALI T BT2.BT8.0066 n •�Tni i � F el].SA7-8T 3 - E tlsndHodaardl.crom BB ANE PO(BET A) 16' L Ll2'LVLi// GENERAL NOTES: u^ VLLAAC \\ \��\ b �L A J OPENING FOR .�,:\:����� \\� - Cf�IIMEYATYDNIP.AMFd An.ark sect confarrn to side and bcd ceded t - the req*mints of the lad fie deparhmt x The Cened Canbodar ahol keep the pmiecl 9l mly a. dean Of dl debrh and Pic up al Ua end oI each . OP® G R FO emk day CH 2'L - •p 13^ `IL M+ark aha9 be dma ie a aakmanlie manne. .�.1 .�T .1 Mderida aN eWWwt to—Ply Nilh and be , Instated aaordhq la mamsact...recommendations - L pea beeHaq atpHaaraa Ir P sFLO RJ SITSThe CtrecY &Iti Oc OneIHIc IornTlvlNe hbnaell=iU and ..]1wily es5ling carHdllmf. ; 1R^ - S 1T OI.2�16' RJ SiS 16' .0 •�p V . The C-trbet r(a)"I Foy For a9 foe, �® Th.Canbactor(a)-Of cubist bloc teel by - or araee.ea dda of one Mena repealed br o.ner '.,oa o No. Date Revision By «Arcitect e Qp i Far rmowtbn projects,Oa Conbaclar andl retie. "r — �th Ua-te t-t the-tent of IN demolHca Prior Y ' to Uee eommaneemenl of Rk $pecid croskeation 1hoAd be 9i,ce to potect and sepegele areas not - a Wed fa modi6catMna Malerida aM eetada / S•1-0I Permit Set JRM coal made ed Ung ee—dherM.,nd�a - - - - - - - - .. � No. Date Issued to ey aW T' n° Title 16D.C. Proposed First Floor Framing Plan . Date March.01 2004 .. n Scale 1/d•=1.-(r .. - Job No. F1 . 1 Proposed First Floor Framing Plan Drawn By JRM Scale: ; n1 o.4 r�• VIC JONESbi zWJACKMD, HOUSE i Proposed Residence _ 16 Quail Lane Hyannisport Massachusetts --- 02630 e N�'� it 1 i i II4 IT' PA FT ,a RJO 16' c — _— i � r / II G i LVL i 11^ 1R^ P S • FIX RJ(SR tb• .c it Dewing&Schmid Architects,Inc. II V no ®6"O. tl G 146 MountA ,m Street - i - I Cembntlpe.MA 02138 USA { T 6 7.876.aa66 c _ i F 817.64T.6T/3 ® I m o a �^ zso e d.. cd.cnh j L WN u. t',L Cbb'¢¢ J 6 a m ® is j o ll� co i --.D dW (t — Tz a 'i RO- U$ \ iuY PT R OI O. S — 1 .i PAO S@ 1 . _ I No. Date Revision By — - - - — — — — }+01 Permit Set JR1,1 - No. Date Issued to By Title Proposed Second Floor Framing Plan - Date March 012004 Scale IA'V-V 1 af'� Job No. Proposed Second Floor Framing Plan Dra n By JRM scale: 114•=r-0• r .•• (hate PURIRJS.TYPIC t. AT BE GABRII.ROOF A L I DOUBLE RAFTERS. ae RAFiERq _____ _- t ROO ' .. EICH=E.OP - DOR�R(TYPICAL) I �,- .�--' i—` .rMC,,, Plan North f BOARD.TYPICAL - DOUBLE RAETEFS, I i t• O4RIJNE OFSH , DORMER ROOF ISNE a10 MR ROOF RA 1FD.G11 JONES HOUSE =I, _ Proposed --------- Residence 16 Quail Lane Hyannisport L- Massachusetts __ ---- 02630 eR>OF ' � I f a6x P I - ate ROC RAFTERS ®6.0. r Cs`I•O..C- 'I m mo VAIL nnerExs I I I � j' ---i, ❑ �. rr I i � DOUBL MOBIL RAF MME SME I' / D.-In chmtd Arohitaata,Ine. EACH 0. DORMER 9 I - z7w.a-0 " i II • A I I�. _- I MGM—AuOum Street Gm15rid9e,MA 03138 USA II it I( T 81).8]8.0088 Ii M1�' - _- - _ .rI I � E dserdlsdaarN.00m RA a10 ROOI R1.Fhbt5 Ii @16 OL i IL TTI / - 11 1 IFF r — I FFH1E 6 F oEn LE R 16• .0 • M• I� 16' .0 CH fi DO RAFTEIM O 1 I �PITER OF DOR.Iff]t II I\v O Ma Ii VALLEY RAFTERS pJ Q)am VALLEY RAF[FRS 0 � � — - :Yo.1 Date I RevLsion By • i - r� I ���-r—--• --tom i 3- JR I-�1 Permit Set M No. Date Issued to By I I Title 7 I au.xooi RAF1Tia - Proposed Roof Framing I I I ) I I Plan. Date Mach 01 2CA4 Proposed Roof Framing Plan a Scale: i!4'=1'-0• Job Yo. Drawn By JRNI ;y-0' b,-g. b a � d — C LJ w O N LJ 1m � CO) Fo o _o K� m — q/-0 1 d i 3 A H i d A 2' Q d D Lj 1 ° z �; -- -------; rn sf► i 7c : ^Sul' -----� N V k B'-A' la'-B' - W-A /2' V-10' d nn �� rn d _ � r Sd & d W d r � A D'-B' A'-p' II'.E 1/2' 2'-B' 2'-0' 9'-0' 9'-0' i 2A'-0' 23'-Br ry 72'-0' 0 � ga=�q=I 6.60-401aav13- O $9 $$ 0 -- L JOB LOCATION, COU O'NEILL. RBI®ENGL .� CON DESIGN AND CONswrRUCTION BOX 212 ESAR,N5 rAE.3LE, Mi A 02630 PLAN P'WON3: 500-362-3456 FAX: 303-3(92—g334 24'-d ir_Y 11,-8, 6-2' _ O SEDROO I o#5 5EDRDOM #6 -- ZIL Q{ - n . 30-01 T-B• A'-II' B'-7 1/2• I, 3'-w _ 11'-15 1/2' I BATH * cLowr e C4 AU m_-- I Ililll I I_Ill I II III I III I I IN !Ll � W�. �rK.�L _ I 7 Ib'-a 1/2' 4'6° ii'-b° r III II I III I I 2 4 T.7Efa ulm L T�EX A I 1W.' a FlRE-RATED n 5EDROOM #3 �A' BATH * I a w INr.26ia - a z rNr.Clefs INT.sofa FRIVOW a '3 INT.Bose CLOSET b O a rttr.sofa M-Fot.D HALL MASTER n n a'1 INr. a-d 2'-l0•: s z ovawEaD , Q f, O 1 5EDROO 12 B .4E D EIILO W Err. r O to t EXr. FRENW foie ANDEROM c w 1 W. 16" Is soi INT. l 91-FAQ 8'-d m i'-6' S •Ur W a Li m O LIMN r- D 0 G.C.TO VOUPY ALL DIM i QllAwnTT FWOR RS TO ORDERING DOO V LJ LI Q O O O o i� "t5'-a• O 5'-10 1/'1• 11'-4' 11'-I' � Z MASTER BEDROOM #Z BATH EDROOM-n #�4 BATH ® m IL ® S l h ® Z O - C SEND FLOOR PLAN SCALE: 114' it-O' SWEET A 72' Or 9-6" 4'-6r 21'-0" 4'-6' N I I I I jq I I 1 j I I 4-lo I T t`I Ii'O.G I I I IirO.G. 4,-0: •I�O,C, I I a! I a` o I y g I I I 1 I �ig I I b I I i g I I i L 13— j 23'_Br fv- I Qo � I I I a o• — — ---------------------------- C I I --------1 r— I I L � I Ll I I B I L J II J I I I J t I I h aS �•I'\ irC.G. f �� e I�a.a r ®� e�wro�l I � n' I I 1 I i I I 13— J L.,.J I I I I I a It K f 7I 4"° I L _ ® t I I 3 6 ---, --- LIJ n —_i I �-------------- i � --- -- ----------------I r------------------- ------J 11 L——————— k I I L+J Sgrw I + N pp � I r"--T--2,--- I ---- --- ———————J I 23'-6' D Ll r , rn . a ' Y O 0 L JOB LOCATION: o'NEILL RESIDENCE RYCONDESIGN AND CONSTRUCTION BOX 212 BARNSTABLE, MA ®2�►�® PLAN P14®NE: 5013-362-54E6 FAX: 50EY-362-q334 Y 00 \ At y� NEW • A O r� • 0' i i i � r� I Pn •"' TITT rn Q k C \ � Fla 14 c J. I n yy J. r JOB LOCATION, ®•`� J„ OWEIL.L. RESIDENCE �/ . R,YcoN 1DrSIGeN AND WNSTRUCTION m ` BOX 212' BARNSTABLE, MA 02,630 SECTIONS PINONE: 303-3162-°3456 FA►X= -508a362-gBB44 SEE memwmamomm d 1 i D gem C - A I � � E7pE7 I a . P 1P I 'rib 3 _ � m r --I I i \ I LJ 1 � gem. goommummmmm dl Y� y I rn r j j M YYYYi � ® S YY�Y i YYYYY�i 'P C7 r JOB LOCATION, �® z OINEIL,L RESIDENCE o� RYCONDESIGN AND �)NS`TRUCTION BOX 212 EIARN5 TABL E, PIA 02,630 U ` PLAN RAONE_ 305-3162-5456 FAX: 50&-Wp2-El334 _ 4 ,r JL In 1 h � C A Y Q x LJ 71 Is LJ v1 6 0 sw .ulro au, . L JOB LCII ONI SU�1 o'NElLs, P- ire oE RYCONDESIGN AND CONSTRUCTION m l BM 212 BARNSTABLE, MA 02,630 PLAN PWONE_. 508-362 5456 FAX: 503--3('p2-g3B4 LEGEND Leaching Area Requirements EXISTING PROPOSED Q _ - SMITH 1 _ O ST, 6 BEDROOMS AT 110 GPO BEDROOM - 660 GPD Edge o Pavement / w- - Water Pipe w - GJO ONO LOCUS ADDITIONAL 50% FOR GARBAGE DISPOSAL NA Leach Pit 54.5 OC N P Leach Field 55.05,6' � Eq. �. } Ce m PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) (? Catch Basins ® cQJf Septic Tank 0 --------------- x 53.7 Z ! LIAR = 0.74 GPD/S.F o Distribution Box o Q HYANNISPORT Water Gate 'C� Li ht Pole `• 'Q� _ HARBOR MIN. LEACHING AREA OF S.A.S. 9 -O- Utility Pole o� o�------- �� s �J' PD .74 GPD S.F.Y 660 G 0 - _ � S - 892 S.F. MIN. 50 Contours 50.0 Spot Grade ,� 54.4Test Pit L Z7T C,� LOCUS MAP PROPOSED SYSTEM SIDEWALL (12+54)(2)(2) = 264 S.F. 50.1 BOTTOM 12 X 54 = 648 S.F. 43,561 sq.ft. � _ ( SCALE 1 - 2.000' TOTAL = 912 S.F. 1.00 acres � ASSESSORS \ \ S. # = 18.15 �� �� ' MAP 287 48.6 (.'%IBDMSION OF ) PARCEL 109 C.B. �� \` ZONES GENERAL NOTES: FND. 5s.o 49.4 RF-1 & AP ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 51.8 a MINIMUMS TITLE V OF THE STATE SANITARY CODE DATED AREA = 43,560 S.F. MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. \ ston FRONTAGE = 20' \� \\ dr/vet° WIDTH = 125' ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 47.0 `� ' ,` •3 FRONT SETBACK 30 BY THE DESIGNING ENGINEER. SIDE SETBACKS - 15 REAR SETBACK = 15' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILUNG, 5 1 rO h^� / NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT 4s.o 1 �► � / EIUILDING HEIGHT = 30 y of FOR INSPECTION. _ 49.3 o M �' `� -x i i ? S THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN a 5.s O FiQ APPROVAL BY THE DESIGNING ENGINEER. 00 \ qMF . M P PROP.( x 48.1 33• c do /�/ DRt�W ` ?> NSF • ' : 3/4"-1.5" WASHED STONE : • v ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC. m , '�+Y GARAG 12' Q b� 46.1 WATER U E 51.91 „� �� . . a:• . • . d. - '' EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING a �. O ` NE . '�- 2• l SURROUNDING THE LEACHING HELD FOR A DISTANCE OF 5' PER \ , 3�� +� ` ` `� •' � 310 CMR 15.255. , x PLAN OF LEACH CHAMBERS TIC EASEMENT 55.3 w,J Av -/off; 1 5 NO SCALE PRIMARY BENCHMARK : N.G.V.D. Q Q� 44.4 ��° N `: ; `�54 PROJECT BENCHMARK : SEE PLAN PROpOSED x 48.5 ( x 2.6 0.04f ACRES _ _ _ HOUSE , cr• L ° \r � / / � 1 , -_..x 54.1 12, LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND f ° \ L `` �/ FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE � 4.7 <, x 4s.8 ti • ,� 52 L OT ./_9 -1 \ §N1 \ \ \ \ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. `� _ " COMPACTED FILL �3 _ 36 MAX.- 12"MIN. / \� \ \ \ \/\ c 46 �.6 'Ot,� . us M052 sq.ft. _ 2- PEASTONE W N 1.49 acres J 4. PORCH , \ o� a •: 3/4" TO 1 1/2 " Miy o Q 3 5" 4 . .. BENCHMARK a N S ; ' " DOUBLE ON GAS VALVE \ x 50 �-- 48.3 24 :°.:. •.°• WASHED STONE �_ x 50.6 5C l EL. - 41.48 45 40.8 LEAof a - - _ - C Olty S -CO� �, 4 _ G ED �- 4 4 SYS RETgI 1V 49.1 NOTE. LOT 1A WAS SUBDIVIDED INTO LOTS 18 dc7 26 BY PLAN _ _ _ ENDORSED AS A.N.R.' BY THE BARNSTABLE PLANNING BOARD 41.5 TEM )1pI Wq trees #142.4 \` DIS`7` RESERVE \ _' - _ 48 --"" �� SECrION DECEMBER 14, 1998.' 42 x 42.4 BOx. - -AREA 44.6 VIEW EASEMENT r N0 SCALE 39.8 J2 --j - -- A;_____ e,224t SO. FT. _ -��� LEACH SYSTEM . ©42.3 Q.� 0.19* "�( S- .2 40 �` x 44.7 ~~�`��_ -_ HOFNJ ' � `----------- ,�_- ALL PIPES TO BE SCHEDULE 40 PVC s.s -�� - _ lawn �� x 41.5 �H Of _ - ---- USE 1 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS o s11`PweN �' 3c �- x 44.6 - - �� ------ /r- IN A 12 X 44 WASHED STONE TRENCH AS SHOWN H ze ----..` x 43.1 9 ����o � ' o �. ---- .�' 0,c�, /S7E 35.2 35 27.78 a� wo 42 w. / - SS�ONALE ' - 3 34.s N787g• ,. _ 8 s s.o -- $ 'S W= PK NAIL, ed 30 W ~' L 11"'' _Q 40 - - _ SET -3 g 37.4 i CERTIFY TO THE BEST_OF MY KNOWLEDGE THAT THE PROPOSED DWELLING SHOWN IS 03 OO 34.s 9e Of Povement 34.ssldewolk `~ 25:72''--- -� �_ a �' �-- 3•��' ' PA VEM 34.2 ___ 18.74 3s.5 _-_- 3g ,_ , 39.0 g0"w 33.3 IN COMPLIANCE WITH LOCAL ZONING BY-LAWS (WITH RESPECT TO SETBACK REQUIREMENTS ENT 84 56 3 yy 44.46 TD to 37.T - 9.32 5�2 ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA. . .C./ Wjp _ 24' 33.9 34.E _____ 34.3N85�16 4 Septic System Design 33.9 curb _2 W 5b 34.3 -- PUeLIC WAY �� 33,9 33.s THIS PLAN IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY LINES. at the Corner of Ed shill`Rd. & Quail Ln. �Pp g �gR/geLE D>H 3a.o a - 2-9 - 03 REGI RED PR FESSIONAL LAND SURVEYOR DATE Hyannis Port, Massachusetts 20 0 20 40 p PREPARED FOR SCALE IN 1' = 20' Hugh G. & Katharine F. O'neill DEED REFERENCE : BOOK 3017 PAGE 332 - 334 & CTF. 82631. MIX = 't Design Schedule ELEVATION BAXTER, NYE & HOLMGREN INC. Proposed House & Septic System Finished Grade 47 TYPICAL SYSTEM PROFILE T. SOIL LOGS DATE: 12-08-9$ #P-9298 TOP of FOUNDATION 48.0' ENGINEER : BOARD�JF HEALTH AGENT _ FlNisitED eASEMENr FLOOR 40.5' John R.Ellis,P.L.S. Je Dunning, iBarns. Health Dept. NOT TO SCALE �' g , J Proposed CO6MXT ACCESS FINISHED GARAGE FLOOR 46.5 Top of WHOLE OVER DILET SEWER INVERT AT FOUNDA71ON 45.0' TEST PIT 1 TEST PIT 2 BAXTER, NYE & HOLMGREN INC. s :. m rAMc m AT LEAST Foundation = 48.0' SEWER INVERT INTO SEPTIC TANK 44.8' G.S.E. = 42.4' C.S.E. = 42.3 Registered Professional FINISHED GRADE OVER TANK 46'F DM GRADE ' LL .•J.. SEWER INVERT OUT OF SEPTIC TANK 44.5 0 "A " LAWN AREA 0 "A " LAWN AREA Engineers and Land Surveyors SEWER INVERT INTO DISTRIBWM Box 40.5' P p 812 Main Street, Osterville,Ma. 02655 o FINISHED GRADE OVER D. BOX = 42't " `�' FINISHED GRADE OVER LEA�NG TRENCH = 4,., SEWER INVERT OUT OF DISTRIBUTION BOX 40.3' 18" 180, N 4' SCH. 40 PVC :. ..... .... .... •• . . BE Proposed (TYPICAL) - 4' SCH. 40 PVC FIRST `T0 LEVEL) 12, (min) Cover SEWER INVERT INTO LDCHING SYSTEM 40,0• Phone (508)428-9131 Fax - (508)428-3750 O 6 Wo _ 36' CMax) Cover . " " " " Finished • o�'�� • BOTTOM of LEACHING SYSTEM 38.o B MEDIUM .SAND E MEDIUM SAND Basement Fir C tees 4' SCH .40 PVCFloor = 40.5 BAFFLE �a WATER TABLE NA 3fi 1 36 ; � =• :� •� , " 10YR 4 6 " 10YR 4 6 O ;f;' 211-ayer 1/81toi/2' Peastone LEACHING CRAM "C" MEDIUM SAND 70" MEDIUM SAND Reinforced Concrete 6' n Stops = 0.005 (min ) lOYR. 816 1 OYR. 216 Sri a• PVC 120" 120" DATE. 08/22/03 •= ::� =.�::<.y:-: t: • NO WATER ENCOUNTERED AT EL. = 32.3' 71 PERC 0 66" 0 T.H. 11 REV. DATE: REMARKS BUTTON ELEV. = 3ao' RATE= < 2 MIN/IN 1. 8128103 REV. SEPTIC SYSTEM e 00 N 00 1500 GALLON SEPTIC TANK DISTRIBUTION BOX LO DMW5.T NLWER 0 TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE + ' C SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY No Groundwater Observed Elevation _ 32.3' . LEACHING srsTEM H.\ 1985\85258\85258CSP.DWG 85258cs .dw EXISTING LEGEND PROPOSED Leaching q Area Requirements a _ Edge of Pave 1 PavementSMIT - H ST 6 BEDROOMS AT 110 GPO/BEDROOM = 660 GPD Water Pipe w - O� LOCUS ,..._ J OND Leach Pit 54.5 0 0 ADDITIONAL 50% FOR GARBAGE DISPOSAL NA. Leach Fte(d CEAN p►�• 55.0 6 Cr m PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) C ; Catch Basins , MI Septic Tank z v - J Distribution Box --------------- x 53.7 a / LIAR = 0.74 GPD/S.F. � YANNISPORT Water Gate tw } H Light Pole �� _ `f HARBOR MIN. LEACHING AREA OF S.A.S. �J Uti(it Y Pole v� - -------- :\ �� S h O 660 GPD/ 0.74 GPD/S.F. = 892 S.F. MIN. Contours W iq o� 54.49 sc.o Spot Grade ® ?ti / T ,,� `.\ S• Test Pit L Z7/ C� PROPOSED SYSTEM SIDEWALL (12+54)(2)(2) = 264 S.F. �, LOCUS MAP 50.1 BOTTOM 12 X 54 = 648 S.F. 43,561 sq.ft. �, SCALE 1 = 2,000' 1.00 acres ASSESSORS TOTAL = 912 S.F. S S. # = 18.15 MAP 287 48.6 � �� ('SUBONISION OF ) PARCEL 109 C.B. �_ \ `, ZONES GENERAL NOTES; FND. 5s.0 x 49.4 RF-1 & AP 51.8 a ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH i MINIMUMS TITLE V OF THE STATE SANITARY CODE DATED AREA = 43,560 S.F. MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. stone FRONTAGE = 20 WIDTH = 125 ANY T I I i r e CHANGE 0 THIS PLAN MUST BE APPROVED IN WRITING I 3` - I 47.0 , \ I � � r � , FRONT SETBACK - 30 BY THE DESIGNING ENGINEER. \ r .A5 SIDE SETBACKS = 15' - ' Q ��O , REAR SETBACK 15 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLLING, ` ,• O f 46.0 ' 5 1 M `o w '' �i N07IFY THE ENGINEER & BOARD OF HEALTH AGENT BUILDING HEIGHT = 30 o FOR 'INSPECTION. 4930 x a 1r �` f/' S�, / THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN M �r i 5.6 Ss D �F,QgM / APPROVAL BY THE DESIGNING ENGINEER. w PROp x 48.1 133, G Y ORS • '. ::' 3/4"-1.5" WASHED STONE : I m V �O `V� ,'f VEW,�Y GA �. F / ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC. o ri •o' RAGE 12 J b` 4k I wA (ENE ` 51.911 EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING j 54' SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER 310 CMR 15.255. �' •O k J <v ^ ^ x� ' p PLAN OF LEACH CHAMBERS vJ BIC EASEMENT x 55.3 QQ Q ryh ryOry `� r 54, `'t, # SO. FT. NO SCALE PRIMARY BENCHMARK : N.G.V.D. Q 44.4 PROPOSED 1 x 48.5 x 2. 0.04t ACRES 54 -_ _ PROJECT BENCHMARK : SEE PLAN o ,,\ HOUSE � rf / �) - -- -_x 54.1 12 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND _ _ FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE 4.7 C x 46.8 Z71T _/ff ' • �? - I ( \ \ \ \ \ \ \ \ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. ly �?_ ` 36"MAX.- 12_�IN. COMPACTED FILL c �, �9.s _ ,` N - 5,052�sq.ft._ - 2" 3�OT~ IY t3 1.49 acres PEASTONE o�• I a . .� y :• 4.+. 3/4" TO 1 1/2 BENCHMARK i h, a \ N 3 .5 a �" DOUBLE ON GAS VALVE `� "� i \ x - -- x 48.3 5... 24" °• •• °- 50 + X 0 WASHED STONE 50.6 5 `---_` to _--- _ •,, -•. - EL 41.48 _ _ a, _ - 1 _ 45.9 "c�i - -• 40.8 _ EA PROP X NG SED 0 S7EM RET �► 49.1 _ 4 4 4 [ 41.5 �..� SY ,� � Al�/NG WA trees � � . •• NOT.- .LOT 1A WAS SUBDIVIDED INTO LOTS 18 &7 26 BY.PLAN # �� _ ENDORSED AS A.N.R. BY THE BARNSTABLE PLANNING BOARD � 142.4 p�ST-_ RESERVE ` . ?:- ___ _ 48 SEMON DECEMBER 14, 1998. 3s.�- 4a 4P x 42.4 BOX --_A,REA4 \`` •h VIEW EASEMENT �' - No SCALE 39.8 �- 8,224t SO. FT LEACH SYSTEM 842.3 0. A 0.19t /, Of p2ES f' _.. _--_--- x 44.1 `.- x 41.5 ALL PIPES TO BE SCHEDULE 40 PVC o��EF yes �� Q 8.9 '� _ lawn __. -- ~ USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS x 44.6 rf� SIN i"FFN �. CD 38.2 _ -- -- -- ` _ .,t 4�. x 43.1 2,. ': ,/�- IN A 12'X 44' WASHED STONE TRENCH AS SHOWN �o� N Cn Co ���,®t / a Y O IM < 35.2 35 7 1Z778, - __ 3. 42 _-__---_--- 0.?�?16 10 34.9 N7816'3 ,. `S sta►e- s.o �---- - ,,o ���'� PK NAIL r'� x 37.4 �ar��� 0 _ edge of W 34.8 _� -- 37.5 a �C - `' � SET ,J318 1 CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE PROPOSED DWELLING SHOWN IS O 34.8 Pave Side �343 ___ _-----__ m - » en Wa _ _ Q 1 _ t Ik 25:72' , - 39.0 3 0 W 33.3 IN COMPLIANCE WITH LOCAL ZONING BY-LAWS (WITH RESPECT TO SETBACK REQUIREMENTS PgVEMENT 41 34.2 N 84'S6 3 18.74 3s.5 -'a N �8.46 37.r^--._..-t..59.32' S12�1 ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA 34.3 34.E �.� 24 33.9� _ __ N85'16 4 _ Septic stem Design 2 W __ .22 _ 34.3 15 p 33.9 curb --" -- R - PUQLiC " z _ -33.9 - - 33.9 THIS PLAN IS NOT TO BE RECORDED ,OR USED TO ESTABLISH PROPERTY LINES. • WAY VAR,Ae 34.0 At the Corner of Edgehill Rd. & Quail Ln. CE K'1D 03- tTER PROFESSIONAL LAND SURVEYOR DATE Hyannis Pore Massachusetts 1 20 0 20 40 I PREPARED FOR SCALE IN ,' = 20' Hugh G. & Katharine F. O'neill DEED REFERENCE : BOOK 3017 PAGE 332 - 334 & CTF. 82631. i BARTER NYE & HOLMGREN INC. - FM►shed Grade = 4Tt TYPICAL SYSTEM PROFILE Design Schedule ELEVATION Proposed House & Septic System SOIL LOGS DATE. 12-08 98 #P 9298 TOP OF FOUNDATION 48.0' ENGINEER : BOARD OF HEALTH AGENT: { FINISHED BASEMENT FLOOR 40.5' casraucr AccEss NOT TO SCALE John R.Ellis,P.L.S. Jerry Dunning, Barns. Health Dept. I Proposed FINISHED GARAGE FLOOR 46.5' Div Top of = 48.a Wns �°" LEAST SEWER 'INVERT AT FMDATION 45.0' TEST PIT 1 TEST PIT 2 BAXTER, NYE & HOLMGREN INC. RAW FINISHED GRADE avER rANIC46' ` SEwaR INVEar INTO SEPTIC TANK 44.8' G.S.E. = 42.4' G.S.E. _ 42.3' Registered Professional j sEwER INVERT our of sEPrlc TANK 44.5 Engineers and Land Surveyors SEWER INVERT INTO DISTRIBUMN BOX 40.5' "Ap" LAWN AREA "Ap" LAWN AREA • FINISHED GRADE avER D. BOX = 42% 812 Main Street, Osterville,Ma. 02655 FINISHED GRADE OVER LE 18 18 TRENCH = 42't SEWER INVERT OUT OF DISTRIBUTION BOX 40.3' " 4' SCH, 40 PVC :_ .... ..,• -:. -•. FiRsr r cro BE LEVEL) Proposed (TYPICAL) --= 4' SCH1 CAW . 40 PVC -�--� 12' (Min) cover SEWER INVERT INTO LEACHING SYsrEM 40.0' Phone- (508)428-9131 Fax - (508)428-3750 Finished 6 � .c 36' (Max) Cover , SOTMM OF LEACHING SYSTEM 38.0 "B" MEDIUM SAND "B" MEDIUM SAND Fioa�40.T' .•.. r tees BAFFLE , BURP :' 4• SCH .40 PVC - 10YR 416 1 OYR 4 6 :,. 2'Layer 1/8'tol/2' WATER TABLE N.A. 36 36 FOOTING :•..�::...•._ ' - ` Peastone LE "C" MEDIUM SAND "C" MEDIUM SAND _,.,.t Reinforced Concrete S CRUSHO Stope = 0.005 (min ) 1OYR. 816 1 OYR. 216 4' PVC 120' 120" DATE: 08/22/03 ` NO WATER ENCOUNTERED AT EL. = 32.3' PERC 0 66" 0 T.H. #1 REV. DATE. REMARKS BOTTOM ELEV. _ X0' RATE= < 2 MIN/IN 1. 8128103 REV. SEPTIC SYSTEM a 1500 GALLON SEPTIC TANK DISTRIBUTION BOX SJ' TD BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE SWING NlAfM SEPTIC TANK TO BE INSPECTED 6 CLEANED ANNUALLY No Groundwater Observed Elevation 32.3' LEACHING SYSTEM H:\1985 85258\85258CSP.DWG 85258cs .dw i I --- --- - -- - -- ---- ---- --- -- ----- J -- ---