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HomeMy WebLinkAbout0135 LAKESIDE DRIVE EAST - Health ol 1 135 Lakeside Dr East Centerville A Ong it TOWN OF BARNSTABLE LOCATION 4akt S to�, Q C dye g$`�' SEWAGE# / Lo VILLAGE C�• �e1���L ASSESSOR'S MAP&PARCEL` Oql 44/3Z INSTALLERS NAME&PHONE NO. mV0.6kt'n SEPTIC TANK CAPACITY J�Qo H j0 Tr-►k, jam LEACHING FACILITY.(type) �bC 5 cbo ere" (size) X..X%31 i�Z NO.OF BEDROOMS S OWNER cd r,� a PERMIT DATE: COMPLIANCE DATE: �f/'3�(/ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facili ty_(If any wells exist on site or within 200 feet of leaching facility) aA 4Weet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ' 3 70 &IS r No. "' 1! ,.f 1 Fee - THE COMMONWEALTH OF MASSkCHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppYication for �Digpogal �bpgt m Cou0trurtion Permit Application for a Permit to Construct( epair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. /55 -X./9 kc,j/vg /,e Owner's Name,Address,and Tel.No. /ns 1,4kep�C•`1 1/' Assessor's Map/Parcel Installer's Name,Address,and Tel.No. s'AA)„/' `,c 2/ Designer's Name,Address and Tel.No. �O? s ,j 7 —7 f2(o Type of Building: 9 Dwelling No.of Bedrooms Lot Size 3��sq.ft. Garbage Grinder ( ) Other Type of Building 2/cam /7 //Go.of Persons Showers( ) Cafeteria( ) Other Fixtures c Design Flow(min.required) gpd Design flow provided 5� b gpd Plan Date 2 fl;;?-p o :7 Number of sheets Revision Date Title 7 Size of Septic Tank 1-,*-a 0 Type of S.A.S.—E—Z ;,9sa 14 Ul— Description of Soil Nature of Repairs or Alterations(Answer when applicab)e) 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 th Kironmentatj ode and to place the system in operation until a Certificate of Compliance has been issued by ealth. Si Date Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. i Date Issued �ycrr, br 1 No. C. '( Fee / THE C�0:1IIMONWEALTH OF MASSF�C USEwTTS Entered in compuYes ter: PUBL`IC,HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS f Application'for �hgpogal *pgtem Con5truction Permit Application for a Permit to Construct( ) epair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. , �� Owner's Name,Address,and Tel.No. s'�A/1 L f r"/�•!� 3 Assessor's Map/Parcel Sob 71 SZ tV,1 Installer's Name,Address,and Tel.No. ,�" „/ 1� Designer's Name,Address and Tel.No. �__1 O -7,y Type of Building: P (G9 1 Dwelling No.of Bedrooms Lot Size J 9 .37Ssq.ft. Garbage Grinder ( ) `..Other Type of Building 57/ /,3 No.of Persons 4/ Showers( ) Cafeteria( ) r£ ? Other Fixtures 7- Design-Flow(min.required) (� gpd Design flow provided sj j� °.. f gpd Plan Date 77 Number of sheets Revision Date' `l Title Size of Septic Tank e 0 o Type of S.A.S. Description of Soil W cb-, t-( � S40'PC Nature of Repairs or(Altteeration-ss(Answer when applicab e) Date last inspected: Agreement: y 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 te ironmental ode and' =tftolace the system in operation until a Certificate of .,C-,ompliance has been issued by t i7Z�oT_. alth. Signe _ Date Application Approved by`""__... - Date L Application Disapproved by: F Date for the following reasons � a ! Permit No. 4'� Date Issued ---->------------= j---)--------- r THE COMMONWEALTH OF MASSACHUSETTS ;=BARNSTABLE, MASSACHUSETTS Certificate of Compliance i sTHIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by i i at (Q has been constructed in accordance Jjrwith the pro is 0 s of Title 5 a the for Dis osa ystem Con truction ermit No. �GU r �f 2� dated . Installer (( fir c� #bedroo �g ms Approved design flow / (� _r' gpd -�The iss/ugi e f this permit all of be co�nnstEu'ed as gg/u�arrante'e/,that.-the system i I tion as de igp d� c Date �f �.��\-�l�' XL.���1C r nspector a � l---- -1—,-r�,QT--.--------------------- ---f Noi. -�J —�p� �` Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Mi5po5al ,*pgtem Cott$truction Permit Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon.( ) System located at /- >�e,St /� tie �c,S.L�p ►(� i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructi must be completed within three years of the datQbZ Date Lv �/ Approved Town of Barnstable oFTHE Tp�, Regulatory Services Thomas F. Geiler, Director * BARNSTABLE, Y MASS. $i639. Public Health Division �0 ATFD N10�A, Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desicner Certification Form Date: 04/4/09 Designer: _Shay Environmental Services, Inc. Installer: Rons Excavation . Address: P.O. Box 627 East Falmouth Address: 81 Echo Road MA 02536 Mashpee, MA On 9/10/07 Rons Excavation was issued a permit to install a (date) (installer) septic system at 135 lakeside Drive, Centerville, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 3/28/07 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Y XX_ I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component " of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. q OF °A, (I aller's Signature) C R1 �1 q ., UO SITA..�°� I No. 1181 9 �� GISTER ., signer s Signature) (Affix` amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form JkL - , ��c7 J Town of Barnstable P# Department of.Regulatory Services �: • Public Hegi1i Division Date arertA KAM e$ 200 Main Street.Hyannis MA 02601 019. Date Scheduled Time Fee Pd. i 9,, uitability Assessment for Sewdve.Disposal Performed By: CMG Witnessed By:. LOCATION&GENERAL INFORnMATION Location Address ii Owner's Name �^^^ e\ Address. C C�` l I En 'neees Name Assessor's MapAWcel• /© 1g C Cam, . Telephone REPAIR -- �� NEW CONSTRUI�'I ION Surface Stones Land Use \ Slopes M ,1 Distances from: Open Water Body C' ft Passible Wei Area Drinking Water Well �+ ft ft Property Ling �ft Other ft _ Drainage Way .,.,„. 4 SKETCH:($treet name,dimensions of lot,exact locations of test holes&pert tests.locate wetlands in proximity to holes) i __1 IZ 4i Ct7 ' ,> t • QQ • w rn ry l i Depth to Bedrock Parent material(geologic) / Weeping from Pit Face Depth to Groundwa*.. Standing Water in Hole: Estimated Seasonal 1jigh Groundwater DtTERiVIINATION FOR SEASONAL HIGH WATER TABLE Method Used: in. Depth to saU mottles;Depth C/b�erved standing in obs.hole: in Groundwater Adjustment f< Depth toiweeping from side of obs.hole: Adj,faetor__,�.�- Adj,Groundwater LtVul n Index Well# _ Reading Date: Index Well level PERCOLATION TESL' Dille- Observation -- Observation Hole# Time at 6" -�- -- �� r Depth of Perc Time(91'41 ---- Start Pfe-soak Time.@ -- End'pre-soak Rate MinAnch Site Suitability Assosment: Site Passed Site Failed; Additional Testing Needed(YIN) original: Public Health Division Observatiot Hole Data To Be Completed on Back------ ' ercola ipn test is to be conducted within of wetland,you must first notify the ***If / P � n 100' trot to beginning• Barnstable C40servation Division at least one(1)wedk p i 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i tenGravel) 19- -14a 4�a t`_S 1b Q-3 0/A, ,` L. DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsistene %Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling.;. (Structure,Stones,Boulders. Consistencv.%Gravel) 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi an ra I Flood Insuranje Rate Map: Above 500 year flood boundary No___ Yes within Soo year boundary No._� Yes within 100 year flood boundary No,Z Yes Depth of Natu#a OCCUIM Pervious Material 1Does at least fo feet of naturally occurring pervious material exist in all areas observed throughout e area proposed f r the soil absorption system? j, If not,what is the depth of naturally occurring pervious materlal7 Certification � . I certify that on. i� i (date)I have passed the soil evaluator examination approved by the (Department of�nviron ntJJP"rotion and that the above analysis was performed by a consistent withp "ence described in 310 CMR 15.017. the required training, p ` I . 0 (Signature Date- =1-----�' l 0 + Q:%SBPTIC%PBRCI ORM.DOC 1 6 ri~ O C. N N C. H W C SPARKLES ONTHE LAKE 13. LAKESIDE DRIVE EAST,]QENTERVILLE MA 02632 architect MARYANN THOMPSON ARCHITECTS 14 Hillside Avenue Cambridge,MA 02140: is 617.491.4144 f:617.491.3644 general contractor JOE VAUGHN structural engineer. VARN PHILBROOK,FELCO ENGINEERING 1 Na mskaket Road Orleans„MA 02653.. mechanical engineer 'TBD r TBD surveyor TBD TBD j septic engineer TBD TBD r , r } • ` i [A Z' Q_ w Cq4 O= P W J N 2 Oy O 4 M W O O O • c N o') w F F" it ii. # n.z w 0 ,^ z z z 222 F J 0 N W N L- U > L7 z y W w W W T w o INDEX z REY;rD O - SPARKLES ON THE LAKE 135. LAKESIDE DRIVE EAST_, CENTERVILLE MA 02632 ARCHITECTURAL AO.01, EXISTING CONDITIONS ® AO.02 EXISTING CONDITIONS AO.03 EXISTING CONDITIONS A0.64 EXISTING CONDITIONS A0.05 EXISTING CONDITIONS A0:06 EXISTING CONDITIONS A0:07 EXISTING CONDITIONS • AO.08 EXISTING'CONDITIONS ®- A1.01 SITE PLAN o A2.0:1 BASEMENT FLOOR PLAN • A2.02 MAIN FLOOR PLAN • A2.03 ROOF PLAN A3.01 RCP-MAIN FLOOR A4.01 EXTERIOR ELEVATIONS e A4M EXTERIOR ELEVATIONS • A4.03 EXTERIOR ELEVATIONS s A5.01 BUILDING SECTIONS • A5:02 BUILDING SECTIONS o A6.01 SCHEDULES A701 INTERIOR.ELEVATIONS ®. A7.02 INTERIOR'ELEVATION3 ®. NOTES. . - -, i.'TNE CO;7TRACTOR SHA1Lf4SORE•THE f.'AST�Ct1RREttT ORAYtR:GS SF'cCYfiGATKN.38.;Piia'ECT-- MAt1UAi,ADDEftDA;A#U OTHERF(tOlECT INFORhAih�4:13.DSTRGiUTEOAKO USED.'AST -EAM FOR COWLETION OF THE PROJECT, 2THECONTRACTOSHALL VEREFY:Al1 pmTptlS 4054T.PtiHf DR.Y73iw AftD A'Ji`Y7kE .61ECTO4AftYDISCREp1:h'CES,: GENERAL NOTES. MARYANN THOMPSON ARCHITECTS - 1.DO NOT SCALE.DRAtAANGS.DRAWINGS FOR DESIGN s H;L siDE AVENUE. 1NTENT'ONLY.VERIFY ALL DIMENSIONS IN FIELD.: CAraBRIDCE,-taa 02140. T. 6174514144 - 1 2.STRU-CTAJRE-AND-HVAC TO BE DESIN.G BUILD R, 617 C_i a44 I PRgVIDED BYCONTRACTOi2. bilk MNGS tO BE I ENGINEERED AND STAMPE¢¢BY A REGIST RED 0 -== I NEWCARPORT STRUCTURAL ENGINEER BI?FORE.CONSTRUCTION. N I 3.ALL NEW LUMBER TO BE FSG I N CD A ALL MATERIALS;MEASUIJEMENTS,ME4S AND Q I METHODS OF CONSTRUCTI)DN TO BE VERIFIED UNDER I THE JURISDICTION OF THE BUILDER. THIJ SET IS A I tti I DESIGN DEVELOPMENT SET ONLY. I J., i f I tI PkEVi EN7RY C.SNOPY I, I i I IJ -- - PROPERTY LiP:E •i. :W. u LAKESIDE DRIVE EAST Q I ' , ( w I I I I w _.� I —� o; - - 1 I I - i w' i. ---------------� j I I ---_--- I I DOR Q. NE- h!ER. I J 1, •— Lo i 1 —.J i t I 1 1 1 j 1 ... ) - A' ) PROPOSED DECK z -� 1 .... 1 HEWROOF _I V SETBACK-LINE :PROPOSEDDECK i f - co I f.. _=-_ 1 - DESIGN I _ _ DEVELOPMENT SET j' i f NOTFOR CONSTRUCTION. - 1 (. EOGE,OF WATER _ - I _ �_.. I REVISIONS: SET DATE CURRENT ISSUE: :SET DATE' 01 .PROPERTY PLAN ®Z SITE PLANDo•sET e3 zi.0� --------- ------ SCALE:t"=2U-,0 SCALE:I1W=P-9' : DRAWING TITLE: SITE PLAN A1 .01 GENERAL NOTES: MARYANN THOMPSON ARCHRECTS 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HILLSIDE AVENUE: INTENT ONLY-VERIFY ALL DIMENSIONS IN FIELD. CAMBRIDGE,MA 02140 T 617 491 4144 a 2.STRUCTURE AND HVAC TO BE DESING BUILD F: 6174913844 PROVIDED BY CONTRACTOR DRAWINGS TO.BE a ENGINEERED AND",STAMPED BY A REGISTERED STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N i3 Yl YIA$H'_rZF_'BYER M 3.ALL NEW LUMBER TO BE FSC E.XOST.LAUNDRY CHUTE N C) 4.ALL-MATERIALS,<MEASUREMENTS.MEANS AND Q METHODS OF.CONSTRUCTION TO BE VERIFIED UNDER `o V 6u1_Dit^ E ^\ r� DESIGN JURISDICTION:OF THE BUILDER. THIS SET ISA 1 �_ € ESIGN DEVELOPMENT SET ONLY. J Lc;l nBOu'� I � -- J j C07 ? `\ ODS 005 REPLACE >•16'vT. UTILITIES \` iAVN,^h2Y ®� BAFf102 W'7N7":T I.IJ I O I S ZE NE'.'T CLOSET FOR U ( —7 FUTURE TREADMILL STORAGE wNv— CLOSET i Ia— —.r--._..—.—.--.-----. EXIST GEIU;<G.BERJb1-- —_ — e _. —_.__.._ w 0'.] �EXISTitiG 57RLCTURAL CCLV iFJ:O———— --- ------- j CEIUUG'FEAM TO BE RELOCATED AS Q �p REQUIRED BY.STRUCTURAL ENGINEER. I I �+ NEW lid WALL TYP: w, _14 f I I i Oi.'AS.OI I I 0' 4D3 W I� NEW oPEN MSER REC.RO,OM� BEDROOM W BEDROOM04 X I ( tI WOOD STAIR �R£Pnc£r.;ErtT J VANDOW-—— '��• UNEOF CEIUNG EDGE' ' M' -- �( r -- ————— ...- I (HOTWATER NEATER PLACEMENT 1/Et:T NCa AND GGDS TSLE TO BE PER HOn ATER I I ____�' EXIST.WINDO.! .EXIST.SUDER TO NEW EGRESS REPLACEMENT I. I I LwA.UFACTURES SPECIFICATIONS- 'HEATER -_ I I - TO REMAIN REh1A/r1. WINDO 1 TO.BE.R_SIZED.AND 1 �. tNEWWALL + RELOCATED PER;LOCAL CODE uj.. EXIST,SUDER TO 1 I I 'BVLT itl COUNTER i.! REMrLN •Oi I SOLAR THERMAL STORAGE ARil. of I I (8Y OWNER) ""\ I Ravi:DsrAr?t_esssrEL---;-zp; t6Yo N£� r''� CO1V.A.NS-T.YP PLACEh1E(tT A:NO ( (RUaB£Rh1=h18RANE `r'- _ `-'7`~ \. I SIZING BY STRUCTURAL ENGINEER ROOF ABOI c) '. tO \ e. -Z OIIASAI _ �ti ROUND STAIN ESS STEEL'--t10) €' COLUfJNs.TyP.'PLACEAiaam0 I O ([ I I ZE111"T.11111 IZING BY SIRUCTURALENGIN_ER\ t. ��—tIEiY BE71CH I '. FLOOR TO _ \ EDGE OF RUDEERx MBRAN£ t.'01 Cui 'LI4E'OFDECKA59VE BALLROOM. r `^-1 ✓ GAS'FIREPLACE INSERT" I 1 ;/ I . 1BYOW.NIR+. t— I. NEW ALUM_ - DESIGN l\ II DEVELOPMENTSET NOT FOR CONSTRUCTION I ' E £X15T\'NOOw I FLUSH FRAXE E)OST; i .- TO REh1AR'.... I ( GENNO 8=AN I I. I,I REVISIONS: ' i1 SET � .: GATE. ICI - EXJST',5UDER:O. t W ALU:St. REr:hIN WINDOWS IN EXIST, OF ENI GS. CURRENT ISSUE: ` SET. GATE DO 5t—T 0324.OT DRAWING TITLE: BASEMENT'PLAN 1 BASEMENT. SCALE:114"=1'-:0" �� /� PLAN 2'.01 I t i t GENERAL NOTES: aAARYANN TrioMesoN S S ARCHITECTS I 1.DO NOT SCALE DRAW NGS..DRAWINGS FOR DESIGN 14 HILLSIDE-AVENUE I t INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD: CAMBRIDGE.MA 02140 I 4 T: 617 491 4144' o 2.STRUCTURE.AND HVAC TO BE DESING.BUILD 617 441 M-14 i PROVIDED BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o I 1 STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N I 1 1 M 3,ALL NEW LUMBER TO BE FSC I S LR:E OF TRANSLUCENT 4.ALL MATERIALS,MEASUREMENTS,MEANS AND �( ROOF 45OVE METHODS OF CONSTRUCTION TO BE VERIFIED UNDER S THE JURISDICTION OF THE BUILDER. THIS SET IS A I DESIGN DEVELOPMENT SET ONLY. LU I -'3fi'BLUESTONE STEP TO I 4L--WS DE BLACKSIisTE ----.--- f'ItJ ALOM.1•Ft.00yr. - NE14i RhD011:N U OF EXIST;SOFFIT ABOVE E, 4 `!EXISTING ND Vr. EXNE V DO:v' N ( LLLLI_. GARAGE DOOR OPENING I. / i _� �_—__ _.___ _—.__.__._—__ LINE OF DORMER ABOVE W- r-- U I I i MASTER BATH El BENCH -103 IAVtJORY C`RR 105 § I SITTING ROOM TO'EMSEM_NT 'W' -1 ) UNEN CLOSET i O BEDROOMOt I. : - NEYJEGRESSY4JDONitl 4 II I -- _ ��—J (L EYJSTING OPENING RESI2E 1 10) I A AND RELOCATE AS RED BY '� ENTRY LOCAL CODE: .,u..e. sv, �,r,�r-- I .,.. STRIPS OF AT ENTRY OF BLACK SLATE EWST,FL06R THISAREA- FLOORING. , v J RAISE 30'TO MATCH EXIST..£ _ LINE OF DORMER ABOVE lJEW K1!lWYl Ui xa HDUBE EXISTINGOPE 41tJG Y FLOOR TO =-`0 105- .J 6•i000 MATCH E%IBTING J� MASTER BEDROOM J7 1 4 m 071AS a_ OPENINQJC'ROO}d } I �. f W 3 }i( t EYl EORESSYAt:DOtY1N' 'BEDROOM02 108 EXISTING OPElJIl7G RESIZE Y` r/rrr 3 ANDRELOCATEASREO, 8 BATH OI BY LOCAL CODE' ¢¢ L �( LINE OF I 8 I V i• 't OORL:ER ABOVE W ( i I � tJEW SUD R T PANTRY I€ �• i _ __ (EY'OWNcRi j(1 aIi il ) 13 II. ! 53. I 'I ;€ I'r• TiT�TIi77i =.� O uj NUMBER OF STAIRST0.8E "G Mw OETERMINED IN FIELD _ _ I II€ f ? I fa IE I �y I RELOCATE F 13 Er [Ej .f� E it lil i __ EXISTING TSUDER �� '�� i; (€ '(' <i:. I �:I� II.I I' li TREX 1 QECN.:`6... NEYd.5Uv7.•_R. KITCHEN ?�, �.. I f' ., jRUOBER MEMBRAX£. pI€I (BY OWNER)'. }YOOD FLOOR TO lE ROOF BELOt2 I'iI L;ATcH EXISTNG, ; )'iAsm IL NtZ'J$ENCH' _ - I ,f DESIGN DEVELOPMENTSET NcYt GAB ENSERT' � ft.� la 1 :FIREPLACE - I - `�---� i NOT FOR -: t a { CONSTRUCTION I 1 NEW LANrSCAPE STA1RS(8Y D'NNER} G R REVISIONS: LNQJG I ODLL. I ! =Nytt W.NDO}45 NEW BUCtt SLA7E - J SET DATE I FLOOROJG TO MATCH. I EF/tRY I ! I CURRENT ISSUE ATE : ..I:E'.•1 VlNOOYla JI .N B �_ •— .. SET D . L L DRAWING`TITLE: NEW49N66,h5 O . MAIN.FLOOR PLAN FIRST FLOOR': 7 8CALE:'114"=1-A. / ELAN GENERAL NOTES:. MARYANN.THOMPSON ARCHITECTS' 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN; 14, MI-CS0E AVENUE INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD. .CAMBRIDGE,9.i 02140 T: 6tV 4914144 . 2.STRUCTURE AND HVAC TO BE DESING BUILD F: 617 4qf M44 PROVIDED BY CONTRACTOR. DRAWINGS TO BE T NT ENGINEERED AND STAMPED BY A.REGISTERED o STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N ANDORT M 3.ALL NEW LUMBER TO.BE'FSC [V 4.ALL MATERIALS,MEASUREMENTS,MEANS AND Q METHODS OF CONSTRUCTION TO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER, THIS SET IS A DESIGN DEVELOPMENT SET ONLY. W J NOTE:ALL CRICKETS AND VALLEYS TO BE TREATED WITH W ICE AND WATER.SHIELD: �- z ------- ------=--------'---------=---------- W I --- ---- --- ---- ------- - ------- J ttitJ�Y W iREWA00F THRaU^uHaUTJ > IrEW DaRN.ER - ROOF MAJESTIC SLATE COLONIAL SLATE Q SLATE TILE RCOF SYSTEM.COLORITCD., w FRO"ECO STAR, 0 CARLISLE•600.211.7170 W Y . Q I --7 Lo 1' i aM- v NEtYQORM1REFR'. L I I C I 1 i � I Vh�sEY / `'r(t I ( FUTUaE P(Sy D, PEACEARETR Lu L------.-------._----- ---- � r 4L'-W.GUT7ER AND Z DOWNSPOUT ui f. f f I I1 !I � iil NEWiIQ.GUPPER rn.za scupvat LL/. olrAsm Tit 3 0- .:. tf I DESIGN DEVELOPMENT SET i NEVJ:RIOF I C NOT FOR arcuT Ea u D I m tDucq DUT CONSTRUCTION REVISIONS: 6 SET. DATE. I: ! a I I . L � il. f j CURRENT ISSUE:.. SET GATE. I I. OD SET 03.21.07 --' DRAWING TITLE ROOF PLAN ROOF PLAN SCALE.U4 -. _O — - '= A203 77 GENERAL NOTES: MARYANN THOMPSON ARCHITECTS 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN, 14 HILLSIDE,AVENUE INTENT ONLY.VERIFY ALL.DIMENSIONS INFIELD. CAMBRIDGE,MA02140' Tt 617.491 4144 2.STRUCTURE AND HVAC TO BE DESING BUILD F. 61TO11 3844 PROVIDED BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o STRUCTURAL:ENGINEER,BEFORE CONSTRUCTION. N -€ M 3.ALL NEW LUMBER TO BE'FSC tV O 4.ALL MATERIALS,MEASUREMENTS,MEANS AND Q METHODS OF CONSTRUCTION TO BE VERIFIED UNDER 2 THE JURISDICTION OF THE BUILDER.THIS SET IS A DESIGN DEVELOPMENT SET ONLY. J J_ 03- T04 SITING ROOM .MASTER BATH w L EXISTING CEILING z 106 _ ENTRY TO RErdAI-N (jJ BEDROOM Oi _NTfiY CLG�i1'v'7 CLG�t^F� EXISTING CEILING-TO REMAIN 1 CLG=GY.rd W' UJI >' .EXISTING CEILING TO REMAN 105 w. k4ASTER 6E0RCOh4 Q. - OWING ROOM .W: 107 BEDROOM 02 —I--I �. CLG-GAs - SATH 01 I.T CLG=GW6 M°. DORMER CLGxiY.2 � 102:1 PfrYTRY I .'102... I:17Ct1°JI' FOR W J Q '(L^ V♦ 110 Lnnnc noDhi DESIGN c1c=Gwe` DEVELOPMENT SET NOT FOR CONSTRUCTION REVISIONS:. SET DATE CURRENT ISSUE: SET DATE OD SET 03.21:07 DRAWING TITLE: of REFLECTED CEILING PLAN REFLECTED SCALE:Ua. =i'-'a' CEILING PLAN , GENERAL NOTES: MARYANN THOMPSON ARCHITECTS 1.00 NOT SCALE DRAWINGS,DRAWINGS FOR DESIGN 14 HILLSIDE;AVENUE INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD. CAMBRIDGE,mA 02140 T: - 6174914144' 2.STRUCTURE AND HVAC TO BE DESING BUILD .F: 617 4913844 PROVIDED BY CONTRACTOR: DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o r ucan•>t ;;ss x: .recrs N-4DORMER STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N M NEW RocF 3.ALL NEW(UMBER TO BE FSC o NEYl CRiC%Er 4.ALL MATERIALS.MEASUREMENTS,MEANS AND C3 .�? TREATEOV.iTHICE NnATENTRY R AvpLvrTERswE�o METHODS OF CONSTRUCTION TO BE VERIFIED UNDER AT ENTRY ` € THE JURISDICTION OF THE BUILDER. THIS SET IS A -' :DESIGN DEVELOPMENT SET ONLY. � W > ... ll -- EL Tars Z U B.O.CLG:MAI LEVEL .... ...__....... .....___._ 1 tltt i U) ... W ._ ... ...._. _ ....._ ~— 1 ,. T,O,F:EI.9A NLEVEL WELI .... ..._ I. ....... ........., .. _ _ ........I ._ _. ... ..... i — .. .... .......:':: ': T.O.CONC:GARAGE. t �... _.. ..... �IEL [ Q REPLACEMENT EGRESS "' NEWVANDOW WNDOVPS,RESIZEAh'D _ 8.0,CLG.SASEMEMT RELOCATE'AS REOUREDBY � - I ELSV'B V7 w CODE_ - - -.. E 5 WNDOW TO REMAIN ... ..I. Q'. NEWMA'10GANY HANDRAIL YJ( .... _ --- �I .,� 0) GLASS GUARDRAIL ON GALV W FRAME.PROVDE SUBMITTAL NEW CEDAR CLAP80ARDS WEATHERED TO GRAY _ T.O.F.F.BASEMEN Tcy Ln. EL 9 V-8" C'!) c� NEW CEDAR CORNER BOARDS' 01 WEST ELEVATION WEATHERED TO CRAY Lu SCALE:1/4"=1'-9' Q W z -- : Q NEW DORMER U) ROOF:MAJESTIC SLATE COLONIA 1. - - POLY,M TRIO SLATE:TIt£ROOF NEW,wNwNS ROOF:MAJESTIC SLATE COLONIAL !—— —————'———"———'— '—— 1 SYSTEM COLORTBD:FROMECO. FOIYMETRiC SLATE TILE ROOF I LOCATION OF FUTURE UNISOLAR STAR,CARLISLE 800.211;7170 NEW-0AAHOGAN!LOUU"iS;TYP.. SYSTEM,COLOR T6D.FROM ECO. I_ P.V.SYSTEM(8Y O{{!;Eft) STAR.CAR ISLE 800,211.7170 fNEW MAHOGANY NA.YDRAlt Wl ' Q 3' __' GLASS GUARDRAIL ON GAJ:V, FR E PROVRJESDBMITTAL .i I a H.O.GIG,tAAitd LEVEL Ie NEW MAHOGANY HAN'DRAILWT. t \ . GLASS GUARDRAIL OTf GFLV.� .. J � ) : � ..... .. DESIGN : FRAME.PROVIDE t \11 / �II� ,. .. ! ! I i 1 DEVEIOPMENTSET ! i — NOT FOR L _ CONSTRUCTION t :_. ...:.:...::. .. - ... .. T.O::F:F;MAf4 LEVEL`. . -_. _...... _...: _:..... ._.,.:.. .:...I .. ..........._ ' ::::: ...... ARAGE:► REVISIONS: . El 49'-2.3/4+� SE7 DATE T.O. LG:BASEt•9ENT EL 98' �- :NEW 7Rc%OECKWf �:• � - ' -c FUTURE SOLAR HOT. -.WATER.STORAGE BELOW ....._„ ' :I: ._.:' .J:I t - - T,O F:F,8ASEMENT� _____ BRUSHED85 STRUCTURAL - - NELV CEDAR CLAPBOARDS, EXISTING ALUM SLIDER NEW MPRINEGRM+E E%LSFitTG W1NDOWT Nf'W SLIDERSIN - - c CURRENT DATE EL 91'8" ENT' _ MAHOGANY PANELS- O BRJSHIO S.S.SiRt�TUR�L NaVEGRESSYRNDOWIN COL SIZE NNECTOCAROH - WEATHEREDTOGRAY: REMAIN - - £)ISi;OP'tlitlG' COLUMNS,VERIfYlOCA710N EXIST.OPENING' 'DD SET 03.21.07 SIZE,CONhECTSONKITH U SIZE.CONNECTJON%MTH RESIZE AND RELOCATE AS: STRVOTURAL ENC>'tJEER' �' NLIYALtiM(MNDOWS,{N'�-- - - - EXISTING ROUGH OPENINGS MAHO"EmlGANY FcN RISER STAIR,; STRUCTURAL,ENGINEER - awLGGANv TREADS RED:By CODE DRAWING TiTLE: WEATHER TO GREY - - EXTERIOR ;OZ SOUTH ELEVATION ELEVATIONS SCALE 1/4":=1 G" A.4.01. GENERAL NOTES: MARYANN THOMPSON ARCHITECTS 1,DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HiLLSiDE AVENUE' INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD. CAIABRIDGE,hAA 02140 T; 617 4914144 NEW RUBBER ROOF 2.STRUCTURE AND HVAC TO BE DESING BUILD F: 6174913844 NEWALUM.Nf.Y.DOWS PROVIDED BY CONTRACTOR. DRAWINGBY ER BE t:t10EDAR LOUVERS ENGINEERED AND STAMPED BY A REGISTERED o tiEVl DORh•.ER STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N I M 3.ALL NEW LUMBER TO BE FSC I ...._ C> I -1 4 ALL MATERIALS MEASUREMENTS MEANS AND METHODS OF CONSTRUCTION TO BE VERIFIED UNDER ! - - THE JURISDICTION OF THE BUILDER. THIS SET IS A _:� � - - DESIGN DEVELOPMENT SET ONLX: J ._ lAAit l iDTE{ I I W B:D.CLG. ..1 ( F< W I � € U �11... .. .. _._ 11IH _.. ..._ .._ .... ... ... .._ T.O.F.F.tAAlN IEVEOa-aIh, I f� 7,0.GONC,GARAGE ELST 3'T' i I Ui T.O.CLG.ekSElAEN7- �I I € EL 59'-BW'- EXIST.WIN WINDOW TO REMAIN I W NEW MAHODANY NANDRAIL.W/GLASS ON GALV. ET- W FRAME.PROV13E St3hFiAL T,O.F.F,BASMEN Y EL 91'-8" Q NEW CEDAR CLAPBOARDS NEWAL...VANDOWS NEWTREXOECK J WEATti=_REDTOGRAY NEW OPEN RISER STAIR. STAINLESS-STEEL NEW DECK STRUCTURE -STRINGERS,MAHOGANY Ch TREADS V7EATHER TO GREY W 01 EAST ELEVATION SCALE:1/4"=l'-9' "3 �W z �0 V N=WDORMER --�� / W NEW DORMER AT.ENTRY NEW ROOF THROUGHOUT HE1'y WINDOW®.EXIST �A GARAGE DOOR QPENINGx DESIGN VO / \ h ♦ i� �\ --- DEVELOPMENT SET NOT.FOR CONSTRUCTION € i f REVISIONS: _�.::i.. I ..{ DATE _ t —� �..._. ...... _ T O CONC.GARAGEi>•L —_ -4// . — - T.Oi'CLG.BASEMENT NE-mmNDOWINEMST:OPENING - :.NEN 51NOO—I.NEXiST,OPEN1tdG,.. _ PAJNTEDTRO: CURRENT ISSUE., SET DATE' T,O.F,F BASEMEt3T;ti: DO'SET- 0121,07 DRAWING TITLE: EXTERIOR ` 02. NORTH ELEVATION . ELEVATIONS SCALE:1/4 1 '0 GENERAL NOTES: MARYANN THOMPSON ARCHITECTS 1.DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HILLSIDE aVDWE INTENT ONLY.VERIFY ALL DIMENSIONS INFIELD. CAMBRIDGE,MA 02140 T 617491.4144 2.STRUCTURE AND HVAC TO BE DESING BUILD F. 617491 3344 PROVIDED BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o STRUCTURAL ENGINEER BEFORE CONSTRUCTION. 04 M 3.ALL NEW LUMBER TO BE FSC N Q NEW WOOD FRA%IE CARPORT NEW WOOD FRAME VlALhVlAY 4.ALL MATERIALS,MEASUREMENTS;MEANS AND Q NEWWOOD FRAME CARPORT WITH TRANSLUCENTROOF WITH TRANSLUCENT ROOF METHODS OF CONSTRUCTION TO BE VERIFIED UNDER WITH TRANSLUCENT ROOF NEW CEDAR CLAFSOARDS THE JURISDICTION OF THE BUILDER, THIS-SET IS A CLAPBOARDS GRAY DESIGN DEVELOPMENT SET ONLY. NEW CEDAR GLAPSODs w WEATHERED TO GRAY NEW EXTERIOR STORAGE 4 .. _. ... ._ ...... 1 1 t .._... ..: .... ....... ..... 1 ff W E�3 1 j I I II � � � 11 I� } l S i I r u 0 w 0 U) w 01 SCALE;1/4"=V-0" L4 CARPORT EAST ELEVATION 01 CARPORT'WEST ELEVATION SCALE:114 ='1'-0" w J NE%V MARINE GRADE L6s MAHOGANY PANELS LLJ NEW DOitll£R - I Z ova' -NEVI ROOF THAOUGHOU\- W t:EVJM.'LR[NE GRABS MAHOGANY PANELS. ---, R.O.GLG.t.SRIV L0. EL EVEL VJ Hil ——_ NElY WiNDOI"l GPEY.ING' I. J \ � (�� NEWNAHOGANY HANDRAIL / \ 33) W!PLEXIGLAS GUARDRAIL / I t ON GALV.FRAME ------: I _— DESIGN DEVELOPMENT SET E .. ._ .. .. _ ; .. NOT FOR 1 _ ........... CONSTRUCTION _ .:.:. I I T.O.f.F..M.4iN LEVEL�y _... .! - .., ,.. _.. .. TO CON-GARAG4_... EL 99'-2 3<"- ..,, TO.CLf3l.BA5EMENT' REVISIONS: "NEWTREXDECKVl/ .. �. STORAGE 6ELOS•t ? EL58S812". SET DATE . T.O.F.F.JJ ©ASEMENi�+/ 91'r8" .. .... .:. 'EXISTIING A'EIY SUOERS IY. � SS:STRUCTURALCOLUMNS tNEWEGRESSWINOOIN IN '1'F,NOOW 'E%IST.OPENING' -VERIFY LOCATION sizE, EXIST,-Or?EN314 CURRENT ISSUE:. CONNECTIONY4TH RESRE:ANDRELOCATEAS STRUCTURAL ENGINEER.- REO:BYCODE - SET DATE DO SET 03.21.07 DRAWING TITLE: EXTERIOR 0 SOUTH ELEVATION'(UNOBSTRUCTED) ELEVATIONS SCALE:1/4"-1'-0" : A4. GENERAL NOTES: MARYANN THOMPSON ARCHITECTS 1..DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HILLS DE AVENUE INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD. CA}hBRIDGE,MA 02140 T. -- 617 491 4144 2.STRUCTURE AND HVAC TO BE DESING BUILD F. 6.74913844 PROVIDED"BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o —� STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N U , � 1 ALL NEW LUMBER TO BE FSC L_ _ H. B O.CLG.MAIN LEVEL 0 EL fors 4.ALL MATERIALS,MEASUREMENTS,MEANS AND rxroODigiMAT METHODS OF CONSTRUCTION TO BE VERIFIED UNDER ALL VANDOWSrrrP �; THE JURISDICTION OF THE BUILDER. THIS SET IS A DESIGN DEVELOPMENT SET ONLY. J ---E--- �I --- _ — W T.O.F.F.MAW LEVEL �— EL 107-0" z T O.CONC..GARAGE w I ¢ EL99'-2314" T'C CLG.BASEMENT I� 'El jjj Cliff t% '.;� /. _ / Jr / „r r�' ,i r' '; ,•/._' �. EL 91'-8'. %/ /•f=�`ff/.� i 'ji'/ %,f r rl�,,f %;/`'`f/, r frJ ,•/// .: /.'f/ f. M r BUILDING SECTION � SCALE:1/4"=1'-(r � J IJJ /0 ui _ $:O.%G.MEN LEVEL: - 1h1NDOWTO BATHROOM 2'Y1DOD TRIM AT ALL WINDOUr.7YP, [ - �G'm NP, CL _ GAS.FIREPiAL<.-. .. s I I_ STRUCTURAL EN(if-VEER TO' 70AS<80ARD_ [ I RESIZEAHD.RELOCATE _ _ I. E%ISTING SrRUCTURAI: T:O:F:F.:MAIN.CEVEL -DESIGN COLUMN AND BEAM AS - - - EL 1oao' DEVELOPMENT . REQUIRED.CONTRACTOR TO - SET vERiFY NEADn<cKiai. / / fr'/,; / i/ / / l TO coaC.GARA�E EVENOT FOR LANDING PER LOCALCOOE / ! / / EL 99'234" D REDUIaEMEitrs. ' % j` ff/`,f CONSTRUCTION to CLG BASEMENT l6. .. , ff,'` � f/ EL 48'-8.1W 1Y' r GWB;TYP- � �`� !.''',fs. .� � off - ' -�� I NEW OPEN RISER' l/ rf /r f /} GAS.FIREPLACE _ EEC PALMED STEEi'STRIkGER � � ' � '` /r�� /F REVISIONS: GATE- . .% /``/ TBASEBOARD - 7tiA5EPAARD ,,'r` `/ f=�',% • /'�i'f i•r : TO. F.F.BASEMENT,.6. f f f � /''./� r=J,'�-��� /" _,/' fr' r/',J � f�/ ,� ,;11f /�;.,. �.iFr`� ✓�/ .�fi F{ .`r./r., /'_/' �.'fr / /,f�.. � !''.r`'' •/ �� >� �,.'r r�/ /� �%f` � '/r ��:_� /ice -/� � r. ':�'• r,%'./.F ��� ''' /�,`` /� / f. ✓r .,' CURRENT ISSUE: SET OA7E... / .`i f./>� sir /r,i'/ .r '1 '.l•/ ,.r.''r./ ! j ./'. `. f ,/, / .-._ CD'SET _ -. 03.21.07 , RAWING TITLE: BUILDING QZ BUILDING SEC,TI"ON: SECTIONS SCALE:114"_1,_0 Il :.O GENERAL NOTES: 14ARYANN THOMPSON - - ARCHRECTS I,DO NOT SCALE DRAWINGS.DRAWINGS FOR DESIGN 14 HILLSIDE AVENUE. INTENT ONLY.VERIFY ALL DIMENSIONS.IN FIELD, cmiaRIDGE.MA02140 T 6174914144 2.STRUCTURE AND HVAC TO BE DESING BUILD F: 617 491 3844 PROVIDED BY CONTRACTOR, DRAWINGS TO BE ENGINEERED AND STAMPED BY A REGISTERED o -as STRUCTURAL ENGINEER BEFORE CONSTRUCTION. N cM j 3.ALL NEW LUMBER TO BE FSC N O 4.ALL MATERIALS,MEASUREMENTS,MEANS AND Q j METHODS OF CONSTRUCTION TO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER" THIS SET IS A W \ DESIGN DEVELOPMENT SET ONLY. J �—G,a,rep. -- �Gvm, EWE z BASEBOARD W T.O.F.F.MEIN tEtFy, T.O.COL GARAGEh W Les':ENT V TO,CLG BASElAENT,1, t EL 9&b 1Z l LLI T.O.F.F.BASEME:JT:y, � El i.tl /F./�;��/,' i/ / :�i� .%'`•'!'�rr�:trif f�.�f� r.r /f� ri,r./ '`/",.+'� r�i r Y Lo O1 BUILDING SECTION SCAW F- Z 0 LLJ J — n_ 7 Ef j —avm,np. " DESIGN :rBAssSOARo- I ,€, EE G'e,TVP'—\ - _ _ - _ -DEVELOPMENT SET 1 - To:.e.F MAIN tEVEt,1,-.. NOT:FOR -- T.O.COtdC AG :6: CONSTRUCTION EL 99'2 3+4" T.O.-CMBASEM EL SW-A 17 REVISIONS' SET DATE.. i T flASEBOARO /r^f°`f'``/ •/ %:`%/•`" / � '� `T.O.F.F BASEM14EIJT:y:. % CURRENT ISSUE: SET-. !" ` ����� � /� ;% `,r✓/��' / r� / % / � // �/ �/� ., .. DATE DD SET 03,2U7 DRAWING TITLE BUILDING , 02, BUILDING S;EGTION SECTIONS . SCALE:1/4"=V-0 A5.02 GENERAL NOTES: MARYANN THOMPSON ARCHITECTS I.DO NOT SCALE DRAWINGS,DRAWINGS FOR DESIGN 14 HRLSIDE AVENUE INTENT ONLY,VERIFY ALL DIMENSIONS IN FIELD. CA!BRIDGE,%IA02140 T, 617 491'4144 2.STRUCTURE AND HVAC TO BE DESING BUILD F: 617491 3d14 PROVIDED BY CONTRACTOR. DRAWINGS TO BE ENGINEERED AND STAMPED BYA REGISTERED o STRUCTURAL ENGINEER BEFORE CONSTRUCTION. y N M 3,ALL NEW LUMBERTO BE FSC I N 3 O 4.ALL MATERIALS,MEASUREMENTS,MEANS AND Q METHODS OF CONSTRUCTION TO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER. THIS SET IS A DESIGN DEVELOPMENT SET ONLY. W J _J IZ' GYe'B,TYP. 1— w LLI `1 Fry_ U) SHELVES W I - SYELVES. 0 w GAS iN&ERT FIREPLACE 'I (BY OWNER) -f t w HID BENCH R WALLS JADE SUPPORTS:IN Q t17 Crl. 2':`SMESOARO.. E `- 17YP, W S .TW 01 LIVING ROOM-WEST SCALE:1/2" 1'-0" 0) uj J 0'. - ----.. DESIGN o OPEN RISER STAIRS WITH PAINTED DEVELOPMENT SET -STEEL STRINGER STRUCTURAL NOT FOR V GxFd TYP:. ENGI?1EERT PR ONSTRU C TION C EElGWEERttvGONALL STALKS REVISIONS: I - .:SET DATE .-. ' -GASINSERT FIREPLACE.. WOOD.BENCH WIT?i. _ (BY OWNER) - HIDDEN SUPPORTS I<N .. ... WALLS DRA`L4ERS. - 7'BASEBOARD. TYF.` TYP, CURRENT ISSUE: SET OATS SET 0321;07 - ORAWINGTITLE: INTERIOR 02 STAIRWELL.:-.WEST t33 BALL ROOM-WEST ELEVATIONS SCALE:'1/2'=1'-0' SCALE:112!=1 0" GENERAL NOTES: MARYANN THOMPSON ARCHITECTS 1.DO.NOT SCALE DRAWINGS,DRAWINGS FOR DESIGN 14 HILLSIDE AVENUE INTENT ONLY.VERIFY ALL DIMENSIONS IN FIELD. CAMi3R'DGE_I.lAo214G T: 6174914144 2.STRUCTURE AND HVAC TO BE DESING'BUILD R 617491 3,M4 PROVIDED BY CONTRACTOR. DRAWINGS"TO BE ENGINEERED AND STAMPED BY A REGISTERED o rtuar•::r n•= :mow-cs STRUCTURAL ENGINEER BEFORE CONSTRUCTION, N c*) 3.ALL NEW LUMBER TO BE FSC CC? (V O 4.ALL MATERIALS,MEASUREMENTS,MEANS AND METHODS OF CONSTRUCTION TO BE VERIFIED UNDER THE JURISDICTION OF THE BUILDER. THIS SET IS A DESIGN DEVELOPMENT SET ONLY. W J J c.a,Tra. W F-- Z W F— U) vL . 5 �( W ` Y W f- Rim 1� 1 r onsEsonRD, TYP. 01 BATH 01 -EAST E SCALE:1/2"=V-0" Z c. .W J a i1{7I 9 E. I DESIGN DEVELOPMENT SET NOT FOR CONSTRUCTION REVISIONS: SET. -<DATE;' CURRENT ISSUE: SET':. .DATE. DO SET 03.2tOT DRAWING TITLE: INTERIOR ELEVATIONS A7 az W-yam 3 ¢' £' . CHAMBERcover must be VENT PIPE (0 Least ,44 inches tall) " *NOTE: ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C. Schedule PVC w/Charcoal Odor Filter SECTION A -A y � HIRER- Existing Foundation �hou3e10' min. from s � E � i€�•A3 within 6 in. of finished grade t0 9e t1C tank P a s *" 9p Septic tank covers must be D-BOX cover must be PROFILE VIE W OF LEACHING SYSTEM "° a _ ° z �` s i a=` TOP OF FOUNDATION ELEV. 100.00 (Assumed) within 5 in. of finished grade within 5 in. of finished grade '~"�° s` `-- s $z `� ��a�1 ` Grade over Septic Tank - 99.00 Grade over D-Box - 99.00 rode over SAS - 99.00 f 3" of 1/8" - 1/2" hashed Peaetons - '� 3 S 0.02 3/4" to 1 1/8 Ilaahsd Ct ushed Stone - IEirarnss!tssflea , s 3 HOLE H-20 «� w fyi" '.q„! •.wy gym-' , R £s O t6, NEW S-0.01 or Greater IST. BOX 3' Maximum Cover INSPECTION cover must be EXIST. P O t,500 GAL. o 0.01"pK root within 6 in. of finished grade ,s r (p 45, g. FROM EXIST, FOUNDATION SEPTIC TANK � O CD 5' 1_ N 0 CONCRETE FULL FouNwno II Lc) j II II rn o 0 0 2' Effective Depth � � - g 0 5 in.of 3/4'-1 1/2" j II - O /_, O 00 O I= 0 C7 O O N - compacted stone I) to O O O O O O SYSTEM PROFILE °' (1 Cl) 4'' 5' 4, o 0 0 0 0 i� ems, j 'RAL NOTES Not to Scale C C a) 5 9(I , j ' e j 13 4 4 1. Contractor is responsible for Digsafe notification, Verification of Utilities Effective Width W and protection of all underground utilities and pipes. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 5 in.of 3/4•-1 1/2• -C J 2' 2. The septic tank onj distribution box shall be set compacted stone a W Effective Length level on 6 of 3/4 -1 1/2 stone. a) 3. Backfill should be clean sand or gravel with no E stones over 3" in size. PERCOLATION TEST BOTTOM OF TEST HOLE_- ELEV 87.00 SOIL ABSORPTION SYSTEM (SAS) 4. This system is subject to inspection during installation `4- Groundwater Observed - NONE OBSERVED O by"Carmen E. Shay - Environmental Services, Inc. w m 5. The contractor shall install this system in accordance 500 - C H-20 LEACHIING UNITS / WIGGINS PRECAST with Title V of the Massachusetts state code, the approved Date of Percolation Test: FEBRUARY 14, 2007 PP plan Test Performed B)r CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DONALD DESMARAIS (BARNSTABLE BOH) Not to Scale B. If, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different ALL OUTLET PIPES FROM THE Percolation Rate: Less Than 2 MPI ® 48" DISTRIBUTION Box SHALL BE from those shown on the soil log or in our design t2• CONCRETE COVER SET LEVEL FOR AT LEAST 2 Fr. LAKE .SID E ID R I VE �� SEA S T> installation must halt & immediate notification be "''' A I 3- s•OUTLET u -«'•� �. made to Carmen E. Shay - Environmental Services, Inc. Test Hole Test Hole KNOCKOUTS y No. 1 No. 2 { - (40 FOOT RIGHT OF WAY) i 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV, 56• OutLET I 12• INLET -�� septic system unless noted as H-20 septic components. 0 99.00 0 99.00 a• ___ ____________ _____________________________ 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. - � Q`,L 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. tea• 4" - SCH. 40 Ts 1.7s• 104---- ------- t---_ FiLL FlLl r- I i 10. All solid piping, tees & fittings shall be 4" diameter PLAN SECTION CROSS-SECTION I ' Schedule 40 NSF PVC pipes with water tight joints. 0•-12• sa.00 o•-ta• sa.00 I ____ I I 11. Municipal Water is Connected to ALL OF The Residence and Abutting y Loamy Loam I Sand Sand 3 HOLE H-20 DISTRIBUTION BOX i I - Properties Within 150 Feet. 10 YR 3/2 10 YR 3/2 __ NOT To SCALE I I -� .5' I TEST HOLE QQ 12"- 20" As 97.33 12•_ 20• As I -_, - 1 THE PROPERTY LINES ARE APPROXIMATE AND s7.33 I I TEST HOLE #1 ELEV='99.00 - COMPILED FROM THE SURVEY PLAN BY BEARSE & KELLOGG, INC. Loamy dy s nay 1Qc� i jl ELEV.= 99.00 2 ENTITLED "SUBDIVISION PLAN OF LAND IN-vCENTERVILLE, MA" 10 YR 5 I LCC PLAN # 20239-C (SHEET 4) DATED NOVEMBER 15, 1946 /B 10 YR a/e I w BeQ--- ------- S ; * , : I, a�' AND IS NOT INTENDED TO BE A SURVEY PLOT._PLAN 20"- 48" 95.00 20*- 48" 95.00 Q 1 I D-Box .A '�'' Mod.-Coors I I , z IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Mod.-Coarse I I �' • • • • 1 ,� ; THE SEPTIC SYSTEM INSTALLATION. Sand 1 t 2.5 Y 7/e 25 Y 7/b I j S1� I LaiL!�' ,' �#��i !3: T.. NOTE: MUNICIPAL WATER LINE TO BE I � ' 48"- 144 87.0 48"- 144 67.00 RELOCATED AS SHOWN i I -�, 9� EXISTING CESSPOOLS TO BE PUMPED OUT AND REMOVED TO 10 FEET OR MORE FROM EXISTING NEW SEPTIC SYSTEM COMPONENTS AND SEWER LINES. DRIVEWAY % 6 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING CESSPOOLS TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc #1 �� i '� i �c THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perc: 48" to 66" �� j I 11 I Failed Perc Rate- 2 MPI I Failed Groundwater Not Observed 1 ASSESSORS MAP 252, PARCEL 091 Cesspool 0 Cesspool �� 5 �[ �� No Observed ESHWT ; I I tLEGEND ADJUSTED H2O Elev. = None EyV �� = 1500 knk l. a 04X1 DENOTES PROPOSED 0po + 1 3-u•DIAM. ACCESS MANHOLES ��`� � SPOT GRADE 0 1tr ;,6". , • .,�. - i`. i ��' ; DENOTES EXISTING X 104.46 SPOT GRADE PROJECT BENCH MARK i Failed INLET `•'�/-�1 / �l /-� is h TOP OF FOUNDATION `•� I Cesspcol i �� PL PROPERTY LINE ELEV. = 100.00 (Assumed) i --�---- ; INLET ou 96P PROPOSED CONTOUR THE ACCESS COVERS FOR THE SEPTIC TANK, \ ' DISTRIBUTION BOX AND LEACHING COMPONENT ?,,,,.V,��,� .� "T.,-�,�'T•-r'�• ��? SHALL BE RAISED To WITHIN 6" of - - - - - -97 EXISTING CONTOUR FINISHED GRADE. STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS BEDROOa! DEEP TEST HOLE & PLAN VIEW -- 3-2e REMOV COVERS ROUSE PERCOLATION TEST LOCATION 6 FOOT STOCKADE FENCE 4• 1 7 135 q In. deorance • : DECK _�9F INLET B• min 1K m,n. Inlet to outlet ,.,",, REV.: SUBSTITUTED 500 GAL CHAMBERS INSTEAD QF 3050s IN ta'mM T7 LI"quu e w vel I OUTLET 9 `� -� �„� 0� 4' min. AS - BUILT DESIGN o. uqukl,ld depth PATIO ., �� •' .fit ��• OF SEPTIC SYSTEM UPGRADE t0,_O s•'_B• 88_ __ PREPARED RED FOR CROSS SECTION END-SECTION _ SAM U EL 8c NANCY Y.EE _ TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK _ 18,375 Square Feet +`/= __68 AT NOT TO SALE 86 ___ ------ - _ _ # 135 LAKESIDE DRIVE (EAST) 84-- - '----- C ENTERVI LLE, MA : Design Calculations - 6 �� � � Number of Bedrooms: 5 Equivalent to 550 Gal./Day (330 Gal./Day Min. per Title V) - - - - >i' �h of h9q �� , PREPARED BY: Garbage Grinder: No -�- ------ "a Leaching Capacity Proposed: 550 Gal./Day Minimum (Mina C�4RHEY E Per Title V) ----_._ ,_ -_.. �.� h , E. ,SHA Y Septic Tank : - 2 x 550 Gal./Day - 1100 USE NEW 1500 GAL Septic Tank. �_ `�-� �� ENVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch �� CD GE Area: 0.74 gal/sq. ft. x 546 sq. ft. = 404.04 gallons ---�� '��� ��� G£ a P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 220 sq. ft. - 162.80 gallons 0 20 40 50 yj�Y�► \ \, �0e,sTe EAST FALMOUTH, MA 02536 Providing: - 566.84 gallons Q U� �� \� `�-_ \. �N1TAR\N TEL FAX : 508-539-7966 Use: (4) H-20 500 GALLON CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, " , (5' W x 8.5' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND SCALE: 1"=20' �, �--- - - SCALE: 1 =20 DRAWN BY: CES DATE:APRIL 1 2009 4' OF WASHED STONE ON THE ENDS. - PROJECT#SD1054 FILENAME: SD1054PP.DWG SHEET 1 OF 1