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HomeMy WebLinkAbout0111 HARRIS MEADOW LANE - Health " .d6ane Barnstable . • ' . . I F€ d t 1 4 ..,,.u7 -7- n - ...-.. - --.... jttl 1 i Fp f i No. 2-6-\—OZDo Fee tf�-, BOARD OF HEALTH TOWN OF BARNSTABLE 2ppftcattou _for Yell Cougtructtou Permit r Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel �o,t0a.sI 1 Owner Address Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons / 191 } Type of Well S��� YC-P Capacity � Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed /Date t� Application Approved By -7 �l/ Date Application Disapproved for the following reasons: Date Permit No.L^�' ?,'Iy— O aC Issued Date --- ----------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS ISS TO CERTIFY,that the individualwell Constructed(k/ Altered( ), or Repaired( ) by i/(� 1�rN� l k)5,C Installer at �f� D2t215 i✓�Lr69 �0� L,An� 13A-9-05 lt6 U6 has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No MgWq 02—(, Dated ; Zoi THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector OD No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication _for Yell Construction Permit Application is hereby made for a permit to Construct(v), Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel l Owner Address�� V)aV..0 I c'�11{Y.I :1�. P.� t t�x 2-7- 3 a Q"rc BAN CIAS 3 Installer-Driller Address Type of Building ' Dwelling Other-Type of Building l� No. of Persons Type of Well 'A" S�(U\�,1AQ�P V(-- Capacity 2��^ Purpose of Well i v Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the 4 well iwoperation until a Certificate of Compliance has been issued by the Board of Health. Signed 1 .� Date Application Approved By l y Date r Application Disapproved for the following reasons:. ' �l Date Permit No.�/" �1q J Z G Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,'that the individual well Constructed(V, Altered( ), or Repaired( by i 71�` �N ILL �-1 LU�vL�, Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No/A)Z(y— 02-6 Dated Zoe THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Very Construction permit _ No.tl) l6 Fee ��j Permission is hereby granted to I )E--�5MDA)� — Installer to Construct^�C), Alter( ), or Repair O an individual well at: No. I 1 1 (( id e Yt 1 w )LhIJ(` Ti f� 5T►R r21 Street as shown on the application for a Well Construction Permit No.W 24-D IC/-- C-)Z.6 Dated Azov Date 7,0 Approved 'y 1�l ENGINEERING COASTAL R�mnl COMPANXINC. vom 3 4 KEY MAP • g8 / - PLAN REFERENCES �`Iae-qmo ss:l Le xmsaa uw m +. DATUM NO7E• MA— ZONING: a a°I"wmnacv�Gao / J; 1 Yvnlrx wnr,a)a(x410 om> • `! ®' _� �-,.. •` � ma �,�iias and uman i J r .. .� ^p -._ __ RRffME ID R. 6 GRIM aaC Ma)OFIISAIED. � t •..\ 1 d,�r�. ® - :...., _ 1 ' �'-_• I i .I � C f.•Y .�Q 1 +I - IwAR Y1Wnt 1S R. , s a ` fd75➢tlfe 1 -�r g uta e�ml F . ti• a l t t-�r� - _ f�� / t—<'"' �! � � 1�—�S����l.Y'� _ T. m8xux wx �. / � M ' i {. 8 � i. 01'tMT �1„_. .y5i.-:. � �.. �._ . _e..._ WS a6 y� I•_I ,..��, ..� e '• awr �ttiy ��� ;���yt�"`41a„ ,� '�..� .� ; - s ' �wa,eR ua: W C h J g• ..w.o sPor rna ��u 3 W LANDSCAPE N07E. W. 1 at vaanao woscuE w.w .�4za]� ((Iy�J A9 NOTED ^� �+d�,.n�u.�. cvameCl)IalO0.Cwg P"N fa12 Nr� c SD ,D D ,o ea C21.1 CI NR1.aa Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller , Please specify work performed: Address at well location: New Well Street Number: Street Name: 111 HARRIS MEADOW i LANE Please specify well type: Building Lot#: ;Assessor's Map#: Irrigation 279 Assessor's Lot#: ' ZIP Code: _ Number Of Wells: ,. 88 02668 Cityfrown: Well Location _ BARNSTABLE ' •. In public right-of-way: GPS G Yes No North. West: 41.70740 70.31671 Subdivision/Property/Description: Mailing Address: ry—i click here if same as well location addres . Property Owner: Street Number:.. Street Name: CO JL MILLER -111. HARRIS MEADOW "'LANE City/Town:, State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02668 Board of health permit obtained: r Yes Q Not Required Permit Number: Date Issued: W2014 026 9/3/2014 —� Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) i Well Driller - General Well Form DRILLING METHOD Overburden Bedrock (Auger [---Choose Bedrock WELL LOG OVERBURDEN LITHOLOGY From To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition of (ft) stem drill rate fluid 0 12 ISand And Gravel Brown —� GO YES r NO 0 Fast Go Slow GJ Loss 0 Addition 12 32 IFine To Coarse jBrown SOME SILT Gar YES r NO GJ Fast Q Slow I r Loss, GJ Addition 32 51 Fine To Coarse Sand Brown r YES r NQ to Fast (70 Slow1 r Loss r Addition WELL LOG BEDROCK LFTHOLOGY Visible Extra From Drop in drill Extra fast or slow Loss or addition of To(ft) Code Comment Rust Large (ft) stem drill rate fluid Staining Chips Choose Code G YES Gj NO Fast Slow Loss r Addition Ye �Ye ADDITIONAL WELL INFORMATION Developed <"Yes G No Disinfected r Yes 'No Total Well Depth 51 Depth to Bedrock Fracture Surface Seal Type lNone ) Enhancement r%Yes r No CASING I E!Is Casing above ground. From To Type Thickness Diameter Driveshoe 0 47 jPolyvinyl Chloride ISchedule 40 4 r Ye SCREEN No Scree From To Type Slot Size Diameter 47 51 iStainless Steel Well Point 1 0.012 4 WATER-BEARING ZONES ❑DRY WEL From To Yield (gpm) 21 51 12 PERMANENT PUMP(IF AVAILABLE) _ 2 Wire Constant Speed Pump Description Horsepower Submersible 1� Pump Intake Depth(ft) 45 Nominal Pump Capacity(gpm) 20 Ow Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) ANNULAR SEAL/FILTER PACK From To Material 1 Weight-Material 2 Weight'Water' (gal) Batches Method Of Placement Choose Material lChoose Material --Choose One-- —� WELL TEST DATA Time " Pumping ,Time To Date tWethod Recovery (ft `. .Yield(gpin) Pumped Level (ft 'Recover HH`.MM BGS BGS) ( ) ) (HH:MM) 10/14/2014 Constant Rate Pump 12 1:30 24 0:01 21' WATER LEVEL ti _ �. . 'r. Date Measured Static Depth BG;S (ft) -Flowing Rate(gpm) 10/14/2014 21 12 COMMENTS - WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations;and this report is complete and accurate to the best of my knowledge. PATR16K Supervising Driller DESMON 877 Driller DESMOND. Re istration# Monitoring[M] g � Signature PATRICK, DESMOND WELL Firm DRILLING INC. Rig Permit# 024 Date Job Complete' 16/26/2014 NOTE:Well Completion Reports must be fled by the registered well driller within 30 days of well completion. Y4 - CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) . ReQort, Prepared For: Report Dated: 10/15/2014 . Sally Desmond • • Desmond Well Drilling Order No.: G1483880 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 1483880-01 Description: Water"-Drinking Water Sample M Sample Location: 111 Hams Meadow Ln. Barnstable, MA Collected: 10/14/2014 Collected by: Customer., Received: - 10/14/2014 Routine M I ITEM RESULT-, UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 2.7 mg/L 0.10 10 EPA 3000 :10/14/2014 Iron 0.18 mg/L 0.01 0.3 EPA 200.7 10/15/2014 Manganese ND mg/L 0.008, EPA 200.7 .10/15/2014 pH 6.4 PH AT 25C NA 8`5-8.5 : SM 4500-H-B 10/14/2014 Sodium 23 mg/L. _ 1.0 20 EPA 200.7 10/15/2014 Total Coliform Absent P/A 0 0 SM 9223 10/14/2014 Conductance 250 umohs/cm 2.0 SM 2510E 1a1a/2o1a Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physician. Attached Approved please find the laboratory certified parameter list. pp By: (Lab' Director) „ ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Leven Superior Court House, PO. Box 427, Barnstable, AAA 02630 Ph: 508-375-6605 TOWN OF BARNSTABLE LOCATION SEWAGE#, 'I'll-S w ' VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. R-k\X- C'�r°•�t_S°I t t__�cso�L 5��` `%Ca 7f>7�% SEPTIC TANK CAPACITY d006 LEACHING FACILITY:(type) 500 fir.`k (size) ®x Z4 to NO.OF BEDROOMS ` ` OWNER PERMIT DATE: i COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of veaching 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 1. J4 1�-9- 'M LA 1-1 - ii 7F No- � Fee f HE COMMONWEALTH OF MASSAC.HUSETTS HE in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ' applitation for r3IBposal 6pBtem (ConetCUttlott Permit Application for a Permit to Construct Repair U ad - Abandon( ) Xomplete System ❑Individual Components PP ( ) P ( ) PY�' ( ) Location Address or Lot No. S Owes NAa��dress,and Tel.No. Assessor's Map/Parcel Ins Ile p e, at, e1!No. �� D6sig ems I�am ddr ss,and Teh-iNo, -� 60 �i4-( .till> v^✓ � v F. S e p Type of Building: . tj Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. C 1 o M e r Description of Soil 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 vironmental ode and not t ce the system in operation until a Certificate f Compliance ha's been'issued by this oard of He e Date /0� r Application Approved by Date S Application Disapproved by/ Date for the following reasons Permit No. 3 Date Issued r- f * - �0 \ ir.. No. Fee Entered in corn uter: HE COMMONWEALTH OF MAss, USETTS • i U'BLICIHEALTH IDIVISION - TOWN OF BARN , LE, MASSACHUSETTS Yes r Yi>ca orb for Misposal *pstem Construction Permit Appltca o Mfor�a P remit to Construct( ) Repair( ) Upgrad ( ) Abandon(/) Complete System ❑Individual Components Location Addressor Lot No. j I( �?r�c S �'F�Cyr' Owner's N e,Address,and Tel.No. Assessor's Map/Parcel ' Installe ' l e, d'd`eess,an gel:No. Design 's I�iame—Address,and Tel.No. Y 7 " 9 d!S f Q c3+�Q C 1 r r/C or Type of Building y n Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title ° «.. Size of Septic Tank Type of S.A.S. r c_ „ p 0 Description of Soil Nature of Repairs pr Alterations(Answer when applicable) f4 µDate 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 Titl�of the-Environmental Code and not to lace the system iA,operation until a Certificate, a Compliance has been issued by this oard of Head. Q - --�S Date /i�rte� ..� Application Approved by �� / Date 'Application Disapproved b y Date ! for the following reasons \,%Permit No. _.-J Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ,.4� Certificate of Compliance THIS IS TO CERTIFY>that the On-site Sewage Disposal system Constructed( Repaired Upgraded ( ) r Abandoned( )by at / 14 6 / has been constructed in accor ce with the provisions of it le 5,anndd the for Disposal System Construction Permit No. ated Installer (, Inti� r; ��" Designer .__ 0 #bedrooms f� Approved design flow pd The issuance of this permits fall not b cons' ed as a guarantee that the system •11 f unc•o designed. C7 ,. Date � Inspector 4 -. ------------------ - •------- -- ---- ---------------- ---- ------- =_ -------_ --- ---- - - No. Fee�� THE COMMONWEALTH-OF MASSACHUSETTS " PUBLI ' HEALTH DIVISION BARNSTABLE,MASSACHUSETTS, Misposal 6pstem Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade!( ) Abandon( ) c� System located at W 4 AJ 4 el tj_S / l9_ )<7 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be c pleted ithin three years of the date of this permit. �f Date Approved by ! �� v Toni n of Barnstable Regulatoii-! Services Richard Scali, Interim Director079. ' �. Public Health Division Thomas McKean, Director ; 200 Main Street.,Hyannis, UA 02601 Office: 5OS-862-4644. Fay:: 508-790-6304 Installer & Designer Certification Form Date: 1z'\ly Sewage Permit# V assessor's 14Iap1Parcel Designer: �ppS'CA�, fir, �6HN Spaua�Ol Installer: ��'� 64j5,TW-4tc.TZca> Address: Address: 0j9IG ram Fk t 0 9,LtiA"S ' &A, >✓it�C ouxtt, M OZS3lo C_)it �'41 �D. �o�� _�� I'f W �5 u �� xl as issued a'pennit to 111stall a . (iate) I (iii:taller) �. v AIR-��� tr.Acoy� septic system at. 1�, based on a design drawn by g (address) " GopS`'6Pt- -�' tQd«�� dated. a (designer). - f Y I certihT that the septic system referenced above was iii.tallgd siibstarldafi according to a the de igii «-luck iniay.include minor approved eliiii'e �su.cli-a `lateral relocation of the ilistribn.tion.box and%��r septic t.�uik. Shrp out (if required) was inspected. and the oils tvere found satisfactory.' . I certify that the septic ystem referenced above was installed with major chaiiges':(r.e.- greater than 1 W lateral relocation of the SAS or anyT'yertical relocation of ally component of the septic system) but:hi accordance with State &- Local Regulation:. 'Plan revision or certified as-built by designer to follow. .Strip out(If required) was inspected and the soils ivere found satrsfactor-. I certify that the s-y tern referenced above.wa`,s cowtr-licted iii'comphance with the terms of the I'A approval letters cif applicable) N OF Aq JOHN G. yGm ( ns er's ignahu SCHNAIB-.E } N �No lot s x GJSTElk S (De finer , , ign ue) {affix Deli `p Here) PLEASE RETURN TO 13ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF C'OMPLIANCE WILL NOT BE ISSUED UNTIL .BOTH THIS FORM.AND AS- " Bt?ILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.. ' _ THANK YOU. 6 Septic'Desioner Cer6fic5fion Foj-'in Rev 3-14-13.doc , l • • b 4 F:\SDSKPROAC17000\C17961\C17961-00\C17961-C3D.dwg Sep 12,2014-.12:48pm' • v : ` PLAN REFERENCES: ASSESSORS MAP 279, PARCEL 88 �a9 VA0 t7" K , 3 o 0 ASSESSORS MAP S � • B PLAN BOOK 289, PAGE 17 PARCEL,14 PLAN f 63.64' 113.00' — ,'39.68' LOT 6 AREA=43,600 S.F.t `ASSESSORS MAP' 279 PARCEL 88 r 2000, GALLON i L`50.6'f ASSESSORS MAP 280 `2 COMPARTMENT PARCEL 42- SEPTIC TANK uo o ,yQlF��y 3 oz rn } �� y49 INSPECTION G PORT D—BOX TOP.OF 35.3' ,- FOUNDATION EL.=35.76 f „ (HIGHEST PRINT) w ASSESSORS MAP 279 ,_.. PARCEL 86 SOIL ABSORPTION SYSTEM (70'L=X 12.83'W). 213.34' °` 4 IS MEADOW, LANE,,. HARR PR WAY) 40 'WIDE � ASSESSORS MAP 280 t d ASSESSORS;MAP`279'= = r PARCEL 41 PARCEL,87 I SDS CJ1'V'P0NEl�'TS , u PLAN PIPE INVERT +F ELEVATIONS4 SCALE: 1 50' BUILDING OUT 4" PVC 24.50 SEPTIC".TANK IN 4 PVC ,t"23.06 SEPTIC TANK OUT 4" PVC ,,. 22.86 D.BOX;IN 21`.36 ' D-BOX OUTS (8 PIP,ES) `21.1g - LC IN 4" PVC ' . ,20.80 *USING,SPEEDLEVELERS ' DRAWN BY:MJs Coastal Engineering Co.,Ina.`©2014 ". CI.7961-C3D.dwg SHEET NO - -', PROJECT NO. COASTAL SDS AS-BUILT , c17961-00 ENGINEERING FOR C104.1 SCALECOMPANYINc. MACKENZIE BROTHERS CORP. As NOTED 260 Cranberry Hwy.alms,MA 02653-` 111 HARRIS 7�� DATE 508.255.6511 Fax:508.255.6700 1viEADOwLANE BARNSTABLE,MA 9-12-2014 FR ..Town of Barnstable FIHE o Department.of.Regulatory Services RARNSTAHL? I E. l Public Health.Division Date c . ��/✓ - .MARS. $. . . - i6yq. 200 Main Street,Hyannis.MA 02601 PlfD MAt A zl ,Tiine Fee PdDam Scheduled' 3 / '; Soil Surtbility Assessment for Se e Disposal Performed By: SAmakA A CA LCCV% IP C. Wi(itessed By: LOCATION & GENERAL INFORMATION; LocatloiiAddress :ill .:i'ioY`rt5._ ilVl�tweQ.mw :lnc.ut, ,.. Owner's Name —FT\o4ua3 {'V4kI ba✓.v�o..+-Qto(C. Address' 1`tvparQasa`t 11114. 01747 Assessor's Map/Parcel: 2 7'i/a P�l� . Engineer's Name �otc{ v� `IU�C NPW CONSTRUCTION REPAIR.. Telephone# 506 . .7?! 7jOZ Land Use )� 9LaQ.GwV-t 4 �. Slopes(%) Surface Stones. Distances from:'• Open Water Body ft.. Possible Wet Area A .,Drinking.Water Well fi Drainage Way.' ft Property Lino R Otlier ft' p. SKETCH:(Street name dttneiisions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ram: r-a .y: i t ti S. ae•� y Parent material(geologic) alas 1- Al_c ``�' �""`+``fi Depth to Bedrock. Depth to.Groundwater: Standing Water in Hole Weeping from Pit Pace Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observedstandipg in obs.hole: In. .,Depth to soil mottles: lit. Depth to weeping fiom side of obs.halt: In. ,Groundwater AdJustment ft. Index Well# Reading Date Index Well level Adj:factor Adj.Groundwater Level PERCOLATION TEST Date 3/(Y Time Observatlon HoleN L Time at9" 6;35 Depth of Perc y�o Thine.at V... . Start Pre-sonk.Time u 1 Time(9 -6") End Pre-soak Rate MinAnch Site Suitability Assessment: Site Passed' Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division. Observation Hole Data To Be Completed on Back------ -=-- ***If percolation testis to be conducted within 100' of.wetland,you'must first notify the `Barnstable Conservation Division at.least one (1)week prior.to beginning. Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG . Hole# /1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Mu isell) Mottling (Structure,Stones,Boulders. ° Loy, d �, ;fir,. YSa�s/ tv 3/3 /a YQ 54" MecQtum .5e4- 10 Yo'c': S�°I PaWt to of"= 801 : C3 S,lf Ti �Y , S� y 7, /0 Yt k w o b DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color .Soil Other Surface(in.) - '` (USDA) . (Mmisell). : Mottling (Structure,Stones,Boulders. Consistency.%Gr e io le &0 It ^T',.1� I0 cm -3/3 6� c S,I _,tf to � y/6 u/s+v, 7�"-lG®r Cy Si:Il-.1 IJ� r , w cro.d . ..DEEP OBSERVATION,HOLE LOG Hole# - Depth from Soil Horizon Soil Texture Soil Color Soil ;. Other Sui lace(In.) (USDA) .. (Munsell) Mottling (Structure,Stones,Boulders.', Goi sls c "° a DEEP OBSERVATION HOLE LOG Hole# Depth from Sol!Horizon .: Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. is ei c %ornyeh `Flood Insurance Rate Man:. Above 500 year flood boundary .No Yes''✓ Within 500 year boundary No J/ Yes Within100 yenr.flood liouiidary No Yes Depth of Nat Occurring Pervious Material. Does at least four feet of naturally occurring-pervious material exist in all areas observed throughout the. area proposed for the soil absolption.system7 If not,what is the depth of naturally occurring pervious material? Certification I certify that on Apr*l l 1.4or s. .(date) I have passed the soil evaluator examination approved by the Departriient of Envirorunental Protection and that the above analysis was performed by me consistent with the required.training,expertise and experience described in 310 CMR'15.0i7. Signature Date 2o.13 -nCJS Q:HEALTI-IlW P/PERCFORIvt Town of Barnstable Geographic Information System March 14,2013 t 30 , -re 2 -' TP 30 25 F t a �x DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:279 Parcel:088 - Selected Parcel - boundary determination or regulatory Interpretation. Enlargements beyond a scale of Owner.MAKI,THOMAS N&ANTONIA C Total Assessed Value:$781200 111--100,may not most established map accuracy standards. The parcel lines on this map W a are only graphic representations of Assessors tax parcels: They are not true property Co-Ownef:MAKI REALTY TRUST Acreage:1.00 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:111 HARRIS MEADOW LANE >' such as building locations. Buffer '� { I t_G ID r,�,C r To . U� 13�rr nst�tbl� I a �g �� -7 t � ironmonlal Services Department of Health,Safety,and.Cnv s• ! 97 Public Hcalth Division Hate . 367 Main Street,i lynnnis MA 02601 i eanNareers Haas .!� I�/97 Time /D:GC_ Fee Pd. I®O Date Scheduled / f rfD flit Assessment for Sewage Disposal Soil Suitability Witnessed B. � V1hr�rv�ef �ltX1EQ- Nti E. I NG ' performed By.�— LQCATtON & GCNERAL INFORMATION Owner's Location Address H n a R r.. Mh:� 0263o Address II rioPEQ4�B, Mn. o1-7,A-'1. Engineer'sNanie Asses so_r'sMap/Pareei: 17q 06 t 'E CONSTRUCTION ✓ REPAIR Telephone N 5 a 6 $4 wr' Slopes(%) 3_ 8 Surface Stones Land Use VhG�r�T No�E. n . Distances from: Open Water Body �+IA n Possible Wet Area or'•s fl Drinking Water Well Drainage Way N A ii Property Line n Other ~) R SKETCH;(Street name;dtmcnsfons of lot,exact locations of test holes&pare tests,locate wetlands in proximity to holes) t8'E ► N iT2e'oP"E - 15V N oT r O TcsNt Ho l ca Io Izti 1y` O I H�lee .5 E i J W O � o O N rn qo. 13 ' �� � i ti tiro Zi9.3 OK, N�RR�S .�N �c� "�cr G.1oc�a1 .lr.ke$ �L Vr Depth to Bedrock Parent material(geologi�) Coh��k_D°aosik'i 111I°rain.tr Depth(o_Groundwater. Standing Water in Hole: Weeping from Pit Fece Estimated Seasonal High Groundwater DET RIVZINATION° OR StASONAL" HIGH WATER TAI L Method Used: in. in. Depth to soil mottles: n. Depth Observed standing in obs.hole: in. Groundwater Adjustment Depth to weeping from side of obs.hole: Ad factor Adj.Groundwater Level.— Index'Well N Reading Dale: Index Well level J• P ACOLATIC)N TEST Daie si3 y: T1rtie !2:cad'r1 0 D Observation }/ r7 Time at 9" Hole N Time at 6" Depth of Pere Time(9'-6") Slant Pre-soak Time Q End Pre-soak Rate Min./Inch 5►nwt t site Suitability Assessment: Site Passed�_ Site Failed:__ Additional Testing Needed(YIN) Observation Hole Data Original: Public Health Division To Be Completed on Back— Copy: Applicant IIolc#7. DEEP OBSERVATION IIOLE LOO Soli Other Soil Tcxturc SoilIColor Dcpth from Soil Horizon (Munsell) Mottling (Structure,Stones,Doulderes. Surface(in.) (USDA) °. Sa.wc�y k0am 84r� B G G o arsa. o S . 89"-168'r, II01c# 8 DEEP OBSERVATION MOLE LOG soil other Soil Texture ( Soil Color Depth from Soil Flonzon (tvlunscll) Mottling (Structure,Stones,Doulderes. Surface(in.) (USDA) ° 5A.. /o Y2 53 r+ A � ,,,, 40 = 9� - yb�� IO�u B �sA d /0 l08"- 156tr G c oQ�e� 6o y2 6 3 DEEP OBSERVATION )MOLE LOG Soil-Tcxture Soil Color Soil Other Depth from Soil Horizon (USDA) (Munsell)' Mottling (Structure;Stones,DoulJcres. Surface(in.) coniktcncy ° . -------------- DEEP OBSERVATIONIOL LOG Ilole# Soil Texture : Soil Color Soil Olhcr Depth from Soil Horizon (Munsell) . Mottling (Structure,Stones.,Douldetes. (USDA) ° Surface(in.) i i Mood InSuranccRat__.e t Yes . l/ Above 500 year flood boundary No_ Dip Yes Within 500 year boundary. No Within 100 year flood boundary No l� Yes Depth of Na�_rally occur Pervious Mattcrial . oes at least four feet of naturally occurring pervious material exist in all areas observed throughout the D . area proposed for the soil absorption system? Yam- That is the depth of naturally occurring pervious material? C ertification I certify that on ? /3 9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above n 310aCMR 15S017 performed by me consistent with the-requir n g,expertise and expert c dysr�ibed Hate COASTAL ENGINEERING COMPANY, INC. TRANSMITTAL 260 Cranberry Highway,Orleans, MA 02653 508.255.6511 ■ Fax 508.255.6700 a coastalengineeringcompany.com To: Town of Barnstable Date: 11/20/13 Project No. C17961.00 Public Health Division 200 Main Street Via: N1st Class Mail ❑Pick up []Fed Ex Hyannis, MA 02601 Phone: Fax: Subject: Barbas Residence No. of pages to follow: 111 Harris Meadow Lane Barnstable, MA ❑ Plans ❑ Copy of Letter ❑ Specifications N Other We are sending the following items: Copies Date No. Description 1 11/20/13 14183 Soil Suitability Assessment for Sewage Disposal These are transmitted as checked below: ❑for approval Nfor your use ❑as requested ❑for review&comment ❑ Remarks: cc: Paul and Jan Barbas By: John G. Schnaible, R.S. c/o MacKenzie Brothers Corp. Attn: Glenn MacKenzie JGS/dlb NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT.(508) 255-6511. C�l Town of Barnstable P# t OF tnE I xP� Department of Regulatory Services BABNBrABLE, Public Health Division k Date L �✓ 7 MABS 4} 6}9• �0� 200 Main Street,Hyannis MA 02601 pTED '} Date Scheduled ,0',vy49, Time Fee Pd. .�--- 7 161 ®� m Soil Suitability Assessment for Sew Wiel Is 1/ Performed By: !S , Witnessed By: ,+ LOCATION&GENERAL INFORMATION Location Address K Owner's Name�p V V�v fff-���,0)1 16A(j�A a(Z,4 ,4 g,,1/A7 15 1,W� Address .`. ,1 Assessor's Map/Parcel: 2� Q$8 Engineer's Name /DA&A I, NEW CONSTRUCTION REPAIR Telephone# [/ Land Use t Q. I A L Slopes('%) — Surface Stones Distances from: Open Water Body on 4, fi Possible Wet Area W---fi Drinking Water Well d+ft ' Drainage Way 16. —fit Property Line ft Other ft _ SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) -3 �b�i � I 7 TOO + .D A-k- +V fa� Cn Parent material(geologic) pIAL (� � Depth to Bedrock I Depth to Groundwater: Standing Water in Hole:: �C Y Weeping from Pit Face - r Estimated Seasonal High Groundwater - .. 'n ' r TERMINATION.FOR SEASONAL HIGH WATER TABLE y 1 Method Used: jr Depth Observed standin" a in obs.hole: in. Depth to soil mottles: in De th to weeping from si ob hole: in. Groundwater Adjustment fi:' }� '',, Index Well il�f>il.� R ading Dat Index Well level t Adj.factor Adj.Groundwater Level_�1' '.Mzot' N�v ` a t PERCOLATION TEST °' Date Time 1 6.aQ �OA Observation ! Hole N Time-at 9" �LLa �'1 177 Depth of Pere 96� FN Time at6" � �/V Start Pre-soak Time G �Up D,d o Time(9"-6") '06 Lam/' ! !r S - End Pre-soak t`, �d®. �7:�0 r c Rate Min Anch Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the r Barnstable Conservation Division at least one(1)week prior to beginning. ' Q:\SEPTICIPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel Ain M O L �9 t d�Vb DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel Q Z. DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel Z- IS LAY2 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 2� CS5 )D r o -q/e 61 S 3 rul I ,4D le 1R. W-6 t.eJO _WOUM I I" Flood Insurance Rate Map: Above 500 year Flood boundary No Yes • Within 500 year boundary No Yes Within 100 year Flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pe o atgrial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervi us material? Certification I certify that on C 11 J(date,1 have pa soil evaluator examination approved by the. Department of Environmental Protection an th the ab analysis was perform d by me consistent with the required raining,e tis exp*Vscrle0 CMR 15.017. Signature Date �� Q:\SEPTIC\PERCF .DOC ' COASTAL ENGINEERING COMPANY, INC. 260 Cranberry Highway,Orleans, MA 02653 ® 508.255.6511 o Fax 508.255.6700 n coastalengineeringcompany.com October 1, 2013 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: 111 Harris Meadow Lane, Barnstable SOIL SUITABILITY ASSESSMENT for SEWAGE DISPOSAL Enclosed please find check#31550 in the amount of$200 and a request for a soil suitability test at the above- referenced property. Please plan for a two hour block of time to conduct the test. Kindly reply via e-mail to ischnaible(a�coastalengineeringcompany.com or by phone 508-255-6511 with a date and time for the test. Thank you for your assistance. Very truly yours, ASTALE INEER G CO_, John G. a' le, R.S. JGS/jak Enc. cam, Pro vi din;;, tions for the benefit of our clients.and community.P. Town ol* Barnstable l'# Department of Health,Safety,and Environmental Services � '3 97 Public Health Division Date 7 �+ 367 Main Street,I lynnnis MA 02601 eAaxad9tt ` �• MAM' Time �04'00 Fee Pd. /D.0 i679' ►`� Date Scheduled L Soil Suitability ilit Assessment for Sewage Disposal. I ._.'e_ Witnessed By: o Performed By: . - LOCATION &'GENLRAL''INFOItMATION Owner's Name. TrtonmA� N. M r tc t Location Address h A P P,3 Meow L-^- 5- _ pfto,,j-,,ftMU3 , AA , 02� 3a Address ..I.l .sTVC— Ro1•o . . r 1„ ! {•5 ,',+cPe-l)A�6� MIS• , CI"74't , Engineer's Name 1 -(Anxn_-a- 't �+-� I► - Assessor's Map/Pareel: V79 /.+es j °*. t ;'t t ?i Telephone N 5�o- 1-3,4 - 11-44d:• NEW CONSTRUCTION ✓ REPAIR _ V+tcn-,.+T ter Slopes 3— 8 Surfacc Stoncs t 64 F'L4, ^4 M Land Use (%) NONE n . i.AiA It Possible Wet Area Distances from: Open Water Body oP►� It Drinking Water Well /V Drainage Way N Ia - n Property Line n other �I� n ETCH:(Street namc,dimensions o�lot,'exact locations of test holes&perc tests,locate wetlarids in proximityto holes) -SK � /9.22 Al .00' .I O ' J J W N O �JK N n' -tH - 40 i w .. _4� b� . W/OE) a� ..ems �/•34. iB 4Q� V7EA00'W . �a�wj«' Gloe�al ►.ake<��� Depth to Bedrock Parent material(geologic fP►Oraint. I Weeping from Pit Face Depth to Groundwater: Standing Water in Hole: w } Estimated Seasonal High Groundwater e, 'WATER TABLE' . DETERMINATION FOR SEASONAL HIGH f4�4, r, ,.- Method Used: in., Depth to soil mottles: in. Depth Observed standing in obs.hole: in. Groundwater Adjustment n Depth to weeping from side ofobs.hole: I Ad' factor Adj.Groundwater Level_ Index Well N Reading Date: Index Well.Fuel 1. PERCOLATION TEST lisle Timc:/o.' Observation Time at 9" Hole N _�-- Time at 6" Depth of Perc Time(9"-6") Start Pre-soak Time End Pre-soak Rate MinAnch $MVf t Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-----) Copy: Applicant � , r Mole # Q DEEP OBSERVATION HOLE LOO ' --Z— Soil other Depth from Soil Florizon Soil Texture i �M nscll) Mottling (Structure,Stones,Doulderes. Surface(in.) (USDA) e Coarse SoriJ // cxaHcly t 4 oarK Ib y2 S 6 `L f t 89 o. DEEP OBSERVATION MOLE LOG Hole# 8— Other from Soil H Suit Color Soil orizon Soil Texture I Mottling (Structure,Stones,Doulderes. Depth from (USDA) I (Munscll) Surface is �v��vr�1►�-/, _ .. Pill, Co4ese Swry.( r/N A 5A3 '" /o YR s 3 ... 96 r� IOgy B sA..d �o ye s 2 log r=1s6 tt Bole# DEEP'OBSERVATION' IDLE LOG' Soil Horizon Soil Soil Color soil other i Texture Depth from (USDA) (Munscll) Mottling (Structure,Stones,Doulderes. e Surface(in.) -- Hole# DEEP OBSERVATION HOLE LO other Soil Color Soil Depth from Soil Horizon Soil Texture Mansell) Mottling (Structure,Stones,Doulderes. (USDA) ( ' e ncy Surface(in.) ,. ...: - t f tt..i•t ti' .a -i.'e` rxjiii` ^fir . alood�In�urance Rate Mari Above 500 year flood boundary No— Yes t/ No f Yes Within 500 year boundary Within 100 year flood boundary No Yes D t f Nat rall O urrin P rvious Mate Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? S If not,what is the depth of naturally occurring pervious material?_=q ('Prtij,� ficatt°n 1 certify that on S /3 9 (date)I have passed'the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requir n g,expertise and experi c dysbed in 310 CMR 15.017. T)ate S 1 19 7 r r BARBAS 1 1 1 HARRIS MEADOW LANE BARNSTABLE , MA SITE ENGINEER: ARCHITECT: -- COASTAL ENGINEERING YAROSH ASSOCIATES, INC. ARCHITECTS-PLANNERS — _ = __- s = - - 260 CRANBERRY HWY. 10 CAPE DRIVE - D — = ORLEANS, MA 02653 MASHPEE, MASSACHUSETTS 02649 = — e - _ — - _ _ _ (508) 255.651 1 (508)477.4731 n ------- -- -- --= (CALL FOR DRAWINGS) rZ { IBT OF DRAWINGS A-1 EXTERIOR ELEVATIONS A-8 FIRST FLOOR PLAN A-15 INTERIOR ELEVATIONS A-2 EXTERIOR ELEVATIONS A-9 SECOND FLOOR FRAMING PLAN A-1 B INTERIOR ELEVATIONS A-3 EXTERIOR ELEVATIONS A-1 O SECOND FLOOR PLAN A-17 INTERIOR ELEVATIONS ; A-4 FOUNDATION PLAN A-1 1 ROOF FRAMING PLANS A-1 8 INTERIOR DETAILS A-5 FOUNDATION DETAILS .Q.-12 SECTIONS A-1 g REFLECTED CEILING PLANS A-6 FOUNDATION PLAN A-13 SECTIONS A-20 POOL HOUSE ., A 7 03ASEMENT FLOOR PLAN A-1 4 SHEAR DIAGRAMS � NO.7041 FALA40UTH �t3 O G f> CODE CLASSIFICATION44 PLAN # 1 142 USE GROUP: R 3 CONST. TYPE: 5B COMMUCTIMIMT112MlIM3 MASS. BASIC WIND SPD. 1 1 OMPH EXPOSURE C BID/CONSTRUCTION DOCUMENTS '._�11/I;i r _ � 'U F7•. el �, • �• _ I nn nun.. . 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M02G J� f>rl v. 1 "L t ,..�.a�• GLNGRETE ArMAT TO FOOTING DETAIL FqWCATON °P51 F0.WATYAI WALL------- Nl STIR PRIOR TO PqR 5 - RF�•✓H'.RGM6 RM(VER'fIOAL), _ TYP.Pm 5DE5 SCALE I"=I'—d' SM&SJ�RAN FOR COLUMN @ �DAA81f @--TALf OUNDATION WALL WINDOW@ FOUNDATION to 6ALVANDm PPE STOP - SCALD 5"GON6RETE SAD w/bzb-IO/ID "avulm EXPEL+IGN ww® 2 _ . - WWF AT MP-DEPM,&b ML - - PE&{ER,TYR,S •�- N a'S.Gff Y —- - .A'GOIJGf�TE AD W Nfb 10/10 WNF AT MD DE'M -` FGR NALN6 REfU c .WAIL C.GN.STRI.rTL'.N - �g b MIL PAY. TO M.Do NO�b ON SLL. N WPGM IIO TD.WALL®0 C) A 9i C, 7Yp, EXPO D OJPE x�z RATE WASE25 ®R'; E ilom— WyCONCRETE SAD W/STONE - " My '. E ' f 6"ACTFDPT.?.�Oxb 5LL DOYN GR h RNISi6RA 4 j. LIE OF RMDIA STEEL ANCHOR ?s -s* -,�" ED-I.ONGRETE , , .�. .a"OGMPAOTW GRAVEL OR � -." a 5.-,�.x;< s.-.�-. ° -) }- - 06LT5 O-e OL.MAX - G --- --- - --� - -- ----- ------ ----- 2x'i KEYWAY yl���f '"SAD�w/(9)p4 REDARS 2'-O' LO"GONGRETE P0.FAA "EXPAN•�IGN JW 2"RI6D N-L / -,--�— I OLD DOWN DETAIL 9�FSI 110 f"OPY.RtfE PA.WATION `� ge' Sw "i ANGtYJR NOS w1uFS - 9p00 P51 8 &VxV.k RATE WWIRS X 9 KEYWAY ALE "" SLAB @ GARAGE DOOR ®r DL'QAAQ a"MAX 2 Goars nSPrv�r r1z�ENDS.PEPEMDEDDED TO 6240M FaWATION DAM », w P�'ROGFN6 V"PSI SALE I=1-d -•''' FD DO.FT6. - ••' 11 rum GRADE- - •�GRJf.CONCRETE 9�OW PS I A7 W �o DAYS SILL DETAIL PATIO @ @ �� ` AV. FOOTING DETAIL WALKOUT SCALE r=r-d- EDGE DETAIL @ PATIO o NO.70�11 �' � @ coNSTRucrroN ser 12Nv1S 2 FALMOUTH � ) 56ALE SCALE r=I'—d' ss YA>sR®SH ASSOCIATES, INC. O� .h BARBAS RESIDENCE , ARCHITECTS-PLANNERB SCAM AR DATE PJ-Tf AMMVM _ DRAMun J; 111 HARRIS MEADOW LANE F BARNSTABLE,MA I FOUNDATION DETAILS FMMM rZaAAeet nAs1947.Hn „s oxAw A,-"5m i - APPRA 60ADE 29d A,w Romuwl 5YSTVA ` MAX 2'w 6ALY.PIPE O&T®TO FASTEN RAUM, :.• .... sraE vem W/ NOTE: SYSTEM TO PB°E "ET"`TESWATMIRMF • POOL FENCE ENCLOSURE,POOL, AND ACCESS Mal vvETBww POINTS TO MEET ALL STATE&LOCAL BARRIER %OM AWAY fIWM MUSE REQUIREMENTS 29 / r° r \\\ �� \ AFRWk GRADE < ow A-6/ 8ff RETANIA 28d c WALL Rg gALLFCR C06WA(,TEP pampA7� RL7i•ORCIIIp\\ ' � I — �SMD/GRAvti UIDHt - —— — — — — — — — —— sra� - J I I- - - -- - - -I Rests a¢"oc.How a �ARRaC GRADE - wAFT� - 5° ,"°I PRAM ` try 9e o tt 6 I ( ��"— 5�P51 coNCRETt NM I of POOL LOCATION APPM DIA WET nags®a'-d Oz.. ( I ( MW AWR 8" cR)s"w sro►E I r-k• r- - ouEyTac srEs R" ®le oa.DOM L — — _ - - -- - — —— — - - - - - - - - - - � W/8"MAx.Sra� TlaaS mr�c T®OP OF PATIO RhU5H ( "4' �r. �' "•��`.-'ems D _ f3Ev.gad _ arm L — — LArDSWE WALL Oa.'TWE 7-4" 8-e 9' - 5-k• - Pavm POUr 7 a-a LO V45 AT PATIO " C � RETAINING WALL DETAIL I - - - L L — —— —— 66ALE Ula r - — earo caac. �1 I4 NWO ( I A.W.9A5T 28-$ - R®aaRCM rOv FOUNDATION PLAN SCALE '=1'—d' ,kopED Ary tea.. NO..704 t �, FALMOUTH 0OF 0� =9MUCTI0N SET 12M1M8 A YAROSI—I ASSOCIATES, 9101C. BARBAS RESIDENCE r ARCHITECTS—PLANNERS 111 HARRIS MEADOW LANE II WQ& AM M%M Iv n I&worms _ x,WA M G BARNSTABLE,MA L I FOUNDATION PLAN '2"� w�.na�Aa�rrs °RA A""� RldMR4fU/A,QBlE007DaTTDNB - ,"f / 8-Id4 3 XWAI rYve KEY tJ NBBBIAEvillllMIOID�IWNVbBYBIBIWIMA9RLiClANdIBr001N7�6tNlnINm7D�j 2 (rW)-� 2xA RgYPF WALL GOpST.Ai U."OL. 4 WI8YfA8)BYA WdLL'®BON®1TNTWOfi®iORTE OMEN aAlDl®aMaOILCONRMCIOL GAwl4 9'dx7d 5AJD,PAMP 9'-b ' Zxb Rant WALL GOt•57.AT 1W0G.(fl'P.) LDMW N�e1101iDBe@W0VM0VEFWLLO F1311AB®R. I '2 - F$Bt6lA6 DGbR 1-2" 2x0 ROIGf1 wN1(.GT57.AT I�oc.(f1'P) E MDMU B".255 O B) ILInmlmOwr.r TMWIIIIYMN.JAOmomwo171DIL NONaLATCU _ S 4 I W4 aW14 aWI4 M%E PETFLTOR wlRMneouDr RlXCIDTYC611FP NDouoreMm ` TO& FEAT TETFLTGR 0 of FFIOYCBANMTB�TNRaMMR8T818/ O r . BEDROOM rdxr �i � A -.y FROVDEABDOBiwTEIorBOlTe+srel9ATRMBDNDUALCtGRAT01010ALLHOTMOg6iFYVlD•BIBAIDYALY®. -00 _ n&-ru GOL DElEGrLR a ALLn6�lOBORIomLnaT®TOeeeBeDl®sYOwIBa Y( 1 4� pu b \ ALLY FM&vrNI aJ ARaaNORDrFB SY87BIToel,TRAN401118iLOAmIML - - r (;,_h 4 a T y� 74 T04ALNN1�vYHL n$tl 1m WAN00/NRmmUGHIMIT Oga0 - a �� + O�EDROO O1L - 04 RIM RAW Toa MMFROU RABB6TfIP.AND 81300MRXI RTD BERWM ROFATMOOS& • `� ,dl � �, d-4�' �} wAN a) OOCOMMIOMLOCAYMNIMFE1DBYBL O A100W1®t �f w ®®� w , �Y 4�" d 4` a g ygTT I CANW-Ts / - HATCH s4 q LKLY1 BAaW ROOMS W FMVEt MNM M9 E mElk - 4 APAT i/� /I �J czu" YWOODTROWELOLMTOBI O.x AB�81:YABIaiaDE _ STORA(iF. ` 4 6 1d � ' 4 ALIBOARD N BASEMEMT LEY TO BE MOLD noes RBMBCBIO/BIBFRDOIaMOm N b+ a R 31 Nsu- WSISTANT. IDIlR aC01ORDOi Q ZQ *FNIIHB7IIIMMLOWERLEV6 AG 007 7nd0�zYd 4 _ a' j 4 oY Zdxr mCe PAOMDEHIMCAFMCITYRU MINI EAT WALL W/k NOAMm 5 O HAIL 1�1 s Yc'I Id PLYWA7D 6A[xHZ OOA aEcrwc 1 A.T MMILOOCUINBAICdtAWNIM1 MFORTIBBNOENSWILBECd EMEFMASPAWCFTIE MOW WR I E18CIIBOAI BPECFLIOg67FBIEl$'.NB➢11LWLLBHOOEIICfii�0001RN.TWIB1AUOlINR.M ON I 2 BOO P81200nRACTOMWLLHREAOIlILMO WAM COl11U10=110W=111IMI - b W-1 A.TIEWORK1aWt71E4OPECFC1710NDKLLM 7MFt MMBOFALLTABORA DwTERNLWW MMMANO AS NBCBARVTON488LAC08'MJOBAmREAOYFOROPEPAW. ) e1 STORAGE A( F( 0 TYP.POT AEY I PF11 N/SLED DILY.KW a a A.TDME TBNALL MZMWNA0001CNCBWIINTMLAYWRUMAWRMI""MCFIMgMTE t - 005 AR I ®P05T LOGhTI0N5 0PMAB01=11� IATIEI IB ADOALCO�ASMIMNEMMY MWONNOMMIAMIXIS ECIRIOAL - �ECi �iAl TA Jo5T a le R ALLE7WMMWWNBNMIDALLCOIlMMM WMM NMLLBE NAICOROA M VM IDW CWSL ---- ---- .' cAueRM1I71QCINTCOCYC101iNWLBE0OR9�IBIYBMABD80TTBNOR718FHABRBa�.sIOV - 000 1�"TLFrStSFRMD II I NAT® - - JEST aALLfiBB]ERCQCICIO)IBNNILMMPMkAMS1MASMWW Q WBMATMMV. Lw OF STAR . 4. - RAW"AROIE 10 2xb 5LL IAI A.t1ECOMRAOTOR BQ EDWAMOOQDBMTEHB%V VM LLTR80MM10Y®70EIMR8? 5LL II 11 10111MMMMIATIM AMCFEWI OIL P.T.2x4 ON TtE ftAT®16 &TMCCNTRMORNWLV9bYF=MkM WMANDLDt•OMAgUMFIAM%ELEVABORMALL _ OL.R�i0 cON'.WALL _ PMM70R0{IRFLL THEELEM MAMI)CDWBBRI%MMWLLMM HOUBEATRCUQI VMOMMF 70 W/IL Mp ISLL eETy1�4 _ QTNBOONIUICICRB)ULLffA=Ni,R4B=r0. FETBBIBAI�Ol1Q318M,MYFEMMDBACK - '.[ aWOMADOMNIIEI PAFNDW88FRp1AUTFCR118':D7INTHAVEJIBMDICTDII. QNAIERYfLAIOBaN8,T81pLLBEUI,ABYHAIDABA,84gOYFDi>plNR3C®BTRWDE - -(2 LANM UM RETM BASEMENT FLOOR PLAN - &OMRW MWMNYBBIMFMO6YFJNR�DMOFFNALAMPURE RMROL BM mr-mm - DEF$IINEYIITERMLSO WOMATCNATNDCOBTTDOWAR CORRMMMAAOEOUMm Nam= NEM&WIIOMRSAN RBV4�RSUB GLV VXMEATNOM W 07MO MM _ !JGALE F.aNLYR'OTARMBBETOOMMEBRIIBtFBMLPAYMIT 4 uvusBKUMRNO O MDF MB ER RBC ® _ Y RIM JOIST DETAIL OVK ®AMMAENQMCMUNRDAUDWAMM AILWINIBOCLW®NB8B BR MLLABMBIB♦r'AICEDNBABEBC.#UW FORAFRINCMTHROUQD NMM8R . IS UORWAaeiORYBLTBO8IIEIOBi$HWIC.EICMEALLNOLI®NTIDBABS®MOWSL. .. -.. _- - --_.___ .. __--.__. - _ _--- ._COMAS K WREISNALLAREABNE BYCODE FRO=FOWP)ORWIlIMON BICD86---- -� ---� � ����w- - ExTeaDR FRDICEElECT1aNLIND6I GMUMMONMU=DEa MI MAIMNICINIE. F.T.2xl9 UP"' SRJC PA A OFFDW(QE7X1680R8PD►UaRBQ1YOIlQ10E1BC10t8N1aWFAl1EN00FARFJiB- ON cOt 4um tx*LVL Was I , CONSTRUCnONALLOWANCEb: i LOCATION 1- ALARM SYSTEM $ 4,500.06 -N4. 2 KITCHEN CABINETS d TOPS $ 75,000.00 - a KITCHEN APPLIANCES $ 28.000.00 • yJI - ( ���- - 4 BATHROOM VANITIES,TOPS,d $ 10,OOD.00(INSTALLED BY - BR FINISH FLOORING CONTRACTOR) `%. _R IF x I - - S. FINISH FLOORING $ 50.000.00 ( Tdl.2:r7,Y)ISTS®�" -�% - - IAJ-q- 'A% -- - -- --- -- Ir-- J -------- a 8. TILE FLOORING S 8,000.00 i I I - +, p+ 7. WALL TILE $ 8.000.00 -- I -- -- - L-VL MANTLE ALLOWANCE $ 2@ 3,000.00 I t_ ! �T - I i I 4 n,- 1'�7" S. BUILTaNS(BD $ 28.000 - - L_ I. L_ If v /,. v ry� ., 71 10.• PLUMBING FIXTURES NCLUDEB ` $ 8,000.00 I I L 2 Q Yt.L SHOWER PANS,ALL FIXTURES,ALL - i RY A �• A ['L-..• T.P/TOWEL BARS.ALL FAUCETS,ALL G_- -- - -- F I n NO. � 16i(+ SINKS 8 TUBS.WATER HEATER ". '- - 11:• ELECT-CAL FIXTURES(SEE ELECTRICAL $ 10AOO.00 I • _ J p ��/� yL� SPEC) - -- r.�'iL1V6lJUYFI • PLODS,SWITCH, CE(S'ETC. '' .. p�p 12. (HOUSE)ALLOWANCE(SEE Ora) .-500UNIT5 -: � 13. LANDSCAPEILOAMISEEO $ 5,000.OD-- (2)Irx1I�M C� 14•. FINISHED DRIVEWAY $ 10.000.00 - Iy. .1L s 16 0(1, FT.U5F1 LVL Ow I=m 1V DOOR HARDWARE $ 2.5DO.OD I v F 'I i Iw1m om LVL M IIM m -- ..- Ty t P� 16. HEATING SYSTEM(INC.-SEE SPEC) INC. 17. BUILT-IN SPEAKER SYSTEM NOT IN CONTRACT 18. CLOSET BUILT-INSIPOLEISHELF S 5,000.00 18 FIRREEPPLACCEAT OSURROUNDS,BEDROOM 6 $ 8,000.00 yiAW. V a ~ p� 20.- HARDWARE FOR BUILTJNCABINETS $ 1,500.00 BAR RESIDENCE 8 pAO 21. SHOWERDOOR NOT IN CONTRACT w - --.--_ -. - WW --I V-� x1 RM ® l x� ,�� ® �+ 111 H14RR13 MEADOW LANE 22. PORCH FIREPLACE FINISH INC.IN BASE BID A-5 ---- -- -- -- --'----- "-- - �' BARNSTABLE MA SWIM MINO POOL DECK FINISH INC.POOL 0 .T. x... F 1/ 9 PT 2x8 5LL HOUSE MOOR $ bD,Dm.00 .T.2 I�xIE TTJCfitsTRMD 2 ()TE5(StIONN 24. SWIMMING POOL $ 75,00000 25. GENERATOR $ 15.000.00 \\ / q P.T.Txj9 P.T.2x10 LBGHt 5NK A- I ss.A21sT HAN6BL F. caNCREtE P. 1 s® " L. CONSTRUCTION SET 12M1MS COST ALLOWANCE FOR PRODUCT ONLY,INSTALLATION INCLUDED IN BASE BID. P.T.No ON LGiJGRETE + N 2)P.T.Zxb 2)P.T.Zxb YJ4R®59-1 INC. CONSTRUCTION ALLOWANCE IS FOR MONEY HELOIN CONTRACT FOR ITEMS ABOVE.THE C4WREM "I - -- - - -----' ---- --- 'q ASSOCIATES, CONTRACTOR SHOULD ADD A I5%MARK1)P TO ALL ALLOWANCES IN BASE BID.IFTHE �` a• (1)P.T.Zxb 51.E _ - 1)PT.Zxb 5LL ARCHfTECTS-PLANNERS ALLOWANCE IS NOT USED,A REFUND OF THE ALLOWANCE PLUS 15%WILL BE CREDITED OR ------------_- -- (2)P.T.TO RM JASTS Or NOT BILLED TO THE OWNER.THE ALLOWANCE SYSTEM ALLOWS(MINER THE RIGHT TO - / ;F i - 3 a SCMZ AN - g.p. amA01Ba - WANI W* PURCHASE THE ALLOWANCE ITEM OR DECIDE WHAT PRODUCT WILL BE USED AT A LATER N .1 .DATE. QI:' 4"xo - FIRST FLOOR FRAMING PLAN BASEMENT FLOOR PLAN ALLOWANCE BACKUP PAPERWORK WILL CONSIST OF SUBCONTRACTORS BILLING.BILLING WILL BE DONE ON AN INVOICE SLIP FROM ORIGINAL SUBCONTRACTOR AS BACKUP TO THE / Ss,'m'f COST. �(> Wam SGALE A"=1'-d' IL m DAANND-N7llaFt NDREB CONiBAf®c ,, , • ALL PORCH CELI IGSTOBE18T&GV-0ROOVE • gHa10ROOM PANEL STYLE WAINSOMNDTOBECLASSIC7RAaIlOWIL • ALL BEDROOMS TO HAVE CEB110 FANS RAISED PANEL WAMSCOT FROM I EW ENIGIAID CLASSIC' • • ALL■ITIKRO01A COUNiBTOFS TO BE GRANITE • AUTO FLUORESCENT UIS TS MALLCLOSETS • ALL BACK SPLASHES TO MATCH COUNTERS _ w l,. I • ALL BATHROOM MIRRORS PROVIDED BY OWNER • ALL SHOWHtSTOBETILE • ALL DRAWERS FOR MBLWOM BUILT4NS THROIR#fOUT HOUSE TO HAVE SOFT C! SUES •• POOL FENCE L BARRIER RE,POOL, ME T00688 POBdTB TO MEET ALL PROVIDECABIETFRONTSFORKIT% NAPPLIANCES • Wq�NG TREATMENT IN STAIRWAYS TO BE 4S'H SHUPLAP BTATEi LOCAL BAR■Bt REQUIREMENTSI T EIW R DOORS TO BE BROMISTONE INTERIOR 2 PANEL MOM TOP It THIMALDER WOOD DOORS.MOORS STALED,TRIM TO BE WHIM e-e Zd o" 04" 7-d !!l--- DLLE57af rREADs If-0 5� 3 11 / A2BC RALMb WALL AR�24A AR6I "'m PN niE5rae PATIO am Plm ACID r------- ------ - -- A" AR5I AO AM cW145 F5045 CwI4s Wo TeAlER I I 4�5` 6ID i 4a� DIAi a" F'SO.�O UO -- . I m I I I I " LFJ.Nfo 4 SCRMPOWH -----� I -------I L-� - '" y ICI _ --Irf------Ir1—MIRR4R • �` ;t '" FAWr£iU� I I I I °gyp- I I 1 1 I 5PK 110 •,P !UWY FOAM I I I �\ ""I I iA I I I I 6 BATH I0) T � � , 1YLiF GlK1CTOP 1 I i �\ i, I I � L- -J L-----J L---J F /viffw- 1 v m °ttFaRma Kff�HEN w/DOAM DRAFT vwr NOOK gALr _ ° - - -� -- - " -wa ® .O O ..`•'.� � � I I I /� �J I I I I I _-�� i 1 I I bl ?; 0 0 / 44 _ W0.F i i IT sr�& LHN --.. � L ------J L------J mEE r -------- r-------I I------- ---J L-- in TO STATE& ,� y_el• ■ I I I I f-"---� r-----� LOCAL GOLC9 III 4 '+ .... III Ii 1i 1- --- cam R I I D� I I � b � j NOAtS ' PA D our 6 Ak 4 --L�------u TR 55 � _ T l3Y b 4 7dx7d vdX7d 70Tt GD.•�1� &_ O q LAV ` v °. 6 �` ---------- it 4 T 70}1 47d �^ ---�&- b m " PAN to A .. r e4N 7$ i 5"IF EWW b uT I 1 dx7d NASM t�BACK ddx1J 6 7 6 i DININGRAAL °� q cn I W.I.C. ~ h ENTRY a cxrh Y� %dx7d 6 LlrF-PANEEP Vloar 1p, &f Hap POOR ww V %E.UrES - Ndxb$SA.D.PA . sue" "PA v / ~ - FDi6LA55 DOOR -Fl.T.00Ad '�+'----- ----f»j:E5T97•f-PGROM----- - - \ va, 7d 6 M PAMrFD O%W� yM/� 5T1�5 DORM TO - O / / POOR 7- 7-0 g R5t3t5 q' cOIIAM FR W.pOARD ALL �^� �„ r` W&L5&OELM6 \Q� FIRST FLOOR 2662 of Ar ` CAR GARA�114 r SECOND FLOOR 402 of > EPDXY R.00R COATN6 or � LOWER LEVEL 801 of R� M GARAGE c dT :, n1 A I A7 TOTAL 9665 of GARAGE 746 of _ FIRST F KOM � J �NSG� � . COLUMNS TO HAVE STEEL BASE AD CAP RATES WELDED . PMDOXE70TOWEI ORCOMMUWFM WARM RALLEL�TOVFRA�MI8 rs NO.7041 � �`���,a . NOTED D 07HEFWDOOR M HEADERS TO BE(8)ame vdPLwvooD LBr E88 Qh ty . WALL TYPE KEY ap F,ALE OUTH l�'" • ALLCOLUMNSTOHAVESOLIDBEARMBETWEENFLOORB. u4 RAIEH wALL Carr.AT WOO.(rYP)—fl 'gyp MASS � *, 4x6 PZ01 WALL COOT.AT IWOZ, (rYPJ—© �j� zxs Rant W&L CasT.AT WOZ (rYP)- F44 OF�AP�- V* 6 SMOKE DETEOTOR / HEAT LETWOR Q CONSTRUCTION SET 12111H8 COZ DETEOr TOR ® A YAROSH ASSOCIATES, 61\IC. N� BARBAS RESIDENCE ®, ARCHITECTS-PLANNERS 111 HARRIS MEADOW LANE , WALE Imm 9 n AFNOVO - mimen z BARNSTABLE,MA I I,.'.i FIRST FLOOR PLAN �.1 ra�s�e �►7�ACn7�8 --� _ WVK WT A - DOIR4E Ww L LE% u NW g II DElOW TR • J I fb- STW W4L I - POR AppyP '::2 RN War Dig I -- `. }' LN-r®R xlt�rre�.RSTRAw �% r M.6RADE RAWA7D � Fx,SCREW® DEEM d S - CAWLEVER .. - - • I it 7 \ M' MA �Lp _ t r PANEL' , I - - { a � BLOCKING DETAIL . - _ 5Lli a ' -- F u _ I' �r , xl •L 1. r, � r; � SALE I y, 'e c r 2 4� - rep ,4� L x "LVL .. . _ - -- - 'DEAN 5 I - ". � � a�e � - z t 3 ts` r• �` ;,u f• �` x s >,.� € � I r xlb� q I� —-- I r STAR aPEAIBJb � a `', .. v a � P 's' I . I y k ALL STEEL E GRADE 50 Y TO B RAD �_w DEEM -ALL STEEL COLUMNS TO HAVE STEEL BASE AND - -- — \ - _ CAP PLATES WELDED AND BOLTED TO STEEL " OR CONCRETE FDN.BEARING ` -PROVIDE MIN.(2)TJI JOIST UNDER ALL WALLS }- k ` PARALLEL TO FRAMING EXCEPT 0 5W JOISTS SECOND FLOOR FRAMING PLAN DE 3 2W ALL WINDOW&DOOR HEADERS TO BE( ) Arc I SCALE '=1'—d' w/PLYWOOD UNLESS NOTED OTHERWISE - CONTINUOUS r N' ALL POST TO HAVE SOLID BEARING FOUNDATIONS r _ I I - T i ' a /-n - - • - \� -. " qr lmJ jS®Dofti FULY AA'ER®RLBDBt ROOP,. : SE WP.PECK P.T.Ax4 P0T WrCHEP •. 70 ENDS NOr TO DE PEFET} TEP WT&FOR TYP. 1 p . Z/ � "- �\ Zr I ( - w/SJ�ERS OR FPih}® IPPOTAMTION 2x P.T.SIMPERS fl-aOR _ FNI�i FLORM 2x P.T.�5 NO.7041 F r I I ®woe. R t P F3La�L3l179 4 e SRPaaN Siw 5w PLATE TIE MPFt WRD SPO FOR)IO Ix9'AZEIC iReA O Pq G3�53 $ a , (fil0 LOL 5iRAP WA �' /) 1)))/ 1/ \ / \ram/, OF raLt�DN WMMJIF.5'EE6 FOR - » :6 TER ONNjzB'AA1.0C' ` ! °�/ ` FLU t1f.SROS REDLrTMN fRO#A R-0 PATr NWATM WVOM rA"52-W TJI.Was 0 w'04. 9`2xs .. - �M1GK Sf1A5 RF.QUIRID hROM - . 7Ai11-E 912F.wFOM 2XW JOIrT •NLT5 SrAWW®W 2 ' WATERPROOF DECK DETAIL REALME 62 WA TI 5-d ceNTtebUS of rwo�v asre®tr 2ra wau eotsrwxreN of, wro 5av woav 2� %'ke I"=P-d' CON8TRUCiION SET 12/11H3 s 2,wuc snosy ter6 _ YAROSH MISS®✓IA'TES, INC. HEADER STRAPPING &q5r PLATE aoMVt�" ARCH"ECTS-PLANNERS BARBAS RESIDENCE � A►L VATM AMMM - °1tl1'" 7W � SCALE I"=1'—d' 111 HARRIS MEADOW LANE "R � ;' FRANONO PLAN ZA WATERPROOF DECK DETAIL BARNSTABLE,MA �F>®:.m;, SCALE r=1'—d' MA MA9PEE MASSApASETT3 DIA"A en 2 2g d 9 O 1W r �r' J. All beams to be fabricated with natural camber up. TEMPER Ph PE K. All beam Imemectiore shall have web stiffeners above a below beam. I SUGGESTED SPECIFICATIONS 15.ROUGH AND FINISHED CARPEMRY: A. All framing lumber mats not engineered humber.except where otherwise noted on drewings,to be ?}m 1. GENERAL CONDITIONS: General Conditions are as per Owner/Contrector Agreement In the event of Eastern Spruce with the following minimum properties:Fb=1000,Fc=-,IK E=1,200,000 RE ELEVATPO a conflict between Suggested Specifications and Owner/Cantmctor Agreement the Owner/Contractor Agreement B. Use two(2)Simpson A35n framing anchors at each rafter to beam,header,or plate unless noted shall rule. otherwise on drawings. Use Simpsori joist hangers at all flush connections of jolsfs to beam unless noted - G �6$ � O W0d)m Hr. 2. UAWS,ORDINANCES AND PERMITS' Comrades shall give all notices,obtain all Permits,licenses, otherwise on drawings. Use Simpson hurricane"H"dips at all rafter to plate connections. All exterior ` • cert fidgea of Inspection.Of approval,Of Occupancy and dhar Such Instruments required for hls work and pay all corrections,to be stainless steel. casts and fees for same.Contractor to make an necessaryarrangements far connection to utilities and a all C. Lumber and has fastenings to conform to the"National Design Space.for Stress Grade Lumber and 9" 4 nit pay 9 charges for acme. Contractor stall o the National Lumber Manufacturing. Framing contractor s train end a for Fastenings" Shall I work' vitae the building Contractor or to nd restrictions its g coordinate his pay gpermQ. 0 sad re Deed of by rig v pertaining to this site. with that of the omen trades.Framing members stall be located so as to clear plumbing lines,mechanical duds, 5XPD yppypry � 1 -I etc. ��pq�NLrN RpO/LM/y� gal Plans and specificetrore provided by: D. All header sizes shown on frami P. aG�lLN\Q LAWN �tiH •-b VANIT/ nit plans are minimums. Contractor may use larger sizes for •Architect aandaWhation at his tlkaelion. - /y `�i FM B Yarosh Assocgtes,Inc. E. Headers shown as having"117 plywood"on drawings shall have one cominuous sheet of SQL. 4 ' - 10 Cape Drive plywood,N11 height and length of header,sandwiched between dimensional lumber, x ' Meshpee,MA 02849 F. Plywood sheathing: I / �, SHELVES (W8)477A731 1. Sub�F'Ioore,Exposure91.3/4"APA"Stuld-kRoor 24-23132"glued and nailed .91 /�pjJ.j(j construction. ( J t" FAN bi 3. TEMPORARY FACILITIES: 2. Wally and more,1/7'CDX exterior grade plywood. i� 4 7. Work Included: Temporary fadlitles and controls required for each Section shall be included by G. Treated lumber stall be'Wdmanized'0.401bs./co.IL retention.Treated lumber Shan be used at; O b c o ntr ado'squir reing eame. 1. AD wood sills In contact with masonry. S 1. Temponaryutildieselecoicity.Mainline N.I.C. • 2. Exterior deck framing. 2. Sanitary Facilities H. Wood trim(unless otherwise noted)to be square edge..All exterior wood trim to be primed and back-Primed ____________________ 3. Enclosures such as tarpaulins,barricades and canopies. by Painter prior to Installation. I STORAEE 4. SUBSTITUTIONS AND"OR EQUAL": Proprietary Specifications are deed herein only to indicate style All window&door trim to be'Azek', vIN WeS. TO A >n and quality. Substitutions are acceptable but must be submitted In writing to the Architect's office for approval I. Exterior aiding to b ce e white dar shingles,(dear extra)over 015 felt(No Tyvek) j�(py�F19SE W® L 4 Si 4 SfORAW 4 - 4 The Archflect will respond with a wri ten approval or asap>proval. J. Gypsum wall and telling boards to be i/2'gypsum board except where noted ae fire rated.Rated -• WP PECK 6 ei S. SHOP DRAWINGS:(if reauiredl board to be Sm8"fire coda gypsum wall boards. Ceilings and walk:tape all joints with nylon self adhesive tap. - A TheContractor shall submit In trip0cale to the Architect fair its review,schedules,shop and Batting and ready for skim coat pester smooth finch.Exterior carriersto receive metal comer beads and exposed edges drawings,giving all necessary details for the proper fabrication and placing of the work The drawiils shag be to receive'V mold. In wet areas,tube and showem,use'WoMerboard'w"Durwk'waterproof boards.Screw, -I checked by the Contractor prior to submission and shall be used for consuudion only after review by the - wallb and win bugle head 1 1/4"type'W'scaws spaced a maximum of 12 O.C.at ceilings and IV'O.C.for 4�'car r_, T-O� Zr, Architect andfor Engineer. The review or me drawings will indicate only that the general method of construction walls. and(totaling is sad factory ale shall not be construed as permitting.any departure from the comrad 16.FINISHED CARPENTRY: 6 -rNry requirements,or as relieving the contractor of the responsibility for errors that may occur in his drawings. The °+ Contractor shall hotly the Amhftect and Engineer In writing of any discrepancies between me Architectural and A. Exterior trim(unless otherwise noted)to be square edge,'Azek'trim for willows and doom. Structural Drawings before continuing work. No work shall take place without approved shop drawings andfor - B. All interior wood trim i to be clear poplar.) - - - SEEELEVATP02 samples. 17-CAUMNG AND SEALING: RAL FOR SJ'_TTME B. Submittats Required: A Sealants far Joints noted on the drawings as'Sealam"shall be'Dynatml I" as manufactured by wwm�'3 1. Structural Steal Pecom or equal. -r & SCOPE OF WORK The scope of we*is Indicated on the dravMgs and Includes but Is limited to the S. All sealant shall be in accordance with manufacturer's specifications. AD Joints to be sealed shall - following MCNtadurai and construction work: _ be thoroughly cleaned before work commences. Prime all joins when required by manufacturers written 'p O�j� ��j A. She wark(seedravilng by SRe Engineer) instrudlom T�r� if3�fHt B. Electrical work C. JODts to be sealed shall include Dut nrot be limdetl to: - 7 4'_w,l," C. Plumbing work 1. Fxterl rphin _kit -Z D. Heating work 2. Windows and doom - � 3. Between dissimilar materials. No Plumbing,Electrical,or Heating plane are provided,R Is the Contractor's rmponsibility to hire qualified 4. Under saddles and of a. experts to design ale stall such items and inform Ardxited of any structural changes to pans - 5. Where shown on drawings. 7. COMPLIANCE:AI!work shall comply with all applicable Federal, State&Municipal codes,laws, D. Caulking fa joints noted on the drawings as"caulking'shag be#707 as manufactured by PTI or _ regulations,ordinances and ooversns.Contractor Is responsiba to nogg Architect of any discrepancies or non- BC-158 as manufactured by Pecos or equal 2 I .4 -� conarmRias in plans ale to bear all Boats arising from recrifying work knowingly performed contrary ro ivy or E. All ceWkirg shall be in accordance with manuactvrers specifications.AIIJoIna to be caulketl shall yam, A- _ best practice. be thoroughly cleanse before work commences. Ptme all joints when required by manufacturers written 8. QUALITY OF THE WORK All work shall be in accordance with aaxpted tretle practice,aD materals instruction. - snail be suiable for mein purpose. The Owner and contractor will adjudge me quality of the work and will have F. Joints to be caulked shall include but not be limited to: • SECOND FLOOR PLAN the right to reject any work that Is net.acceptable. Moneys will be withheld unil work has been Installed as per 1. Interiorjointe - - contract document. a.Door frames. - .. 9. GUARANTEE:Except as otherwise noted,the Confront"shall guarantee all work against defects for one b.Where noted on drawings. SCALE C (1)year from date of Substantial completion or occupancy permit Necessary repairs or changes to include 18.ROOFING AND BASHING: ..wCALE_ �r-Ir dr making good defective or Inferior work and all damage to property caused by such work or by correcting it A Roofing shall be'Anchred style asphalt root shkngles'Cedainteed w/humcaxe nailing,over lee ale 10.CONDUCT OF THE WORK: Provide necessary endmures,banters,scaffolding, ladders,etc., as water barrier,4'up from eaves. required far Safety.Lines,levels&grades:The General Contractor shall ay out all work and establish all points, B. Provide and install concealed flashing at all intersections of root and wets,chimneys,valleys, - grades,lines and levels and assume all responsibility for same.Rubbish removal,cleaning up[ Clean up ale doors,windows,etc.and through out the project to prevent any water leaks. remove each week all trash,waste and refuse materials of any nature resulting from any work.At completion of 3. Provide Ice and met banter at al valleys. " - - buildmg,leave"broom clean",do all special cleaning including windows,stains,fingerprints,floor and wall tile, 4. All gutters to be white aluminum hag round with plain mule downspouts. ,. polish hardware,dust fixtures,etc. S. Comrador a responsible to provide flashing to all areas throughout the Job which may.leak from weather 11.PROTECTION AND INSURANCE' Continuously maintain adequate protection of all work and materials related conditions. Rubber,meal,or equal may be used. R will be the responsibility of the contractor to follow _ from damage and priced Owiners property from injury or no arising in connection with this Contract.Maintain up and inspect all aess prior to Mal enclosure. oil R ftZ.KRAFT-FK.61 adequate Insurance for protection under'Workmen's Compensation", claims for personal Injury&other 19.INSULATION: - - . jbkTf INSLAra4 Insurance as required by Total codes and best prachm. Fire Insurance will be cartretl by Owner,on 100%of A. Provide and Install glass fiber Insulation as shown on drawings,or generally WRLE AS WALVU Insurable value of structure,not Including Contractor's tools or equipment. Both parties shall contact their own 1. In exterior wail:kraft aced as per plan. E. Flooring and Trim shall have a cola slain treatment and be finished with ors(1)coal of clear water 249 RN TERS®W'Or, Insummoe companies to rewewthe necessary coverage. 2. In 1st floor framing:E'kmft faced bxsuletion, prima and four(4)mats d polyurethane dull finish.Stain to be Selected by Owner Aeppficable. RE FRAMM Pi.MI 12.FOUNDATION AND SLABS ON GROUND: 3. In 2nd floor framing:S'unf oed insulation. 24.FIREPLACES: A. All footings to bear an firm undisturbed of minimum bearing capacity of 2 tons per square foot 4. In roof/ceiling:17 Kraft faced insulation. A. To be constructed as per Local and State Building Codes. B. Botoms of exterior footings to be carried a minimum of 4'-0 below finished grade. 5, Perimeter sills SDI sealer, 25.CABINETS: ®R J C. Where footings are stepped,bottoms to be Slapped;not more than two(2)feet vertical to lour(4) 6. 3-1/2"at all interior walls. A. Kitchen cabinet work allowance as per Owner/Contractor Agreement. Builder to supply all J feet hortnomal. _ •" 7. Insulate all hot and void water pipes blocking required for Installation n of an cabinets and vard ies.See aloweme. (?",M DOARP D. All excavation and foundation construction to be In the dry.No concrete I.to be paced In water. 20.DOORS AND HARDWARE: - 26.PLUMBING: r/ E. Do not backfili against extedor foundation walla umll lateral supports,top and bottom,are effective, A Shea to be as shown on drawings, A. All materials ell wont -provided shell be s a000Nerwa with the foilovring codes ell stadama. umeas wall s adequately braced. - B. Garage doors shall be motorized upward acting,custom wood sectional doors,remote operation 1. Massachnn..f.PI-big Code. F. Extedorfoundation wall shall be damp-proofed with two coat of approved bituminous material from by rapid control. 2. Massachusetts State Building Code. footing to finish grade. C. Finished hardware including but not limited to closures,stops,butts,cylinder lode,ovemea0 INSULATION DET ,,,J_3. f the tin ersl Salary and Health Act. G. Where Nlirg s necessary to meet Me required eaD elevations,provide a granular fill compacted to tracts,closet{ides and weamorsapplrg shall be furnished ale Installed by the Comredor. He shall allow for q. Standards of the Undemwriters sberalorl.s(UL). G G/A' = =' min modified AASHO-T-180 density of 95%.Grade to be stripped of al top soil and dMetatous material before irsalfing hardware. S. Requlremeids of the Town. -6/r11.E Irm-I r-6f �p,E® applying fill. 1. All doom to be sized as shown on plan. B. Wham the contract documents IMieata more stringent requirements than men the above codes end y'-r ' `?k_9 H. Provide and additional Byer of wire a"Ic over module,pipes,etc,where same s embedded in .2. All Infector wood doors to be 1-3l4'SClId wood. ominances the Contact Documents shall take precedence. slab. & All exterior doors to be westherstrlpped. C. Be responsble for filing all documents,payment of al fan and Securing of all Impactions and � Ply p's�• � f' I. No placements are to be made unfit all embedded item pertaining a the eactrical and 4.-Fished hardware shell be selected by tits Owner. 2 approval.necessary, mechanical trades have been set in forms.This contractor shall coordinate calm other trades to obtain necessary 5. Provide door bumper at all swing doom. - D. No PEX or pvc tubing to be used on this job. Information.Set tops of all cabs to accommodate architectural finishes, 6. Latch/Lockees Selected by Owner. - 27. - - (t� (�� l v rtQ 13.CONCRETE: 7. Exterior doom to have aluminum or wood threshold and stainless efeel hinges. A. Plumbing fixtures shall be Selected by Owner and Instated by plumbing contractor. Y" 7041 X A. All concrete shall be stone aggregate having a minimum strength of 3,000 P.S.I.a 28 days. 21.WINDOWS: - - B. The Own r and contractor anal select the fortunes from mmredmra numerws caabgs. V� !NO. .7 B. Relm mm orcee shall be deformed intermediate grade new,billet steel,ASTM A•615,grade 60: A. All windows to be'Andemen'400 series window willow Screams,Provide wi Screams.. C. The comredar Shall have prices accepted before Installation of any Rams F! UAOUTH -y deformations,ASTM A305;W.W.F.ASTM A-185.As indicated by drawings. B. Windows to be as per plan of sizes ale types as shown on drawings.Contractor to verify sizes D. All het and mid water fines to be insulated bough and. - �� C, All Intersecting concrete walla and steps,etc.shall be keyed and doweled together as per plan with manufacturer's latest specifications prior to construction of rough openings. 28.PROJECT CLOSEOUT � MASS ` O. Concrete fIX floor slabs to have max.Slump of 4".for all other concrete work,a max.Slump of 9' - Cleaning Up: Upon completion of me work,but prior to final acceptance of the building and The TRUC 14.STURAL STEEL:(1}Applicable) C. Pack woke between willow ale rough opening wish glass fiber Insulation. Archfted's Certificate or Completion,the contractor shall do,or muse to have done by trained,exp.rlenced end A Design,fabrication and erection of structural steel to conform to the latest AI.S.C,apace.All steel D.Ballrooms to have at least one(1)opening window or exterior door to permit emergency agrees or dependable Specialists in the pa ticulartypes of work required,the following: to conform to ASTM A36.(ASTM A83 for pipe Sections).All steel to be 50 KSI values. rescue. r'Y/ B. All shop connections to be welded.(Min.weld 1l4"). E.All windows and doors to be sealed with'Grace'Ice&Water protection or approved flashing All glass thoroughly Cleaned Inside and out,washed and polished,wkh ag Snickers,marks,labels and �u�k RA�yAV QR�'N�I�s C. Burning of holes m cuts in steel members In the field am M permitted unless specifically supplied and Installed by contractor. stain carefully cleaned up,and no Alm or Surrounding matariek shall be scratched or damaged by use of N UC ft M SE l i1, 3 approved by Arch'Of 22.FLOORING:All fmmires Selected by Owner. harsh abreeives,took or Sweden wwkmanstdp. Proedive coatings shall be removed from machinery, vA 1�l �sLJ ASSOCIATES, /�T•C�+ l�' D. Steel contractor to field check anchor boll setting before erecting steel and general contractor to 23.PAINTING: hardware.fighting(Mures,plumbing fixtures and similar equipment,and all finished parts cleaned end polished. T AROSH ASSOCIA 1 Ge7 INC. be responsible for setting same accurately. A. Cleaning and preparation of surfaces. Each trade will be responsible for their own hash and clean up.All trash and debris Shall be removed from the ��/'� A r E. Comrade to field measure and be responsible for all dimensions affecting his work. B. Painting and finishing of all wood,sheetrock,unfinished ferrous meal.and all other surfaces building and the site. Past,Putty,adhasNe and simthf markings Shelf be removed and the entire building left BARBAS RESIDENCE ARCHITECTS-PL.ANNERB F. All steel to be shop primed except as noted to be galvanized. through Interior and exterior of construction area of building unless otherwise specified,apply three(3)coats on clean. The are shall be bee of del ls,with an areas adjacent to the construction she,cleaned and raked as • Il LANE G. Field connections to be 3/4"bola.Unless otherwise noted on plane. all surfaces,except cellar shingle siding will be natural.Exterior trim to get three(2)coats. raquaed by the Architect to make the SRe neat and orderly. Any landscaping(grass,Shrubs,walks,etc.) 11 N HARRIS1 CMEADOW LANE �.,; SCA E` AR DA1R 9•r Af9RWM - ORII-m ,G H, provide 9/16"notes s,7.71 O.C.max.for all wood blocking attached to Seel. C. Protecting and clearing of finished work. damaged by construction shall be repair or replaced by the General Contractor, BARNSTABLE,MA r+ -' I. Cuts,holes,copes,etc„required In steel members to be made In the shop. D. PalMing-Colors selected by Owner. I J ?': SECOND FLOOR PLAN ' ��� PRaECT NL�t t FIASSA�TT$ ItRMNs/l1iHt P2 orosr.rvmoao x + - - FA5015 TO A.16N _ I(-4' • II a5cu5 ro� - b L sE DErAL POR• _ :d: . ' - - > FAISE RAF�.TALS 7-6"RATE tff. ��- ---- __:. .. _. —'t-I ,I � I'm - A PIZ.SEca p oil FIRM 11 2* FRLfit FRST Ft _ I 5 F - I A_ 2x 5 w L. - � - WP.OELKDEL01Y .- - 71 am= I BIt2�► I 2x �_ i ( ^2.12 RRATE Mr. -- _ RN f--- - - r FR�ldM FRET FL -- Qa x6� 0 gm PROVIDE SHOP DRAWRM FOR ROOF TRUSSES W wt IS,LLIPP® I— I + I }p N� k w PROVIDE HURRICANE CUPS ALL PLATE TO RAFTER ' a b �i CONNECTIOM \ ) ) I I{ I i PROVIDE�FLAB M FOR ANY ROOF :- -- - — --- DBE�Nr $ $ e J f . _ Ro6E I ` r - ' "PLATE tlT ' q� p fR6 RATE F FrueM FRsr FL �ItOHT 10N2� . F�zaIM nRsr FL q r� PLATE W To a 2xw RAFTERS®�" S'-Y'PLATE l ..- ....__ ._-- .. IfADER OFF RAFTER 3 ... ,(PY «.- ''• - FASA45 TO A.16N &LFA�E OPER•O IN r�FlRST R.. SPATHM I'm y WK1f16 STEEL. DFiw1 RIDGE DETAIL NO.7�9 . —I / .. M FALMOUTH F �RAT® 10 W WW o� LN d�wP.rT3r : ROOF FRAMING PLAN -l*KRAFfNSIL �� 1,_, RFAEWGATT��Tess 0 2A" —I—d ' . A Fxr.�rtYwaD �AzumEcr srne'ASPnAIr sn PRavoe ee WATER DA�ec,6 MI•l - - - cazTalArF�'RATED FOR @O NPti WW - -' a _ f2 �Ac EAVES amwr rr A5 fmqFEp ME NSLL Z�5RA n!R 0 Ib"O 4" l6gAX a&WATER oma.V � YLW 6 LF r�RZW PROME � �\ pp FAPr(�mw EDGE& ROM p.�FMF - - 'r ED6E&0 ROLE'Mr M RPOP TF40S& LGMF�TM �9 RMr \ ID OVER y"w.W.VE PLYWOOD .. _ o4R Y2"EXf.mvE FLYwom _ \, -• ... �a auANeJr SOFFlr DAPPLE A5 �a. PROJDE SE.f•'SGN'ttD t1,RWl.AAE ' A_atP FD6E RAFTER&FL.kTE. BUTTER A- ,4.. - ... -.\` tROJIDF.5hP>rtr to tURRIGME•.. - .. " a_IPs®EALtt carr<.crlaA "ARGHffFLT STYLE'ASRIALT hiMBLGr. - ,<- QIPS 0 EAM RAFTER&PLATE - - ie STRA'P a 'CERTANTEW RATED I M 110 WH Wa•D .. ON P WP.FELT U�LAYNt NT - .- - xb TOP PIA - k, hETA_fA26' .. i N'ETAL DRIP FPBE _ �)Z FALLIA / _ / # SGfPTf - - � Zx8 RAPT8Z5®1�OL.r/9 Jf° - /\ I�Ih1�� ,.. - 2xb STLp"®4S'OG.J D" 2"SGtfiTf'Vf:Nf -LROwS PAOf('$FRAMPIb R-AN) - `. - z SLF>=1f �l'z' x PRIEix RA Ix STRAPPIJ6 . 1 tt - ®FAW RAFTER&&RATE aOMWLTION b l— ' -.' "' • - I/z"dYP.pOARD®W ELf ll-0 S FOR META:DRP - .--- - a%m,YA5f5 a Ile Oa. x8'A2W FASC44 - xD'AM('FASLIA EXrERM LfLAlff' TY WM(� 149F RLLW AMlA 6Uf1T3t ON 1x0 - - -10 STRPFPM a Ib"OG. Iz2 AZEK SGFT=ff _ � P fAADPS PAPER ON)f"ExTIERM Ix2'AMC SLfiIT AZBC FA CIA * -. .. (2)to TOP RATES LONTINM Y SOFFIT V13AI' LONfad)'AY'2"SmT YEfdf 6RADE R.YWOOD WFFIT 5 Vr R-21 KR*T--FACW PATT /. � ARO LELM - ..NSLI ATION DETwffid to SRDS®OIC x %2W FRIEZE ON 10 STRA'PIN6 If]:T,4.-JOISTS®4s" - 12' S 6�^ - Vl2 6YP.DOAW 0 WALS&LEi _i„ (�ftEVATI0N5 FOR .lo STRAWPM®w OG. SAVE DETAIL(� GARAGE cajftas saw x47'AZEK TRIM .I��t-�I' "`�y@,Iy PAPER AJ 1f:D(TERIM (2)24 TM FLATT 'Ix'AWC SOTfff tiAOME, IxIAMCl/2"&M.DOAW®W '1TMUmwr r PK STv'wT' &ce� CONSTRUCTION SET 12MI113 Ix AM(TR M.�LajM EAVE DETAIL O.H. DETAIL YAROSH ASSOCIATES, INC. G 5G� I"=1'=d' ARCHITECTS-PLANNERS RBAS RESIDENCE >� f an AR DAM fi" . _ 3 EAVE DETAIL PORCH - 111 HARTRI LEMEAD LANE .,. ROOF FRAIWNCi PLANS BAR •MA „ABFffEE.,,A35l,CH TTli mums mmm ' MAP:279 PARCEL:88 i�t2 n ..,�.�„ 1 A- AR61111POT 5TYLL'AS'tKT SiMEAES ' (k'RfAW15W,WE MKF NNLN !WW FOR ` At 9 p/pi 110 WPH AND%ftesTW RPM OAP 9112-4.ES � 4T�A" - Rvw VEM ,e x1Z RPM - - 2x10 RAI`rws 2x10 Rw Eis®ur O6. 16'o0. ixi calm TES AG MLT FELT OJHL =PI-Ywoop It tC R-"KRAFr -n - PACE KALATVTi - - -- — �+ 2 It ia IaIz - �I 2x8 GELfo \� �� 8" - - IY R-98 u I \�� 20 RAKERS ` R-BOG ,►715T5®I1ir OL. KRAPi PACE WNU ob. A" � Zx4 OELN6 BATH r �� 1TST5 A Ib N�LAT DN SEWINO b5r5®Wt OG 12"Rib KRAFf I SIRAFPw i� 0L FADE WALATICN i a \ S-EC,NJD FLOOR StEAiH / IFk TJ'T Ixs SIRAPPN6 r-9 I Tdl FLOOR 1 ® \ I I,Y115T5 16"OL ®16"O6. 2xb STIS 0 IE O6. BEAN ,y�IST5®I6"O6 \ 8" T j wl*R 21 WL /5k R Z1 FlpBt6Ln�i5 w/5�Rill WL rY PIA STRI1 � \ L x�JA5T5 _ T _ earr NaLAnGN Kt1CHE N 1 Amr fi W_LC. BEDROOM NOOK m ONP PATVA a PANTRY 1p P.T.2xb,Y/KT5 k s VASTER MASTER 3 ill I & WOOD, '� ®�o0. 6ulp�.F.R..Si._FLOOR 1 I NP \ m IxR�W OWL }� \ P.T.Tx-4 ON TIE FLAT®11V I MER O6.RAAI5ET TO CONG.WALL I �715Ty®If OHO•, \ 7-d" \ S A�L1M1l�Y A¢_LHMRJ154-TYPE. \ 9 q� _ � L11LBlAY `-�"R-21 NSl 7 '�t_!7_ w/Ik Rw I51L * willl� �7 Bd c�cNCRETe TYP. Inmee BEDROOM d� t2 vmRs®RETIRN wko MECHA NICAV 1° air & ev:aOARv aEs l l l STORAW 5 2ICAnz CM114 Ca. STORAGE 11 a s tnrrr,. qE a s RED WE,,ON r SYAOE 1 raWATIDN KW TYP. LO 4" NG%A. �ON F-ML \ l 4"GONG.S.A9 ON A-ML I I x4 STIDs 0 W 0•G. POLY VAPOR d1RR� \ / \ / - POLY VAPOR 6AWtER 2"RI6D kh 10/10 W.W. - - 2q'-0" - g$" 60 10/10 WWF 2T�" CROSS SECTION CROSS SECTION CROSS SECTION SS'GALE 1 4"4—d' sGALE I/4"=�'-d' aG IB RBBMMSU FOR PR VMG RwB M To AM AREAS e ' THROU11MUf THE JOB WHICH MAY LEAK FROM WEATHER RELATED LSE 1 � CONDTIIONL R WILL BE THE RESPONSMILF Y OF THE CONTRACTOR TO f------ - ---------y 1 11 it IF-11 r�—�r-Ir I tr R-�a KRAFT FOLLOW UP AW DEPECTALLAREAS PRIOR TO FINAL 9�iRlE AND i --- 2xp RAFfE25® 1 LINE 6F ROOF IN tr-II--1I-_11-rr-Ir-Inr-n- -tl--Ir-11 FADE N51"TIOM TO SUPERVISE HOMER SUBCgRACTORS DURING INSTALLATION - - I W"00- BEAN IFEl FG OLPD II II II II II II. 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CROSS SECTION SCALE 14!=4-d' CONTRUCT ION SET 12M 1113 SECTION CROSS SECTION '--' CROSS SECTION YAROSH ASSOCIATES, INC. lOA_CRKOSS SGfE I/�}"=1 D (� SHALE 1/�"=1'—d' ARCHITECTS-PLANNERS BARBAS RESIDENCE �" °"'� �" "`"� 111 HARRIS MEADOW LANE SECTION BARNSTABLE,MA "2'� eaw�.nassAa.s�rLs °NA11�""� Y Y Y J ®COL.EDSE o000 00 00 56P`M HaPMN.5 I I I I I I URP FOR HOLDOARJ I I ',... i IISID FOR 0.DONN 1 I I I I I I I I I I iL I I I i t I I 1 4m FLLL-HT i5$FLLL Iif. 1 5AY5GTJ H7UIF t5 KLL- ". SDAaL?J IDUU 5D91.5 d aEATHM& _ %MTH rf L-7F -Fit-----Z�----- (5VFOR HOW" `- AW0READ P�d Sd 98%RFD PoR Sd®6oLV . NALMS NALMS HATCH DESIGNATES FULL , HT.PANEL In a RW EPOE ed : HATCH DESIGNATES wt,rr� NON TYP.EDGE NAILING / 501h�ON 51pAmM6 I I 5kP5GN I 1 H.lb-ww-5 I HADONN AmM& I IO FOR HAPOWN m REQD FM 5d I I U5ID FOR HaDOWN I _ 1 LEW FOR HXP" I I oN WERM%E GF 5.% FOR I i ®C OL.wm I I I 1 I FRONT&PRASE WALL - — A 6 OL fDSE I I 1 I NA I I I NALN6 IL I JI I IL _W"5TART LME - LOCATED®MID DE�m - o rla.DcwN SEC"ft6M RaR JQ$T5 ODX RYW BUILDING RYN! COMPONENT t BUILDING G o -d TD.F�Sr'FLOGR COMPONENT L/W=►oo LED Apq DETAIL BUILDING LISE MftE SU® $ NO.7041 COMPONENT � FALM0UTH THAN C Of'. SS Ha..vom Lacer BUILDING g �r of 9AP`' �a ' � r DE ACOMPONENT TIL G DETAIL 8d COMMON NAILS EDGE NAILED S"O.C.AND FIELD NAILED 12"O.C.UNLESS NOTED OTHERWISE SHEAR WALL REQUIRED TO BE CONSTRUCTION SET 12111i13 (HEIGHT/WIDTH<3.5) PERFORATED SHEAR WALL BLOCKING 0 ALL PANEL EDGES �, YAR®SH ASS®CLATES, NC. THE DIAGRAMS ON THIS PAGE REPRESENT AREA METHOD �, ARCHITECTS-PLANNERS BARBAS RESIDENCE � AM A _ ENTIRE WALLS ARE TO BE SHEATHED WITH Y2'CDX CALCULATIONS,THEY ARE NOT INTENDED TO BE 111 HARRIS MEADOW LANE PLYWOOD,EXCEPT @ OPENINGS FOR DOORS& LAYOUTS FOR PLYWOOD BARNSTABLE,MA L: F ? SHEAR DIAGRAMS WINDOWS ~¢ M10.7 WOER I MAO -nr�a --M ° "'� 42 ,�.,.�.,�...�.o„ r ® vm%sous aw" /\ Ma vex %f Ft XK PUN OR fiLMUPS, �FL OR PLAN FOR GILT-w MWraS FOR OLLT-N MASTER BEDROOM 2 MASTER BEDROOM 3 MASTER BEDROOM n' MASTER BEDROOM n MASTER WC MASTER WC n MASTER WC MASTER WC SCALE =r d �c =r-d SCAM =ram SCALE k=r-d sc� �=r-d• �nE k=r-d• �raE k=r-d• J=r-ou dm aw"mama _ k i 910h8t - SNAyHt WEN TLqjm \ OPENrl nry EEZEE� a I -'-- ` II II I MASTER BATH MASTER BATH MASTER BATH MASTER BATH MASTER BATH - BATH I� n n 5CA1� a•=r-d SGa� -r-d �cn� -r-d x -r-d xn� -r-dLINEN 1 4 1 I ; Try J L_G J L___ 04 - 1111JJ/1 I ~ I I I I I 1e / ----- L---_-J L----LJ------LJ----J 1Y • I 5 ,I oIIiRY I I I - VUIU�-,�,ieli 106 ------ R W.I.C. MASTER MSTERW..L . I.C.A MASTER W.I.C. MASTE 5CALE a=r-d' I SCALE '=r-d IG scams =r-a I� 5caLE J•=r-d 10l W.I.C. - 105 t I T - I --------- - can+. — — LAUNDRY LAUNDRY LAUNDRY LAUNDRY KEY PLAN "' _ 18 19 20 21 SCALE -r d SD Aft . SGALE 1=r SCALE L r-d SCALE r-d Cyr �`i NO.704 t Y /\ OPEN Tm o T�T TO �1 ph Of FAP''• -_ - aEl I _ \, MASTER MASTER MASTER MASTER ENTRY ENTRY ENTRY ENTRY coNTttucnoN sEr 7zr�1Ms ENTRY ENTRY ENTRY ENTRY 2/0 22 1_ 23 Zq 25 1— 56ALE �4-d 2� SCALE =r-d 2S Spa E =r-d 2 Sr,ALF k=r-d Yd4R®�F ®4S�®CIA�� Of�IC. SCALE -r-d• SGAIE =r-d SCALE =1 d 5CALE d=r-d t o BARBAS RESIDENCE I ARCHITECTS-PLANNERS 11AWVJM 1 HARRIS MEADOW LANE SCAM0 W I— '" - M BARNSTABLE,MA I A' INTERIOR ELEVATION MAP:279 PARCEL:SB �ner... ul nas n 5 1 �g�PrgED A;? . ,�- Q' Qom• O � �,-r euLr ULTIW OPEN TrFV TO _ __- ___-- 0" NO.7041 u F, LMOUTH �LGREAT ROOM 2 GREAT ROOM 3 GREAT ROOM GREAT ROOM 6GALE '4-0 scALE '=r-d' xALE '=r-d SGALE k'=r-d' VAN n UM14c* GROYVN , POORS ORN Tm LilloTO FNm --MAC N1&� \ III I Wil 1p 1 \F, DINING ROOM w G ROOM LAV LAV LAV LAV DINING ROOM DINING ROOM DINING 5 _ 9 1_ l0 1,_ I I 1_ IZ 1,-- SGAI P '=C-oN sca�E '=r o '=ram' sca F -r-d' SGA� a-r-d scare -r-d' scab. -r d' sca -ram' mow ,. "Im<RAM - - DN dJF T",PATIO fum 44 77 I r EgSCREEN PORCH J L J L _ 115 rl -- --- RldSED - W 1 I I ,\I . i t I °tf�RTn C--�" r/DOYM GRAPr V@Jf I I I b l I �� I BACK ENTRY BACK ENTRY BACK ENTRY BACK ENTRY BACK ENTRY090 _ .... 109 I I I 13 ho I�Z . : r _oo_t •: 10 i i J i i7 mEEr SC&E k-r-e SGALE q=r-d '=r d' �aGALE =r-d' sGaLP =r-d war ----- - --_j ror Al G4fl�i ■ I s • F - STATE 6 F LOCH_GaPES I I I I GGFRE D J I I TV I I I I I I 1 GAD I I I I I I I I / \ 1�: g LP — \ II3 I BA G+wR RAL IS BACK ENTRY 19 NOOK 2O NOOK_ 2) NOOK ENT�r sca E '=r-o' scams k'=r-o' seal E a'=r-d' srALE qu - I i KEY PLAN CONSTRUCTION SET 12MI113 %A E 1__ram a YAROSH ASSOCLATES,INC. ARCHITECTB-PLANNERB BARBAS RESIDENCE SQUe AK aM ARWAM _ WAM U* KS 22 SCREEN PORCH 23 SCREEN PORCH SCREEN PORCH 25 SCREEN PORCH 1 RABBIS MEADOW LANE %kf '' 1'=-d Scale '=r-d SGale '=1'-d' 15,,u =r-0 ELEVATIONS ~ BARNSTABLE,MA NTERIOR ELEVATIO MAP:279 PARCEL:88 rnUXT"� I MAsHpEr.nasmatisEns np/ -- c -- ---- - _— n BEDROOM#Z 2 BEDROOM I#2 n BEDROOM#Z BEDROOM 4 BATH BATH 8 BATH sr,A>� a'=r-O =r-o SG,u E �•.=r-�' SGALE =r-d xALE q=r-a r =r-a SGALE �"=r-o l66I 5P,°xfr 7 I \ / l i El HALL �L HALL HALLS % _--�a y 9 to II 12 � SGALE =1'-d' SGALE =r-d 66&E =r d SGAI F =r-D" 004 Coto HALL H KEY PLAN 66ALE =r a 13 BEDROOM#3 I� BEDROOM i I5 BEDROOM#3 (� BEDROOM#3 ———————— 5'.r o 66kE J=r-e 6641 41=r-t xA,f �•=r21 -� ftLT-N KLT-M V�uNw - / A c�fi SEMQ ROOM i c- BATH BONUSIBUNKI BONUSIBUNKI SONUSIBUNKI BONUSIBUNKI " SEWING ROOM SEWING ROOM ST NG ROOM SEWING ROOM �� ®� c 8 920 . l I • rr a � �'=r-o• xA� �•=ram• � •=r-o• �ad.e �•=r-o• . y�� .��� u FALIM•.OUTH 17 0 S �� p / KEY PLAN BATH BATH BATH BATH SHOWER SHOWER SHOWER SHOWER 4,•_r-d scAt� =r-o a CONPRUCTION SET 12fwia A YAROSH ASSOCIATES, INC. ARCHITECTS-PLANNERS BARBAS RESIDENCE SCAM WAWW* KS 111 HARRIS MEADOW LANE `" �� BARNSTABLE,MA INTERIOR ELEVATION MAP:279 PARCEL:88 FM=TMMffl nas nagsnaast7rs "lol INTERIOR FINISH SCHEDULE ROOM FUM BASE WALLS CMUNG REMARKS YM4 Ot mane PASETrENr W=ROASM WIWOW& DOOR TfZM OOI MR" 02 • • • • • • 8' - -N1 WIWOW SILLS TO BE XZ OATH STOCK m5l MYROOM 0 • • • • • • a,a - 004 HALL • • • • • • 8 - 005 STORAGE • $' - . 006 M • - n TRIM DETAIL M7 grMofbE • " - CROWN DETAIL , 2 SCAIe 3"=r--o" FIRST R.WR - lol ENW • • • • • • • W-e - 0 GREAT R" • • • • • • • W--,r - GM _ - 104 MASTM DWRXM • • • • • • W-e `l-2"FMWrE t SOPPY x% LZ MaSTHt WIG. • • - *I 1 • • 8- ` - W6 LN.PDRY • • • • • 141 - WN DASE W7 MA"M PATH • • • • • • • IC�l - 109 NW • • • • • • V-I - - VMJ PANS 110 riraiN • • • • • • 6 " PANT - fi xi WARGCOfWb B WRY- • • • • • • V--I ` - la LaV AB• • • • • • • e I " - D �� Pae4rt�erP. it SPEW DOAW PARL Ip DAOK ENTRY • • • • • • • 8-i ` - 114 2 OAR&ARABE Ma1DRdEi_ • • q�yr - - VAN o 16 5GRffi�PLROt1 • • • • - MI41 FLOt7RiN6 PA GOVT#D PORGi • • • • S•�. - vm 1 e Sw COMW FORM 2z 60rrOM �^Ta yAE&eRaM SEC4"MOi9R RATE YW"50L OR 'a DONS/D14Jc/ • • • • • • a"-e ' 6"EIQH M WALL Hr. wl Pam • • • • • • • 8 0 Vir EMOR wMl Hr. �LWAINSCOTING DETAIL WAINSCOTING DETAIL • • • 8 - S(AE r=r-e J sckE r=r-o' I0 SiTtAPPINb �j 2.6 "&'P.DOARD ®W.o ��2x6 FiYP.POW PORCHCEiL =TOBE0WTWV-0ROOYE NOTESCONflNUM • ALL BEDROOMS TO HAVE CER M FANS • DNNB ROOK PANEL STYLE WAMWM TO BE CLAM TRADRKINAL • ALL BATNRDOII=*fn9tMPSTOBEORAWM RAM PAIBWAIN800TFROMMMEN IAFDCL4M : _ • ALL BACK 8PLA8F68 TO MATCH COtM16i8 _�^ • ALL BATHROOM MIRRM PROVE BY OWNER �B2 • ALLSHOWFASTOBET[LE MLLWOF& ALL DRAWEtB FOR MILLWORK/BUILT-W THROUSHM NO=TO HAVE VAN MLLWOWC 01.cROM44 . PcLmsl PROVVEE CAWNET FRWM RR WCHENAPPLa1DE8 bq OROYVM x TRM b x TM • WANSCOTFM TMTMENr IN STAIRWAYS TO BE W H SHPLAP @� 7 • THK7CAlDERW00DBE BROWNPONE R8 WERKR2 PANEL SUARE TOP I N®.7031 x TM, r FALMOUTH ALTERNATE DETAIL: FALSE BEAM DETAIL . USE 4i CROWN AT FALSE BEAM DETAILS FALSE BEAM DETAIL ��o�p 4a�` scaLE g..=ram • G.C.TO PROVIDE MOCKUP FOR OWNER 3"=r-d' kOF0 APPROVAL CONSTRUCTION SET 12J11118 A YAROSH ASSOCIATES, INC. a BARBAS RESIDENCE r ARCHITECTT3-PLANNERS 111 HARRIS MEADOW LANE �m � AM VAM '" A - OV: rs BARNSTABLE,MA ��'' KTERIOR DETALS MAP:279 PARCEL:88 ■" HW69XTMmm HASM.MASSACKBErM 1142 .. .,.�•�„ A-15 s - - _ 5U�IT 50Fi-7� GF1P16 w� _ aoJEE Fln-l _ aw I ——— ----------- — e•�� a-Id g!!AL 9� r {y} � _ mom FIRST FLOOR REFLECTED j o BASEMENT REFLECTED - CEILING PLAN 2 CEILING PLAN 66ALE S"=1'-d" SCALE - ------------------ IT � r,ELM SECOND FLOOR REFLECTED DETAIL Q GLIDING V CEILING PLAN SCALE 1'-I'-d' ��ED ' C A, �t BARBAS RESIDENCE b` 4 'M Y4 4 ��r�,xs'� 111 HARRIS MEADOW LANE BARNSTABLE,MA �j 47 a� O NO.7041 F,ALMOUTH CONSTRUCTION SET 12111/13 , VAROSH ASSOCIATES, INC. y°�F4 - SAP r ARCHITECTS-PLANNERS <pM OF 9d p swe AR CAW. yfi, AMMM _ WAM en K9 L ," REFLECTED CE .M PLANS 6�_<3 KASHPEE.na4SAO&SEWB • - c 'aXrANrEW ARLtMWT STYLE' AO%tT 5i*rAZS LEE MANF.Nam SPFG FOR Ib wi � AN)5u66EsTTp RO6E OAP 5lwA.ES wvF Raw 61LIrrER -19 =_-__-_- -- ----(ATAR OR PVc = ----- - - - _ __ _ _-_ � -_.__-_. �t_v _- NDOATkV T S11N mk 11111111 x6 FRm5"TO WFi1Tr6t - pppy�WOVEN SQdT�E ; AN99Y►16 ALTEMN 05 vwxlaw v1eQlanauras71ELM � 71131 AllA-* G®AR SlNBLE8 slnuc m5 TO KATHM p w.sTRWT. I I i LI I C- - -- - - - - -� C- - - - -7 C - -- -- - - - - - - ::J C -- - - - - - - ] FRONT ELEVATION LEFT ELEVATION G RIGHT ELEVATION p RIGHT ELEVATION SCALE -d' SCALE '=1'-d' SCALE '=1'-d' SCALE '=1'-d' xo RQa6E 2p - xA RAFTERS 0 IP OO. . ..,. .r...,.,.. .. I 0 FE-T FMT OVER 20 CfLoo JOISTS ax PLYW" �9 a;!IC of'. - 5 I � '� NA7YOIIAL7A7aAY17CRlc! A"OONG,SAP ON 0-ML ta`GONG.rOWDATM 5EE - 71�{iA11A1L'll� I POLY VAPOR PARRBt& I NOfEs ON PETAL II 'QtET A-6 TW. .tom v POOL HOUSE g I I I I _ 2xk STlDS a' uT AIDC RALQJ6 I PROP TO.WALL T® I — — — n FW II - � II � 4carG.SIaPONa-M�. II II aY VAPOR PARRHt& - .. w PIA Sav TIDE TO 8x6 10/10 W.". Z d If O d-o'Mgt mm 2 FOUNDATION PLAN 1,_I.� « SECTION_ ELEVATIONS FOR TYPE) , FLOOR PLAN FELT GN k ExTTTRm 4- SCALE x4�'- 2 STWS 0 Ir OO. DRAW R.YWOM NOTE. - 4-I'-d' M.DRAPE AL WOM • POOL FENCE ENCLOSURE,POOL,AND ACCESS POINTS TO MEET ALL }ern.Porazv rW. we ON a RVE STATE&LOCAL BARRIER REQUIREMENTS � ��L T PLATE HT.FROM TOP GF FOLwanaV WALL (2)2x4 P.T.SILL PLATES ON SILL --I I_—L I—I I 5fN ER TW. P.T.2x4 W/"PEhT3 •• E%PAN5ION nwr SLOP®1>rAL n N0.7041 2xIC c. ,. ® . F FALMOUTH TOP ss rRun,rAPPa�® o� x x 5c 11O MPH r _ $0 AWWR DGLT6 W/NJTS ��T 0sr 2-0 &VOxk PLATE wasrets ®0-,IT 06. 12`MAX - FRO1A TO CONSTRUCTION SET 12M1M3 4`GONG.SLAP WI 10/10 W.WF.ON 6 ML 'GUr STONE G O MY A YAROSI-I ASSOCIATES, INC. i eraNE OR BARBAS RESIDENCE F,0 R ACHrMCTS-PLANNERS sow 111 HARRIS MEAD 3 ROOF FRAMING PLAN 5 SILL DETAIL BARNSTABI.E,MA OW LANE I XAM AU ��POOL NOISE WAMIM SCALE I'-d' SCALE i '=1'—d' MASWEE,MASMMSEM mw A! ' DEEP OBSERVATION HOLE LOGS (Pi 14183) BARNSTABLE HARBOR NO SCALE DATE OF TESTS: NOV. 30, 2013 (P# 14183) f ESTIMATED HIGH GROUNDWATER CALCULATION COASTAL PERCOLATION RATE : LESS THAN 15 MINUTES PER INCH DROP (USGS/CCC METHOD) DEEP OBSERVATION HOLE 1 EL. = 25.3 ENGINEERING IN THE C HORIZON IN DOH # 1 INDEX WELL: . # � ZONE: THE LOT SHOWN HEREON IS AS SHOWN ON _ ____________ DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER LESS THAN 2 MINUTES PER INCH DROP PLAN BOOK 289, PAGE 17, LOT 6. SURFACE HORIZON TEXTURE MUNSELL MOTTLING IN THE C HORIZON IN DOH # 3 DATE OF READING: 10 25 13 INDEX WELL LEVEL: 47.19 LOCUS COMPANY, INC. 0" " WITNESSED BY : JOHN G. SCHNAIBLE IRSCEC ` 1� ' 260Cranb Orleans MA02653 - 9 A SANDY LOAM 10 YR 3/2 NONE GROUNDWATER LEVEL ADJUSTMENT: 1.3 M Hwy. DATE PLS �'1~ 508.255.6511 Fax:508.255.6700 !z• 3- l3 DONNA MIORANDI RS , HEALTH AGENT 9" - 24" n J B SANDY LOAM 2.5 Y 4/4 NONE ACTUAL GROUNDWATER LEVEL SITE: EL= 11.4 ` � HINCKLEY �' 3 '> _ GROUNDWATER ENCOUNTERED IN DOH # 2 & DOH # 4 NIcELVVEE W c� o 24 84" Cl SILT LOAM 2.5 Y 5/3 NONE TIGHT ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 12.7 ��'c• 33602 POND v a J PERC AT 96" �o �P f1, �-�.` m ¢ w cn NONE LOOSE, SOME �� . Y as 84" - 168" C2 F/M SAND 2.5 Y 5/6 NO GROUNDWATER ENCOUNTERED +.rc Fss�o SILTS, COBBLES AT A DEPTH OF 168" - EL 11.3 �U_suR`�f o� I � a � � j ;f ASSESSORS MAP 28D �'%� � co (SATURA'•ED) �� I w r I a Z DEEP OBSERVATION HOLE 2 EL. = 23.9 { � PARCEL 42 r DEPTH FROM SOIL SOIL SOIL COLOR SOIL 'E p I�� RTE 6A - MAIN STOTHER W SURFACE HORIZON TEXTURE MUNSELL MOTTLING r! ` 0" - 12" A SANDY LOAM 10 YR 3/2 NONE \ i S BENCHMARK: BARNSTABLE, MA ��46'S5, TOP OF CONCRETE BOUND N 12" - 36" B SANDY LOAM 2.5 Y 4/4 NONE car;` , ,�, 193.11 ELECTRIC ELEV,=23.44 0. KEY MAP GROUND►c'ATER ENCOUNTERED AT A �,I >C19 5 � � � � x2TRANSFORMER NO SCALE (� 36" - 168" C1 F/M SAND 2.5 Y 5/6 NONE LOOSE DEPTH 0,'.'` 150" - EL 11.4 N'io r x20.1 ; DEEP OBSERVATION HOLE 3 EL. = 24.0 DEPTH FROM SOIL SOIL SOIL COLOR MOTTLING ` r r LOT 6 h '-- PLAN REFERENCES. OTHER AREA=43,600 S.F.t SURFACE HORIZON TEXTURE I ~' ASSESSORS MAP 279 r-` 0" - 12" A LOAMY SAND 10 YR 4 3 NONE r; PARCEL 88 c ASSESSORS MAP 279, PARCEL 88 i / \ x2�.z3 l xzc. �.. 1 PLAN BOOK 289, PAGE 17 12' - 36" B LOAMY SAND 10 YR 5/6 NONE PERC ATE` 60" / e x2 DOH 36" - 120" C F M SAND 10 YR 6 4 NONE LOOSE, LARGE NO GRODUDWATER ENCOUNTERED f #3 . ., :7: _.. - ..___ _ ZONING. T/ / STONES » _ r , ' { RESERyE ' `� . DOH #4 SEE SOIL REMOVAL NOTE DA / 1 /A/ NO TES AT A DEPTH OF 120 EL t4.0 J�V� i` AREA " � ~ RF-1 DEEP OBSERVATION HOLE 4 EL. L23. � � xr ELEVATIONS SHOWN HEREON ARE BASED INSPECTION �u �` f ,- " ." .u `' F' :- t PROPOSED 701 X 12,83 W DEPTH FROM SOIL SO SOIL COLOR SOIL .OTHER t�% ;' PORT "��a =� � ,��� : i� � � "`��� 'a �,;,� �:�, � � �� MINIMUM REQUIREMENTS ON TOWN OF BARNSTABLE GIS SURFACE HORIZON TEXTURE MUNSELL MOTTLING ASSESSORS MAP 259 A _ _ • :. r°p . ,, �� -SOIL ABSORPTION SYSTEM c i ` tiry �f � � � 1 1 1 ! ' AREA 43,560 S.F. APPROXIMATE NATIONAL GEODETIC PARCEL 14 - _rT f FRONTAGE 20 FT. VERTICAL DATUM 1929 NGVD 1929 _ ( ) 0" - 12" A LOAMY SAND 10 YR 3/2 ,ONE r ,. - , % WIDTH 120 FT. �� D-BOX 12" - 30" B LOAMY SAND 2.5 Y 5/6 NONE _ _ _.. ..-._ _._, _ .��_ _ _.._ ..�. _,. ..� � f 30 F?. ,� 45 , ! FRONT-SETBFiCK c / r' TOP OF WALL _.. .__ ..� _.. . _ _ - _ •. D4H: 1 I SIDE SETBACK-, 15 FT. NOTE. r .�.., TOP OF WALL � -- __. _... ..__ \' 30" -08- C1 F/M SAND 10 YR 6/6 NONE LOOSE EL=34.0 EL=27.5 +24.9 - ,_. . , REAR SETBA { - F 15 FT. "' _,.. f ! c SUBJECT PROPERTY A BEEN ALTERED " - I LOAM NONE r ZROPOSED 2000 GAL 4 - SUB C ER HAS BE RED 48 120 . C2 SILT L 2.5 Y 5 3 TIGHT ! P COMPARTMENT, p' FROM ITS NATURAL STATE, EXISTING ''` TOP OF WALL t �•. s"c' SEPTIC TANK u , TOPOGRAPHIC CONDITIONS ARE SHOWN IN NONE s _._.. .._ TDP._QF WALL 1 2 1 ASSESSORS MAP 280 120" - 168" C3 F/M SAND 10 YR 6/6 LOOSE GROUNDWATER ENCOUNTERED AT A ''j w- ,. TOP of wAU_ _ - A GENERAL MANNER. ISOLATED MOUNDS Q . r k , EL.=27.8 m k� ( ( '' c ,:l c N A DEPTH 01' 139 - EL 11.4 _'~ - +27.5. EL.=28.0 W - r / PARCEL 41 _ Y L . „ OF EARTH ARE NOT DELINEATED. 8.0 �.. TOP OF WALL a E T 5- 25.5 ' f t ^�'� 3 SEAL <. ., _+27.8 , , , , r, ,!, N ^ o , LEGEND h ,,~ ,_ � h t > ,- ; ,ri 1 LANDSCAPE NOTE. SOIL REMOVAL NO-IL' _ w v i ! 9 ,. ,�'S~- /' .t - ( K �i ". a.r- y / !` /• / ,f ! %' 7---r' ./ ,r SEE PROPOSED LANDSCAPE PLAN BY y t �: �~ _ 45, EXISTING s REMOVE TOPSOIL AND UNSUITABLE MATERIAL IN NOTED AREA WITHIN 5 OF cbz i 09 - 'r QP 54�- y--.y- ' /' ''j' ,,f r' /' ''/ ;/ t \ 1 HAWK DESIGN FOR MATERIALS, LEACHING CHAMBERS DOWN TO "C2" HORIZON DOH 1 AND REPLACE WITH ^N '� _ /;�kA91'. - Q"� k :,- 0` NO /� J I "co ., r /'.,'" PLOP c�WE�.26�''' ,/� ' �" PLANTINGS, & DETAILS, o BOUND SAND FILL IN ACCORDANCE WITH NOTE #9 TO A POINT ABOVE EL 20.8. o,",,�. a�, 34.0 �, � "�`'y'k-r�` r � � ,/ .' j �;r A,e� r,/ j' i/ t / •/ •f � I '� • j�,, � P 'MIT 9\ NOTES 1,r , / r •' r r eP / i", \ �., y �. CATCH BASIN N� R GRINDERS ARE ALLOWED WITH THIS DESIGN. 5 . `� , \tiff✓ 1) GARBAGE G / f ,F'l WATER VALVE 2 THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS O '` t `� I r _ ., 7 ; " r N r _ _. ,.YC °�11'',, ter+ TI1E SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT �' I �, -� °.:;.� ,,.�, � , " ,, , . ;, , . ��� � w.. f 3wa ... , �..,� c � n ry u� off, .:,y �,t! .G M,i ti •.., " E° / i _ .,,i t ...Y, q.+:-`tiu .ya ;,i"vPa i w.,•„ t S,9 �1 .. __ STRENGTH TO SUSTAIN ALL LOADSTO BE IMPOSED ON THEM. ANY �, 'J� � , : . � ,. ... 2 r r / ,/ U ..,; riu ":. �'. .� �e}°� ,i��'✓a,i..+,v lar 5" ,�: 1 ,� I�.. ° g. ,. PROP}SED�.,. a :,, „ '; _ ii TELEPHONE BOX " COMPONENT 4F THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST ,� ,t o A, � � . �a ,� _��,, � ��� �� , ,�}£,•.,, ��'� � . s~.�,�.,` � � � W ,4..: COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. PROPOSED ' , r,4fi FENCE ¢ 3) PROcn R 1 INSTALLER GENERATOR`TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT PAD l�r \ / O/ ,r u..,,r.; d s '} '�. F ;aia i,��. VERIFY EXISTING CONDITIONS INCLUDING ELEVATIONS OF EXIT INVERTS / ` i�`tnr i w hx�,ii s �i, ��,�+f � ,� v " SHALL co;;' r / i /{(yy i 3r h4, r„�, L - IC LINE R o; y /' / / f V' ' •�'� ' {,� €�uC� .{°Np '° ���.£," ,} .°� ; ELECTRIC AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. �,', � �. ; a ���� ,� � �, � � �7��¢,�� ,�� ,,5 " 1�W rr rt ry v, ,d H" i { A t t ,,, n�����f; r� x �� �, � ,. ---t: ._�..._ GAS LINE 4 ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE ?�,�' �., / f � ��,1 �� � �h{{�,�, �. ��4 � J1 NOTED. THE MINIMUM SLOPE OF 4 DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. (; ,, / / � w� � � � � � � y ° , .. :� ! �-1 If . WATER LINE w 5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL � - �,Wy .rt'•1G •at �`�.' I s .t Yu�� ' 'Ei#'^� '};��"u a�t SC� tu�*,kN' 'nr s. 5..{ � .2re �q�p,: FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF t „ r �i,-xhi ,��� � ��, F~ uti� � Ii, �� ° :�� � � �l ;' S .� - -10- - w r1 X35.�3 �t r , �,wl� sx � ' a:° CONTOUR 0 HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR . � "�' ; r TO CONSTRUCTION. X31. � x' �, / x SPOT GRADE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES ,. �• " �� �� ��'• ' � CHANGES IN DESIGN. 210,7p' IPROPOSED (J PROPOSED / �` N g.25 P ROPOSED WALL 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 7 42'. W ` ! 1 ASSESSORS MAP 279 32 w ►--� UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE l ! WORK AREA DURING CONSTRUCTION. PARCEL 87 CONTOUR 8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 3 . t �! ;� - +34.0 SPOT GRADE w w ,0 w- WATER LINE I� a H IF APPLICABLE: 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN ASSESSORSMAP 279 GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIEVE PERCENT PAA RCEL 86 i f. 36.5 PLAN SIZE PASSING MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN U 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 4 100% THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 50 10%-100% i DESIGN CAL CULA TIONS ` 20 10 0 20 60 ry� U THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE 100 0%-20% ONE (1)- 701 x 12.83W x 2'D LEACHING CHAMBER 200 0%-5% 4 BEDROOMS WGARBAGL DISPOSAL AT 110 GAL. PER DAY PER BEDROOM 440 GPD DESIGN FLOW: = FOLLOWING GRADATION REQUIREMENTS: CONSTRUCT BY PLACING EIGHT 8'-6" x 4'-10" x 3'-0" / O a LEACHING CHAMBER UNITS END TO END WITH 1'-0" STONE ON 440 GPD X 200% = 8810 GALLONS - USE 2000 GALLON 2 COMPARTMENT SEP11C TANK 1 inch = 20 it. O ENDS AND STONE ON SIDES. (USE 500 GALLON LEACH REQUIRED AREA OF SAS FOR 440 GPD: 440 GPD / .56 = 786 S.F. THIS AREA SERVED BY TOWN WATER I� w CHAMBER UNITSNITS AS MANUFACTURED BY SHOREY PRECAST OR SAS AREA REQUIRED FOF, GARBAGE DISPOSAL: 786 S.F. X 150% = 1179 S.F. w EQUAL). (SEE DETAIL) TOP OF BASEMENT SLAB EL = 26.1E RAISE COVERS TO WITHIN 6" A 701 x 12.83'W x 2'D.LEACHING CHAMBER CAN LEACH: U E~ 2000 GAL 2 COMPARTMENT OF FINISH GRADE Vt = (70 (2) 2 + 70 (12.83) + 12.83 (2) 2 ) = 1229.4 S.F. X .56 = 688.4 GPD* w SEPTIC TANK W/SANITARY TEES FINISH GRADE EL 24.8 11 *ADDITIONAL CAPAITY IS ALLOWANCE FOR GARBAGE DISPOSAL (DESIGN IS FOR 4 BEDROOMS ONLY) a ONE INSPECTION PORT WITHIN 3" CF FINISH GRADE SCALE 0" 9" MIN. INSTALL: ONE 1 - 70'L x 1283'W x 0.5' D LEACHING CHAMBER Vt = 688 GPD > 440 GPD REQ'D. M 3' MAX D'BOX MINIMUM IMENSIONS 12"x12' 3' MAX. ONE ( 1 ) - 2000 GAL 2 COMPARTMENT SEPTIC TANK AS NOTED cw " DROP:2 WIN. FLOW UNE FINISHED GRADE , 4 DIA SCH 40 PVC PIPE 3• WAX 4" DIA SCH 40 PVC PIPE "DROP , 2" VYER F ONE ( 1 ) - DISTRIBUTON BOX (9 OUTLET) C17161-C3D.dwg DRAWING FILE o 7(MIN.) 4" DIA SCH 40 PVC PIPE EL. 21.8 1/8 TO 1/2" STONE 2' LAYER OF 1/8" DATE - RAISE COVERS TO W 6" 10' PIPE OR FLOW OF FINISH GRADE IN TO 1/2" WASHED STONE 3'± 12-3-13 " UQUD DEPTH ` LEVELER INVERT EFFECTIVE v ALL ,' ;' DRAWN BY DEPTH r, 'fi` "� �`t� �°�� ';fi .� ;r�, � .;°� � ,, . �" � ,;�°. �.. r ' SEE eaow rt, r , . , .' .*ti ✓ ✓ ` �" <°F of r',f r ry r"t ,",,+- "1 1414 A 6 4 23,75 23.00r e p w:" »°° r r .TI.H 22.83 20.80r��• - ." p M3/4' � �.. a-, INSPECTION s n4 �ro °, .1 2. ON NOTE r1' TG 1 , -, r ,. r, / U COMPARTMENT 1 „ COMPARTMENT 2 N , ° � ALL � INV. R 1 -0 , . . , .� � .�, < ., �-.• , ,, , >` y J . ., � � .�,�,�,� �. .:,a� ! �, ,rj� �" Fy, �', � �, 1'+_ ..: <� •AOUI�LE• 1NA8FfED"STONE C B D -• T100 cA� eoo GAL DOUBLE WASHED STONE o THE STATE V T ENVIRONMENTAL CODE, REQUIRES INSPEC110N(S) COMPACTED BASE � ;. w, .. •° - TITLE 5, r. CHE KED Y U THE MINIMUM SLOPE FOR W/ 6" LAYER OF tg gp M " " �, �f 4" DIA. SCH 40 PVC. PIPE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. " CRUSHED STONE 4-0 4-10 4-0 r °, „ ; .. . . , „ , SAND/ STONE BOTTOM 24 TO BE PERFORATED a $ 4 DIA SCH 40 PVCALL fi t uex >° ;' o: , •, r .> ,," fi, s, r f I INSTALLATION cv NTERFACE INS N CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER » �f ,• . r . ,,� . � .t ;.� - � "`�.;.. • ° " � , �-f't, t'�r`. SET AT SAND STONE INTERFACE PIPE IS 1 8 PER FT ( / ) / COMPACTED BASE GAS BAFFLE USE - �A , .°, .'. PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON END v1Ew _ . f �" . . . f.' , f ," . . .��d.: � , �" ,� .�s f ,. �� � F .�r�� INSPECTION PORT v W/ 6" LAYER OF 'TUF T1TE' OR APPROVED LINE(S) EXITING D'BOX MUST REMAIN REQUIRED INSPECTIONS. CRUSHED STONE EQUIVALENT (TYP.) LEVEL FOR 2'-0' BEFORE PITCHING �r �-- ECTION PORT DOWN TO LEACHING FACILITY '" , ���`'�` 70'-0" NO SCALE v OUTLET TEE DEPTH -ESTIMATED D BO'� LIQUID DEPTH 20 t 34 t ESTIMATED DEPTH TO BELOW FLOW LINE HIGH WATER r-• - NOTE: pq C2*1*1 c 1Tt 4 FT 14 INCHES LONGEST RUN EL. 12.7 SZ GROUNDWATER IS 6.1 FT THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO 5 FT 19 INCHES THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL 6 FT 24 INCHES SCHEMATIC FLOW PROFILE DETAIL OFLEACHING CHAMBER CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 7 FT 29 INCHES LOCAL BOARD OF HEALTH REGULATIONS, w i of i snEETS ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NO SCALE w c PROJECT NO. C17961.00 U