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HomeMy WebLinkAbout0209 BAXTERS NECK ROAD - Health 20.9 Baxter's,Neck Road Marstons.Mills A=075 001 -01'1 1 141 Main Street Yarmouthport,MA 02675 _ Phone: (508)362-2210 (538)362-9802 Design Fax: (508)362-5269 Associates Email: northsidel@comca3t.net To: Thomas A.McKean From Gordon Clark III Director of Public Health Town of Bamstable Public Health Division Phone: 508-862-4644 Dates 9/14/06 Re: Cook Residence Lot#15,209 Baxter Neck Road via: Hand Delivered ® Attachments: For your use - 1 revised set of plans. A-0 thru A4, S-0 thru S 2 (dated 8/10/06 and latest revision date of 9/07/06)—fcr your files. Tom, As agreed upon at our meeting on 24 August 2006, 1 am enclosing a revised set of plans for the Cook Residence at 209 Baxter Neck Road, Marstons Mills for your files. F = Please don't hesitate to call me should you have any questions or require additional information from my office. Sincerely, Gordon Clark III I I TOWN OF BAR(N�S�TABLE LOCATION '0,C) �A�( IV�t,� ►°'l1ca� SEWAGE#aofgS VILLAGE r ' ��n� �j ASSESSOR'S MAP & LOTS INSTALLER'S NAME&PHONE NO. R'3. 6e())Ia(a(kg Con,. 1'33-y7q q SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 6" OD �90 (size) NO.OF BEDROOMS BUILDER OR OWNER -SVlf^j;M (�^Sr,�fuGA0 n PERMITDATE: 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) Feei Edge of Wetland and Leaching Facility(If any wetlands exist ; within 300 feet of leaching facility) Feet Furnished by In I rc h a 3. 2u, r s yap 6" 1 p A .357 t_- I Y 3' of q. b6 b S �� 1 No. . Fee 6 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes r 01ppYication for Mi.5pont ,p5tem Con5trurtion Verm tt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.aP 9 64)(- S NcGGA Qb Own is Name,Address,and Tel. o. n Q rJl-'A'A :�'• =/�neut� - 1y'��r4v+1 ka Ate. b NJ I' Assessor's Map/Parcel Q / � O O "a d Q,�,oj,X ' I M I tap\er'sQName,Address,and Tel.No.lf C Sd$' �33'�' 1 Designer's Name,Address and Tel.No ,1 (l Gl (. I�j Sp1 1 Van �n 1 Qeelf i 'l n i>, 9 O 144.02b Type of Building: L �3 3i 3 Dwelling No.of Bedrooms t7 Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) J3/ gpd Design flow provided gpd Plan Date J JL' act. R M s Number of sheets Revision Date Title S, �r D/�r) o-( Awfo5c �� S 10 YR 'i 0rr/Ari-C Size of Septic Tank S10o 6ki,n Type of S:A.S. `Sa0 6 Affo Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the cons ton and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti�5of vironmental Code a the system in operation until a Certificate of Compliance has been issued by this alth. Sig Date Application Approved by 414VDate Application Disapproved by: Date for the following reasons Permit No. o Ll Sq Date Issued it • - rl O� No.. J �[ � + Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS ' . PUBLIC HEALTH DIVISION- TOWN-OF BARNSTABLE, MASSACHUSETTS Yes 0[ppricotion for Migpotal 6pgtem Cowaruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System 101ndividual Components Location Address or Lot No.aO 9 9AX-� S Alf el t, 0 er's Name,Address,and Tel No. n / �— (,4+/1rC.� v+t'1 �+A �rc�H �rN �— Assessor'sMap/]?arcel �� � �0 a') �,J ®J.�C �-�'� ' ��� ���M JJ InnnCCCta ler's(J/Naame,Address,and Tel.No. ` 5a7 33'y c(q Designer's Name,Address and:Tel.Now a 9 v-IJ 1c A'14.02 0 r Type of Building: � 3 3J 3 Dwelling No.of Bedrooms Lot Size '1 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t/ Design Flow(min.required) 7 gpd Design flow provided gpd Plan Date )JI 9 aQ,s n Number of sheets Revision Date Titled/4/lnic 'ail. y Il Size of Septic Tank �� 6A11.n Type of S.A.S. �QO V Description of Soil Nature of Repairs or Alterations(Answer when applicable) sA Date last inspected: - Agreement: 6 0 The undersigned agrees to ensure the cons ion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t e fAvironmental Code a o p place the system in operation until a Certificate of Compliance has been issued by this Boar of alth. Sig ed A A. /1 _ Date Application Approved by y/ />f� ,� Date / Application Disapproved by: r K Date for the following reasons Permit No. 9Z30 Date Issued -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. OCOJr / dated . Installer R, 4W Ja«A Designer <,;J& va-l" #bedrooms _ Approved design flow gpd- The issuance of this permit shall not be construed as a guarantee that the system wa unction as designed. �^ Date s{I() Inspeci l ——————————————————————————————————— ll// Fee f— No i mot' I = F MASSACHUSETTS THE COMMONWEALTHO SSHUSETTS C PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS igogal i§p!5tem Cou5tructiou Permit Permission is hereby granted to Construct ( )n/ Repair ( ) Upgrade ( ) Abandon ( ) System located at ataq 4)e S N[c(< ttOci Al A-S S r'+l/fit 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 must 'e c mpleted within three years of the date of this .e�rlmit. ,\, Date Approved by ��/ % J ti i SULLIVAN ENGINEERING INC MEMORANDUM TO: LOU SEMINARA FROM: PETER SULLIVAN SUBJECT: COOK,BAXTER NECK ROAD �\ 4 DATE: 1/25/2006 CC: Lou Attached please find 2 copies of the site plan as well as a copy of the septic permit. Give us a heads up before the septic goes in so we can inspect the soils and compliance with the code.Barnstable Board of Health requires that we certify compliance. Peter Sullivan r, 7 Parker Road Osterville Mass 508-428-3344 No. J�o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - - Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS Application for 30igont §§,p5tein CowNtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lat No. ?OQ $o><fer 3 uecf( Owner'qq Name,A Jr�s,,and Tel.No. f7ari'�ons I'li lfc . �cttcnrc(�• "eui/ - Pn- lglNk0.Aea��y Assessor'sMap/Parcel O5- 00/-O�� PO•�3nu 9/y/ klalfdr.ewr f/4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -. noS./ Vak P,a+yqq'He-el". ,a- C.iffy . Lk o a/! a 428-334 Type of Building: Dwelling No.of Bedrooms (0 Lot Size 5/3 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Tlow 734 gallons per day. Calculated daily flow .160 gallons. Plan Date�ulif 517� 2005 Number of sheets Revision Date OR OS� Title r / h�s`>�C,t/.�/s a55. Size of Septic Tanks f o Type of S.A.S. Description of Soil - r"/OyR 1 Zo.lfQ 4�- -I let Wr,/DD R " l, - La ere r 4 7"- '' Xej- 2-`3y 4 �erlir%n+r St•rcQ 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 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signe Date Application Approved by 1111A O Date Application Disapproved for the following reaso s J� 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( )Repaired( )Upgraded( ) Abandoned( )by at aA9 79,a -t-rs Alac,F-!>_,I pas ben constructed in accordance with(lie provisions of Title 5 and dte for Disposal System Construction Permit N . dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector —r—————————————————————————————Fee_ _— No: 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS )Digpo!6a1 dip);tem Con6truction Permit Permission is hereby granted to Construct( )Re au( )Upgrade )Aband o n �n, ( ) System located at .2ne i�ack 1211 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes hisAter duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date:_ Approved by 41 04,/18/2006 15:14 5084283115 'LSULLIVAN ENG INC PAGE 01 FROM :P.7 $evi laCqua Constructic.r+. FfD{ :508-833—E359 Apr. 16 20M OB:35P'; Pi Town of Barnstable Regulatory Services nonaae F.der,rihsetar pubUe S,wth DbUios TYoaam McKmkn,Obvdor 240 Main ftrOck Hen,MA QW1 . Fm 30�79a6304 OEM Dater Dom. �w ' Aadrw�= �.� addrerri � Ak ar was mud a permit to InMR a a " gn drawn b aepdo eyet a at. �� bend on a deli Y IIS u LLxem S" ►� � dated 'l at dut ehe deem robmced above � wall ME"" * � �!.� whitb mq+i�elude minor approved &Mgaa aaah as lo wd rmloosan OM a bM andlar Rio tatdc. A i 0**m too nb= � ebovz wea filled with armor cbuange s (i.e. g tat than IQ, le ad.rdocltiM of the SAS tit v`arti�oel rat o�e�Y of the o but m WA&dm=with 8tste I l Regu one. Flan rev�mon of dee3gnoc to follow. �L • t�u+o t oeer a amp ere Q;13et1�J'ieptiaf�..�r Paam 1 1 J i ' Town of Barnstable 6.5 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. October.17, 2005 Mr. Peter Sullivan Sullivan engineering P.O. Box 659 Osterville, MA 02655 Dear Mr. Sullivan, You are granted permission, on behalf of your client Edward Faneuil, to construct a soil absorption system designed to be connected to a new six bedroom home proposed to be constructed at 209 Baxter's Neck Road, Marstons Mills. The septic system shall be constructed in-accordance with the plans dated July 29, 2005. Sincer yours, W e filler, M.D. Cha' BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/Sixbeds DATE: a 3 6 FEE: N/A .� REC. BY BA=NBPABLI& 3 MA SS A`� 3CHED. DATE: S MRt Town of Barnstable . Board of Health 200 Main Street, �Iyannis MA 02601 Office:508-8624644 Susan G.Rask,R.S. FAX:509-790-6304 Sumner Kaufman,M.S.P.H. Wayne A Miller,M.D. 6 BEDROOM POLICY VARIANCE REQUEST FORM LOCATION Property Address: 209 Baxter's Neck Road.Marston Mills.MA Assessor's Map and Parcel Number: 075/001-011 Size of Lot: 93 313t square feet Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: Amv and James Cook Phone Did the owner of the property authorize you to represent him or her?Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Edward J Faneuil for Porteramka Realty Trust Name: Sullivan Engineering. Inc. Address:P.O.Box 9161,Waltham,MA 02154-9161 Address: P.O. Box 659.Osterville,MA 02655 Phone: Phone: (508)428-3344 VARIANCE FROM REGULATION(Luc Reg.) REASON FOR VARIANCE(May attach if more space needed) N/A Proposed new residence with six bedrooms NATURE OF WORK:House Addition C1 House Renovation ORepair of Failed Septic System 00 Checklist(to be completed by office 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 N/A Applicant understands that the abutters must be 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) N/A Full menu submitted(for grease trap variance requests only) N/A 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/leasee 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 Miller,M.D. C:\HEALTH\Application Forms\VARIREQ.DOC FEL-01-1900 1°a:44 P.01 A,ug= I 7,2005 Town of Barnstable Health DivWon 200 Main Street Hyannis,MA 02501 I,Edward J.Faneuil, suc-Qc or Trustee of the Porteramka Realty Trust,owner of record of the prOPOrly Down as Lot 15,on Baxter Neck Road, Marston Mills(Barnstable),Massachusetts, shown as tax pame1075001011, bereby authorizes John O'Dea and/or Peter Sullivan cif Sullivan En&eering to take such actions as may be necessary in Connection with the development of said Parcel for the construction of a single family dwelling and related amenities. Sullivan Engineering has the full authority to represent the owner before your board in connection with all matters related to the septic system. Edsuard J.Fad as aforesaid TO-AL P.01 SOIL EVALUATOR& PERCOLATION TES'lFORMge I of 4 P�0F114Ergt� Town of Barns table ' ty, and En Environmental Services 1 BARNS�TABLE- ' Ucrartincnt of I-1calth, Safe 'gyp Mb �0r public Health Division . lEOMA� 367 Main Street, I lyannis MA 02601 ()rice: 50R-790-6265 FAX: 5OX-775-3344 yo � - lAsses.S111 en f01' SCWiI C I�IS dos if ll Sllll�2��111� ASSESSORS ORS MAP NO PARCEL NO' J Date: ��� ill-7 NU. S F Date: Performed By: Witnessed By: Owncr's Nan,c 0A4 4MV%P6 locaiionAddress � �IGi SL.1FV,4 ZAP tit T A►MAe 4e-v- `wZa I�11 a. ---T°(J S M f`t Vh-='M 1 Address.and Iola. l / \\ OI 1 'I cicph��nc a Atiscssnr's Mal,/Parcel: -7 /I ( �n11 � t NEY CONSTRUCTION ✓ REPAIR nrrr, evieW Yes ✓ Published Soil Survey Available: No Year Published 1#0Publication Scale I-_ 2 ,4>CV. Soil map unit Soil Limitations Drainage Class __A Yes Surficial Geological Report Available: No Year Published (� Publication Scale 1, �,0C Geologic Material (Map Unit) Landforni Flood Insurance Rate Map: Yes Above 500 year flood boundary No -7 Yes Within 500 year boundary N0 Yes Within 100 year flood boundary No ' Wetland Area: National Wetland In Map(map unit unit Wetlands Conservancy Program Map(map ) Month Current Water Resource Condition GS). Below Normal i Range: Above Normal ➢� Other References Reviewed: l)rP AI'11ItOVE•D FORM- IV07/95 I�oltnl I I - SUII, I;VAIXATUK DORM Page 2 of 4 Location Address or Lot No. CG� e,,j c c /55g3 E On-site Review Deep Hole Number 2 Date: /--40`7 7 Time: /2 !4" Weather 6 -N� Location (identify on site plan) '70'/ /oo` r3,441-' '4Z /.-'& ' ,9 A-e.-- Land Use Slope M --S- C Surface Stones O Vegetation (,t�oobrr� � st'b f PN'z Landform OoT /4u' s/v 09L"4/4 Position on landscape (sketch on the back) Distances from: Open Water Body 6AV feet Drainage way feet Possible Wet Area 41.0 feet Property Line P5 feet Drinking Water Well --- feet Other DEEP OBSERVATION HOLE LOG" i Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones, Boulders, Consistency, % Gravel) � �/ �,��e, � ',a�.sa-.ruJ /oy.�S� � �is�'Swd �ia+9zcta' p° �✓ Ap Ioye MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) fDyi- uA-.b4 Pi--.&I W DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: _ Weeping from Pit Face: M Estimated Seasonal High Ground Water: /:-7' RE"k C► Yiw i+e I DEP APPROVED FORAI• II/07/9S i� FU1tM 11 - SU11, L;VALUATI':R F 01 I, Location Address or I,o( No. 15 V,u L c i55`I� Det errnirzatioil or easonal Hi h Water Ta le Method Used: inches ❑ Depth observed standing 'n observation hole f observation hole inches ❑ Depth weeping from side o ❑ Depth to soil mottles inches❑ Ground water adjustment .... ... ... . feet Index Well Number ..h/W `) Reading Date .. ems 96 Index well level Adjust ment factor IJIA Adjusted ground water level '14 i De th of Naturally Occurring Pervious Material four feet of naturally occurring pervious material exist in all areas Does at least observed throughout the area proposed for the soil absorption systems — If not, what is the depth of naturally occurring pervious material? Certification certify that on -� /� 4S (date) I haveapProtection otect on and that evaluator the above analysis Ic Y approved by the Department of Environment was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature ate -30�`�� UF•P APPRO�'Fn FORM-12/07/95 Y I 5� FORM 12 - PERCOLATION TEST Page 4 of 4 t N o. ��'• Location Address or Lot !� �e- 6'113 E C OMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test Date: /-30-y Time:, ie� �• Observation Hole # I Depth of Perc ------------- Start Pre-soak End Pre-soak j Time at 12" Time at 9" Time at 6" Time (9"-6") C�>✓ G� STvi Rate Min./inch Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed ❑ Performed By: 11/mot Llf�1ti' �' 'I ..._w. . . . ._... ......... . . .. Witnessed By: Comments: v... DEP APPROVED FORM 12/07/9S I • ®RETAINING WALL/RETIRN DETAIL c4.. r°R° W. R.f%A fK TBP N. !•`•,.. / B4•Y'O.C. >rl•r YF LIf P.T.tlLl COr.�P4 t:��.: / v�wn.r O•Lv.•Y°Loa p1l TrOYaa,,f:°'°;,w r" ' CO.0 YN .t +. iiynyrau••paaw COLT. ..;.'•�-3_ A. < r_r r-f• r-.- f.-f. ._�. R._B. '_..a;?2a;�ti:yn�i?,x•*�'P:,i.Nr M''.v: .1...:o'.y; o g ` ----------------------------------- _""):]-_] .T. . ...,L. A' PROVIDE D-UAW.60N0 MG Po ___. 1,_B. r-s- .•-Y', co+• CO n ..,1� r u PROVIDE V-CONT.POO POR wLu N$uPPoaT a•-r•- ^a'•. TUSe PRo oa]I'C OwrGi OTMG O \� /1•"� W 9■ /' -JL11152. __�LOR-COLUeaIRUMORS______ C \ [ty e y rRA TAIL /-------•-------------------------------------------------------------------•--'---------------------:------, —•—•—•—•—•—•—.— /, � TILL DE —.—.—. —.—.—.—.—.� .—.—,—. —.—' — - o' - -"--"------ -o-- -� ----- I PJ_- - ---------------------------•-------------•--- ------------"----•"---/ ,y� 'o. O GA GE DECK - icy �o CONTRACTOR s L ; j Aeov! ? " DECK \ �2 4y6 1�6E roorTixc CO—RI ! ; 4 4 AEova °� BRLOtl PRANRD Y.-O. ]i'-O' N T 1•pyP,a Q/ ) •, 3 Yy0- \ % j� 1---�� W R CONTRACTOR 6NALL NAINTAIN—nNIHUn F ; • - �> TA0 \ `' • �' B!;< ��'•' t'Gii t___-NZI "_______T PogTING COVERAGE r +t6•-o• c 141. \ _ '(^1/i S =g mp BeLOY rRAMED WALL •' ,P O (. ��� p`<lY�l O OHR—A44. U[LORDT .4MDO ♦ BT![L ? < iI?COI•C.P•:•^rTL - < , Y ., PULL NT: r •'TW]15] TW1161 PWN1.K BEAM CONNEC N_______________________________________ __"_ 9A OprTAll a01CONC.1. A____________________________________________________________ __"___ .SWEEL COL. U T.rO S ySp! A 1 7+(•y� +�AP< ?•� ¢ i-o•e'-o+r-� va run � �ffi�:d�.swY1'•r • PULL MR—f'STUD WALL 4 9 3 BEDR on 5 1 eF0 / r0S *$,a S°^y, a \`'• gtoo� b .5 .5 FAMILY ROOM HANG!r0 IIIC<CNlD alAe r DUD n Alls'' roonxG SPIRAL aTAIRCAa! COL-TO N` Q I _w.�C^.A ?` '..C:='Lkr r •{� �•• Or/OG/Of ;LO♦D tlALL ABOV! A A � '•+• 'L• nNCR�LL raLcra roaoL•R[PFrLN '`BARN.. 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YK)N ON 10-X]O'8TRm Poo—G. `B �ROVIDH] 6 NORIZ.URB CO N BTRIP POOTNG U/ wYb VYXVI' KEYWAY ROVIDe.)VERT,DOUaLB• T O.C.NORIi.EXTENDED 71 ae RR-DAR xTA L'ANur R/•• J ABOVC OP OP rOOTMG.PROW][G/e'XI]'ANCHOR GON7INUGHB B•1'-O' "' BOLn•1'-O'O.C.MAX. �- ].ALL STRUCTURAL RTRRL COLUMNS TO BE 1-—6—SOUARS STa6L TUBS + OiIA a NAO Q POLUMNa TO E%TEND TO POOTER BELOW.PROVIDE f'%t'X6/B-CP J LATE 1 Y%I]'X)/<'BASE PLATE R/].)/1'Dun,BOLTS.WEL ALL CONIIBCYIONS -:.=Jy.:',y'` °•Y POOn.s To BB 4rx—KS'SQUARE CONCRETE W,3•16 BAR$CACN U♦Y. }------{ �;•,,_, •• ). Douele rLOOR uolRrfi uNoeR.LL PARALLEL PAanrwNa. DETAIL S.AO AT THICKENED SLAG FOOTING '`'-'"x`'', h^>�',:•:',:. "'^' �hr'•, of CUT CAP TO BE 1'POURED CONC.ON COMPACTED PRL. "•r'�-"ter;�-'-- 'r#i •�, Off•4��T� '0 CUT UOINTB ALONG WALLS AND BUM COLUMN LINES. S/�••�-� .'.:'::. c.T.,,�.:j,`.;4,Xt:+� •41'` ,,P4`< 1 8 5. CONTRACTOR TO PROVIDE BASEMENT VL—LATXNI A6 T .yr�d�rt. ,Y`:,;,,41..,!:;!� •,M1Cd R O RE OWRED BY CODE IWNOOWS OR MECNANICALI R' -`•:•'"•� CONTRACTOR 6NALL INSURe THAT ALL POUNOAMN WALL$MAINTAM R �'-O' 1 PROVWR USB BTIPraNING PLAT98 AT■NOB OP STEEL BEAMS.TYP, t COIF L ,�,Li:•Y,:,;`f B.8RR STRUCTURAL ORA—POR LOCATIONS OP ALL STRUCTUR♦L COLUMNS.CO­A INCORRECT ORROUl STOM•BLE D WAL NOT SCALE ON3 NOT ePOUKLG T TO6TNE NSTTG TIGI ��.�C'.�".—'��• Or TNC OCEIGNlR BCCOME TNC RlBPONSIBIUTY Or Tf2 CONT4ACTOa. O OGARAGE APRON ORTAL = Q SEP 07 2006 NOT\: NOTE: CONDn TOLGRADE LOCATE PeR WE CO.M.5 • MELD LOCATE DICK STAIANS _ O GRAD\v\R yT\ ONB V r a 6 -1462 c DECK 4'-O• I38•-O' D-L. D-Y O BBO Lexl Aeo DINING AREA AREA ?~ .'-O• G{Ow MMPLRRAPP WATRUCr\D q ALL z S��Ivy MEW AREA OF6zy3'� < OVRi'^ ✓� rM CSi00/Oa P P, PLl XI AB ILA.ABOVE %1 A50V PL\ PL\XI AepV\ �leXl ve SRj V\xT T0I493 TWISSY T 1 1] TRUS3 TY3.Sl PL°SM ST\\L e\An •• O. p,":. 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CONTRACTOR \ ^MN COMER l9NEVOMS OR Y 6BING OR INS ATTt.TK)N NO0 INS OeSIGH°L•RGMT TO ' 4 � dry O SEP 072006 o $ � H5989b . - ryxS4O TYZe1I0 will TWxeNa ryxeNa � &r&r eB�avb F W .5 .5 gya+ O ` ` • E DR0011 - - .� j iR BEDROOM R y Q F•' a- y #a g,. - cw.Nca A oP ! ° x: x: } 4,^s'`e o Er_p g li oa/oe/ot - w<e Nte - •f A4> -O C�s7 c/5 Ail PRN RA4. OIS■ RAR O PO TO NFM PM M■GRAT■ /RARING • CENT�REQ___ ■ELOU S._ , CP 'cC 240 6 �e ,_____ 9.LT-m Lw. CLO > $ f. p. N UPPE } e is U F OY E iY T D 4A"TO t I Ot LINT 6.R y0>y0 > Y'C J• - —�X LOFT Z <8 P6MT TO DOOR O Ioyf Or f E YC SPIRAL F' >q �P O OOn' U YAl L >f E O O4 < .y e t 1x<P06T P L' ROOP BATH w N iF! 88 D� Lo. TO OPEN 2M0LMro Pa o o If p a� o n o¢ 4�/�) �o� eEL ----- wELD ;y .--------- LOCAT■W4 ni 3R > OPad d04 b fqT> K¢ 9£ dlg �( ¢ F I KN �a PRO ■ADR SLR <[ �( >O L' �•• <F•} �C`w4 g ��� ___________ __ b_.- POR s IRe 1-4----- ,,, vy> c. r4ry .. S$ ?gak) �TTs� MMpp �i`E D Of T .. .: PLUS.LVL MELD DO ST iX CI1¢PXD CX11¢PXD 015 • v Aev ev f�lfPP 9�F Q R o z O U� 20» wLL Mw rn.P■R■D 'o�`�� J /0I��Y CeadP >fq`= IL OLV wQ r-o• e'-<- T-f a-<• a•-o• �ct•, 0}. L m�� SECOND FLOOR PLAN W p �dwm SQUARE FEET= 1036 m'd SQUARE FEET STUDIO = 490 LL wz Q Z iu ulxoowe••NDeRsoN• 0 OC Q m v <00 SERIES TILT-UAS.UNLESS 01.61.8E 7; BC f��P SPECnIep 4 ;S wuj�¢m INFILL vb$ D Z # INTERIOR 0 ^ UJ Q~ SPACE ' w —�O Rr-G• p c y� J 2X STUD5 �� y^ Aa'N p C�t(ff DETAIL OCURVED — ° WALLS a NOES: .. LL!WI-Pbs■ALE BMALL SE. 8 <4'O.C.UNLESS 01.61.8E NOTED. O P x.ALL MTm—WALLS SMALL S!2- _ UNLESS OTMEMY SE NOTED. L CNTRTR ALL 07 RMGM OPENINGS SMALL OR TO IOROa—GNNN� S. - <.CONTRACTOR SMALL VlRIPYALL DIMENSIONS ._ PRIOR S CONSTRUCTION, CONTRACTOR INCORRECT T DIME b*M5 T ANY NT TO OR _ '- ITIM AIECT OINENe TW NOT SROUGNT TO - _ ■ ■wnoN OF a D■wcN¢R. 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M \ 9 nri TRw \` ' CONTINUOUS MOLD VENT 1 T TLete 1 • � �,:aAW i i5 g p i WINDOW CHANGE D IT IIIen awwr / Ot y, is . 1Q Ix S/OS/ NJ / w 6 D \\% Yry�L NAvr• / F f0 YEAR ARCH.ROOF SHINLLEB n F \\ ,� OC c R \\ ,� ELD DAST HEAD HT t �` POR PROPER REVEAL R 0 TW311f I%p RAKE` TW31K TW]fK a Mp RAKE V H Mi FACE X1 RAKE M I] IM{RAKE (� O 1 TTGRS ... `SECOND PLOOR� p \ ________________ __ ___ _ CROWN Q ALUM 41 %B fRIE LE UTTEFS I/S'CROWN �Iy l i1nu PIAfiHML eHMD MIEZE :: d�yl ITYPI lS ~ PLASHRiG DlHIND 8 s CEDAR SHING. .3 4 u TW PGLEB W��3Q�8�ii� P Q I. WS- WT a— CEDAR fiHINL. ®y WF a$tL•LS13 EMP TEMP W316 TW31) PyG{O TW311< TW3111 3'RC.SILLTYP, 1LI 1W3111 Ty31K M1 WINDOW/DOOR CASING - MI WINDOW/DOOR CASINGw&p�QLr %L RNER80ARD8 O Z� r�$� ] RC.SILL TYP. (CORNERWOAROb V 2E ZZl T7i p /1 CO PIRST_LOOR� VRRIPY HEERGLASS THERMATRU - PER DCONDITIONB{'bTEP000M INSULATED 1-U T!DOOR [i] _ EAST GARAGE ELEVATION rl q ��R d g Eyp. CONTRACTOR TO VERIFY ALL WNDOW ROUGH `v OPENINGS PRIOR TO ORDERING WNDO(S 1 c..) .8 NOMT DESIGNER OFANY IRRORp OR OML4&ONb. TW3111. TW311i . - U3157 TUD16] TWS Z Q _ ELO VERIPY FULL NT.PND b, ` - FEE SITE CONDITIONS • rA AR•N•Li HnIRiA1 \ LIL \` e"BOXED POSTS MANTAIN TOR WI UM MAINTAIN TO MNIMUM 1TYP1 POOT8IG COVGRAGe F PR \ BELOW PRAMED WALL i \ WEST ELEVATION = ° TumR \ CONTRACTOR TO VERIFY ALL WINDOW ROUGH Tt°'F , CONTINUOUS RIDGE VENT OPWNMGS PN—TO ORDERING ND-8 IG j Lyqqqq 9(((gr f SP FRPPNp \, Y NOTIPY DESIGNER OP ANY ERRORS OR OM 10 I88NS. n'Z.m.R OG s«Ao� ..F% T kld EEalpw� 1G1 rFenaaru 2.IRAPTE ASPHALT SHINGLES Tmcu FAU NPn1 ] - OG VENT' lip 4y PEpa y \uL R w caMPLaruY oenRm R/KR I PAna uPR. / \\\O!AV! •SPIED DORMQR,';' - b o S"CROWN MOLDING _ N Q \` TW31K STRIP VENT Y O I. TRIM O O IXp RAKE •• 1 SECOND PLOOR� Ix(R-e ------FLOOR eeroND 4 V W ________________________ _____________--________ y_______ WINDOW O LL Z J U r-w m Y R.C.SILL TYP. Z - 2<W Q IXI WINDOW/DOOR CA81NL O rI, Oo~~ CEDAR 81+NG. UN31 r O IL W f�Q 2 16 ]15 j a J co O 1.CAP OVER 3 V CROWN M _W ____________________ ____ —— PIRBT FLOOR__ QO 3 1/2'CROWN MOLDING J NOTE: V 2 TRIM UNLESS O�MERYIBE lROPiEO 6aR118 TLT-WASH pEODWIERHPT.PND.PIRP TK WALL k"O.C. SITE CONDITONB <ML.POLY VAPOR BARRIER EAST ELEVATION MAINTAIN 4r"NTUIT R-M INSUL FOOTING COVERAGI BELOW PRAMaD WALL yH31 •G.W.e. CONTRACTOR TO VERIFY ALL WINDOW ROUGHNI'"PRIOR WILL •TYVEK"HOUSEWRAP • v eu OCIPY DESIGNER TOPOANTl ENORB�OMSSIONS_ T1 S "COX PLYWOOD SIDING SEE ELEVATION f EEYOND WINppW a IY BOXED POSTS T + OCUPOLA TRIM DETAIL = SCALE 1- 2'•r-D" • S EP 0 7 2006 NOTES: FRAMING PLAN5 ARE CONCePT11AL. IT le THE REEPONIfNTY OP THE CONTRACTOR TO DETERMNE FINAL PRANMG LAYOUT IS IN COMPLIANCE DMN THE LTN RD.OF Tq MAee OTATE 50LDMG CODE f ACMEVEp OEBGN INTENT. Elul rut vu .AD w.N 0 6 _____________A_________-_________________________________________ ______ _______ _________________________ ______ _____ ' / __ __ __ __ __ __ __ __ _ __ __ __ __ __ __ _ _ __ __ __ __ _ __ __ __ _ __ _ erA4r�ee0 I-IIwT•ON ` p M, ii r, 'i DI AI o,D. R �QL TIN laP R I.00.+aRTaO4 JOIST TO BTL.5K CONNECTION PROVIDE 13•DIAM,EONOTUpE PROVIDE 24-CONT.•' +OR-004P11L AyRroROOTNG FOR qp _________ __________________________ _____ _ ____ __ _ ____ __ _ _______ -) •I P. • P. _ _ _ )' •11 P.T. __ _ __ AD �Pv � A.oV ds o c VH.i - M I -T •N .• 4 4,A�'R �z • b NG. 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A;LOAD TIRO ON]N O 'J ' Z Q LOAD PROM Iy ADOVE � X ' bo • I)/1 s e,/4 01 D T i V a o «m JLJ L J L - c- i.i 7 ii a a' x FF papa ■. L&{ Cie-IOC ` LO P n 9 PO DB 6 ¢IGy Q9 �C1i _ - AD ve g EEE pQ8 §eE �. H ILOCATE WALL ]:11/•%I • 11 S�Q�$�L gQ$ey��yBe�3R • PROPER OROO �>� E��6��Z,tQg�f )�� - :x� .c. 'h� yECCTCT CY g� c cNAHCB ]: x$ n ,T+A c � 8tg�ig �6g • c eD ^� � ° egys.N seP� p L NOEa KHEe Au Ae v e � o •° �£��5���`�dY11��¢ fi*A C. /e TYIMCAL LVL/GLYLAM BOLTNO/NAILING MOTE: MOT£: SOLF6 DLOCONG DETUEEM EACH SMD BLOCKING ESTUCEN EACH SJT .N Q UQ MULTI 1 3/4'BEAMS '+ O W Q Wm / „RCII r a woes o Ho w.0•m R<. v tA+)P a J O X F o IL In Qw v1 To•a Oy,P1 �A�RP �) ' w Q mQ e1�irololwH O roF T; X W u m ea•n axu v 4P/�< Lu Q rQ n.a S.A. •Peces I woRa or Im oun can m 4c. y�S\ � r �ieL �ivi a��vs � +• F MULTI 3 I/]•�EAM9 e..ueP n e .e4TTRw �`'' ` IM7 JOLT TO BTL. SM.CONNECTION Y Cn S E P 072006 NOTES: TYP9CAL LVL/61 ULAM DOLTMO/HALNG MULTI 3/40 BEAMS R1-0 PLANS AR!COHClPTUAL. IE TN E RlSPON111.11Y OP TH!CONTRACTOR TO OETE^xME MNAI PRAMNG LAYOUT IS INCOHP ANCE KITH THE LTN GO.OF THE MASS t T6 eUILpNG COOL I ACMlVl6 OGMON gTGNT. ' ]MC.. aRps Or 4O NAa.•TO.O. B TAIL n. eA G LLJJJ • U'. �NI, � f MG. a Rws o.I/T qan.an.O'OG 6 �ad T QQ .PRetaSir n 1 . V .0 < a MULTI 3 1/2'BEAMS OVERPRAME T1.S AREA CRICKETR �1! t•OVERHANG ITYP u O UN\Rl O <€` • _ • MNTEIIB t ]..Cf• _ _ ♦ a•OR.Or I/r Run SOl» c. R 8 PS OVERPRAME OVE ME % w TWIG ARGA x — 9S8C TWIG ARtA RIDGE CAP. § REA s ra �a :WW - -- - - � CRICKET � " w: CP, I]/•X 1 I/a UNDER p ' : W x.Or / O Cis] j'pi n K• .c. O Cj ��" NEW AREA Or 1 O�,� CHsxGW I D X 11/ R r � �roi!fra�o.AO R . S OVERHANG ITYPI Oi rJo - runT ]X aae - c « LC 10 e aai@�s n K T � g77 y w .. • � __JXIO_ K O. f lilt HE r, q T.1 ARl om N -- / , ` + LVL e%Lou �Q/ pI,Y .'OVERHANG ITYP) E G 'E4 / TO' 1Lr a X ; ILO[V W Q -UILT-OUT Rat! ITomz.eRAuxG .� TI .Js s„�,. t, pV'yv a °e Z U�W m LLI OQQZ wruLaT-1J"pI.R"u. _ L•C� ° F° /�r° •+ 4 �tJ `Q m Q X. r.w xowr HA• / -/ _ LL W W Z ti 'l w...Ru•v ' // 0 'O / L .L4R..RRr a$ .IOIbT TO &TL. 8". CONVICTION .•oveRHANc ITYPI e SEP 0 7 2006 a • R-N MATT a1811. LOP W�•�•RIIEIL - � IK Orlt I SE.IP IK ma ILl.sop Trr w ap, 1q xm R Ilr G,G Ppr TINT xO P.T.RLL /,ppKllp Rly �C�QC.Oy1,1 WLY"NIR (HR WRRll�ph SILL BrAflI ••Q 8/Y Ylp RmN WIT, q " � WIAWndII�P.�MWIY tT A :Wl 21Y Imrtl1 3:2.12 P.T. 3:2.12 P.T. J. V� a' PROMS 1Y SAY.SOImTUEE Y PROMDE 2a'CONL�ppTaG 011 . FOR COLUMN SYPP'ORT 10'-3'h OGARAGE SILL DETAIL aver_ra r.z.lz P.T. - DECK pp 7RAC L In YNMN rNN"DbR•�iRiYw Ae01£ FOOTM COIRRACE W q W o + (B(BY olHm) ci TIN # 4 ETw °lr. �PJ'G ��yM11 � SR 93F FULL NT FIXED 6'STUD BALL TQ4S2 TNaalu FLUSH LN. F91 qP Q QI ns area m. i � ���1 �t�.�0 {:l 1••mwure YAR FUI05W €, pL�, NM 3 _ '",��i�,q'� SIP re g m�e wAre Yu Ic $O I BEDROOM JUL HBG14T s•STUD WALL �� w In S to k FAMILY ROOM \0% t/] e f xGaL TO WALL AS rE �0 Ama RALL sn cmk mm more m OF •n/Y'Emwc mm ma mow m muR m aYmP oRPYa enR•iegr rs aAre s mxnireATe a.Re Ywe aAr tMu1: ALL aweATaF � .+ • 2:258! t F7xG a kfy�.F S FLU UFW fCLOSET AEL HIMGSLABY x0 aALLFWP& PTUIS1M �AamC PAL �LKCOLUMN FOOTING DETAILFUJISITE cGNaImm 255a C' •Yr...e© z SEAR pp$€ �oee 2466 �! zee M CHANICAL/FURN L i• �� s�iw°U7 �i � �� 2OS8 �. 8 UNFINISHED 6 gill! 1, e9 TI STORAGE 2 1 BATH saT � mg� � 66ACCESS r# UNFINISHED 2 Y N 1 STORE Y e IN a STORAGE aPNL UNDER POST a r�'h2 Nell � ACCESS o� STORAGE TTALL auT ) BALL auTQ %8aFY IN UNFINISHED � FIELD PER SITE COND. STAND.MASE SASH Fn 0, *kr 3 r Q V STEP BASEMENT LEVEL PLAN SIM°` '°s'; SQUARE FEET = 1898' . � L`' Q In � V1 BASEMENT NOTES: ' m� 4 �a ''� a 0 � N.uAY OgN/�b xz�m°Tad FBb �°"ar!° Fib' ' 88�°te3d "� �@ Z w d0 m A OR 1 S C. iP IS IBYm O Yd ac a�� Z PRORRIE Ht11L aAlre CWIINUauS to sIRIP NOTING r �6 p e fa 1 1KI IKY Ni• O �� rwH. ep mv�aFrET�n" dm�TaiD /aN 2Ca1j1WU0uS �. N.ra woolYi> e• .I L� Q 80.75 O z ALL �w�ullxsaHs ro eE aua e q•� A�sTm TueE e. _ r $�7�a rNm O ruTEx�Nr�Pu1�°d r0 a a���dAYCON"�710N5 � B• '�b J FOOTEN$ro EE a at T09 SQUARE d ,�^��T,pp,, . .. 1 DOOQE FLOOR 4MIS UNDER ALL PARAUEL PARRTIONS. DETAIL S.AO AT THICKENED SLAB FOOTING < ••DUST CAP TO BE a•SINNED CONC.ON t01PAC1FD FGy. CUT.IRN15 ALONG WALLS AND SEAM T2AMIN ONES s Ca1TRACTOR ro PROMDE ORSDIwr 4FR7�,AT1GN AS S c \ REoLoM DY WOE(IN,CCM5 DF WEWAIaCnLJ °• �i er INSURE THAT TRACTOR SHALL SURE ALL FWImA d YNN7 ... �- /N21 WALLS MAINTAIN SI N'J Q\ coym 4 e om 7.POOWE d®STIFFENING PLATES AT ENDS GF SIFT BEAMS,TIP. S.SEE STRUCTURAL ORAUNGS FOR LOCATMS GF ALL STRUCTURAL CHUM NS aA G�MTRCA�CIpapt pSUM�ALLpNORT1ESLATyEQNOgRAp■NSMGS FaEIppQUYIpEH9aQ15,HEA�NY IOyyNG, CN C) OF D OIE TESIWEA Wi"E"�NEa1h�ON�u7Y OF IHE'GONT IR'ACmH"E"10N f, O OGARAGE APRON DETAIL ^ I T 1 1 NOTE.` NOTE: FQ1TO D DOE TE 0Ep SIX CONp1j10N5 FlEE,O LOCALE PECK$TNARS _ ro GRADE PER SITE COMMONS (7 TW2452 T02452 ygY_O' DECK '�� FIELD LOCATED PER SITE CONDITIONS RETAINING � WAIL 13SY O W • Q f`, G f. BBQ DINING AREA AREA bgEssh LOCALE PER FUM ADM FLE)d ABOVE oae FLEX ABOVE 4? STE GomfloNS S fig+ rm Sao 2R8 WALL 7W Im FLUSH STEEL BEAM x dr 8yZ� GAR �f:�CO6tG.."Y U2Sgg �l FLUSH HEARTH o� �¢r8}ti RAISED MASTER SUITE GL �� •" h PATIO HIGH CEILING W z LIVING AREAME eE°ps'i22 oR THE �, g' ° G ► ; NOR NET WAR 'A O 2,BB - W.I.C. N 400 C.O. IN2465 oEsc �f. 0 � q ► �9G ±� a' zed pEn FLOG isle zAee SNK OF 2A6e 2i8 241 A me l �4 5._v S'-,' B•TREAD ,O, DEN ° • ♦ e : "> CLASS eeL 6d $ MASTER WALL �Rm�rr w R uP � F C OPEN o • h � � $ - PosT OVER !�, �.p� tt6 AL1 T BY R TR � / n dQ 3 Qe g a i yy 2465GLASS WALLLIL a-PO �p PLn T1r2E62 T1E2482 Out W.SOL 77rlrb2 7M2182 i �T s' Out PORCH �p grcy iP LVL NOR ABOVE lVL NIN1 ABOVE LVL NOR AB01iE J, °: '�,t W rW244 STEP �• ♦ �gq'J••C �' e. O • TY SWARE + '� B• Y a UA z Q o FIRST FLOOR PLAN ( JB• a. a }• z� O wQ ��"m SQUARE FEET = 2254 af o o X� � CA Wom`Z z ,_2cr w Q %DO Z LLJ - NOTESe LL. m OJ 1. AIFL•EITI3BOR WALLS SI/NL EE 2716 11 19 O.C.UNLESS OTNETTIIISE NOTED. 2 AID INTEWOTE WAILS S1/ALL E 2%4 •16 0.G UNIEa On1FRw5E NOTED. ROUGH GTtn '�P a�E�PoNG wNDoas r3' aD A CONTRACTOR SMALL VER"ALL pOR71S10N5 PWOR TO CONSTRUCTION. CON TRACTT>tl ASSUMES RESPONSIBUTY FOR ANY MISSING OR h \ INCORRECT DWENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. •11 t °• N Z r- {,T W I� o q 0 TW28410 TW28410 M8410 TW28410 _ U Him 1.11 P w C"7 S� B DROOM Q F �R BEDROOM V3 Cn Im +see Q jiv2eee cLo ao z� ;s FOYER JD�fl g TS Eel BATH CLO OPEN POST ro BENCH BELOW L�SITTING FLU(M TWIIT48 TW2646 TW2046 FLX FLX FLR ABV AB. AB" o 20" b• � ° z p J O u CL O LLJ 2 SECOND FLOOR PLAN a' L:2 M SQUARE FEET= 856 00 W Q a SQUARE FEET STUDIO = 576 " o ul ul� Gom Y,. z Z LLJ v o : LLJ � o m Tj•(, B. O 1.NO�p(TER80R WALLS SHALL BE 2%8 O Q\ •Te O.C.UN(L55 OITIEAITISE NOTED. O 1. ec LE OTHERWISE NOTZXM 'll °a R. TOOONTRA NIN PRIOR YEYBFY ALL i1 WN N O RQJpI OPEWRTOS Qi OROEAINO WNOOWS CONTRACTOR SHALL T ALL R190N5 pnonO CONSTRUCTION. CONTRACTOR _ N A$SV G OR O � THE A E77ENi(ON 7NE NODE94NER.�T 70 t IN, cr { f I i RETAINING WALL I{ FIELD LOCATED PER SITE CONDITIONS i i I BEDROOM CL f BEDROOM j FAMILY ROOM jINi t I L I � Is+uvu��nri j i CLOSET I - STORAGE i STORAGE f . BATM 1 r■o oaa \ ao STORAGE 6n° f v STORAGE MECHANICAL/FURNACE �• 1 STORAGE L O f STORAGE I A I �F01 I BASEMENT LEVEL PLAN SQUARE FEET = 1870 j Scale: 1 10 ' Proposed Cook Residence / 209 Baxter 's fleck Road i � 4, �72lf-0' RELD LOCATED PER SITE CONDITIONS DECK RETAINING WALL / i• 1380 DINING AREA / AREA 1 i RAISED MASTER BEDROOM I �Fy PATIO LIVING AREA I q \y A , 'yr / DEN PWDR _% MASTER FOYER BATH F 'oc / PORCH \ f P 9p (all I � FIRST FLOOR PLAN SQUARE FEET = 2254 Scale: 1 " = 10 ' Proposed Coop Residence 209 Baxter 's Neck Road BEDROOM BEDROOM D BATH CLO OPEN SITTING LIN �G s� OiQ SECOND FLOOR PLAN SQUARE FEET= 856 r SQUARE FEET STUDIO = 576 scale: 1 = 10 Proposed Cook Residence 209 Baxter s Neck Road Al 7525'21 89.00, \\ w ad a \\ ,` I f \ P - \ \ \ \ Rates `� °,� / \ - y �,j �\ ' rd4 \ \ 1 X -24� N7775 38" \ o+ o ' � I��. •> � '� ,��- r 64 / 88 • f! \ Q� r ,t arw � �w ..:...`.......�....... �p�•� / _ - -�- \�\ \ \ :' gyp$_/• � � � )`:� ��� r F \ C # °`�' \ / a5. ! I / J 'i_-'• \ � -• \-•�-•�\ �1�.iu / �� 6 �.f._ •< M t ���j \ 1 S• .y ° l l'''r I ,rB/by '1 1 ` 9 iG+a,,, a. c , _• _ - \ 3O \!\ � \ ��\ \ \ l � BB/1• . \ '�''2 • \ � ' y I I i•-f - / \ \ 1 1,. I �I ` 'd _..��,. • 2! '�"'. " '�:1�.� cf 1 p O\ \ 1 I J, / / \ 1 1 , \ Fdx.ae.n carol o:vx arnow,rrAmr v.r. \ ` \ \ \ ,.� 4 2,Ly e� � •\ \ \ \ is ,, / 1 1 !I _ LOCATION MAP. Scale: 1 = 2000 f 74 W �� / / // r V \ v \ �� ,/ , \ \ \� \�\ \ \� \�\\\! \ \ 1\ \I \ 1 \ \ - ' / / / /'// j / ASSESSORS REF. I \ \ \ \ \ \ \ \ \ i \ \ \ \ 1 �/ / /` / Ma 75 Parcels 1x9 1x10 1-11 &1-12 4 Lot 15 \ \ !\ � � � / � ! p 93,313±SF 2.14±Acres A ISTRICT: / OVERLAY D AP - Aquifer Protection Vis rict i 30 \ As Shown on Plan Entitled ! / / \ / Revised Groundwater Protection `39� / i I i I I \ / 'r! Overlay Districts„ - April, 1993 ZONE- 1 Lot 14 , 4 \ \ ZtJ �C �. 1 \ I \ � � i� ' i / 26x6 / .. 1 5,3 51 F\ <\, ,� , .�s _ / - / // I f / /�/ // \ \ �/ / RF 1 i \ 2.19� cr s \ \ i\ � � � - - - � � i� � I 1 / � - -I� \ \ \ , \ , _ , / ! / \ \ / / / ! Area (min.) 87,120 SF (RPOD) f! _ J \ \ \ ` i / \ \ \ I I I I 1 / ; p a Frontage (min) 150' - `D Width (min) no Setbacks: rn I \ \ \ ! \ .� i / / � � \ I \ \ -+ - Front 30 !- - \ \ \ \ i\ , / - - ►/ ti� !_ I \ \ \ \ I ! Side 15' y Ream 15' 7\7'`}1 Sty i 8`f t c e� I I FLOOD ZONE: Zone B C A11 e1-11 & V11(e1=17) 10.4� _ � Zp� i\ \ \\ \ \ � \ \ \ \ ' 11 I I I I I; I � /I � Community Panel No. #250001 0018 D July 2 1992 #175 �a �� ` ,\ / ^ � 1 2 9x7 � 2StyW/F a o �I� 11 J J \\ - � \ \ 1 � . // \ \�\ \ \ \ \ I I 1 I I 1 I I I I V 1 3 Dwelling < T- 01 i7o I 1 00 \ \ i1 1 � I ! I I ) IIIII I I I I I I I C I / � - r 1 I Can / �. iceWF / I Shed 1i � i' - / '00, �o ;/ , �/ - - - -1 I I I I ► I I I Iil I I I I � ' ' l ' ll ! l ( �/ / / / I I I II I _ 5-T / A I ' I I I ! 42 7 o� r t ax5-/ EF �A/4nlelc�v -)- / 20 I \I1 (J - �- \\ \ \ J 1 1 \ i I 1 I � I I i•!� � \ I I I I � I I \ �•�-�\�,L\ \ \ \ \ \ \ to I ' 17x6 1 \1 \ I I - - - - O .. '\• + 1�r / / \ 1 1 \ \ \ \ j / j \� oT`� \ \�\ , a \ \ 131'` co = - - - � / / � \ 1 L 1 I I I I I I \ i /:11>/ l I \`•l�oy \\ \ \\ \ \ � \ \ \ \ \ \ \ \ \ 1 \ \\\\ \ \\\ 11 I I :I na � - - '_?p; I ! � 15 / I I I `� - \ \ \ \; \ er �� ` \\ I I I I I I I f I I I i �� / I I I \\; \\ \\ �\ \ \ \\ \ \ \ \ \ \ \ I I I I1\ 35 i 16 \ \ \ \�A� - ath.•-^•..- .) I f I I i 7x , y ! � ( � \ \ \ \ II 1 !..Foot,�.... ..•• 1 1 1 I I I III / ! a \ 26x7.........- ,i J I I I l l ! ( � / ! / / �•Xl I I I i 1 11 I I 1 1 1 I , \ \ 11 1 1 � \ \ \ \ \ I ___.____•_•-_•=•-_•-"- -• --� � I;� _ .bo' I l I � 1/ 1 I � 11\�\ \\ \\\\�\ \I I I I \ \���� __.� 1 \ \ \ \ \ \ - \�_,�..�•o\ c \ I I l ,s,.s "E 200. s' �N63'501 \\ I ) I I I I I I I I 4x3 \1S I I I I I I ' \Sj�/ / I I N 11I I 1 I I I I I \ 00 !. 58.71 - \ �� \ \ s \ \ \ 1 1 �*\ \ 1 I \► I \ \ /// // o \\ I ( ( I \ o>� z S 63'S011 W I' \ V ° v �.\ \ \=' ,,•�\ \ \ `�` III I I I I I II�II I / \\\\(t I I I I I \ L0 -0 N F I( I I III �I III c � v Q L� o Dowd A mmen Lawn o ctf 141562 0 1 sty w/F ,� \ 1 I ! l ! f I l \ #231 \\ Garage F Wetland Resource Line I I f J / ( \ \ _ g �.y as Flagged by ENSR / / ! I I I \\a \Lawry \ i 1 Sty W/F 1 \ I Dwelling 1 Sty W/F �'y� ;" / / / , / / / / / I 1 I\\\ \ \ FF=30.3'NGVD ` I Garage c\ / Desk • I i PERC TEST: 11,022 1 PERFORMED BY SULLIVAN ENG. G F.G. EL. 25.0' see Note 4 (typ.) vent WITNESSED BY: DON DESMARAIS See Note 4 (typ-) F.G. EL, 25.0' JUN 30, 2005 D-Box - I « :,;+:7,;.6• •. :.c:j, _ (H-20) Filter Fabric 1 . . . . . . . . . . . TEST HOLE PERFORMED BY SULLIVAN ENG. - a ---------------- o Top El. 22.7' Min. JUN 30, 2005 a EL. 22.2' c E3 o C3 o F.G. ELEVATION ' k" Gas ; EL. 21.7' O® ® � O 1,500 Gal Baffle Flow Equilizers ®G O O 0 LAYER 10YR2 R: Septic Tank As Required Bot. El. 19.7' /2 " (H-20) ; 0"-2' ORGANICS Leach Chambers Bedding, "Ts, "U"s (H-20) „. FOUNDATION •• • ' r (6),500 gallon �'- E LAYER 10YR 5/2 as Per Title 5 � 2"-4' LOAMY SAND BY !f Encountered Remove & Replace v.,. OTHERS All Unsuitable Soils Within 5' of The Outer Perimeter of The System B-1 LAYER 10YR 4/4 10' Adjusted Groundwater at El. 4.6' 4"-g" LOAMY SAND l Min. Groundwater ® El. 3.4' ` 20' B-2 LAYER 10YR 5/8 Min. 9"-27" LOAMY SAND 35" PERC TEST PROPOSED S EPTIC ►Y r IN < 15 MIN. RESULT < 2MIN/INCH NOT TO SCALE C LAYER 2.5Y6/4 27"-79' MEDIUM SAND I 79'GROUNDWATER ENCOUNTERE 3.4' Legend. NOTES Design Data 1. Water Supply For This Lot is Municipal Water. Single Family - 6 Bedroom i,`' Grade ® water Manhole 2. Location of Utilities Shown on This Plan Are Approx. Daily Flow = 110 x 6 = 660 GPD 9•Min TEST HOLE - 2 Q Misc Manhole At Least 72 Hours Prior to Any Excavation For This 3'MAX II I I I I.., F;,ter Project the Contractor Shall Make the Required compacted Fill Fabric PERFORMED BY SULLIVAN ENG. ® Catch Basin (round) Septic Tank: Notification to Dig .Safe (1-888-344-7233) JUN 30 2005 ® Drain - 3. The Contractor is Required to Secure Appropriate 660 GPD x 200� = 1,320 GPD, 2 M^ 1/8• - 1/2• F.G. ' Permits From Town Agencies For Construction Use 1,500 Gallon H-20 Septic -Tank Pea stone ELEVATION b Hydrant Defined by This Plan. F� 0` ® 0 0 LAYER 10YR2/2 0 CB/DH Concrete Bound 4. Install Risers to Within 6" of Finished Grade. LeaCi]Ing Area: [� a 0 M 0 O"-2' ORGANICS ■ LCB - Land Court Bound -- 5. All. Structures Buried > (3) Feet or Subject ' a M 0 0 -v Guy to Vehicular Traffic to be H-20 Loading. 660 GPD / 0. 74 = 892 SF Required E'LAYER _10YR 512 6. Septic S stem to be Installed in Accordance With M � � 0 O 3/4" - 1 112^ / utility Pole y Sidewall = 284 SF Double Washed 2 -4, LOAMY SAND D Wetland Flag 310 CMR 15.00 Latest Revision and the Town of Bottom Area = 708 SF stone Barnstable Board of Health Regulations. © Water Gate (round) 8-1 LAYER 10YR 4/4 7. All Piping to be Sch. 40 PVC. 992 SF Total Provided 4 LOAMY SAND O Gas Gate (round) 8. Wherever Sewer Lines Must Cross Water Su I _ y 120. Lines, Both Pipes Shall Be Constructed of Class 150 Leaching Chamber Design' B-2 LAYER 10YR 5/8 d Deciduous Tree Pressure Pipe And Shall Be Pressure Tested To CROSS SECTION OF CHAMBER "-33' LOAMY SAND • Assure Watertightness. All Pi es to be Schedule 40. C LAYER 2.5Y6/4 Ivor, - Use 6)-500 Gal. LeachingChambers NOT TO 27"-79' MEDIUM SAND - h F In a Washed Stone Field as Shown. 79 GROUNDWATER ENCOUNTERE 3.4' Coniferous Tree �JLUVA - Check: (992 x 0. 74 734 aal - (OK) _ _ O.297 ` ) 1 l/OK) 32 1 Contour Interval ottw- overhead Utility Wires Title: PREPARED BY. PREPARED FOR: Notes/Revision: Site Plan of Proposed Improvements Sullivan Engineering, Inc.p tS At 209Amy and James Cook 1.) .The property line Information shown was o- compiled from available record information. Baxter's Neck Road 7 Parker Road P. D. Box 659 27 Wellington Drive �+ {� Ostervllle, MA 02655 y 2.) The topographic information was obtained from Barnstable (Marstons Mills) (cotult) Mass. (508) 428-334.4 / 428-3115 fax W W y p y p /� an on-the-ground surve performed b Ca eSury east Westwood MA 02090 on or between 16/DEC/04 and 12/JAN/05. o j Field: DwB/JoD Review: Ps 4o p 20 40 80 ,sp 3.) The datum used is NGVD '29, a fixed mean Date: Scale: Comp.:DwB/JOD Proj. # 25018 sea level datum. . Jul 29, 2005 rr=40 i Draft: Drawing # 7771 I I 3 a ; _25*21* 89-00, adu �■YF• \ lZ, ! 7 ►. \ _}ter RO�s 24, N777538" 8 11701 nd o-`12 ✓� y f': d lvlw �. — O k \ \ \ \ \ \\\\ \ ` — QNW \ / BFj. 1 I / J .I— \ \ '� \ �SR(8 •�'06 I• .. �, ' 'I. • =i ` =i r I \ \ l \\ \ \ \\�\== ` \ �` O. I l ` I\ — CB H I I J //''' {/ \ 1 1 \ \ \ F��H , � � ` a.. j • 91, sC _;i t{ l \ 7 -`"d 1 t� SB8 \ '2 "d I I \ 1 1 I I ii 30 '� \ _ _ ��¢>• '� \ \ \ 1 I �� r III I I \ Filindhon7°R119:4?t7F1#IosrPmAuena,vss. a , \ \ \,� — , 23F �\ �e� \ \ \ \as , -, / /� \ I I LOCATION MAP: Scale: 1 = 2000 f \ ' \ \ I ASSESSORS REF.. Ma 75 Parcels 1x9 1x10 1-11 &1-12 I /, / p , , Lot 15 93 313f SF \ I I I ' OVERLAY DISTRICT 2.14fAcres A-- i . ct As Shown on Plan Entitled �30 "Revised Groundwater Protection ) \ `39' / I I I I ! 1 \ \\� i ��� ' / �� Overlay Districts" - April, 1993 ZONE 1 \ - l\ RF \I ntd rI ' ✓ 9S -2 Area (min.) 87 120 SF (RPOD)- - - \ 2.19± cr s \ 1 A I 1 Fronto e (min) 150' `O Width (min) na "n Setbacks: Front 30' / \ \ \ I \ \ \ 1 \ \ Side 15' Rear 15' \V Wail I 17xin y {'\ 25+ \ — -/ x�5 - — o ;_, _\`\ \ \ \ \ \ \ , , ( ( , /� ;� o / I FLOOD ZONE. Zone B, C, A1i(el=11), & V11(e1=17) Ste\ \ \ � ' i ` ' i ' '' Community Pone) No. 1 1 1 I I / #250001- 0018 D July 2, 1992 ` I i10:b`min b ., se ec r— "\ \\ \ \ 390 I F 2 Sty W/F n •• I / \ J i \ — , e ,\ \ \ \ \ 1 1 1 1 1 � I( Dwelling pro all // / P 1 1 I I I I I I I \ \ \ 1 ( q[ a allnlnG � / �y,°ryI✓Adwel6np 1! 1 \ \ 1 i. ■i..zz.� — ProPo"dO 01 I 1 it t I I III I I I I 1 I I I II I I Runoff �. i1 \ � I I I IIII I 1 ' I 1 1 / Q' cn J / i / / /l ' 1 1 I 1 I ! 1 _ �i //�'i� / ' - - ' � \ \ `� 1 ► I � I � I I IIII l l / l l/ / ��/ /i/ � l � ' WF / / / / / / / (/ Shed / i/ / / / / / I / �0 ;� i !� /i % 1 I I I � I I II,I Ill / IIII II I ( ( II © / �!/ / If /, I I III 1 42 7 % —5-t 7 �4z5 /Al/ / /�G �� �/ �-�FEwI Z/on�e l / l / / 1 i IIII I I \ \ \ \ \ \\\ \ \t \ \ 20 1 I I r ^=y_ ;: -_` \ \ \ l \ 1 \ I I I ! \ \ � \ � \ \\ i \ \\ � I � 1 rI I — _�_ _ \ \ \ \ \ �T I I I \ \ \ \ \ \ \ \ \\ \ \ \\ 58 ti Q i ' I 17z6 V \ ;\ 1 III - - — f � \ 1, I IIII I + � — — 12D — - - _ -+ - - -- \ \ I 1 , !' 1 i\ \ ► � / , � > �, \ !� \ \ � \ \ \ \ III I � , .; , 1 I I I 5 \� x6 1 ` �7z3 � I ► I 1 � � , I1 , 1 � \ I � \ \ \ 1 \::.�A=a.�",...•- �. ) 1 I I IIII ( I ( $� / / �1 \ 26X7 --- - -- --�-'- .bo I I I I I \ I I I .�._ l -•- - � \ \ 1 _ I I ' yl I I /// I � \ IIII \ \ \ \ III � off, I I / 181.99 .E 200. 9' G 1 F� T( I I // a J I I I I 'w \\ I IIII o I �-\_ \ ,���•C�'- - �-\ \ 1 1, �N635011 \\ I I I I I I I . 1//� I I I I I I I I I 1 L_- \z>` / 1 I N IIII I I I I \ 4z3 o ',E f F �H I 1 3• 1 \ s \ \ \ 1 �\ \ I \► r \ \ 1 / ll �- 5F \ \ I I 58.71' nd \\ S 63 W 7��'50'11" \ � \ \� ?O \\ \ \\\\ \ � \� , \\ N F \ \\ I I 1 ` I 1 11 II I�I I II I ° \\\\\\1\I 1l I \ I I I 4 Lawn \\ I David L. Ammen l' y \ 11 \ \ v I,I Ctf 141562 0-:5 1 Sty W/FWetland Resource Line ; I 1 / / \ 8wr� I 1 Sty W/F Garage �.y as Flogged by ENSR / I / / ) I I I ��\ \ \\ i Dwelling I l \ \ I �000.3'NGVD L \ 1 1 Sty W/F / / ° 1 I \ \ \ Garage Deo C, - i { PERC TEST: 11,022 PERFORMED BY SULLIVAN ENG. i vent WITNESSED BY: DON DESMARAIS See Note 4 (typ.) F.G. EL. 20.5' See Note 4 (typ.) F.G. EL. 20.0' JUN 30, 2005 ?` D-Box TEST HOLE — 1 �: ......,,.I..a••.•:..,.•.,:,:;:.: -.' }'.: .. .....• : .._;_ (H 20) s S Filter Fabric . _ - ti _ PERFORMED BY SULLIVAN ENG. , --_Top E►. 17.1' Min.- JUN 30, 2005 0 0 ® O o o F.G. ELEVATION 1:. EL. 17.7' EL. 16.1' G®O G O GG0GO ' 1,500 Gal Gas ' Flow Equilizers -0 LAYER 10YR2/2 j i s Baffle »: As Required Bat. El. 14.1' Septic lank q 0"-2' ORGANICS ' r (H-20) ;a _ Leach .Chambers Bedding, T s, Ll s, (H-20) m 3. .. ^ E LAYER l OYR 5/2 �, ,F. a..... :. , & Baffels (6) 500 gallon CS FOUNDATION as Per Title 5 If Encountered Remove & Replace 2"-4' LOAMY SAND PAR vF BY All Unsuitoble Soils Within 5' of i A OTHERS The Outer Perimeter of The S tem B-1 LAYER 10YR 4/4 Adjusted Groundwater at El. 3.4' 4"-9" LOAMY SAND F410.CIVIL 10� _ 1�1��., s Groundwater ® El. 3.4 � Min. - B-2 LAYER 10YR 518 � �al�.;c '�° 20' 9"-27" LOAMY SAND / �, ,A! ' " Min. ` - 35" PERC TEST ►• PROPOSED SEPTIC SYSTEM PROFILE 25 GALLONS 7N < 15 MIN. I RESULT < 2MIN/INCH I : NOT TO SCALE C LAYER 2.5Y6/4 27"-79' MEDIUM SAND NOTES 79"GROUNDWATER ENCOUNTERE 3.4' Legend: Design Data 1. Water Supply For This Lot is Municipal Water. Single Family - 6 Bedroom -Finish Grade ® water Manhole 2. Location of Utilities Shown on This Plan Are Approx. ` At Least 72 Hours Prior to An Excavation For This Daily Flow = 110 x 6 = 660 GPD 9 Min = TEST HOLE - 2 Q Misc Manhole Y 3'MAx i ... ICI I I Filter Project the Contractor Shall Make the Required compacted Fill Fabric PERFORMED BY SULLIVAN ENG. ® catch Basin (round) Notification to Dig Safe (1-888-344-7233) Septic Tank: JUN 30, 2005 ® Drain 3. The Contractor is Required to Secure Appropriate 660 GPD x 2007. = 1,320 GPD 2'M�` ,18. - 112" Permits From Town Agencies For Construction Use 1,500 Gallon H-20 Septic Tank F.G. ELEVATION ' o Defined b .This Plan. • - Pea stone -� Hydrant y 0 LAYER 10YR2/2 a CB/DH - Concrete Bj*: 4. Install Risers to Within 6" of Finished Grade. M I= 0 � -0 ■ LCe Land Court Ba* 5. All Structures Buried > (3) Feet or Subject Leaching Area: a O 0 0"-2' ORGANICS - to Vehicular Traffic to be H-20 Loading. O Guy 6. Sepptic System to be Installed in Accordance With 660 GPD / 0. 74 892 SF Required <. 0 � a O 0 3 4- - r 1 r .. E LAYER 10YR 5/2 0 utility Pole 310 CMR 15.00 Latest Revision and the Town of Sidewall = 284 SF ED M 0 0 0 y / 2 -4' LOAMY SAND.. double washed ' d> Wetland Flag Barnstable Board of Health Regulations. Bottom Area _ 708 SF stone B-1 LAYER 10YR 4/4 © Water Gate (round). 7. All Piping to be SCh. 40 PVC. 992 SF Total Provided © Gas Gate I LOAMY SAND (round) 8. Wherever Sewer Lines Must Cross Water Supply 4" Lines, Both Pipes Shall Be Constructed of Class 150 Leochin_g Chamber Design: I 12'0" B-2 LAYER 10YR 5/8 �{ Deciduous Tree Pressure Pipe And Shall Be Pressure Tested To s"-33' LOAMY SAND ' g )SS SECTION OF CHAMBER C LAYER 2.5Ys/4 Assure Watertightness. All Pi es to be Schedule 40. CROSS 9. Grading & Drainage conceptual. All changes to grade Use �6)-500 Gal. Leaching Chambers NOT TO SCALE 27 -79' MEDIUM SAND Coniferous Tree should be reviewed by design engineer. In a Washed Stone Field as Shown. 79 GROUNDWATER ENCOUNTERS 3.4' 10. Soil to be confirmed by design engineer at the Check: (992 x 0. 74) = 734 gal - (OK) 32— - 1' Contour,Interval time of installation of the septic system. oww— overhead Utility Wires PREPARED BY. PREPARED FOR: Notes/Revision: TITLE: Pl Site a Proposed of Pro p - 1.) The property line information shown was _ 2 Inil.".%.. Ln Im rovements At 09 Illvan En �neermm Cook p Su g g, Amy and James J compiled from available .record information. � Baxter's Neck Road 7 Parker Road P. o. Box 659 Wellington Drive obtained from Mar ns ills OStervlll e MA 02655 �" Y Y e �t 2.) The topographic information was Barnstable (Gotult Mass. - on-the-ground survey performed by CapeSury (508) 428-3344 / 428-3115 fa;: Westwood, -MA -02090 on or between 16/DEC104 and 12/JAN/05. REVISION DATE: OCT 12, 2005 - Change Driveway Configuration -- REVISION DATE: SEP 7, 2005 - Move footprint/grading Field: DWB/doD Review: Ps 40 0 20 40 80 160 3.) The datum used is NGVD '29, a fixed mean { sea level datum. DA TE: SCALE: Comp.:JOD/Ps Pro j. # 25018 July 29, 2005 1 "=40'