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HomeMy WebLinkAbout0125 CALVES PASTURE LANE - Health 125 Calves-Pasture Lane Barnstable A= 259—*002 — 001 QARIJSTABLE PRIME ENGINEERING INC PMr�S: 52 v July 30, 2008 -- - GI`�'i5it�� - Barnstable Health Department 200 Main Street Hyannis, Massachusetts 02601 Att: Thomas McKean RE: Public Notice Requirement Response Action Outcome (RAO) Calves Pasture Road/Scudder Lane, Barnstable(RTN 4-21167) Dear Mr. McKean: In accordance with the requirements of the Massachusetts Contingency Plan(MCP)regulations 310 CMR 40.1400, this letter serves to notify you of the availability of a Response Action Outcome (RAO).Report that has been completed for the release of hydraulic oil which occurred Calves Pasture Road/Scudder Lane, Barnstable, Massachusetts (the Site). The Response Action Outcome Report was submitted to the Massachusetts Department of Environmental Protection (MADEP) Southeast Regional Office (SERO) located at 20 Riverside Drive, Lakeville, Massachusetts. The purpose of the RAO was to document the results of the completed remedial actions that have occurred at the Site related to a release og hydraulic fluid from a D.P.Fuccillo,Inc.concrete truck. Please find attached for your reference,a disposal Site map and the findings and.conclusions from the report. Please contact MADEP at(508)946-2700 if you wish to review a full copy of this document. If you have any questions regarding correspondence,please contact the undersigned at (508) 947-0050. Sincerely, PRIME ENGINEERING, INC. Robert S. Rego, P.E. Project Engineer cc: MADEP,Southeast Region attachment Disposal Map, RAO Findings and Conclusions. CIVIL ENGINEERING ENVIRONMENTAL ASSESSMENT LAND SURVEYING P.O. BOX 1088, 350 BEDFORD STREET, LAKEVILLE, MA 02347 • 508-947-0050 • FAX 508-947-2004 w SUMMARY OF FINDINGS AND CONCLUSION The assessment activities were completed in accordance with verbal IRA approval and the requirements of 310 CMR 40.0000: The results of the remedial action and assessment activities qualify as a Class A-2 Response Action Outcome (RAO) as defined in 310 CMR 40.1036(1). The following conclusions were developed based upon the Method 1 Risk Characterization of conditions at the Site. 1. Current exposure point concentrations in the soil and groundwater meet the applicable Method 1 standards; 2. The Site does not pose a risk of harm to health, public welfare, or the environment. 3. No activity and use limitations are necessary for the Site. hr•/a s TOWN OF BARNSTABLE LOCATION '15 e4/VPS jJ4 s7��r-� Li-% SEWAGE# 2oo l— 3 0 1' VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) A? X NO.OF BEDROOMS OWNER PERMIT DATE: '7— 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 A.GQ ! a 3 IL/ 57 - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS R.ppltLatton for 13t9;po l i§pgtemc Cow5tructton Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon (:omplete System ❑Individual Components Location Address or Lot No. t4 qp- Wok-S WAVC It—L- Owner's Name,Address,and Tel.No. t., Lorrc,,% 4L 12etir5ar 061 Assessor's Map/Parcel ��Z— ✓ q h` 0 O ► Ct �.S a.ct Installer's Name,Address,and Tel.No. Desi ner's Name:Address and Tel.No. e,�.5 7`r�.cf'o" SO .erav% t; 9.for ` o�S /ll�I/I® '� 7 �� er o4J� 02-`iZ8-1-SY Type of Building: f Dwelling No.of Bedrooms s Lot Size 10.00() sq. ft. Garbage Grinder (1VV Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 55o gpd Design flow provided 580 gpd Plan Date V vocz Number of sheets Z Revision Date Title Si Plq r\ Praea5cek a ayetvr nE Size of Septic Tank �Sb() foy�L� Type of S.A.S. 5-50� �c•\ (6wt6y_i ,)�% 12 xLl(a Fte�r� Description of Soil 'P 11,2Z\ I�s�-�1�! (a 0-(a O Lam"*_- Cc-ta��1 C, Luy-V CA" (O k S1 Z W-9 t>" LoM�N SA -3> 1011& 7/t, °IQ-IZ°a" C.3 MED 51j,,c� 10\1& S/G 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 Certificate of Compliance has been issued by this ar of ealth. Sig n Date �� y Application Approved by Q�,/P IjDate •Application.Disapproved by.: Date forithe following-reasons Permit No. / Date Issued /;'W ,.t Fee THE COMMONWEALTH OF MASSACHf USETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS • ZIpplicatioH-for �Digozat fpp.5tem Cow5tructiou Perron Application for a Permit to Construct( )_ Repair O Upgrade O Abandon( )f Complete System El Individual Components 44— 1' )C I✓'" Location Address or Lot No. t 4 y ��i1VC� Vn •\4 t L l_r�nA Owner's Name;Address, d Tel.No. Z Assessor'sMap/Parcel .})" ' Zc)c\ 7�"ie\ ppZ_ 1���k, \ An n r2U Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ��c?% ✓'� 'v1\,fi r„ C rvn� l R Z'(I./ToX 33 /�Io. >ra�3 /lf 11 it floi— ,Type of Building: Dwelling No.of Bedrooms 'S Lot Size j o.ooa sq.ft.. Garbage Grinder (1/0 Other Type of Building No.of Persons Showers{ ) Cafeteria( ) Other,Fixtures Design Flow(min.required) gpd Design flow provided 58U gpd Plan Date—_jJW 11,100'7 Number of sheetss, Z Revision Date Title s irin t�r�>PvSf� �prayew(1�'+, Size of Septic Tank I S00 Type of S.A.S. Description of Soil T>#�_ 1\;ZZ\ `' - �I ell (0 0'Co O L,. j-Pr II VI LoRMY SANS 101I(Z 7/66, P)F_D 4,4 Ck lb\ik S/(n Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: w 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 Certificate of " Compliance has been issued by this /Board�of Health. /,/� r. Sig 'd`t t..i'a'lr!!�n : _ a-� Date !�~j Iv/�) Application Approved by. ! U � � z °5? Date fJ Application Disapproved by: Date l t for the following reasons A lf—Y .%"a .P'1� 1' - ..� /mil r—) Permit No. /" Date Issued J y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance * THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (_---r Repaired ( ) Upgraded ( ) Abandoned( )by at (,,,� d�_ C,+`v e S <<S �� L `'^ has bb�jjen constructed cted in/a)cdordance with the provisions of Title 5 and the for Disposal System Construction Permit No. r t -�'T� dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be co-strued as a guarantee that the system w l�fu,cfodesigned. I'p Date Inspector,--_-_ --------------------- `fdl�-- -- Fee — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i5po5at dip.5tem QCon5truction Permit Permission is hereby granted to Construct (,-I' Repair ( ) Upgrade ( ) Abandon ( ) System located at La- t-1 aI id as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Prov;ded: Cons ,*tion must be completed within three years,of the date of thi rm . Date ! / _ Approved by r 1 12/09/2008 10:17 .5084283115 SULLIVAN ENG INC PAGE 01 Town of Barnstable. . I. Regulatory Services . _ + } Thom"F.Geiler,DireetQc public Health Division Thomas McKeaa,Director 200 Math Street,$yaaa+9s,IMA 02601 • FIX $08-790-6304 OMra: 508-8624644 iener Certinca—gon Form Date: 1?Ec- 06l ZOO& Designer: �J u�.�.% q, )T=—vG tw Feevi19F WtaDer• Address• Address: 0 o © M h o2r. .7-Az-0 7 t to install a on was issued a permit . (daft) (mstaller) septic system at �S Cu:�l��t 7v P H- based on a design drawn b C address Jc��4�vaN ►G�+u��,�n�G �iuc. dated �u�`� certify that-the septic system referenced above was installed substantiallY acc(rding to the dcsi�n,which away include minor approved changes such as lata.r rclocati n of the distn'btnion box and/or septic tank. sys�w. w s 'e,�tx��u�� Coo�� e.►o; v ca.. ( �� Q�sts wa<t-c t�i.�D o►���- F%6 b �D 6[AC• I testify that the septic(tcm referenced above was installed with Mai Or c ( t wester than 10' lateral relocation of the SAS or`any vortical.relocation of any c of the septic system)but is accordance with State&Local Regulations. Plan re vision or certified as-built by designer to follow. SULOWAR PEifR _. (Znstalier's S,xgaature) 40.29733 gner's ignat=e ( glees tamp ere PLEASE 1T LE UB C AL b 'ION- ' OF- � CE. E � D � BO O S , CARD AM RECCE B ? Mac 61, q Ha1tW5eOdDesipa Catificadw Facet Town of l arnstabl i P r Regulatory Services Thomas F.Geiter,,Director RAM • .�.utysr�szs. • •, Public'Health Division,' P 'Thomas McKean,Director, i 200 Main Street,Hyannis;MA 02601 ' Office: 508-862-4644 ` , " Fax:.508-790-6304•`. ' Installer & Designer CertiScation.Form . Date: ��- 08, Design er: S u .v r�,y�ry G i vy�G¢�cl�� 'Installer: b C. �� ��� Cflv�S�i�v Address: 59,` ti Address: On ,�, C, lq4 l��a was issued a permit to install a' f a (date) (installer) ; r septic system at /a �k_ CG`/yP t> / S�vYP °=Lt�: based on a design drawn by (address) S uLL vg N k,c dated �u u-( �1n,� ZOO? (designer) , certify'that-the septic•system reference&above-was installed substantially according to •`' ' the design, which may include minor,approved changes such as lateral relocatign�of.the distribution box and/or septic tank: ` •. c�LSj+H�.10� V (L�F�( \f R�SGRS 4u EF :22 iSkZL6D 0��SYST�w� tiu4$ bL -IIE � CC All FlEL-9&-D—F7oK 'I certify that,the septic &em,referenced above was installedwith major changesy ` greater than 10' lateral relocation of the SAS or any vertical�relocation of an co anent `= of the septic system)but in accordance with State& Local ReulatiOns. Platt revZsion or;, f certified as-built by designer to folio, PETE E SULLIVAN (Installer's,Signature) No. 29783 w s` $SAL ' i St Her (Designer's Si�ature) �.', � -,(Affix Designer's ?�P -- e .-, PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION CERTLFICA'IE OF COMPLLANCE WILL NOT BE :ISSUED UNTIL BOTH THIS FORtif A1`FD AS- y. BUILT CARD ARE RECEIVED BY THE B_ RNSTABLE PUBLIC HEALTH DIVISIOi�. " TELANK YOU. Q;He'althlSeptic/Desigaer Car cation Form �Z©� �� �� :�� !' �. , , ,, .. - ( ' �* > r \ PROVIDE f0'DIA�MO.pTSONO- • ` - . CTUBE OLLUMN SUPPORT ABJVe(TF•I•�.) 9 36'DIAM CORRUGATED 2z10 DEC JOISTS 16'O.0 �C� ` S 12 P.T. FLUSH \ A BED PiCAL. • - / - \ \\\ - 4xb Dec JOISTS 16 O.C. I I _ �. < ujMR . KOHL.WALL-ON \-\ \�. --•1- JJI — -------- LLL — CON'T 2o'xlo• coNc. \ _ _= _-J r, ----- a i. -i ----- ---- ' FOOTING ■ ■ :STEEL�UP TUBE 'F DM ■ I _ - '; /•.// / V Imo---- ---=— J. o MCT. L III -- ------- -av /// /. •0 I. L_ 2T7 BM. II fi•r4•TJI IZ'O_C. :16 - 1 .. /// / )V I■I - - '.PKT .•III / '-S' I '-10, o I - F -- ______— __ CON10 C. WAALL- fg� = - I I I CON'T 20'z10' CONC. 1 S)l},"x11�.�',LVL r .-F.P.:FOUNDATION., -,I I „FOOTING' FLusH ..0 J I 8'zli'CMU,BLOCK : ,.. •- \\.\\ \ '.DROPPED ^Q IIII, II"TJI 16'O.C. c - 14� DROP WALL 270• I I .. 8'-5.. ` - . STEEL BEAM WI6X50: I I- �rll,'- I-_ I. FROM MAIN POUND.WALL I I _p C- . 8 1/2'CONC,FILLED '� x _ — >!r'iV T ' /s•\ \, III I III 1 DN= ec — \\ STL. LALLY COLUMN, ' I I- 'o \\\\ \\ BASEMENT r—ilf ON S6'x96'xl2' DP. I- III I I Y D011�LG JOISTS UNDER CONC::►oariw,,TYP•. ti ALL'PARALLEL PARTITIONS I __ ______ ______ ___ 1 _ I L. g= �p.R0 I S)t%-XII 1.0 LVL k v L�.4-J j FLUSH - : EXTEND FOOTING 12• 'DROPPED II l i STEEL BEAM w1aX"s6 I 4T4'xk' Tv9e BEYOND F.P.DIME. y „• / / NNE I'"I I.:I: ;eW I 4 l4u DN nT I I: xn S I n'a'TJI fi oc I■I d LI I _ (^ � � • > /// 17 L _J LI I III o � ff�a - 'TJ112'OC - I `¢�s DIAM CORRUGATCD - ' I:I ^ III f '• AREAWAY h1AYZMl/4RAVEL / / h�• I�. t2-0• S�_�� .. 4,-4. � i� 24'-10'I I fr�y;I : BED,.TYPICAL. /f• I I E. - v - _I I I I Y _ U zii:Uz� d"d' I4'z4'x}I•.TUBE' I I , _ - .. I■I: 11"TJI 16�..O.C. I I 4.4 L UP r-- r I III =o • -11� J. DROPPED I l I I 1 I3.r W :. "STEEL BEAM WI2K9 10' TNK Oi// V.O / I.I 8 V'2'coNc.PILLED,-_: .. —1 J... L - J,p • I I CONC, WALL ON / 8TL LOLLY COLUM <.. _ 0ONT-20'xlo' CONC.. �, �\ / I I oN ai'xn6'xl2•Dr—, J Ilf = I I FOOTINGIII x O p cow.FOOTING TYP.. ..p. .. .��j/ \\4j / / r=1 1 s)l$'•xIIV LVL'. I■I IIi..TJI-.16'O.C. II ax12 D I ,; �, - �-�- -------J j l:� I _ �T%2� / \ I -1-- _ FLUSH ..I — =1E ____ __ Dn. I —— -� zQ� , / ' . \ `///^\ r�ik• L--J ------ III I ■ LI r r ' 56•DIAM.CORRUGATED / -' \ r\ \ ./ —————— I .. I� —————————— � ;. GALVANIZGD.BTEEL 7 _ -----m L---------- -- r -0 --------.- �� AREAWAY W GRAVEL . / b THK x 9'-10' —FROWDC�O•-0MH-BOW— , -BCD, TYPICAL. / // 1 - C - \/'JI ••- CONC,WALL ON '- / n I ■ ■ : .. ■ I r M TUBE W/BIGFoOT ODTING FOR' �I PI _ .. / , e• •:.. \// / +�, :.- COM'T 2o'zl0" / _ __ _ _________ J COLUMN SUPPORT ASOV (T7P.)CpK _ Q^ GARAGE FOUNDATION ' A "// J \ / FOOTING / / L—— ————————————————— r -a WALL DROPPED t2' ✓`// r_ , /. -9° .. L ___——_— — —_———————— J IA.-O. FROM MAIN FOUND.WALL ,// / .`.//> \Q.t - / f•.. / \ \ / Al2 PT. FL / 1 1 2.10 DEC JOISTS Ii'O.C. /' � �/ / _ /ar.oc /^� \� rJ//c• ��\ // //� '--. / /_ � /� /- /-� /� 2y1u12 P.T. FLUSFI � - n o / 1=== 1 1 1=== / B 1/2-CONC-FILLED h+i e �( // / l• t------ �r — %------ - % 5 LALLY COLUMM.. / 7 A\ - :' / / /• a` 2 2x12 P.T PLUSH a• - // C oN 96•x%'x12•DP. ,� / /` // ) I _ / I 2)2x12 P.T. FLUBN< h - .. FOOTING,.TYP. v // \ // .'� a `` I----- --- - / - Lu >// / \ \ BnncT. `' // /M1 g / /// i'-o' i o 7' o• 6'-0• 6-o' 2)2x UBH lu oo 1�2'oc E 05 R IIN�MAIN Y-W (n FOUNDATION WALLS To TIN _ .1 4'z4'xk' TUBE IN TO IwWEREB-POUR ' i /%o%// S 5 �J Q- Z 77� / STEEL UP 18 NOT CONTINUOUS. /O. • t\ 'moo. //�// 0 �<i�4� • ..J..�•^ - .;q'O - li- W Q �i / FRavIIDF 1 uYlRIS/D• \ M1YC TYPICAL NOTES:' a-3p j� TYPE'X FIRECODE GWB \ \ - - F . STRUCTURAL GNGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION •CONNECTIONS W LIVING 8FAC! ,. _\ .. - - WALL FFLAMING STER IBOARD?INI6NANO PRIOR TO ENCLOSURE BY INTERIOR - •O J GARAGE SLAB GARAGE ICUNDATION // PITCH fro•PER FOOT WALL DROPPED 12' / / NOTE: - .. L / TOWARDS ER FRO7 FIAIN FOUND.WALL r BASEMENT NOTES: o / / CONTRACTOR TO PROVIDE •/// // &/ /j M1 FOUNDATION PERIMETER DRAIN - '•MAIN:FOUNDATION WALLS TO BE JO'POURED CONC.W/21x6.BARS TOP GAVE 4 OTHER PILLED FOUNDATIONS,' � d/ // PER SITE CONDITIONS /ZOTTOM REST FOUNDATION ON 10 X20'STRIP FOOTING, 10' WMae TOP 4 BOTTOM BAR. : - / REST FOUNDATION ON 20'X10-STRIP FOOTING. - / /// _ PROVIDE`JI><tl HORIZ.BARB CONTINUOl1S ly'STRIP FOOTING W/ , PROVIDE 2NOS HORIZ.BARB CONT.IN STRIP Y PROVIDE xry VERT. DOWELS•24 O.C.HORNZ. p 12ED ,_6'MIN. E TOP OF FOOTING,PROVIDE 8/8hf12'ANCHOR FOOTING W/KEYWAY.LAP TOP x6 BARB TO R / //. PERIMETER DRAIN _ BOLTS•4�' O.C,MAX.. g�z �iS EIp1 yy��? j / MAIN WALL BARS•PROZ✓DE TRANSITION d / // _ REIN►ORCING W/MS NORIZ.BAjtS SPACED i, // r 2.ALL STRUCTURAL STEEL COLUMNS TO BE S I/'2'CONCRETE FILLED LOLLY f� / VERT.■M'O.C.PROVIDE if/0 X1i'ANCHOR Y/ / . - COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6'xi'xe/6'CAP P'L4TIE g 6 _ / BOLTS•4'-0'O.C.MAX. // d• _ .. 4 7 x12 xS/4 BASE PLATE W/2 SB/4' DIA.DOLTS.WELD ALL CONNECTIONS M1 pp n Y : 8 Y . / // FOOTINGS TO B!Si'x96'zt2'SQUARE CONCRETE W/S W BARB!.•4CN WAY. i g8 b'THK z 4'-8' / /%/ - .. - S. DOUBLE FLOOR J018T8 UNDER ALL PARALLEL PARTITIONS. Ikr� �$� j■■��� \\\\ \\ CONC.WALL ON / 4.CONCRETE BLAB TO BE 4'FC)URED CONC.ON COMPACTED FILL. qq__gg I1 33 CON'T 20'z10' CONC, 4'z4'x'k'TUB - - CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. QS� g \\\ \ FOOTING BTCEL LOP / - VENTILATIONC433 44 .. S.RE CONTRACTOR E PROVIDE OR ME BASEMENT AB CONTRACTOR SHALL / Y e a � REWIRED BY COD!(WINDOWS OR MECHANICAL k E e \ \ ///----MAINTAIN 46 MINIMUM .Y / M1 - 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN \\\\ \\�fOOTING COVERAGE �tPa/ /// m 4'-0'MINIMUM COVER. to \\\\\\ \\\ t�&•aPROVIDE WCB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TIT.. - \ • \\ \ ttt/,0'y+ /./ _ 6.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. .ate 6 DACKPILL w/CLEAN je .�\\ \\ A?// // INCORRECTCTOR OU�ESTIONABLIC DIHE°N9IONs NOi BRD1OUGHT To TH Ae 'TeNTIONN' 1 m IL COMPACTED FILL THE DESIGNO!BGCOMI.THE RESPONBIBIUTY OF THE CONTRACTOR. u 10.GARAGE AND OTHER FILLED FOUNDATIONS.10•POURED CONCRET!WALL co - . FROVIDI�TOP EC INWUB H�ORIZRON, DST EARS AN ND K�EYWKAY1 IN STRIP PO�OTING* - Z. F \\\ \ / // LAP TOP'BARS TO MAIN WALL DARB. PROVIDE TRANSITION RGINFORGN4'W/G. .-, O "^• :BARS •@'O.C.VCRTICALLY. FROVIDC 8/8'XY2 ANCVq!BOLTS• - I.- SPACED O.C.MAX. Ol In ��ll a------------------------ - - I -------------------- W bUTILITY ROOM \ WINE CELLAR V) VENT OIL - IJ 10, qp -(( FRAME WALLSTO be AT COLUMNS _ f/�\) -1ELD VERIFY FRAMI�.WALLS ATO' ATED AT:COLUMNS FIELD VERIFY R� ff�lil Sd EXERCISE ROOM FRAME WALLS z� +, y'• - i _ TO BE LOCATED . . AT COLUMNS FIELD VERIFY ca - P cn j% FRAME WALLS - AT CCOOLUUMMIJSTID i,�• ../ i. - I - __ �__� O WT/Z M ' - FIELD VERIFY' — j i � /i WORK SHOP ti I I � I ---------�--------- �,® � ®�---------- --------- 1 LEGEND - J / 6---------- 0" F05 BATHROOM FAN/LIGHT COM80 Lu WATERPROOF LIGHT RECESSED Z ul EXTERIOR LIGHT Q w ZQ d , ¢+ CEILING LIGHT IL Q(� W lu U Ul �J i WALL LIGHT O a� RECESSED LIGHTING �W W (L 111 Q N i S e e HALOGEN TRACK LIGHTS w N a i Lu SINGLE BULB FLOURESCENT STRIP (n 3 (L O m 1-:3 2 BULB FLOURESCENT J U OO JUNCTION BOX L El FAN �O 0—DIRECTIONAL LIGHTING a DUPLEX OUTLET/SPLIT WIRED ® DUPLEX OUTLET > �ki= xi iv 220 VOLT OUTLET 0 FLOOR DUPLEX OUTLET $ SWITCH SINGLE POLE 9999 E 'I $S SWITCH 2 POLE $oSWITCH U// DIMMER g 14 P 4ONE E � 6 6 p INTERNET m E CAN S ,g FLOOD LIGHT m 0 0 � I m © SPEAKER m m ® SMOKE DETECTOR o o� Z O ® BATHROOM FAN a N . I p• IX4 IRON WOOD DECKING• RAILING ON P.T.DECK FRAM ! y V. M1'%6'P.T.POST Oi /e> ,WRAPPED.TO c to,so. rR� ro. to so.TYP. COVERED DECK O I4'-O• 22 ' 14'-O• c „ a< 8 CENTER IN ABLE a yyy •,J/ '3t BNELVEsi sUN ROOM (i v 24'FIXED FWG606es 24'FIXED r_ _______fW4e / � 1 P - PANEL PANEL I I. I I I ---( A-Z 15'-OaIS'-OPANELI 1 COFFERED CEILIN4 ® 0I A rc g RC�EAT ROOM i i q q zo - �• 1/2 WALL W/ d • - I. 1 2211'�-0 O DINING J$OOM GLAss DRs. n ---� 'L ----------------' L- Juj 15-0,XI2'-0 HELAW I' �________ _ _ y 10'SO CALF A 45.OPENING I Q I CTR.ON STONE FIREPLAGe pROVI USE 4'MIN.TO 1 42;WALL D(�yB ST NE FIR HEARTH I 1 COI'®USTIBLe9 AS I b a env, z V o bUTLINED IN CODE I _ I I. C ! I I 1 I CI Ib'-b' 20'-10'� _ - 44'_q. 5'_j. �TRAFCRePLA�eiCNI�RE MASTER BEDROOM 1 w A 14 I.I F TRUCTION COMPLIES W/AL�. I 1 YY O.L STATE AND NATIONAL a. a �w •' \ L - G j am_ I F L AND SAFETY CODES. 1 I TW2442 ! e __ ___ ______ ly < G _______________� r_ .. _ _ _________ 1 N I. P I VAULT rc z �ngm OPEN `� e ,�• I , ; Jr �'1 i ABOVE O I I_____TRAY CLG _>-, ~ �z� (KNEE I Ii >I- I _ I I .'36,C.O. ______ ?;I B6' C.O�` P 'LAUNDRY i' a sPAc i - --- - - --- -- us �--, -- i .: — --- 266s �W a F¢ ppg� oa: TILE J ® i1 1 i 1 I 1 1 S 5'_q• q,_0. Ow00 �, 2"8 TNERMATRU INSULATED' I U zrcc>z�oBWdz'o ' PIBERGLASS 9 LITE DOOR _ \'. '14B'z: I I I ' O'TRANSOM _ Q p I ABOVE 0. of ��EKyED 5068 2469'.. O 26" — DRESSER - Q H •, o ..: .J�!Ir_]GCX .. - .OVEN.. K O z no- • ��•: � _ 96'CEO. I a s 2660 LAV" � tE cn �-I - D I _ VAULT ' C I O 2_ . 4_O. -6_4n 5_0v _ I i:,r �_I. .Iq�_q.t� 1 TF12442 q - .! n'''PANTRY 2ib0 p(/A F�L�B �, NTR2420 TM446 TILE t WOOD �/B DRESSER TM446 n ' - FLOOR VERIFY B C . DESIGN ui/OWNER rc; � TW2446 TEMP I 2"11 R�TG A. � 6�� 6�_6� q�_6� Q p g 22'-O' - 14'-O' �C / DF15 THERMATRU INSULA)�TED INTEEGGRRATED SIDE LI 5 ® ® - ,l� 1X4 IRON WOOD DECKING t h p O e RAILING ON P.T..DECK FRAME o TILE i �H d b n 2v 2060 TWERMATRU INSULATE' „d - /KNE D i /°a -WRAPPED T.T.-POST FIBERGLASS 9 LITE DOOR IRA�ETDTTPo - - J V SPACE, "'c � Lu 6'-0' 12'-0' S' 0' 12'-O' W-0• _ 10'_6. �/ Q J E D b 66e c 6 6 A � N Q W �W 0.N D, � tr 0 PRO✓IDE 1 LAYER j� •CONNENECTIONSIRWLNENGWB ACe Q U- u C r A 27GA—r R-o ` a- tat rn 22i 1PF OIOOORLI0Vf71NGFTSO PT. 10154 TOTAL LIVING 5605 GARAGE U PT. 507 ENTRY GUEST Su1TE 0 I.T. 507 Y 3a ENTRY PORCW AREA So FT. SP! . REAR COVERED P'ORCW SO FT. 475 IN REAR COVERED DECK 9O FT. -52 6� TOTAL UNDER ROOF 5671 g � 3 <• qy6 --- d e� 1C-.�886� �nga R FLOOR REAR DECK 80 FT. 4W 3 1`3 1d . P O TOTAL 6055 kMi to �R - >; e. o b " I. JLL EXTERIOR WALLS SI•IALL BE 2X6 •16 O.C.UNLESS OTHERWISE NOTED. 1 O 2.A}L. INTERIOR WALLS SHALL DE 2X4 -0 •e V E •16 O.C.UNLESS OTHERWISE NOTED. m S.CONTRACTOR SHALL VERIFY ALL WINDOW 10 '6 ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. .y p Z PARIOR TO CONSTRUCTION. CONTRACTOR F A.CONTRACTOR SWALL VERIFY ALL DIMENSIONS INCORRECT DIMENSIONS NOT DROUGHT TO •b TWe ATTENTION OFI TIW De9IGGNER. MISSING OR 0 ri IX4 IRON WOOD DECKING t ZZ RAILING ON P.T.DECK FRAME / CK C9LrrER IN ABLE STAIRS UP . P �y/i• TO WIDOW9 - - p 8 WALK WTMIV WTR4427 121-0' FWWI6lS FWN606a Fl"WsS I j I I p 93 I I I I I I FWG6068 I I o FW00069 I I ' n 21-0 �---------------, PROVIDE I MIN.10 S SD'WILL f'�� WALL. I II I I I I I I I OUTLINED COMBUSTIBLES AS *51 I II 11 I I I f S12 _ I I I II I I I I I 'CONTRACTOR BCE/G ENSURE I j I I THAT FIREPLAC PLIES W I Q p II_1_L_I_J E � OCONCAA g71g7E°ANDINATIONALL I - P p .O• -_ _c __ _____Z.__ I. I FIRE AND I&FE"fY CODES. a G #2 i a b'ziR4-G� gzW=�Z #3 _q� 266E a I 9i Cion m—HEM. .6 _ ON$11 ..". .. .r.,r-,.. • .. - - 2665 I - jI i OPEN TO j I VAULT x2"S V BELOW � 7cN-Fmcg�0z��§ i S n N # BATH v ; -- ------- i --- -— --- I i ---—-- --- --- S22 E 3 sKALL 76' cn CD 1:14tza- or_ TW24910 - a I I TW24S10 i I T10CM2 T 452 TW2452 .. Z p , , r / O of Lu 6'-2' CENTER IN GABLE L i'-Y:. z 4' 2' 3'-B" .. � V - V ATTIC V `� w W l J E ACCESS p. D - Q ,V nI A O rz E..f�.-Q� A O to 4- ILL O_w in I , Q W�NQ 9� 1 / Q FUTURE GUESTS mC 20'-o'■2T-°�i w L %ag w/r r4•� r____\�� � gly �IS� �3aay7p"" �pl a � Q�y� gKi1 b \�� 4j ib. ��� ��Gffigg �ICgjg sr / SS. / ; 4/e. a OPNp� � 7R9,y �'da Ra e:� p N r v Or -•[( i0 O C O co p y E o WO .6 F sLt�A m i 6 i:o• o C-2 w In O N q i• - �gV FLAT ROOF DECK SLOPE SLOPE Z Y pQ- •'Pti 101I2 I044 Q W PITCH PITCH O 0 S t �yQ W 2 Z U t a crc u m cr ALLE< W n ITS x! N RIDGE PER PLAN 4n 2,12 4 W4n S HANG RIDGE I-d f PITCH W AS PER PLAN _ - g N L BLOCKINGn� _ EACH SIDE IPLYWOOD A?/� ,Pvvf• �.�d m� R,Pv 'd j-L to 5)1'%'x113[,' LVL HEADER C 1 14 I 14 LVL SLOPE s)1}I'xalk• �gy Zao • - J. PITCH PITCHoo •:4)17,X4,LVL .. i pi? �y SLLppppE T _Eo ` I EACH SIDE `_'.- r. .- �. vE Y n� W n� vd PITGN � �_� TRUSS PROFILE'B• ,i. :' -.- .. d J J: .d urn' 7� �i F _ s�T PITCH ILOPE SITCN PITCH - o yRp-, J ROOF PLAN g �$=�g� SCALE.Ire' - F-0• 129.1 - 1 2XIO z .w O.0 DECK JOISTS Ib' O.C.TAPERED TO S' EW-• FOR ROOF DECK ,T PUSS B TRU56 B O W T/1 7 x 4x10 16'O.C. .F i . - a IZ RIDGE i ZQ� a`9 P Z)1}I'xlf'(•' LVL RIDGE ----- Z)Zx - + Zx12 RIDGE - ,. RIDGE _ EII 3),%,-if�^,LVL HEADER � --_--_J I HEADER'S LVL CONTINUOUS R E VENT Q LAY ON E ME'!1 E T6• LVL_ V _ gg w/ZxB IiOOC F .. ..`M1\l� b. HEAD Z)I•y'xl1'q' LVLism -- — . RIDGE '1xS NAILER ASPHALT ROOF SHINGLES - S/S'COX SHEATHING - - -- - - ISa WILDING PAPER 4xIZ RIDGE - 2x10 1, O.C. R-50 FWLS.INSUL S)I VxII V LVL II n u ii u u n u,'uu a II u n u n u�'V TI' IR Ilu I � a HEADER��°LVL . • - - 4xS CEILING HEADER II II II II II 11 x' 1111 11 II 11 It 11 II IL II Ilfltll II r II - JOISTS K' - RAFTER VENT II II II II II ,'ll IIII II II II 11 II II I� I -II--1� Iu II .. 11 Ix FASCIA " 11 1 - Zx8 BRAG!It,-O.C. - W/ALUMINUM GUTTER 2x8 CEILING DBL.ZxiO RAFTERS \ LLI j /i 14'-10' 1X SOFFIT JOISTS;16'0.0. 1 .-- ZxIO DECK JOISTS V HEADER , -. - "' STRIP VENT - / 'P? - 16'O.C. TAPERED TO B' ZxlO DECK JOISTS /S/4,T4G PLYWOOD SUB-FLOOR of a FOR ROOF ECK O Z W n V 5 Ib'O.G TAPERED TO S' Ix`FRIEZE GLUED AND NAILED, TYP LOFT \\ Lu Z - 1 FOR ROOF DECK }fx11 V. LVL J M U BATH `3 BEDROOM #3 l` � N U � . z Z)1�'xll q' U �,_n 2)4xI2 3/4'T1G PLYWOOD BUS-FLOOR .Zxl2 VALLEY , w N w HEADER.. GWED AND NAILED, TYP / - • 111 'TJI Ib'-O.0 11 •TJI 1Z' 11'•Tit 16,O.G 11" TJI.12, .0 V/ ww _1 } D FLOOR _ II T�' JI K'O.G .•. 1IF SECOND FLOOR II II II JL .11_ _ _ VO/ (n Q - (LW QN B)I VxfI 3V VL BY VAI.b' �I .. •. Z)ZxIZ _�•I'yxll•b' Z O— �'Z . VL FLUSH HOR. ^ ` LVL FLUB HDR. I _ 9)I�y'xll�.�'LVL 1 1 OL > 4xB CEILING I - HEADER JOISTS K'O.C. I HEADER"LV Q 9 FBGLS.INSUL I 1 f HEADER -. - - f S/4•TtG PLYWOOD SUB-FLOOR HEADER _ b'xb P.T. A.7 O 'x6° P.T.POS 6'b'P.T. POST t! GLUED AND WILED, TYP I I O J _ I I v 1 1 - Y Z 6•x6•P.T. POST 1 Q DXO SWUT14ING -o' PORCH O o GREAT ROOM COVERED DECK y�.l-C- *� MASTER BEDROOM 1 I r i �L �� M`� 1 I (Q BARRIER 11I. V • I I �- 1 I S/4'TIG PLYWOOD SUB-FLOOR I )*I '� I HOUSEWRAP 11­1t� "Fx&LEDGER GLUED AND NAILED, TYP 1 I SPACE - SFLl1Ei,, LV SPACERS(SEE ZLEVS.) SPACERS W-Z' IS'-6' I j - AT DECK II" TJI 16 O.C. I •TJI 12'O.C. II"TJI Ib'O.C. II" TJI IZ O.C. AT DECK I I B FLOOR DECK II TV TJI Ib'O.C. I FIRST FLOOR j 4x10 LEDGE 7 4x10 LEDGER . 1 NGVDrcn nn tm (YT tm tm tm tm cm tYt) [m [m [m t Y� tm tm -�/v1�}Z-47rNGVD. (.C.CI Id[.C5 (X%l (Lir (%%f CYYI CCxI CYU U.v txiJ WU (%Jtl (XJtf u.0 tX.Cs WU 1 -(%J(t (%Xi (X%I cr u%l (JCJ W CV Us CCs (%s Ut (Xi tXs (XXi CL%l W[1 :.m -Y� Q ❑ o---�F--II 9 x LVL - 2x10 DEC STEEL BEAM T.B.D. S 1 "xII" LVL8T8 I O.C. gRSa . JOISTS Ib'O.C. POPPED BEY ) 9Y y 1p j - /FPUXSN P.T. FLUSH P.T. IO F IZ P.T. L '� E 3z 2x6 DECK A.8 i -Rim JOIST � �n o JOISTS Ib'O.G o v x - BASEMENT ' ' W SILTL 61lLLALlR A 8 « u rj 10•POURLD CDW_WALL PROVIDE W DIAM.SONo- - o p PROVIDE 10•DIAM.SON0- N TUBE W/BIGFOOT FOOTING FOR- I CONTRCTOR SHALL TUBE W/BIGFOOT FOOTING FOR PROVIDE�O' DIAM.BONG- pp /� BLAB COLUMN 9UPIVRT ABOVl.LT7P. v Y -NGVD FOOTING COVERAGE Ilk BASEMENT BLAB COLUMN SUPPORT ABOVE(TYP.) TUBE W/BIGFORT FOOTING FOR \ _._ _ .COLUMN SUPPORT ABOVE(TYP.) �.1 O / < o / I / S in'CONC. FILLED / _Oj O o i°COMPACTED FILL STL.LALLY COLUMN ` m 8 - ON 36*x86•x12' DP. p m 4•CONC.SLAB -•(\ //����\\ A 8 q CONG FOOTING, TYP. - m bXb b/b wwF TOP I/e OF SLAB 0 /\ SECTION p'•8 � SECTION d' w N w m O N 2.6 16,O.C. 2.10 HIP RAFTER A.7 O.C. ZxlO HIP RAFTER USS A s TRUSS A < 2)2XIO - 2)2x10 2x8 CEILING JOISTS 16'O,C, 2x10 IG'O.C. HEADERt\ / HEADER 2)1'4'x11 TQ LVL 10 IV O.C. FADER BEYOND 2)2x12 RIDGE x x 2)2x12 RIDGE - 2x12 RIDGE 16' LV A RIDGE L Z Y CJ U z)1}�'xu'4•wL � � �'�/ w o �' HEADER __ �• .9)t'j'xII14, LVL QZ r - m IHEADER h II. d II a�• - .. e)t'4•xll'4' LVL e I x11 ' LVL 2)I'4'xIi'4' LVL II ii-' II it II HANG RIDGES HEADER II II II II 11 IIII ) M, Im n n n II a `�h u u II FADER BEYOND n n II II II HEADER II 11 p �'� 'nII II li li AB PFR PLAN IOGE PER PLAN II II II II II IIII 12 VALLEY II II II II II 11 it II 11 �T Z `�\II II II II II 2 II II II II IIII IIII II II 11j 11 II '��i�1 II i' a N 11 II II_ U II 11 II 11 II IIII 2x8 CEILING IIII II II II II IIQ jf �l 1 'xll LVL ~ II II II II (n II it II II II IIII JOISTS 16,O.C. IIII II II. 11 II 11 I ) Y1 4' « U O= II It II it S II II II, II II IIII IIII II II? It 11 -II 11� HEADER I V IIO II II LOCKING w TOG PLYWOOD SUB-FLOOR - II« o IV it h PLYWOOD K II, II 11 II II IIII GLUED AND NAILED, TYP IIII' '11 II II 1 II U�� ,« -.. III` 11 II EACH SIDF II II II F u, II IIII IIII II II« II II \ A.7 * - y' U "1« I� II II II II« II O II IIII IIII II 11 11 I I /I I M II II II II! 11 IIII FUTURE'GUEST SUITE IIII II II 11 II II FUTURE II II II IIQ II IIII IIII II II II II , 0 - p S \ J II '%1114• LVL r u u II II« a uu Z)I'4"x11 4 LVL ml u u u n u �' .. « _ ��\i� HEADER o II it II II II IIII FLUSH IIII II II II II ` '/// - w' 11' 11 BecaND FLOOR_IoA ._._ .. Z)i'4'xll/�' LVL s' r r r r r r ib3�r s r 'r Mimi, tit i t I I.C. SIDE SIDE VIEW c -- 11"TJI 16'O.G. 9)1'4'xill;' LVL te TYP• � r� �o STEEL BEAM WI67f96 _ - } STEEL BEAR W16 , 'S II 74•TJI I6'O.C. ENCASE STL.SM. IN FIRE RATED - ENCASE.STL.BM.� ao- zm� SHEETROCK - - IN PIRERATFD �mw raz 4'x4'x'},'TUBE 4 x4 xk'TUBE , STEEL GARAGE. /" STEEL �yy��x�IO NDR. SHEETROGK `. 1 .. TRUBB PROFILE'A'.. �m„cOi Slwoz� o?. o= 0/4,T4%AND NAIL. TI'P�R - 6.. U Q N TYPE FIREECYODE GHS A.7 _ •coNNecTIONs w LIVING SPACE «u «U GARAGE a. U zM;P,<o -GARAGE.BLAB _ ' rTJt'NGVD —._. Q W o APRON DEYOND E— . GARAy,E O OTHER FILLED FOUNDATIONS. I Io .. o.m - V� b W/21xe TOP EOTTOM BAR. 11 REST FOUNDATION ON 2Ob00'STRIP FOOTING. PRONG K/K KEYWAY. AP TOPCONT.IN STRIP O C; A 8 FOOTING w/KEYWAY.LAP TOP m5 BARB TO I I � FY T/ZVs RAM WALL BARB,PROVIDE TRANSITION FORCItIf.W/ra 1K7RIZ BATS SPACED I c I�GxTf� �m VERT.1 12 O.C.PROVIDE D/e x16'ANCHOR S BOLTS 6 4'-O.O.0 MAX. SECTION A,8 SECTIONS A.7 �s. 2)1'4'xll14' LVL 3)1'4*E6• LVLRIM - - _ 2 CONTINUOUS RIDGE VENT '2xe 16'O.C. A-7 e)1'4'x16' LVL -. ' _ - 2x10 Ib'O.0 H)p Rai' LVL 2.5 16'O.O. 2x10 16.O.C. - I U 2)1'4'xll 4 LVL OZ a 16'O.C. ~ W o WQ� 'R-eo FBGIJl.�INSUL - �. Zxe CEILING I I 2xe CEILING RAFTER VENT ' - JOISTS li'O.0 �.. JOISTS-16 D.C. 2xe CEILING ASPHALT ROOF SHINGLES - .� *u ATTIC V V/ W JOISTS Ib'O.C.\\ W W uJ K W e/e'CDR SHEATHING I •A J . - HEADER let BUILDING PAPER r •- V// to W ' IX FASCIA.,. - -. � _ _ _ ... �- . � ►L W Q N F.3)1'4'x11 74' LVL W/ALUMINUM GUTTER - ,9)1'4'xll'4' LVL �n - O— Q Z. t.i HEADER .. - n o u 2 2xt0 HDR. N 1X SOFFIT HEADER ) n - _ CORiP veNT �d j. CTYP. u.N.o.) Q n j Q<. «U R-19 PBGLB.INSUL l✓L O , I 2XIII O.C. - - 1-IOFFICE -�V 6'x6' P.T.POST _ 1/2'COX.SHEATHING SUN ROOM I VAPOR BARRIER 0 4'TOGfLYWOOD SUB-FLOOR TYVEK HOUSEWRAP 5/4'TOG-PLYWOOD SUB-FLOOR O•F . GLUCD AND NAILED, TYPE SIDING(SEE ELEVS.) FIRST FLOOR / ` GLUED AND NAILED, TYP FIRST FLOOR I 29.7T-NGVD RIM_JOIST 2q,7 NGVD II 4'TJI t6'O.C. TJI 16'O.C. \ p ,. _ .. \ - W6 SILL SEAALER \ILL 2) I2 FLUSH )I E�•D LVL l �b 10 .I 1O 2x10 LEDGE - DECK 7101ST8 A.8g> SPACERSDECK 8nx12 P.T. FLUSH C coNTRCTOR SHALL _ O• A.8 r i p r DECK JOISTS I MAINTAIN 4B'MINIMUM 2 2x10 16'O.C. Y T t• s FOOTING cwcw.ce Zxe LEDGE BASEMENT m U « U BASEMENT s1ACERs i 10'POURED CONC.WALL AT DECK `� 5 �'qR � f $ S PROVIDE 1F Y F6 SQIO- IF-e' - TUBE W/BIGFOOT FOOTING FOR 1 F � E481?i'IEl1T ` COLUMN SUPPORT ABOVE(TYP.) .BASEMENT SLAB_ _ _ o 140'NGVD — 19.a NGVD - - 1 o b'COMPACTED FILL \ / 8 4'CONC.SLAB A.8 U co A.e 6X6 6/6 WWF TOP 1/3 OF SLAB co C SECTION SECTION z w Ia o v=i TO PATIO LIGHTING COVERED DECK \__ — •�`a. — 0 0 - // I I I J I TO rLaw_ rj'j I GREAT ROOM DINING ROOM -- L__ J _______ _ E►LOOK OUTLET i I / `•� I ;I IZRIFY LOCATION t I < SUN ROOD•, �;. Yz 8 z P 1 I. �W TS -_ _ _ Ba 8 KITCHEN I __ _ __ _ ______________ __ / / I6-r >oR FLOOR OUTLETS " z vERIFY LOCATION 9MASTER BEDROOM � ��vvv___ ____- i.. ----- - - - \ a GCI -- - \ \ Q 3 _ " t Lwlns DECK '-- WALL " ~ I I Q -- ----r- C:Tnv1 OVEN c arc O WT/]. OFFICE. BATH ® ® /I PORCH ® ® ® ® BATHROOM.FAN/LIGHT COMBO Q - ® ®WATERPROOF LIGHT RECESSED � U r •/! /qS° Q TO PMT EXTERIOR LIGHT Q MT Q +¢CEILING LIGHT Wlu � J� p�+ WALL LIGHT RECESSED LIGHTING O rL w Q N e e e HALOGEN.TRACK LIGHTS — 0-Z K SINGLE BULB FLOURESCENT STRIP L 3 j rL C C =7 2 BULB FLOURESCENT Q Q �,. [D JUNCTION BOX (n V E FAN W_ 0 GARAG� % CLG. OUTLET °¢ IO / / g DUPLEX OUTLET SPLIT WIRED � / DUPLEX.OUTLET sk 220 VOLT OUTLET SMIX :A 0 FLOOR DUPLEX OUTLET a$ SWITCH SINGLE POLEg $s SWITCH 2 POLE B / $PSWITCH w/ DIMMER �p I I. N PHONE � a e�e$112 CLG.OU LET 0 D INTERNET E 6 / ©CATV o / ,gFLOOD LIGHT o \ I co® SPEAKER A ��\ ® *coSMOKE DETECTOR m .. Ci \ ® BATHROOM FAN ax 1 r 1 / / DECKuj \ uj 1 I I I I I BEDROOM #2 s, -1 `------- FLOOR VERIFY LOCATION O �✓ i i / BEDROOM'#3 WOMB \ K' BAT # ` firdo lmmm t � W ✓n �g8 / / LEGEND Q/ BATHROOM FAN/LIGHT COMBO U W / ®WATERPROOF LIGHT RECESSED- (Y U / EXTERIOR LIGHT V w Ill W Qd / ¢CEILING LIGHT J J� Lu Q N W WALL LIGHT w W a J ` RECESSED LIGHTING O O to e e e HALOGEN TRACK LIGHTS O O W aZ / ® SINGLE BULB FLOURESCENT STRIP LL- V j / C--7 2 BULB FLOURESCENT (] J JUNCTION BOX Z U / / El FAN � L DIRECTIONAL LIGHTING. W �+ FUTURE GUEST SUITE ' s DUPLEX OUTLET/SPLIT WIRED � DUPLEX OUTLET 220 VOLT OUTLETjig FLOOR DUPLEX OUTLET §S� l �ii�g 1 $ SWITCH SINGLE POLE k3 I 5 $+SWITCH 2,POLE ' �\ $oSWITCH w/ DIMMER N PHONE SRI El INTERNET 6 E CATV °D / o / - FLOOD LIGHT F 0 0 -� © SPEAKER 1 p m ® SMOKE DETECTOR m d i ® BATHROOM FAN r N cm Lu' 4j G �. I+ tie - o o � O Ll 10E TIE ❑ ❑ N U' 0�= ix WN A. SINTERIOR <_ SU OM 10 ON OOM INTER10R ��€ ION U !r 15UNROOM INTERIOR�LEVATION t y _ MIF CASED OPENING e Z 1- W WZd W ON ww W w' _ G ININ ... 10 10 LU � CLw QN 0. QK 3 LLI W (L m D SUNROOM INTERIOR ELEVATION Z L , o - LIGHTS ABOVE 0000 ^ LIGHTS ABOVE LIGHTS ABOVE LJ 00 ©❑ a ❑❑ O SHELF BNELF �1�nQsi��� ❑ o FIXED FIXED SHELF SHELF j FM m D�LOD n 0 co 1=1OCR 0�0 0 ` BPe,cE • -• R CENTER o CI INING IN 10 .' ION I ININ IN 10 E E 10N o � I: Hi . .. - W W O O JUL IIH ❑ V o i ;g ZLLIJ 12 IN �Ro r Ow S��+�ruzOz CASED OPENG U zIXlmfl �doo za Fo I I A, 1H 0 E H (-A-46yrmi INTERIOR ELEVATION C O IN ID E E A ION N Z w Z Q w Q d n �F lu J ww a� w iL� iL W D-Z O O— �. X w � ;< m Z -Iu L O igMI , 8 da o t- .. o o � m i / R 1F0 ER INTERIOR ELEVATION i �OYER INTERIOR .ELEVATION a .� H Z � W i _ O N p O y ❑ a - - IN Z 0 • .. a .. j .. _ �• - � J TIE IDE .. - .. ... GREAT 'ROOM INTERIOR ELEVATION / \UF MASTER BEDROOM INTERIOR ELEVATION w «- DOL.SIFOLDWSW =pz '" .DOORS SLIDEa—v ,. BACK INTO P1CT ;r FIXED ADJ. w (9 - .. SHELVES. ''x w,WIDE L - ..:. - .VERIFY z - DIMENSIONS- - _.. .. a .. - w 4 } - H _ 8 GREAT ROOM INTERIOR 'ELEVATION MASTER BEDROOM INTERIOR ELEVATION . ' n .ILL . n : , a CROWN MLD_ ,�.: ... -. ... .. - .. r CASED CASED OFENI - - - " CASED OPENIN4 - - r - • * r W QN w J NW j� !—Q [L W�m ca OOM IN E 10 E zw _ n LU O Q C GREAT R T R R LEVATION G MASTER BEDROOM LNTERIOR ELEVATION Z u 1111 :IFIFl :1 Ell"i, !11"1 pp 1-0 " M m c co c 1 Cl m .0 :r _. LK O �1GREAT ROOM INTERIOR ELEVATION 1 � SAS $EDROOM INTERIOR ELEVATION � � , �/ O . S ELF SHELF H O SNLF [�g� Efl 'Eill 11 F�l Fm9 ® K - • � W A M' S E H IN E IO A ION MASTER BATH ..INTERIOR EL`E�/ATION C MASTER BATH INTERIOR ELEVATION <_ MASTER BATH INTERIOR ELEVATION. A T R BAT T R R ELEV T Oypo-*F-aoR zz Uzls�WdsC Ca 12 —LL z :07 o aIE FF WO N Z W p U m 0 4- � \LOFT INTERIOR_�LEVATION F � \LOFT INTERIOR LEVATION w o� w W O�aQ f� no- zn O �rIY ,n� —I-All - O �a- 3 TF12 SIXsa co <o m I Ilir 'I o i G LOT IN E 10 E ION � SLO FT INTERIOR ELEVATION � _ W H U W 1 PROVIDE 10" DIAM. BONO- # 10'-0" TUBE W/BIGFOOT FOOTING FOR 2)2x10 POST DINCOLUMN SUPPORT ABOVE (TYP.) ENTER IN GABL HEADER TO HDR --------------- 5(o"x12" TRANSOM. �)I � OST2)2xd0 P.T. I RAFTER' VENT-FLUS HEADER D o II I .c LII LII, I` ASPHALT ROOF` SHINGLES 5/8" CDX SHEATHING IIL: III 2xS 1.16" O.0 I 15#' BUILDING. PAPER j /2x8 P T.16" O.G. A o ' �.................... SPED o A 2x10 RIDGE j 1....... . ......... . ... ..... f 2x8 I6 o.c. x8 CLG ISTS 2x10 RIDGE I' 16" O 2 — IX FASCIA III - III I. I W/ ALUMINUM GUTTER III III iX SOFFIT COR-A-VENT 2)2x10 P.T. POST r FLUSH- {DEADER III 2)3080 BATTEN DOORS DN STRIP.VENT � � � , \ w/ 56"x12" TRANSOM ABOVE — — — — I - z - w 1X FREEZE co — — — — — J '�i- Q POST DIN 3, U X4 16" O.C. 101-oll TO HDR, 2 2"�CDX. SHEATHING RAMP ,2)2x10 HDR OVER TYVEK HOUSEWRAP DOWN TRANSOM SIDING (SEE ELEVS.) — — - FLOOR 2X8 .T.16." O.C. I ENTER IN GABL • 2)2x10• P.T. FLUSH .HEADER FOUNDATION. PLAN` . FLOOR PLAN ROOF FRAl*I I NG CONTRcTOR SHALL MAINTAIN 48" MINIMUM FOOTING. COVERAGE PROVIDE 10" DIAM. BONO- - TUBE W/BIGFOOT FOOTING FOR SECT ON COLUMN SUPPORT ABOVE (TYP.) t . T » > » STATE AND LOCAL BUILDING CODES VARY SdALE': 1/4 =1 —0 �j} Q M GREATLY ACROSS THE COUNTRY. DUE TO COPYRIGHT. DATE REVISIONS FLOOR I$ F I�A I Z I N G THIS AND MANY OTHER VARIABLES SUCH 7 �y PLANS. gyp ' T AS WEATHER AND SOIL CONDITIONS, BUIL— DING �I O R TH\+ID E: I LAN S. `f' SEC I I'ON MATERIALS, THE R, CONSTRUCTION of jv jb j {�J RESERVNORTHSES HEREBY ON LAW DESIGN' ON—SITE INSPECTION OR, CONSTRucnoN le RESERVES ITS COMMON LAW O 1 2 4 S SUPERVISION, ETC., NORTHSIDE DESIGN T�P T \� v, . ASSUMES NO RESPONSIBILITY OR LIABILITY DE MN ` COPYRIGHT. THESES PLANS ARE SHEET NO. DATE: PROPOSED FOR ANY LOSSES OR DAMAGES INCURRED NOT G BE REPRODUCED �+ �q� DUE TO ERRORS OR OMISSIONS IN THE k. MSOCIAM� CHANGED. OR COPIED IN ANY DRAWN JH� Ol LO►' `lR I RESIDENCE, PLANS OR STRUCTURAL DEFICIENCIES ADVISES THE DESIGN.STRNORUCTURAL DESIGN DEFICIENCIES INFORM OR MANNER WHATSOEVER THAT BEFORE COMMENCING CONSTRUCTION. WITHOUT FIRST OBTAINING THE 1 8/15/07 C THESE PLANS BE TAKEN TO YOUR LOCAL DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN ;EXPRESS WRITTEN PERMISSION CALVES PASTURE LANE BUILDING DEPARTMENT AND/OR INSPECTOR 141 MAIN STREET * YARMOUTHPORT * MA 02675 CHECKED SARNSTABLE MA. FOR REVIEW AND APPROVAL.REGARDING ANY (508) 362-2210 (508). 362-9802 AND CONSENT.OF NORTHSIDE POSSIBL DISCREPENCIES IN STRUCTURAL DESIGN. c�THc ATIC CQrQl SEPTIC NOTES DESIGN DATA F F.G.sr.27.00 1.Location of Utilities Shown on This Plan Axe Approx.At Least 72 Hours F.G.EL.uo Prior to Any Excavation For This Project the Contractor Shall Make Single Family-5 Bedrooms seeNoce�a(�sn> the Required Notification to Dig Safe(1-888-344-7233). With NO Garbage Grinder 2.The Contractor is Required to Secure Appropriate'Permits From Town Daily Flow=110 x 5=550 GPD ` . Septic Tack:550 GPD x 200%=1100 GPD Agencies For Construction Defined by This Plan. Use 1500 Gallon Septic Tank EL. 40 3.The Water Line Shall be Constructed in Coordination With Barnstable Water,and Shall be in Accordance With 248 CMR 1.00-7.00 LEACHING AREA 150o canon + Taos►..=oo &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. Tack D B� - 4.Install Risers to Within 6"of Finished Grade(5 Required). Septic SSO GPD/0.74=743 SF Required Flow + 5.All Structures Buried Three Feet or Mora or Subject 550 G ll=2(12'+4 3 S=232 SF As R I •20.00 Leaching to Vehicular Traffic to be H-20 Loading.It is the Engineers SidH-20 Recommendation that H 20 Always be Used. Bottom Area=(12'x 46)=552 SF 784 SF Total Provided z a Bat.g.1'00 6.Septic System to be Installed in Accordance With 310 CMR 15.00& ' Bedding,•T•s,&Baflbls R�a � 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable ra as Per Tits s Board of Health Regulations. LEACHING CHAMBER DESIGN (see Notes 8&9) t.� ;. An one Sao ffbe Ss ar aan�.-smb •mrncaPe�=rarnmsy4m < as _7.All Piping to be Sch.40 PVC. All Pipes to be Schedule 40. Use 8.Inlet Tees Shall Extend a Minimum of 10" 5-500 Gal.Leaching Chambers in DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM EL•5•0 Q Q Below the Flow Line. Appm.12'x 46 Washed Stone Fields as Shown. NOT TO SCALE B•AMP 9.An Outlet Tee Shall Extend 14"Below the Flow Line,and Shall be Equiped with a Gas Bate. PERC TEST: 11,221 P'ERFORMM BY:PETER SULLIVAN,PE- SULLIVANENGIIffi2ING PmiehOotde WITNESSED BY:DONALD DESMARAI$R.S.-TOWN OF BARNSfABLfi r' }�, - F- k�.ur'-- t - FEBRUARY 2s,2oo6 9- r"� n, <m� „ ^ �f H J ITi r-�till l; l - . comvacbaapw Pao TEST HOLE-4 TEST HOLE-6 TEST HOLE-7 TEST HOLE-8 a EL.25.8 EL.249 EL.25.7 EL.24.6 AlalloR. O LAYER O LAYER IN,-Dr 0 LAYER 0 LAYERORGANICS ORGANICS ORGANICS ORGANICS �-^ a ra snore sic•-i�rz• g• 25.1 6' 24.4 6' 25.2 5- 24.2 3' LEACH Cl LAYER 1 OYR 5/2 Cl LAYER 10YR M Cl LAYER 1 OYR 5/2 C1 LAYER 1 OYR 5R �OOC r CHAMBER GRAYISH BROWN GRAYISH BROWN GRAYISH BROWN GRAYISH BROWN B-20 CLAY CLAY 80- SILTY CLAY 19.0 5T SILTY CLAY 19.9 50, SOW STONES 18-50' . 21.6 61' SOMB STONES 5565' 19A C2 LAYER 10YR 7/6 C2 LAYER IOYR 7/6 u t C2 LAYER 2.5Y 5/6 C2 LAYER 10YR 7/6 YELLOW YELLOW 41-IV LIGHT OLIVE BROWN YELLOW 93- LOAMY SAND 18.0 95' LOAMY SAND 17.5 LOAMY SAND LOAMY SAND C3 LAYER 10YR 5/6 C3 LAYER IOYR 5/6 50' ., __...._k PERC.TB$f ...,_ _21.6...... 68'-,... _PERCTBST ____. .19.2 YELLOWISH BROWNYBLLOWISHBROWN 25 GALLONS IN 13 MIN. 2 MIN.30 SEC.PER INCH 150- MEN.SAND 13.2 135' MED.SAND 13.4 CROSS SECTION OF CHAMBER <2MINAN 17.4 NOGROUNDWATERENCOUNTERED NOMOUNDWATERENCOUNTERED ' NOT TO SCALE C3 LAYER l0YR 5/6 132-1 NO CRtOUNDWATER ENCOUNTERED 14.8 YELLOWISH BROWN 128- M®.SAND 14.2 NO CRtOUNDWATERENC OUNTERED PETER ' SULLIVAN NO.29733 CIVIL N/. Sheet # Title: Prepared By. Prepared For: Scale: As Noted Site Plan Sullivan En ineering, Inca CapeSUry Frederic Lowrie Dote: 2 Proposed Improvements .l PAt - O Box 659 ; 7 Parker Road 26 Cutler Road 11/JULY/07 2 Lot 45 Calves Pasture Lane Osterville, MA 02655 Osterville MA 02655 Andover, MA 01810 SO Project' (508)428-3344 (508)428-3115 fax - (508)420-3994 (508)420-3995 fax Barnstable (Barnstable �Ilage) lass c��"r"ft°w�oa"et 26005 � SQ G COVEaE61)EGK om all 10 BELOW Fr a eff � ` I H1 _OBEDROOM iER e as — LL \ `----;----------------- I w cn ' Z' !/ i ' ' ' Ii ---- =a_s -----------------J LAUNDRY C p WALL PANW FOVEA uPpi e ■ S 1 III oil�6 � � Rs889afR9d!! BAIhd a PORCH It Lj a Z d PORCH og ow ` OJ pL 0WCLz N CL Do w O U L m i"m C10R��oo�'n�C con""�ONB a = � II ------------------------------------------------------- --------------------- ( I i WALL -row { {L------ 'LJ_i-LJ-11 LJEM .I lH ® I ' { I DAM BA 'Mill kill hill 01 14 H z U J Z W *t d W gj �OW7 O N W `1 O aaa= LLJ O_W Z 0 atom O. J w L- O 74``� FUTUpE GUEST SUITE di � O � t m / / � o wkc e • o � .x R " X X a X X w l X X X x x X X Q X s X" X x cu© yr x x x .� x x x X x ® ` X x B 3X 2656 C 631 X -S®k d� M 1 I RYE 6A X � X x ®SEP i 8AC J' X HE SIT MINCK 261 - BARN BARNSTABLE HARBOR " f HARBOR r x — x X X x it+„ X x xx x �— �� x kx i ► r tli r i s r z _ d, X _ 4 X e X x X i X n x x .. a x x f X x �. Y O ,gg X .a a X - W x x a s X DRAWING TITLE SCALE: -Aor a �, 3 X FIGURE 2 SITE PLAN i•=Zso' As, G X B KY` x u PRWECT CALVES PASTURE / SCUDDER LANE ePRIL 17, os C EK r. R BARNSTABLE, MASSACHUSETTS DRAWN BY: ;. x CUENr D.P. FUCCILLO DE EKw SICNEo eY: X _ FALMOUTH MASSACHUSETTS t ��` �„ „ ►+ x X CML ENGINEERING P.O. BOX low CHECKED BY: I' [AND SURVEYING LMEML& AN o2347 SEK SSESSU VTR PRIME E G I N E ERI NG AX. �947.2004 I �: , a ves Posture Ln, W Bomstable figures = igures. wg 3> • N , _ _ is �- I t _ F� Ln c ¢ E W ±; w 2 K?1 0O o CR • 10•-7 3/4".. y 77. y x r..,..:,.. ..:.... „- - .:........ . '4D \ • 4-8' Existing 10"Wrapped Porch Post-6x6 Core �' - -- o0 I . 2-8 6-8 D r Existing First Floor- FF,UL,12"TJI @ i 16"oc,Strapping, N ' Sheetrock I r a ~ NEW BEAM-Size TBID A a. I ca A i _U) NEW 1/2"Plywood+FF-Over - t I 2x6 Sleeper Floor System y_ 14 g L fl ., •r, �i,.;i . .. ,.,. . . -., .. • ?,,..;...... .. _ . ..- .t :-� .;__61/4 �'"' � ; 45 P6 50 20 0 Yvasi tc� '�I _ •3 Existing 10"Wrapped Porch Post-6x6 Core. CO ^C X j V L 0 ' I �w• R' ' d � � I , I � � a O N r, 0 O i LL �U � w Revised First Floor -- -- SCALE: 1/4" = 1'-0" INC � � U O O ca W U c 0 CR I00 Q � �1 ... 4'-8 1 g / X cc Existing 10" Wrapped Porch Post - 6x6 Core ram_ _ O� r;+ (D , y \ I a� i Z � N \� 40- o Revised First Floor I o SCALE: 1/2" V-0" r,, I c .i I o TBID c� A 1 ` to 8'-4" x i NEW 1/2 Plywood + FF Over Y � j2x6 Sleeper Floor System N j1 I p 0- 5 1/4" 45-P6-50-20 o JMCn F Existing 1 Q" Wrapped Porch Post - 6x6 Core - - -- - - s 'r 4 Existing Second Floor - FF, UL, 12" TJI @ 16"oc, Strapping, Sheetrock 2x12 Deck Framing w. 14 Plywood & Rubber Menbrane Existing Header - (3) 1-3/4" x 12" LVL w 2 ' A R��'Yk^ j +Y % VP ':Pr {E h. i5,! ,� +517 {i ..r k S+g40 .5 �,,ty,.��N £ •.,, „f __-__.____ _--__._ - t Be w. Trim Wr p U 5'e - Y F Existing Deck Support am a New Exterior Door - 7 xis„ �.;__ .w___.__-- _. _____._----.____.__ 00 ' inch step down to Deck 00 o i Cr, � r, iz New Corner "Post" I o co as ao 1. I CD Existing ; o Fireplace ( I I c Remains NEW 2x8 Wall - R-30 a - -, .,.; q 3p s.; '. i gin•,..--. ;*""r B :£n r`3 z"rT„a --- � � Existing 10" Wrapped Porch Pot 6x6 Core I e.NEW 1/2" PT Plywood �' x Existing Flrst Floor - FF UL, 12" Existing Deck - 2x10 + Decking u TJI @ 16"oc, Strapping, Sheetrock N NEW 1/2" Plywood + FF - Over NOTE: 2x6 Sleeper Floor System 0 Existing Foundations, Footings, Second Floor, Second Floor Deck, Railings, Beams are depicted Section A Existing 6x6 PT Porch Post - on original plan set (available upon request) - on 12 Sonotube & BigFoot z NOT SHOWN - REMAIN UNCHANGED Existing Second Floor - FF, UL, 12" TJI @ 16"oc, Strapping, Sheetrock N w IEI xf 45 P6 50 20 � 3 00 00 O j C "CS S O j Window Seat ', , 4 Existing Fireplace CO = , Remains O 1 � 1 ` O Existing Flrst Floor - FF, UL, 12" TJI @ 16"oc, Strapping, Sheetrock i. li U CO z - Section B �--�-- -- -- SCALE: 1l2" C I - � w Existing Deck Support Beam w. Trim " 2x12 Deck Framing w. ¢ Plywood & Rubber Menbrane w qr �. Existing Porch Roof Support = 3 Beam w. Trim Wrap Q CL IrI x � 0 f o � --— Existing 10" Wrapped Porch Post - ---� i NEW 2x8 Wall - R-30 ! y " NEW 2x6 Sleeper Floor Joist Ex @ 16"oc - Foam Insulation Existing Deck - 2x10 + Decking x i Existing Deck - 2x10 + Decking i N � Existing 6x6 PT Porch Post - on 12" Sonotube & BigFoot v 0 U C/) z _ • F Section C _- Se o SCALE: 1/2" = 1'-0" s s 4 0 DIRECTIONS: ASSESSORS REF.: . `"'g d5 Q°� e� From Hyyannis, Take Route 132 (lyannough Portion of Map 259, Parcel 002 Road) fo 6A (Main Street); Take a right � onto 6A; Take a left onto Scudder Lane after p ��Om ,y Railroad underpass; Take a left onto Calves o SF�?J Pasture Lane; Site will be on the left towards #127. OVERLAY DISTRICT: P°ssb�e Coastal Bank AP — Aquifer Protection District Per rjg LOT 35 - t x 4 a 7A,,j , Stone wall FLOOD ZONE: =- - Q1A �' Zone A5 (el. 12), A3 (el. 11), s-.lt 1 1/ // ! /� & C (see plan) o �Nflond on na9s,Lo ated / 1 / / 1 / Community Panel No. ' /I / /1 #250001 0003 D LOT 44 July 2, 1992 _ Sal LOCATION MAP. OWNER: -�an -- - // 1 i! / / /j / - - 1� / / Scale: 1" - 2000'f Andrew S & Katherine Keck / /� / ! / .. /: � � /; ' i l \ \ \ \ �\ c/o Lorraine Pearson 109 Childs Rd. Basking Ridge NJ 07920 NIF so' l \ \ \ 7 Andrew S. & Katherine Keck \ �- / / / 1 h/ / l ~ REFERENCES. ZONE: \ \ cert#12402 / / / J M i \ \ \ ` --20---- / / / / / (.; i .\ 1 \ \ \ `\ \ Lcc 20950—P RF-1 \ \ Ct f 12402 Area (min.) 43,560 SF 34x2 \ \\ \ � 1 � 1 , 1 ''/ / / � \ \ \ \ \ � S85 49'31°w - \ Frontage- � /..100'•'� l --30� ~\ -� .- �\ \\ \ \ \\ � Setbacks: (min) 20 \ LIMI �\, � ~'_ -' •�"�•"' 15'�etbock — \ . -- -C • "� --- --\\-.. -- __.. ,.,. --- — �~ \ \ \ \ \ \\ � \\ \ -,.r ) � \ wo -� -" — \�� Front 30' PRQPOSE R \ _. \ \ } QOUBLE STA ED HA 1' BAL$5 \ _- - r - J /_ _- \ 1 \ « FENCI G \ '' \ \ \ \ � \ \\ \ ,! Side 15 - - - � \ _ 0 1 ! 5 \- �.� J-,.--- �� \ � \` \ , •.._.1 \ \ � ., , \ \ \ \ \ � Rear 15' // — 1—I ( , \ \ } I PROPOSED\DRYWELL FOR ROOF RUNOFF (TYP.) ------- - \ cr _ !I stone D►tve / / PROPOSED _ _ _ _ _ ' F.F. /EL. ��,�- i _ — __ _ Le end Test Pit �tte< A•J�R - ..._. ...._ \, \ \ � \ •\ - -------00 e ESi- 0 Y -!^ ` ` \ \ \ \ \ \ \ 1 } Q Iron Pipe L'O 45- - _ -P,�PP O DRY \ \ \ \ \ \�. \ \ > \ `�� \ %f } iQ Drill Hole 90,000,7 ...1.F + // R��OC !' J `/ �- \\ \\ \ ` ` ` ` \ \ \ \\ \\' \ \ \\ ��`` \ �2 ' ' ® Catch Basin ' w _ _ r 1 ® Drive Hydt cnt -' - stun _ _r o' ( I v``" ry q Wetland Flao I \ \ '7�•ry } t I ' ��OGs f J / / / _ J•,� \ \ \ \ \\ \ \\ / \ \\ \.` 1\ ' �• l© Water Gate (round) I 1Q. - - _ _ \ \ \ \\ \ \/ \ \ \ i } CB DH CP�,OPOJEEDoncrete Bound RA } 1 / y'� ~ \ \ \ \ \ / \ \ \ \ } } -0 Guy Anchor r-- D VEw Y } I �'% -O- Utility Pole o _ \ - rH-5 // 10. / :} :I 1 1- _ .- �.-� / r // // , - - - - -11- } l\ \\ \''' \ \\ \ \ \ ~\ \\ 1 ' ? t I 25- - Elevation Contour sF.z< ` MIN. / / i / l - i �� "� 5 $°ff .-1 _ // / 1 } \ \ \ \ \\ \ \\ \\ 1 1 1 \\ Deciduous Tree 1009' SERVE / ti� _ \ PR SED ' P OPOSrED l / / t / ,, �" r '- - '- _ ` \ } \\ \ \ \\ \\ I \D-B X - 100 SAL. \ \ \ 1 1 1 t_ ~ / SEPTIC TAN / / I .' --f- �._� i \ \ \ \ \ \ N 1 1 I i ► 1 / / / . . , :i• / ,�'.....- — •,,.. - �°°� .._- -�.• \ \ � \ \ \\ \\ � I 1 1 t i 1 Coniferous Tree Ln \ o ro40:TH-8 PoPOSEDd / Dfj / / i 1 -- - - - Gefined—A I can \ \ _ . DGE ' i:'' / tie ' �,/.' , ILA \ I \\ PROPOSED 46 _ / �oR�CA A ltr t , o iw--.. --10 -.y /' N \ `\\ `' / '' / l t 1 d` / r ,r `-•8---. _._ ,. '/ —ohm — \ �� sew— .�_oh \ \ \ \ oh 00 ��T52"E 87'2 52"W 1 , ! 1 , 1 ' 1\ \ 1 \ A O PROPOSED WORK L1Mi� / �,� ( �/ / / / / © \ N87 \ �\ \ 1 1 t \ 1 \ ► C\Z -- DOUBLE-SSAKED-HA•Y BALES / , , / / / / \ � ^ 1 (0 1 W/ SiLT FENCING �k \ � \\ / m I \ } ` U ohw / / / / / , �/' / // 1 i i AL 8VW as Flogged by ENSR / , 1L \ Located May 12, 2007 y I 1 NIF Christopher H. Kuhn + 1 \ \ \ ~ �i cert#171957 l �� \} /Mash / �Q`V /� 1 �� / �C /Edge JAL >'Jlt / 1 / FEMA Flood Zone 1 AP� ,� / /,W /' / 4 as per FlRM Panel 1 AL __ .-._. .._.. -. -.- ..-.. ,-,• ' ` ' -- ' _ — _ / ' J /� G ,i' '(00�ii'/ /' r // // 'r/i' 'i // ; 1 � rev July 2. 1992 yl ` Lot 46 VVV PET AL CRAL Vol Town Defined / i i 1 AL FEMP _ __ __. - �=' ��% Notes/Revision: PREPARED FOR: PREPARED BY Title: SiteRian _- --1- - _ 1.) The property line information shown was Engineering, Inc. CapeSury Pro osed I m rovements N SullivanFre d erl c Lowrie g g' 7 Parker Road compiled from available record information. PO Box 659 26 Cutler Road Osterville, MA 02655 Osterville MA 02655 At o /i 2.) The topographic information was obtained Andover, MA. 01810 (508)428-3344 (508)428-3115 fox (508) 420-3994 (508) 420-3995 fax Lot 45 CahlAns Pasture Lane 1" i - from on On the ground survey performed on PSWIPEOaol.com capesurvOcapococ'net f Edge of Marsh as Flogged by ;! or between 251SEP106 and 15/DEC/06. (ry EMSR Located May 12 2007 i Bamstable (Bor 7Mass__ Draft: JOD Field. nstable Village)---- 3.) The datum used is Based on NGVD 20 o io 20 ao so -- -- - -- -- - Review. PS Comp.: Date: 1 7,— 2� Scale: Project: 26005 Drawing # July 11, 2007 - ---------- ---- ---- -- --- - - - - -- -