Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0120 CARRIAGE ROAD UNIT #A - Health
120 Cairinage Road A 071 015-002 Osterville i No. � � � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpYitation for 0sposai *psteut Construction Permit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I a.J Ca<r,5e_ A-'n Owner's Name Addand Tel.No. o>ew �L<. M.S. �� S Assessor's Map/Parcel — l$-,� On e Fi0WAr;4i C&Tl �a7, Oa I r I staller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.`/0/—TY 3~! I�J, 4eU�le�Q,J�� ls- t cc•2P• ��M'rerte 4',nsi.,ce0s PO; QiTie a�C>TJ !ar 9 Sne F��cto Cs;l`t t <(4n S7U�t Type of Building: S,^$ ��4✓'^% l ti. Dwelling No.of Bedrooms Lot Size i �� 3� sq.ft. Garbage Grinder(!�' Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures tYA Set` dunl� 3�J (r,(tjj , a Co'la p..L#vvcni Design Flow(min.required) 1 `� gpd Design flow provided /���`� gpd Plan Date (0/1.'o I Number of sheets 1�2 Revision Date 911T.109. Title 58,,JPf�L PLSP-,�j —11 L-7 ii-X C,rr:Se 2-D 03-, lM.Jjlz livt/f�l Size of Septic Tank Type of S.A.S. Description of Soil CX L A—HS-41 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date Application Approved by /JN. Date �� —36-r;g Application Disapproved by Date for the following reasons Permit No. —/43 Date Issued ��—� `1 No. a-ne Fee f r- 1 y S Entered inecom uter" t't l 'THE COMMONWEALTH:Of�MASSACHUSETTS p Y�� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS t application for Misposal §ipstem Construction hermit Application for a Permit to Construct(Repair( ) Upgrade( Abandon( ) ❑Com lete System � � yp y ❑Individual Components Location Address or Lot No. ) a J Ca((,S2 A� Owner's Name Address,and Tel.No. Assessor's Map/Parcel 0�1.e- 17 ,u c AL Ck'iT t! 6, 10 t M q (3,) Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.y vl-Ty 3-/10--•-> J. &_,J,�a(_Qj Can 7 02 t�WreTc rcnea,.,cef�nS _ Lf-O, 6- (c ,v r-,e- d `-Tct it C-),)r T f C.(4nS7M /L1 caa�,��J Type of Building: 5 i n S(P e ,,,.., l`7. Dwelling No.of Bedrooms 9 );ot Size sq.ft. Garbage Grinder( 4-�— Other Type of Building h( /4- No.of Persons �/ Showers( ) Cafeteria( ) Other Fixtures lY/{ S e ff`.c �� i� 3 JsJ LK 1(�., r� Cu PA-0✓nc✓+7- Design Flow(min.required) 1 t/?ST gpd Design flow provided 40W /�f 5`/ gpd Plan Date (o{;o(a I Number of sheets 1 Revision Date 9/'5109 . Title ,ejA�,< �D P 5 J7z A '7 1 L z>i i L c,,fr;Sc. (Z- 0)- ertj•�I-r Size of Septic Tank Type of S.A.S. Description of Soil c A-t7�-,Gh c-it tin Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ,,. " The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Gode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si e A Date 'A4w ,Application Approved by 4AP. Date �0 -30 r, Application Disapproved by Date »--- for the following reasons ,. Permit No. o A,/ C}3 Date Issued („ - - 0 17 THE COMMONWEALTH OF MASSACHUSETTS-----'-• --_ _---=-r-------------�---- �._-_ BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(,,K Repaired( ) Upgraded( ) Abandoned O by p I/ ti r ti uC.1 at c I 11P has been constructed in accordance with the provisions of Tide 5 and the for Disposal System Construction Permit No..200 y-/ T 3 dated Installer Designer t #bedrooms Approved design flow 9 cl U + gpd The issuance of this jermit shall not be construed as a guarantee that the system will fu ctio as'Idesigned. Date h to Inspector p-A No. no Fee / S� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal *pstem Construction j)ermit Permission is hereby granted to Construct( y) Repair(++ ) Upgrade( ) Abandon( ) System located at 120 �,,r�,u� ;? 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 completed within three years of the date of this permit. fJ Date ' 0 69 Approved by i / � 4" xI` TOWN OF BAR.NSTABLE ®P LOCATION I9 C) Co,Cr1 G � � SEWAGE # C7 Iq 3 VILLAGE ©S �iI�� ASSESSOR'S MAP & LOT 7/ 6-ol INSTALLER'S NAME&PHONE NO.AT 6eV Slot- Z 33- Y?9 7 SEPTIC TANK CAPACITY .3000 �` COMP-��✓+ t� �1 ��1� / / �/1G'h LEACHING FACILITY: (type) � � (size) NO.OF BEDROOMS 9 L [� BUILDER OR OWNER PERMITDATE: 6"3o"og COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by OIAcr 1-� cr ao � -I-- i TOWN OFF BARNSTABLE LOCATION l a C') Ca c-r-1 u g RQ0 SEWAGE # doo ��3 VILLAGE dS TU i/i �Z ASSESSOR'S MAP & LOT 7V 15-d INSTALLER'S NAME&PHONE NO. A-T 6CV J g(,q(,tCL SEPTIC TANK CAPACITY 3000 t0 CC) /��C✓►� LEACHING FACILITY: (type) fA C.('► (size) x 7b,)01 NO.OF BEDROOMS -I ; BUILDER OR OWNER t Q r f� c PERMITDATE: 6"sc>—oq COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by J � C,Qt � A q 7 5� a q y _T.' %to qS, cletar•c�y.a�C 84 i I. r, 7. z7.4 r D� DiPrete Engineering Letter of Transmittal VA! p�l kw VIL WI To: Town of Barnstable Attention: -Don Desmarais Board of Health 200 Main Street Date: 9/30/2009 Hyannis, MA 02601 Re: Oyster Harbor Job No: 0786-001 We are Sending You: ❑ Progress Prints ®Submission Plans ❑supporting Material ® Other Copies: Description: Site Plan: Sewage Disposal System,Assessors Plat 71, Lot 15-2, Carriage Road, Barnstable 2 Massachusetts, Revised 9-15-09 Items Transmitted as Checked Below: ® For Approval ® For Your Use ❑ As Requested ® For Review Remarks: -; Hello Don, We spoke a few weeks back regarding the SDS design for 150 Carriage Road (AP 71 Lot 15- 2). The design has been revised to reduce fill on the site. The configuration of the system remains consistent with the original design and the system still has over 5 feet of separation to the seasonal high groundwater table. We are not requesting any waivers. I have attached two copies of the revised plan for your files. David Stanton did the original review for this design. Please let us know if you have any questions or comments. o 0 B Thank you, Jason o Signed: Jason P.CIoLJh, P.E. V VO Copy: File Senior Project Engineer JasonC@DiPrete-eng.com ` Two Stafford Court Cranston, RI 0292o Tel: (4ol) 943-l000 Fax: (401)464-6006 www.DiPrete-Eng.com l D� DiPrete Engineering Letter of Transmittal �Y r To: Town of Barnstable Attention: David Stanton Board of Health 200 Main Street Date: 6/26/2009 Hyannis, MA 02601 Re: Oyster Harbor Job No: 0786-001 We are Sending You: ❑ Progress Prints ®Submission Plans ❑Supporting Material ® Other Copies: Description: Site Plan: Sewage Disposal System,Assessors Plat 71, Lot 15-2,Carriage Road, Barnstable 2 Massachusetts, Revised 6-26-09 Items Transmitted as Checked Below: ® For Approval ® For Your Use ® As Requested ® For Review Remarks: Your comments have been addressed as follows: • -Need to show proposed waterline to the 3 bedroom cottage -Plan Revised to Show waterline to 3 bedroom cottage(Sheet 1). • -Septic Tank does not show the u pipe with gas baffle between the two compartments—Revised to Show U-Pipe(Sheet 1). • -Septic Tank shows 34"from the bottom of the tank to the bottom of the outlet tee. Liquid depth of tank shown as 6'(72".) A 6'liquid depth requires a 24"outlet tee. Tank depth of 72"-34"of space below outlet tee=38"outlet tee.—Revised to indicate 24"outlet tee(Sheet 1). • -Septic Tank note 2 says"3500 Gal./Min." Is that Gallons per minute or minimum number of gallons? The rest of the plans shows a 3,000 gallon tank.-Revised to read 3000 Gal.Minimum(Sheet 1). • -Need to show an inspection port installed in the SAS. Inspection port indicated on plan,cross section and profile(Sheet 1). • -Is a Coastal Bank present?—Note added to indicate No known Coastal Bank within 150 FT(Sheet 2). • -No.21 under the spec&design notes says"gravel fill",that should be.changed to"clean granular sand." —Note revised as requested(Sheet 1). • A note was added to call for system components to be marked with magnetic tape(Sheet 2) • Please email with Permit Number o ce complete.Thank you for your help. Signed: Jason P.CI•ugh, P.E. Copy: File Senior Project Engineer JasonC@DiPrete-eng.com Two Stafford Court Cranston, RI 0292o Tel: (4o1) 943-10oo Fax: (401)464-6006 www.DiPrete-Eng.com Stanton, David From: Stanton, David Sent: Tuesday, June 23, 2009 3:39 PM To: 'jasonC@DiPrete-eng.com' Subject: 150 Carriage Road septic plans Good afternoon Jason, reviewed the septic plans you submitted for 150 Carriage Road, Osterville, Job no 0786-001. The following needs to be changed or clarified on the plans and re-submitted for review: ✓-Need to show proposed waterline to the 3 bedroom cottage ✓Septic Tank does not show the u pipe with gas baffle between the two compartments Septic Tank shows 34"from the bottom of the tank to the bottom of the outlet tee. Liquid depth of tank shown as 6' (72".) A 6' liquid depth requires a 24"outlet tee. Tank depth of 72"-34"of space below outlet tee = 38" outlet tee. peptic Tank note 2 says "3500 Gal./Min." Is that Gallons per minute or minimum number of gallons? The rest of the plans shows a 3,000 gallon tank. -*"-Need to show an inspection port installed in the SAS ,,,,-Is a Coastal Bank present? /No. 21 under the spec&design notes says "gravel fill", that should be changed to"clean granular sand." Thanks, David 006 y4k, � l f �c,r► - �( 3°/10Ci MAR-15-2010 02:25P FROM:RJ BEVILACQUA 508-833-6359 TO:14014646006 P.2/2 Town of Barnstable �, ► Regulatory Services Thomas F.Geiler,Director BARWAMA Public Health Division MAM 9. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 �Faax: 508-790-6304 Date: / o'2o�a Sewage Permit#ai 0� - ►q 3 Assessor's Map/Parcel �/ 0 57 a Installer&Designer Certification Form Designer: I (�-e e !hine61ricl Installer: IKJ• ` � i��. ��' Address: TO 5arj zn4 CW r}- Address: PJ. &0( 6oZg CIS, /��" �a�ao -c,�d�,l�. N►/� . oab�ly On 6 34 Off/ 1'(�• µ:Ult�C(f�LQ CI was issued a permit to install a (date) (installer) septic system at 130 (f t ltgc Ko4L1� based on a design drawn by (address) { a�g pcc; e— (designer) dated w • 1 certifythat the septic system referenced above was installed substantially according to the desin, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory 1 certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS,dr any vertical relocation of any component of the septic system) but in accordance with State &Local Re&ulations. Plan revision or certified as- t by designer to follow. Stripout (if req c -tps,m`spected and the soils were fou. satisfactory. �P� N O� LEONARD R` BRADLEY JR. i;i'i o CIVIL - .Installer's Si tore) U No.39o89 /STER�Q��`�k� ss/OWAL (Desi s Signature) (Affix DesIER&WSUmp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:bftice fomiAldesigneroerdfication form doc I No.--4 ®Z Fee—=----f- - BOARD OF HEALTH TOWN OF BARNSTABLE �L A.ppticat ion ArWell Congtructionpermit R�Appli Pon hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: / Locati n — Address Assessors Map and Parcel Owner. Address ---� Installer — Driller Address Type of Building Dwelling Other - Type of,Building— No. of Persons-- YP �/f. �d p y--- --_ Type of Well � Ca acit / Purpose of Well— -�� -�`—=---_ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well rotect'on Regulation — The undersigned further agrees not to place the well in operation unt• C i f as been issued by the Board of Health. Signed (TV date Application Approved By __—_ __—___ ^ 7 date Application Disapproved for the following reasons: date L•�2-a 1 r 006 q a Permit No. -- �- -- Issued-- � -�----_—_____.__-------____--_-__-- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS I5_T-QrCE TI! I hat the In ividual Well Constructed ( 4<Altered ( ), or Repaired ( ) fI staller, at— has been installed in accordakce 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. -------------Dated------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -- -- Inspector--------- - --_-----__--- Fee- 130ARD OF OF HEAL$H TOWN OF BARNSTABLE '� ZIppCication for Well Con.1tructionPermit Application is hereby made or a permit o Construct (Alter ( ), or Repair ( )an individual Well at: I /ve9 /L , .e _ f_ Locati n — Address — Assessors Map and Parcel — APO Owner Address Installer — Driller Address Type of Building Dwelling Other - Type of Building- __— No. of Persons-- .---_____�__�_—____. Type of Well ---Sc ;__ Ca acit qw Purpose of Well-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until Ca erti 'c of i as been issued by the Board of Health. Signed — date T Application Approved By _�______—_— date Application Disapproved for the following reasons: r - _—�__._.-------------___— -- ---------- — date Permit No. 1j; 210 ' 0 D 6 __ Issued--L(1? -Ld------_-_-__-__-—-- . — ----————— —------------------ ------ ----- -- ----.-------- --- ----------_date -- _— ----- -- ----------- BOARD OF HEALTH S TOWN OF BARNSTABLE � = v Certificate Of Compliance THIS IS��O-CERTI , hat the In ividual Well Constructed ( Altered ( ), or Repaired ( ) by--{�� �� �— — ----------------------------- --------__—_..__---- I staller, 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. ----------------Dated THE ISSUANCE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -- -- Inspector---------- --- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Veil Cootruct ion Permit iNo. 7 Fee-- �---- Permission is hereby granted ���� to Construct (� Alter ( ), or Repair ( ) an Individual Well at: No. _ �.c�_—C°f�2.�L� C_ _� street as shown on the application for a Well Construction Permit F' No.- _,__ __._ Dated--—/ .___ --.___ - -� -- -� ? -- ----- -------- Board ofealth DATE ''r MAP 71 PARCEL 11-11 {�/V{I Loc�►.f t�✓ii N NARY, MAP 71 PARCEL 71-I1 $D$$wln8 Tle6 WLUAM N/F CERRACAIEN]50725 JOHN F.LMIA C SMITH A B C D r CERRFICATE �rr `C' OA I7J27 J(VI.1 •Jy I IA' 2 510' ]].B' Jf1.1' MAP 71 PARCEL 12 SDS Imeft6 3 822' 81.9' 2GF HWSE SEPTIC TANK D-BOX 8E0 LINDA M£WPHILIP W ER& OUT N WT N WT BEgN END 4 105' LC PLAN 15254V S 5 S6]' MW 42.1' CER7MCArE 141362 I6.8/ 1575 15.53 14.68 14.49 14.34 11.92 s` .c •. (cd.' HOUSE p X� p 944910" ""zy1SLDp-f� HOUBE 17.45 15.J7 6 6B.Z' 70.7'1WB' AN t.X' ] SI.T 6IS' 96.1' -. R=15.W' S77 J735.E ion=iB.29' ^ �, � B 109.7'128.0' 11.1' Ch-21.0]'� �� TFfp _ i ¢2 O., ,^I ty )Opp FE� 9 126.0'ut4'1117' 100-NCI. BUE t0 BID' 84.0'U7.9' MAP]I PARCEL/1-10 PRICIGLA E HOSTE77ER TRS CE099J�� �I D-Ba ,�4'' rr - daH2l5'S1 \�f RMCT=ON Y w Up OA .t n R=IJS.W flf.L DNS% R MAP 71 PARCEL]J L=193.83' 9 G TE N Tan=11 Z90' \ �QI, 20 00f JHiN F.&LYDIA C SMIM CANT 77.61' j, ,k, W d O L.C.PLAN IJW 80 '` Assessors\1.1,71 1';Inxl l.`.2\ O � CERR I FlCAIE JBJI8 0 N 86'J2'08" >R / I R.R,,I-N 111, IdA H O N r O ant 2.08 A-(90,414 x Sk)Cl'o Y1'eBmld4. I �' t �1a❑ 1 Sr OTC 2.82 Ae,e<CI'o A1e:u1 Highw,,Iel) " Nan 0UG g4PNNEL s MAP 71 T J� -- PARCEL 11-9 S 86'32 _ J 3s• fM`- `'-'" r 4d NIP DAMES K. KATULEEN L MINGLE € CER RFlCAIE 160263 T � a In RO Or hr 4J S 7y ``s I I I MAP 71 PARCEL IS IF SUMMER B.N LLTON JR.TR ! / F A NARRING70M FAMILY TRUST kZ (6Ts0/ Ai /3P General Notes 1. THE SITE IS FOUND ON TOWN OF BARNSTABLE ASSESSOR'S MAP 71 PARCEL 15-2. L� 2. THE OWNER OF THE SITE 1S R.ROBERT AND BRENDA H.POPEO.C/O MINK LEMN , Scale:1"=o' COHN.LLC,ONE FINANCIAL CENTER.BOSTON.MA 0210E / / 3. THERE IS A 100 YEAR FLOOD PLAIN LOCATED ON THE SITE ACCORDING O 20' QD• 80' TO F.E.M.A.FLOOD INSURANCE RATE MAP FOR THE TOWN OF GAR STABLE. / MASSACHUSETIS COMMUNITY PANEL 250001-0018 D DATED JULY 2.1992.TIE SITE IS LOCATED WITHIN THE FOLL0IWNG FLOOD INSURANCE ZONE ZONE A14(EL 12)-AREAS OF 100-YEAR FLOW:BASE FLOW ELEVATIONS AND FLOOD HAZARD FACTORS NOT DETERMINED. Plan References Certification: SDS As-Built Plan ZONE B-AREAS BETWEEN LIMITS OF THE 100-YEAR FLOW AND WO-YEAR FLOWING WIN A�RACE EPDTHS OR CERTAIN AREASLESS THAN ONE(1)CO FOOT CORTWHERE THERWNTIRBUTING DRAINAGE AREA 1. "AMR-DIVISION OF LOTS 31.32,B2 AND B3 OYSTER HARBORS ASSESSOR'S THIS PLAN IS NOT INTENDED TO RE-ESTAOUSH �a•� 1µ0 JJ' PROPERTY LINES,FENCES,ETC.OR OWNERSHIP OF THE O 0 Carriage Road IS LESS THAN ONE SWARE MILE OR AREAS PROTECTED BY LEVEES FROM THE RAT T LOTS GINE 115AS BARNSTABLEINC MREPAR D FOR.R PREPARED LAND DESIGNATED HERON. c BASE FLOOD.NO STRUCTURES ARE Y•iMIN THE FLOWPLAIN. BY OIPREIE ENGINEERING ASSOCIATES,INC.PREPARED FOR R.ROBERT y 6zmsNMe MnsuNuvIls POPEO,FEBRUARY S.2002,SCALE I"=40',REVISED 6-22-04. 1 HEREBY DECLARE THAT THE PROPERTY ONES SHOWN 4. THE CURRENT ZONINGEGU OF THE SITE PER THE TOWN IS RESIDENCE/AGRICULTURAL: ON THIS PLAN ME THE LINES DIVIDING EKISTING 0 DIMENSIONAL REGULATIONS 2. "SEWAGE DISPOSAL SYSTEM ASSESSOR'S PLAT ED LOT 15-2 CARRIAGE OWNERSHIPS,AND THE LINES OF THE STREETS AND EG P��W"' N DiPrete Engineering MINIMUM LOT AREA: 87.120 W.FT. ROAD EMS.INC..MASSACHFOR R."PREPARED BY DIPIRETE ENGINEERING WAYS SHOWN ME THOSE OF PUBLIC OR PRIVATE ESS W� MINIMUM LOT FRONTAGE: 20 FEET ASSOCIATES.INC.PREPMED FOR R. ROBERT POPEO.DUNE t0.GODS, STREETS OR WAYS ALREADY ESTMUSHED.AND THAT NO IONALE MiNIMUY LOT WIDTH: 125 FEET SCALE 1"=30'.REVISED 9-15-09. NEW LINES OR DIM90NS OF EKISTING OWNERSHIPS OR uaLPoaxgro MINIMUM FRONT YARD SETBACK: 30 FEET 1 w la.4u�a5n<oo6 wvmDannEnc.<om MINIMUM MOE YARD SETBACK: 15 FEET FOR NEW WAYS ARE SHOWN. MINIMUM REAR YARD SETBACK: 30 FEET J. BARNS ATOM AS-BUILT PLAN-ASSESSOR'S MAP 71.PARCEL RING. ere M 4MUM BUILDING HEIGHT: 30 FEET OR 2 1/2 STORIES. BMNSTABLE.INC.PREHUSETIS"PREPARED BY DIPREIE ENGINEERING Robert Po eo WHICHEVER IS LESSER ASSOCIATES.NC.PREPMED FOR ROBERT POPEO.JMUARY 29,2010.SCALE ae Rro�seltm P REVISED 2-17-10. SD..W" E.T eHA rrAA s"�>6lOntyaw roaea Pc n 1 Bosm�Wssem�emsOzne Nsene.ozesml rmryni zmu W mn".e.es..,s,a..�m"wcs r^'' MAP 71 PARCEL If-12 . . MlLLfAAI ARYL MAP 77 PARCEL 11-1 i' .SUS Stldllg Tlas t OUARINAE dD'1N F. ! & SMIN A B C D CERAfTCATE 150725 CERRF7CAIE . 2 SSA• '77 3MV t uP 112/11 MAP 71 PARCEL 12 SDS MlYelb N//FF'' { 3 .62.Y 64.W 26.7' PHftfP PAT78ERO MUSE SEPTIC TANK D-4= BED LOVA MMOXNER (, GUT IN OUT W OUT OEM END � 4 taY LC.PLAN 15264V CERW7CA1E 141562 •I - HOSE fww 1d64 iS75 5.53 4.66 14.49 14.34 13.92 6 SSY 769 42.1' , t 17:45 1577 B 66.2' 70.7- IOU R-1Soo' s n'J7,Sy i 7 .54,7 6IJr 06.1' L-2A80' s E t . Ton-16.29' M �- .6 109. 12&W BOX Ch-22.07'� �� TtAND _ ap Vim�- 9 12A7 137.4' 113. BUFFER 111 84HT 64.0' 117H1 azr �1w NAP'7!PARC'.1.JI-fO Of P711LTLLA M.HO�STETTER �4r. IRS LT7976�CA7E '' D-BOIt * S` S• _ 140995 at S ;:,� "2 RUCITON GOt1�fER MAP 7f PARCEL 13 - Q •�°yq y.. `�6�2 j"20 0Jf -.IAHN F. R L D/A G SWTH LC PLAN 153540 ' -pgesyot•\ ISP. c 'ri CER77RCATF TJB378 - N /. 3000 G R Robert and Popeo - gppC 2.08 Area(90.414:OWedand Eel ��,,�F�. i ® 2 TANK 2.8E Acres p'o Mean H Wated `ap• /}_ G Q""� e A PAR1� 1-8 .av KATHLEEN L NWCLE - CERI7FAGtJE 1801HS3 V% ji - �. NIB$ � /. / `�,r:■:, fl - Alt - MAP 71 PARCEL 15-3 ' .F A.HARRWOMM FAMILY TRUST LOP 193 ICU to a _ f ) / _... Gen_era[Motes 1. THE SITE IS FOUND ON TOWN OF emwsTABLE ASSESSOR'S NAP 71 PARCEL 15-2. / 4�! <J _ / '/• 1 / 2. THE OWNER OF THE.SITE IS R.R°BERT AND BRENDA H.POPEO,C/O MOM LEVIN ^� l Scale 3" CORN.TLC,ONE FINANCIAL CENTER,BOSTOH,MA M106. ,. ��) / / • 3. THERE IS A 100 YEAR FLOOD PLAN LOCATED ON THE STE ACCORDING 0 70' q0' N10' TO F.E,N.A,FLOOD INSURANCE RATE MAP FOR THE TOWN OF BARNSTABLE. MASSACHUSETTS COMMUNITY PANEL.250OM-0016 0 DATED JULY 2 1992THHE t SITE IS LOCATED WITHIN THE FOLLOWING FLOW HNSURANCE ZONE: ZONE A14(EL 12)-AREAS OF 1OD-TEAR FLOOD: BASE FLOOD ELEVATIONS AND - FLOW H+AZA�FACTORS NOT DET�LI�• SDS AS-Built Plan ZONE B-AREAS BETWEEN LIMITS OF THE 100-YEAR FLOOD AND SOO-YEAR Plan References _ Cert�ICBtion: . D . FLOOD; OR CERTAIN AREAS SUBJECT TO-100-PEAR FLOODING WITH AVERAGE ('8�a��.D�. J 9 DEPTHS LESS THAN ONE(1)FOOT OR WHERE THE CONTRIBUTING DRAINAGE AREA 1. 'ANR- orv190N OF LOTS J1,32 B2 AND B3 OYSTER HARBORS ASSESSOR'S TtWS PLAN IN NOT ENTEfIDFD TO RE-EST R H IP y. C Road u 2 . IS LESS THAN ONE SQUARE MILE; OR AREAS PROTECTED BY LEVEES FROM THE PLAT 7t LOTS 15-2 6:15-3 BARNSTABLE MASSACHUSETTS,' PREPARED PROPERTY ONES.FENCES.ETC.OR OWNERSHIP OF THE Aaaalar%Map nPaaalW2 f!_ BASE FLOOD.NO STRUCTURES ARE WITHIN THE FLOODPIAIN. � BY DIPRETE ENGINEERING ASSOMIM INC.PREPARED FOR R.R08ERT' � � LAND DESIGNATED NFRON. Bau aa0le.�� POPECL FTEBRUARY 6,2002,SCALE 1'-40,REVISED 8-22-04. 4. THE CURRENT ZONING OF THE SITE PER THE TOWN IS RESIDENCE/AGRICIATURAU .I HEREBY DECLARE THAT THE PROPERTY LINES SHOWN DIMENSIONAL fEGULATONS 2 'SEWAGE DISPOSAL SYSTEM ASSESSOR'S PLAT 71.LOT 15-2 CARRIAGE ON OWNTHISERSHIPS,PIH,N:ARE THE LINES FTHEDIVIDING STREASEETS cA Diraete Engineering - MWIMUM LOT ARM 87.120$0.FT. ROAD DMHNSTA8IE.MASSAt1WSETTS.'PREPARED BY OIPRETE E7NfA1'EER6NG WAYS SOW AND THE LINES OF THE STREETS AND . Mp/BR1N LOT FRONTAGE: 20 FEET ASSOCAIES,A PREPARED FOR R ROM!P(WEQ JUKE 10,2009. WAYS SHOWN ARE THOSE PUBIC OR PRIVATE MOM"LOT FRONT 20 FEET 'e'` STREETS OR WAYS ALREADY ESTABLISHED.AND THAT NO A.oSttAwaNmttraKmnPoY>:9w . SCALE/ -W.REVISED 9-15-G9.- 1 NEW LINES OR MWHINS OF EXISTING ONNEItSiWPS OR MOMM FRONT YARD SETBACK: 30 FEET + M�m�t3• 'fasalyMaaooN tYtwH)aVYlt�lnamm FOR NEW WAYS ARE SHOWN. MRAMM SIDEREAR YARD SETBACK: 15 FEET- 1 'FOUNDATION AS-BUILT PLAN- ASSESSOR'S MAP 71,PARCEL 15-2 MAJBJUM REAR YARD SETBACK: 30 FEES BARNSTABLE.MASSACHUSETTS'PREPARED BY DIPRETE E7N01NEERII . MAXIMUM BUILDING HEIGHT: 30 FEET OR 2 1/2 STORIES. ASSOCIATES.9 C.PREPARED FOR ROBOT POPEO.JANUARY 29. 2010,SCALE I - RObart Pop" WHICHEVER IS LESSER 1'-40,REVISED 2-17-10. Om FbeYMCaUa Gbvslq.aW tbgw P.0 . _ Bmia4 VA%m&A fem astn SHEET 1 K>Fa _ _ - weaamamaol ow�lalmoaoaYmanpw�rA'e.r.t.e - rt DI ryr _ 'wn !u WON vowtakPR aut� � M Wj Y•t�a�� , A ' COMU _ A .`t • IA., _ . Wow i 4y L'�LC (�►"xr) All SECOND FLOOR FURNITURE LAYOUT FLAN � a I -n xrt' _x..�r}}* x'`•- .ter mA a , tk 41 . IS - - r ' r'\ if t r WPOP _ -- . �� _. 1 Ile • . , -f16°p , ��,9Y lam. , 4` S uterCableOuttei'" nrccmcarrancr TV/CoinpSmokc Detector where required by Code NOTES: k � Carbon Monoxide Doectcer.wberetequired by Code C 1 - k7ccYsicai shall be provided as per CODE. 0 t HeatDeteetor"wlscrc requirr�by Code • S.BER Mounting height and locations of all counter height t .� § AFi - r r p'� Ther[rtostat ,a outlets and boxes for wall sconces.pius quantity am! DICK N locations of all floor mounted outlets to be fidd TRUC . cc J9 ks,sw3S�;.��,"`�' k cr WilchT` -4+� J - - .. I.. a *Y »r Y F verified by thc'Owner sad Arcbitcrs Gonlractrn'shatf Swifch wf Rheostat (dtmmu) refer to interior elevations furadditional dimmaianiD NO.2 3-way Swttclt/S way Switch It a requested that after the electrical boxes,eta l Q Recessed than Future.Alzak or white,5"dis,.roc. are roughed in,that the Cas+traoor;Electrician. da r xy : byJtmii S"lC 20-2fl5 WH TRIM n Os+uer and Architect'do a wsttc tluougti to cam t r" 5 TC 2t1-205 WH TR M(Not l isolated} It lotati'vns. 09 t E`x kUio a W�^ 222 North Sheet•Nham,MA .in g o2063 Tel t781J 74958.Fax{781)749 6486 P. 2 f k'ra S revision "Jam, +� } sip s �N, TT— VA w� - 't' � � tx�>� #r+'�"' `�q �,a'r� i a�'Y;: � 1 �.3. tSi'..•:, ;; --- .— - !� �1e t.Ca M t , tea 0Sally WestonAssociates 11 11 - \}•` These Plans,ideas,Drawl Desi s� ..� h-T IL 8�. s emenEs and related dotvrctents are,and remain the sole property of S: WeslDn Associates,Inc.and are not to be used,reused,rt or plibtished,in whole or in part,vithonrt the express,gn N Permission of Sally Weston Associates. ! job no , dramm.- checked ! ! scale `late.' i i 1 1 GAGE FLOOR PLANS ELECTRICAL OUT PLA N t = AND FRAMING PLANS f's SECOND FLOOR PLANT OMIT OF CLEARING - SILT PROTECTED AREA AREA OF__._ DISTURBAN I .. FENCE ba E 6 _ METAL OONNECTOR LIMIT OF CLEARING POST CABLE 1/8'0(MIN.) AREA OF DISTURBANCE L 8 (LOCATION AS DETAILED HEAVY-DUTY CORD SEWN IN SILT PROTECTED AREA ON PLANS SLIT FABRIC N m 2'z2'x4'-B'(MAX.)OAN �FABRIC(TOP AND BOTTOM) AND LOOP a`_ E POST DRIVE IN TRENCH (SEE OETML'A'FOR TOP CORD FOR , '* POD OVER (SEE NOTE,) i EVERY OTHER SILT FENCE POST) (2)1'x,'x3'-0'(MIN.) ` •``ww w _ BALED HAY OR STRAW. STAKES PER GALE to m S SUPPORT NETTING(HEAVY STAKED IN PLACE WITH SEI DUTY PLASTIC MESH) (2),'xl'x3'-O'(MIN.)STAKES BALES TO WEDGE L00 HAY BETWEEN SILT FENCE FABRIC W o BUTT TOGETHER BALES TO MAKE A FILTER FABRIC CONTINUOUS DETAIL "A" c . BARRIER EXISTING GRADE. ,'-e' NOTES: L LE °a g. (MIN.) 1. BALED HAY OR STRAW IS INSTALLED'TIGHT'AGAINST SILT FENCE. a 3 _ w THOROUGHLY COMPACT EXCAVATED SOILS BACK INTO TRENCH AFTER ' _ SILT FENCE K u INSTALLATION OF EROSION CONTROL DEVICE.SILT FENCE FABRIC SHALL NOT HORIZONTAL I ,i TOE OF SLOPE [ BE SDT.POST SHALL BE DRIVEN THROUGH SILT FENCE FABRIC.2'z2'x4'-6' G E BALE BINDING /(r,. Z '• FLOW wo (MAX)OAK POST FOR SILT FENCE SHALL BE LOCATED 8'-0'(MAX.)O.C.IN � WETLAND AREAS AND 4'-D'(MAX.)O.C.IN WETLAND RAVINE,GULLY OR 6, _ DROP-OFF AREAS AS SHOWN ON PLANS ,N s BURY FLAP OF FILTER FABRIC 2. 1'xl'x4'-6'(MIN.)POSTS PERMITTED FOR PRE-FABRICATED SILT FENCE. ® F a 3. 3. SILT FENCE AND BALED HAY SHALL BE INSTALLED BEFORE ANY GRUBBING OR _ 3 Y EARTH EXCAVATION TAKES PLACE. L _ ELEVATION PLAN M BALED HAY EROSION CHECK AND SILT FENCE COMBINED a NOT TO SCALE S ^ A O CL 82/17 :�y •.MAP 71 PARCE[I7-1I/ d ia_ c N/F g''B`€� t-t '� .3 JONN F.LYDIA G SN/TN p, pc s o CER77RC47F _ l... 'X' ISSdI ,"�,?')y§jam h 147J27 MAP 71/P 12 - 2 'm Iz }Efq PH/UP PA�G& LINDA MpXNER 3� / `1 jDLAGV j\O LC PUN 15254V _ . ��� yYVYY V iVP 10'i/ w\ �\^ CERnFlCA1F 141361 k.I (c T\'l.yy ItK7 ABRFOATK)N5: T7 g M \ 1ur TSF TOP OF SUB FLOOR ` `` IF TOP OF FOUNDATION m EXISTING ''-Y» _ y ya TREELINE( ' UP /1 I AIN � MAP 71N/P IJ 1 S ,JOHN F.R LYD/A C SM/TN 4 ' - 'T -n _ \ \ ,\ .• - LL.PLAN 153540 ] MAP 71 PARCEL 11-10 .�. � L—, \ \ $ j} -CER nFlCA 7E IJBJIB :j; PRIC/LLA M NOSTET7ER � 1 +� IRS 140 14099J of 6 t Q j a 6 z z o m P 9 _ ) OVERHEAD \ IWRES - i MAP 71 l \ \ \ 06 1 1� . I AUG CHANNEL `Wr'",, ? -'iA� O PARCEL 11-9 _ \ / * .. - .. NIP JANES K.d' `O UP CERDFlLA7E I60163 �, � ' 1 l /4 di ;1. A_.5 107/2 p - +\ 9 GENERAL NOTES: _ \ C A� �� I 1. THERE ARE NO KNOWN COASTAL BANKS WITHIN 150 ` \ rn\ \ Nq� FEET. ID>E Gq, 2. PROPERTY BOUNDARY LINE BY DIPRETE ENGINEERING IC 1n f \ I � _\ MAP 71 PARCEL 15-2 vt I t)',°.' _ '. ul \ / ;4 +�• a �\ a \` �\ AREA=90,414t IF.(TO W£/LAND EDGE) ASSOCIATES, INC. Q (a 208 ACRES(TO WETLAND EDGE) p. A� z82 ACRES(TO MEAN NIGH WATER) 3. TOPOGRAPHY SURVEY BY DIPRETE ENGINEERING - N := ai \ /U ASSOCIATES, INC. m a.E,4�F .. S EATsnNO \ PINE(TIP.)` 4. ALL EXISTING UTILITIES SHOWN ARE FROM VISIBLE +r vi INFORMATION, DRAWINGS FROM OTHERS, OR O c FLAGGED INFORMATION PROVIDED TO DIPRETE ENGINEERING Z G m WETLAND _ ASSOCIATES, INC. AND ARE SUBJECT TO CHANGE. +, BORDERING VEGETATIVE 1 .;�, � a snN �„ WETI-^ND(B` - ' SHOWNNO SHOULD RELY ON THE UTLITY FOR CONSTRUCTION AND DIG SAFE SATIONS HOULD I - MAP 71 PARCEL/5-J ' N/T a f�xr' A-6 ?� ( ) \ �. ' BE NOTIFIED PRIOR TO ANY WORK., SUMNER B. nLTOV,:97. TR F A HARR/NGTON N' IRUsT \ i s UP 10l/J 1 \ \ - 5. CONTRACTOR TO COORDINATE WITH THE APPROPRIATE _o f A-9. m I UTILITY COMPANIES FOR THE REMOVAL OF EXISTING N \ \ \ �\ UTILITY POLES 107/2 AND 107 AND THE RELOCATION m \ \ E)7snNc r �R, I x• \ '� `L.� A-ID OF THE OVERHEAD WIRES AS UNDERGROUND UTILITIES. 100-YEAR FL000\E(ZONE A14),ELEVATION 12.0 I _ a di DIRT PATH /' ''- E7ERENGE TOWN OF BARNSTABLE.MASSACHUSETIS. \ "� 'i•'•` BARNSTABLE COUNTY: Y 's+.TnP UP 15$ a 1(•-A A-II COMMUNITY PANEL N0.2 5 0 0 010 01E D / '€ �,n m ,ITLR � 3 \ "\1 }tAeYS EV15ED JULY 2, '� kl ./.i.nAN..r..AF.h.nv.nMJ.AJ..AI.nM.uJ.MA.I✓`hI'J"AJ��.A I ,: .`�t c�� .':w 1, 1 12 - Lk R �'G^A / 0 t I EXISnNG �no A � tia� rods �Ix t Slte ` \ � r3 E�cmlc ��� A \ d��� a. � Ty gq } i METER P Y`:.d2' E C iScm°tlY I+,MSrmnw�4 F �l )f%' It / 0 Fki \L� A V Ai4 <$ tw� TAL F ItG 6 0 75p�' A-IS SCALE:1°=30'. It 0 Sh, L 7,12 NON STRUCTURAL MEASURES:.,: MAINTENANCE LONG TERM: MAINTENANCE SHORT TERM: SEQUENCE OF CONSTRUCTION: ESTABLISHMENT OF VEGETATIVE COVER.• 1. TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND 1. THE CONSTRUCTION SUPERINTENDENT SHALL HAVE OVERALL 1. ALL DISTURBED SLOPES EITHER NEWLY CREATED OR CURRENTLY EXPOSED NOTE: AN ORDER OF CONDITIONS MUST BE ISSUED BY THE TOWN OF 1. SLOPES SHALL NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS STOCKPILED FOR LATER USE. STOCKPILE LOCATION SHALL BE SUBJECT TO RESPONSIBILITY FOR THE MAINTENANCE PROGRAM DURING THE SHALL BE SEEDED,PROTECTED, AND MAINTAINED BY THE CONTRACTOR BARNSTA13LE CONSERVATION COMMISSION BEFORE ANY CONSTRUCTION OF TIME SUCH AS THE INACTIVE WINTER SEASON. \ "X" APPROVAL BY THE PROJECT ENGINEER. A SEDIMENT BARRIER SHOULD CONSTRUCTION PHASE AND FOR A PERIOD OF ONE YEAR AFTER FOLLOWING FINAL GRADING AND CONSTRUCTION. THE CONTRACTOR SHALL ACTIVITY IS TO PROCEED. 2. ALL DISTURBED SLOPES EITHER NEWLY CREATED OR CURRENTLY EXPOSED SHALL l y^ SURROUND ALL TOPSOIL STOCKPILES. CONSTRUCTION. THE SUPERINTENDENT SHALL SEE THAT THE CHECK REGULARLY ALL SEEDED AREAS TO SEE THAT A GOOD STAND IS - BE SEEDED OR PROTECTED. APPROPRIATE WORKERS ARE AWARE OF THE PROVISIONS OF THE PLAN. MAINTAINED. 1. CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL 2. EROSION CONTROL MEASURES SHALL BE INSTALLED DOWNSTREAM OUTSIDE (SE & SC)ONSITE. SEQUENCE OF CONSTRUCTION PROVIDED MAY BE 3. THE TOPSOIL SHALL HAVE A SANDY LOAM TEXTURE RELATIVELY FREE OF SUBSOIL � THE LIMITS OF ANY PROPOSED CONSTRUCTION AS SHOWN ON THE SITE 2. AFTER ACCEPTANCE OF THE SITE BY THE OWNER, THE OWNER SHALL 2. THE CONTRACTOR MUST REPAIR OR RESEED ANY AREAS THAT DO NOT MODIFIED AS FIELD CONDITIONS WARRANT WITH PRIOR APPROVAL FROM .MATERIAL, STONES, ROOTS, LUMPS OF SOIL, TREE LIMBS, TRASH OR . m, PLANS AND PRIOR TO THE COMMENCEMENT OF THE PROPOSED HAVE OVERALL RESPONSIBILITY FOR IMPLEMENTING THE MAINTENANCE -DEVELOP WITHIN THE PERIOD OF ONE YEAR AND SHALL DO SO AT NO THE OWNER'S REPRESENTATIVE: CONSTRUCTION DEBRIS AND SHALL CONFORM WITH MASSACHUSETTS HIGHWAY b o _ DEVELOPMENTS. PROGRAM FOR THE STORMWATER MANAGEMENT PLAN. ADDITIONAL EXPENSE. DEPARTMENT STANDARD SPECIFICATIONS. _ m 2. CONSTRUCTION TO BEGIN THE IN THE FALL OF 2009 OR UPON RECEIPT OF THE SEEDING DESIGN MIX SHALL BE COMPRISED OF THE FOLLOWING: •L w m 3. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL MEASURES. 3. THE CONTRACTOR SHALL MAINTAIN ALL TOPSOIL STOCKPILES AND ALL NECESSARY APPROVALS. - n INSPECTION SHALL BE MADE AFTER EACH STORM EVENT AND REPAIRED SEDIMENT BARRIERS THROUGHOUT CONSTRUCTION. EXTREME CARE SHALL 'TYPE IPs/AC OR REPLACED AS WARRANTED. THE CONTRACTOR SHALL CLEAN THE BE TAKEN TO ENSURE THAT SEDIMENTS DO NOT SPILL OVER THE 3. SURVEY AND STAKE PROPOSED LIMIT OF SEDIMENTATION BARRIERS/LIMIT CREEPING RED FESCUE 75 ACCUMULATED SEDIMENT IF HALF OF THE ORIGINAL HEIGHT OF THE SEDIMENT BARRIER. OF DISTURBANCE. �� o s KENTUCKY BLUE GRASS 15 EROSION CONTROL MEASURES BECOMES FILLED IN WITH SEDIMENT. STRUCTURAL MEASURES: 4. THE,CONTRACTOR SHALL CHECKTHE EROSION CONTROL MEASURES ON A ° AJ o 4. PLACE SEDIMENTATION BARRIERS(HAY.BALES OR SILT FENCE) AS SHOWN COLONIAL BENT GRASS S. W 4. THE CONTRACTOR SHALL CHECK THE EROSION CONTROL MEASURES WEEKLY BASIS AND AFTER EACH STORM FOR UNDERMINING OR ON THE PLANS AND STAKED OUT IN THE FIELD. IN NO CASE IS THE 1. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED IN THE WEEKLY FOR UNDERMINING OR DETERIORATION. DETERIORATION, THE CONTRACTOR SHALL REPAIR C REPLACE THE LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS. PERENNIAL RYE GRASS 5 - DISTURBED AREAS IMMEDIATELY AFTER GRADING. THE SEEDING SHALL JnF £ EROSION CONTROL MEASURES AS NECESSARY. THE CONTRACTOR SHALL 5. THE CONSTRUCTION SUPERINTENDENT SHALL HAVE OVERALL INCLUDE ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. ACTIVITIES EARLY SPRING OR LATE SUMMER SEEDING IS RECOMMENDED. LIME AS REQUIRED 3 RESPONSIBILITY FOR PLAN IMPLEMENTATION OF NON-STRUCTURAL SHALL BE CONFINED TO WITHIN THE LIMIT OF WORK AS SHOWN ON THE CLEAN THE ACCUMULATED SEDIMENT IF HALF OF THE ORIGINAL HEIGHT OF S. BEGIN CLEARING AND GRUBBING IN AREA OF PROPOSED GRADING. L e MEASURES AND FOR SEEING THAT APPROPRIATE WORKERS ARE AWARE OF PLANS. THE EROSION CONTROL MEASURES BECOMES FILLED IN WITH SEDIMENTS. TOPSOIL IS TO BE STRIPPED FROM THE AREA OF THE PROPOSED GRADING BY SOIL TESTING TO COMPLIMENT OR UPGRADE EXISTING CONDITIONS. THE SEED a, AND STOCKPILED IN APPROVED LOCATIONS. TOPSOIL STOCKPILES ARE TO MIX SHALL BE INOCULATED WITHIN 24 HOURS AND BEFORE MIXING AND PLANTING. oo THE PROVISIONS OF THE PLAN. 2. THE CONTRACTOR SHALL RESEED ANY UNSTABILIZED AREAS AFTER A FULL 5. THE CONSTRUCTION SUPERINTENDENT SHALL HAVE OVERALL BE PROTECTED BY A ROW OF SEDIMENTATION BARRIERS AND COVERED OR - G " GROWING SEASON AT NO ADDITIONAL EXPENSE TO THE OWNER. RESPONSIBILITY FOR THE MAINTENANCE PROGRAM DURING THE TEMPORARILY SEEDED. 4. TEMPORARY TREATMENTS SHALL CONSIST OF NORTH AMERICAN GREEN EROSIONo 6. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ACCESS ROADS AND AREAS CONSTRUCTION PHASE. THE SUPERINTENDENT SHALL SEE THAT THE CONTROL BLANKETS SUCH AS S150 OR APPROVED EQUAL. THEY SHALL BE r1 TO BE GRADED. 3. THE CONSTRUCTION SUPERINTENDENT SHALL HAVE THE OVERALL 6. COMPLETE PROPOSED GRADING INCORPORATED INTO THE WORK AS WARRANTED OR AS ORDERED BY THE `^$ RESPONSIBILITY FOR STRUCTURAL MEASURE IMPLEMENTATION AND FOR - APPROPRIATE WORKERS ARE AWARE OF THE PROVISIONS OF THE PLAN. ENGINEER. HAY OR STRAW APPLICATIONS SHALL BE IN THE AMOUNT OF 2 ® 3 a 7. STONE STABILIZATION PADS ARE TO BE LOCATED AT THE SITE ENTRANCES SEEING THAT APPROPRIATE WORKERS ARE AWARE OF THE PROVISIONS OF TONS/ACRE. " TO REDUCE THE TRACKING OR FLOWING OF SEDIMENT ONTO THE PUBLIC THE PLAN. 6. ALL EROSION CONTROL MEASURES, TEMPORARY TREATMENTS(HAY, STRAW, 7. PERMANENTLY STABILIZE DISTURBED AREAS BY LOAMING AND SEEDING. RIGHT-OF-WAY. ETC.), AND TEMPORARY PROTECTION SHALL BE MAINTAINED BY THE 5. .ALL EROSION CONTROL MEASURES OR TEMPORARY PROTECTION SHALL REMAIN IN 8. THE CONTRACTOR SHALL MAINTAIN THE ENTRANCE. THE MAINTENANCE CONTRACTOR THROUGHOUT CONSTRUCTION AND SHALL REMAIN IN PLACE 8. VISTA PRUNING IS TO BE COMPLETED FOLLOWING FINAL APPROVAL OF THE PLACE UNTIL AN ACCEPTABLE STAND OF GRASS OR APPROVED GROUND COVER IS UNTIL AN ACCEPTABLE STAND OF.GRASS OR APPROVED GROUND.COVER VIEW CORRIDORS) BY THE CONSERVATION COMMISSION AND OR ESTABLISHED. d SHALL INCLUDE TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL - CONSERVATION AGENT. THE VISTA PRUNING CANNOT BE FINALIZED UNTIL $ . L BE THOROUGHLY COMPACTED UPON PLACEMENT IN STRICT IS ESTABLISHED. 6 LENGTH AS CONDITIONS DEMAND OR AS DIRECTED BY THE ENGINEER. ALL - - �" THE LOT GRADING IS COMPLETE AND THE HOME IS SIGNIFICANTLY ALL FILL SHALL WITH THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SEDIMENTS SPILLED. DROPPED. WASHED, OR TRACKED ONTO THE PUBLIC COMPLETED SO THAT THE VIEW CORRIDORS CAN BE OBSERVED BY THE SPECIFICATIONS. v RIGHT-OF-WAY MUST BE REMOVED. CONSERVATION COMMISSION AND OR THE CONSERVATION AGENT. o 7. STOCKPILES OF TOPSOIL SHALL NOT BE LOCATED NEAR WATERWAYS. THEY SHALL 9. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL HAVE SIDE SLOPES NO GREATER THAN 2:1 AND SHALL BE TEMPORARILY SEEDED A0 ate, MEASURES FOLLOWING VEGETATIVE ESTABLISHMENT OF ALL DISTURBED AND/OR STABILIZED. a 0A 0 U, L AREAS. S. THE CONSTRUCTION SUPERINTENDENT SHALL HAVE OVERALL RESPONSIBILITY FOR o i,, uP B2/n "\ I'MAP 71 vARCfI.r1-71 110, IMMEDIATELY FOLLOWING REMOVAL OF TEMPORARY SOIL EROSION AND PLAN IMPLEMENTATION AND FOR SEEING THAT THE APPROPRIATE WORKERS ARE &' AWARE OF THE PROVISIONS OF THE PLAN. THE CONTRACTOR MUST REPAIR v NIP SEDIMENTATION CONTROL A SPLIT RAIL FENCE(OR APPROVED ALTERNATIVE) JIkIN F.LYDIA a SMITH SHALL BE CONSTRUCTED AND MAINTAINED ALONG WORK LIMIT LINE ADJACENT.TO AND/OR RESEED ANY AREAS THAT DO NOT DEVELOP WITHIN THE PERIOD OF ONE a o 0 8 c Ill I d ,_�_.�: CERTIFICATE THE 50'NO CONSTRUCTION BUFFER. YEAR AND SHALL DO SO AT NO ADDITIONAL EXPENSE. j ({9 147327 MAP 71 PAR 17 �i ExISnNc N 9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PAVING OR L° PH/UP PATBERG& � � � PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. PERMANENTLY � LINDA MEIXNER - - SEEDED AREAS SHALL BE PROTECTED DURING ESTABLISHMENT WITH MULCH. ALL S �'1' N LC PUN 75254V - - SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS rn a CERRRCATE 141362 IN HATCHED S WITHIN o 0 MIT OF WORK PREVIOUSLY REVIEWED UNDER MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NECESSARY. REQUEST FOR DETERMINATION OF APPLICABILITY 10. TEMPORARY HAY MULCH TO BE TACKED IN PLACE WITH NYLON MESH NETTING. a AND IS NOT PART OF THIS APPLICATION. - .. PROPOSED LEACHING t ((__ ? / sH, b\ (REFERENCE DETERMINATION OF APPLICABILITY 09039) 11. MAXIMUM GRADED SLOPE WITHIN THE SITE IS TO BE 2:1, UNLESS SPECIFIED a CATCH BASIN 2 I �e - , - OTHERWISE. .. RIM-77.4 jR: V f \/ Rs```(✓�„� - ' RESERVE AREA +\1' 3 ..F]'Y� UP /1 •-�Y`T_�,yY '}� TYPICAL I•q / ARB= / f/ \ M/fy^f.jY" R h EXISTING I / �� 7400 / .: \/ / j� MAP 71 PARCEL 13 �7 '. TREES TO I'� ?0 r /" - REMAIN d ;, / 3 r ,,....� / ; ,A7TIN G P LN 1 a SM/IN 18.0 - p � 1 / Imo: J R vim,• / *:� APPROVED SILT FENCE/UMIT OF WORK La PLAN 75J54D ABREVwnONS: REFERENCE DETERMINATION OF - CER RFICA7E.iJ6J/B ^ MAP 71 PARCEL 11-f0 k •,(� -/ ./ `ih. ( ' APPLICABILITY 09039 _ - TSE TOPOFSU&FLOOR ; - PRICILLA M.HQSTETIER _ Ir /r'/ _ �L�, TF TOP OF FOUNDATION IRS CERRRCATE ,7\4/ .y-S 11 / f 16.0- -P_RQ QSED_ _ 140993 < ✓ / /� �" / �?'\` � 0 T / / /e /- > - GRA E 4 INSPECTION PORT o 'n o (SEE INSPECTION //'E/ S 001 / i '/- / �I� ' N 3 _ 1 0 LIMIT OF a o PORT -WETLAND RK u `^ '` PROPOSED X REMOVED. 16.0 14.0 - -UNDERGROUND- _ EXISTING OVERHEAD WIRES BE BE - B FFER �+ m _UTTUTIES RELOCATED AS UNDERGROUND UTIUTIES. g z z a fY lT / T�/ / l^ '✓ JJJJJJ ,,, J( CONTRACTOR TO COORDINATE REMOVAL @ , .' /EX/SRNG OF OVERHEAD WRES AND LOCATION OF q WORK 41NCWO IL " o v v, L% +✓/: /"' ! / OVERHEAD UNDERGROUND URUTIES WITH THE - _ �. 14.0 12.0 TRUCTION 0 BENCHMAR / / /f \y q /F" / / WRES APPROPRIATE UnUTY COMPANIES. I' a BUFFER SET PROPOSED 1 :T ELEV=20.54 '/ / / .. / / /AQ d71 p ;•/ Ij //v ,, 1 a-z -'. GRADE - Bi-_ WETLAND - o. LHANNEL 12.0--.----.---_--.. 10.0-_-____FFE_ ___ I MAP 7/ I "' v.r / /,,.� - ,�,.` fl3$ I / .L- .T_ "i:ypSRNO.iDUaa.N:T;:'a. �s� EXISTIN ...I EXISTING R ..I PARCEL rt-s .� 1 �`' /-_ / 6 , A 3 N/F1 r r /j' f' / \ P$,t lj•7as I,'� ✓AWES K.A• {p UP 6 /% / ' / 5.032 x ^T I 0.0 8.0 E ICATNLEEN L MINGLE .� I m./ / / FT/; Q / 1 CERTIFICATE 160263 5i; C. / / / } //S PC /K /a i`M1 / / �� - A(,1 �" - SCALE I 30 HORIZONTAL 1-J VOTICAL SCALE 1 30 HORIZONTAL I'-S VERTICAL 50'NO Na; W ' 2 CONSTRUCTION' cORdD i � '. EXISTING OAK �. -/ BUFFER � 7/2 A,5 ROPOSED LEACH IN GENERAL NOTES: �. \ - PROPOSED MEW CORRIDOR \ / / d BBB N _ 1 THERE, RE NO KNOWN COASTAL BANKS A- FOR MSTA PRUNING(TYP.) A> 0 S L B S WITHIN 150 N EXISTING 'r / ".9 / y// T SL 31 //..... :CORRIDOR 2 FEET. A _ 97E 2. PROPERTY BOUNDARY LINE BY DIPRETE ENGINEERING �' al_ MAP 71 PARCEL 1r2 F a' vt `a BU y -x` ` \ AREA-90.4/41 SF.(TO NE7LAND EDGE i0 ,, -- ?-; ASSOCIATES, INC. W.. / a?D;u zpe Acores ro Wr>VwO EDGE) O to� ' A / LL/`To 13 H/ z - a ( / 3. TOPOGRAPHY SURVEY BY DIPRETE ENGINEERING a `� / r I'}'( / a ___ A� 2.52 ACRES(Rl MEAN HIGH WATER) v yV Oj \/. \ / ASSOCIATES. INC. EATSRNC V CO U � I 7 IRRIGATION weu "1^ /�� i C�n7w I P/NE(rnJ� ` NOS: 4. ALL EXISTING UTILITIES SHOWN ARE FROM VISIBLE 1. SEE SHEET 1 FOR EROSION CONTROL INFORMATION, DRAWINGS FROM OTHERS, OR O _ a �. INFORMATION PROVIDED TO DIPRETE ENGINEERING ROPOSED A IN '1' t a ,� _ p EDGE OF FLAGGED BARRIER DETAIL. Q [I] ':' 3' CATCH BASIN � ��' �., A EDGE OF BORDERING VEGETATIVE \ ASSOCIATES, INC. AND ARE SUBJECT TO CHANGE. ` - EXISTING WEILAND(BVvQ 2. SEE PLANTING PLAN, CONSERVATION NO ONE SHOULD RELY ON THE UTILITY LOCATIONS NAP 71 PARCEL IS-J / ,r o .. OAK( )TYP. ' AREA, POPEO RESIDENCE, OYSTER SHOWN FOR CONSTRUCTION AND DIG SAFE SHOULD \ '( I N� / - A-R... \ ' HARBOR, OSTERVILLE, MA, BY HINES BE NOTIFIED PRIOR TO ANY WORK. 7 SUMMER B.RLIDN,dL TR E}r 3 F A HARRINGTON FAMILY TRUST \76' .< L4 P 107/J \ A SPLIT RAIL FENCE(OR APPROVED ALTERNATIVE) \ 1WASSER1-17- ASSOCIATES, DATED y �, „ o -SHALL BE CONSTRUCTED AND MAINTAINED WOR WITHIN 1 11-17-09 FOR PROPOSED PLANTINGS. 5. CONTRACTOR TO COORDINATE WITH THE APPROPRIATE P THE PROPERTY ALONG HE LIMIT OF WORK LINE ' U71UTY COMPANIES FOR THE REMOVAL OF EXISTING m \ADJACENT To THE 50'No CONSTRUCTION BUFFER. UTIUTY POLES 107/2 AND 107 AND THE RELOCATION II A-ID ' OF THE OVERHEAD WIRES AS UNDERGROUND UTILITIES. �o EMSDNG ',++ \„` \ 00-YEAR O1RT PA7H ROOD ZONE(ZONE A14).ELEVATION 12.0 I c� 1� EFERENCE TOWN OF BARNSTABLE.MASSACHUSETTS. Y')} AR STABLE COUNTY: i lye^d` i 1 feK�} �,� COMSEDI PANEL NO. 2500010018 D Legend 1 r. 'amyLt 13 ?k�t ak: {. I"'-• - UP 155 s, UP 15 � / `\ \ IXISTNG UTILITYPOLE OLE TO BE REMOVED. EXISTING OVERHEAD WIRES TO BE \ \ OBSERVATION HOLE \� _ 12 ♦ -40- -EXISTING CONTOUR RELOCATED AS UNDERGROUND UTILITIES \ \ J`/� Sale EMSRNG TO BE REMO INE PROPOSED EROSION \ / / \o ` T ✓x r ' CONTRACTOR TO COORDINATE REMOVAL NO OF' h ry0 qG pROPOSEO CONTOUR 2 A ✓ ti OVERHEAD UTLITIESCWIIH THE ELECTRIC (TYPJ `XI -L�2� CONTROL BARRIER / `V'\ ' 0 APPROPRIATE UTILITY COMPANIES. METERS�1K.1 (SEE SHEET 1 FOR DETAIL) I 4 / L -VJ WATER SERVICE LINE `'A,n jU BENCHMARK "-t'M'^X{ UT�/ CumA FNA+atpk'}' ,. Oµ�Eklg� �� >z ��N ,. ( ;pT�ytw S"♦ TM t tp 4.-"-t A IS SCALE:1°=30' Sneer z o12 . :, Y TOP OF EON. 2 LBO D (MNN) " TOPOf N8.W (GUEST) 24•C.I.FMM (WTT EBCOVER. HINS"OFGHDE) LEACHING TRENCH PLAN SYSTEM PROFILE TEST PIT 1 TEST PIT 6 FIN.GRADE .E(MMH) -y FIVGMDE 1200.E(GUEST) &SECTION DETAILS FIN. ME 38.70 NOT TO SCALE .� 4"CLEANOUi yEFIT Nor7o SCALE DATE: 1/18/02 G.S.ELEV. 14.00 DATE: 1/18/02 G.S.ELEV. 14.00 FOR 3 BR DWELLING FIN.GRADE 17.5 (ODOR CONTROL REQ'D _34 FT ELEV. DEPTH SOIL DESCRIPTION ELEV. DE SOIL DESCRIPTION 0 17751MAX) ALTNATED CARBON FILTER) VENT Ap SO YR 3/2 LOAMY SAND Ap 10 YR 3/2 LOAMY SAND <,V^ 9•MIN. IN.GRADE 15.831MIN) Q%GRAVEL<2%COBBLES <2%GRAVEL,<x%COBBLES 36"MAC 24• 34• •INSPECTION FORT 13.00 12• WEAK IS,,V.FRIABLE 13D0 1. WEAK G,,V.FRIABLE U 6• VENTED 9"MIN. SEE NOTES BELOW PIPE TO BE IAIp ONA R 3' U-PIPE 36•MAK 4•B T.I.MI BW SAND 2.SY 6/3 BWSAND2.SY6/3 = 0 g 4'0 6• L.20 R. w 3" 1, S•O.OIFf/FT. I I <2%GMVEL<2IABLE t <2%GW SAS FRINHE COBBLES w L.J4 fT. I I Fi.EFFCTIVE W 111TH W SAB FRIABLE W SAS FRIABLE •` m S•.02 FT/FT, 12" 31• 40 2„ (LEVEL FOR 2'1 TOP OFTRENCH EL.14.75 (IYP.1 11.E 24' 11.50 ]B• r a ROMAIN) u• 24• L•B1 FT. 6" ss, - tz - C2.SY 6/2 Cx.SY6/I L• 4.0 (�j 5•.OSFT/Ff. 0 3 R:I SKID SAND to ° 113 - S%GRAVEL 109E COBBLES 5%GRAVEL SO%COBa f< 4NJ n 333 5 L•70 T. C s•D2LTPT. NFIIWW 2•°O °° s•o.Dos FNFr. II MAY C `f$ 2OFT. 6FT.RYP.) 4.m 310• NIGH GROUNDWATffl TABLE 4B0 120" HIGH GROUNDWATERTABLE W O b E (TO GUEST) To ODMINE 1B1f 4 1AY R CR.STONE `P 6" Fl•2'D.D641 ally GAS 'MINI BOTTOM OF TRENCH EL 1L90 _ 16Fi.SPACE BEIWKEN EDIDIF11411T DEFIEROR (30�L X 15,E"W X 19"H) RESTREERVE S TO USED FOR �1 0 MG.INV.(MAIN HOUSE) 17.14 404 PIPEINV.14.25 RESERVE AREA) s BLDG.INV.(GUMTHOUSE)16.76 DISTRIBUTION SFT.MIN. a` S.N 3 DISTANCE 2"LAYER - 4"D PIPE q y PIPE INV.13.90 7.90 FT.PROVIDED qp 88 08 6o<�DOYER C,Rp. No�o oC���X BOA SA"To 1R'0 Q o -. 6 °Op•'�O°Ovd°opp'o,, po WASHED STONE .pp-p°° DISTRIBUTION BOX (IOLLEV OR EQUAL) FREE FROM DUSTB FIN ES. 4•INSPECDON PDRT L5'MIN. GROUNDWATER NONE OBSERVED fiROUNDWATER:NONE OBSERVED r� m m 3000 GAL.SEPTIC TANK INLET ELI4.GO SEE NOTES MHGRWNDWAMTABIEIS-12V HIGIFGROUNOWATERTABLES-ud' Q TWO COMPARTMENT OUTIETEL 1a.43 MAX.GROUNDWATER EL=4.00tBEIOWTNESURFACEBASEDON EELOWTHE SURFACE BASSOON ® c JOLLEY PRECAST 3LXN OR EQUAL) - 36"MIAX I I- EL.34.75N ~N. IN- ' 3DEPTH OF HOLE• DEPTH OF HOIF IN-EL. 15.. LEACHING TRENCH(SEE DETAIL) - O O CL . OLIRETEL DEPTH VG PERGOIADON7EST MTA i SEPTICTANK NOTES: DISTRIBUTION BOX NOTES: INPSECIION PORT NOTES DF ECTVRFT. • REGUINSTALATIONS. CONFORMANCE WITH L SEPTIC TANKTO BE WATERTIGHT AND TO MEET ASTM 1. DISTRIBUTIONBOXTOBEPRECASTCONC.W/BAFFUE 1. INSTAL(A MINIMUM OF ONE INSPECTION FORT - REGULATIONS. (G.W.EL•4.m fl TESTN0. DATE' RATE' DEPIM EILV: NOlFS: STANDARDC1327.93.SET ON LEVEL BASE,ON AND IDS MINIMUM COVER. VERTICALLY OWN(F A PERFORATEDSTOE TO HE IPE NATURALLY BOTTOM SET.MIN. 1. PROVIDE MINIMUM 6•SUMP BELOW OUTLET INVERT. VERTICALLY DOWN INTOlHESTONETOTNENAIURALLY •WHEN DESIGN OAIDETFLOW EXCEED52000 COMPACTED GRAVEL I95%IIF IN FILE OR 6"STONE IF 3/4 TO WASHEt HOLE' I/18/BL <3 MR 39" IO.75 DESIGN®<5 MN = rvQ OCCURRING SOIL SAND FILL. THE STONE THE TRENCH EL.II.SO DISTANCE DIAMETER MAINW DUES ES(OVH INNATNCOMPAR D. DBE.WASHDSTONE 7.90 FT.PflWIDEO . •• 3. SET ON LEVELN3E Oi LUMPACOUND.EI(95%)DIN PIPE SSIBL BE CAPPED W"INTIRfE INCHES 0 FINIPEANO HOLES 3/38/02 QMH 39" 30.75 � DIAMETER MAIN WTHC.I.INLET 3. pOUP DETENIONTI E-O AB HOUR 24 DESIGN®<5MPI o FILL OR 6"STONE IF IN NATNEGROUND. ACCESSIBLE TO WfMINTNREE INOIFS OF FINISH GRADE. (FREE OF DUST F� N iG AND OUTICTEES)WITH C.I.FRAMES HOUR DETENTIONTIME•3m0 GAL MINIMUM -ANDCOVERS6"TOFINISHEDGMDE. 4. RISER TO BE INSTALLED ON D-BOX WITH>9"COVER E� WITNESSED BY:DAVID STANTONTAMI G n 3. SEPTIC TANK SHALL HAVE MANUGARURER50/C - MAX.GROUNDWATER EL•4.002 d ,- aA L SEAL - SOIL EVALUATION BY:IEONARDB BRADIEY,IR,P.E. a' UP 82/17 ,..._.: 'MAP 7r PARCEi,n-n DESIGN FLOW: DISPOSAL SYSTEM: PERC.RATE-_VPI a a o ,liL fiaa. S�+L' N/F ABREVUIgNS: F d - I ,RY/N F.LttAAG SI.BTN 9BEDROOMS@]]OGPD.40GPD TYPDBtGNFATS--RSN016,70'IONTAR.- ,2DEEP p . CE147527 E EDSTING ♦SO%IOaNDBO.495 GPD REQ1D.-1A48YPD/_O57SD/S.F R 2,OTF. n.. m ,LL� /17J27 MAP 71 P 12 TSF TOP OF SUB-SLOOP lOD TREES TO N/3• TF TOP OF FOUNDATION -� PROVIDED: { PN1LP PA77BERG- TDNB DESIGN FLOW' GPD JZcy7+Far RET4aN LINDA METER SEPTICTANK: BOTTOM rooS.F X074 GPD/SF.• 518GD LC PLAN 15254V - DESIGNFIOW BBOGPD SIDE 1S.F. X0.74GPD/SF L036GPD F((r I✓ _ CERTIFICATE 14FJ62 °� o di I -- -- - ']57 tIDR1PARiMEM• EIMNBHRDE00DDAL . O l• ,,,,UP 1071/ TOTAL 2,IOOSF. X074GPD/SE- 1,554GPD / �T 3 <• \ W-14.0 W�12.0 XSN S�PRCMDED•2 FiM >2P07SFOK. >1/T85 GPDK .Q •D -COMPARTMENT- 9903AL124HRDETEMION ✓ . d RO PROP T SUM PROVIDED GAL CATCH BASIN '. , � � SILT �¢ RIM-17. „�,y ��' '� / , •_ �]�'� - - Fill Specifications: - _„ BW= IL• --qq��••���v,, FE , '�,A7. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN M.L.SHALL CONSIST OF SELECT W t ��i'q GRANULAR R IMPORTED SOIL MATERIAL.THE FILL SHALL COMP0.15E00f CLEAN 9 U A �• N _ N R F RANI MATT AN RI RESERVE AREA GRANULAPM SAND EEO ORGANIC C ER DOELETE DELETERIOUS SUBSTANCES. TYPICAL ' pL�Si vlv MAP 71 PARCEL 1J EXISTING ,)1� L)•I MILSHALLNDLAYE0.50FDIFF-ERIAl-GERFSOIL-0INC.BE A-.MHE ��,D ,6T �\ \ N� y S FILLSHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES AMINIMUMOi .g T I `` 0 vtlt/N F.h L1D/A G SMI7N - jP�W+, l � L,C.PLAN f5354D ! q` ONE SIEVE ANALYSIS SHALL BE PERFORMED,USING A 04 SIEVE,ONAREPRESENTATIVE 9' REMAIN �® ° L�,FJ�.�. '('' CER77nCA7E IJBJIB 4 SAMPLEOFTHEFILL UPT045%BYWEIGHTOFTHEFILLSAMPLEMAY8EREfAINED O MAP 71 PARCEL 11-ID :aTi- 1YfWF_' 1E� (1� �� ON THE NSIRM SIEVE ANALYSIS SHALL ALSO BE PERFORMED ON THE FMRION 0 N S7F 11L30j 1 ' PRfLillAY 7E77ER �'' '•� E4+��0 r OFTHEFl MATERRE MESINETS THETHE FOLLOWING SPECIFICATIONS: PE ANALTIOS: DEMONSRNTE i y''�'V�q,, • THAT THE MATERIAL MEEK THE FOLLOWING IDOFICATIONS: 7R5 CM.HOS TE , Co v R 14O99J 4 INSPECTION PORT "� \ L=81 ��G ,TT EFFECTIVE %THATMUST 6� m VI .2 v - / S-D.01 FT SIEVE SUE PARTIAL SIZE PASS SIHIE n O _ (SEE INSPECDO /' PORT NOTE$ ,A / / PROPOSED, \s I r •POOL p50 mm 0%100% m / � ,. 0 30 mm 12W D w IV J AT I/f. \ \ � � �.1.+"- 1};,"..,,,....""-` •- .0 5 mm 1094x0% �l".Q■ VI VI C] m X2m O75 mm 0965% 4A-J I { PRIORTOPL4CEMENTOFTHEFILLWHICHSHALLBEITOCKPILEDATTHEEDGEOF BENgIM SET IN UP 1 / //$/ //'/ TIIEEXMVATIONANDGILLEDINGRADUALLYMEBOMMSUOM OFWE ELEV•20 t fY�Y �r S B� I A- EXCAVATION SHALL BE SCARIFIED AND RELATNEL LL PLACED DRY.FILL SHA NOT BE PLAC , 2 A-i IF ME WATER TAM ELEVATIONS ABOVE THE ELFVATLON OF THE BOTTOM OF ME EXCAVATION,THE EXCAVATION SHALL BE DEWATERED AS NECESSARY. ON PAS n /"' ` _ i ;u.. fay, A- T Specifications&Design Notes N1rDAMES K. ]i UP G i7 !, 1 S}4iOry � j 1. 1 �_ \ a 1. ME SYSTEM FOR THESUBSURFAC RDISPOSAL OF SAWTARY SEWAGEEQUIIUMEWSOF3WCMR15.SHALLBECONSTRUCTED E KATHLEENL.MWGTE J2 7' PROP$ED .ICI FYf�r��'TtT - IN ACCORDANCE WRM THE LATESTPEQUIREMENTS OF 310CMR IS.00MESTATE ENMRON- °I !ERRFlCA)E 16026! ( "' SEPTIC TANK _ "LA • �4 �- MENTAL CODE,TITLE5:MINIMUM REQUIREMENTS FORTHE SUBSURFACEDISPQSALOF N I y . ' - REGIOSAWT ALREQUGE.THESYSTEM SHALL ALSO MEET THE LATEST LOCAL MUNICIPIy AND .� REGIONAL REQUIREMENTS. 2. THE PIPE FROM THE BULGING TO THE SEPTIC TANK SHALL BE CONSTRUCTED OF CORROSION Q r I PATCH BASIN 1 A - RESISTANT MATERIAL AND EQUIPPED WITH WATER TIGHT JOINTS;CAST IRON,SCHEDULE>o PVC AR' `A. OR THE EQUIVALENT(LAID ON A FIRM COMPACTED BED). 4J O .0 v: + " 9 3. SOLID WALL PIPE AND FNTING5$HALL BE SCHEDULE 40 WE(POLWINYL CHLORIDE) 1A N CATCH BASIN {g D �� rt '� MANUFACTURED IN WELDED WITH THE LA JOINTSQUIREMENI3 OF ASfMD3034. ��. ��•Y,�� ly O '.-%)i5F�j110 ^ � / <b'-\ A-\ `F4'� \ IOINTS SHALL BE SOLVENT WELDEDlYPE MIGHT JOINTS). ,A � � ' •Ky'YS •-1. w .�. ' i0 �\ BBB �• _ 4. THESEPRCTANKSHALLBEAPRECASTREINDRCECONCRETESTRUMREWTTHA - Y/ j �" rl \ •],, / .�:i�,`J A\ A•FJ�. \ I HEAVY DUTY COVER IHS20 WHEEL LOADING).THE CONCRETE SHALL HAVE A MINIMUM J -E v EXISTING --� { I✓ F •••1��E.��ti:•�:l �+ COMPRESSIVE STRENGTH OF 4000 P51 AFTER 28 DAYS.TANK TO BE PREUST WfTH - O ���,%, \�� ZO BW'�74. / y `?; :A� \ .TE \ SUITABLE ACCESS COVERS AND PIPE PENETRATION KNOCKOUTS.SEE BARNSTABLE BOARD - O G Vpe• `P G MAP 71 PARCEL 15-2 OF HEALTH REGULATIONS FOR TANK SPECIFICATIONS. L/I AREA-90,414:t SF,(TO REMAND EDGE) '. 0 m v N7 5. THE DISTRIBUTION BOXSHALLBE APRECASTCONCRETE STRUCTURE WITH ABAFFLE OD 20B ACRES(TO AN HIGH EDGE) AND SUITABLE PIPE PENETRATION KNOCKOUTS. �- L'I.R 281 ACRES(TO MEAN NIGH WATER v {A N 'DO dj 6. CONSHIA.HAVE AETE MINIMUMCURES(NSTESMEONBOX,4000PSIA MR R.28 PR,AND DIFFUSER) DO PROPOSED 1 i ry / ]Y- 1 / \ \ SHALL HAVEAMINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AFTER 2B DAYS. Q O U Y IRRIGATION WELL I. / 4 I" \ / 7. CASTIRONACCESS MANHOLE FRAME AND COVER WHEN REQUIRED,SHALL HAVE AN nA Ul ` YI - `x t•`;.} O EDGE OF ' (HALL ALDIMEME ILA URABLEFORREMOVALOFCONCRE EINIPERION COVEA,AND yWA� N k \ FLAGGED SHALL AL508E MEDIUM OR HEAW DVTI',AS NOTED. W, Vf Fp - RO ED LEACH( \I WET(-AND BORDERING VEGETATIVE\ F B. PERFORATED PPE,WHEN REQUIRED,SHALL BE SCHEDULE 40 WEUSTM D1785)WITH Q m 3 CATCH BMAN � \ \ WETLAND(BHA) \ 2POW5 OF PERFORATION HOLES PER PIPE ONFICE53/8'TO5/8•. ' MAP 7/PARCEL 15-J :i... '{ I., T 9. WASHED STONE AND OTHER SOIL MgTERWIS WALL BE IN CONFORMANCE WITH THE AA,� �"CY� \ STATE ENVIRONMENTAL CODE,TRUE 5. W ' SWNER B.NLR�R. 7R \6 J68Y1=1S.� .�' U 107� A-B \ \ I • 10.WHENEVER TH E SYSTEM 15 TO BE CONSTRUCTED WHOLLY OR PARTIALLY IN FILL THE h rv`F ',w.,... F A NARRINGTON.QtY MUST ': Y! \ 1 100-TEAR FLOOD 20NE ON All A1q,ELEVATION 12 I - PROCEDURE AT DEFINED IN SECTION 15.3550E THE STATE ENVIRONMENTAL C00E,TIRES, tn tI \ \ \ \ A-9 REFERENCE TOWN T BARN$TABLE.MASSACHUSETTS, SHALL APPLY, H BARNSTABLE COUNTY; 11.THE DESIGN INTENT IS TO MEET THE STATE STANDARDS.THE PREPARATION OF THIS COMMUNITY PANEL N0.2500010018 D / it q4� 3 \ • - PLAN DOESNOT GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED,NOR EXISDNG '• tiL \ - A-10 REVISED JOLT 2,1992 ODES THIS PLAN GUARANTEE THE OPERATION OF THE SYSTEM. DIRT PA7N CO U.L -• \ / .SYSTEM MPONENTAMNOTTOBEBACKFILLEDORCONCEALED VWHOUTINSPECRON. BYTHEBOARDOF HEALTH AGENT AND PERMISSION OBTAINED FROM THE BOARD OF 4-1/ \ / HEALTH AGENT. UP 15$ i UP..YII IS \ ELEC7ZECI RIAMC7ER ( :1)1' / / I3.EQUIULAR PMENT OVER AREA 11 FIR ISTED PI AT ALL I MATERIALS,AND STORAGE OF EQUIPMENTOVE0.LEACHING ACEA II PROHIBITED AT ALL TIMES. ,'}.i \ '4 •-J( \ 14.SYSTEM AREA SHALL TIL BE STAKED AND FLAGGED FROM DATE OF INSTALLATION UN-12 / / CERRFlCATEOFCOMPUANCEISISSUED. 0.AN AS BUILT PLAN PREPARE BYWE DESIGNER MUST BE SUBMITTED.DESIGNER TO BE NOTIFIED SO THAT INSPECTION OF SYSTEM CAN BE PROPERLY MADE / \ d+ 16 DESIGNERINSPECRONANDCERRFlC nOFCONSTRUCRONWILLBEREQUIRE. ~ 17.INSTALLER TO PROVIDE CERTIFICATION OF SYSTEM CONSTRUCTION. 18,FILL TO BE STOCKPILED AT EDGE OF FOUNDATION AND PUSHED OR CAST INWARD OVER J �"YY l / QL4,�ek, � � \ � \ ( r •- EXCAVATED AREA xJlr. "AC(,NCnN(•+ O19.NOFILLSHALLBE PLACED DURING RAMCRSNOWSTORMS. gFJ;.1•i / 41'5 A-15 SCALE:111=31)I 20.EXCAVATION TO BE DRY AND SCARIFIED. �� 2L ALLUNSUITABLEMATERIALTOBEREMOVEDDRADISTANCEOFSFECMINIMUMFROM I 0 ss, BIT 60' EDGEOFSYSTEMMIDCEPIACEDWRHCI.EANGRANUWLWID. 22.OEVYATfAING REQUIRED IF HILL IS TO BE PLACE BELOW GROUND WATER(SEE ALSO FEGUTARONS} SheBLl Oft - CATCH BASIN FRAME A GRATE TO BE I INSTIL ED ON LEACHING PIT to k2)" s FOUR KNOCK-OUTS ARE s'DIAMETER 10 00 00000000 2'CLEAN WASHED C 0000000000 CRUSHED STONE TO `w 0000000000 BE PLACED AROUND to 0000000000 CATCH BASIN M= - 0000000000 UJ `a 000oale') pp 0000/,00000 NON WOVEN a 0000000000 CEOTERTILE 0000000000 FILTER FABRIC c� 0000000000 NOTE- }' e G I. CONCRETE STRENGTH 5.000 PSI.MIN.20 DAYS It 2. B'THICK TOP REQUIRED FOR H-20 LOADING ROUND 6' LEACHING PIT WITH CATCH BASIN o JOLLEY PRECAST. (OR EQUAL) -NOT TO SCALE S V N 4 SEQUENCE OF LAND' Pr aIr.ns 2 ompank, d S g ST 3000 Gallons E Compartment a 4, 3 DISTURBING ACTIVITIES 1O FY0"EQ AL .�o L LONTRACMRTOOBfaNAUREMIREDFEDERAL,srATEAND qA Y MUNKJPAIPEAMRS,ANDTONOTIFY'OW SIIFE'PRIOII TO CONSTRUCTION. f� • /�� _ '. /""p i STAKE NLT FENCE ATOMR OF WORK,MAIMAIN ODNONUOUS LINE - F P � tli...T/)..➢^ q�� WRING CONSTRUCTION AND REPAIR AS NEEDED I 61 O C STOOt ILDIN CONDRUCTIOAS REWIRED. - 1 l9. \VT4 m 4. eE/dN BUILDING CONSTRUCTION. F' PLAN E ^p(�y"A & 9EGIN000TYmNSTRUCTIGN. S d _ »> p`?ed COMPLETE IOTGRADING.FO R LTO BE COMPACTED IN I .UFTS. �"--'�aa• �"r a71A- V .%CyY 7. COMPLETE SOILSTABILQATION W LOAM ANDSEEDING OISIURBED AREAS a 0. CONTRACTOR TO MAINTAIN SDILEAOSION ANDSEDD4EM CONTROL ti MEASURES ASAPPROVED BYIHE ENGINEER CONTRACTOR TO BE G REWOM9 FGRVEGETATNECDVERTOBEESFABIEHEDTHROUGH 4 _ ONE GROWdGSEASON.MONITORING OFTHE EROSION CONTROL • -MF/WIRESSWHLOAS ANDEAINTIMUMSORAUIRECIPEDBY c TNEFNETEDATTHATTSAND MAINIEIANCE AS REQUIRED SHALLBE ' COMPLEFD ATTHATTME - Y V .0 m NOTES Engineer's Certification: °C ON EA y o TAEREARENOOEOWNCOASTALBANRSWITINSSOFEET. eor Els a91 d ,��� M dP11FlEENGINEERING HEREBY CERIIRESTIATTOTIE BEST OFOUR DI%RETE ENGINEERING ASSOCIATES,INC CERTIFIES TO THE SOIL ODNOTTOT6 KNOWIIDGEANDBEUEF,TRSPWR CONFOIRMS WITH THE THERE 6 NO BUOYANT FORCE ON TAM( ~ O p - AND PFAC RATE ONLY IN TIEAREA TESTED.INSTAUEATONORFYdyGNERIF REQUIREMENTSGFTITE5,TM1i DATA SHOWN 6 AN $ORCONDTIIONSARE FOUND diFERENETW1STAlFDON SEPTIC ACCURATE REPRESENTATION OF OUR RFORIGS,AND THATTHE SpEpRCATONS MAPPING COIDORASTO NATIONAL MAP ACCURACY SrMOAROS APPLICATION. FOR QSCALE NAPPING. tmoate Mh SUeiph-4,0F0 PSI.IP 18 Eah ' SL GRtle60,1'WDCCw P PROPERIYBOUIOAIiY LANE BY dPREIE ENG110.E11NG ASSOCIATES,d dMIIWMwmnvR. C ASTMAB,� ® Q�� OC . TOPOGRAPHY SURVEY BY DIPNEIE ENGINEERING ASSOCIATES,INC. PRECAST DISTRIBUTION BOX n - THE CGNTRAC10R 6 RESPONSIBLE FOR DETERMINING FINISH GRADING AND DB-S . - DRAINAGE AROUND THE BUILDING TO ENSURE SURFACE WATER AND/OR GEOFAB SILT FENCE WOOD POST OLIEY 00.EQUAL E . G NDWATFRA MREMDAWAYROMTXESTRUCTURE THISPIAN. OR EQUAL (SET 10'APART NAX) . - SHOWS GENERAL GRADING ONLY AND ADDITIONAL DETAIL 6 LIKELY To BE. n REQUIRED AROUND THE BALDING. 30.S . - THE CONTRACTOR SHALL COORDINATE WITH ALL OF THE APPROPRIATE UTILITY DIRECTION OF TOR oUTLET w . COMPANIES FORAGREE.LENTSTO SERVICE TIE PROPOSED BUIIDIFO,T16 - RUNOFF FLOW~ �� . - SHALL BE DONE PRIOR CONSTRUCTION.NO REPRESMATIONSARE MADE - T /'DUTIEf 4'INLET 0) BY DIPRETE ENGINEERING ASSOCIATES,INC THAT UTILITY SERVICE IS AVAILABLE - 155, }I ALL EXISTING UTILITIES SHOWN ARE FROM VISIBLE INFORMATION,DRAW INGS BAC/3RL EXIST.GROUND FROM OTHERS,OR INFORMATION PROADEDTO DIPRETE ENGINEERING • ASSOCIATES,INC ANDARE SUMECTTO CHANGE NO ONESHOULI RELY ON THE BAFTIE ti UTILITY LOG TONS SHOWN FOR CONSTRUCTION AND DIG SAFE SHOULD RE 5 s•KNOCK WRdIRET j NOTDIEDPRIORTOANYWORX - 6-WTRENCN 11•MIR . THE CONTRACTOR SHAILMARK ALL SYSTEM COMPONENTS WITH MAGNETIC N - O V f0 MARKING TAPEGRA COMPARABLE MEANS IN ORDFATO IOOCCETHEM ONCE WATERIIGHTCOVER f� N 0 BURIED. - 4T t0 OI CO SILT FENCE DETAIL OUT O O VNP ERT N a • c G o u m " - -- — INSTALLATION SEQUENCING: & VI N L DOT6NOH G•DEEP. T b N E A STAKE TO BE LOCATED I 2 SErFENCEPOST M NTS Q m DURING CONSTRUCTION FlO GRA��E t ANGLE TOWARDAUNOR DIIIECf10R I 0. ATTACH GEOFAR TO POST. 1SE NOTES 4•-1"COVER . NET SVEMdRUTS-PI ONE INLET N AU ED TAPE ) . I A lD1NERC OF GEOFABINTRENOI CORNED 1)INIETACCEPT34'%PE THREADED END TOWARD RUNOFF DIRECTION B BAOCRUL B)INLET AND OUTLETS HAVE STATE APPROVED SEALS CAP I S. FENCETO BE INSTALLED AS INDICATED ON THE THAT ACCiPr4 S40,4•SOR.35,B•AND 2•POPE 6)TYPE II CEMEM ASTM CSD81 i SIZE PLAN OR AS DIRECTED BY THE ENGINEER. . 5)CONCRETE STRENGTH 4000 Pll MIN.1B DAYS . 4•RISER i - 6)DEAGN LARDING-LIGHT DUTYTT49066' CONCRETE i Legend - 4'45 BEND � 8 OBSERVATION HOLE Hs PERCOLATIONTST —40— —EBSTING CIINTDIUR � 4"PERFORATED PROPCSFD CONTOUR R; PIPE —VII WATER SERVICE ME 120 _. BEN01MARK �• A. ` t- • . Y 4'X4'X4' . 45'WYE 4" CLEANOUT (T)PICAL) ~ } - xr, _ Sheet 2 of 2 ,.v Map 71 BAY' Pared 11-12 - - 0 /1 LCB r•r,rn' Wtltam 3 Mary L FOUND-KW FOR ''v 6 Gu W.RAY Carlin It 7 Par l 12'*71 EDGE OF (n02) P.-Wbc H:e _ SEE DI MAIL b+' 50725 (AW Parcel 11 Ph6iP Pa/tlberg& .. . . SIX DETAIL E" / LC.a io m E MY. JdIn F.'&LYIIa G LC.:PLAN'.15354V Lce.RECORD LOCATION !+�„y�a "fin Certtfleote • Pm 13354-®s tans4-ae j 4 BAY' Set N) @S a I'' ;:;.ti7327 141362 - aee �4r. ,r4 A.* Detail ' O j . O N.T.S.li 3 fRIT FUTAVD!itF .� �i�{►_: Locus Ma W p L_saer rna�H �a,-aor Mo:Yoe Scale:V-2OW' i. 0a 22. z 03) , Map 71 Parcel 11-10 ♦�+ :DG, THE PROPERTY IS SHOWN ON TOWN MAP 071.PARCELS 15-2&15-3 /iS0 CARRIAGE ROAD) ^/1 ! - �� `* "-` _ BARNSTABLE PLANNING BOARD - ( Priscilla M.Hostetter - ♦ _ • I.otP � APPROVAL UNDER THE SUBDIVISION THE SUBJECT PARCELS ARE LOCATED IN.A RESOURCE PROTECTION OVERLAY DISTRICT'%(RPOD) Certi�te �.• RiGHT OF WAY. e.e2,aYUr Q CONTROL LAW NOT REQUIRED. 140893 PLAN NO.45354-84 R-imm' W. Map 71 THE SUBJECT PARCELS ARE IN RESIDENTIAL ZONING DISTRICTS(RF-1) - s: .SHEET 8.. - a�/gaes' �• - Parcel 13 - BARNSTABLE PLANNING BOARD SETBACK REQUIREMENTS: I Ter.itX9D• MINIMUM LOT AREA - 87,120 SQ.FT: - ar-177J+1 n/1 - DATE: _[ MINIMUM LOT FRONTAGE 20 FT. . .NAM-W,e ,' .e I_' _ dohs F.h Lydia G.Smith _ nsoa' ¢V._2aD4 = L,C. PLAN 15354D . MINIMUM LOT YNDM 125 FT. .,:DATUNk N41D'� I MINIMUM FRONT YARD 30 FT. - "Certificate E 5 MINIMUM SIDE YARD 15 FT. - - 'z�� 1 2 REF 12 138318� I MINIMUM'REAR YARD 30 FT. pEgR•• - a,p84YY �.+} FwwLCi NEW FOR, WOW (�) SrAKr MAXIMUM BUILDING HEIGHT 30 FT, OR 21/2 STORIES;WHICHEVER IS LESSER.. - IRrt �� /1 -.7' .EOfF or W.BAY ' (0.10?m RM OF waq' aR / GENERAL NOTES REF Ten_taOr ..ii„ 1 II roeeACE lnaz) /e i LCa F7 f v n (sEE OlINa ABO4E.Few 2ss. 1 (nOeU a._Eass e.es4.14" N aevz'oe'E 1. UTILITIES(TELEPHONE. ELECTRIC,CABLE 7V,GAS k WATER)ARE TO BE RELOCATED -. IR_itS00' tiT �W AS NECESSARY TO BE ENTIRELY CONTAINED WIMIN EACH INDIVIDUAL LOT, S _ � 2. BENCHMARK IS NAIL IN UTILITY POLE NO. 16. ELEVATION IS 20:54,NGVD'29. - Mop71 '17 n: tmp TqM?.a.1• - ��Oi - C ... a ' NOT�aS1T_TSBI d$1 DATE ENDORSED: Pared 11-9 eV fItaO061'ARE : a--a. r. 3: THERE I A 100 YEAR FLOOD ISO (ZONE A10.ELV 120)ON THE SITE ACCORDING[0 F.E.M.A - n/1 C : Oa - Y'" / a COMMUNITY PANEL 250001-00 80 DATED DULY 2,1992 - C. (are7s v du�'D A'a D N James K:& CJtON uNE a b r ,s NO ETERMI AT10N AS TO 4. ANR PLAN ASSUMES THE ONGOING RIGHTS,IF ANY IN THE EXISTING RIGHT'OF WAY AS SHOWN. Kathleen L COMPLIANCE: THE ZONING 5. THE PURPOSE OF THIS PLAN IS TO ILLUSTRATE THE DIVISION CF.WEST BAY TERRACE:. CerNfiaple _ - - ORDINANCE REQUIREMENTS HAVE LOT B.A PRIVATE 30'WAY(ACCESS-EASEMENT)..INTO 3 LOTS: 110253' •-'�*� •r ^.� �-'• \ BEEN MADE OR;INTENDED BY THE - N ABOVE ENDORSEMENT. 6. ME MAPPING SHOWN IS FROM PLANS OF RECORD AND HELD VERIFICATION. ".ME WE�LANDS LINE SHOWN WAS ESTABLISHED BY NATURAL RESOURCE SERVICES,INC:AND.FIELD SURVEYED. FOUND' _ _._ _._ sY .- N�Ne: �, I. - CLERK 7:ME PROVISIONS OF ME BARNSTABLE ZONING BYLAW ARE APPLICABLE TO LOTS - -3EE OETAa YY, REF'Q - T ��� BARNSTABLE B1,82 AND B3 as SHOWN HEREON. Fa'CNlm VARIABLE NiDM lit 32' RECEIVED R RECORDED FROM THE set '; D LPTro). a ass ,�, + m-e - ./ PLANNING BOARD,;ENDORSEMENT OF THIS B. LOTS B2 AND B3 ARE BEING CREATED FOR CONVEYANCE PURPOSES ONLY. •E �•\ , Set v s vs, \� % WAY rElt roroa / _ PLAN;"'AND.NCO APPEAL HAS BEEN 9. ME APPLICANT IS R.ROBERT POPEO.MAILING ADDRESS OF. MINTZ.LEVIN,CORN,F7M% : ; -,- .., _- ':I; s i �. :.:baobs'SM : x FILED FOR TWENTY 20 DAYS AFTER GLOVSKY&POPEO,1200 WE13STER STREET,NEEDHAM.,MA 02192.PHONE: (617)542-8000 fAX ` ::; -. :,.. - _ _�a.$• .1.24 Am1E53 . 5, 5 , !��- RECEIPT &RECORDING OF THE SAME. 617 542-2241 s ,. '., . ..,w -a . ( ) r West -:.' .: .. ........ ..... .. .:....--.. .::3m.'�t.. .:_.: .- .-< .:,._. ,: .. '. ,.. ..._. ...a�.-. ram. -.r..,.:.. .. ....... "z'•.'.`T47•'?°""_ . .. .. ,: .. _ _ .. ,..2: 5 .4. (TIDAL) CLERK Coocdlnate-Table ��>. , .. L<:-„ _ _, _.,t-:+'.' .. :T:.. ,�.: a'.. a' fix: '"` 5 .y°:• �•>r.. "a¢'-.. . .. ..+r...... vsx'k'... 'h 1..... <. -.....y.„ .. ' .r�. Point 1Y Nor! .E tin - ,,..:. .: SS_..... ,-.:. .;.rs., - s-o h1,z•, .r.z -7777 - vtro � F7� I TUA@ Raw 100 5080.8110 5308.8512 " .t �,off+.:' -^� _ :: ` m (IRiY.W¢ :MgDE ON THE Adjusted 100 5080.8140 5308.:8512 \ GROUNO?iN;ACCORDANCE,WITH THE Record 714 5080.7053 5308.4828 SEEWTAIL'.A 1 '. :r 1: _ ♦` a r LAND CO.UWINSTRUCTIONS OF Raw 102" 5089.1769 5339.8898 a 3/AaY _: D ��\ 1:989 ON:.:09 BETWEEN FEBRUARY Ad'usted ,oz 6088.:1769 b3s8:6898. � ` ♦ 27, 2001.AND'FEBRUARY 28, 2001. Record 725 '5098:9788 53398738.. 1. LAND COURT':PI:AN.16354-68B(fit n i117aaF' '. 'r: (�+ �naa) /s , Al ��\ Raw 103 6073.8289 53 6:5698 Map 71 ta.a�ee `: �. �� / ! I CERTIFY THAT''THE CONDITIONS 2. LAND COURT,':PLAN 15354-89 Pmed 11-8.. tt7asd' \ ` .. Ad trsted 103 6073.8289 5335.5888 - - p - / - N THE GROUND ARE THE SAME 0 APPROA,®rAIE MEARQM'r" '` :NOW AS AT THE TIME OF THE Record 724 5073.8838 5335i8296 3: PLAN'BDOK::37 PAGE 11: n/1 _ �N 7% ;.t .1sz�-Be sLE AtsO tssu:aa 4. LAND COURT;PLAN 13354-.84 James F.R _ aEF..'%;. - - ,e..� . Raw 104 5244.1559 5204.'0870. - Pierre A." LC -CZM atmevg�." "•1 tees set A; _ _ :.`ORIGINAL SURVEY. Ad usted: 104 S 44:1528 204o-0881 : 5. LAND COURT. 1�354-38 tan9waY nX+NnA!aD(/H� :'.'. .ELIZ9BEIti,E t/ a?srNc uwE . . ;c'REF: m4ti %. 1LLL49MS_LDI /'j (fa Record:'. 711 5244516 &5204. 282 6. LAND COURT.PLAN 15354-131 Certificate' ;. b• r. r'\ _ _ I CERTIFY THAT;THIS PLAN 162195 w'as4� ;; R6 i2 ` CONFORMS TO THE REQUIREMENTS C4D1D ) . Raw 105 5293.9001.5119.5739: 7. LAND COURT"PLAN 1$354-138 " LP. G\i �� ►,(` q Adjusted 105 -'..5293.8973 R119:5752 B. LAND'COURT'.'PLAN, !j354-V - - �(n!.9•-' - ! OF:THE LAND COURT.' Record 730 5293.480, 51,9:4028LAN L.G9 GDED-, ' c- /- APPRW011ATE MEAN LOW WATER j 9.'LAND COURT PLAN 15354-0 : ..M 71 N � � .. OT FODND - J I IBrE'.AS:SHOWN POW 153SiA' Raw 107 5318.4982 5017.0904 I Parcel 15-1 _ w Io !' MATE�N 10-1-03 Adjusted 107 s316.434z'S0,7.102:'1 .SURVEY-PRECtS10N . .. n f s6hp .v - I 0 NFINEERING DATE / a �Ner/ Nimes:N'A1ERL++1E FOR DIPRETIE E Record 700 5315.926T-6018.93,5 PREGSION."• 1.IN'50:185 Jai51 �PLAN�6M354- t _ E.. rora I / :/ '. .. ASSOgATES,INC. . Rew 108 5115:3283 4990 1805 ABSOLUTE ERROR: -O,OY. - "Cettifleate - APFIPOmt.1/E,RUrERSE'ctrav r'" * M'NIW..WATIMSf Adjusted 108 5115.3283,4990:1806 DIRECTION•OF ERROR• t 5 5635'48"E ' 125545 /y'' tp354=eR'YfE'Afsa:+s,5.4-Be' . Record 701 5114.8261 +t989:9805 PERIMETER.- Record 1:08,3". 4 .. .` :,': /^mrh 4 /r: OWNER: INSTRUMRaw 109 - .4992.4752'48 3.8508 ACCURACY: _M=5r In B - -.''V •' FtXUO( j :.: r .� . / .OYSTER HARBOR AdLsted 109 :4992.4752 4973.6508- /. SERVICES, INC. Record 702 .4892.4201'4973.$888: Area?else. .. Raw; 110 49 7.1B64 5013:2104 P.O. .BOX 2064 OYSTER HARBORS, MA 02655-2494 LAT IM 11.225.at}ft. .. Ad'usted' 110 4987,1864!5013.2104 10,,132�:� 4,327•eq..R. _ Record 706 49BZ.,684 8013.2408, ::HOT 93. 4.698,eq:ft. e+•- . Raw '111 4879:265 4963-2766: i,. r, 5�T��• 1AR I A usted 111 4878.2851.4983.2768 ' a'f AtKme Ie I Record 704 4878.7762:4983.0586 *croa�e� aa`�far:acn �' ~ Raw 112 4812.6178:'500.-2070DES�J- +�alxrertaatrA+slm. i L E Q' Ad justed 112 4812:8 76-6001UM :2970 _ ' "�' P"rn - Record: 705 4812. 178.5001.2070 Q >� Raw, 113 44311.5616 5241:5872,. ANR' D1�IISIQN.` OF LOT 0 ;INTO 3 LOTS A Lsted 11.3 4811.58,8,'S241.5865 e.i-'+ tie �.(,;Record 715 48,1.b 5241:688 .. - oyster Ha/bdrs . ASSESSORS PLAT 71 LOTS 15=2 8t 15-3 +alas'. - nd : BARNSTABLE, MASSACWUSE775 ', �i oRes>oA ENT'ERVILLE OS.TERVULL'E-ugRSTONS'MILLS FIRE DISTRICT EXISTING BOUND EXISTING FIRE.HYDR.D ANT - . e a CONCRETE(C8.)or - DaSTING WATE ,;VALVE .3 j� FWFPARED.BY I" ± y 0 EXISTING 9 EXISTING IRON PIPE EXISTING PROPERTY LINE .SCALE., 1 =40�." .r,t,w., .. ENGNEERIN�E�Igineelfllg:ASsvCiates, �nC.�.� LAND COURT(LCB.) .. D,FR t19 rm EDGE OF RAGGED- .,: '� ��. G•SURVEYING AND.PLANNING CONSULTANTS C SPIKE :. ` PROPOSED PROPERTY __ TWO A EXISTING WOOD STAKE -_ + !m!0"' SURVEY TRAVERSE—LINE E .. ST FFORI U 20 I .. . N eBTY3Y;E w sa w E1asTINc UTILITY POLE o: 4a, BD (4D1).9as=10ooA FAx:D(aoij 464=6o06 F � �� PREPARED FOR . R. Robert DeVil•A• DeteL"B" De Ll"C" Detail"D" Detml"H,. Detail"F :PROPOSED LAT 8';UNE9 ARE:A DPI N ! . r . ru ra. ru OF LOT B AS SHOWN ON LAND Popeo' ' ,:. � •. fEBRUARY 2002: -o� . `PLAN . DAM! '.:r: _:."DES IPTM, SERNG� - Map 71 '. Pared 11-12 LGB.CALLED FOUND-HELD FOR BAY WilliamGuarani Mary L Map 71 _ EDGE OF W.BAY'o Certificate .Map 71 Parcel 12 TERRACE(F02) SEE �br 150725 G9 Parcel 11-11 Philip Pattberg k . w Bam aM` LG&�FOUMD t4I`'t 1�B°, (/1ae) SEE All'E'John f A/t}Lydio G. Linda Msi mr a - LGe.ttEtapp LOCATION 1 - Site (,gT) ur 7 t-r OeF +D 'Smith LC. i8cat PLAN e V .. PER 15354-88&IS354-8e & ' fi s.r 1R) We 147327te 141362 I I' 41r 'BAY Y 1 Vg , -'"4-e .. _ Detsil hh. ' 73 CALLED 8 AWr FO1Rm FItT� �' �, ♦ qw-Y. �; :: , Locus MapR (�>° a-2ZOr , BARNSTABL., PLANNING BOARD t Map 71 _ <$jY. w, _ Scale:1'-2000' �. D4. _ , Pared it-10 n/f Imo♦ THE PROPERTY IS SHOWN ON TOWN MAP 071 PARCELS 15-2&15-3(0150.CARRIAGE ROAD) Priscilla M. Noeketter '`^ �p - .4� .' 'APPROVAL;UNDER THE SUBDIVISION THE SUBJECT PARCELS ARE LOCATED IN A RESOUR .PRO7ECTION OVERLAY DISTRICT(RPOD) Certificate _ N N OF.WAY e.et,e'SY P _ CONTROL LAW!NOT REQUIRED. . 140993 _ �`�.•PLAN NO.'18354-84 R�fA00' /-�' Map 71 & SHEET 6 L-! � ' Pared 13 BARNSTABLE PLANNING BOARD THE SUBJECT PARCELS ARE IN RESIDENTIAL ZONING DISTRICTS(RF-1) If. { Tan�tt7.9a' A n/f DATE: ' SETBACK REQUIREMENTS: BEI BBK •� a+Tnet -, .Jahn F.&Lydia G,Smith - fla.OD I: MINIMUM LOT AREA 87.120 SO. FT. NAIL d Iw fe p o. ,. I .. .. a ,;.,-�, MINIMUM LOT FRONTAGE 20 FT. ELW'2o.54 .@J$ .a .a �r� L.C.Certificate 163540 MINIMUM LOT WIDTH 125 FT. OANI! � A gg L t 3g318 MINIMUM FRONT YARD 30 FT. - 9 a7 - z�y W. i. 1 EXISTING AREA 106,000 8 --fC.t R s,CAuuID WIM STAKE ' MINIMUM SIDE YARD 15 FT. I YY DETAM1 ?' 4' MB54Y2' t t FOUND-.FIELD FOR FOUND(1385) - MINIMUM REAR YARD 30 FT. Y i PROPOSED AREA 90,4�4 eq.•it.;•' R-1maD`,., 59 tIEDaEOF w.BAr (afe'NORTH OF UNp >E / MAXIMUM BUILDING HEIGHT 30 FT, OR 21/�STORIES,WHICHEVER IS LESSER •� \ 2.08 acres• L�2D.aH' h .�. '1ERRitcE(i102) 44•ta.-.,.,.„ I" - LGat iQtA'N I 282 we°t to M-.H.W.. i��t S�Q (9EE•DETAIL ABOVE RIGH ;\ .S�- -•+vt..nuw<." W GENERAL NOTES (nap) z _ es ao' _n W 1. UTILITIES(TELEPHONE.ELECTRIC,CABLE TV,GAS&WATER)ARE TO BE RELOCATED: a LGd:CAilED r•+R i tm 2 / DATE ENDORSED: AS NECESSARY TO BE ENTIRELY CONTAINED WITHIN:EACH INDIVIDUAL LOT. Map 71 ^p; _ NOT F'dDrD Ch-25,e1 tl:�� . 2, BENCHMARK IS NAIL IN UTILITY POLE N0./8. ELE TION-15 20.54,'NGVD'29: Pared ll-v eat WOOD - n/f ' o p a ro (at_r; e e NO DETERMjNA710N AS TO e, 3. THERE IS A 100 YEAR FLOOD PLAIN(ZONE A14,EL 12.0)ON THE SITE ACCORDING::TO F.E.M.A James K.dr rxtOu LINE COMMUNITY PANEL 250001-001 80 DATED JULY 2,1 92 - Kathleen L• �I Sam �� - p01) -18 -- COMPLIANCE WITH THE ZONING Mingle 8 SET ORDINANCE!,REQUIREMENTS HAVE I: ' fie Former Lot 31 .3, : Q:: 4: ANR PLAN'ASSUMES THE ONGOING RIGHTS,IF ANY THE EXISTING RIGHT OF WAY AS SHOWN. Corti ate 160263, �w .. ti •" F � a+-a \ BEEN MADE.OR INTENDED BY THE 5. THE PURPOSE OF THIS PLAN IS TO CREATE 11Y0 N.,..SLOTS A8WKOING LUTS'82 AND B3 THEREBY _f t _ - * ABOVE ENDORSEMENT. CREATING TWO LOTS OVER WHICH EXISTING RIGHTS? USE WESY�BAY TERRACE CONTINUE REF •` - : W-A e LWJ IS THE RESULT OF A MERGER OF A POR710T1.OF LOT 31,:A$SHOWM'ON LAND COURT Lca: U�5 C _ 2es-01'(� _ _. CLERK PLAN 15354-89. A.PORTION OF LOT 32, AS SHO ON LAND COURT PLAN'15354-8Q„'dHE.. F1)uND(/!?O) _' .. N:eB2ra5•E. ...H•q a r ♦ - OF - �� ENTIRETY OF THE ELIZABETH F. WILUAMS.10Y.A5 O.WN ON-.LAND COURT.PLAN 15354r88,'."" - ' sEEOETA¢.y' •, ,•pEy, _ ;(Q - - .RECEIVED &RECORDED FROM E TOWN 1) THEAND FURTHER DESCRIBED IN PLAN BOOK 37 PAGI &THE'ENTIRETY OF':LOT 93 AS.SHOWN` - ' _ VA2ABlE N�1M Former Lot 32 as (rto)'.: 17 1s ro to 11roE :b / PLANNING BOARD; ENDORSEMENT OF THIS ON'DIVISION OF LOT B INTO 3 COTS,OYSTER HAR S ASSESSOR'S PLAT 71'LOTS t5-2'dt :..:' set p', . .:{ ` rtr� ♦ S,ONE TRAIIIED APPROXIMATE AREA OF 15-3.BARNSTABLE,MASSACHUSErm'BY DIPRETE GINEERINO ASSOCIATES,INC.CRAN5TON C $ w �•tvD 1�L01 `r\dr ♦ WAY wEnAtms ro aDs1Tt::LINE - S BEEN / PLAN., AND NO APPEAL HAS R.I. SCALE 1" - 40' " F1s' FILED FOR TWENTY 20 DAYS AFTER - i,E tK •fry y S 2 `'. 5t214A�S* IS THE RESULT OF A MERGER OF THE REMAI DER OF LOT 31;AS SHOWN'<ON.'LAND "' : .'' - `)` a `.;:-.: *a ';11 RECEIPT& RECORDING OF THE SAME. L4L2 s' r\ JF ; COURT PLAN 15354-89;THE REMAINDER OF LOT 3,AS SHOWN ON.LAND COURT PLAN..-.: ♦ .. - ,,: -.. .: '..' °c EXISTING:AREA. '11454. - : ._:.- .,, �,. a< . O. 2 AS SHO .i •'DIVI ,:OF LOT T$ - ---.-. .._:..., : ' •'` �, '�- € 1, West Bar T535h88&.THE:ENTIRETY,OF L B ..: Yd!..... -e,S10N,._. .;TD 3.d�D_ - ».,. ..:.. w ,..,_ "4 t-�S'" r.".,...- r :.t•. .. ..,.. ..PROPOSL33.AREA.. . .+. .:+- :_.. �. :a y. L 2 USE7T5 ., „,PLAT .�0. .15 . ... .,. .. -..:...,,..,.. .. k _.,....,�s ., ;. ..: -...,.. ,..� .-. ::+.. .. � �- �!'W,. .. .0.�. AR S .�,T1.. T .,esl.A9S. +� ,--_. � .... ,n'ar?.. ,.xo oeePio' .M-- -TER. BOR...ASSE.. .S .. .�.. -�.: .. .., ... .,.. .. ....• ..:. ,. ....., .... �.a... ,,, ._.. ... �a .. � .. YS- M ,. Wit'. . .. ,.., �, . �..-,, .. .. �, ,.:: ....... ..... rr. ,,. t., .�.,,. � - M . .: BY DIP TE L'NGINE{TtING ASSQCIATE$; 11D:'Pit:. .,�, .,. .. .. ..,.,.. .5T �� •k. �:, ,. ._.._-,.�..,�•.. v .. ... �.. .faL - < .... .... -, ... ..e,.. f!:.. f. :_ S, •S':.i hf Av .. .... .. :. .. _. ... _ .- .s� .- -:.P..,.. _. .a..� ... , --,.c Y Fh. 5 ' -'R - D:. ...p.O.,VER1E1 '- � rHE.4YEJLANDS LINE - . . �. .:,:. -.^.:--._ :.-: ;�.�. .. ;. ;-.. .. ...,�. '+-,Y-��F`�..:.... ... .:. � :`c-... .:. .... .. ,. )`eERT1FY'fHAT THIS�ACTUAL 6. THE MAPPING SHOWN IS FROM PLANS.OF.. ECQR. Fl .....-.,,..S:ATl.AN`' ...,...,... -_ _ ._--,.r- .. .>..: ,-,,,- __. .,,,..: ,- W ESTABLISHED BY NATURAL RESWR .VICES„,1NC+i,AN ^;FIE1D'YS�WRVE'yED. _ �a SURY..WAS MADE ON THE SHOWN AS ES B :. GE;. .. ,...,,. .,,....::... n �:�'.,. .. ..... .."� _ a`�;. ... GRANItC' a-E N' ACCORDANCE WITH 7. THE PROVISIONS OF THE BARNSTABLE ZONING BYI:A ARE.APPLICABLE TO LOTS �kI � r A: h BOUND LAND COURT INSTRUCTIIONS OF TH BI,82 AND 83 AS SHOWN HEREON. SEE DETAIL?' .,. 8. SHAPE FACTOR CALCULATIONS FOR PROPOSED LOTS'k ON OR BETWEEN FEBRUARY E iG ? D2Lq \ ♦, v� 27, 2001 AND'FEBRUARY 28, 2001. S.F. (31) _(1397 FEET)/89.078 S.F. -21.9<22 .. ;FOUNDY/Ot), SPIKE . .. .. .t-17t:aT° - y Q ._. ...FO :(fit -9 S.F. / , �\ S.F.(32) - (1088 FEET)/56,885 S.F. - 20.8<2 •'• Map 71. ;; -?' �\� ./. - A�,,,�Di // - I CERTIFY THAT THE CONDITIONS Parcd,tl-8:.t pp \ � :. `, .� ''/ '^tq�'12 Y> 4..:.' APPROXIMATE MEAN HICK WA ON ON THE GROUND ARE THE SAME ANI ••PERIMETER AND AREA VALUES ARE TO THE WETLkND EDGE :f H .0 •••LOT 32 IS CALCULATED TO THE BUILDING SETS ,LINES Et SO FT WETLAND 8UFr•F 41E. n/ - _ t use t _ E 0 E ..: JameB F &, ... . Pierre A:. • ` CJA,CAWFA - -sync TAIw. 6 � SURVEY.nM 9. THE APPLICANT IS: R.ROBERT POPEO.MAILING AD ESS OF:'MINT2 LEVINI>COHN,FERRIS.'. Lan It Cia1 NO UBIE -: . _ LINE+' 5.75+-ere GLOVSKY&POPEO, 1200 WEBSTER STREET,NEEDH ;MA 02192.PHOt1E`.(81:7).54i 600j1'FAX: 9WaY - - F TH 7mWAM5 L9S E Certificate--:. - ,:... r.. ..,.. .�...- •� � •rp/ Y THAT.THIS PLAN ORIGINAL (617)542-2241 162195 : " N,a9y!se'N>' d REf .:.I" I CERTIFY a' CONFORMS'TO.;THE REQUIREMENTS -be Table '. F771Rm/FIEtD(/tf3j `APPROXIMATE MEAN LOW WATER THE L U p��p�-t,���� Coofdlna 4 OF AND COURT. E3LLJVJ�.c11x1.Az Pa1tB E NaiMig: Heatln8 M 77 L of FarkD I: Cr LINE AS SHOWN ON PLAN 15354A 1 Map A 3 ' t• LAND COURT PLAN 15354-88 - 100 5080,81.7Q b3088512 `: -1 2f 8� Rye, / ADD 10-1-03 A 1 ..5080"611q 851 ?arCd/5 3, .:: ai: .' E,:., XIMATE MEAN - r'.... 2. LAND COURT PLAN.15354-89 - 7,4 .:;50BOf7053',8.9064828 - JmMs H,o-BPI/iyllie Harrington 3 E °�: �er*.) 'v/ / HIGH WATERLINE _ ��ASSOCIATES DIPRETE , �.'. 3. PLAN BOOK 37 PAGE 17 102 $OBB:769.59388898 %+LO.PLAN 15354-38- APPROXIMATE INTERSECTION CF. S•. 4. LAND COURT PLAN 15354-84 A 102 :1788:53399898 "" CertlfiWte. WATER 5. LAND COURT PLAN 15354-38 978&:8389A7735 ., .. ..,.': .. (�iZ .- i5354-ee SEE t OWNERS :125545 MEAN NA71 SEE ALSO 15354-88 103 lS078:8289''S3355898 - •s-7 /' SUMNER B,TILTON, JR. TRUSTEE OF 6. LAND COURT PLAN 15354-131 - . 7. LAND COURT PLAN 15354-138 a .8p79:8Re9 $898 Fntpm(n sj / - 3 FRANCIS A. HARRINGTON, JR. - .. 724 5073:B�i8;53w-E;: 5 Amz'Cable. 'r �N; ' FAMILY SHARE TRUST a 8. LAND COURT PLAN 15354-V 104 S244.155$5206-O570.. -: .. ''� .. 0-1 /. " 370 MAIN STREET,. 1 9. LAND COURT PLAN 15354-0 A ( 104; 5244.15285204.088 �` LOT BI 'It,25;4 ft. .r. _; 1 th FLOOR;:WORCESTER, MA 1608 SURVEY PRECISION 7++ 52M.T8B8 tizo4.tt82:;.:.. L.Dr e2 .. .4.327'aa'n ,g, CERTIFICATE`#124109 r' 105 5293 9001 51"IB .. .LOt 83 :-..4,898`act..ft. ' A A 105 •521,3 8979 61:19 6752 :• -vvwr PRECISION: 1 IN 50.165 s...an H)'1� ABSOLUTE ERROR: 0.02' 730 5zes:I6ot'1i116 OYSTER HARBORS SERVICES, INC. is. DIRECTION OF ERROR: S 56'35'48'E 107 ':'S918.4982 5077 'zPweW.Lcar,� lvatW0lk P.0 BOX 2054 - PERIMETER: 1,083 A .� 107 7:5318.4342 sp1T 021 - .. --•- --... ._ - - DEBORAH INSTRUMENT: TOPCON GTS-38 - MA S 700 15 9287 5016.997b' - ttts.oRD� u ACCURACY: t5mm +5ppm - HARBOR : .. Re .108 _ DI ON A. ,06, SYt5.32B3:. tI105 MR -..,H9. OF COTS 31', 32, B2,2AND B34 701 -.5114.826k 388999f15(" .' ., .. Oyster Harbors 109 499214752 4973,8508 (r: i A 702', 4992.4762 4973 ASSESSOR'S PLAT 71 LOTS 15-2 & 15-3 Le end ,.,��" BARNSTABLE, MASSACH(75ETTS S 702 4982:4201 49T 6888 oX i.. . 110 41)871864 5013.2104 g - ENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT rrel A ' 110 4987:'t68450132104 ' •°OFEasi°�+'g EXISTING'BOUND a 170S11NG,FIRE HYDRANT r k 706 4Wr,.1564 50182408 .-® ODNCREF (C,ai Or - STING WATER VALVE LAD 6'D{Nr•`- PREPARED BY Detail"A" Detati"e' ,,, 4679:2651 2769 Detail.�. tANO uovRT�Lca� oa _DiPrete Engineelin Associates, Inc. a< EDGE OF FLAGGED WETLAND - .9 Ob' "' rs =0 EXI"_ NG:AfAON PIPE: �•')� ENGINEERING, SURVEYING AND PLANNING CONSULTANTS s•'AOJust 111 .:..4879.Z85,1 49832TB8 • .,; _ '1XISTING PROPERTY LINE SCALE: 1 40 m 704 :4878:7782 49850585 .:. :� EXISRN9;SPIKE - PR _ - TWO STAFFORD CODRT i . r T �4-� OPOSED:PROPERTY LINE AN I $ - 112 48- 8/70 6001207D '6 EXISTING'';WtK)D STAKE tea e1 (E1)M��$URVEY dRAVERSE LINE", 0 10 40 80 R TON, R.L. 02,20�. C S A 112 4812.5178 3w, 2070 - w rm/t'C,EXISTING.'UT1LIlY POLE. N illi 35''E i' _ - (401)943-1000 FAX: (401 464-6006 ? PROPOSED L07 ONES ARE A.DMSON PREPARED FOR I 706 4e12 a,76 12070 - of COLS-3f 32 As SHOWN ON"LAND R. Robert Po eo • g' Detail"D" A ust 716 `48.14.'S6481-58887 DeID7"F' LO ffiFROM!S.'SHOWN:H 15354-89 suMHER a mTON.,at TRUSTEE ro'FA�r aHAirE musr Ci L082 ANAND,FORMER "� Detail"C" - EREON, - rlt AeA •*+ ' FEBRUARY 2002 orsmz HARBORS stxMCEs.INC SHEET ,' AND'�LDT SH,OWN'IN PLAN.BOOK 37 PAGE 1.1 iN-8412NSTA81 E'.COUNTY DEEDS. GATE - DESCRIPPON BY-No- " v , f: THE y POPEO RESIDENCE Barnstable, Massachusetts ..l l• . 1 f i6+ �: ...-..._.._ ....... _._: - PROJECT UNOSGIPE AR \- T 77 he CHITELT� MacDowell ..oft Coma t Landscape p x, -„'m '',——— �•, `.,y%': 21 C.ot-Stet W..ten M-.—h—tte 02493 I \ : a T781.899.9393 Fax 781 i � ,. .r::.. -•: nl' al�pho .899.4222 a PRO.IECTARCNITECT I y , ,l t. •x- ,. yr-:, �=;>�: � �t_;�K,�'�. "ac*�. ,•..:�, I�>} I�.a xa. ''"'° va �w �' gat. ;�:...;'�"t`�.. � � fi:..."� \\ _� ,'; � .... __ ....... "^.. //'.. \ �-....: - •w 'S..'.f.�s �5`` �f r�a•�. ,i=a-f 9R: iw '""�r t fir• }"" / : ... , e , i •,. .,...: � :�> �a'�� '1 a" �,..;�;1�vM sue,,3r�' w.,:': a� r• L�Gb � � � � / e ry, PROJECTSURVEYOR/ENGINEER: ' AMI z R it- G r- - �z Ew _.. LOCUS I., '`., I , I ,,.. e�: ��`��Y � �-��1 �t �-:'� _ .• i .ham• _\� 11 I I I /. I I w �•�s �.,� -wu• w�'cl``,`o -' r 5. _ I/ I ........14 r `; 4 ".�I� I I I/ I� j I i �? 'F ,�k< �� ` w�:�,na x a*i" -® t•d ` ,' �: gig, �: ..__ g1_Ifa1v3 "Y rIU I m nxo, N.T.S. j to .mxlma 4 - '� 2 9 REV.HOUSE B COTTAGE �\ I` FOOTPRINT.RELATED �'•� \ r OB/19200 ae3. •+ f �` -'f SITE PLAN REVS. REV.HOUSE& GE ...,y - 1 0926f2008 R SITE s L N RE B PadAArea a ..Nx s y S a,7 y \ ..._. . NO. DESCRIPTION Iq� PROGRESS REVS. I I f 4.. u m. PROPOSED SITE .. tea. PLAN rp * Y 5 , .._. .... •��...i r t � + METER o s AUGUST is�S 8 is -,1.... ..._ R & FEET D , I r : 10 ...... a ..._ 73• f� .r. ' 3� A. ... i ..._... _ � SCALE:1' 20' - j JOB NO POPEO FILE NO.POPE0200 DWG : DWG NO.POPEO 200 SP 3 Id Z PLANT LIST Hines Wasser w . — . . — ® ssociates �w SYMB QTY LATIN NAME COMMON NAME SIZE NOTES LANDS`A' .-HITECTS •Y //_,' / \� UP 7/1 pie H....,e s...am�sseAmw.oi«s WV TREES / QR 2 Quercus rubrum Red Oak 3.5-4"cal. b&b R q'i / / '.� SHRUBS/VINES. CA 10 Clethera alnifolia Summersweet #2 pot IV 17 Ilex verticillata'Sparkleb_erry' Winterberry'Sparkleberry' #5 pot(one male) JG 15 Ilex glabra'Viridis' Inkberry'Viridis' 30"-36" b&b ' ❑p ! /' / / MP rica pennsylvanica Bayberry #2 of 9 My p VD 6 Viburnum dentatum'Autumn Jazz'•Arrowwood Viburnum 4-5'ht. b&b. _ _ � � r, AAA :: * q.. //' Notes: / / / N I) Ecology Fescue Mix to be 80%Hard Fescue and 20%Chewings Fescue.Available from Pennington Seed Compan. / ^/^ � a 5;' ,Mr A 'S o 2) New England Coastal Salt Tolerant Seed Mix to be mix of Big Bluestem Side Oats Grama,Virginia Wild Rye,San -` 6-w..-_ elms Lovegrass„Creeping Red Fescue,Switch Grass, Little Bluestem, Indian Grass.Availablefrom New England Wetland / , % j/ / / ` .. Plants.s din J a / / I � � /• ' / 5 3 Survey information inclu g conservation area delineations provided by DiPrete Engineering drawings dated EIi nngT mw�(Tj..;. �. 11.16.09. z , /. 9 Ak Engle a salt i eow - fi 8 LLJ y cd U / A—,9 Z ° Z L A-70 PHRAGMITES 0 CL C 0 / — • L � w „ Z L � N d N C / �� • ° o gu 2 b. I RMvwed: / F 0 k S Wf A N o� � + h Q / f/A.,D \�1 ©HJ- LLLLC •* Seems!Flom• a _`. - OMgfON7 TFI'RM A" ISW RCITE II Cm°plemwabr,Bu,•epaeud Wl D.Sim Ualifie. nowanry mder®omdeM Intl 3.Air udllnWm Wrder.T _ • 'OUNNEspEal TIONS disnidWm.mbleT.V.,mleph°neaM ran Wrd. Y9.TYIAvol(bdimagpapernale°mwplabk.Il(vaivg ANDMOLSM(HR[ GN Popeo . �W t°q stmderd pywoo0 mesmbtg.Tyvekbpgl sooelpehle 1.Bdh2Vad 314'emver. i Fa E.P.Inged Surfacing:Refe,Wlm ampeamwinppmvl dby DlPempgioeean8 4.Subfloews:SM"um a°ary- A dempPoofng.mmivumaty°ppBedm(wvdehm wMl b°mmpolfmaivg m)mt THEPOPBO RESIDENCE sod me La Weep,Arehit s. 2.Besh 3 Vanity 2 -3Ar-3m"arose . GtnaPRoed g« gooeAdvmeeh.gludandve odoverwoodflaa 3.Gath yDos-34 done D ov Residence jerste' 4.Gnllery Deck-3/4^,rained,did,noel Odvvillo,Mesessis S. Both Vanity.3/1r B.ambuam Posi-42614 DIVISION 3-CONCRUM S.Eaten«SidkW:P red R(Aepend w iosed elmson, him(red es option).°,tine 6.B°m4Dnomg Tabb-3/4^emoe I 1 Gnomm.2009 5"mthe weamv - 7.Bees 5 Vanity-3W mes 1.Eaeaor well mwad°n:IymoieeWeao°d m esrdm well,between mode.with A.Hynidorad onmno fotmddon wells esn2'-roe 2'-It's V.T deep mhdoreed 6.Poch Cdev 8.latsedry-3/4"em°e«C.w 6 mil pelyelhyleee vepm barrier applied ones Wide fa d etch. . 9.BaN6-3l4"stem �� .A-oaemm fo°d°g°m°d eedre Per(mebr.Peed I.pines 3=p.sJ.' °.Cev also be 2^°Iwed cellimWatim wim non ivmidme°werds the imid< .onessels.Ness,Bsavrew was m be s(9'V,pour.)See S.....Fouvdmov Rao . I s 3 V-peeve^Breda,BmN"vatlml grin firtmg°e eel gmwed wim me 6.Fltvior Rberglm Commr.Ir T-Cd®(ut .)by Turoenfl-DWo- wim 6 mil pr,lon r bmr(m. TABLE OFCDN7IIJ15 1.Simd (Doti eel famdaew uutdesFaovdetlm/end Seesicess mvoer bee Bud eased edBu mmeeao-aim. Pmnued. - NOTE:All oseNe _ lr112T1 Road aPecifw°Pm °P ,cove iv P.M.megml,wim mP°°°6 tided weee(See well•Slx9om)PollY flub ovv cats. (Ityeme mmbuoo) protrctles I Osterville,Massachusetts Divides l- GemW CudiGom E` R" 7.ja rim wooddaksad oeld.5em apulmpressmetrmmd almpem.wood OT q Bnorobide walla mho cerddlY aeWabdfm cola sta,strivgen,kdgen.Nackin andleam. e.Premuebvafed4a4p OlSi&Wlamm)wlmgdv bedp°ceeupsnd B.Coevem Slebe°Orde hMMtMh spatro�mwelmp evnuelbva whh mad ml®es 2.lesdamaBimd«well.312"ad51/F-Matfevsn"IsniuWetlw. - I Divides 2. Sim Went s..Segp crosp®mderki°8®Yft-decb(rrmoreq°el),Ipef." (eomeeNoes mpdy to wahsbd IAM ma upaR)Coessection,ebdce 1.Buena[eel GanP Slwk 4"red««d concur 11.1,,wim 6 x 6 W3.l x V111 s°°i" debelIDlod by Conemosr.. 3.Fun end Snood Soo,--otioo:6"blanket fibe eeu meosA ban iunldoe(R- Dtnido3- Cesewm W.WF welded wino comb mid-.d comities.on 6 not pdyetbYlme vq-b.,i. 8.Esw Tsirm Aaekl xi0mlx8.Avt lPmvsd Assk bed mouldo 48111 shdor 19)mmugfsout. - ry 8. 1. untie moWdivg(Brmm4W17).See Typial Wdl Seodom ad Faye Dennis. 7.Skeinse Compdmw°dblmda by Adm� eq BwSve eppmpsiunm 4.R.°°fimuletlon®/:dliug laieb:Iry°eve I..". typical Division 4- Meson him m k pdemd m search Muvin"Scone Whim"on selected cdm. _ windows(ebeuld be 12 elm d wiod°w my hn Sh sham books and C.Reemi°g Wells,se vemsury See St.Rev and Landsup Plan(meozee wim some S dotted.-side of g. pvWw5- Mends se°enedfor-waib)Review wim Cmtunemr sd Mason 9.Auk mown Moulding®eaves eel PNm(Bmiw D8013)(Please rev m 5.AtticVnedldm:sotrequired wimtoy- Revadom�odDetails). 8.He."[(tob-)-A-Y"Memm�"onbesenWeek- DiAW-6. Woodsd PWOre D.Coanssshallbelnebed.PleadedmmpecmdoacsndmcawimACIsmdadsm . - 6.rTbemofibrin2^ed4^inquireddrspcaedjmoetmdlmuonry<otnxye. povideaaouvd andhomogmew�eu�.finedvdde ad"booeyoombing.^ 9.Ceuwatk:T plc ily�twBh P°qm-mbepdvmdu -.bswtuumd. . - . Divido7- Thermalaed MdamePeotca® - NlesmAM a awles.mm bAsek.All uhrimtsimmbe peivtdmmdch I . E.Povide DwpPvofing Pr U,Woe7 dMarvla eel«.('Seem Whim')mtrid color sdendby Ar dunned Noes:AB bad Deed sod V-povss bomds(paawlmg)epp-slbee[yw C V lwoss..Ain.tde,at awn'tem mAss- 1vem.tt be�osrc®sed wag elm i DWIA.8- D° W Wseaows Mode--blo broad a ee Divelw 9- FW h. DIVISION 4-MASONRY B.RWm Carputry' v D.Sod- I.. .. .. - . ... .. .. 1.Exteam Wood Trim,feecim,oadeds.lessesadc°v pstobe Asek-See .. .. ` .. .. 1.FizmriorSml°nc'PmrmldejoimflllWbon-harde°ioe ssdmt(m weather-tlBM' I pvlsim l0. S NOTE: Aife mbierdbrieklvmrinse-wdermmk avmrtet F1evAines sed Demib P«oneAm.. 1.Mod Roan v . pecinlun eteplem (N pvmoolor) joivb sd omit-cep soda wbem requi.d. � All extdor elamwymbrtwc 3XI,ni,ht'wide-basin-I bind wmb deg - � DMA-ll- Equip- 2.Bnmresvo end Ktebeoe:High rodWm lims<nm-didewmg veWeot A.Povide ell min vvsonry wah,oavplcfein pl°ce,aaidicddmdmqu(rejmosper •. thb eel pmTrim Huded Side�vgtob5l4aSWmmeP Aee BAK4,beneb wtmvms,d lePeod klow below . Divides 12. Pomidsiv NA. lumlledon dfimpiems m shown es drawl Davila,brick end dine seleniw ro k wim bind moulding 48463 wim r hidodc.[evded slid radar.Codnaw r Built-(o Mail Gbim with dnwesa below ere mNnms above 36^ P nos. -. E Rasflvp lied cedar eodshivgl.®5"o weMeres sooflvg kla(ad¢d+r oesmern oaad-maned wim M.es,Arrbier,aod Owur.(Ferdy Roan am Exteriaru Pu Jt) ( ndeedar sill Mmekwhu-Wh e',ev°am enwiogef«windows derails. BWI,i �pd rd reotiv woneet« pvieles i} SpeeW eomtrudion NA. (PaidN mrmmh Marvin"Stone Whine"«aelmWcol«)MaMv wivdowem BWit-i°bevk ddrawem at 36"M'g6l wim woe fop .. rM°i by e ) B.SmuebWu DMU,add tWecdesmbcomdimbdwim Nee.Ma , be rammed wim Axel instep. 2.Lmdry F.Game:Auk Mm bed rem espw..ye: - (ding e8016 whh 3"romddw I.omtions fold Divides I4 CwvsYis867dnno NA. A bimw eel Own«. - (Ream rdero Hevetiwa and Cw.erim ikreilef«ell tamdimevda..) Fell rygletm�o ve red b°Msd walls - desenso J.odor m eaueh tamL. . b.Heedsmctmhe«5/4 x. 3.Mod Rnoo But Division 15- Rumbing t 1.Ieerim Baek Selective:Red watersoelc(Nenrukv pvv eel«),Bdek xledon G.M A&.0 Raor M Whesm mofii,gbyC i i,,F dFl°mmdy6 ,Gswtpm 2. ` apprw'ed by Owner end Archiact. Fen h1.M di groove bed bind walls P.Wde 7b0®PM membrme rofiog 6Y Cdide,Rrearoee,Csoodyenr,Gres m NOTE: Aesm era lntrdom Hlevatlms GesB demBM,lrlm,das,efe. Bello Memeine Famnu d Provide anadhesed I .DivWw l6 ElectriW atsesd end coepnerses by the moedadutme(«the rem - 2.Beau Soledes:New midone uirod. eppmved by Owm,Aobtmn sod - 0.Faddy Room armdodN mpH doeeivingeteo-)evr guenvee. Divbies 17- HeatinB.Vesdldw end Air CaWi6onieg Iadcapc AmNmn.Semgetegvimd. 2.Ivrerior Wad Trim All iuedm wadtrhn,cdumm,pindem,vimsswd bmvn,em. - b,,Lddep.m vm°tie-dmebau wim pe°eldtW sd ddu ad robe pvde popinrmequel.Uvku alMwive utcdmBWetd morel aukeso vemde H.Fleshing:Provide mppm«kod coated copperGuMvgn velleysad where require Ines • .. ....; .. .... ........_. 3.Simd woodw«k. - evihiu-dmwve«cabiveb brow wimandvp above.dew° find-bitb(mvey,vumbvdflw,ero.m b modvmd wim Cevescmt, Aajssmt Mew ma Awhnen. .. o minter . - 1. Ira Mod Wdv oohs n nseenbats,)u aG sb eciM rodbmtiom and mom eve around ell . a. Widowed Door Tam:ll/16"x41/4"mdng by Fkvestm«Fgoei and YP • Wood vimmed beam, i . 4.Pm fluid,g a 91 cddvey,is wgnied-sent brwk/uom es serssesy See gpdtilt do k' 5.eamk�n Ra® wind°wMmddome(mw°dwaterdaeaapcim DIVISION I- See M.A.wallowdeWbolvom Plans and aeveeon sine dap J. Pm tlam Bt Wl exnvimdoon and windewemneasury. GBNERALCDNDH30N5 P-' f94deai owbeP HmL-In window xu wim Maem below eel widow dB m C.F .6ofF.,lacessoJIMsnb. - a«omrdem hoes grill. A.The Asdlect b.Typist ll-b«rd Tim 1 a 8 poem edge wim Hrmm P8455 shoe moWdog Vdsme celing with bead beard. Ream Rdne&Hsedh lflmha P. a 6.Dining Ram DIVISION B-DOORS AND WINDOWS The OweermPgeeme Midis - dybbrhau Wp.poe.d-p.Wboerbe Fs°dly P.- leatlerd«Resod Ganim(New pgbod 3XIssigapendodweeme-g SNram6c DedP PackaP m bon devdopod m me uddedw rime Owes(esd field dose veness le a wim flesh bests '•NOTE:Beep eddd'mg b.U-..d wim awe wsinaco[deb(b.See lmenor 7.Be11W.Ism" A.I-A.Dome Elf_. All sbivod wed eaNnne,cespmrtop,nfm ad psulod bckapbMEn t appmve/sieved oe by de Cliem),CoeW D=gth.(working dmw,g a O,mom Reepla Releod hut.-(mmbrzdeme®IB"hdgd .. B.LMng Revco 1.lneaw Pundsd Wsd Door.right°d(ty4paui,w°odd°°.mtiepaintod'(Add specifimtiom)em ptepdrd by me Armies.During de omut«sim the ArWtect mru mtmmb ehivmey) .the Owseda°gem lVons ft Pwbh,D esoenl Cant t1se soon,I,bmepecemn, 13vty Ream -. -. Lenthemd«llaned O.dm c..Waimedag cap-comas sop deed 4M65 resoidivg Lbwses Ind rude wisbdow ah Almsvme:Wood duet somed).tmwghm have(.peve)ed313/4•pm 8 Aajermt bvilpW-cebimb below with mdvm above auemblod set-up does wim-(d�m.w°°d apeeiea sd mein eels,o be eppoved by ommreted. admidstve theConven Daeomevb mtii me pmjeabe«eptedu . ermpded. (mssouod end flash beam) �' d.Ndunetd-N teed boaid'(21?'oc.)atslgvoda - Feu weld seemed beams - Bab'.Shdy Icemesd«Hoed Gtsnits - Antedepning wimed,nmdglum. med.s Meer-/ypma.sde,m idimbdwnvor Pie°Anehinswieset end Owner.TmSdl4m SALLY WESTON equal.Movldivg emu®aom panel,m b ideas by Awbirem r Owner. ' B.Tee Oeuml Contract. (nssavd eel fl.btwm) e.Neduket-`Vgronve'bovds(P os.)mas god, - 9.Foyeesmh NO ASSOCIATES '. • 3/4-mghtpmeldwdmeding a. SogPstinoerior daarsmbe paiomd wim Bojede Moms"ILder Brown'ma I O❑ R The Owes will ertgege•Cenustm woe winbrenpwWNe f«mnsasuo dine bdlaa8 �g�Bodnpm 3.ivterimSWss Namrd(delved)wooa treads sod pnabd plus risen Aabod-A gwimplawea fiAA,A wilts Miowee m.hopny-,IW GAIL Ile; 1� Immesd«Heved Osaoira 10.V-11.1e o O is nrmrdevm withpw and,prcifimtlessprepase 6y me Ambits,. 0-olsedflenbbearm) a. Isede Mosissli,nd Bel.[va-Atewey,'WidI te'mMhogany hmdnil 3XIssight penelod wdmaodej .. 2.Nevin French Doo.:Wo by Rogac VaueYmequdwhb7/r.-® ,IW t All w kAnl) PM.'sratad.wim Bm,solild^wad evrod bluamu.3 pv ued.rob' - Bdh-a widow eoeo whh bP performed wa wim me Ma.achtesm Swe Bcildivg Code. D.WelkwaYe ad Tetras:See lavdecap Rm by the faodenpe Andbect pointed. 11. sit smimd woodwork es 'angle ginud wim tree diviad ern sod pule 6esam,six.u ivdtmbd es New.I,Edition ee»hmricaeeregabevevb. - (rive hmdea0,eenheft a Ion led-mne-plmve ordu sent') � s� sdMd»dMMwrtMg mm� � dmwivP. i .assamn.ataaq.wwv.M C.SabCwtracon B.Cmaetdam«semivive Nbwhem°°°vm7.See Foram FTevetiam and Ladecepe - Custom frepece ntmde with pe°ebd top 3._Pocket Doors 13trw pmknnedtegdunby TmSgb.mequW.lira Mel' pi, Newel Pont-LLstmv designed Newds.Solid wood,idea noweh m trained newel Adjoesedl°Iltin weenie dmwas lemw ed,bdw above style se di-d es Gas pens and ardor elevations.AB pocket dome m have ' sd wood tinned ivramediue newels rhmegpuse.Newd esp sd hendrdb se b Built-in a edsvu/d.k wim draws.below and mN-ebeve The snIsoa sid,ba willd,f . bCammaasefm else inn,dmewoh metwwill dei°d.bWuteneembe fed. P'MM°de®emdm ousde lama well for euowsal embnliry. PdO Flommvdfmg shelve fWldvg arcMd damism,mdY not pesform wim his o ft w Onsenrie.EarL enddtuwral Con- on de knspow DIVISIONS-MBTAIS � .a L.Fins edod dam am Gemge:4 pevtl,70 dvnm,iessbfd.aisem basil mddFlo« the Wetrime week roCono-al Mft0a theenrmlCoed foo sisrusI,In fee 4.C°bineby: D+� Rva.by dint Omit. mewodes p.all Sublon aft some Owm.Awess®ty pas for,sines brobf« aedWev wadmh wn6drnvem blow eel mbi«babove 12 months eeesdme A.hided!mraunmwith naa.mmsiwopi a An loeb edtevP..lownTAUf oumeW ..C-(Bedd I-) L7.Bob's B°tb B.Earsim D°masd Fe ,norm upon onmpl pmjs. panwn wed pdned with r.[inmbi I.so env.All • Pu°etod wW men uwhmauutequiremede ordmm m'm�tle TiHidwhtlddowdfedeunm Owvem aodANdmc[ms600ec nn'o6ng-amine oY BY D.Tee Conbnemrand bervpot>flde(a daaivivg Wlveee®ry proms foreooswctiov. 14.Brada'a Rnth NOTE:All doaemb bdoieimWleEon,H-brio wil- . Beddbg Ceeeod lmpat] tegdmsmab. Mod Cdore°d M.S.(expo,odmmvmMlod ad finish) . Hadwde(mab.pdbadfmisb) 14-hvem Paoeld waivecau°g Mind 8Pd° tYP°W E.SubmsmldSnbdumam B. led cooed co P_Ied.b dd t . Cappv« ppvfluhing wive apedfedes MwivP•md useguise. Mea Roped 15.Mscbv Dreasog - 1.Panim Fsmt FanY Sydvn:d-port.3'6"zb'-e^z 13/4'w°od dam wim(2) . 1.a Solemn At drew[v 0Me Atemmn lee Submeeaab eon m be appmv J by Amdest. _ stop P WPovel. BuRtiv wedroha wim dmwue below noel mbiun above fiaod a liga edeltghb wim bat°.pad by Bogs V88ry mateW. vane,.,sees.•vwewm ua avo C.Seobmml met boom end schedule 40 pipwlesmwib,, Abs,s where Fire Fbor:. I&Master Redram (See Pins and Elevweos f«eae.dimmoiou and era pdmm.) pJfmUronb•rea pet a49d® b.Subset ell i"no el ebop era d sn ot me ifnequ a fee me Struemml P.vgiveer a i°dimmd o°SutemrW paw' L Mud Room Mad Cabins-with dmwea below sd cations above- Add Aleunem:Cumin FmpIm Mentb ...2.Md Ram°Dumb Dam.1 3/4" M m wim Baldwin dutch epprovd pn«mfeeimtloo and vedies.arequbod. 1OP' 17.mosmsb-- NOTE: by vmwn«Cnpera«aq S pined _ nag dam bedwue I.od subbed i reelabu dam No some Strewmml D.Poe flaWtag strhinmey,m uvavey-sad ceased tipper pv 2.Md Room Band,-withleP sod mawv babes-paWe Tdsnmd ptlw.efen - chavgv Du1l�ue eBowcd wilhontprmrtevlew 3.Mud Room Built-In-dmwen 3.Typal Paerbr Fatry/FmmA DDined Family Rowe mdlivin6 Room:fmubsrd, evdm vest tree the Strtumml Bogam ova me ArsMteel. E Coo m oopper finials by Old Wald Dimiboos,tic.m Nod,m man°of dewoP 4.Mod Room Bain-36"e°srom vmiry pntd m mined i1conRd Fl- dd.6-I.Wdividedligbtby Mervi°.wim7tr-ni..Bee Fl-Pleased 0oonh:d a peek deessesol posh) 5.Iamdry Csbiesm-pdmd 1.Soh Rai Exnvim 0erdou fee dm,aiHdese ad He put..Oil Mbbd boom Owns,.. 2. w me psoduna spsifid heroin megnelau approved tYme Atehireel end the 6.Kimteo-PMaed bsdw°n end bronze cdotd man)threshold. . 7.Kimbm bled-stained«epecid poidada 3/44s,iga panels weieacodvg 3.All psoposod mb6mdw abll bes°bmimd WwBMm sei dle book-op so-Ael - DIVISION 6-WOOD AND PIASnCS 8.Mb.Divider Cebeem- ) ' dimnn°°wel 4.C°dm¢rene din.fee Al P try and FsmN d°aM by Vintage doaM,Span paidd(bemav Kio3oe and Bmkim pom.mmod bluma add aWod bodmil 9.Ktrdu Window mole pied 2.Bees 2 - SbvlmrC mpmy mequel,M.M.n«eev dove u Muv(o dmv. Alawthe Archleaand OwoermerelbethepropoxA nbumtiw. A.Resgh Cupeetry Ill.Butles's Panty-miud wad W.wim 4sded glee oeNvu dam • ]sent I.Bun mood with dnwesa below mddaooas above F.Qaneem • i.Svvmwl Fmsdn /].Pawdv Rome-4r cusron crafted vast 4.Ood�PWIbelght V-Poowbcardwen S.Gs�dDown,(3)9'-0"w x 8'd"b,wim ssmad dsuii,"carriage boom style^, B ry • 3r7 wWvsdo ov linings dome with beaded hosed parels(ismd desk gem«blrtJ wim Pt«se amsa ewspdes and duseent ins foDowi°g mein tare. 12.Bob'eBdh-C-ddmd vm ny with deenm and lam mbiun Bht g - - endtoc onlied opeetm fee eerb by C3M Canprov(Mei-.MA).Mondsed x I.Sonedad2x 6estdm sad wells,2.4 sd 2x 6ivmim welb,wood posts, 13.B:mde's ll h--wL to vn ,,and messing e.Ne-pdvmd Bull[-a desk with d.wem (Hivgbam,MA).Ovesbud Doormegml.(See Bawl.FJnvatromfm . 1.FlW ciemmg,iodudog sins work. tatbm,joism,beuisgudbsenn.' • 3/4"d°i°d a°'me°et, srylddesip.)Conuaa«on pim dews with end widens widows. .... It Seemed Floor. S.Bah3 2.Svadt ell psodnea werrme.. Bdh-in eediden cebWt NOTR Tmsmaam Wwayeo Wventha use dimdsies.euee matYpml 3.SubnatmmW'ocuucr,'demiog,vraieemreeeod bn nstruc6aufes b.SbunmWwood brains end frawog:rdumthe Strarael(Pmdog)Dmwinga - es 2- 4Sosmso vaeky-mdud«pitmd 310.heigbe bead bond wdvsrotieg .du°bbbong windows ears d'v vies.They ue noun bn i wde s M Pinch ddoor.°�° g' Sl.l mmugh SlA 1.Be b.App ad Coolie 301 Its.with dmwen blow end goss cabinets above 6.Bedram4 Resin see bsdm and Ustel«Revaum,.Sbap Dnwi.p raisin,. a rtsd°g BF9uipmenx °.M ds,Wm seem remain m ssahtalb the ateWy of Gee Arthlbelmd 2.Bnm3- ST custom vmitY-Pdvmd OPioul window eat wim dwwem babes ed2djumt Luil[i° Sally W.oe As,oduss c.Bleemml Pgvipeveed pvim IkmW at the vdrabr wain. 3.Bubb- Sr cudmv vmiry_psivm 6.Afl wood doormseehdde ammbo pateod inmediuely eel paimdd Ymdnsk d.Rending R+soma. 8 M _ wanWbm pun( era.aevr,ro..*w Deeww,u�v.a'.a.•saes .d.AB flew j°im era Pe-Begiuemd l-j°iw by Ed.Cnmde« ed - ' Beil[-iv drain nettle wim dowers- ntd 7•�gt4ah-in medieae enbimt memmharesntcOW) r2mn 6no�.uew comb �� e. need"meseed. °pP°Y °4m' 4.Bon65- 45"emmvuiry-pined wMmMwd rn wt.ae sesere .�aa.awe,.sme, sed (Refmrome Btrvcaml Frasdvg Dmavg Sl.lmm Sl3 fmjoiatdse eel 5.Bed6- 2r.eustan veei ma 3/4-height bead boned wW.mtin6 C.EAe.W Wmd-(ell extedm ro be clad iv Mar W'Smne Whies'.sem°rdmlosby pewmw.dsyw®ee.mmr B S ry�Aodio l)Mm apcivg). 6.taodry-Pointe nM."_Pdv &Booth Owmed AsrU-) . Fast Rom I t 71r AJS ibmj°idM - Builnin nwd'scim mdnet lob m t U 4 G.Menutamnv'elvaeacdoes Fire Ramlbd17/r MSfi P.T.2 a88nd 2x IOR 16"oc. S.Co sop.Mandel.and odor mbesed by Owns. Full height V-Pone 1.Mosva donelded dhidd ego,rid ash a woad fvrm,(3/8^snestlu o top � :dswwo, cfiecled, Becesdi=vpl d2,JSflomjdda SWudweod- by 9.Bdh6 - y-typml)do°Ne hung windows(wimr♦Nick solid ced.sift),whim Dnrk He.Jd.-2x10®10 IF ( Quene.nwn oakmequelusleaod Owsov 3/4-Iei V- �mw Ingeeies,ed. f-dsmso-m6m,vd reolmweodefiom dppdua rvmdammafw Roof He.Jab.-ly 2Ur,10 ed 2,9.c. i 13.CbselM' Sh[ P°°•°bad w°G° jamb enm,.I/z aetxmem bt®a abW 1'9 mPPRs odwese. - ,ink' Nib- �'ID.2t'�40P1 tuolblesdptaocb sod. Ra4'seRaa rypimllY 3x lO vd2x8.016"oc. l8rst}loin.. BuiiWuflo«medengd)udameshelves NOTE.Wbdom m be bleseeda L Md Ream Mail Cedu[-3W minedenid wood(dh-P-Y«°pod) DIVISION 2-SITE WORK NOTE 1:No some Sfnvemnd Moe. _ 1.Mod Ro Be-bnDsawen-3/4'mi«d Wid wood(nraboganY mcgsd) Chsome nods ryPml NOTG•tfarva widow,mddov,Smrm PW ITS . ehaegn pdP a0owad without BuOtio drawers and del awbm show° mvkw and crosmt fvm ma SYrvcpwl Enetveaand m ArsldtxL 4.Md Room Bem-3/4"stao 12.0uv.:A k4"x5"gumwimanodgW-iud-pal..ddow.,-.See Demib See sod Elo oAnn[msim.Nvldan and the Tem hes° SPECIFICATIONS A.Clear des Wiei.o.man i®it liurraeve scow and Browns.moept uses sd NOTE 2:Cantme0m to py sp.W Anenlfm o I®WmA-h-W S.laovmy-3/C-ese Cemrdme and EIvAom(duei.- dodoes I- Pke° Dstm[av pgedw .°Cdedgodod mbaodimobd eel Preraeted.Ca°dium wim&pain Eodesse Leg deslBootbm.apedh apmBmph ntd daigvvtlm6«iv(ndpre- 6.Kioche°-1 IW Wine Rhio°gvvb emu gomenm oPimJ mfd(T). . le°dmpe Atrmtnac engWvedJones•°d top of Pem�nesd AJS.1-7olm,a drnwbm 7.K-b.Inland-I l/4^Whi.Rhin tome mom 13.PIo«ivB:eo'be Melovmd by inn owm.s.no°r p,n mrlo°uo. z.axed Dude by Marvin(Wd sutawnd rrurcs)-sDL wim Ng'mw6..See preening Fl®s S. Kilowe Divides,-3/4-mined slid woad - ap.+:.e Igo Imam fn gables) B.Euthwmk:Exmvne ad bcltfi0fm foundadess,droimgeed vglity tmuhn,n 9.Kimhoe Widow Seen-3/4"pWvmd • o.31M«41r4"q°em®wv mktl°m(vg(mined) segoired BrinBategWred falmves®ryotlewb elm.S.dnwoP pmprd e, lami°atd Vetmn[ambv(LVL)where°oed:wfvmSrwcrosd Dowly lO.Burin's Wnuy-3/q^aodmd nlid wood t.Cemdc•stnsoromMG Ie ti1c S45A0 ftAs UesJi Wlowea �� Dips. Mel the P Bra° W 3.axed Sub by Mervin•(dd sees inwaod fmsem)-SDL wIlb W anentW. BvBiuerby leodneape Ascbiexs f«8'a6ve. SI.1 sow SIA 12.Powder Row Vly-3W CwiEmpmd,US c. CoW$50J10Mq.yd.iotteddl°waree . '12.Bob•aH.mvanity_3ra"smm(BdpnamrugM) � � � - i C®Pw.e&mpmpmbeadngsurfsesfaflod,p dambn.m T 13.Bnesin's Beth Vu -3/4"amve 4.Awviog windows by Mat+in,(ded costaw�ad tremu)-SDL with SJB"mmb.. ' ear ems,a Finish &rude. apmil rand 2.SlmthieB tY (Ming mequsp I4.Crown MaWtling msonghssm la pmored 2d Rom/8009 sd#8010,sons,on B 400.. 'fdm eMmg.OrsdW m b i.6on. o Abase."oogh 8ndigc sd fine! WWIe=plywood mmnhiv 14.Bob ad Basch',W,,b be-14" 5.Mef d try doolle hemg by Mwm(dd ash in wood fse°es)-SDL wim 5/8^ qyw g Pd°fd Moe.mfsminmsi«deveeesv)pdntod typival,wetood wood whom used: 1 .1 4, sending" t®odfiml elm inuWmes. Roof:5/8"pywood Wmath;ngesdtraa � IS.IJving Rawn_3/4"pdmod ��. . Aaranmrb'Zlp•Mystem rant andddewell symm"meupag wim bpedjoimele 16.Seudy/libery-W/ Mined solid C.Drdug. ,ss-s d ff,eq byT-tegdmd.byywelbf«m°Wvms) As,escapable.(Air itd-atmem brtiv(s wt req®ed wim sob syaenj .. 17.Family Reuse- .. - . doervsponb,u veamry Hrtgdrod by Tawp(Dedgod by p'Pea Bngiuering) 3/T mad ads wed _ . 6.T'enmm:,Modem es di eYsmhn.They veM to a nids like ea utypkal DIVISION 12-FURNISHINGS N.A. DNlSION l3-➢LUMBR4G-Se pplansa dwblelwg willow mesh 6rnsmam.They artmemhe wim lRaa RetKh dam." .. ... Teas m leterim vd Esteties Revdrtu.Shop dmwisg mgdmd. DIVISION I3.SPECIAL CONSTRUCTION. I.Provide propow goo pWIogfieu,thopWoo,gas mtkr(lectalm m be detemWed I POpeO DIVISION I7 HBARING.VINI'nAT1ON AND AIR COND7TOMN0 7.Ivm«Rb tid. ream,-pined fnted.(sand u wood®Bvd e.Pennytoil DMSIONI4-ODNVEYINOSYSTEst in BaJleH by eonwcrarmderiglnens)rolhe pouts aJurevrmrd 6ebw. Residence Sedyalbrary.) ..--.. ... ..-_-_ b.Oordo 86U.gussrordmainharsm DtrerpemwedJhedthe -'SwbCw'tvcsarmdufivrdmwfgwbjWdutr DIVISION IS-PWNMtNOn7RB PROTECTION C.GasfredprVitieiearedJbrplacu deetBn 7syom4oeA4hm elm mee/'mrka/ePRem duptkmwyletedfAs Then i B.Eseeke F1 :•Sb=Wmh'wObUMuinodmolmdby Owvutd - d:Oarfcedaw(vwdugpoolM (:ordeu.a�a4r'`isobankd set6-CaMreeau•ownerane ArebBtet m.woh tlumegh of she A.Mtes. A.Ti mid,by OrruWComresws drsgobadd Rmnbing SuELovbeam.lbe Asmlva, e. Gar tnmerhemen nweghJre®•wsot(/dim afllamdwrf sMDba'emem,dm Mu,a9WymndpimruirN. wlm sem8c dmil ends qualip'level fa mid be.ed v fi end the enves lie�below. f GarFradBala mdreg(mr{'-svrvdtrtimes.Shoe dNwbrga mr,rsuarndd .. _. 9.Plem rase ftd^haulm era lhmaBdfw hAOemaB floor pJam.tiodemW It i.up d wft(>.ermmvimw Wprovemedokm«nadfyft nuactarofineir g,Gasfirad.-8euy8eseraem tl,we slugau. 2.7k mats Foam and fined house wrllbmh have drdlcnredgas-flrNdomartk wamr A.Om(pelopmw)Brd Hydm Syamsn with drraWitlodng.hmnldifia whb ell elPdeecy . NOTE-: Sm Msviv window derailswall pain end et,vmom. Boren meedeq cam'd•. . Slop&wAW mgdted. - S.Rxeurcs Proriae Kobls«egvtl In wbib(mu valid) 3.provde donrsrk wine r¢am`Wfan m within 20.0'ofd.nma email satdeory Carriage Road All shoa«amh.ve pesum el-by Gmhe'R.1-Rudc'f27-14L pkmbingf'mme. • edkr by Bttdew sequel D.Finish Hsrdwse and Spwidtlm ehonw(removable shown b.wmkrJ 4.Providefrur)woa/exteNw wwUhydrmua an emA side n'vin b�rnad Nm :Caodevsrloeetiooa mbe wo!diested with HVAC Subfovhactm,Cmnnot«evil ( - Osttavllle,M833RC�IILSCLIH g`..dasw Coordm«e des spsffic lnoalw watt the owm-4 .h�R. 'Ammtect I . 1.fines Dome:Oiled Frame rmiab«'uWecgnmad'bay.by Hddwin.«egad. Ali--fw. S. pm capes shoterpw,deegoossif.,sharer amembBu.Provfde otrmic Id M.L idSob-0mvsmr.Ardd¢am w«nrur ofall jv,48-hosnpr .sl1,wwf ukn. B.minisHVACd Mofby Contreeromdui and . 2.Swiss. bras Oild Ivml4 fmhb d wigs bra,•miwid'by Bedwis Lugo BM Pn Feas 37ro review Iryom of ell anPWY ad emrm rail wadimoe wiN HVAC ddgs/builda ad Sufis.Reddeveig 8'sds bingn,bum end dt'mmopmbe b��mmadgs hero, Klo-bu FlooeK f7A0D 6.Pmvide aB eontweeforaall hoobtrpsfar the rr-+Heltrbl aPpOvmaa .. Canbacmr. ' elm pvvide boow u, dq.brw pocks dam hedwse. Sbowa Fimvgt 327100 Tub Hnfuge:52.000 - C.Flom eegiehmn in be high gorge Neeie testedmwoReggio,by Reggio Regisu Afavdepecmr 3.All Wtoholds,weMumippieg,mlted mhcellnveous spedehfuu mquitd. Toll.$650 DIVISION I6-ELECTRICAL Bob Sinks:S3W VAC($u�Canu ,Ain.end Comesm.uafmhh to b ca«dihetd wim ...-- ' I-tunas li4^qem elm-s«inrai«de.want � DrrR9�mm vea.weeeetNm/brem,em.mr mwguaam.rAmwcaemaamrt _ - . . Fbd Floor Rk'bolas.Ow Amh)rmardrnXr Deegnmdea weashrovghtoomr 11 . P.Shown Dana Prmmlm,dueledngdor mmperd,Lamelm film some with DIVISION 17-HPAC-Suppk`nw Paintededlel bfngu,by Nc dwsm.Adadc Shown Dow mngusl. 1.Madrvam BM: • Siak:Ko ands-'Kdlyv'[.-36"vuity A.Ombid serim.wiring sd devieo by OwoWCwbmma dsign/baMing Ele viaal 1.Pm1d,a d/ras-m high dhoib Sink Penow TED SabCoem•a«300 ue400 map mviw,M tmssery.®amfdav m� hod et/war m aesuePh e - - 2.Frauds rmlRs mtk mom rcNdseceadek DMSION9-RNISHPS Shown. Tika wdla evdnnrw rvoiamm bard w/ospperpm ad 2"mudw- .. .. nd Guru fement dent seeing.full Weemer door B.Outlets:Dnpdo convmorooutlmnwalleslarodom ehownwdnwivg,mgwady Sueahouur.4.Cawdl`waeU b adimlmge roc«o`• romehBm, . mp'ed. 8• Bb[ 3.Provide sloshing der magb«Moon-T)eo "'s rkomba. A.Intsi«WaILYCtlling(Smash RAWU mg,Om Pevtl.MNadib even mmchda.taro mdjemh �Pncad in rant.seordivBmcade'.gee 0eoeiol DmainBa: .. 4.S-dionw C1.d7uerMuam1nhenglsn - - LxJroul m Nu twin nrfdoue m`d rk.. Show.Flttivg Omk'Re1em AMc'R'1-142, gu W&b,.6)airha.ns,7 MIuso,d-le looseses id-,I vhletk 4-no 1:General: 2.M�dp: L loom admfo baebmrda whom them hr®elingmwaiosating. 1.Provide iir(6)at hadlmsmtk oafinerlderce,loroerom dnermwrd infledwW Sink: KobW'Lw Twu'K-6M HVAC submnvocror.Ilea hoodWfanmommmerob--tsbespeeddrfve a. Ifl"Nm6wN wim lld^etim amtvosrpieas,anmaeh figsh.. Sink Rose Kahlu•Visvefe'Kfi I C.Swimhs Loeswlsshow.ndmving.(Simple ewiodwe Mile wide Aemmm) wdsradepnmve.rkmonmretpdredfm tram deemd mangemeru.]he rob 3.Kitrhm: har'Aormem be powered wd l(W-.vh brmoAcumO wbyg. b.5/S'"eyp X"=framed gypsum wtllboaM whom regdM mOanga oeflhg ens Sisk: WShow by Rohl D.Telephones and Cebk:ImWl wbing fmphove avrkbuahowow Reasicd Leym 6.provide rased kubeg all w0iln6 se sk mmoresdeme«f0U0ws _ well dycemm bouse. - Sink Fmt Rohl:UA719 L.Melsel Dmwin®.Wieekn louvsfed throughout hoaee.CoSwirinB f«cwtputer.TV.if a.�s l,Fi Ps s,.-Fa Uy Room,Ahd Room.Khoh-BrcakfmA,Beaten Pot Fillet Rohl A145" enqueemend b,On- Panty,DLdm Room 2.Bah-- 4.Beeke•PumrT: Sidi: Capp..l kTBD E.T.V_Outlet Well co Pmelded wheee indlnmd on drawing. b.Zom2,Fkn Flmr:17vb5q Room FoJv,Smdy/librmy c.2o`r-3,PtX Flow:M Bedmam.M nSlsslog,Brerda's Ball.Bob't e.Cemo[hwNstll mbad•bower to®don mfWl bdgm - Sid[Fmrok Rohl A1420LM-Taros Boom - Bad' S.Powder Room: F.light Ruiner d.T'arw-I.Secoud F1v Bed,00m-2,Bedraam-3 b.Board wdnwodng mibO height ouewc We«nurNe We where iediesd. Sisk Kohlu'Cooied Bdl'K-22M e.Zom-2,Sesbd Floor:Bedmom4,Brdrvom-5 - Sink Ft«etTBD(es1Inou[ed) - L les ion Fixmms -f 7o"e3:Pla„wm Over C'mage 3.Mellon Baekapleb:stare mcaamic file if indicated. .. -_.. -TWO:K.M.'Pmbeff K-3506 CH 7.lhoHde tetrad bearing rail wooBtBmelm fie sham aafalbwa. .� . 1 6.Bobs B.ft a. Inoodomm dmolikins-1-him baWes by Juno: _ B.Fbodug Sidk Kabu'Ksur ' 5^ICZD-205WH TRAM Hosamad) Firs Flom . Sink Ram TBD(f71tD1 STC20-205WHTREd(Notiv)dM0 b.Secmd Filar 1.Cemu Cenum[mgivomdlaws ,fMAD•sq.yd.luWidorpmiddby Toilet Rabis'Poknif CH Smpl m be mbmiOd m Amhitea f«approvd- 8.➢rov6kno(2)a!d j1r gWsmfie BeussMvm.One(ll locuef6'rk , Ow«r. Showw TBd vallsad namweatsm loud w/copperpu sd 2^mil as basmemsers•sB rkflrmfoorfromJloor grBlea,aw Nu arse bcaredmde ink and dnrte�md,frnmdm,dmleeeing,full bdghl showadom Halo.lH-149Wr,4314"evWlapemuehoudvB.MR16.50waeebdbwith tu'v6'g tk areondfloorji mcelhng gr .The rob ha`dlen m<to W pawerd wash 2.Smvedle:sadecmdby Ne Owwr.mMd Rwm,Lewdry,Fos ROm Bell evil end ,with eel's svrfvce built-in emt evil solid stGtt .1421CepcNudorrdonsur 20g--uoB 6rmrh Nrmib wiru'g. ® W- - ghvlfotl ) - 9.Wms maccosnufm shsr ilm hesmgktwuerd,0 t.SbeaR hrsrong ' doe®(Cdnbs[«'veemdlowence dE40OD+ RivoaBdJ W,ebdd.ram md'unhi. Sbowa Fittings Gmbe'Relses Ruac'02/-142,or TBD b.Pin Spm(s vad)bylmo33/8"dia.7umTC 18416W. radr{4 aarAtaa6k rork SAvsasebdsr. 3.Swiss We m Ceramb Tit,for flows ad wnW,and mend shows and nib As 7. Aeleadby Ow" inMdRoom,T'Rom Belli.laud mr ry.Pder Room.Bob', Side Kobns•Counn'K.2210 c. Water light incsdeemat Jun with line oregod BMh,Breda'sBM.Ends 2.Beet 3 end Bsh 4,Beth S.Beth 6 and 2w flora lamdry Sivk Faacev TBD($M) - Tdla Kebler'Portdt'K-3-106 d.UvdueeNna lighdv8ed interim mbfm ligbdng-Joao Tnk l2megdel 4.Sdia emfsesm,gW,tbrtandd all ferdvgadjemla sehmrse,geld Biel:KoMu Kde96 FJdD OFSPFiCB•IGTIONS Tub O000.()s-abMpool)'Pedom•nx36.2l udcr'eewt e. Stuite by C.fitm .wall Amoco and endemhe0 Pm-th MOwcer and S.Wad Raam:3H4ione.) ^gnummewv ink-maiod. rind br owmr(Sa Tub ROivges(f2mp) mm�lld by Conosmr.Ile Amhika wvamim me owrrcr oath ulecdooz floor pram/et laonomJ Slower. Tildwelhmdfloorw Moisuebmdw/mpwpnad2"mil . r se end clot tmpew,fun Jes,dog seeing.roll height Ahmer G 0emfe R.duvtxm by NUHm[«equal wim mem�mmficcwtrdm Bseoda'a eau TTIBviS TO BSDFADPD AND/OR CONFIRM®BY THE POPE'S e SALLY T a Wodmteeholdsse-Imr4(Now s11 doeshold-ofed) - doentdglmpmd.whheeidnefesebui inmtmam0dsrt I.Cabiwrysryle/Mendacrosr-Head-(knob,polls and field,)W gu(e.p.dor - ❑❑ ASSOCIATES H.Svske Demams Ouadq and lrrahom seooedumed by town of Bemwbe Bdd'isg b.Met rivhh•fmr i.melsedw will We and l come sans followed by 3 m4mm tluesGol,'ed lemM Cowdsewsmd Foe CIdefe'regtdmmum. roviceald ad finfah)mlm _ _ n olsmi- dbese)flom fw'vh.(Seenom f shows Rvivge:cute•Rdnxe Rustie'm-142:«TIED _ 2.Ali ..I.-an row We We xd«u - 00 .. gl®polymahaw( ldsss 7.OrtWom Slower. I. Audio Vtmelby DedBNBdld Subcwbesm.Caadiom wim Ow«r,Cmtrsaorad 3.Allouemicetwess .We Weeekmuafflocas.wvlla.dl isplashea �O l essee.J Shown Fining.7BD.fiddlaumifdaird Recbid SuD{Ysysmr. - 4.Rambiv8"'I"' mow _ e.Res mmbe mimed.CdoNehio wvplo mnmb6obdbdm/uchieedW 8,Ras DlbmemmdA[T � 5.Rumbing fining � umvamur•nessw•setertew4* '- Owv Mbeirapptood.. J. Pell housvacumn 6.dwidclt,n,wellecenae all msling Smvd Plum: 7.Floo,Makedd Sekaw-Wood Apeeio and widlW foe . C.Pi dg f� All inssad utuimp i d,gurcgvitd:lnwfmpaiaby Benjwb w 8.Appl'mv I Mom uod auras.pis by Sberrvin Williese'Du'dm'a exterior.Coloreslemd by I.Bdb2: DAISION I6-PJECMCAL-S3rppbnsn - 9•CSPsdnB Owhrr. Si.L K.Mu•Ca-'K-2210 10.FMreplarofadvg she beam metdd 1.Im'f« - - Sbk FevWc TBD a 1.P`oulde she nmin rmicelomd<wmin the main lows b--.Provide II.Dom llWwem-ineeri« m end ex[ed (and finish) Tdlm Kohler'F«beft seondmY brad moron be she gma8e all ek sew.dffow lmod y ' e.Wgh woe Co' rail td2cob dfigsb taro Osm•flel weshahk• Shower. I'ed wdla mdflwrm Moimsbustd w/mpperpu Yvd 2^mil sent 2.ProWdea Bmfhed emogermy gerwrararro reeve tk main haute ofsdmbk imp:pri and tlrorovvpeme.fmt m,dwludog.fullhei&sbmadw fibs Dssd.wim sdg auNss mreafmid,face eon. esPawM ro poxrr elm refrfderuor mdfra¢er,BSh+mB fn rorddon,sqN 48hting m. .Apil sot(v egghdl) SLowaFlW Gnb'Rtles RMe't27-162 )mco bu*vssm•1-0SkftmvememAbaMrwm.1-uter(ar sigNmg�emek main 1 p b.Pdntdwodbim.bomdwdvedng(mdf.Uheighl pendin. im g).Wwah.doors i fig. a sty vea(buk,sk Thchm renege,and then Smalls door opens.Jsh'dea-owl mdwiaw nds:pdmeded2coemof o0-bard Sdvlmpe o -g 'Slut: KOM wma'C 'K-Z210 - trmaQerswWA _ 3. ensd finish. Sink F.-TED PCboocsdn6a'mte o fsheev gWekaa wnd ro4ctkeelty sewmd ousts aqcred d tk or`uwr adlmoccm esuo. Toffm_ . •+nvm"woms 2.Eamdm Tutr Semis«Victoria evil Albuf"Ro: - Pk-men EIJ.EI2,FJ3 and El A, - hvrf h' 4.Provide=(gspma2"eoMuUpatAjl dsurkwd baom vwd a(mp Fin(mDr49arm a.White CedenP and R Side WsM Sh sed mberaw Min Tub FetOnq:TBD _ fmmtkn boss aedbk,d rornpiuu or emh ekvadw.Comdv`se tk apeclJk - hinglee(Ptoyrimed Shower: TOdwdbudnmrw Moimvehoedw/eopperPuandr" - kcmfoowdtkow od.-Moce. revLvbn amen bluc6fa6olpSmwedut - sod den t®peaed,Oemeles.ded estive.fWl beigM ehowerdow 5.Provide elm main snfce load-A rk mein hours hose- au-b.Wood him.natmhss.ularim suding.extedm dons,Wlfng.Posts.bdusmm. ud gim peael,with soDd•md.cw dwshdd.fnse end jambe _ sseudmy load eotm in she garage and she snoodfkar/au-1,, om " doom sea bedd bond Safr-.I-or primer ued 2 cute of Glen ell- Shown Ffmngs Gmbe'Rewes RMc'#77-142 6.Frauds aB pawerfrvme loNml.alocerkd.PlonbmB.PooJ a9dP+nent aedu beings 3.Barh4: bbed marml.CalmmmsN Mtnis widow etlecd Rohn.Gsegedwnmb frrlg m Sint Kohler'bxms'K.2210 7 Proik=eko c vdm laltq ryu m Boad's 6ah(by Nuhm mgwa pFtedadeksodor(bled,a Few Sink Fevoek TBD .. c. oen - wed BmmfVDrig: Tdil¢Kohls 8.Rfe drl'ns'nnsrvmftmc.cm mobs)I gfthree(3)eekphmpoes ksWodmtk ofdz . .. . mdclar mmprJed.hweles,dusleceing,fWi bright ebowcdomad Po potY.whkh wii-ohepowsr.cabk dtdephu -do,,rw`d.h hdehaM . DIVISION I0-SPECIALTIES 8lm pmel,wimedfd eutfem d� mdd,fse edjsmbs poulotevrdsgrorhd `edrde.eo"mmmr.aM labor for Na xerk.7Yenching • Sbowes Flufngs:Gmbe'Rdexe Re dc'm-142 povdedby others•A.Toes sod BM Aecrmodet by Resomdw Hvdwem,W.bworke«equal. 4.BM S. - SECVRRT` Sint K.Mu'Caston'K.22I0 1.Pouffeak-Eng ofaafts keel doors nth,guodhom and main boss and Data Allowmces for. Shek IF—TED poolaraar. - .. .. . Towd Bus $IODADonh Tdlo Kohkr'Pmmdt' 2.Pm-ideaUk wLtgr-b*,gmddevkmfortk kederoeaansysmm.c bon Paper Holden:f60D0ewb Tub:Sunris mmeorlFry.Fein,-deeeskn.,a .rile ses, r A.wmms.1-idea . Towel Ring: S6011Dorb Tub Firsts:TED Robelioekt SQMe1L Shower.Tild wWs and floras moimme board w/ropes pm ad 2"miles smtolpmwl/mmonisminBP`apaw. I rayuo pemd,foonol-dust sedvg,fdl bright deower done and SaBY saran taesomte end d B.Closet Sheba:ConlmaarmpimwoddW-vd Polfabd Chino-leis. gim peul,vnm ad'W wdoce Mmshold,raceend jmhs sum.ova au a.coe me arrow p"o Shown Fitting:Gmhe,•Rowse Rude'i27-142 Nod ao�vt ma remm •Ale s•ePesr s meaty �emtlmv.lia end roc�m be oral,'me4 eepomhd a Prtlased,5.Pe nk, amPwt wsbm me�•®.wnmst mAT - - pemda,dsaay wssa DIVISION II-EQUIPMENT Sink,'Kohta'Iru Toad K4555 ' Sink Porous Kohlu'Vlomm'K1A1 � � - 1 .. - (ob era'104 A.Apylieacex Canfrmed end supplied by Orne,and imWltd by Conbatlm. 6.BOW 6: - Sink: Koms'Cestoo K-2210 - devwn' e:hechea' Ktmben: Sink Ftbcek TED - .wit M.ib• da1ei 10.?L,7D09 RddgenmNFtsr.(2)Sub-27-SS i-F-sed udl wfh SS Psvda. s�Kohler er'Bawvft'no«w Mdemm hind w/wpptrpu ad Tmva es . him rated n h.dlo(«egsel) end dmrmupved.framelm.dal asin8,doll hoghlebowudomad _ DhhwMetote,t IS- glmpul,vvith ado_f.Thmhdd.fe uljmm SPECIFICATIONS Trott C«vpcmr-lS ' - Rmgs 48"SS al fi tribe by ViNng,Wolf m o d Issue,wtm w Veto sup110 Shown RtMg:GtWe'Relaxa Rasdc'fP-142 .- Had:48^doundl NikingmThesmadm)m]oil ims[(Bcsm Vm-a-Road) with wad minds demos C.Went A9uspes aspPtY piping.S'm AdFidotfm meaim®wmr peewit. i Mie'owave:24"KiWxa Aid m err - w'eehuudDryerhook-apt(2)Side by ridefmmlwdus D.Hm Weer.Gm Cd avdlable)find Fos aasrbvk,l00 gel.rffi.Add roe'vcalemr Garbeg Dap®(d•nawdbywpde)bYlemakeramr p'v�Vewcesvey mhomt bs wamrmmhemelaoeiom. P . X BhdW.P..t r. E.Swiss,:Sepde ddgnd by DiAse Eugimerfug.All wsmp m rsu b pi be ra shove 1 Wlm Coulm ZF'Wl,Sum err equd wim wood puts and belmv Bede - Dim e wM 2A^doe.-wim wand peach P.Pbwm rob afFHAW FanbyKnm m et,Hingtw «Bros, egml.Sebaiw wner.byO , 1 a2 "-ia segvima m supply Canhmam with infoimedw pusnmt in och vpplievs for Aldws d reldws s Derormm lld ieneew. . B.Bnmad-Pone:Pevmwic megml. . r Popeo Y y. 7 h Residence i— '!I t k3'` Fa Cm"e8En9a Road+etls 14, x I v � � I I I•r� �' I � ( r M m. Lmm s nr,•WwnLwtrn> % �-'-- —'.\' \ ffJH'rawl°YaQwarrmlr I i Ifi i ."" - — --- r.i ---- ��---- — -- --4 - .�.,., — r:' r—� ...a.: I I ..; � I-• "I .I. .�I,en,=---------—I" �7ilw----- �:.;�n•.r — �-1 I - ' At ,, .. ... c..` ::.,I,:. I rd�+,•a ems.".�=.'" I I I j _ i,.`�. I .. I. I '' � ,L I � ¢ I y i — o >.. rr rr w• I I I . ,:ar,' B+z•• I T-Im ---I I j ------ ----- -- ----- i - I. — — — --L - y no' I t I I yA e«y.mrauwav I I I r + r _ ,.- i �i I r-- "1 I I w.rw" 1w" � � fML' 19.WNAL Hoag La L, r+ a • — 1" I. - (x�A ,Y�LWn I —r r— --- i — --- -------- I j I - I I - r,( I n: I I ,r • a • ;.I I I I I� _ i .. I � WwR 1%1 I �INW H� I rL' u.L,wt R' mrvL7 IT. & ASSOCIATES rVSALLY I I I I i I Kv I I I I ..---- a , 10... eN ANWN®LUIN6�.. II Wr "'Mivvuemw. mW maim �I®6.vLummm.umhm.°°bham�botuv,.mmmam.msbeha m,a.,.a.tirarr,..am :oo°aa � � �wmtr"�"mr®,m b..avrel.wrruamaiemmaw.m..w�e.lemmLn. i - i ' . I I �m�mm:m.m® `°"" �m.mLw.mbamL�Nrw wm r'�°: w� �.er'cpn: m. 1mel°wW�w:fbmo�ix>=>ww..ww®�'amm - I a w��mwmmnmr.em�.rrmw�amemlw�. .P m�mm�um 'L®m. m.m,mm.mm. m.mmm,em.�m..om�boro®nma®. —� �.=_ m.mm:parr®L rr1.,L _ ��m.mmtrma;rtramb,m.m I I >:ma�mmtr.m�bm.�m.�1•N.�mm���.,.tr1�,rmmo.�m».W�' .�m.�mJ�m.mm,.m��r3mw., . � - I I I x �u nmm.�.r.�mo�-r..wmuwmrmwma.umrmmav r�m�awumwm.�e®mu. �i.mromo®wuba�ro..b . I 3 M mw.mm �„m�ameHmmblrQjM9W .��.�.m� meNmmb.mmmL®w.abvlsaA m,mrm+mo...r.rn°mw-,, _ I �'mx I I Mw�tmm�b® m�Y ,m®m� I f�ee,�wmWl bmeMllvlW®P4�b•h.etvmv mmltre ' m " I I � I I � , ��®rm"'m,m��i'"��s•�r�,�.®,.m..°ma�m.m m.�rmmm ssrnucnm..L�Na�mr.3•n®m...e rm�.rrmma.m,..0 I" I I13. tsars m:W m�,,,w,urrm�,m "! � � � I I u:��q� ae�m.�m..ummm.mmmm�ma„�wma.�semro,mtim. a�®�m'"•Nammmmm � ',t' �mr la.0,eemmm�w.0 m-.lmrsr, m.mw.=nno.,.,.�mnmemmam�n�..m m.omrb,:�. ""' xa I I I , mm m.�lmrmm®e.nm amm..m e1�m r.mr.mr mar,m m<arma�m,.m•"`�••am. j w r w®vr� �� ® ate m I L----------------� I `� r m.so�wommme�wm mn-e.am"armmmm�,.ua maq®.vev>uwvmwmt ��a emp.W bm..e.ro. ,o�taemu � - POONDATION/BASII.¢'H'I'P1.AW . - ^d • r I ---— ———— mm .. wr Pop eo Residence i Caffiage Read Ostrnille.Mac husetts. a Jwt ffi 1 r. •aM AYr• M ,l y tsYig ZJ -- - ---- -_ a A3>�.. u - o ,� y{ •' EeE''Y• s'.'_. f Nt " I :a a x�mra� // 'N Yu#i re() v,4 VL 1 P 4•M•u R iu: #i1n FI111' Y i , to m °'7 F- I I Irwiwe""" I1 I II r..rb•L'"""�•...1 11 ® ^.. _ I1I! 3 0 k PC D �8'{.� �� ��' II I '. I-. __ i �'t�r �ii I ii �-° 1n.x - II �T,{ � a• l , I, I iY nw�7a/� �.GINIx I' 11 I x1 _ H' ;=Lrual utxLtl. xrT -II.. _ — I_6_.� - - __ •d al .. . If( a 4�. .. Li 'TI.rtunixiaA III K I JI I fey 11 ..._._ A 1 4 J L ",tea aY -ir __ = c/ andeya xs .� `{}_ �1 ey --Ir f1M4•-I _- In1VL Is'.I ..h .. NIV ..1•Ly: .p 4D' ml:twa 15 M1'l '..W'eY'6 Lri'-_a .YI .. ""0" ✓�I 214 S.IY .. .11 I a a - 9L,p,,a x• # rJ ,s T7%• j I i I �1r� � m I::' i I i I � � W.�,L.�..a•� � � `y'. "� _ I'm m1m L - --IT--1 - - _It eN. _-rr--•__n-- —� L.ae.nti - j f/ n°. 11:i• w,� i _ I d, a , ..�wpip p ar E w pia ate. ig u I�L`T.'.air ,I '�I II _M pl - I.i dye• v.� Y- n:,j, s,,: /� ,.F^ �TLt .. q• f M1' N'r P6%' � � , _ _ Nh H4... h. H#. L..1ri. = q ( w I#h' S1Y H' 5`91' IG II �.•. ! 1 .:•i'.. IrxlW Y ,:{ yluuiasl�'. mm ai 71 e _I pe a '11 ON* IV �19 if ._ ... - SALLY WESTON +m1 er x'a M11�L i i I I I 11s m: a FMT PLOOR PLAN , w N:6• It:f .. C-6' - -- A 1.2 w. Popeo Residence ' a {tfi' rbe rbri• fafi Carriage Road 9 10. 1 .Ostuvi.,MasaacLuseas 90 Alt cs� pxY 'Anlia•: h Yu. ,� fI d 1 OtcC _ \\ N H k/l •{ql 1� fbY' •� h'n aM: �`+tAy'_ p� ( imwusU T.nwwn) Y. 5 afi'. u I, r 1u' s s-uY•: ti...fff///fff 5 1 f]l u' " •\�� 5'R' Sly F 6'M1' 1]S 1 �th, • 1�'i 1%14• _ 1 Ty I I 111 L' -- / AN - / II 6 w'b'rad r .... " - - We N'M.' Pow�fT Naf 15 9s�"Yu 4 /lA ...W' flew k' ,dk'u� N IYfA •.�, MA to - III x to ZIA f� O ...: ... Ins '� " - N N P• t Y f%ir 1ma. - � f� M - �a..��v�. �fi. ' 11. 59•• r.� i �... I � aA1 1. .tP �§ _ �• ' Q �W1k' k I 'm++l NMn� �(9{P- hr - • � 'y f •n nnnY ]sh' Po. '°a, 1.A N`°" 7 ) - -- 99"I'P'."_ - _ .. b—.— _ � .. e _ _ , . � �fl .. '�' .lAIX 1Y1NbM I'16• \ I- M 51 d qe M' w n' s�b' � klll:� fi JdAItI.AAu- � �� C.•I� ��l +Po �v°�+rY Yh• I .:' Ar f efi' 1n C'I` w7 • -, 4'3 S ffi' 4d I; .. � F{ -..��* 1yt • � 1'>ti' /mu9Mrw—/ Y {1• # i.�..• '1r . / 11tr : * I. i " 'k �D Ytl I e rtW /fu mo i C Jili t✓mNnwuNM 1 Pv .. � � � .,� � _ �, � _ � - Nd ebh• w' ` � ea4• �I•:� ev4• w• • ( ' , i N,AH• i SALLY WESTON ASSOCIATES At i rl Y a = ''-I'Y" lo,usml .. • SECOND FLOOR PLAN: • � I tt „t1s' t<sM -��'° TA i13 Popeo �q Residence 311 . MWYui I � i ' �MnIW11nt 'WmY I` i . • - SALLY WESTON . .. - ASSOCIATBS YV ' P1L.'/GII -L(t� 1 1 '•. _ _ 1P y - _ATTIC FLOOR PLAN -FF Al - ... .. ... I Popeo _ Residence ` AucN yPo ��as ea u l" _ Carriage Road Osterville,Mamehusetts ' 24:0llDhpl`'IIA 46 / _ hero 1P.01m flroR ryMl%de 1A.w pig pa?B � � �€ � ° ✓/ � I .. 4PMUD01}R'L14R' *Dal �arGR1aM'LNr AIBPt�Ygt q - �`I. . 4, NBB WPp I 1Ra11Y ul 4 } R IO md•lAffrroB�. ..I f I. ' l� �' Btal.u'-to� •'Ixh�uer.+ty) .-4�' � e�:tb''lwp ;� I � ; �i mrAelABu1R •' All I . - 17yP: od 041 -- 2 `,•' a �... � ,.;Ui L.Mn•� v3 ��eyy! � au I raBtRao4 , ww s f 7.0.%M6PJAPMRA.rytN2 - - - ---Ii. U 17 u e EAR D&1Mt(d NUgtDOL1 e1Mtt f inn Me f MB DUfA1L a AIroRDOAI FINk el} WJ Gn+'x n eg I 6/fi5 'IRwO - Qf � 4 114''P'D° - I I 11a'-I'D' _ * • - jgal"P`+}p�y .y.� _ - - . aml oma a�m.m�ra�V>mtmmrmm.ma i t�wrralrP DDeBdatt - - n}uvkv ,� xeRmslem�ou®,em.m er+`.u®rm . 1 .aroma Imc„®nm coowomc .m yulwgb?rs{Ip1 nbu 16UDRtT1YbNK SALLY WESTON ,41l ASSOCIATES . Yq'•I''DP Pd1�fe4asEi'A0d ❑❑ lwr Ilk ^ \� aa.Ra f A a 1.iwvnroROVRom"... e / a i.R 1p lima 5gq6pa}I! 6' e'�nnnt:dcpo} L N la IapN bona(u,Watm . -� � E4e(�I•I a\Y a'4• c . rut, '•t'' f��... 2,a to 1AIm YwaRpkf6�- eS' - — 1�6 SaDAnp .• :� RI IB 4RrkryR}pltE PRUVwDY'uIR�BF4APE 9rldG q:aY Wp�41b"' plw/wORINI EPAVDP�gUd M. _ - i — 1' - I�.. I t a _� 1 ._•... AblladftgNlWDarb'g1YE I ..'. 'Waa Ira 44G•oyIBPB a i q:? Dy ' wna}o!: os.ayw nAvotlmo�pe► 9y M9 rvx mvw was vawo c, mo9 s ay.lttdux 9� ar ���+ ' .pPoR iRWiM 8 14!•�• 7 iF. IME i qr1. rWY�Y+Oy° .. utf -•� rwP lRatst/j.IV u.. i Rw.APnt /6/4 x. QRairala Iin- /ear �Ppra0.lvlNM v I — �/ 149WNI➢/ _ m�e.R..m mash mw I,'' ' " I" Ix ro I} - (klMgtll nCIpV ,ml madeam�:wn.a ka" ' BGR - ) LL'h - mg. try. IMW P c. �aa naov J _ 041� _ 1 5 R Rkl"�1-�1e __ - ... � B{BY:Dahl' 1 • w } 9 a _ yyxn: eMcke6, _ ppLugUM{Gr�6NW4 4 Z 4 II1'�—� .�,MOMrm 1Y.000n BUILDING SECTION 4 AND . EXTERIOR DETABS AT MUDROOM'LINK' I-4 fW1.EAU V%ILtftLMN0M 0MV0V0A'LINK Q', IfANKMIMLeMUDR00A fbW -FX16V&1T141VE - �, '.�'.'i�k?A�EDEAIL�_qtEBP.RaaF.or'ldVR1±0aMlbhc-.Nddfuoa. Popeo -• i ' ' Residence c Carriage Road / LY �dS-sloth_ - • a ille Massachusetts Ostf.9, i ,�\%"rX;�./\ mwm&r'" ia. � ia�RF1MB GlgB(°ti). C"`�ilaaB((4�" !. ursnw 11 k611(AO �.' . l� L 1e.1'Iha4fYH6°✓GMpN�ip� ,�,R}' 1NM7 _�. — �� 4 = ..4: i 9 t�sv.,if;oW l 3 a a I '— 7»p RRNBm by ! n - 1.tandwNNq�• ROInNt _ -m. ptlYN4 .77 IY� WI6g7 YB°th .. p 1 N aT (14 WiN`Of6 fl imM 1A•Ra.7 '(kw'* • I / J .. _ _ _ _ .. II!.IOM alolllafB6BL8 . tR 0040 - II I` dJ° o�w91ww�L• I V'1' lP�_PAVE-trLAl6—C'f�FA'it.JillRBt9i 6k(�'14� T `dnfuu 2 DAUB 17E& EsIfSD.VOP6m �94) � � �Y�` '1e@.M!QR EAVB.D&1AI4(?.Gkblk•WBttf MDC �3;< m7MaNw fh i•o "aw W�mF�.dWeW°.,.IumEPL.aMo.fir - SALLY WESTON - Nk°. ASSOCIATES ❑o WN 'aln°1N• - - . h• �B ..�I . ` � A � � • '. ermmsmr.Mmamv•Amnvnups , 70 (41 to NA7pR . • a`grren..amce'.`�°M�",�uu m r1s' , Y. y.giro CryWll P� Ne16 - " c`� . .y l ryro� w I - W7WN Nd� _ 1.0.MfyueR�Uit .. y,v .. l n•5�:. "'+°.. _-�_.--_�Pbs�&x twp���°rsleo .. ` � _ 6 '�+ � - EIBI�9.1° $° - 3/k° '.'�r -a4/�9� rM.fon mr� - .,.. '. „�^a°... .. ... .... . - �. urt.ir•6nh^� _'4 It uu :r' wawvirn 0�wl Nil at I a , .R 14.Y4 4TIa N o a :!a .�1 aib°wauNb osmr.aeo°nN�ame . p w 1•Y.411f ihFlfh k,a.p ali' .iwYl' ' jllh 16 A'7ti{M0.141° _.:9. ���H26NtHW�W1.6tMlif�M1WWOW � •. - o t, >+•�vbm m�n,mmeand�.ermgemumaw ttt• Nmeeoamu.e..m.®+n �es°m ' Rsm Aa,tl¢a.me u°ac oam°c mcq�4R°,od� g - ax $ �, pmm1,�m Mdeab°R-Wm m.e�,m.wmm E � 11N +4 c� suram,,.mAam Ai�Maw IY - _ .. _ wir{slerwYutmN w�u " BUILDING SEC170N S. J AND � ' "Ww�was a.so•s!I') I. _ _ SAVE VBiAIL:('i 6ARAAp 15oR5/SAFy GDRMNa•1'OaYf t�5� � 'L�1LdL. •, E7CCERlOG R�DGEETAII. ��1f( pp _ E,DSiAI��. IKA6&. ORh-(45)�.' S • AT BuIWR6 0c a m MAGI t A3.5 �I Residence T � Popeo • k5 R tf nc Qbt, a 1-- �- rI.M t_II QR om Irr — WR .u. ":efioriYrned•».«i,'6rF.wm O eq. .. .i. '�mr°.m•`ommr0e°-ei Se�err..O�m �wrQC�abaea mr.Tee o O: NASe 4AXA11 . FTF FLOOR 'FURNITURE LAYOUT PLAN+ .. _ F1.1 P—e -' op o Residence OA�s C-iap Road - 'u r � dli lk I I I s r q K I W l a14 f 11 1 i Imn bm M�� f hod I « � �trwa. Nprr a.� - - t II SALLY TON (� R V 1 ASSOCIATES I roam:«ul4 I I SEC R FURNITURE LAYOIffPi.AN TOP OF FDN. 21.80 (MAIN) TOP OF FDN. 18.30 (GUEST) 24"C.I.FRAME&COVER+(WITHIN 6"OF GRADE) LEACHING TRENCH PLAN TEST PIT 1 TEST PIT 6 FIN.GRADE 20.00 (MAIN) SYSTEM PROFILE FIN.GRADE 18.00 (GUEST) FIN.GRADE 18.70 �7G SECTION DETAILS DATE: 1/18,02 G.S. ELEV. 14.00 DATE: 1/18/02 G.S. ELEV. 14.00 NOT TO SCALE ✓ 4"CLEANOUT NOT TO SCALE FOR 3 BR DWELLING VENT ELEV. DEPTH SOIL DESCRIPTION ELEV. DEPTH SOIL DESCRIPTION FIN. GRADE 17.50 ODOR CONTROL REQ'D 34 FT._ 17.75(MAX) ' ' '-i I I- -1 I I-I I I I-III- 1 I ACTIVATED CARBON FILTER) VENT Ap 10 YR 3/2 LOAMY SAND Ap 10 YR 3/2 LOAMY SAND 9"MIN. III- FIN.GRADE 15.83(MIN) <2%GRAVEL,<2%COBBLES <2%GRAVEL,<2%COBBLES If WEAK Gr,V.FRIABLE WEAK Gr,V.FRIABLE -I I I L-1 I I�I� 13.00 12" 13.00 12' c 36"MAX. 24' 24' .,, 4"INSPECTION PORT i-III- - 15'MIN. a, 6' VENTED 9"MIN. SEE NOTES BELOW .-. BE LAID A FIRM COMPA 3 U-PIPE 36"MAX. 4"0 - - ' '-� I I-I '. - I- 3'MIN / Bw SAND 2.5Y 6/3 PIPE TO ON -I I Bw SAND 2.5Y 6 3 o COMPACTED BED L= 20 FT. - 6° _ - _ i-� I 1 I _ <2%GRAVEL<2%COBBLES <2%GRAVEL<2%COBBLES 4'(� 3" FLOW 14�� 5=0.01FT/FT. I I -"'-i I�I I „ _I W SAB FRIABLE W SAB FRIABLE Y' w L= 74 FT. - - 12" 12" 4„0 2„ TOP OF TRENCH EL. 14.75 - 11.00 24" 11.50 18" A 21 LINE (LEVEL FOR 2') I I = 2 FT.EFFCTIVE WIDTH(TYP.) A�,, °J S S=.02 FT/FT. 24" 24' W a _I v (TO MAIN) L=81 FT. 6, 15" I l LL C 2.5Y 6/2 C 2.5Y 6/2 _ W tz- S=.01FT/FT. II 3 �I SAND SAND •��/�4,0 w o 0 0000000 I W) 0 v L= 55FT 00 00 000�0 L=70FT. I I 1 5%GRAVEL IO%COBBLES 5%GRAVEL10%COBBLES N a O oop 0 00 - rn �o 0 S=.02 FT/FT. _ (48 HOUR) 2" S=0.005 FT/FT. I I 2.0 FT. I_I MAX 6 FT.(TYP.) 4.00 120" N 0 > (TO GUEST) 00 COMPARTMENT 6 LAYER CR.STONE7 _ HIGH GROUNDWATER TABLE 4.00 120" HIGH GROUNDWATER TABLE W 0 0 00 6" J #1=2000GAL (24HOUR) GAS 1n 111 (MIN) BOTTOM OF TRENCH EL. 11.90 _ AA'' = DEFLECTOR (30Z L x 152 W X 19 H) TRENCHES TO BE USED FOR W oN o o RESERVE AREA) �' Q COMPARTMENT � BLDG.INV.(MAIN HOUSE) 17.14 #2=1000GAL PIPE INV. 14.25 i 0 BLDG.INV.(GUEST HOUSE) 16.76 DISTRIBUTION 5 FT.MIN. O o o O O Oo 00 0 0000 Y DISTANCE 2"LAYER 0 1-4 oag oho LAYER CR.STONE O o0 00 0o BOX PIPE INV. 13.90 4"�PIPE •� 0 0 0 6o O oopoO�oo O�o�OOO o000000o O OOOOO „ 7.90 FT.PROVIDED WASHED STONE00 Q v o ,fl O(bo 0 0 (JOLLEY OR EQUAL) FREE FROM DUST&FINES DISTRIBUTION BOX o o 4 INSPECTION PORT 15'MIN. GROUNDWATER:"DONE OBSERVED GROUNDWATER:NONE OBSERVED 3 000 GAL. SEPTIC TANK INLET EL. 14.60 _ SEE NOTES ATER TABLE IS-120" HIGH GROUNDWATER TABLE IS-120" ® o HIGH GROUNDWATER -I 11=I I .I!i i I--=1_, 1 I- 3 BELOW THE SURFACE BASED ON BELOW THE SURFACE BASED ON o TWO COMPARTMENT MAX. GROUNDWATER EL=4.00± _ - TWO COMPARTMENT� 11 �V� C�V OUTLET EL. 14.43 13"MIN. (JOLLEY PRECAST 3000 OR EQUAL) LEACHING TRENCH -III _\ DEPTH OF HOLE DEPTH OF HOLE INLET EL. 15.66 36"MAX. EL.= 14.75 (SEE DETAIL) O O OI I O I MAX OUTLET EL. 15.41 I I EFFECTIVE PERCOLATION TEST DATA Li * SEPTIC TANK NOTES: DISTRIBUTION BOX NOTES: INPSECTION PORT NOTES: DEPTH 2-OFT. n INSTALL TEE IN CONFORMANCE WITH REGULATIONS. (G.W.EL.=4.00±) 1. SEPTIC TANK TO BE WATERTIGHTANDTO MEETASTM 1. DISTRIBUTION BOXTO BE PRECASTCONC.W/BAFFLE 1. INSTALLA MINIMUM OF ONE INSPECTION PORT TEST No. DATE: RATE: DEPTH: ELEV: NOTES: STANDARD C1227-93,SET ON LEVEL BASE,ON AND WATERTIGHT COVER. CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED BOTTOM OF 5 FT.MIN. o� +WHEN DESIGN FLOW EXCEEDS 2000 COMPACTED GRAVEL(95%)IF IN FILL OR 6"STONE IF 2. PROVIDE MINIMUM 6"SUMP BELOW OUTLET INVERT. VERTICALLY DOWN INTO THE STONE TO THE NATURALLY 3/4"TO 1-1/2" HOLE 1 I./18/02 <2 MPI 39" 10.75 DESIGN @<5 MPI � GPD,PROVIDE TWO 24-INCH IN NATIVE GROUND. OCCURRING SOIL OR SAND FILL BELOW THE STONE. THE TRENCH EL. 11.90 DISTANCE ° DBL.WASHED STONE 7.90 FT.PROVIDED •• DIAMETER MANHOLES(OVER INLET 2. DOUBLE COMPARTMENT TANK;48 HOUR AND 24 3. SET ON LEVEL BASE OF COMPACTED GRAVEL(95/0)IF IN PIPE SHALL BE CAPPED WITH A SCREW TYPE CAPE AND HOLE 6 /1u/J2 <2 MPI 39" 10.75 r✓ > +�- FILL OR 6"STONE IF IN NATIVE GROUND. ACCESSIBLE TO WITHIN THREE INCHES OF FINISH GRADE. (FREE OF DUST&FINES) DESIGN @<5 MPI Q O 4- AND OUTLET TEES)WITH C.I.FRAMES HOUR DETENTION TIME=3000 GAL.MINIMUM O Y C) AND COVERS 6"TO FINISHED GRADE. 4. RISER TO BE INSTALLED ON D-BOX WITH>9"COVER = WITNESSED BY:DA'✓ID STANTON O- v o 3. SEPTIC TANK SHALL HAVE MANUFACTURER'S Q/C MAX.GROUNDWATER EL=4.00± 10 O 3 r2 SEAL. SOIL EVALUATION I,Y:LEONARD R.BRADLEY,JR.,P.E. � i U V u N (3 i In 82/17MAP 71 PARCEL 11-11 �' o ;� " DESIGN FLOW: DISPOSAL SYSTEM: PERC.RATE= <5MPI �, a N�F ABREVIATIONS: Co JOHN F. L YDIA G. SMITH BEDROOMS a 0 9 BE OOMS @ 110 GPD=990 GPD SYSTEM TYPE:5 TRENCHES,70'LONG,2'WIDE,2'DEEP O 7 0 _ DESIGN RATE_ <SMPI,CLASS I L.T.A.R.= 0.7�PD/S.F. U) CERTIFICA TE MAP L 12 + R - / .F.- CO R SUB FLOOR 50/(GRINDER) 495 GPD - 14732 71 PA C TSF TOP OF ' _ EXISTING EQ'D AREA 1,485GPD/ 0 74GPD S 2,pp .F. 7p0 TREES TO N/F TOTAL DESIGN FLOW 1,485GPD N TF TOP OF FOUNDATION PHILIP PAT713ERG & PROVIDED: FGp�D pqp REMAIN LINDA MEIXNER SEPTIC TANK: BOTTOM 700S.F. X 0.74GPD/S.F.= 518GPD q7N L.C. PLAN 15254V DESIGN FLOW= 990 GPD .• �/ y ' CERTFICATE 141362 I - SIDE 1,400S.F. X0.74GPD/S.F.= 1,036GPD rr�y�y � s UP 107 1/ TW=16.4 1ST COMPARTMENT 1,980 GAL(48 HR DETENTION TOTAL 2,100S.F. X 0.74 GPD/S.F.= 1,554GPD O O O a u ` }4 BW=14.0 TW=20.1 SIZE PROVIDED= 2,000 GAL BW=12.0 >2,007 S.F.OK. >1,485 GPD OK. a\ ',p \,o 2ND COMPARTMENT= 990GAL(24 HR DETENTION >, PROPOSED LEACHING ' -x,/.� -` PROPOSED m u SIZE PROVIDED= 1,000 GAL CATCH BASIN 2 �� 0 SILT FENCE Ln RIM=17.4 k vBW=12.4 (� -..� Fill Specifications: V FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL CONSIST OF SELECT > U O Q I UP 1 7/1 ON-SITE OR IMPORTED SOIL MATERIAL. THE FILL SHALL BE COMPRISED OF CLEAN RESERVE AREA \� ',. GARAGE \ _ ) GRANULAR SAND,FREE OF ORGANIC MATTER AND DELETERIOUS SUBSTANCES. �p TYPICAL ' 5LAB �j ., Y✓V MAP 71 PARCEL 13 m MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THELn EXISTING \ 180Q \ \ \ N/F TREES TO :' \ 1e.o JOHN F. & LYDIA G. SMITH Z ( FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES. A MINIMUM OF 111 REMAIN N_ \ L.C. PLAN 15354D w 9 ONE SIEVE ANALYSIS SHALL BE PERFORMED, USING A#4 SIEVE,ON A REPRESENTATIVE - 1 CERTIFICATE 138318 2 ! o �r �� w•� � 18.0 "•0 T51=19 50 .� SAMPLE OF THE FILL. UP TO 45/°BY WEIGHT OF THE FILL SAMPLE MAYBE RETAINED MAP 71 PARCEL 11-10 N \ _ p \ N a N F 6 --1 � �181 v w F ON THE#4 SIEVE. SIEVE ANALYSIS SHALL ALSO BE PERFORMED ON THE FRACTION O I SLA3I10. O ,, • E OF THE FILL SAMPLE PASSING THE#4 SIEVE,SUCH.ANALYSIS SHALL DEMONSTRATE PRICILLA M. HOSTETTER FAkO�r� � � >> ,\ Q � � p �� ) ` A THE M.?LTl.r AL\er ""T!!M E t)!.I..OWINC 5°�Cbflr n�lc Ul IRS CERTIFICATE PR. o-eox �g s _ Ui p �� T1-! T an EFFECTIVE %THATMUST _ 4" INSPECTION PORT ( c o ' w y � cn S=0.01 FT/FT `J.. \ I SIEVE SIZE PARTIAL SIZE PASS SIEVE O p (SEE INSPECTION , /j / PROPOSED I / m ry N '� PORT NOTES) _ TP {/, POOL /� 'r #4 4.75 mm 100% 07 ( m #50 0.30 mm 10%-100% " l / a,r 7Q � `\ \ #100 0.15 mm 0%-20% b�0 r 6, L-55� \ �_ #200 0.075 mm 0%-5% N r+ O N r� 0 �S=0.02 �--- - PRIOR TO PLACEMENT OF THE FILL,WHICH SHALL BE STOCKPILED ATTHE EDGE OF BENCHMARK FT/FT 1 - \ / \ �r �_, THE EXCAVATION AND FILLED IN GRADUALLY,THE BOTTOM SURFACE OFTHE SET IN UP 16 i )�, �a ELEV.=20.54 / Z 1 / A-2 \ EXCAVATION SHALL BE SCARIFIED AND RELATIVELY DRY. FILL SHALL NOT BE PLACED / o a,' DATUM NGVD'29 a, ' . ', r 102 �' GARAGE 11 N O TW 16.4 A_1 EL h IF THE WATER TABLE ELEVATIONS ABOVE THE ELEVATION OF THE BOTTOM OF THE VUGCHANN 8M/N L,"A0=19 5(} � ¢ BW=13.0 EXCAVATION,THE EXCAVATION SHALL BE DEWATERED AS NECESSARY. O 0 e MAP 71 2- 1 -- .. ..... ,n„ ...: .. .� .... ...,,a... .: - ... - , r.. ._ t PARCEL 11 9 ,;, F.. � , 6 \ � ; Specifications & Design Notes N F `"'� ' L-74 DAMES K. & UP 5=©.0 1. M FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE SHALL BE CONSTRUCTED E THE SYSTEM C7 . 1&7.75 zSMN PROPOSED v� FT/F �.y. I �� \ v KA774LEEN L. MINGLE -- IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF 310 CMR 15.00 THE STATE ENVIRON CERTIFICATE 160263 SEPTIC TANK of 0 0 _ -- a. \4 ��--_-�� \ �� MENTAL CODE,TITLE 5:MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF 1 g n2 \ 10O --- / \ \ SANITARY SEWAGE.THE SYSTEM SHALL ALSO MEETTHE LATEST LOCAL,MUNICIPAL,AND N wy 2 REGIONAL REQUIREMENTS. 63 PROPOSED LEACH!"G +? UP 07/2 \ ! \ 2. THE PIPE FROM THE BUILDING TO THE SEPTIC TANK SHALL BE CONSTRUCTED N co J I ^7 ^ \ \ \ \ 0 STRUCTED OF CORROSION s•.; ; °_ - CATCH BASIN 1 4 6 ., ;;.` : '• RESISTANT MATERIAL AND EQUIPPED WITH WATERTIGHT JOINTS;CAST IRON,SCHEDULE 40 PVC + G -� RIM=18.5 A 5 D ' \ OR THE EQUIVALENT(LAID ON A FIRM COMPACTED BED). W I'R PROPOSED LEACHING DWELLING 3. SOLID WALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC(POLYVINYL CHLORIDE) CATCH BASIN 3 ,TSF, 21 50 / Or �p \ 'L/F� MANUFACTURED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF ASTM D 3034. N RIM=18.9 ryY1 N TF ^0 31 \ A_6 ti JOINTS SHALL BE SOLVENT WELDED TYPE(TIGHT JOINTS). Lfl e SLAB 11 0 " 20 4. THE SEPTIC TANK SHALL BE A PRECAST REINFORCED CONCRETE STRUCTURE WITH A a-+ C0 \ �'q7 \ HEAVY DUTY COVER(HS20 WHEEL LOADING). THE CONCRETE SHALL HAVE A MINIMUM �� O -O EXISTING Iv TW=17.0 `" "' �Go c`' 2 \ �Q COMPRESSIVE STRENGTH OF 4000 PSI AFTER 28 DAYS. TANK TO BE PRECAST WITH (T5 TREES TO - �� ; , ', BW=14.0 ` ' ' \ SITE �/ti \ SUITABLE ACCESS COVERS AND PIPE PENETRATION KNOCKOUTS.SEE BARNSTABLE BOARD O REMAIN �� I �' G \ MAP 71 PARCEL 15-2 OF HEALTH REGULATIONS FOR TANK SPECIFICATIONS. p \ k `y \ eU/LDI \ °� 2�p, t%r,1;' o \ AREA = 90,414f S F. (TO WETLAND EDGE) ' cr3 °atei NG SE y Z \ 2,08 ACRES (TO H�ETLAND EDGE) 1 5. THE DISTRIBUTION BOX SHALL BE A PRECAST CONCRETE STRUCTURE WITH A BAFFLE bJ) SACK \ 2Q' , C �l / "'r[' \ \ AND SUITABLE PIPE PENETRATION KNOCKOUTS. I /8\ }`x' A-7 2.82 ACRES (TO MEAN HIGH WATER) U U) aj 6. CONCRETE FOR ALL STRUCTURES(DISTRIBUTION BOX,GALLEY,CHAMBER,PIT,AND DIFFUSER) •� i 1 \ 9 \ SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AFTER 28 DAYS. Q O U PROPOSED \ ,. . 'r n✓ IRRIGATION WELL INTERIOR/) BS 11 0 7. CAST IRON ACCESS MANHOLE FRAME AND COVER,WHEN REQUIRED,SHALL HAVE AN INTERIOR DIMENSION SUITABLE FOR REMOVAL OF CONCRETE INSPECTION COVERS,AND W cb \ SHALL ALSO BE MEDIUM OR HEAVY DUTY,AS NOTED. �^ i PROPOSED LEACHING „ �6 S 15.a EDGE OF FLAGGED \ w+ \ WETLAND BORDERING VEGETATIVE 8 STM D178 )WITH I CATCH BASIN 2 \ 4 WETLAND V 2 ROWS PERFORATION HOLES PER PI ORIFICES / TO / . \ RDERING VEGETAT PERFORATED PIPE,WHEN REQUIRED SHALL BE SCHEDULE 40 PVC(A 5 W .�I RIM=17.8 \ '' 5 (B W) \ OW OF O ION 0 S PE 0 3 8" 5 8" 7/$ MAP 71 PARCEL 15-3 \ y 0 \ 9. WASHED STONE AND OTHER SOIL MATERIALS SHALL BE IN CONFORMANCE WITH THE N/F \�8 TW 17.0 5 U 10� A-8 \ ' STATE ENVIRONMENTAL CODE,TITLE 5. SUMNER B. TILTON, JR. TR �6 \ \ 10. WHENEVER THE SYSTEM IS TO BE CONSTRUCTED WHOLLY OR PARTIALLY IN FILL,THE \ F A HARK/NGTON FAMILY TRUST PROCEDURE AS DEFINED IN SECTION 15.255 OF THE STATE ENVIRONMENTAL CODE,TITLE 5, - ' A-g 100-YEAR FLOOD ZONE (ZONE A14), ELEVATION 12.0 REFERENCE TOWN OF BARNSTABLE, MASSACHUSETTS, I SHALL APPLY. o BARNSTABLE COUNTY; ( 11. THE DESIGN INTENT IS TO MEET THE STATE STANDARDS. THE PREPARATION OF THIS N COMMUNITY PANEL NO. 2500010018 D I II PLAN DOES NOT GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED,NOR _ t r \ A-10 REVISED DULY 2, 1992 I DOES THIS PLAN GUARANTEE THE OPERATION OF THE SYSTEM. EXIS77NG DIRT PATH :"..,.. a� 12. SYSTEM COMPONENTS ARE NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION ca u \ BY THE BOARD OF HEALTH AGENT AND PERMISSION OBTAINED FROM THE BOARD OF c/) e \- A-1\ \ \ \ \ EX/S7`ING HEALTH AGENT. ELECTRIC ETER \ { \ 13. VEHICULAR TRAFFIC,PARKING OF VEHICLES,STOCKPILING OF MATERIALS,AND STORAGE OF UP 15S UP 15 EQUIPMENT OVER LEACHING AREA IS PROHIBITED AT ALL TIMES. 14. SYSTEM AREA SHALL BE STAKED AND FLAGGED FROM DATE OF INSTALLATION UNTIL -12 CERTIFICATE OF COMPLIANCE IS ISSUED. �\ \ FQ F \ • � ����� �.�►►�� •' \� �� 15. AN AS-BUILT PLAN PREPARED BY THE DESIGNER MUST BE SUBMITTED.DESIGNER TO BE O k \\ \ r AI,\ NOTIFIED SO THAT INSPECTION OF SYSTEM CAN BE PROPERLY MADE. l /STUN / O� 16. DESIGNER INSPECTION AND CERTIFICATE OF CONSTRUCTION WILL BE REQUIRED. L F1 �G c \ N / /j \ A 1'4 �O 17. INSTALLER TO PROVIDE CERTIFICATION OF SYSTEM CONSTRUCTION. lv� 18. FILL TO BE STOCKPILED AT EDGE OF FOUNDATION AND PUSHED OR CAST INWARD OVER ®• / D�/ F'I�/cam` p' I \ .L -: M �P EXCAVATED AREA. ��C/ ��- 19. NO FILL SHALL BE PLACED DURING RAIN OR SNOW STORMS. #DSO 1 1 ) A-15 SCALE. 1 -30 20. EXCAVATION TO BE DRY AND SCARIFIED. 21. ALL UNSUITABLE MATERIAL TO BE REMOVED FOR A DISTANCE OF 5 FEET MINIMUM FROM 0 15' 30' 60' EDGE OF SYSTEM AND REPLACED WITH CLEAN GRANULAR SAND. 22. DEWATERING REQUIRED IF FILL IS TO BE PLACED BELOW GROUNDWATER(SEE ALSO REGULATIONS). Sheet 1 Of 2 a OFOUR CATCH BASIN FRAME ATE TO BE LLED ON LEACHING PITba 1= cu cuO m Uw KNOCK-OUTS L ARE 5" DIAMETER a v n- v 00 2' CLEAN WASHED OOGGG@000000 •— W CRUSHED STONE TO y�� `' OOOG@@@@0000 � v OOOG�0000000 BE PLACED AROUND bn a 00G0@@@00000 w CATCH BASIN o 0 0000@@000000 o 00 GOOG@@oD0000 W o o 00000@@00000 NON WOVEN N ' OOOG@@000000 o ,.,,vx GEOTEXTILE 000GG@000000 FILTER FABRIC 0 OOOG@@000000 f x ° OOOG@@000000 a v LO v 3 4 .� r � NOTE: 6' Q v o -a00 1. CONCRETE STRENGTH 5,000 PSI. MIN. 28 DAYS o o 2. 8" THICK TOP REQUIRED FOR H-20 LOADING ° � z o0 �- o ROUND 6' LEACHING PIT WITH CATCH BASIN JOLLEY PRECAST. (OR EQUAL NOT TO SCALE CJ d O Q c-I ) -i i � N .. Q1 O y_ Ul 0 O Y a 44' Q U j Ln O u Ln LL Ln Precast Septic Tank, a� 0 � SEQUENCE OF LAND ST 3000 Gallons 2 Compartment a C) DISTURBING ACTIVITIES 10LLEYOREQUAL o o > 0 v J CO N 1. CONTRACTOR TO OBTAIN ALL REQUIRED FEDERAL,STATE AND MUNICIPAL PERMITS,AND TO NOTIFY"DIG SAFE"PRIOR TO CONSTRUCTION. O O O 63 2. STAKE SILT FENCE AT LIMIT OF WORK.MAINTAIN CONTINUOUS LINE O DURING CONSTRUCTION AND REPAIR AS NEEDED p orn \,D � 3. STOCK PILE LOAM AND GRAVEL AS REQUIRED. m u 4. BEGIN BUILDING CONSTRUCTION. 144" z PLAN VIEW O 'Ln 5. BEGIN UTILITY CONSTRUCTION. I j 6. COMPLETE LOT GRADING.FILL TO BE COMPACTED IN 1 FT.LIFTS. 7. COMPLETE SOIL STABILIZATION BY LOAM AND SEEDING DISTURBED U AREAS. ct7 8. CONTRACTOR TO MAIN"AIN SOIL EROSION AND SEDIMENT CONTROL M MEASURES AS APPROVED BY THE ENGINEER.CONTRACTOR TO BE a RESPONSIBLE FOR VEGETATIVE COVER TO BE ESTABLISHED THROUGH ONE GROWING SEASON.MONITORING OF THE EROSION CONTROL o MEASURES SHALL OCCUR AFTER RAINSTORMS OR AS REQUIRED BY 00 ' N o THE ENGINEER.REPAIRS AND MAINTENANCE AS REQUIRED SHALL BE COMPLETED AT THAT TiME. ��— .C) o U " CD NOTES: Engineer's Certification: CROSS SECTION VIEW-V 4:: z o � o THERE ARE NO KNOWN COASTAL BANKS WITHIN 150 FEET. DIPRETE ENGINEERING HEREBY CERTIFIES THAT TO THE BEST OF OUR BOT EL.= 8.91 KNOWLEDGE AND BELIEF,THIS PLAN CONFORMS WITH THE WATER EL.=4.00 N O (D v DIPRETE ENGINEERING ASSOCIATES,INC.CERTIFIES TO THE SOIL CONDITIONS REQUIREMENTS OF TITLE 5,THE FIELD DATA SHOWN IS AN THERE IS NO BUOYANT FORCE ON TANK 0:� p AND PERC RATE ONLY IN THE AREA TESTED. INSTALLER TO NOTIFY DESIGNER IF ACCURATE REPRESENTATION OF OUR FINDINGS,AND THAT THE SOIL CONDITIONS ARE FOUND DIFFERENT THAN STATED ON SEPTIC MAPPING CONFORMS TO NATIONAL MAP ACCURACY STANDARDS SPECIFICATIONS APPLICATION. FOR 40 SCALE MAPPING. -Concrete Min.Strength-4,000 P.S.I.@ 28 days PROPERTY BOUNDARY LINE BY DIPRETE ENGINEERING ASSOCIATES,INC. -Steel Reinforcement-ASTM A-615,Grade 60,1"Min.Cover 0 -Construction Joint-Sealed with asphalt cement or equal O TOPOGRAPHY SURVEY BY DIPRETE ENGINEERING ASSOCIATES,INC. N PRECAST DISTRIBUTION BOX Q) THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINISH GRADING AND D B-5 -0 DRAINAGE AROUND THE BUILDING TO ENSURE SURFACE WATER AND/OR GEOFAB SILT FENCE WOOD POST JOLLEY OR EQUAL GROUND WATER ARE DIRECTED AWAY FROM THE STRUCTURE. THIS PLAN OR EQUAL (SET 10'APART MAX.) Q SHOWS GENERAL GRADING ONLY AND ADDITIONAL DETAIL IS LIKELY TO BE ) Ln REQUIRED AROUND THE BUILDING. ? 30.5" ►I THE CONTRACTOR SHALL COORDINATE WITH ALL OF THE APPROPRIATE UTILITY DIRECTION OF N �� 5"KNOCKOUTS FOR OUTLET COMPANIES FOR AGREEMENTS TO SERVICE THE PROPOSED BUILDING. THIS RUNOFF FLOW wE SHALL BE DONE PRIOR TO CONSTRUCTION. NO REPRESENTATIONS ARE MADE 4"OUTLET 4"INLET W BY DIPRETE ENGINEERING ASSOCIATES,INC.THAT UTILITY SERVICE IS AVAILABLE. ALL EXISTING UTILITIES SHOWN ARE FROM VISIBLE INFORMATION,DRAWINGS BACKFILL EXIST.GROUND N U) FROM OTHERS,OR INFORMATION PROVIDED TO DIPRETE ENGINEERING tt ASSOCIATES,INC.AND ARE SUBJECT TO CHANGE. NO ONE SHOULD RELY ON THEr tBAFFLE \ ���\ /� 5"KNOCKOUTS FOR OUTLET 4- �'IV44V"VW.A _j U') UTILITY LOCATIONS SHOWN FOR CONSTRUCTION AND DIG SAFE SHOULD BE �r \ r D NOTIFIED PRIOR TO ANY WORK. __--� o �� O -p U 6'x6 TRENCH 12 MIN. w.t _l THE CONTRACTOR SHALL MARK ALL SYSTEM COMPONENTS WITH MAGNETIC ,v7-1 MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE WATERTIGHT COVER � tY N BURIED. :..,..: ' ..•... � � � SILT FENCE DETAIL INVERT �� IN OUT0 15,. U0 �( /Q) 6" p" V 11 __•. U «3 INSTALLATION SEQUENCING: A' � BAFFLE W 1. DIG TRENCH 6 DEEP. 2" t-) I bO STAKE TO BE LOCATED N.T.S cn n DURING CONSTRUCTION FINI H GRADE 2. SET FENCE POST 10'APART MAX.AT SLIGHT � Q m ANGLE TOWARD RUNOFF DIRECTION. DESIGN NOTES 4"-6" COVER 3. ATTACH GEOFAB TO POST. AA'' METALIZED TAPE 1)SEVEN OUTLETS AND ONE INLET W 4. LOWER 6' OF GEOFAB IN TRENCH CURLED 2)INLET ACCEPTS 4 PIPE THREADED END TOWARD RUNOFF DIRECTION&BACKFILL 3)INLET AND OUTLETS HAVE STATE APPROVED SEALS CAP 5. FENCE TO BE INSTALLED AS INDICATED ON THE THAT ACCEPT 4"S-40,4"SDR-35,3"AND 2"PIPE SITE PLAN OR AS DIRECTED BY THE ENGINEER. 4)TYPE II CEMENT ASTM C150-81 5)CONCRETE STRENGTH 4000 PSI.MIN.28 DAYS 4" RISER 6)DESIGN LOADING-LIGHT DUTY JOLLEY PRECAST,INC. 860-774-9066 % CONCRETE a1 r a �€ r r _�, €� . Legend 4" 45' BEND �f , '� a €% , '€�v� t ,f O OBSERVATION HOLE ` ��, ;i �It Q rr 8 n P� p �S{ .......... � 1 C PERCOLATION TEST _40_ € I �€ yle,� EXISTING CONTOUR 1 � 4, I e PERFORATED 40 PROPOSED CONTOUR Ut/ i E t PIPE > J LEON WATER SERVICE LINE 12.0 9, °,n �+:, EIFtAD R. n rTs BENCHMARK ` oe � �, v L ci 3 4If X411 X4" > 1 '`kP ssa ��G �� €€ R � a� \i� � A►AL 4" CLEANOUT (TYPICAL� ��� t> 1-1 v , �I A I dl NOT TO SCALE __ Cr r', I'i + g, Sheet 2 of 2 � kk .. ails,., 3� xr.,..`:r .,.t,i�..r� .I�e_�..€.._i i i.r,d..... �.nrrc�..,,..d.3_.a:..�_.:. ii.,.c.. �,sqL�., uU ii .e...+�,...n,_�u MAP 71 PARCEL 11-12 NIF MAP 71 PARCEL 11-11 SDS Swing Ties WILL/AM & MARY L. NIF GUARENTE JOHN F. LYDIA G. SMITH A B C D CERTIFICATE 150725 CERTIFICA TE 147327 1 1.4' ,i 2 55.0' 77.8' 30.1' uP sz/17 MAP 71 PARCEL 12 SDS Inverts NIF 3 62.2' 84.9' 26.T PHILIP PATTBERG & HOUSE SEPTIC TANK D-BOX BED W''es BAYr,terrace LINDA MEIXNER OUT IN OUT IN OUT BEGIN END 4 10.5' PUELIC RIGHT of WA r} :',. - L.C. PLAN 15254 V w a CERTIFICATE 141362 GUEST 5 56.2' 76.8' 42.1' HOUSE 16.64 15.75 15.53 14.66 14.49 14.34 13.92 7g:° ,.,, MAIN 6 68.2' 70.7' 103.8' d=9444'10" S HOUSE 17.45 15.77 R=15.00' >>3�' L=24.80' E 7 54.7' 61.8' 86.1' Tan=16.29' r 8 109.7' 126.0' 80.2' ANO ? M GA 0 W� L _ 9 126.0' 137.4' 113.7' .0 O o� 1O FER O a i / O F a 67.5' NTOFrO�aV 22s, _-s,\a' ILI 0 10 84.0' 84.0' 117.9' MAP 71 PARCEL 11-10 2g o�86a N 1j•o NSF 1 s'0 `" N1,o �0 a / PRICILLA M. HOSTETTER © 11.0' � NJ. 10 \ 00 IRS CERTIFICATE QI ti o ` 140993 m D-BOX h��=�o ��o' �82'15'51" \ 04'c" CT ION LU A R=135.00' �l�c / S�R U 0. s L=193.83' Lq� G0� E R MAP 71 PARCEL 13 Tan=117.90' �Oy°> 0 JF NIF I / \ �' 0 JOHN F. & LYDIA G. SMITH N / / / Ch=177.61' ��, ,f L.C. PLAN 15354D .. ... Assessor's Map 71 Parcel 15-2 \ O h� CERTIFICATE 138318 N 86 32'OS' Y 11t?.. . . R. Robert and Brenda H. Popeo " V SEPTIC 2.08 Acres (90,414±SF) (To Wetland Ec e) 2 o TANK 2.82 Acres (To Mean High Water) / UG CHANrIE� - s❑ �4NG a MAP 71 4 23.o' \l /i i 3 0 c, g 2, !4 ? µ PARCEL 11-93 N �' h ,� uPi1s 3s, h s• N NIF �� j' © 37.9• 0 6.0' s.l 2.0' I 0, Z' JAMES K. & I © h 26.0• KA THLEEN L. MINGLE DO ^ 53 a H CERTIFICATE 160263 tSfmv 'Q I/ h i.+r tL, I FAI ry �N ip�, �� O�/•`7.9 - O'er 14.4• W�0 8•0 66 1 p O� F 270• 74, ^? 58g 45' (OtrER 21.9 N fs.f� 2.s os / ALCM 71- S �41 MAP 71 PARCEL 15-3 ' I NIF SUMNER B. TIL TON, JR. TT F A HARRINGTON FAMILY TRUST t1 \ G UP 15S UP 15 O� / OwFL(k/ST/NG rV C�els0� y�P General Notes �J 1. THE. SITE IS FOUND ON TOWN OF BARNSTABLE ASSESSOR'S MAP 71 PARCEL 15-2. 2. THE OWNER OF THE SITE IS R. ROBERT AND BRENDA H. POPEO, C/O MINTZ LEVIN /����� Scale: 1"= 0' COHN, LLC, ONE FINANCIAL CENTER, BOSTON, MA 02108. / / Q- 3. THERE IS A 100 YEAR FLOOD PLAIN LOCATED ON THE SITE ACCORDING 0 20' 40' 80' TO F.E.M.A. FLOOD INSURANCE RATE MAP FOR THE TOWN OF BARNSTABLE, / MASSACHUSETTS COMMUNITY PANEL 250001-0018 D DATED JULY 2, 1992.THE SITE IS LOCATED WITHIN THE FOLLOWING FLOOD INSURANCE ZONE: ZONE A14 (EL 12)- AREAS OF 100-YEAR FLOOD; BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS NOT DETERMINED. Plan References Certification: SDS As-Built Plan ZONE B- AREAS BETWEEN LIMITS OF THE 100-YEAR FLOOD AND 500-YEAR � FLOOD; OR CERTAIN AREAS SUBJECT TO 100-YEAR FLOODING WITH AVERAGE DEPTHS LESS THAN ONE (1) FOOT OR WHERE THE CONTRIBUTING DRAINAGE AREA 1. "ANR- DIVISION OF LOTS 31, 32, B2 AND B3 OYSTER HARBORS ASSESSOR'S THIS PLAN IS NOT INTENDED TO RE-ESTABLISH ya����N 0 fl��q Carriage Road IS LESS THAN ONE SQUARE MILE; OR AREAS PROTECTED BY LEVEES FROM THE PLAT 71 LOTS 15-2 & 15-3 BARNSTABLE MASSACHUSETTS." PREPARED PROPERTY LINES, FENCES, ETC. OR OWNERSHIP OF THE LAND DESIGNATED HERON. O LEO R Assessor's MaP7l,Parcel i5-2 BASE FLOOD. NO STRUCTURES ARE WITHIN THE FLOODPLAIN. BY DIPRETE ENGINEERING ASSOCIATES, INC. PREPARED FOR R. ROBERT � B� u•,� rn Barnstable,Massachusetts POPEO. FEBRUARY 8, 2002, SCALE 1"=40', REVISED 6-22-04. ® q 4. THE CURRENT ZONING OF THE SITE PER THE TOWN IS RESIDENCE/AGRICULTURAL: I HEREBY DECLARE THAT THE PROPERTY LINES SHOWN f0 ! co DIMENSIONAL REGULATIONS 2. "SEWAGE DISPOSAL SYSTEM ASSESSOR'S PLAT 71, LOT 15-2 CARRIAGE ON THIS PLAN ARE THE LINES DIVIDING EXISTING 0.3 " MINIMUM LOT AREA: 87,120 SO. FT. ROAD BARNSTABLE, MASSACHUSETTS." PREPARED BY DIPRETE ENGINEERING OWNERSHIPS, AND THE LINES OF THE STREETS AND ��C/STE��o ��� 01 DiPrete Engineering MINIMUM LOT FRONTAGE: 20 FEET WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE MINIMUM LOT WIDTH: 125 FEET ASSOCIATES, INC. PREPARED FOR R. ROBERT POPEO. JUNE 10, 2009, STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO �`��/O Ala i ��G\ MINIMUM FRONT YARD SETBACK: 30 FEET SCALE 1"=30', REVISED 9-15-09. NEW LINES OR DIVISIONS OF EXISTING OWNERSHIPS OR Two Stafford Court Cranston,Rl 02920 MINIMUM SIDE YARD SETBACK: 15 FEET 3. "FOUNDATION AS-BUILT PLAN - ASSESSOR'S MAP 71, PARCEL 15-2, FOR NEW WAYS ARE SHOWN. te1401-943-1000 fax401-464-6006 www.D!Prete-Eng.com MINIMUM REAR YARD SETBACK: 30 FEET BARNSTABLE, MASSACHUSETTS PREPARED BY DIPRETE ENGINEERING Applicant MAXIMUM BUILDING HEIGHT: 30 FEET OR 2 1/2 STORIES, ASSOCIATES, INC. PREPARED FOR ROBERT POPEO. JANUARY 29, 2010, SCALE Robert Popeo WHICHEVER IS LESSER 1"=40', REVISED 2-17-10. One Financial Center 0 1 10 SDS AS Built E.L.T. Mintz,Levin,Cohn,Ferris,Glovsky and Popeo,P.C. 1 Boston,Massachusetts 02111 SHEET 1 OF 1 DE Job No:0786-001 Copyright 2010 by DIPrete Engineering Associates,Inc.