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HomeMy WebLinkAbout0156 SOUTH MAIN STREET - Health 156 SOUTH MAIN ST. ,CENTERVILLE ^MAP. 208 PAR.086 -h No. 42101/3 ORA ESSELTE 10% O A p 0 r - i No.. 4 9 Fee ©O / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pprication for Ti5potal i§p5tem Con0ructiou J)ermtt Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. ` so, V Owner's Name,Address,and Tel.No. I�T A ;p Assessor's Map/Parcel K � �� bw Installer's Name,Address,and Tel.No.sv,�(—y 2O— 9738 Designer' Name,Addre and T�.jNohA,� �Y� � 1�-yl�'YM`p�r11A>A D 366 Type of Building: BB Dwelling No.of Bedrooms Lot Size 1 sq.ft. Garbage Grinder ( � 250 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) gpd Design flow provided ��• gpd Plan Date 2 x Number of sheets 2 Revision Date Title • J r "6 Size of Septic Tank 2:9 L Type of S.A.S. -5156A 6AS Description of Soil 1, 1ter• d- Naturt of Repairs or Alterations(Answer when a plicable) G S S D Ira L Date last inspected: Agreement: . The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' ed Date Application Approved(; Date JIV 15 1 Ae Application Disapproved by: Date for the following reasons Permit No. Date Issued / y No. Oivd 6 1 X` 1 Fee L,""'�""'f Entered in.comp-.wter: 1 •- - ✓ THE COMMONWEALTH OF MASSACHUSETTS - Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for �Digogal.,*pgtem Construction Permit Application for a Permit to Construct( ) Repair NX Upgrade( ) Abandon( ) EYComplete System ❑Individual Components Location Address or Lot No. , SO, 9�0y SO-- '' Owner's Name,,'Address,and Tel.No. �L( ��t �f�=�P(�AK-6 Assessor's Ma /Parcel GEC y�A V'QLr J� ��wrvrl� S? p r ELI� Z Installer's Name,Address,and Tel.No.S"UD- L/2D- ���g Designer's Name,Addres and Te�1.No. f sc6 6 Jo���Li O.c G9prf-d- G/�! ANY �1 ftyt�,40/Dz36b Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (11)1A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(inin.re uired) [ gpd Design flow provided 1 y�s• N g A Plan Date Z Number of sheeis 2 , (Revision Date ���,�� ('� /' y�� Title S� L y � 1�6- Disi iAAI, �A SQ. A h-r v�(.1�19 U,t Size of Septic Tank S P QQ--��l�[_ Type of S.A.S. - S- L Rs. Description of Soil AP NZ Nature of Repairs or Alterations(Answer when applicable) _ l a - Date last inspected: v Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed Date Application Approvedy Date Application Disapproved by: Date for the following reasons Permit No. _ r - Date Issued / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER^TTIIFAY,that the On-site Sewage Disposal System Constructed ( ) Repaired (�C) Upgraded Abandoned( )bey°� ,b ,r rcnrS .mo i at �J(p o. }�c�i v� ` ttir Q V 1i i ��`Q has been constructed in accordance J 1 �1 i with the provisions of Title 5 and the for Disposal System Construction Permit No. ' _I dated .5-< / . Installer 7�hQ S. Designer N�b S C `e #bedrooms L4 Approved design flow L-1 y gpd The issuance of this per►pit shall ofrbbe construed as a guarantee that the system(will fu c o as d s ned. Date (y„ `N Inspector No. QC1 (P -' 1 Fee o d THE.COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Digpogal *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) System located at 6n !So ry�p 11 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construct on7us t be completed within three years of the date' o th si pe its Date S l � Approvediby TOWN OF BARNSTABLE � LOCATION /-5�; .fdaf-i !/1iwli y>' SEWAGE # 2 dO -/99 V?a,LAGE Kfe4T12A1 i111 ASSESSOR'S MAP & LOT 2Lj-O B� INSTALLER'S NAME&PHONE NO. ldg- y24 -9 731? ik-e,,4 V--e SEPTIC TANK CAPACITY /5Oy // LEACHING FACILITY: (type) .3 'Jac) 42 ry0," (size) X/3 NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE:,57—/- 06 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 fa 'lity) Feet Furnished by s. yS,s' �3grck � y h • 3zG., • 32G s 'c o � , /,TOWN OF BARNSTABLE LkATION SEWAGE # Vlt LAGE (V&)i cC 1J/L-L- Z._ ,ASSESSOR'S MAP & LOT11 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 8''X /0 LEACHING FACILITY: (type) p/ 'r- (size) X$ �;�'�i�10.OF BEDROOMS BUILDER:OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1.. ♦ �-,.fit/ti' 1 $�� for 1 �L 1 Town of Barnstable P� f , yo Regulatory Services . _. Thomas F. Geiler,Director • BARNSfABLE, MASS Public Health Division ift Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: . 3 � Designer: 12,p L - 1 - Installer: Address: . G 9� Address: p r , On SMrs knmwas issued a permit to install a (date) (installer � septic system at/S �/�, �_—� brAQ?&ed on a design drawn by (address) dated 0 (designer) I certify that he septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. "OF �Ss90 o EDWARD L. PESCECIVIL -4 m (Installer's Si ature) U No.32001 9 A�Oo �G/STEQ�O NAL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form LEGAL SERVICES FOR CAPE COD AND ISLANDS, INC. 460 WEST MAIN STREET, HYANNIS, MASSACHUSETTS 02601-3695 (508)775-7020-428-8161 1-800-742-4107 All Numbers Voice and TTY FAX(508)790-3955 7^-z-, November 18, 1997 CH Town of Barnstable �) Board of Health : Z 0A �/(f l v 367 Main St. "e lRe- -- Hyannis, MA 02601 Re: Mary Kurra, 156 South Main, Centerville Gentlemen: Please be advised that Ms. Kurra's underground tank was removed yesterday, and that she has had installed a new above ground tank. While I am continuing to work with her on other issues to make her home more comfortable, I believe that this serves to resolve your concerns. If further action is called for, please let me know. Thank you for your cooperation in this matter. ,tncerely, gWAA �- Thomas Kos ma Attorney at aw enc Plymouth Office 18 Main Street Extension,Plymouth,Massachusetts 02360 (508)746-2777 1-800-585-4933 FAX(508)746-4311 r 11-17-1997 09 57AM CENT DST FIREDEPT 5087902385 P.02 ireQRe app11%;0%1Ur1 w wLai rife ueNarunrum. Fire Department retains original application and issues dupfimte as Permit. 1 \s' � �7e`zrxx�Tn�2�o�C��ixe C-Je��xc�— �o��a��a�✓'re�z�cox APPLICATION and PERMIT for storage tank remcvFJ and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148. Section 38A, 527 CMR 9.00, application is hereby rriac�e by: Tank Owner 20 . 0 Tank Owner Name(pfmsa print) _ Mary Kurra X gnacure 0Y w y;pg fW poemir Address_156 South Main Street Centerville, MA 02632 SVeet Cry state IJo Removalfrr-7@TJR� �`7,77471 Company Name Coastland Tanks Coastland Tanks Co. or Individual ortnt Print Address 14 Nye Road, Falmouth, MA 02540 Address Print nnr Signature (if applying Fir:.ermit) Signature(if applying°cr permit) IFCf CertiS� Other =, IFCI Certified = Other Tank Location 156 South Main Street, Centerville, MA 02632 Staet Aadie9s Tank Capacity(galicrs 275 Substance Last Store-- Tank #2 Fuel Oil Dimensions(diarroec-r x I th Remarks: . . �• . Firm transportingwas;e _ Envfro-Safe Corp. -StateLic.# MA-329 Hazardous waste maari�T E.P.A. # Approved tank dispos;aj!s-d A.W. Martin Tank yard# 4 Type of inert gas Tank yard address New Bedford, MA City or Town Centerville FDID# 01920 Permit# Date of issue November• 13, 1997 Date of expiration November 27, 1997 Dig safe approval nurr>b,_�r.. 974601519 i Safe T f er-800 322-4844 Signature/Title of OffK;ar_ranting permit LUi, After removal(s)send Fxt=0-290R signed by Local Fire Dept. to UST Regulatory Compliance Unit, One Ashburton Place, Room 1310, Boston, IMA FP-292!revised 9/961 TOTAL P.02 LEGAL SERVICES FOR CAPE COD AND ISLANDS, INC. 460 WEST MAIN STREET, HYANNIS, MASSACHUSETTS 02601-3695 (508)775-7020-428-8161 1-800-742-4107 All Numbers Voice and TTY FAX(508)790-3955 September 17, 1997 Town of Barnstable Board of Health 367 Main St. Hyannis, MA 02601 Re: Mary Kurra, 156 South Main St. , Centerville Gentlemen: Pursuant to our promise to keep you advised as to the status of our efforts to remove Ms. Kurra's underground oil tank, enclosed please find a copy of Ms. Kurra's executed acceptance of P.S. Ideal (and Coastland Tanks) proposal for the removal and replacement. We anticipate the work to begin shortly. We will keep you advised as to the progress made. Thank you for your coope tion in this matter. Sincerely, ,Thomas Kosman Attorney at L enc r_ , . y _ - Plymouth Office 18 Main Street Extension,Plymouth,Massachusetts 02360 w (508)746-2777 1-800-585-4933 FAX(508)746-4311 } I FORM PA3- REORDER FROM DEGREE DAY SYSTEMS INC. 33 Village Park Road Ceder Grove,N.J.07009 N.J.(201)239.7900 or 1.800.2 DEGREE _-... ....... _. _..-.. .. �._. _... P. S. Ideal Fuel Cor. i One Acapesket Road i E. Falmouth, MA 02536 N0. 548-3030 * 1-800-649-3412 Page No. of Proposal Submitted to Phone Date I Kurra 9/9/97 Street Job Name 156 sth Main st., tank installation City Slate Zip Code Job Location Centerville Ma . 02632 same Submitted by Date of Plans Job Phone Ronald Souza We hereby submit specifications and estimates for: The installaion of a 12 guage 275 gallon oil storage tank.To be installed on a concrete slab, with the oil line encased in a protective sleeve as per fire code and connected to the burner . . I This includes all the miscellaneous piping, vent alarm, and parts needed to complete this job. - TOTAL PRICE TO BE PAID TO P.S. IDEAL FUEL. $899.00 plus tax I ___.... . ____........ .._._. ... . . ........_ . .._..... _..... _... _ I _. . _....._. __ . .. . ....._ . .... _ .._...... ._-... The removal paid to Coastland tanks . $700.00 --------- -- ------ i I i }}fit f4opO9t..herebytto furnish.material,and labor-- complete in accordance with above specifications, for the sum of: dollars (S )• Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a substantial workmanlike manner according to specifications submitted, per standard practices. Any alteration or deviation Irom above Authorited specifications involving extra costs will be executed only upon written orders, and will become an extra Signatule charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond Note: This proposal may be our control. Owner to carry lire, tornado and other necessary insurance. Our workers are fully covered withdrawn by us if not accepted within 3 6 days. by Workmen's Compensation Insurance. 2rrtgaurc of propogal. - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do Signature the work as specified.Payment wrl be made a as outlined above. Date of Acceptance: AJ • • Signature i 1 � j 1t e ' N0. TOWN OF BARNSTABLE DATE .. O�THETp _ OFFICE OF • 's � ,,,,,T.n BOARD OF HEALTH RECEIVED BY KAU 367 MAIN STREET HYANNIS,MASS.02601 VARIANCE REOUBST FORM ALL VARIANCES MUST BE SUBMITTED FIFTEEN (19) DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING. NAME OF APPLICANT f�l TBL. NO.��� D/Z/ ADDRESS OF APPLICANT 3 ,e l/Yk -� �P.✓ — Y�"� NAME OF OWNER OF PROPERTY SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER LOCATION OF REQUEST SIZE OF LOT Q�hQ SQ.FT WETLANDS WITHIN 200 FT.YES N VARIANCE FROM REGULATION(List Regulation) .la REASON FOR VARIANCE(/May attach if more space is needed) PLAN — FOUR, COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR `'4ti1A�j': ;tAL BRIAN R. GRADY, R.S. e CHAIRMAN �SUSAN G.- RASR, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE s -sop-o �� 1-71,a-,� te f TOWN OF BARNSTABLE FTHE OFFICE OF DADD]TADL i BOARD OF HEALTH , NAld p �o i639• 367 MAIN STREET a OR k HYANNIS, MASS.U601 Apri122, 1997 Thomas Kosman, Esquire Legal Services 460 West Main Street Hyannis, MA 02601 RE: 156 South Main Street, Centerville/Mary Kurra Dear Mr. Kosman: Thank you for attending the April 15, 1997 Board of Health meeting regarding your clients variance request concerning her underground fuel storage tank. You stated there are several other problems which must be dealt with pertaining to financing and her dwelling at 156 South Main Street, Centerville. Therefore, the matter is continued until the June 17, 1997 meeting at 7:00 P.M. in the second floor Selectmen's Hearing Room. If you should have any questions or need any additional time, please contact Thomas McKean at 790-6265. Sincerely yours, Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs kosman L.. TANKS] 11 FUEL STORAGE TANK RECORDS ] HELP [ ] FOR' PARGEL NBR: 2081 0861 ] ] MAIN ACTION C] Action lank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 11 [ 12081 [0101671 [B ] Test 0823961 Rem 0214971 ---- Test --- --Abandoned-- -- Removed -- -- Variance - Fuel Reason Capacity Constr Status Leak-Det Cath-Det [FO] [H ] [ 2501 [SS] [Y ] [ ] [ ] Additional Details [ ] -------------------------------------------------------------------------------- Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ l [ l [ J [ l [ J Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - Fuel Reason Capacity Constr Status Leak-Det Cath-Det [ J [ l [ J [ l [ J [ J [ J Additional Details [ ] -------------------------------------------------------------------------------- Cancel [ ] END OF DATA NEXT SCREEN [HMENU] ACTION [ ] PARCEL NBR [ ] [ ] [ ] ] TANK NBR [ ] d LEGAL SERVICES FOR CAPE COD AND ISLANDS, INC. 460 WEST MAIN STREET, HYANNIS, MASSACHUSETTS 02601-3695 (508)775-7020-428-8161 1-800-742-4107 All Numbers Voice and TTY FAX(508) 790-3955 September 17, 1997 Town of Barnstable Board of Health 367 Main St. Hyannis, MA 02601 Re: Mary Kurra, 156 South Main St. , Centerville Gentlemen: Pursuant to our promise t eep YOU a . Kurrato the status of our efforts to removeMs underground oil tank, enclosed please find a co ; s Kurra's executed acceptance of P.S. Ideal (and C astland Tanks) proposal for the removal and replacement. We anticipate the work to begin shortly. We will keep you advised as to the progress made. Thank you for your coope tion in this matter. Sincerely, Thomas Kosman Attorney at L enc E Plymouth Office .. 18 Main Street Extension,,Plymouth.Meo (508 7-- 277 , I FORM PA3 REORDER FROM bEGREE DAY SYSTEMS INC. 33 Village Perk Road Ceder Grove,N.J.07009 N.J.(201)239.7900 or 1.800.2 DEGREE ropogal I P. S. Ideal Fuel Co. One Acapesket Road E. Falmouth, MA 02536 N0. 548-3030 * 1-800-649-3412 Pepe No. of Proposal Submitted to Phone Date Kurra 9/9/97 Street Job Name 156 sth Main st . tank installation j City State Zip Code Job Location Centerville Ma . 02632 same Submitted by Dele of Plena 7one Ronald Souza We hereby submit specifications and estimates for: The installaion of a 12 guage 275 gallon oil storage tank-To be installed on a concrete slab, with the oil line encased in a protective sleeve as per fire code and connected to the burner . This includes all the miscellaneous piping, vent alarm, and parts needed to complete this job. _. ... 4, TOTAL PRICE TO BE PAID TO P.S. IDEAL FUEL. $899.00 plus tax i I aid to Coastland tanks . 700.00 The removal '-= p $ L, I. 1 }}fit PrOpOgt hereby to furnish material and labor - complete in accordance with above specifications, for the sum of: dollars ($ T• Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a substantial workmanlike manner Authorited according to specifications submitted, per standard practices. Any alteration or deviation Irom above Signature speciticalions involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond Note: This proposal may be our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered withdrawn by us it not accepted within d days. by Workmen's Compensation Insurance. Z1rrtptanrt Ol PCOpogal - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do Signature MEW the work as specified.Payment wii1V bee/made e as outlined above. Date of Acceptance:�iv! • Signature A ,yA. 4ara°oa`"'..-"r + p � 'X. �-c-,"vt.-+r- ----Y—•-- si� TOWN OF BARNSTABLE — UNDERGROUND FUEL A,ND CHEMICAL S, ;ORAGE REGISTRATION MAP NO' PARCEL .N,O r; ADDRESS OF: TANK: ! `4 � t% /t' ... V I LLAGE: MA I L I NG `ADDRESS (1F D I'FFERENT ``:FROM' ABOVE) . . . OWNER NAME: r 'if„t t�9 � f t 4 a .1 if U.•. PHONE ` s f, / Z- � .' .. ..Rai ,� � r:..• ;wy k nt . ii+ ��... ` u INSTALLATION DATE: BY Y INSTALLER ADDT,,YYRESS.-.; ,�,... .��i.G :-'•c.. ..--� Ckv ERT.�:JO� I �... 2s.N,°. �,(d f� - /: �? ><M }}ram� Y:S':t P1 3 V f'd "'d.}�' 1;fJ ff •u2 - • , G Fi'n'yi G j lit t+¢ i fir} ;.�` ! t1 i e r F '>£t S'T r4' a lf�r 1.' z, 1 4-is.{ 9 *TANK T -LOCAION• l +, �`� (DCGQfiS�Jo�. TANK LOQAT Z ONy W Z TH, 1RQOPQCT TO mU I LD I N®); +'` 1.�+r �•' t ¢ 4 x kL' 31n+ t x;, K 2:.:, ,ia f 5 `• CAPAC3tTYL 7 .. � TYPES OF >TANK :?1 `.. :.AGE »"'' YRS: FUEL/CHEM I C,AL � o TESTING�CERTIFICATION [ ] PASS [ ] FAIL DATE y .' ' '. �.( ✓<�T 'a '-. b 7 t'Y . t +ti ; 4 . . }^. , r i.ry ;;T+ +Y:ti Ip LEAK��:DETECTION C ;-] CHEck IF N/A� ; TYPE/BRAND _. ZONE OF CONTR I BUT I,ON [ ] YES : jy]._ NO DATE TO BE REMOVED r FIRE .DEPT,' PERMIT ISSUED [ ] YES C ] NO DATE - s t1ta �3 fr 4 f� .'.. r,•:.y,Yt,. a �l. _. g„•.ti CONSERVATION t Csx] CHECK, IF N/A.f DATE ' �' ,' f �i w`,PL �- "• Y ��a 1i�d � 4- BOARD OF HEALTH TAG NO. [ >, if' ; `.� ,;. ]' DATE ! 6 1 5 3t.r a.. .. �r s x <,��,,+" ai, 1 1�'S � t . �+f • • r plc . PLEASES PROVIDE ASKETCH;a SHOWING THE� TANK LOCATION ON THE tBACK OF THIS !CARD x v i LEGAL SERVICES FOR CAPE COD AND ISLANDS, INC. 460 WEST MAIN STREET, HYANNIS, MASSACHUSETTS 02601-3695 - (508)775-7020-428-8161 1-800-742-4107 All Numbers Voice and TTY FAX(508)790-3955 November 18, 1997 Town of Barnstable Board of Health 367 Main St. Hyannis, MA 02601 Re: Mary Kurra, 156 South Main, Centerville Gentlemen: Please be advised that Ms. Kurra's underground tank was removed yesterday, and that she has had installed a new above ground tank. While I am continuing to work with her on other issues to make her home more comfortable, I believe that this serves to resolve your concerns. If further action is called for, please let me know. Thank you for your cooperation in this matter. Ancerely, Thomas Kosma Attorney at aw enc Plymouth Office 18 Main Street Extension,Plymouth,Massachusetts 02360 w (508)746-2777 1-800-585-4933 FAX(508)746-4311 r PREPARED FOR : THE LUTHER FAMILY 156 SOUTH MAIN STREET PROPOSED ADDITION/RENOVATION CENTERVILLE, MA 1,56 SOUTH MAIN STREET PREPARED BY IN J. H AGE RTY MASSACHUSETTS CENTERVILLE,■ RESIDENTIAL DESIGN ■ 20 COMMERCIAL DRIVE WRENTHAM, MA 508-384- 1915 ABBREVIATIONS NOTES: LIST OF DRAWINGS A I 1. NO WORK SHALL COMMENCE UNTIL A BUILDING PERMIT HAS BEEN OBTAINED. COVER SHEET 2. ALL WORK SHALL BE IN ACCORDANCE WITH STATE OF MA.CODES,RULES AND ACT ACOUSTIC CEILING TILE INCL INCLUDE REGULATIONS. GENERAL NOTES ADJ ADJUSTABLE M 3. DRAWINGS ARE NOT TO BE SCALED.ALL WORK SHALL BE LAID OUT BY AFF ABOVE FINISH FLOOR DIMENSIONS.ANY DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE GN1 GENERAL NOTES ALT ALTERNATE MAT MATERIAL DESIGNER IMMEDIATELY.ALL DEVIATIONS SHALL BE CORRECTED BY CONTRACTOR C MIN MINIMUM BEFORE HE BEGINS HIS PORTION OF THE WORK. MOLD MOLDING 4. DRAWINGS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE COPIED ARCHITECTURAL DRAWINGS CLG CEILING MTD MOUNTED OR DUPLICATED IN ANY MANNER. CLST CLOSET O 5. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER AS TO PROTECT Al EXISTING CONDITIONS CLR CLEAR WORKMEN AND GENERAL PUBLIC FROM INJURY&ADJACENT PROPERTY FROM DAMAGE. CONC CONCRETE OC ON CENTER A2 PROPOSED FLOOR PLANS CT CERAMIC TILE P CODE INFORMATION A3 PROPOSED ELEVATIONS D PLAS PLASTER BUILDING CODE:MASSACHUSETTS CODE DET DETAIL PNL PANEL BUILDING CODE:780 CMR 6TH ED STRUCTURAL DRAWINGS DIA DIAMETER PNT PAINTED USE GROUP:R4-SINGLE FAMILY DWELLING DWG DRAWING PR PAIR CONSTRUCTION TYPE:TYPE 5B UN-PROTECTED S1 FOUNDATION PLAN AND DETAILS E _ R BUILDING AREA: PROPOSED ADDITION S2 FLOOR FRAMING PLANS ELEV ELEVATION REF REFERENCE EQ EQUAL REQ'D REQUIRED FIRST FLOOR= 450sSO.FT. S3 CEILING&ROOF FRAMING PLANS EXIST EXISTING SECOND FLOOR= 300sSQ.FT. S TOTAL ADDITION= 750sSQ.FT. S4 BUILDING SECTIONS F SH SHEET FAB FABRIC WALLCOVERING AS PER MASSACHUSETTS STATE BUILDING CODE 780 CMR S5 BUILDING SECTION FIN FINISH T DESIGN LIVE LOADS AS PER TABLE 1608.1 FLR FLOOR TYP TYPICAL RESIDENTIAL ATTICS-20#PSF G V ONE AND TWO FAMILY DWELLINGS _ (AREAS OTHER THAN SLEEPING ROOMS)-40#PSF GYP GYPSUM WALLBOARD VIN VINYL SLEEPING ROOMS-30#PSF DECKS,BALCONIES,ETC.-60#PSF F ----- W -- MINIMUM ROOF LIVE LOADS AS PER TABLE 1609.3 H HIGH W/ WITH RISE 4'TO 12'PER FOOT HDWR HARDWARE TRIBUTARY AREA OF 0-200 SF-18#PSF HOT HEIGHT FLAT OR RISE TO 4'PER FOOT TRIBUTARY AREA OF 0-200 SF-20#PSF SNOW LOADS GRAPHIC SYMBOLS SNOW LOAD ZONE A3 PER TABLE 1810.1 B SNOW LOAD ZONE#1 -25#PSF WIND LOADS WALLS FOR PROPOSED WALLS WIND LOAD ZONE AS PER FIGURE 1611.10 SUBMISSIONS --- --- DEMOLITION WINO LOAD ZONE#3 REFERENCE WIND VELOCITY AS PER TABLE 1811.3-90 MPH. 26 JUNE 2006 ISSUED FOR BUILDING PERMIT AND CONSTRUCTION EXISTING EXPOSURE AS PER 1611.2-EXPOSURE C - FOUNDATION WALL REFERENCE WIND PRESSURE AS PER TABLE 1811.4 _ - - 0-60 ABOVE GRADE,ZONE3,EXPOSURE C-21#PSF - - 4 Hagerty RHSIDHNTIAL aDGorllnr DIM Wr.rlWm,MA MA o2aDG DDD•9M•1 D16 c O z J 0 GEN L 'NI OTc5 w o Q wQ GENERAL CON57RUC7I0N NOTES GENERAL STAIRWAY NOTES GENERAL PRATING NOTE5 GENERAL ELECTRICAL NOTES Q LL N 2 I.ALL DIMeNS10N3 ARE CALCULATED FROM OUTO DG PAGE OF EXTERIOR 1,9TAi RWAYS SHALL NOT BE LESS THAN 96"IN CLEAR HIDTH AT ALL LOCATION Live DEAD 21"' TI ON I.CLECTRCAL CONTRACTOR TO Be RESPONSIBLE FOR ADHERIN6 TO ALL �1 WALL]TO THE CENTERLINE OF INTERIOR STUD HALL UNLESS OTHERWISE NOTED. POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND THE FIRST FLOOR Li AO LB 10 LB L/900 GGDC9 AND SAFETY REOUIRCMCNT9. 0 Z STUD WALLS NOT DIHEN91On'CO ARE TYPICALLY 2 X 4 C 1/2'1. PERMITTED HEADROOM.EIGHT.THE.MINIMUM WIDTH AT OR BELOW 9BGOND FLOOR(5LBEPIN6 AReA) SO I 10 LB L/560 ATTIC(.TORA.U) 20 LB IO LB L/2A0 2.6ENCRAL AND ELECTRICAL CONTRACTOR TO REVICH THE FLAWS)AND W Q H 2.NINDOWS APPEARING ON THE FLOOR PLANS AND E%TERIOR E HANDRAIL He16HT SHALL NOT BE LEES THAN 52'HHERE A HANDRAIL ROOF(ZONE 1) 23 LB 10 LB L/30O HALK THROUbH THE JOB TO VERIFY THAT THE VE91GN INTENT 19 C TA ELEVATIONS ARE TO BE C-111-eD T.ROUbH WINDOH SCHEDULE. 15 INS- ON ONE SIDE AND 2D" VI WHERE HANDRAILS ARE PRODeD DECKS Oo LB 10 LB L/BOO M D. c AINTAINEcc ES ON BOTH SIDE.. 0 = w 'J 3.THE WINDOW RO6H OPENING HEAD HEIGHT AT THE FIRST FLOOR 2.THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT 9.GAS OR ELECTRICAL SERVICE TO BE PROVIDED AS RECORED FOR ALL rLi 19 19'BELOW THE TOP PLATE UNE99 NOTED OTHERWISE.THE BE LC59 THAN b'-O'MEASURED VERTICALLY FROM THE SLOPED PLANE APPLIANCES AND EWIPMENT SUCH AS REFR16ERATOR,DISH WASHER, NI NDOW OUbH OPENING HEAD LST AT THE SECOND FLOOR 19 1.ALL FRAMIN6,MATeRIAL TO BE MINIMUM-2 OR SETTER KD LUMBER DISPOSAL I-AC EOVIPMENT,ALARM PANEL.LAWN SPRINKLER SYSTEM, ADJOINING THE TREAD N091NG OR THE NOSING PROM.THE FLOOR 9URPACM ETC.OUTLET TO BE PROVIDED ABOVE THE RANGE FOR MICROWAVE pR 19"BELOW THE TOP PLATE UNLESS NOTED OTHERWISe. OF THC LANDIN6 OR PLATFORM. 2.ALL WOOD FRAMING IN CONTACT NTH CONCRETE OR MASONRY TO BE HOOD VENT IF FINAL KITCHEN LAYOUT RMOUIRES. W 0 w 4.GENERAL CONTRACTOR TO REVIEW ALL BUILT IN TRY.ETMENTS 9.THE MAXIMUM RISER HMISHT SHALL Be--1/A'AND THE MINIMUM TREAD PRESSURE TREATED. LLy J 'VVV/JJJ, U DEPTH SHALL ME 9".TREAD NOSING SHALL NOT EXTEND MORE THAN A.ALL OUTLETS PLACED NEAR ANY'HATER CONDITION TO BE G.F.I.TYPE. 'NITH THE OWNER INCLUDING 9HELV:N6,CLOSETS,PANTRY,LTG.. S.PROVIDE DOUBLE FLOOR J0OI UNDER ALL WALLS WHICH RUN PARALLEL Q-I/2"BEYOND THE FADE OF THE RISER BELOW. TO THE DIRECTION WHICH THE JO19T SPAN. coY,w/ 9.ALL REWIREMENTS FOR SECURITY SYSTEMS,CENTRAL VACUUM, 4,OPEN SIDE.OF 5TAIR5 WITH A TOTAL R15E OF MORE THAN 50"ABOVE B.SWITCHES AND OUTLETS TO BE COORDINATED WITH OWNER. Y/ AND ANY AUDIO,COMPUTER OR GABLE TELEVISION 9Y9TEM.TO THE PLOGR/GRAD@ SHALL HAVE bUARORAIL9.WHICH SHALL AL90 SERVE 4.PROVIDE I"X 9"CROSS BRIDGING AT THE M105PAN OP ALL FLOOR LOST. W W r BE COORDINATED HIT.OWNER. A9 HANDRAILS NOT LESS THAN""IN HE16HT. b.PROVIDE 2 EXTERIOR HATERPROOP OUTLETS. (0 5.FLOOR CONSTRUCTION:S/4"TONGUE AND GROOVE SVBPLOOR.FINISHED O.DESIGNER IS NOT RESPONSIBLE AND HAS NOT MADE ANY REPRESENTATION 9.REWIRED GUARDRAILS ON OPEN SIGHS OF 9TAIRNAY9.BALCONIES, MATERIAL TO BE APPLIED O`/ER 9UBPLOOR.GLUE AND SCREW PLYWOOD T,ALL PHONE OUTLETS.COMPUTER OUTLETS,GABLE TV OUTLETS,AND L/L//L111VLLL OF,THAT THE PROPOSED ADDITION I-COMPLIANT WTH THC TOWN OF PORCHES,DECKS AND RAISED FLOOR AREAS.SHALL HAVE BALUSTERS DECKING TO PLOOR J019T. ELeCTRONIG DEVICE OUTLET$LOCATIONS TO Be VERIFIED BY OWNER. BARN51ABLE ZONING SY-LAWS OR BOARD OF HEALTH RESULATION9, WHICH PREVENT THE PA$9A6E OF AN OBJECT 5"OR MORE IN DIAMETER. 0 ALL PERMITS AND VARIANCES,IF NECESSARY,19 THE RESPONSIBILITY 6.ALL STUD FRAMED WALLS TO BE FRAMED AT Ib"O.G.MAXIMUM. D.DIMMERS TO Be SIZED FOR THE APPROPRIATE LOAD OF THe FIXTURES OP THe OWNER OR THE GENERAL CONTRACTOR PRIOR TO.TART AND LAMPS SELECTED. OF CONSTRUCTION. T ALL ANbLED WALLS ARE TO BE FRAMED AT 43 DEGREES UNLESS a OTHERWISE NOTED. P.VERIFY TRIM SIZE FOR ALL DOORS AND M T OTR PRIOR TO LOCATI6NED HI O GENERAL POUNDAT ON NOTES GENERAL INSULATION NOTES $wrc.e-.ALL LocnnoN9 SHOULD Be cLG9e ro TRIM AND Au6NED WITH D.HEADER SIZE AT SECOND FLOOR TO Be(2)2NIO'S NITH /2" ONE ANOTHeR 11 THERE ARE MULTIPLE. DATE: I.ALL CONCRETE WORK SHALL CONFORM WITH THE LATEST REOVIREMENT9 1,PROVIDE R-15 MATT INSULATION IN 2X4 HALL., AND MINIMUM R-90 MATT SPACER UNLe9-OTHERWISE NOTED. OF THE AMERICAN CONCRETE INSTITUTE(ACII. INSULATION IN ALL CMILIN69 exPOSED TO EXTERNAL CONDITIONS.ALLOW 10.BLOCK AND PRCWIRM SEPARATE 9HYCIZE,TO EACH LIGHT AND GEILINb. D JUNS DDOB 2.THC MINIMUM CPmPRB-51VC BTRCNOTH OF CONCRETE AT THM END OF 2D 1+2"MINIMUM AIRSPACE METHUEN SHEATHING AND INSULATION.INSTALL 9.ALL HEADERS TO BE FREE FROM ALL SPLIT$AND G.eCK9. REVISIONS DAYS SHALL ME AS FOLLOW6, INSULATION NITH VAPOR BARRIER TO WARM SIDE. L IF EXTERIOR SECURITY L161iT HI d,USTRAED BY OWNER THE TYPE, ALL CONCRETE PLAT WORK EXPOSED TO WEATHER-9900 P.S.I. 10.PROVIDE PULL SOLID BEARING OR STUD SCARING UNDER ALL BEAM LOCATION,AND R@OUIRED 9W1TGI-1N6 MUST ALL BE VERIFIED WITH THEM. • BY OATH OEBORIPTION ALL OTHER CONCRETE•E000 P.S.I. 2.FLOORS OVER L'NCONDITICNCC SPACE TO HAVE R-19 INSULATION. BLARING P.N-15. 9.HIVAC DUCTS LOCATED IN U'N'HEATED SPACES TO Be INSULATED. C iP ALARM 19 DESIRED ALL OF THE REWIREMCNT9 MUST Be W 9.ALL.LASS TO BE PLACED ON WELL COMPACTED GRAVEL, I.ALL BEAM ANO J019i INTERSECTIONS TO Be PLUSH PRAMED WITH COORDINATED NITH TIE OWNER. 4.PROVIDE A 1/2"EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE GALVANIZED-SY HANGERS AND INSTALLED PER MNF.9PEG5. 19.PROVIDE HARD'NIRE SMOKE DETECTOR.,WITH BATTERY BACKUP.AS BLABS ON AMUTTING CONCRETE OR MASONRY WALL-OCCURRING IN p REOUIRED, IN THE IMMEDIATE VICINITY OF BEDROOMS,IN ALL BEDROOMS,AND EXTERIOR OR UNHEATED AREAS. GENEI\AL LLC�AT ON NOTES 12.ALL BEAMS TO HAVE TRIPLE]'ND BEARING UNDER EACH ENV. I SMOKE DETECTOR 19 REQUIRED PER 1,200 90,FT.OF 5PAGE(INGLUDIN'G .ICE•WATER SHIELD TO BE INSTALLED CORRECTLY AT ALL CONNECTIONS BA5eMENT). ANY SMOKE DCTeGTOR LOCATED HITHIN 20 FEET OF A KITCHEN S.PROVIDE DEEP.GORE CONTROL JOINTS AT MID POINTS OF A---- IS 19.UNLE99 OTHERWISE NOTED,PROVIDE A 2X ELATE 90LTED TO THE TOP 9LA09,BOTH DIREGT,O`!9. BETWEEN ROOP9,WALLS,CHIMNEYS,PRO LOTIONS AND PENCTRAT101.19 AND UNDER FIRST 2 COURSES OF ROOF SHINGLE AROUND PERIMETER OP ROOF. FLANGE OF ALL STEEL BEAMS WITH 3i D"DIAMETER BOLTS STAGGERED OR WITHIN 20 FEET OF.A BATI-ROOM CONTAIN-A TUB OR 5HOHMR SHALL Be AT 2A"O.G. A PHOTO ELECTRIC TYPE SMOKE DETECTOR BUT-HALL SATISFY THE _ 2.ADMCUATE ATTIC VENTILATION AND ROOF VENTS ARE TO BE PROVIDED COMPAT191LITY ReOUIREMCNT$OF 900 GMR 3003.16.2. GENERAL FLOOR PLAN NOTES A5 SHOWN ON PLANS. IA.UNLESS OTHERW15e NOTED,PROVIDE DOUBLE HEADER JOIST AND 4.PANEL BOX TO BE SIZED TO AGGOMMODATE ALL CALCULATED LOADS AND TER;,.MMER$AT ALL FLOOR OPeNIN69. _ I.VO NOT SCALE DRAH.NS5.PO'_LCW DRANI.UG DIMENSIONS ONLY.IF 3.ALL P UM91NG AND MECHANICAL VENTS TO BE LOCATED CLOSE PROVIDM FOR A MINIMUM OF E16HT SPARES, DIMENSION 1-NOT GALLED OUT,VERIFY DIMENSION NITH V2916NER. TOGETHER HITH;N THe ATTIC SPACE HHEN FO991BLe TO MINIMIZE T-E 19.STAIR GON5TRUGTION TO CONSIST OP(S)2NI2 STRINGEQ9 MIN, I�,I NUMBER OF ROOF PENeTRATl CIS.ALL PLU'MBiN.AND MCCHANIGAL VENTS GENERAL PLUI'I� NG NO T,CS 1 2.ALL DINMN910N5 ARE CALCULATED FROM.GL'T51DE PAGE OF EXTERIOR NHICH AP.e AR ABOVE THE R00P TO Be LOCATED AWAY FROM ANY PROMINENT VIER.NO VENT TO 9e ALLOHED ON T--v_FRONT ROOF.A'L I PLUMBil.SUECONTRAC TOR 19 RMOPON'SISLM POR ADHE,RIN'G TO A__ HALLS TO T--M GENTERLIN'E OF INTERIOR STUD WALL UNLESS OTHe.-s.NOTED. ' ,6 TEMPORARY 9VARORAIL9 MUST BE IN9T 110 AT ALL FLOOR OPENING.. 9T'JO HALLS NOT DI,YeN91ONED ARE TYPICALLY 2 X 4(3 METAL A.NO PVG VeNTS AND PENETRATIONS TO Be PRI.vEp AND PAINTE ED APPLICABLE GORE-4h'D SAFETY RCWIReMCNT9. TO CLOSELY MATCH THE ROOF COLOR, 17,ALL WALLS OVER10'-O"HIGH TO BE 2,N6'S AT 10"O.G.AND REGEI`/E 2 ROWS S.-LL INTERIOR HALLS TO ME COVERED WITH 1/2"GYPSUM BOARD,WITH - OF 2X6 CLOCK!-AT,/3 POINTS OF HC16HT, 2.PR SA9 9ERviGE TO ALL WATER HEATERS AND HVAG COVIPMENT COER R@ TAFe SEAMS 1n0 PLA-TMR 9K MCCAT 9 N 6U TER- O DOHN SPOUTS ARE O LOCATED ON ELEV. 'ON5. A9 ReOV oviR RED METAL RN iNFORC\G, _OGA ON9 CIO DOWN SPOUTS ARE-O CoE¢ ED ON 9 DUe TO ID TYPICAL 2X4 AND 2,16 ENT 5 OR NAL_9-O Ee B'EA AD 1/2 4 ALL-L_9 N THE 6ARAbe TO HAVE A_AVER OF S/B",TYPE X TGPOBRAP CAL GONDI`ONS`0 ALLOW ✓517I ✓RA\--A'/ x-EQ1GQ GRAVE P_YNOOD 9-+EAT-hb TO 9PA'v'OVER A__PLATE A\D 3.IF-1-1 F_A-E9 GQ�0:9�ARE GUT DUR:nG I\9�AL�ATION OF P_..I!BIN6 GENERAL P.RL RA-D b P9'M EIGARp PROM'HE OV9 DCWh 9PW-6 NO''O BE_OGA_D IN PRO`^NEl- P FIX-R 9 OR EOJ NT FROVIDE BRACI16 7 9 I'QA+�N5 BACK AND HEADERS _GOAT O\5 GJ E.9 AND DOWN SPOUTS ARE TO G_GSELY MA-H IOGe ER 1 S L A_BA HAL D TOILET AREA. LS AND CC I- "a AV_ACENT-O NET `�¢M COLOR OP HOLSB NOTES AQEA]TO M NA?ER RE3 9�An 6 3L^�BG>.RO FLOOR FR, b-AlO" 9 GO'S?¢LG'EC IS TO P¢TU DE BEST A > PG CT 5S ISLE AGG SS O-.._-/AG DUS AND.:nGBv RJG-ED RI;hS'OR - G 9" ¢lal,ER9�O BE'✓E\^ED A-'oEO. b BEVROC " DENS O HAVE A --UM IS.G_BAR CPE\NG OF 3.3 TEE VLG`NGRK. E.ALL _ n.B 3 'D 9 C.'9 TO ME LIC-EP O-_ 5C FT A 'IML NET lLaAR GFENIN.OF 2C 11 _A 'GG 'E H EN 9 C 5 TO B OGA`O O-HE¢ �ROF eD-A IC A..AT'HUM P,N SHED SILL HEIbHT Ov 2O PRO`/DE B_GGK n6 A _AT nE=TOG4�0,'A, ,-.E -V v 0 9 MM FRO O 'T`/CW L +CN-3-. CKS TO Be MED FROM c n 3^ED ,-CO . AND A TD G_O.__Y�' H ROOF GO_OR. 2 P¢GvDE 2x..RAFTER _9 A -�9 n-.RE_019T RUN I I 1 '- ALL M-A59 LOCATED -1N;D'"OP PLOGR.OR 2" IF A POOR 5n.16 A E i OH I "L9-9C�_MF=QED O 99. 22..:P b.PROVIDE 9-OnER GUa'AIN RODS IN %9S N ALL BA-HS. SQUARE VA: 1 E. R RS V 'DOE 90ARO9 TO BE G\E 5.__LARGER�''-AN LIVING AREA ADDITION TYPICAL RAP -R9 BSS O -E 'ISE o ED ON PANS FFIIRDSITT�FpLIyOOR- 480 BO.FT. _y E epEpCOND FLOOR- 3-BO.FT. B.B\y^vR.M OP 90 GF� Nv QA.5$:.GODS`a B D E =V O 9= SIDE. 29 PROVIDE_.6 COLLAR S U 5 O R IG _V:ST A\GE I TOTAL TDO 80.FT. . - 5M`nEEN¢OOE BOARD AND GE LINO O 9 49 O.C. SUBCOhTRAC-OR`O IELD VBR ALL GAD-T DEN5 0 5 B_FO¢E ADDITION 2A EROv DE v9,;_AT Cn BAFFLES A A/E`/ENT.BETH�EN RAPTE¢9. I GARAGE E NIA PABRIGATI ON. r :S.¢EWIRED bv>RORAiLS ON 9>LGONIE9. SEALS: HES.DECK-AND R,I'9eD PLOC3+QEA9.SHALL HA E -E16F.T GP Z. MEAEIRBp vERTIGA LLY PROM TH2 F:N19�ED FLOOR. A...\ML... PROJECT* HRD-04 " I DRAWN BY: JPN I BMHHT: I 1 I G N 1 I I f I I OF I GAD FILE: i 2 UHRD/PROJECTS1LLffNER �a'is �a't,° ■ Hagerty �I x�sznsiv°r�. zo Camrmralal Dri WnMh�m.MA 02093 .4. exlDnNe Q Q ENTRYLL r r } �- � z J 0 w I o Q w a e%IDTIna exlanra BEDTRM. j Q LIL f- -1TGHEN DINING to W ROOM exlD— 0 M ? J BATHRM LL Q m Q 4 W 5Q > m m Q 2 Z Z a w 0 uw --- J cn U p co W W1111 Hl I! MIMI I (1 1 1 1 1 exrenNe exitTIq LI\/INCG BED It 0.. 2 ROOM 0 r 6L DAT Y JUNE 2000 REVISIONS • Sy DATE DESCRIPTION exlenNo WEST ELEVATION exIDTINb ExIDTIIVs FIRST FLOOR PLAN SECOND FLOOR PLAN DGAL6 /s'.I'-0' 9GALe.iH'.I'�' i EXISTING CONDITIONS I I 11 111 1 1� SQUARE FOOTAGE LIVING AREA: ADDITION FIRST FLOOR 460 80.FT. Ir i l I I I.'I IIII I' I III IIII SEgpplT�p�I COND FLOOR- 300 SO.FT. ADDITION TO A II � 11 I 'I 'I I' Ir T L- TDO SO.FT. II IIII ' OARAQE WA 'l l 1111 1 1 f it I II 1'11 'li ICI r ! II it i 111 r:l t 1 1 1I' I SCALE: III I II : II I 1'" 1 II 1 liIi Ifirl II 1 I I I I I II II rl I I PROJECTr: II' !I' II I'll NRD-040306 �: 1� Q II " r DRAWN 9Y: JPH I FE] '11 j I I I 11 I I 1 11 Ir •'�oOO7 ; I ■ ❑ 1 II 1 'II I till SHEET: l I ,1II (IIII All it ll! I ' I, ' lil 1I11 I I'Ir II I•r II'I i l r I'I • enNo SOUTH ELEVATION NORTH ELEVATION i II OF 3 9GALe.I/4 r'b' ' e%18TIN0' EAST ELEVATION CAD'LE: ZvHRD/PROJECTSILUTHER noHagerty ; w3sm3aNTIAL QO Cemm.l W Omn p � w�..mvm.w,ozoaa ► - ley a:1._3. 4.-0• 006 0 LL s4 O s4 Z I �a,.e I 2.6 -O. W b'-.DU PATIO b' Q W Q ;� PworoeeD (� ( ( Q Q I I 4'-IO• II'-3• Q Q � c ENT RY \1�JI � � � !. pip O m PGt1GO6GD _ ✓\I O ,iLP / GTE. J - - - -- --- / ' 0 Z Poo*IN'e°iael:w'. PoorlNeeLw, 5 O x YYYYYY m '� IxvPe celuwl m 4 � T = W i yII DINETTE �a• WeT (D P�PDe� Z ATH e%15T .J rZ ex16TtN lx10i1M a `T"'� IN6 e,6eTIN6 ill FAMILY ii DINING ii � BED RM, BED RM. -- Lu U ROOM ROOM m I�f I I I I 2) o R cbe m I Q 0 Q —P�'ncl".'IRoee'_-� t �' In W W r II II I �1 00 M BED L __ Pp6iD0✓W i � ss L a ROO O ss 00 �, . 2 PooTIN6 9eLDW ' �l Q KII GHEN O FFffl mKe --- D AN liNe a e�lr ApOVj_ I �� � OLOPC GCILINS 1 � LL P TRY ' VII a0 O II DW I O DATE: ule_J_JJJ e`x1,6TNe - OB O O exININb e I REVIGIC 13 LI V ING Cps I BED RM. • BY DATE DESCRIPTION eHDKe ' ► ROOM Dei. 7_4" 5'-gl'2" g'-gkj° 1'-9" �6 54 :p i 1 54 I I I I I PRaPaxo FIRST FLOOR PLAN SECOND FLOOR PLAN xALe,1,4..1'b' xALe.I,4•.Ib. PROPOSED FIRST FLOOR PLANS DOOR SGFIEDULE NUMBeR SIZE MATERIAL 5TYLE RCJGH OPENING NOTC-9 9Obb WOOD/6LA55 PATIO VERIPY W MNP. 9EE PLAN POR MUNTIN LAYOUT SQUARE FOOTAGE ] 5066 SOLID WOODI 6-PANEL 9'-3-I/]"..6'-10-I/3' LIVING AREA: 9 25b0 WOOD/6LA5 FULL VIEW 3'-!O-I/3"x 6'-10-I/2" TTpp 4 3b6D WOOD/6LA9 PULL VIEWgFIpRpBT�IFp1Ly�R 460 BO.FT. 5 2066 WOOD b-PANEL 3'-]-1/]'a 6'-10-1/3' BECSND FLOOR 3O0 SO.FT, 6 3660 WOOD b-PANEL ]'-6-1/]'x 6'-10-1/3" ADDITION 366D WOOD b-PANEL ]'-10-1/]"x O'-IO-I/3" T TAL TDO 80.FT. ADDITION H 3000 WOOD a'-POLO ]'-10-I/]"x O'-10-I/3" LOWEREp GARAGE� WA 346D WOOD b-PANEL 10 366D WOOD b-PANEL A LE 1/4• t'-0• 11 3060 WOOD b-PANEL 3'-]-1/3"x 6'-IO-I/]' 13 360D WOOD b-PANEL 3'-O-I/3"x b'-IO-I/3" PROJEC M: 19 3665 WOOD b-PANEL 3666 WOOD b-PANEL 3'-D-I/3'x O'-10-I/3• HRD-640500 DRAWN BY: WINDOW SCHEDULE JPH SHEET: ID MANUPAGTURER SIZE 9TYl@ ROJOH OP@Nilvb JAMS HEADER H@16Hi A ANpER9EN 3g40 DEL.HUN6 VERIPY W MNP. 4-P/16" ATGH E%i9TlN6 B AND@RSEN 16510 DEL.HUNG VERIPY W MNP. 4 46" H16H AS POSSIBLE G ANDBR5EN 34910 DEL.HUNG VERIPY W MNP. 4-�/16" H16H AS POSSIBLE D A110—N An351 ANWIN6 VERIPY W MNP. 4_1/16" 9EE @LEVA ON5 TOTAL 2 NOT@-WINDOW 9CHEOULS BASED ON ANDERSeN WINDOW, AT LEAST ONE BEDROOM WINDOW SHALL HAVE 9.5 SO.Pr,.NET CLEAR OPENING, OPENING 9HALL BE]0"P 2-IN EITHER DIRECTION, AND 91AL4 HAVE A SILL HEIGHT NOT OREATER THAN 44" VERIFY OF 9 ALL RGUGH OPENI-5 WITH 5UPPLIER .yEE @L@VATION9 POR MUNTIN LAYOUT C I - _ ZIIRO/PROJECTS OTHER • j-;agerty /I xasms�.i. 00 Oommrd•1 DrN. iti,i 1•111.MA=003 •o•-ee4-1.1• cR�cKer LL wvoe ve>wi 0 LL fey IY a'*Lwlve i��°�cr+,� AerHALr e.nNeLeawJ • 'a► z rR /-�Y I'Gti UNDIRLAYwVt. Cy� O V / Q L Q - - - —/ a c Z wz tGG.W.RR 1>IIIGLG IC{..1ARR OH,GI,D .9, HI it I'll Hill 11 A A G O cr J H TAxIA LGAD RP.�INJ W rp L W O N wRNeRe Z o cAL ■ I w Ow 2 ceoi.Ia A W 0 eHill, W a = SOUTH ELE"Iti/ATION I ( I I I I I I a IMAM iI I I I •JUNE IlMe -L REVISIONS • BY OATS D@BCRIPTION PROPOpGp EAST ELE\/ATION RIDGE VENT Iv. r ul+ve'R"'L�G°rwen,• / / L eHINOLm w J �Ra No cimc:AseHlw / �le:reir uNDeRL.YrneNr i PROPOSED h � � � EXTERIOR ELEVATIONS - IGG.MARR JMIGLD I' - IGG.Y1rNR - - - - M1 9HIGLD � I III I ILeAD1PLAY!IIFp I.. I 1 = ' eH,NeLo w 1 IGe.w�TGR BHIGLD GRLAYMGNT 4� SQUAREFOOTAGE LIVINGITpANREA: gFIDRISTTI'FpLF�OOR 460 SQ.FT. ® ' pSDECCDOIND FLOOR 900 @O.Ff. D ©� m m m TOT L' )OO 80.Ff. a ry R EC - ADDITION . 0 yI]�� 1 GANG WA ' © L.L it "I Y114- IU, I 1 PFIO.IE •: HRD•04090• II I I DRAWN BY: JPM @H E : I ,� — � — — _PRDPD.GD WEST ELE\/ATION NORTH ELE\/ATI ON F AD FIL ----PRO.JECTB/LUTME R nJHagerty RBSIDSAPPIAL !D D—raDl D Wmnth. .w.D]DD] we-ses.,!i! !X DTM WI ---- exivuow wALL O exlerlr.s JOIeT U. z J exlen«e PND.vrALL elv.De 0 =ll=—;5 m !- II-III III=1Iu Q W Q Q L F Z f/) W III=III-III.:'. . ,.,-:.. I=1 I MNDOR PIH lX1DnHe �j=III-III= III H& +• Io`Powor e CC Z 36'-10" O L L =•_O• cc r r 4'-6zw " M o zw LU LexD DAav+enie Alm aRAre�.cee `L J 0IG«Ane NDr YlHrILAT®Al.e I.lm1�eD rD x rl1 TYP I GAL UNDERP I NN f NG DETAIL L lwlPPev wTn A McG«An1GAL veHnv.nan eYeTlM. I ,A uTeocM.Deoe.D.D.e OF EXISTING FOUNDATION WALL Q W I]•em.coHCT new on]+•em e In`Dr-0" W W T + eNar— — s«eLP — — — — — 51 T ♦ e nP I 2'-0' _ O i 4 I I KG,NPDBGINO.a��!!D�IL e I 5'_4" 51,_1" 31_1. a eroXY w.NILn A AD«llelve q O '. I He eYereM IN L — — y. mi+BeooeD eMIN�Inro fMAx I 11 �p �w wANOLL i IXi-o.o°:✓�ncALLr. Ib _ + -J v a ' O�— w1iN GLG. I JUNE 400! 1 te0].e roar I a«!LP PRDM eeAM A , I I o REVISIONS r • BY DATE DESCRIPTION PuwNAc!ola ►� big =�I ,111 um CI I I I .. �x �: ` PIbPOelD PULL BASEMENT _ - - ( I •colic.BLAB PLoo1l R,7'IAZ m BASerPreNTI i I I I I m D ^Fl REOUIREMENTS FOR MASONRY PIREPLACES AND CHIMNEYS 4 I I gf � I I DEi. I T«IGK � I /I ITQI LeTTew ReaulAII4Me I HI w of corers r`uou0 I .,,.IPP. «eART«DI.AB T«IGKNCOO D +- MSART«exTlNelo« e°ISAwTN exTewelon.e eo.Pr, I GONORliL POOTINO r �«DID!OP OP�lINO) I]°NCARTI!XTlIbION NI 90.PT. IDFO.eIAM ADOv! I / I—OIL `—I wliM KpYWAY �.. 1 TRONT O�T II�W a ID°«PJ.Rn1 dtTlMiOn.O e0.PT. P M TANK •1@ARTH lXTIgAI .PTG w.1]• -J I E,.T»eLAD w erowclw D N 0 HG Y TO TD CONr1NY0 p +• I I I WlIO«T AND ALL IMPOet9 LOADe 1 GONG.POOTIN6 ( ,.,,.. •,, I �1yY TlIIOICNCm OP WALL OP PInl00X ! 12•SOLID BIVGK OR D•YINeft!A PIRBB — nroRGl �HD41HD erVe wTe LM�D Yw AOH�a vL —� — o'eNlw ro T«woAr P LDI.—ID Uxe.—1—I« D PIR®M1IOK I/4•MIJC PROPOSED �Me®DDD D•„IN,INra PHAe! eMDK!G«N«e!R t9ee>e«nP FOUNDATION S� nen wAL.L.1] O.G.venniAL1Y. i RlAR wALL-T«ICAD+EDp O O• PI.oNr wAu.-T11tOKNGee D• PLAN 54 (- G111MNlY YCM1nOAL Pl1IPOROIW ro.T 1IbDMAmAGMlDlTTD I �,,,,,�, " i ,\` x1eM1c LOAD wllHPowceMvrr I � '� I• «DLISOI,TAL•lIN.DROINO -- «Dr Il!(y11�®IN MAeeAGH,DlT,a p DOHD NO ePeG1PIm KCOUIwe �— __ A_ PIRGPLAG!LINTlL L NONGOMDUDTIDL!MATlIIIAL wALLe WIT«Pwe uN:He M RlPG0.To Tao cMa m1o.]A SOAR SOARE FOOYAGF r..aceaP OIOTANCCD DRY'✓m�ADJAGlNT LIVING AREA: ro..1..1 war SSa. -. PLC wIPGR r0 TDO OM1a m10.].1 FIRS OR 680 BO.FT. b G _ IPpK,rly!PLLA AgIA r RlPpl TO TDO GMI{m10.].10 n1m mIOJ.II Ap CITaN 5 cLlAffANGtO SECOND FLOOR- 3O0 BO.FT. WOOD PRAM@ Alm RlP�I TD TOO GMR m10,].I+AHD ml0�.11 A DITION T. GARAGE- TOO BO.F A ADORION POxD GL[�CD TO GONSYenpLle .°• RVlR M TDO GNOI]IIIA SCA E: FOUNDATIONPLAN �==—a GKHme IND e•eAc«e1De OP PIwvLAGI wLL '/`- PR ECTD: HRD-O+O]OS DRAWN BY: JPH n FIREPLACE/GH1 MNEY DETAI LS SHEET: NT. s i OF e CAD FILE: MMRD/P ROJECTSILUTHER • Hagerty �— RESIDBN'TIAL 20 C—.aw 136— VVmrft uO,MA 020W WO-364.1916 O z J w °o Q LU a a LL 36'-10" Z CC Z J Q W 2 > ,k (]!4-1/.•LVL (L 1.10 (1�.IG 777nl 1-eH•. -1/6'LVL �I � I W � 0 rW' 3xa JOISTS•la•O.c. Q J v n n O Q W 'II Lf) N � 1// 4 eG URG T TN(/LG oe LOK 16fl 6 L 0 , I i, n 4- I.NO'O>®6GAM AJwve ro>r vorw ro Xu»ia roer noJva To ro)]b PORT (I)II-1/6`LVL roOTlw 6eLOW Au+eew J ppTINO eeLOW s /1 PROM G6AH Aeove J ) .1 LL DATE: c JUNe aooe III BY DATE REVISIONS S I LLLL 400 Q roiNr Lo.w 8cl 400-I.q DP -Q Q BGI -1.9 F m wn nlvee m n � m I-JOISTS•16"OA. - �j � � I-JOISTS•16"O.G. - I t i I P(o4Jer oov aro QI roonlu xLOW I 1•IiOIHIH GG,wrADOVG i I ! II II I n)a- nJ>ao I I j FLOOR I FRAMING PLANS I I ' ! SO ARE FOOTAGE Ib'-O• 11'-O" Ib'-O" LIVING AREA: ADDITION PnovO>Gc FIRST FLOOR- 460 BO.Ff. ooPo>ev SF_GOND FLOOR FRA4M[NG PLAN BOD 1'JDFLooR 300 SQ.FT- FIRST FLOOR FR,4M I NG PLAN ADDITION� xAL.,I/4 �•_O• —AL..I/4•-I-` TOTA1. 760 SQ.Ff. ADDITION GARAGE- WA SCALE: 1/4' 1•-O' PROJECT M: HRD- WIXI J ORA BY: JPH- SHEET: S 2 OF 6 CAD FILE: 2v4RO/PR0JECTS/LUTH E R nHagerty �- RESIDENTIAL ' 20 CoRlm.eaw Dl o Wt�rMvn,MA 02093 W6-3114-1910 Q L Z W QLu LL f co Q Z J a WV 2LU -.� it T i w '0A (wj Ixb RAFTERS,o 16°O.G. 3x6 RAFTERS s 16"O.G. J V, `� 4 4 4 ^ 0 to W f'' I( IL � f ROOF GRIGK�T Q ATTACH TO RAPTGRp M c I JOI TO r]1 JAG,"" DATE: Y JUNE 2000 POe� l I ]xD RAFTER$•16"O.G. n/2x4 REVISIONS ip RID02 PoeTD uP I I I : rp RIv®G • BY DATE DESCRIPTION 4 � TO RIDOG STIUGTUR.V-RID6G m 2x6 JOISTS®16"O.G. m Y m f m - m 4� n/JAGK eTUDe - I 2x6 RAFTERS®16"O.G. I ATTAGN TO RAPTGM I 1 �I 1 I 'l r, ' PROPOSED I-� ' CEILING & �{ O OF FRAMING I I i I PLANS i •, ___ A �I'-O" 6'-C" _—_� HO UVINO IN.AREA:FOOTAGE ROP09ED RpPp.�,p ADDITION IRST GEILINCG FRAMING PLAN ROOF FRAMING PLAN SEEONDFLOOR_ 460 o:FT: ADDITION TOTAL� 7C0 8O.FT. GARAGE WA SCALE: 1/4'-1'-0' PROJECT•: HRD-04030! DRAW BY: JPH SHEE : S 3 OF 5 CAD FIL ZY RD/PROJECTS/LLITHER • Hagerty !— RBSIDBNTIAL c •D M^. c wR�aa,.al.w,0 ' 0 ->B1-IY1 a•, 00 6 cr ]+O ACe,Ae...TeD LL i / ii// R;DJe veNT T eILL Y1L A>'NALr DN;wLe rtr•RJ O Nor ol►eALVANIao w IB LB.xeLr uwe�uArnen n•BOLT�s�c•a.c. u•ewow+cowxeRe I•', C -IN GONGRLTL 4" :wb RpO�RAr,eR L /rT►J b•es, W n I7'GDx,LYwOOD Lu Y ���•�' ROOD ONBAT.NNO• � O � M 5Q ` '/�ATTIC wer D',aALVANI� A�� y � V, W n•eoLr.e•mecj IC L Ren GeRxeRB 0 Z J 'e•Ge�. - W Q wAu C • �In•e,+.BOARD T'RJ T !� c, �• •wYlve veN,n y roR AIR'Low W eTRA'vlNo•Ie•o.c.n',+J O L L F r r ,4 SHELF DETAIL :.,, RAC eR Q W O Z ecALe.;-In•.ro• e•o.c. W ex;enlw / meroxD - oeeD x j 0 U B BEDROOM ATH BEDROOM i W T All—I T>xlNelB ITYrJ w I,LB.rCLT UNDeRLA,reN 0 veN,Bv—;T ` a- L 2.e Reece RA.zR 0 r 0 COx w.YwooD ROOD a An C - •JUNE IIDoe 1/]'eYr.BOARD(TYRJ REVISIONS w BBAn a BY DATE DESCRIPTION �li]•OY'.BOARD(,TrJ brwAl.Rlno a Ib"OA.RYRJ II 9-I/]'iN>uLATON TRAT;NO b Ib•OL.fT/rJ VAroR BARRIGR F II i �o I Q see pae^,.*�o�b I i-qC m b'ece. PRovoeeD exlenNe n,oroeeD I.ROPoeeD Z ADDITION I FAMILY ROOM PORCH KITCHEN AIR RerARDANr I I I ! Na.,m YUiAP '� va-rlR�LYwoov>Nc.ArNINe I 6LUCD �l _ j! , ///�ii��ir�%i/i/%/�!i/. I •1✓�Y� ��y � . .Y � YX� :X. "Y.`<X. � BUILDING I' Il l l 11 11 L III —I III—III=III=_ !IiI SECTIONS _ I I I ! I— I ' e•R.I,BATT INsuL I I =1 I I III=Ili I I!I I'—III ! III—III III—I i l IIi= --I!I_ I A !1= S4 SE BAMENT 1= 1 _ !=111=i!I—I!I i -I'Ili,�IIII!11 IIIiI!�III (! II!— •.. BA!/I_I- ENT m LIOVINO AREA; AGE I I i I_ I. ANr rRoorlNe FIR®T ! III—! I i GONG.Poor Ne ='Eli! I I' I I!! I I I I I 1 I l l! III I+ �� I ! III III pTm re e'R oe Mffw�L OR- aoo so.PT. i I —III — e NDAT eN w LL I I I'! I i I I I I III I r;N,cv.•-o-BeLow bRAve 11—i 4 YWT O Q u_ Tso Bo.Fr. WA A•­ w.�,L Dee. 11=!I!—i I— I— I—I I— I—. i_ i— I— i PaLr vAwoR eARR eR >/w•oroxe I I '-1 C S I I;I i FE!I; •I I I-I 1=! ITI!i!- _i I -'_'=1 i i i i=i i B�1=i it ,! i= GONn�G s KeY,AY _ IiI—I I_ v.•_,•-o- =1 �!i i' I 1— 11= II—��.: 11 !—IIII— I 1 !�IIIi I1 I1 __ _II _!I PRQ1ECTe:—! !=1{I= {!— i I— I I —III— I I=!I ! �I �.. .. � .. _ .. ��]o•GONG roonNe ! —III— - �I I— !I- ;Ne oN vRb N>oIL HRD-W03aB D—A BY: III I I I ! I (I _ !— I !— I 'I I — I i—• 1— —1 Boman oe rooTlNe JPH BUILDING GROSS SECTI ON n_ BUILDING GROSS SECTION OF a CAD F . ZJHRD/PROJECT—U7HER nHaserty �/ RH9IDHNTIAL D eu•ee+•,a,e O } O J rw / C LL TTI C Q G ATTIC, I I �%/ I I A TT IC, Q II < a � Z J / II iI W I > I/3.GYP.DOARD(TTJ iI ,I I DTRAPPI O.le`e�.rt P, Q = cr % I I 0 H H w D 0 w LAu I I HALLWAY BEDROOM Q J t0 U II w W II II o _ I I I I e-In^INewAnDN � D/4' TKO DUDPLOOR R•ID OWeD�xaeweD VAPOR DARRIDR O II II � Imjjj/j Bee GLNATIOND POR BPGD. A / NDv,DeAH Y JUNK Doe NOype N¢AP REVISIONS DTRAPPINb•le`O.O.fTTPJ I BY DATE DESCRIPTION � 1 I/3•PIR PLrNDOD DNDATNINe / FAMILY ROOM DININGT ROOM fGITCHEN l I li I I II 1 9/4' T e DUDPLOOP :% I �BWDD�xRDHeD i `'/%Y%'�%'L%:'/,'/%j '%i%";%�>%'//ii%3%'/�7 i�7%�/'�/;i�'j:"%.iY�'/i 7%/'•,//'iii%ii;;i/,•j7 i��7 ('i��%"./%/.1'/ j, 11771. 11-1%/i '/ �' BUILDING ' I I III I1!11 j w-„ A j % cAP _e A 1=I I1=1 I I SECTION OR D•+L.VCR ORRIBR I!I—! III—III—III- l !—III I I I I i 1 I El 11 � _I II1 ! I PRe�AeT DTA,RD 1 1 I 1 I I— I 1 New S.e xARINo w,LL I-1�I '.1 l!_!! M i 1=!!i=i 1'— I Ili=1 I-1!! I I I I I f—I =I i I i!EEi I I—I I — -_ — I I I —III I I 1 ex Dr Ne I I—I I I I I— 11 = 1 I l 11f—I1 i—I1 I —I1I- CRAWL SPACE __ 1=11 II1=11I —II I — , �eD fI I1=III I _ '— Ij IjI 1 ! j I BASEMENT SQUARE r- o ce LIVING AREA: -I I I I I—III I I —I I(—III nAL� Ell I 1 AIRBIT FLOOR 450 SO.FT. PT DOLe PLATe ADAINaT I —I —i — P .I III I —� _ S POOR_ 3w SO.PT. — I I—I I 1 1 1-1 I I I I I—i _I A��a + II- -I I I-111-I l -1 I -I I I—I !- - -- - - - i 1 111-' . I DITION =III-i TAL� TEO SO.FT. ':' =1�. —it—_.. I=1�—III=1III=I�I I—I i I=i! _!i I—III=1 I I=1 I i- 48 I-I11=I!i=1 =I ;_;1 I_; 1=I;! COG DLAD w„ IL Dte. _ QADRA 6 WA I—I Ell El I I-111=1 I E!!Ed i _=i i Ei i I=1 i 1=1 PeLr APOR D RRIeR DTaND i i—III III—I 1-I 1I— i I_I 11, I'I _— I I =i i=i 1 1—I I 11— I.—i I —III—. III 11—I I I _I 1 .-_,•D —1 — I PROJECT M: —11 =1 I—III —_'11=I I —I —I —III-- j 1—I =1 I—III=III 11 I—IIIIII=I HRO W030e 1—I!,_!I !I I I= =1 I'-1 I _I I—I 1_ !I— f— I' DRAWN BY: 1 _ :=i JPH SHEET: n BUILDING GROSS SECTION S5 xALe,ur•1 D - OF e cnD I e: ZVHRD/PROJECTS/LUTHE R CENTERV'ILLE �F LOCUS 4/ A.M. 208 A.M. 208 PAR. 85-9 PAR. 89-1 FF, Z /O6.6,5 N APPROX. LOCATION N \OF CESSPOOLS (TO BE PUMPED / ILLED W/SAND) PER TIE CARD LOCUS MAP A.M. 2O8 PLAN REF: SEE PLAN TP#1 I DEED REF: 1029/161 / I PAR. 86 ZONING: "RC-2" // 33.5' __ ASSESSORS MAP: 208 PARCEL 86/ _ AREA=17740t S.F. �r�PROPOSED S.A. , ' FLOOD ZONE: "C" r m �/ I--,- i O O O i AQUIFER PROTECTION OVERLAY DISTRICT —i cn `' �L--- -- -- 2--- m /m / IPROP. � ( ID—BOX x / -Al N m ;u / O PROPOSED 31.3' 11 2 EXISTING 2s.2 I 0 1500 GAL. �� p� SEPTIC SYSTEM 0 D r \ CLEANOUTS i TANK o �1 01) �� �,� REPAIR/UPGRADE PLAN BENCHMARK: ��. °` � �- LOCATED AT: 0o r , I #156 SOUTH MAIN ST. CA 48.3' TOP OF FOUNDATION � �`� � CEN TER VI LLE, MA. I I ' SILL— I EL.=52.9 (G.I.S.t) Q 1 1 52.9 2 QjO A.M. 208 HOUSE � PREPARED FOR APPLICANT: PAR. 85-8 I I / #156 v �O ALLEN & STEPHANIE r LUTHER BENCHMARK: I 1 / 126.3' TOP OF CONC. BOUND W/DISK I r l I ��H OF APRIL 28, 2006 EL.=50.80' (G.I.S.f) I / I / 23.3 ��P s4, 1 / i W I 4 0�' EDWARD L. ti / l o PESCE — — -------------- civic SCALE: 1 =20 01 -- 87.6 -------------------- — _ No.320 Q .. ----------------------- ----- si0 PESCE ENGINEERING & GUTTERLINE I ASSOCIATES p� 451 RAYMOND ROAD A4ZL7U MAIN STREET SOUTH PLYMOUTH, MA 02360 NOTE: LOT LINE INFORMATION SHOWN WAS COMPILED FROM ABUTTING EPESCE 8)743 H9206 T � GUTTERLINE RECORDED PLANS. ITS RECOMMENDED THAT A PLAN SUITABLE FOR PH.(508)743-f9206 RECORDING AT THE REGISTRY OF DEEDS BE PREPARED. SHEET 1 OF 2 J# 1048 4" SCHEDULE 40 P.V.C. PROFILE OF E .OLEV F52 FOUNDATION MIN. PITCH 1/8" PER FOOT SEWAGE DISPOSAL SYSTEM ---10' MINIMUM (NOT TO SCALE) 2" LAYER OF EL= 52.8 EL= 52.1 WASHED STONE EL= 51.7 ' " � oO4/ rise . . irr . . . . . rr EL= 51.2 MIN. 9" COVER ' ' ' ' ' ' r / l 4" SCHEDULE 40 P.V.C. OR EQUAL CONC. INVERT CLEAN SAND FILL Aft RISER & EL= 48.6 ' MIN. PITCH 1/4" PER FOOT 6.5' S=0.06 COVER FOR 2' LONGEST RUN ��gT �� PER 310 CMR 15.25 MIN. OW LINE >>5' '6OB EL= 49.4 a, \�EISTING 10"VERTS INVERT iMIN. 14" INVERT ° °° o a o 0 0 0EIN 50.35 INVERT 8 SUMP INVERT o 00 0°= 51.98 4' ADD GAS EL- 50.10 EL= 49.70 EL= 49.5 24 0 O O O O O 0 O ocp Qy BAFFLE 6" BASE OF CRUSHED STONE OR EL= 46.6 °° ° °��"' EL= 46.6 MECHANICALLY COMPACTED 4.0' 8.5' 4.0' 6" BASE OF CRUSHED STONE OR PROPOSED 33.5' MECHANICALLY COMPACTED DISTRIBUTION 3-500 GAL. DRY WELLS (4'-10" X 8'-6" X 2'-900) PROPOSED BOX WASHED STONE" SOIL ABSORBTION (TRENCH FORMATION) "I 177. 1 ,500 GALLON TANK SYSTEM (S.A.S.) 12.83' X 33.5' BOTTOM OF TEST HOLE ELEV.= 39.1' TEST PIT RESULTS: (NO GROUND WATER) OBSERVATION HOLE #1 EL.=50.6 GENERAL NOTES PERCOLATION RATE <2 MIN./IN. BOTTOM AT 63" ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 49.35 0-15" A SANDY LOAM ----- ----- --- TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 48.6 15-24" B LOAMY SAND 10YR5 6 ------ ---- FOR SUBSURFACE DISPOSAL OF SEWAGE. PERC 2. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 39.1 24-138" C MED.-COARSE SAND 2.5Y7 4 ----- --- CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE NO GROUNDWATER ENCOUNTERED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY MUST WITHSTAND H-20 LOADING. 3. UTILITIES SHOWN ON PLAN ARE APPROXIMATE ONLY, OBSERVATION HOLE #2 EL.=51 .4 TH8O EXCAVATION AT LEAST 72 HOURS PRIOR TO CONTRACTOR ALL I"DIG-SAFE" EXCAVATION PERCOLATION RATE <2 MIN:/IN. BOTTOM AT 54 " DESIGN DATA: TO VERIFY LOCATION ELEV. DEPTH (IN.) HORIZON TEXTURE - COLOR MOTTLING OTHER 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 50.3 0-14" A SANDY LOAM ----- ----- -- NUMBER OF BEDROOMS.... 4 5. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE 49.4 14-24" B LOAMY SAND 1OYR6 8 ------ ---- GARBAGE DISPOSAL.................__ NO OVER THE S.A.S. AND DISTRIBUTION BOX. PERC TOTAL ESTIMATED FLOW 6. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF _____ (110 GAL:/BR./DAY X 4 BR.) 440 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 40.1 24-132 C MED.-COARSE SAND 2.5Y7 6 --_ 440GPD X 200% = 880 GAL THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND NO GROUNDWATER;ENCOUNTERED USE 1500 GAL. SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. 7. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SOIL TEST DATE: I 04 06 06 INSTALL: 3-500 GAL. DRY WELLS (W/4' CRUSHED STONE 8. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A��GAS B.O.H. AGENT: DON DESMARAIS, R.S. ON THE SIDES, 4' ON THE ENDS) BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED .OF 4 PVC. 9. LOCUS PARCEL 86 ON ASSESSORS MAP 208 IS NOT AFFECTED BY SOIL EVALUATOR: EDWARD L. PESCE, P.E. SOIL CLASSIFICATION................ A SPECIAL FLOOD HAZARD AREA. EXCAVATOR: JOEY'S SEPTIC DESIGN PERCOLATION RATE..... <2�II IN,/IN. 10. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION EFFLUENT LOADING RATE.........-_24_-- TO PESCE ENGINEERING FOR B.O.H. AND DESIGN ENGINEERS REVIEW ' REQUIRED LEACHING CAPACITY.....440 GALZDAY AND APPROVAL. LEACHING CAPACITY PROVIDED.....455_.1_9 GAL/DAY 11. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND SIDEWALL:(12.83' + 33.5')x2x(2 SIDES)(.74)= 137.14 GAL/DAY ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING BOTTOM: (12.83' x 33.5')(.74)= 318.05 GAL/DAY WORK ON THE SITE. 12. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE TOTAL= 455.19 GAL/DAY WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APRIL 28, 2006 SHEET 2 OF 2 J# 1048