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HomeMy WebLinkAbout0288 CLAMSHELL COVE ROAD - Health 288 C'lamshell Cove Road IV Cotut r e — - --- - - - - --- - A=005 --001 P r No. � Fee '^ THE COMMONYVEALFH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS S - 4ptication for Bisposal *pstrm Construction permit Application for a Permit to Construct(Y Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. .1R6 OLA Ai-s,lc-'c.C,ag I,, oel, QoTu c t 7AAJ -ITI&Mee. claw Assessor's Map/Parcel Q®.l 00/ �c�lSr®k ar1R 0/ y& d®8—S/2 9—Z/9,e Installer's Name,Address,and fel.No. Des,i;per's Name Address and Tel o. Type of Building: Dwelling No.of Bedrooms Lot Size &Zi 61FO sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) \?4f) gpd Design flow provided i 7��2 gpd Plan Date�//�5�O Number of sheets / Revision Date Title Ad�X AtL/' 1,eW t Size of Septic Tank /a p0 9 Type of S.A.S. C6�q t�t{' ER S Description of Soil Nature of Repairs.or Alterations(Answer when applicable) Date last inspected: Agreement:. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th ironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of t . ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 7� Date Issued ,r . � 1�>> •� �. �� . .sew `���`� No. / •. x+ Fee THE COMMON EAL TH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Bispo$a'Y bpBtPltt Construction 3permit Application fora Permit to Construe( <.;Repa (� (6 ade(�)'Abandon( ). ❑Complete System ❑Individual Components" t Location Address or Lot No. r�y _ rr ' y wne's Name,`Address,and Tel.No. S18 0Z ►zfd Mee c ev✓e-4 ssessor s Map/Parcel c / , 9c3 Installer'sName,Address,and Tel.No#.Fr` ^ Designer's Name,Address,and Tel.No. Y r-F AVA Type of Building: Y 1 ,, C. ,, Dwelling No.of Bedrooms ._�v f! Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd ; Design flow provided -T� � pd Plan .� Date Number of sheets / Revision Date 1-2 Title */°F!I ssr t� ®�#A/ Size of Septic Tank i-- Type of S.A.S. Description of Soil • . ✓� Nature of Repairs or Alterations(Answer when applicable) y 1 Date last inspected: F 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 4the, vironmental Code and riot to place the system in operation until a Certificate of Compliance has been issued by this Boarh. Signed Date ---� t Application Approved by � / �,� Date - Application Disapproved by Date for the following reasons Permit No. �;L r) 1 Date Issued ) f ) ► Q- ------.----------------------------------------------------------:------------=------------------------------------=_=----------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( i) Repaired( ) Upgraded( ) Abandoned( )by at j.4 g n 1-A04�i�_6 _ has been constructed in accordance with the provisions of Titl�e-5 and the for Disposal System Construction Permit No dated Installer +,I I i ki E''1l f h�n� �ti Designer #bedrooms 2 Approved design flows gpd " The issuance of this permit s all not be construed as a guarantee that the system will function ?designed. Date Inspector U` --------------------------------------------------------------------------------------------------------------------------------------- No. Fee `----� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction J)ermit Permission is hereby granted to Construct(,0 Repair( ) Upgrade( ) Abandon( ) System located at R399 0 p 4- s�"t4— ;--�� 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 co' pleted within three years of the date of this pe` ifrrt t. Date , Approved by { Town of Barnstable Inspectional Services t t Public Health Division ! "`"" Thomas McKean,Director ; the x 200 Main Street,Ryanu1s,MA 02601 Office: 509-8624644 Fax: 509-790-6304 ! E E Installer& Designer Certification Form ' Date: ;LS I°I Sewage Permit# elf' - d fc)Assessor's Map\Parcel 0 Designer: C5N En7ine,,_jn� Installer: r iU•US .�XC�J``i ' y G Address: ?o P5.4 Zo1 Address: Yo "t am L't-a-,U kk-A V 2 On 11,911f L N1 was issued a permit to install a (installer) septic system at 11H to, based on a design drawn by (address) Csl i nctr�n dated etc•iSi aoo$ OV. (designer) ZI certify that the septic system referenced above was installed substantially acoording to the design,which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in corn ' cc with the to rms of Us oval letters(if applicable) OF MAS y LINDA,JFz gnature) O F L N ML r 6 04 FG 15T EP P srgner'sSignature) �A$tx tre� PI,VAQV Ur"JUN TO BA S BL LIC HEALTH D I C } O COW I NC ILL BE D F A B ARE RECEIVED Y BARN STABLE PUBLIC HE T $ �y OU. osld p HFALTMSEWFR eomwcAsBPTiconigm Cenmculon Fo m ttev i14-13.000 4 i AU,G-04-2005 08 : 11 AM DOWN CAPE ENGINEERING 506 362 9880 P. 01 FORM 11 - SOEL EVALUATOR FORM Page 1 of 3 y'" iTAeLE 1104� Date: Commonwealth of Mwsachusetts E , Massachusetts it SuitabUity nt AQ-L QnnsitcSewaga ' y. t. 'Date: !""I �v Y l.,zrn5 rm .N.fk( p... . .17t?.. . ........ ... ........................ w 2 k ressed By: PPNArh,P....'f��...DI��M�415..�.R•5,..�.....�K!�I�T4!�!-�..F��:..iipAvr .t................_.._................ JL Ra4t7 o•.,.r,n. . ,-, end ' c Repair ❑ uN.LT._' ___.....__._._.__._.-------___.---�---- �. ... .. Jnstructlon Ms',1�ST� - M i�1.5 tdl,A�• o (, I, 'T ^r Review Soil Survey Available: No ❑ Yes P�blishcd 1995 ... Publication Scale L'Z5rD.4A Soil Map Unit C.dok,..-CO �e Class . Sery t 0'. %.K. Soil Limitations .... ........ ...: Geologic Report Available: No ❑ Yes ?ubiished M70 . Publication Scale I ; . i :wiv Material (Map Unit) tY1 ......�MAsIiP.E -.;t'.I,nP ....P..�-!4�1. V.,€regoir) ,.. ........._ .. .........................................................._..........................._........................... _.. .._....... ,..,. Insw nee hate Map; 2500di 002Zt� ,1z/JZ "v�Nb $�770N OF i-44US i N f00 year flood boundary No LJYes :~ 500 year flood boundary No 9 Yes ❑ 100 year flood boundary No R Yes ❑ Arc" -SEA 1AStb1M P3 - r.: ,: ;aJ Wetland Inveatory Map (map unit) ....... ,7�:r ds Conservancy Program Map (map unit) .........._..-......... .-.--....-...._.._..__....�. .-_ a,----J Want Resource Conditions (USGS): Month - r ! :above Notmat []Normal ❑Bclow Normal ❑ Rdrerm Rrviewed: �"� D17 Aa M V=FORM-VA7[" AUG-04-2005 08 : 11 AM DOWN CAPE ENGINEERING 508 862 9880 P. 02 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot i4o. Z8� St�?FLL LSE j On-site. R6iew Deep Hole Number . .A...... Date: 7144'405 Time:- 0,1.00 Weather Sun147,0o F 'Location (identify on site plan) .__.,,._ .._..,......,....,....,. ... .. ... .._ Land Use .wCCLCF—XX ,.1r-0T Slope N-A-7-1t 76 Surface Stones' Vegetation.,OA)L Landform .l� ,.IQF. .:RJF4�. .,.....� _•., r. �.... .. ..... Position on landscape (sketch on the back) Dis;ancas from: .Open Water Body .>►ool feet Drainage way ,?�r'a feet Possible Wet Area >IDDI . feet Property Line feet Drinking Water Wall .,,Nlk.- feet DEEP OBSERVATION HOLE LOG" Depth from Sail Horizon Soil 7 exturs Soil Color Soil other Surface anches, (USDA; Wunself) Mortling I IStrUmUrs, Ston®a, Boulders, Consis;oncy, :b Gravell a....__. ,oR4�N.i.r. ._._ _N./..!�......... 10. ..... MATf.EV.Z0 .Wr6LL._j>RXG0MFDSED_ II LOAMY La4MY MFDIVM !LIMY ? H -- C DAKSE -. �'' __�� �tx� _.. �oYR�C�. ,_tiro.w.... ..,Ir..�S►�.._._�.____---�--_ .—.. MEDI VM COARSE FI'N� Z.!S%( i4d 5I W RAI Lao w MINIMUMROLES* e e �a,•7rtt Materiel(Ae0logici ,SL.6-•LoNTRGT Q�P�SITS _ Deptnmesdrocic: 5'ZQd i - n to Gro n w r! Standing Water in the Hale: NO we■ping from Pit Face: �► _...:yred :oessansl High Ground WNW. tltP APrROMSl;P()Rl-f•t.'lDT19S f r f AUG-54-2005 08:12 AM DOWN CAPE ENGINEERING 508 362 9880 P_ 63 FORM 11 - SOIL EVALUATOR FOJC1j Page Z of 3 '.:;dress or Lot No. pn-site Review ,Jl.mber �� Date: .7141,105 n 4 me: I.Qr..PO Weather SuN 7,QaF„ ler,tify on site plan) 1��11E.A.✓i�?T Slope (%)?77"'IVd YSurface StonesIW ardscape (sketch on the back) . ..,,, . �..,_.. ,..,.,.. . ., ... . water Body >1001 feet Drainage way ,?'25t feet "•7:e Wet Area >.ID01_ feet Property Lire . ..gip 1 feet ,.g Water Well —N14,. feet DEEP OBSERVATION HOLE LOG' i Soil Hor(zan Soil Texture Soil Color Soil Other (USDA) (ML Mo([ling (Strum—to,Stones, Boulders,Consistency, % Gravel) ' LOAMY i. ..___ Le-Amy, , Me�luM 4 . 7�5YP� �b Le Amy C OAKSE SAWV I A y .61. 1`4D il-OQSF. MamUM i7 nftEg a rt r r 5 :pic) -rr_t•CP04TAGT 17 Mi TS DepthtoSedrork:,, }8ft r Standing Water in the Hole: Np Weeping from Pit Foce: Na Ground Wain D� - - "r G[?APPROYLL lO"t-12i07l95 r AUG-04-2005 e8 = 12 AM DOWN CAPE ENGINEERING 508 362 9880 P- 04 FORM 12 - PERCOLATION TEST �n Address or Lot No. 25B 6c6gM4Njt=j=1d>Yr_ RQhb COMMONWEALTH OF MASSACHUSETTS 1 EZAE /"` 5LIE , Massachusetts Percolation Test' Date: Toq ZI U05 Time: WOO _�ervstion Hole # Z of Perc Pre-soak p;pb t9;OU .cl Pre-soak i O 2-4 6ALLot6 , ° fy�w° at 12" I ` meat9 �me at 6" `117113 Min./Inch N a ___ Minimum of 1 percolation test must be performed in both the primary area AND reserve area. �'assed Site Failed ❑................. ............. ......... ...... ...... .... .,.., . .:,.,6-,itmed By: -, L4 L�u. t'-.essed By: ou 0"Ovw roan+-urnns r AU6-04-2005 08 : 13 AM DOWN CAPE ENGINEERING 508 362 9860 P_ 05 FORM li - SOIL EVALUATOEt FORM Page 3 of 3 r r kk n .+dW ress or Lot Na. ?,%APw 4- AMIJIF-6 - 25, 6-+0 Determiffatigil,fi2r Sound High _YYater__Wle 1 5Pd_ Vft-V TEST PITS . -Ap'P" 11S4$ LoMTbvl2. &L 35.0 14ATM-' Jk6X C-o N TV ul* r-L. ' 10 t o 26a I `._..., Depth observed standing In observation hole............. inches _. Depth weeping.from side of observation hole........,. Inches Depth,to soil mottles inches f'�round water adjustment .................. feet 'v� P�umber - Reeding Date Index well level 'actor ................ Adjusted ground water level . . .... ......... Naturally Occurring Pervious Materlel Does at least four feet of naturally occurring pervious materiel exist In all areas :it,r..�!rved throughout the area proposed for the soil absorption system? noi, what is the depth of naturally occurring pervious material? :flrufy that on I I, 1� (date) I have passed the soil evaluator examination qwroved by the Department of Environmental Protection and thetthe above analysis eves performed by me consistent with the required•training, expertise and experience oo—�.;c,ribed in 310 CMR 15.017. Signature. ►.S Date zi a5 oQ APMY u F=M_tsmm AUQ-04-2005 08 : 13 AM DOWN CAPE ENGINEERING 508 362 9880 P_ 07 co I I ..�,«r.r...�....:. I ._ . .,l�,. - L •- ;-.�. ,�_.:j�_ �'� .ems-,+���:"� _. _ � - LL ... P Willow �h Y` i .l Town of Barnstable Inspectional Services • Public Health Division Thomas McKean,Director %6sa 200 Main Street,Hyannis,MA 02601 Office: 509-9624644 Fax: 509-790-6304 Installer& Desianer Certification Form Date: Sewage Permit# -20/y- Y-6 Assessor's MapiParcei 0 O Designer: C S N En!:)i n cg n n� _ Installer: UGC r /Y Al !s xx C��✓� ��� Address: ?o 6o,4 2,o► Address: (j��w s�cr . AA 0"31 l On 6! g /8r QGI�d/(/% XC11471-al was issued a permit to install a (d e) (installer) septic system at C1 o'n She(I Cont. Rol based on a design drawn by (address) CSN E4\91 nU r►r%0 dated 1Dec. IS UbS fcC li 1.o1 JIS' (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in com 'ance with the to rms of the M approval letters(if applicable) X��A OF MgS�Qc tiG 02 LIND J NR, (Installer's Signature) R N IVIL � o F L -' 64 FGISTE� (Designer's Signature) (Affix D ere 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. OtoAdep&4WALTMSEWERcomx-dSEMODesi6nerCertification Foam Rev&14-13.QO _� t 1 i b TOWN OF BARNSTABLE LOCATION AgQ SEWAGE# ���C VILLAGE Chit t ASSESSOR'S MAP&PARCEL S INSTALLER'S NAME&PHONE NO. ` (� SEPTIC TANK CAPACITY LEACHING FACILITY:(type)lQt O_ (size) ID X '+�Z%NO.OF BEDROOMS tt t 6t L3 \ OWNER k'('i .+ �" a PERMIT DATE: COMPLIANCE DATE: .ID 2011 l Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 2V 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 thing F ilny(If any wetlands e ' t within 300 feet o eat m facility Feet FURNISHED B IA log 17+ ICA, goo �0« ,,r _ No. ;.?1�J1 S Fee _ � TH MONVdAL F� D I0I)4SSACHUSETTS Entered in computer: PUBLIC�HEA TH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Miopogar *pgtem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 22f e'L' �`� � �� Owner's Name,Address,and Tel. .•ca.vc.�,��z�s � Assessor's Map/Parcel ®STG7`/'iG�G/ s�iit 6 Gs51,7 cs�8 t�zv y� I Installer's Name,Address,and Tel.No. Designer's Name,4ddress and Tel.No. fd. rJL, trJ/G xv& 6E Sso C' /'t/C Type of Building: DwellingNo.of Bedrooms t� Lot Size .� 2G3G sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) cS CS-y gpd Design flow provided / gpd Plan Date 1-31 VO;S Number of sheets Revision Date s��� 7 Title 51fr Bas2`9e�V 15cp/AGe- Size of Septic Tank a�dc7CP 7ci / Type of S.A.S. 0tf/�hl�G� S Description of Soil tS'� Gd C;­5 ev� /�c•4,�/ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He lth. Signed Date Application Approved by FkyllfDate ?j d_0 Application Disapproved by: Date for the following reasons Permit No. ©O n �' /� (� Date Issued 0'0 THE C IMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at oZ$irf CA A—;,u a �We ,e�� n��`u� � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �LDAg' 1?5 dated �'3d o� Installer Designer ,I E— f #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector 900& 175 Fee — ;L0 (k, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 'Wi5poar 6pgtemc Construction Permit Permission is hereby granted to Construe) Rea ) UpgradeU ) Abandon ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be mpI ted within three years of the date of this perm' . Date ' 0 Approved by R-A L 00 ' «R / fi ~� �� Fee -v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION" TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for �Df'$oDs;al *patent Con.5tructiou Permit Application for a Permit to Construct O Repair_( Upgrade O Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. f14 IPZ16 µ Owner's Name,Address and Tel.I.�o. .,Assessor's Map/Parcel lnstallerr s.Name,Address,and Tel.No. Designer's Name,Address and Tel.No. yJ/C S-alj Type of Building: nry,C�s ro!/S ,Nicer S o�� si ' aG�'G t Dwelling ,No.of Bedrooms c- Lot Size 3 sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 6'5� gpd Design flow provided_ / gpd Plan Date / / �a 3 Number of sheets Revision Date s/��4 , • -'r' Tltlefiy rsrS6i/=r�9l'b= �rc�ACrC �/S./'4 Sri� /�-7�G'i(/ . Size of Septic,Tank 2 a 0 O' 7 L4 Type of S.A.S. 0Wq M,C S '- Description of Soil 0:S e>;y i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the Construction-and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by,this Board of Health. Signed I Date Application Approved by ' A t A"VIJAY11Date q— t)^a Application Disapproved by: Date for the following reasons Permit No. a o0 9 1-7 1; '� Date Issued N ———————————————-——!————————————————— r ——————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at of X 8' 0,4,q ru a^, C� 01rG&l / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 900 9 (?5 dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. ¢ Date Inspector ----------------------------------------- No. '2 4— I Fee — a THE COMMONWEALTH OF MASSACHUSETTS u 'PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS igo5arp!6terrY. oiYtructionermit Permission is hereby granted-to Construe ( ) R�e 'r ( ) Upgrade ( � ) Abandon ( ) System located at �1C�Gw`Jt✓1'+�"� � 1-R- 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: Construction must be completed within three years of the date of this permit. Date �j —0 * Approved by ' v 1.../" Ile • Z A.M.Wilson Associates Inc. April 30, 2008 Tom McKean, Director Barnstable Health Department 200 Main Street Hyannis, MA 026Q1 Re: Disposal Works Installation Permit 2006-052 Longfields LLC 288 Clamshell Cove Road, Cotuit (Our File No. 2.1463.03) Dear Mr. McKean: I am writing to confirm the effective date for the above captioned septic system installation permit. As you may recall, the permit for the above captioned project was issued by your Department on 2/9/06 (copy attached). Subsequently,the abutter appealed the permit issuance in Middlesex Superior Court as well as the issuance of the Wetlands permit. During the course of the appeal proceedings the plans were modified. The only modification which directly relates to the DWIP is the rotating of the SAS 90°. The original permit required no Variances. The revised plan also requires no Variance. The Town Legal Department was involved in all of the proceedings. A stipulation dismissing the appeal of the DWIP was filed with the Middlesex Superior Court in mid-January of this year. The dismissal was accepted by the Court on January 18, 2008 (Case Summary Docket attached). It is my understanding that the appeal tolled the life of the DWIP. The dismissal of the appeal would reset the permit issuance date to the dismissal date; 1/18/08. Consequently, this 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 V I f t permit will be valid through 1/18/11. I would appreciate receipt of your concurrence for all of our files. Yours, A. M. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS Principal Environmental Planner cc: Longfields LLC Attorney Brian Wall Attachments r No.,. d� 'QSo� Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z(pplication for �Digozar poem Con,otrurtion permit Application for a Permit to Construct 06 Repair( ) Upgrade( ) -'Abandon( ) Complete System❑Individual Components Location Address or Lot No.2dOT8' 0C* MpHcze- CD/es 2b Owner's a e;Address,and Tel.No. Assessor's Map/Parcel- SIo ��vFt trrr � ,$' / Cts'IE�ctlicc-c/lticl-Oz 6 4-7— Installer's Name,Address,and Tel.No. Desi er's Neme Address and Tel.No. yzo Type of Building: Dwelling No.of Bedrooms S Lot Size *3z.G�0 sq.fl. 'Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) a-zro gpd Design flow provided ,S'&/ gpd Plan Date /4//4^-/oS Number of sheets / Revision Date Title s�t3Sr.Gk:�/t•@E dE1dR ��sPosA-L �E'scC-�iCl Size of Septic Tank a000 GAc. Type of S.A.S. ��fd vN Bb72 S Description of Soil'9EC /_6G3 CAA AZ_A-" I- Imo ! noC,- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. SigneA, n Date Application Approved by I N_N_• 2� Date o2 A Application Disapproved VY: Date for the following reasons Permit No. dV O G—OSZ Date Issued -I 0� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed�') Repaired ( ) Upgraded ( ) Abandoned( )by at o2 Zr 9' OLAr:r s HbzC. &-dc` 'e-S &P nu t% has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a 0 Q 6—0 S a dated 6 Installer Designer #bedrooms 5 Approved design flow-'CSy gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 0 Vo 0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �Diqo$al,i§p2;tem Con.5trUction Permit Permission is hereby granted to Construct ( ) Repair (, ) . Upgrade ( ) Abandon ( ) System located at Z07 e SH cG��6 L'D i"/7- and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided:Construe'on must be completed within three years of the date of thi m Date 2101106 Approved byiNw S. —�so AOTC Irifarmation Center http://www.ma-trialcourts.org/teic/fc/?app_ctx=print_docket Commonwealth of Massachusetts MIDDLESEX SUPE RIOR COURT Case Summary Civil Docket �.Robetson et�°al-y Board of Health of the Town Barnstable et as Detaifs for Docket: MICV2006-00567 Case Information Docket Number: MICV2006-00567 Caption: Robertson et al v Board of Health of the Town Barnstable et al Filing Date: 02/15/2006 Case Status: _ Disposed: by Settlement Status Date: 01/18/2008 Session: Civil B CtRm 720 (Woburn) Lead Case: NA Case Type: Most Tracking Deadlines TRK: A Discovery: 04/05/2008 Service Date: 05/16/2006 Disposition: 02/14/2009 Rule 15: 05/11/2007 Rule 12/19/20: 07/15/2006 Final PTC: 10/02/2008 Rule 56: 06/04/2008 Answer Date: 07/15/2006 Jury Trial: NO Case Information Docket Number: MICV2006-00567 Caption: Robertson et al v Board of Health of the Town Barnstable et al Filing Date: 02/15/2006 Case Status: Disposed: by Settlement Status Date: 01/18/20Q8 Session: Civil B CtRm 720_(Woburn) Lead Case: NA Case Type: Declaratory judgement (231A) Tracking Deadlines TRK: A Discovery: 04/05/2008 Service Date: 05/16/2006 Disposition: 02/14/2009 Rule IS: 05/11/2007 Rule 12/19120: 07/15/2006 Final PTC: 10/02/2008 Rule 56: 06/04/2008 Answer Date: 07/15/2006 Jury Trial: NO Parties Involved 4 Parties Involved in Docket: MICV2006-00567 t of 4 4/30/2008 9:06 AM f AOTC Information Center http://www.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket Party Role: Defendant Involved: Last Name: Board of Health of the Town Barnstable First Name: Address: 200 Main St. Address: City: Hyannis State: MA Zip Code: Zip Ext: Telephone: Party Involved: Role: Defendant Last Name: Longfields,LLC First Name: Address: 140 Ice Valley Rd. Address: City: Osterville State: MA Zip Code: Zip Ext: Telephone: Party Involved: Role: Plaintiff Last Name: Fern First Name: Tracy Address: 868 Watertown St Address: City: West Newton State: - MA Zip Code: Zip Ext: Telephone: Party Involved• Role: Plaintiff Last Name: Robertson First Name: Douglas Address: 868 Watertown St. Address: City: West Newton State: MA Zip Code: Zip Ext: Telephone: Attorneys Involved 3 Attorneys Involved for Docket: MICV2006-00567 Attorney Involved: Firm Name: of 4 4/30/2008 9:06 AM AOTC Information Center http://www.ma-trialcourts.org/toic/fc/?app_ctx=print docket Last Name: Henchy First Name: William C Address: 165 Cranberry Highway Address: City: Orleans State: MA Zip Code: 02653 Zip Ext: 3206 Telephone: 508-255-1636 Tel Ext: Fascimile: 508-255-1325 Representing: Robertson, Douglas (Plaintiff) Attorney Involved: Firm Name: BARN07 Last Name: Smith First Name: Robert D Address: 367 Main Street Address: New Town Hall Law Department City: Hyannis State: MA Zip Code: 02601 Zip Ext: Telephone: 508-862-4620 Tel Ext: Fascimile: 508-862-4724 Representing: Board of Health of the Town Barnstable, (Defendant) Attorney Involved: Firm Name: Last Name: Wall First Name: Brian I Address: Troy Wall Associates Address: 90 Route 6A City: Sandwich State: MA Zip Code: 02563 Zip Ext: Telephone: 508-888-5700 Tel Ext: 13 Fascimile: 508-888-5701 Representing: Longfields,LLC, (Defendant) Calendar Events 1 Calendar Events for Docket: MICV2006-00567 No. Event Date: Event Time: Calendar Event: SES: Event Status: 1 07/28/2006 14:00 Status: Clerk-Follow UP B Unknown event status Full Docket Entries 10 Docket Entries for Docket: MICV2006-00567 Entry Date: Paper No: Docket Entry: of 4 4/30/2008 9:06 AM ROTC fnformation Center http:/NAvw.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket 02/15/2006 1 Complaint&civil action cover sheet filed 02/15/2006 Origin 1,Type D13,Track A. 03/13/2006 . 2 ANSWER: Board of Health of the Town B a rnstable(Defendant) 06/05/2006 3 Affidavit of Thomas A. McKean, Director of Public Health , Town of 06/05/2006 3 Barnstable 06/05/2006 Certificate of service of Administrative Record on behalf of Board of 06/05/2006 Health of Town of Barnstable 07/24/2006 4 ANSWER(amended compla'int): Longfields,LLC 01/18/2008 5_ Stipulation of dismissal with prejudice,without costs, without 01/18/2008 5 attorneys fees and with rights of appeal waived 4 of 4 4/30/2008 9:06 AM 1 5 p3 I cog "R q T1i 'M�Oht F>0.1 itrAL( r/ 1 1 FaM«� A`< A PORCH, PROPOSED y{ Y'>A r. IGARAGEON SLAB7 1 1`t1q STE C- t 1. ACcTiL -�.i •I ROOF DECK OVER LOWER LEVEL PORCH, 5 3 Bt 21:1C��99 is .. j OPEN AUo4'c' �{ � a tb �I ATM �k. 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IA. ffi 6066 00 ®° ENTRY 11 ?I �r I y PRo ER nne ' �S u11NDRY ]-2. _I o •� 11 III ®�} J 2• 3 O l I 7iii 1 0 21 _ 17V55 4_6° ®� DI ® � 9 b i FIRST FLOOR PLAN P.T.DECK SCALE: GRIFFIN BUILDING��/� W/MANDfMM'W.410TG SURfALE �•=1'-0° SMORE DEiEROR ®CO DETECroR BYD Fi-f, firvl floor: 2,OD1 SF. TRM:3,1l1 S.F. ibar: 1,441 SF. SYSTEMS SIE�IL1TI02CT® lEIl3 ALNE40IT: A I{• PIIOSn LOGTWe^� bTF113)M 6'11AOE yMT ALL k2 LA-S B.LT O W FANS TO THE ExTER2M 'B° l� '-2' •- Fb B'- 9'-2" '-3 ALL SMOKE ALARMS ABE TO BE MTEACONNEnEp , M ACCOgpANLE WI,H DTATE AND LOCAL CODES 288 CUMSHEU.COVE ..- ALL WMDOWS AND PAT[O DOoes ARE Yf-S50 SERIES BT PE- COTUIT,MA 02635 -NOTE-- -NOTE•-• p E S STAWBOW A2L STO BE LOCATED I IATIpJMVSTBEMOVIOED oINDI<ATES--Oww MEETS E611E35 CODES FM FIPEEVACVAT[ON p3 N'-SSAVENOSE OF TREADS -ER-ER STAIRS AM L,I-TLTO AND COF1 TWKiEDAALIITNATAI• M10FEA CAMLES ASWAEVEL ©2NDICATES Wf1�DOW CONT�IN3TEMPE0.ED 6U33 ' SPHERE GPWTPASS TIMOIIEN OF IO FOOTCANDIFS ASMEASUPED CONIMTS�SNFEn SURfACE APPLIED HA-RAIL WACTETS AT-5-1f ARE TO BE LOCATED 36.O.C.OR LESS AM FIREPULE SHALL RE MANUFA-REO,TESTED. NO OF MODE TITAN IS FAO.EMI RID OF THE LISTED AND LABELED M A-DANCE WITH M 127, 4N RAM.SPACMB RAM A MMDAUM M I W FROM WALL MSTALLATEM SHALL SE M ACCORDANCE W THE rq First Floor Plan MAWFACTAER'S SPEC MAT20NS AND M 12T. .Hr" 4 7/26/IB_ scAll: 1 =1 • S ORAWI Br CND BY: L � PROJECT NO: 180727 OWG NO: A-2 SBE 2-n Door Schedule(House) _ Label Call Out &j. R.O. Manufacturer Remarks O Dt 3W Ed.d hmlxF(2)14'-SL ! 5'4154'X6'-D' TT. 6 PW Jobs pm�.sm¢I 02 3068 E 1 3'4S£'X6'-11' Th—Tru 65V Jaka wp N 306E Ext. 1 3'-2)f X6'-II' r—TR 65(6•Joo6s xuTRmBseoo D4 3068 En, 1 3'-2Y9 X 6'-W Th.—T U 6%D'Jonbs ONOR D5 SPD144920)0(0 I 12'-VX 6'-11- Polk-350 Buie 6W 1.4$ • D6 SPD7282 OX 2 6'T x W_lr Pdk-350 5vio 65R'Ink, . 28682°reior 10 27r-6'dr We*SRbq Dam 4°,(,'Jwka A4 �� 2668 JMaior PodMt 4 5'-Y x7'-0)Q Wow Paclot boa 4vY{L'Jmbs 2M 11-Door 1 - Dterim BRe b-Si* - 3068BIfOID 2 5'-r x65r IDteim BI-F=ox, ♦556'IanW --0' 6•- 6068BI-0A55 2 6'-1 'x6'-I]' Intvim BI-0A55 Dom 45V J.W �3-44 3' 3'••1 _ ( -M�' 82' 0 112 3 3-Ot 1 ALL PATIO DOORS ARE VMYL 3%SERIES BY FELLA P—O DOOR CALL OUT LEGENDI m95; 9J 54am O-STATIONARY PANEL I 9D T2B2 O% %-OPERABLE PANEL � I u o I I ( w LDaoRTYPE:Svo.SLIDINGPATIODOOR DOOR SIZE:1W-El-7t-DE A BY TALL I I I P.T..DECK ' ' I I � W/1RE%WALIOTG SURFACE I I gA�ILIN65Y�'TEM�OTI�VS - ®© ®© ®© 2'-] t P-B I 2 4•-11' I ❑ Zr 1i 3 Window Schedule(House) - Clear Opening Vent Area Visible Glass Egress Label Call Out QtY R.O. Manufacturer Jamb Size , BEDROOM A3 <�T Wdthx Hr410 ClAda) (51 Ft) (51-Ft.) Opening I I 1 — I 1 ' BEDROOM in _ LIVING ROM AI AWN2B28 4 2'4'X2'i' Pdk-350 Series 6P,1,'JeTh, WA 1.1 22 NR �< IK' R< cI! g~ A2 DN32620 l6 V-8'X5'-7 Pdk-35DS H. 6�y'7on6B 26 x26 Ye' 4b 9.4 Yes " 1 Q A3 DHM20 2 2'-4'X3'-6' Pella Safe 65(6'Jabs 225,'x16)'o' 27 5.3 NR O _ 85 I 1 9- I' �4 20 mt50 A4 bH3062 2 2'-6'X5'-r Pdk-3505ede 65(,'7mllbs 29�'x265(' 9.5 8.6 Ye rQ {+g- ® 7 3 g� ,f 44. a„� Pb A5 DHT0620 4 2'4'X5'-r P&-350 SM. 6°/m'JaoW 24):'x26�B' 4.5 8.6 Ye i :°n., I`—�•"14 M.M ..exx 1 �v a z Y 7-3 3 aYg 1'-4• 4 f Afi OH2862 A 2.4-x 5'-r F&-3508aie 65(e'Iunb3 22WA M5(' 4.1 T9 Ye - _ -/ •.3 — 2868 WA WA Nb .... L '-1 63 ofa A7 P[Ch082 1 5'-0'x5'-r Pdle-3505a. 65v J.66t _ d 22.2 naMR„ <�€p PDBRUBT BTPDDIPRTI bo®Mae I $ Safi E BATH t BATH $•� A8 DH244e 2 2'd X4'4r PWk-350 Said 6Sir'JAbs •A Yi<t936 25 4.7 W � F== �� _ � 3H£� -, 1 286�—B < A9 AWN2424 2 2'-01X 2'-0' Pdk-3505ene 65{P']mlbs WA 1.I L9 No C< •� — TO BELOW _ - yl"� w o g A30 DN2851 4 2'-1'X4'fi' Pdk-3505uia 6iL'ImiiM 22x72 3.5 6.7 No -- i> o SITTING AREA 3 a 6P IRn6s 325^x26 59 D.6 Ye OFFICE C -II _ All DH38UO 4 3'-2'XT-2' Pdk-35DSne ti' 4 M$ AREA usmrAxr M® F< e Al2 OHM20 2 2'-Tx5'-2' Pdk-350 Same 6W Jmnbt 223?x26)6' 4.1 7.9 Ye A13 DH38620 2 3'-2'X5'-r Pella Serie 65{,'Junta 325j'x26%' 5.9 116 Y. I �, 2 ^7 WA WA No 1 r�-3'-6' All vRa— 1 2'fi'x2'-6' Pdk-2505ene 65(,'Janbs prxouDR PDEpuaq 7.7 oo®um , •-6`�9 .-/ BALCONY F I ALL WINDOWS ARE VINYL35a SERrii-PEW - WINDOW CALL OVTLE6EN0: I `B— s p `/CA11J\ - t O �ssa ®INOTCATES WINDOW MEETS EBRE5S CODES FOR FIRE EVACUATION � � L------------"�+�\•- --�—�---�—�—�----@11—�1"l-- -- H`°W ——————————------J PRo.Ecr TrnE: ®INDICATES WINDOW CCTITAIN5 TEMPERED FMSS ® mar go. Ir I � I NOTE: `—WINDOW TYPE:OH-pOURJ:HUNG AWN-A— I I 6055 NOR310.2.i(Mininwm Openiry Arw-Egnm negWmm�Ta7 PIC-PICNAE(FlxED) ��F _ SECOND FLOOR PLAN (7B0 CMR 51.0 MA Rni—1 Code,9Ph EE:fim(M5 IRC)) WINDOW SIIE:-ES-3r' bE A 63'TALL ,, DmRr N[rt y°W�yf ,'yP�ml I SCALE:°=1'-O" SMOKE DETEROR Ex qli— z.siy�e-Nag md/ar dwrol.-hoe•6m.a atoll be e R AYA.e:m Aer cRv Ap—J R6 �; I G G a, •NOTES'^ NPNT 3 3 Pf.In Guth mMa,a6e minimum M c6xv opemg dinwiwM atoll M 2a i:xM aEI T HET -°-I A' ®N DE�RO° b,14:Mxa:a-JirvsNm „ L J L YENT ALL x3TCP4RAABATHROOM FANSTOTNEEXT OR GRIFFIN BUILDING ALL SMOKE ALARMS ARE TO SE INTERCONNECTED I I - I 1 I TN A—AbANCE WITH STATE AND LOCAL roofs ]lam-.L�'_g� '-6`—M�K'-1�'�I.-2'•10�.�--4'-6'-- 2'-B#'-.�--2'-11 6' 3'- ALLWa1DOW5ANDPATIODO—ARE VINYL3505ERIE5BYPEW SYSTEMS •' C 5 6• (D MD ATES WINDOW MEETS EW53 CODES FOR FWE EVANATION DER 1� 6 l 26'-0 HEADER SCHEDULE: 7'O 4'-0 ©INDICATES WNDOW CONTAIN3IEMPERED6LA33 288 CLAMSHELL COVE - 2.6 EXT.WALL 6 2.6 INT.BEARING WALL 'o COTUIT,MA 02635 12"TO 4'-6"=(3)2X8's STAIR MIOI NO TO B TR12AD ED IlLU 3T A 5 A MUSTS IN-TOED ]4•-le•ABOVE NOSE OF TREADS DYER STAIRS AND IANDIN65 TO a'-r roe-6"_(3)zxlo s "� ANDOON—ERECSTRUCT PA SV611NATAP PROVIDEACAMOLE LTGHTLEVEL CdtEHt3?91EET 8'-r'TO 12'-W=(3)2x12's SNIERE CANNOr PA53 THROWN OF IO FOOT UNIXES AS MEASURED AT 5TA3R SURFACE. 2x4 EXT.WALL 6 2x4 ENT.BEARING WALL ARf TOEAH ATE036--LeRAcl:Frs ♦t•�Y e RI /1 +RI ARErOBE 12-FROM E LESS AND LV5TEACESHALLBE V4ACo ADANO TPST1:'D, Second FIOOI PICA) NO MORE THAN I2'FROM EACH END t 4-FROM LISTED AND LABELED RE FNORDANCANOE UL t37. 12"TO 4'-0"=(2)2x8'9 RAR.SPACING RAR A MINIMUM OF T H'FROM W ALL APSTALLATION SHALL BE IN TXONS M WRH TIE g 4'-1'TO 6'-O'_12)2x10's Exterior MANUFACTURER s srECIFlcxnoNs AND LL In. 11 rJ. Sheathln Insulation Sapce 6'-1'TO 9'-0"_(2)2x12's Additional Structural ] I r r�fYrt✓wt- (J�'////�L��h•„n ^y/ N° sw�� 7 � Support as Needed 2x4 GARAGE WALLS l 12"To 10'-6"=(2)PLY'S 9-1/4"L 2x—Header VL PROJECT NO: DRAW.eT um en 10'-T'TO 14'-0"_(2)PLY'5 11-7/8"LVL Q/1- (U ` 14'-1"TO 17'-0'=(2)PLY'S 14°LVL TYPICAL HEADER 2x6 GARAGE WALLS DETAIL' - \ ,� �C1 Vv 180727 12"TO 12'-O"_(3)PLY'S 9-1/4'S 11"LVL 12'-I-TO 17'-W=(3)PLY -7/8"LVL ✓� T\n•`M DWG NO "ALL HEADERS ARE TYPICAL UNLE5 F •5 SPECIFICALLY NOTED OTHERWISE _ IN FRAMING PLANS PROVIDED FOR CONSTRUCTION. 1.A1 I�6r/`!/� �I ^/ / 3 e P, r I _ O- y � •r cl A Afi m 7E����9Li W-C 42, gg o I � aa aaaa '-I - p�V[ ,L I I I ® I I 3 2N I 2 oeDPPED eEAMABDVE All © I D6 V(D sTEB vosr rnrcAt - 3 e�'g BASEMENT �� vmNa<.sLAe(mao vsn Ao �e ���b <gn V C 386� DROPPED BEAM ABOVE CLO. CONOIETE FILLED — - S EEL POST TYIIGL — _DPDWFD BEAM ABOVE DRONPEL BEAM ABOVE CONCRETE F2LLE0— STEEL POST STIR POST v Ao O TVP[CAL TYPfGL I� - � O� - PROER IIRL�Rus NNRm GOSS I anFD GRIFFIN BUILDING BASEMENT PLAN SYSTEMS u A I SCALE:}•-V-0•_(;p-SMOkE DETEROR —tY LOG`,DH- I I R� I —cEa[Ns�[ewT:B�rY(ro BorroM aF RooP aa[srs ABovE3 ALL WINDOWS AND PATTO DOORS ARE V11JIL 39D SERIES BY PILL„ 288 CLAMSHELL COVE _ _ _ _ _ — ❑— —EL"OF DER ABOVE _ ❑— — — —_ —ry J -D,E- --ND�-• COTUIT,MA 02635 STAIR RAILING IS TO BE LOCA TED DLUMIFUT[ON MUST BE g10YIDE0 34'-30•ABOVE NOSE OF TREADS OVER STAIRS AND IANDIIKS TO AND CONSTRUCTED SUCH THAT A A• PROVIDE A MINIMUM LIGHT LEVEL SPHERE CANNOT PASS TROUGH of ID FOOT CANDLES AS MEASURED [pllpl9 DF 51EEf: AT STAIR SURFACE. SURFACE APPLIED HAND RAIL BRACKETS AVAOE ARE TO BE LOCATED 36'O.C.OR LESS AND —NOTE'•' NO MORE THAN 12'FROM EACH END OF THE y'.sHEETB—MUST ENO.OSE UNDERSIDE 6 Basement Plan RA.,SPACING RAIL A MINIMUM OF I W FROM WALL OF ANV BASEMENT ST—S W—.A— CREATING AN ENCLOSED SPACE UNDERNEATH. Me• II L t oATD 7R(J18 � 1/4K�1 �A PROJECT NO: 180727 DWG NO: A-4 smEEta-u I Mill.$�� -m r 4 �5,VIA p gg tyB�� F � FGA� €m� R� m a�EDEE OF DE[k ABOVE F I z.lz noon z.lz N.Doa _ z.lz Eton+ JOIsrS ABDV�' N ' JOISTS ABOVE 1 ,TDzsTS ABovE m II 8T W �i>_ F �„ o �IIzeF g K 8 y4_ 11 FaR o� TA 3 g IN-DEat i iW QW m I Y!}ELY I.Y•a II.Y• r W-DE<B E" I LYL BFAM 1 - 1-Y•.11-Y.'LVL BEAM_ --_ -3}' x I i I r7— III III J II II I� — � Al � D>DEDK r (3TEp 1-W•II-YV LVL BEAM — ________- I I >S I a $ ��a n "I g$ pg qn S p I Jarsrs I I W"-I Joisn:eovE $c Al WORM MI6 ; I �>�>g I �,I I IgFo .F'iBpsEg grip ( all ;R�5may I �Fp 1NO • II MFF 3.12 n00B�����Fi CaO I JOISTS NOW JOSSTSA �a n Qp I —41 ` — — — — 15 — — — _ — _ — — — — — 5 2i — _ _ — _ �aioi i �� p FOUNDATION B O'WALL'B' TOP OF FOUNDATION WALL'B' 0 To BE8,.rBDnw Top o FOUNDATION WALLA �Rm,tgb Z E v ZD I ' n�S � u= F �\ (p\BIOryWA,- f1P ,s � � a r i m 4 TI n ry + �oiB6��e q����11�9 Nemueaa eBBaiDa swm.e ND uxTWE. DAn: m �v 9 s swe.Raul.zsx wn9ne 6 o pp BH 'as '131 Carq.d.NY 1]015-IBN p o O o ? d. q . a �' �8� 8ab �8l5oBi",€ U/VIB�SRH 1 V { C/1411b IBaa �����lla MESE nANS NAVE BEEN REMEYA71 a ARE ikon 3PRWUCTIoNACCIPT.As sSIM ra:wn(amu ro PROCEED Z M S PNABE a DEsvJI AND �Y 9S 9 Ier��B vRooucna vER Ram c.7B C 1 a! CLIENT: rtl DATE- General Adorawtian: Framing Notes: Raof F1m • or�r°�t..�w.n n.[marEa�arBr mrePmeoma Biw hd rd n . R�aug en - • R .&WF-.ddV"OWUP MmCa$r„WVTO*,5r,fOf m UmWdUSIMI, Wall PaielTie Mates Will Be Supplied As Loose Material And Will Require ReldApplication t5NdK1MAWWOSM8NT°F" Medam6-acE*wftmwrocDBm�l s"w National Design Specifications(NDS) o°T0 •' NSurkwl.n.iw* • Feld framing Of All Raked(Angled)Is Required,Material To Be Supplied wh on..b.M[.d O • A.ra¢f.Ndolb' WSo9SW"SWW,,Ww.. . MBWJebb ANMSb.b/aP".�LTIuW • 10d."s_Amw.rM adwbw.o o.aex.e Lem Space For Expansion/Contraction Betwun All Panel Edges �°�" F1°MF o.:o..IABPFmAMawsw.8•aw. MTM.owa n.:slsP..F°dMrFR.v„nan�yw.F.EwrPms�,�aAmmFimr.wmcs.ab.Rae[6 species Erode F. F. F. F,, F.I Ex10, • r•An..ra9m&Da•wf•daAmJNN. 4a2 +raw�awa�waPAowaaRed•s�a.w.6Abr...Aou...n... nesszr.u/w�.AmmAmun.acs.d�.Peai LSL Mdtw+d I-led 2325 roTo 310 ego 2a50 Ln SAmralg ro A.mPhd Cud.mB.ALnbd.a b5perlvbd wAhb Tu BarwW Pl.Ad/a1M Roar Framing: wK.[.BFiP}.nrUGrk AINe Sp..A.Adr3aa3a MBew.A511.Amw MM 3a AwuY.Om Mowrlu Ii Fb. aO°g LW.M,1wW 14.ee1 2600 1555 285 n0 2510 LP • R W For rShill&FgwE.And.ad Tud AN Rw.dbT.Addrr Tk S6w916 A^dB9WY Nrrawur Fe Th. • I`5 d AGMA ewd 05BB dMhd To N meet C a 6*W1ig AM lT alhvmefide BAPa5w of& TkM Usd SPvar. N.M..2 W5 190 135 425 Mw 14 ' *MThe4nOf a6gdrAAtI,OWN wWd Sid w.baW"'wdN wis hgcti+M.modMb r°BeM SIN�0&W:M"-k.5 a Bme The 4ala nu SNt WidM fn Ma+ng WrB.,e011A W°6m�^3 wdb. ' b0d Nwc.d hmi Ak Rn gbd&y Pudiadw TOT i"Dm Lft -Fir L.hO Budd rd b[ed Nr1Bim Bbddng b Sue On haWd Dwi IapB "'Rave FaAwA3a MfemA5;q.4iM0qu.3Tryd Th.idd mAmcrer.M.RM BaAq sa.mr • D.l°/RVAdrd Tal..wAwodayo[wAAdrr.Bm.:eWm,,m.,,eHadw,bR..aaRadeed bmR lA1.A. � S1W 677 35D -05 125 725 l2 D Nil Bgvd6k a Li4 F.r F°ma r.Awry anwv D•ldlwim Badw.mA� ICE AND WAR WARNING TO EXTEND IN ROM EDGE OF ROOF TO A POINT 24'IN 77 DO NOT CUT,DRILL OR ALTER TRUSSES FROM INT.FACE OF EXT.WALL o DO NOT USE DAMAGED TRUSSES AS MEASURED HORIZONTALLY I I I TYP. ROOF CONSTRUCTION A 2°MINIMUM AIR SPACE MUST BE MAINTAINED wm.tim.° m..e.ne+.. in."••.�.w a.a^•.,.�eaw BETWEEN THE ROOF SHEATHING AND INSULATION RIDGE VENT 1 ARCHITECTURAL 6 v.eg Aa.w.ewm...ne�m�u e...ui.e°um..m u.a ARCHITECTURAL SHINGLES ENERGY ICE THO IC ROOFINGWATER FELT UNDERLAYMENT ` ? Qa..y..ug.esa, HEEL. ICE AND WATER SHIELD aw+:rf�is�s w un nwm wo�v[s.wm[s. A<,E a..•..°wea mx°�a»ASw�..erro."4 «ae•�. 1 1 I I FLASHIN6�-P ROLLED hALUMINUM SAND CLIPS n.A.mr,,...�i"m°n.a�aw.m�e,n .°mr.e°.,a ut•a°.ei 2'EA 5 12 12 DRIP EDGE W/STARTER SHINGLE 1x8VC FASCIA SH RA 5 I t/'5 Yz VINYL SOFFIT W/1x3 SHADOW BOARD FLU TRUSSES 24"O.C. �6 PER MANUI ACTURER WEB CONFI OJRATrON FOR REPRESENTATION ONLY I-DRYWALL MIN.R-38 CEILING U45VLATION (RECOMMENDED UE TO 24-O.L.SPACING) W/INTERIOR WARM SIDE VAPOR BARRIER y'DRYWALL r P. EXTERIOR WALL CONSTRUCTION MIN.R-21 WALL INSULATION W/INTERIOR WARM SIDE 2x6 EXTERIOR WALLS(16"O.C.STUDS) VAPOR BARRIER w/SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES R-21 WALL IOR INSULATION W/INTER WARM SIDE VAPOR BARRIER r , %e O.S.B.ZIP WALL SHEATHING W/TAPE SEMI-PERMIABLE EXTERIOR HOUSE WRAP 8 VINYL SIDING i I ll WOOD 1. e I•JOI5T5 Y'T660.5.8. 12 �^ �w SUBFLOOR 5 r3 € E) Yz"DRYWALL MIN R-21 WALL I SULATION I W/ NTERIOR WA SIDE VAPOR BARRIER I I 1 _ I i 2x12 FLOOR mn I I _ JOISTS age �'Td60.S.B. ..we SURFLOM I I — i11o,EYr ua P.T.DECK JOISTS P.T.DECK JOISTS GO MIN.R-30 FLOOR INSULATION 1 aP= GRADE DOSS W/VAPOR BARRIER �'` c f 3 - GRADE STARTS A MIN.B' 4x1°1' O BELOW TOP OF CONCRETE AT FRONT DOOR AND GRIFFIN BUILDING (LVLBEHIND) BEAM I5 TO SLOPE A MIN.6' BASEMENT BENINp) J� DOWN IN THE FIRST 10' SYSTEMS Iy AWAY FROM HOUSE �JA • _ '4�� AAOKcr uxAnaK: MIN 16"SDNO TUBE 288 CLAMSHELL COVE CONCRETE FST I 48 EXTEND MIN. 4B'BELOW GRADE ' 5'�FPS. COTUIT,MA 02635 ,•COW.Sue(3000 PSI) (BEHIND)mP) I . —THERMAL BREAK GRADE mavaP R wwxr. z•race A[B[b Po.w w--N 6 MIL POLY •ELow courn5[I x•e POST F00T3NG(SIZE PER PLAN) VAPOR BARRIER m" Cross Section OVER CRUSHED STONE BED R- 0 4'CRUSHED STONE BED 8"POURED CONCRETE FOUNDATION WALL A-A 8"POURED CONCRETE FOUNDATION WALL #4 REBAR HORIZONTAL @ 24'O.C. CROSS SECTION A-A #5 REBAR VERTICAL @ 48"O.C. (REBAR NOT REQUIRED AT FROST WALLS AND LOCATIONS WITH BALAN Pr onA.t mm Pr. SCALE: 1•-0u MIN.16°x 8"CONTINUOUS WALL FOOTINGS W/(2)EA.#5 REBAR CONTI sm �e MIN.10'x y"GALVANIZED ANCHOR BOLTS @ 6'-0'ON CENTER MAXIMUA / PROJECT NO: MINIMUM OF 48-BELOW GRADE MUST BE MAINTAINED ON ALL FOOTINGS 2 x 6 P,T.DECK PLATE W/SILL SEAL W/2ND 2X6 PLATE MIN 12'SONO TUBE IN ACCORDANCE TO STATE AND LOCAL CODES.RATIO OF RISE OVER RUN STEEL SUPPORT POSTS AS NOTED 18�727 TO EXTEND MIN. OF ANY STEP IN FOOTER IS NOT TO EXCEED 1:2. POST PAD SIZES ARE TO BE AS NOTED ON PLAN 48'BELOW GRADE MIN.l6'x B'CONTINUOUS GRADE SHOWN IS FOR REPRESENTATION ONLY CONCRETE FOOTER AND MAY VARY PER SITE CONDITIONS BEAM POCKET SIZES ARE TO BE AS NOTED ON PLAN (2)Ea.# .4 REBAR CONTINUOUS BITUMINOUS DAMP PROOFING OVER CRUSHED STONE FILTER FABRIC OVER 4"PERFORATED DRAIN TILE DWG NO FOOTIN6 DRAINAGE IS TO BE e TO DAYLIGHT OR PER LOCALLY n APPROVED SUMP OR OTHER. SEEr 6 v ll 11 —'� i o.. Design Coder 780 CMR 51.00:MA Residential Code,9th Edition(2015IRC)(2015IECC) Iznz aooF PIrcH 1� Cotuit,MA-Barnstable Lamdy Loadr. 3 Second Gust Wind Speed:140 MPH(Exposure B) _ �+ Roof:30 PSF Ground Snow Load(GSL)Dead Load 10 P5F Bottom Chord,10 PSF Top Chard — CEDAR IMPRESSIONS VINYL SIDING AND TRIM COMPONENTS IN 1st Floor:40 PSF Live Load,Lead, PSF bead ea Lod(L/460 Total Load Deflection) 2rd Floor:40 PSF Live Load,12 PSF Dead Load(L/460 Total Load Deflection) Yxa PVC I ft oursxoE Soil Pressure:4000 P5F Top Of Wall IF CORNERS r,,,.,�,,� Top Of Window Ixe PVC FASCIA BOARDS `o W"ry: 1.3 PVC SHADOW BOARDS Gem,,Notes: _ AT RAKES AS SHOWN All Dimensions Are to framing. All Exterior Door Exits Presumed To Be At Grade. - Pvc wlNoow AND Vent All Kitchen And Bath Fare To Exterior DOOR TRIMS All Smoke Detectors Are To Be Interconnected In Accordance To State And Local Codes iHERMA-Tau Dooa w s a STYLES SEE SCHEDULE Top Of 2nd Floor . Top Of Garage Slab IS TO Be 4°Below Top Of Garage Fowidatian Wail of AHD Top Of WOI( 24'EAVES(MAIN ROOF) _e,— Garage Walls and Ceiling To Be Covered With 5/8"Type X GYP To Maintain 1 Hr Fire Separation 6'EAVES(DORMERS) FLUSH RAKES A Floors: Top Of Window S OVER 5/48 PVC BOARD) X 1 ' s Howe: First Floor:242 Hem-Fir With 3/4'T66 058 Sub-Flooring Sub-Flooring Glued 6 Nailed m Second Floor.11-ra Wood IJoists With 3/4"T&G 058 Sub-Flooring Glued d Nailed _ Garage: V t� First Floor:4'Concrete Slab(3500 PSI)With Reinforcement C — SecondFloor:W,Wood l-Joisfs With 3/4°T6605B Sub-Flooring Glued ANailed Top Of P.T. Sill Plate Top Of Foundatio —� Walls: Top Of Garage SlobJ 2x6 Ext.Walls IV OC Studs W/7/16°05B Sheathing(Minimum 2x8 Headers) at OHD FRONT ELEVATION xrd. as u . � � - SCALE:3' MIA 24I Walls 16'OC 5tds c 1'-0' 24'OC Spaced Trusses-24'and 6'Orerha g(s)-Flush Rakes-12'Raised Energy Heel w�Fmows APE vn+Y���x IE, veu $ m Bottom Of Frost Wall -YIIUMYM STA bAb'6 6MUE MYST BE MAURAiFEO ON ALL FOOTINGS (Minimum) w.fLORDANCE TO STATE Arm Win TT0 ExOOnMo OF usE OVEA NUI.� OF ANY STEP SN FOOTEB IS NOT TO cEm E2.MADE SNONN FOIi oENiE3R1TAT[ON ONLY ACNAL MADE MY VARY ON SfTE. 10 4.9 11xxxgqgpqp� w 12 ryaE — o LEFT ELEVATION RIGHT ELEVATION 6055 .nx ma SCALE;k=V-0, SCALE:+'=1'-0' - I QFHt: GRIFFIN BUILDING 5YSTEMS 288 CLAMSHELL COVE COTUIT,MA 02635 Da,tN�a BRIT: 1 ROOF DETAIL ape 1::3 Detached Garage Sink:I=I(8' Elevations D.E ere„ $NOTEW PROJECT NO: REAR ELEVATION 180727 SCALE: Square Footage: DWG NO Garage: 600 S.F. Attic floor: 494 S.F. A-7 Sac*7 a<ll o-� 132' e � D e 5' AID ° LO I � 0-1" = I wooD a•wooD I I I GARAGE F Ie • Ir A-WNC.SUB0500 vSI) - J ' /NEWFORCEMENT III TOEL GANP SLABIs TORE 'M'�� A-BELOW TOP OF FOUFRATION Ti TY MAINTAW A MIN I NGWO SEVARATION w OF 6AM6E AT OVERHUD PROVIDE('TYPE'%'6Y1.ON ALL 6AM6E GARAGE DOOR WALLS_OEILIN6.G PROTECT ANY P _ ATTIC O = 5 2 . 5 ENVOSEO BEAMS.bn.BY OMTFN. 6+6+ID 6". E MESN —Mn FELLED REINFORCEMENTEQUAL C STEELPOST y'-I�yI-I�- Jul- ATTICM 78PICAL A .�.� OOR FRAMING FOR ACCESS TO ATTIC Is II M MR INDICATED FRAMINGWN ACCESS is 1'-I I PER WD[uTED PUl1 DOWN STAIR SI7F.0.EASE O - 4$ b:a M^A^•^•< yy ADVISE OF RESIDED avENIIJG SIZE ARO LOGTION PER WDICnrED PULL DOWN STAIR SIg.PLEASE �^� �3�� _•_ ___= ADVISE OF DESIRED OMMN65[IE AND LOCARON ' - I ___.--KLow J IF[T WDl VARY FROM TNF WDIGIED SIZE SNOWN. 5� a 6 tT WDL VAPY FROM r/IE WD[GTED STIE SNOWN 'LL ffI� •�°" O $o- ,r C FD-21 I D2 for � W B 1•_B .I. 6'-B DETACHED GARAGE PLAN , 2•° 6 ATTIC PLAN 5CALE:V=V-0' (S.—ETECTOR J,..:°",+ _ ��•a 5'. 5'-°. SCALE:}'=1'-0' y:6FSMOKEDETECTOR ®coDETEGraR g z .Z::om yagc B W g G"mga: WSF. "•NOTES^ )j b¢ Alp nPa''ABA SF. 9 CEA[I•G NEZ6IPT:B'-1)1' <o. U O AID "'NOTES•^ ALL W W W WS ARE VINYL lS0 SERIES BY PEllA - C£ll.41G NEf6MT.9'L 9L•nT OND(9'-178•WALL HES6HT ON FT.SRl) ALL WINDOWS ARE VINYL M SERIES BY MU.A - oINDllATES WINDOW MEETS EGRESS CODES FOR FIRE EVANATIpA vmT r m PRaA:CT aRE GOSS n.� aa` � s IRS GRIFFIN BUILDING 11 SYSTEMS HEADER SCHEDULE: Door Schedule'(Garage) Window Schedule(Garage) 288 MA 0 COVE COTUITUIT,MA 02635 2x6 EXT.WALL 6 2x6 INT.BEARING WALL Label Call Out QtY' R.O. Manufacturer Rematks 12'TO 4'-6"=(31 2x8's Clear Opening Vent Area Visible Glass Egress 4--7'TO 8'-6"=(3)2x1O's D1 �qExt. 1 3'-2>FX6'-ll• IuaDD.rPR 6VTeem Label Call Out Qty. R.O. Manufacturer Jamb Size w«Dhx ��aP h 8'-7'TO 12'-0'_(3)2x12's VYA�1(IMMF) (Sµ ft.) ($µFt.) Opening 02 9x80HD 2 9•�•xII'o} °w11maBPTfRipar, oAStRmdDPr •7 Detached Garage 2.4 EXT.WALL62x4INT.BEARING WALL AI Now 4 2' X5'-T Mi. se. 6)( J.'m 26�'x26)P 4.8 9A Y. Floor Plans 12'TO 4'-0'_(2)2x8's - -0• ' 4'-1•TO 6'-O'=12)2x1°'s Exterior A2 CHM 3 Tfi'X 3'-2• MR-3505vics 65v TRSr MY4'x 14Ir V /9 NR 6.4-TO 9'-0'_(2)2x12's Sheathin1)�2x- Insulation Sopce Additi—I Structural DAB B/2/IB - Support 0s Needed A3 DN32622W0 1 5'i•X5'-2' Pdk•3505Ene 69(B'7nrta 26?.x26 1.8 9A Y. { --� —� Dawn Mlwn aaMOn 1��4J -1 2x4 GARAGE WALLS Meader M OK254 3 2'-8'X/'-V Pdh-3505Frirs 6W Imels 26 y'A 22V 41 8.0 Yd12'TO]O'-6"_(2)PLY'S 9-I/4'LVL - PROJECT N 10'_7'TO 14'-0•_(2)PLY-5 11-7/8-LVL 14'-1'To 17'-0- (2)PLY'S 14•LVL TYPICAL HEADER - Ali•MIIIOaWS ARE VINYL lW SERIES BY M1,LA wIPIDOWCALLOUTLEGEND, 180727 2x6 GARAGE WALLS DETAIL 0 MICATES WNDOW MEETS E6RESS CODE5 F.R ME EVANATION 12"TO 12'-0"=(3)PLY'S 9-1/4"LVL 12'-1"TO 17'-0'=(3)PLY'S 11-7/8-LVL rON-1�1 OWO NO ;ALL HEADERS ARE TYPICAL UNLESS SPECIFICALLY NOTED OTHERWISE LW WDOW TYPE:DH-DOUBLE:-DE A r Q WINDOW SIZE:WCHES-3B'WIDE+D2'TALL n v IN FRAMING PLANS PROVIDED FOR CONSTRUCTION. sow 8 a 1) 0 <s�5 e ao dW I 5'-0•— r — — — — — — — — — — — — — — — — — 1 I I I I I I I I I I I I I sLL SEA �. I -SP - R—v.r.wAU Pu "' ® I conc wAL ANCHOR BOLTS MTwu=Ir.Ir (NOT 6YNK , rosrFooari6' W/CONCRETE FILLED TO BE W BDLT D 2 STEEL Pon ABOVE I TDBE WSFMLED z NO ATAMICWUN 2-6' BJf 0O Wflll NO I LESBTRW R� oNE y '6 ' � b aLEx6iN NO'aF rwoAURouoRONEETlwiz p VNEXCAVA?ED�IMFiE — I ��TME GIr FIID aF PurE '.::.; +4 H 3 OOW..NFOR(35MENT L) I '^ a MR.P0.Y VAPOR BARRIER UNDER B'' O CONO WNLS MERNELY BULLT COIPIEIELY LEVEL AT THE TOP Y ..I yaaACE,rtIS ILwwrANrroxsuu iLa su sEu ormER mE §�5 ��€� TOP OF 6AubE SUBIS TO BE A' 6A.—FLOW SHALL NAVE WML PUTE.OISI150R®ORTANT R/BISTA111NEWILL PULE BELOW TOP OF FOUNDATION WALL OF e=e.ro so.wNE MEVI I SOIM{EANDIEVELAWYBE MECESSNiY TO SHIM UNDER PEWFOPCEMENT WBCIIAI•.� THE WMLPUTE.�gIRNiNOT BYII6A7 S .. I I bARA6EArOVEPNEAD6ARA6EDDGR(S) ! I I pq I asrnuNOTNEwiuLvulE.Da loll o NEfESSABY TO NOT ONLY CMEO(TNE C W C ' O I I PRDPEPS�.SaIF1E CMI g1ECNED BY YFASURB G DMf{1M B DMDGNA 5 WLL BE EOUK THE WALL PUTE MVBTBE WSTALLED BODI SWMENID.L — IL — — — _ — _ — — — — — — — — J PF ER TO NBSP AN OILBD 51W6. W NDifOLLOW OUTSIDE EDGE OFFWNDAPDN. SILL PUTEOETAII w-�, ap sue. OIOSSED AREAS Of FOUNDA ALLS — CPOSAED APFAS W FowDE—WALLS — FOUNDATION PLAN APE M BEHELD DOWNB' TO ARE TOBENELDDOWNB'. TOP GF s bARAEE fOUNDAT[ONW TO 6ARA6E FOVNDATICN WAILS TO — ��aa AC[EPi CONNETE AABpVEP ACCEPTCRCRETESUB OVER SCALE: -r-W V 4• '•B I'•tl - I'j• B'POURED CONCRETE FOUNDATION fROST WALL sxas umAenm NO REBAR REQUIOED FOR BAUNLED BAO—FROST WAILS 5. MM 4'.B'CONTDW WS WALL FOOTTN6S W/(27 EA.IH REBAR CONTTNUOUS NM ro'A){`bALVAN]g0 ANOIDR BOLTS B 6'-0'ON CENTEP MA%IMUM PRo[Cr Dom' 2 A a Y.T.DECK PUTS W/SILL SEA - 0 CONOB7E FRLEO STEELSUPPoRTPOSTSASNOTED Alo POSTPAD SITES ARE M K AS NOTED ON PUN GOSS FTLTER FABRICVERA' RFORA O PETED ONABN TOE LIEIIT: GRIFFIN BUILDING SYSTEM5 PRDADT LDDA,N.: 288 CLAMSHELL COVE COTUIT,MA 02635 cDNIUIrs a sNEED Detached Garage Foundation Plan � DAm IN19ne �4'=1 .� 1O IMAPN er. tAT8 Iom Bn PROJECT NO: 180727 DWG NO A-9 ' 9EET y DF u F General Information: Roof Rmni Framing Notes: • o"g:ra m:ra.wft"All.,r%Sft n,fj m P u�lu ewl:ycm. Wall Panel 7e Plates Will Be lied As Loose Material And Will R t2� • mmnwvdlFbavaryul[.�I:ysmm.61.,"It..,r.m.s�ramem,•o „�da,ree. • DPP Require t2ewwAF&.ee5awaaT,p.yscn,ee,.;6eyacEdrNNrB4,mzraan...arns:w•+ National Design Specifications(NDS) setmT1av11..1ukep sa.Im D.xm,l,q. . Field Framing Of All Raked(Angled)Is Required,Materialial To Be Supplied 1Aem00.W.Mte • 1.Mrm".Nrkd0-9"&W"Smldltimwia" . Leave Space For Expansion/Contraction ktween All Para)Edges MWAlEdJMdtOMAm9n0lNWAMWTRtRodh=4 • RorfimRtldyswwnAmtn"w vlrFwAgo"yu.DR,.muvl"u.aammn oWn . a Ir"1.a 15q—F WF:mM llhfi se�6iryD]lprnP�OAweFYa.baKSnaaNtlBJe Species Grade Fr F. Fr F.. F:I Ex10, . mnrrcM,81w btahud a A"oft /pet. . . 4um.tim SW kOf TM No Qwily Of w"k r*,All WanPmdt Skin BtPlebAd nu AprAaxnlax ft a a xvMbmAft Aran PtMCSKHmf l SIdI B.Mod.srm.AmudN r'A"gld c m l4»mdr 0'&Wp w"rnt%Qw Pl-A.a/a n. Floor Framing: . nlrp4EpB..evarn•ArK[s�B.ibn,]D'llarn.Ai&Am.Imla w"e aar M..a � "d I zlz9 an 3ta bop 2mo t.5s -.— atwAlBvmgmlt GPM 2cao 1555 285 75o 2510 t9 � AFN®bvY 9Ae&Fntnd,AMxwd,Td Andwcd At T.Adva Thel:aglh Ad Ryl9lr N"<myFq 1N � w L92Mdad FIA.d Pa9tt"fa wdd ThryA"Wed . &W" Te6MAR.Naa AXxdtbld To Faming wMeeo"Id 1'OCEd¢lL7ng AM It aCtntutdah tkldffug Of Fin"xrtlavg A.dN»bsbpwdl Sldl lbl Fxad t5l Anl Api PApretidf.bad Hdet TeGM S�Atl6tlJ�Ra Shuk Pugmllab Tolk flownoitt F"NnJ, � SR.xeSie{M N..UNo1 BTS /50 135 125 1150 LI y boon mAD;OTSN3 WdwGBmiy Wdb,(alG in mvgW 0. D lftA*EAtdNP—&d,9At9a.mAeddrd0 UW WARNING z.,wln.ro-am.na"Mmam�oenAw.dla.aywdk.ear,.eHmaa,as...mP,..la.eo-a Sa"" {' end 615 350 135 Izs ns tz •^mwFotkd.ya.nuaanlaxztrl.a„Wna�ulva n.rmm�.R,tma,WaMs".rn D lbtRnpwBka Uobk Fu•Fdua TO AppI/Ca.w.t RAdlelkn PrgWawm.•••• DO NOT CUT,DRILL OR ALTER TRUSSES DO NOT USE DAMAGED TRUSSES wo�e•mm�m� waalre.vm.e. Boa ICE AND WATER SHIELD TO EXTEND IN FROM EDGE OF ROOF TO A POINT 24"IN FROM INT.FACE OF EXT.WALL AS MEASURED HORIZONTALLY 0 TYP-ROOF CONSTRUCTION A 2'MINIMUM AIR SPACE MUST BE MAINTAINED RIDGE VENT BETWEEN THE ROOF SHEATHING AND INSULATION ARCHITECTURAL 5HIN6LES ENERGY b SYNTHETIC ROOFING FELT UNDERLAYMENT HEEL:. 12 ICE AND WATER SHIELD ''O.S.B.ZIP SHEATHING W/TAPE AND CLIPS ALU HURRICANE ma s 12 DRIP EDGE W/STARTER SHINGLE 24"EAVES WB PVC FASCIA W/Ix3 SHADOW BOARD FLUSH RAKES VINYL SOFFIT 12 12 412 TR S 24" -C._ , 2 4 PE MANUFACTU R WEB FTGU TION / FOR REPRE NT ON ONLY r! Top Of Plate 2nd Floor t/o'DRYWALL TYP. EXTERIOR WALL CONSTRUCTION ; 41 (RECOMMENDED DUE TO 24'O.C.SPACING) N.R-3B LEILING INSULATION 2 ZI INTERIOR WARM SIDE VAPOR BARRIER 2x6 EXTERIOR WALLS(16-O.C.STUDS) %'DRYWALL -' w/SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES MIN.R-21 WALL INSULATION R-21 WALL INSULATION W/INTERIOR WARM SIDE VAPOR BARRIER - W/INTERIOR WARM SIDE r/(e-O.S.B.ZIP WALL SHEATHING W/TAPE VAPOR BARRIER SEMI-PERMIABLE EXTERIOR HOUSE WRAP ATTIC �'� VINYL SIDING C! w 12 € ff u o 9-W WOOD I-JOISTS ,12 w T&r O.S.B. .ax. Top Of 2nd Floor sueFLooR Top Of Plate 1st Floor (3}PLY 1)'x 9-%'LSL BEAM ® %"TYPE"X"DRYWALL .R-30 FLOOR INSULATION s"rv.xw am W/VAPOR BARRIER PI10.[R nnE: CONCRETE FILLED STEEL POST G055 GARAGE aKxT a•CONC.SLAB p5oo PSI) FOOT TOWARD SY5TEM5 S GRIFFIN BUILDING SLOPES Y,'PER TsH Of Foundation WOII OVERHEAD DOORS) IF GRADE GRADE pA9.Kn lrwna: 6 MIL.POLY 288 CLAMSHELL COVE GRADE STARTS A MIN.B' VAPOR BARRIER /r �1�T� BELOW TOP OF CONCRETE POST FOOTING(SIZE PER PLAN) CO 1 UI I,MA 02635 AND IS TO SLOPE A MIN.6' 30 OVER CRUSHED STONE BED 4•CRUSHED STONE BED 30 DOWN IN THE FIRST t0' AWAY FROM STRUCTURE ' ca.mrrs a R1D:r: Bottom Of Frost Wall CROSS SECTION B—B S Detached Garage SCALE:V=V-OM MINIMUM OF 48'BELOW GRADE MUST BE MAINTAINED ON ALL FOOTINGS Cross Section B-B IN ACCORDANCE TO STATE AND LOCAL CODES.RATIO OF RISE OVER RUN B"POURED CONCRETE FOUNDATION WALL MIN.14"x W CONTINUOUS OF ANY STEP IN FOOTER 25 NOT TO EXCEED 1:2. B'POURED CONCRETE FOUNDATION FROST WALL CONCRETE FOOTER GRADE SHOWN IS FOR REPRESENTATION ONLY NO REBAR REQUIRED FOR BALANCED BACKFILL FROST WALLS S,OF } IO/19/le ---'•�—'—, (2)Ea.#4 REBAR CONTINUOUS AND MAY VARY PER SITE CONDITIONS. REINFORCEMENT BASED ON SOIL CLASSIFICATION-4,000 PSI S. OVER CRUSHED STONE MIN.14-x S'CONTINUOUS WALL FOOTINGS W/(2)EA.#4 REBAR CONTINUOUS gg MIN.10'x 'GALVANIZED ANCHOR BOLTS @ 6'-0"ON CENTER MAXIMUM i PROJECT NO: FOOTING DRAINAGE IS TO BE i) TO DAYLIGHT OR PER LOCALLY 2 x 6 P.T.E FILLED PLATE STEEL SILL SEAL , P1R B m APPROVED SUMP OR OTHER. CONCRETE FILLED STEEL SUPPORT POSTS A5 NOTED kt:y L SIZES POST PAD SES ARE TO BE AS NOTED ON PLAN ^E FILTER FABRIC OVER 4'PERFORATED DRAIN TILE(DRAIN TO DAYLIGHT) DV/O NO: A-10 —10-11 I - i r pjn°m R R �I. qq F�8 N� ^x y pgt B / O y i$i>O m ¢' zm= =qNo� i 4'• 3'. - 'I' 6 z F I. m�28 pu�To �uou3i za m'm Y ; m " dd . r y� r e��>N Z C >o F><o �i v R i s ^u� 4= C r IF <S��apP>" m .Sy�nz �Pof2 pq � ap � r1 v°O °Z < ? "R m > tirr7 <o �R ad o 0 O yy c a p�., _ Z P vN<vH ¢31 >OS ° 0 z O ED s a q F- a'r k 0 N g g 1 AY �irsJ e Y i■. 1 g. q 3d 3r , R ir Ba�� e�Q 'S � wv IV .��i � 8 a��} m� ���� fF Q 7giF�� {y� X r:rf«' �9 4 a 1 I t S 8 ff8ff8 A�4+a�+s�ror rr ° $ I? Z o a I I q°1 V °i 1°a 1; Zl Z Fn SIM �3 nt 3 �u rjg¢ c� A DO *0 y mp a Y 63 AC c a�° P' ;mF� 89 m � 1'ti€ C En N >T-zix o Z 3 s th ' o ti 3. m C Oo ; LA M 'Y$ F " R $a 01 Q ; -, nZF� > m 8DO ss - 3 z L IB o Z ,A ca P } � RMr'7 -Mn .0 s«k.. xa xsaaanaN wa ar rn O H E� m 9 70 ii a�i BA t9 ,ne sm,.na,.zss w�wne z _ 0 —1 4� CaUaW NT,]INY,BM rri = =� � O � Z � 1]A �' .. O O am ` � 1 . U Z O �i;a ,�g i•�II��- THESE GLANS HAVE BEEN REVIEWED h ARE Ron 97, ACODUCnOE Aa 910M1. ME A11T10NS TO �a PROCEED MIN THE NEXT PHASE OF DESIGN AND @ @a GFOD RnON PER S d ED DEANS. i C7 �" I IL on�T NOTES: 1 . SITE IS LOCATED WITHIN THE RESOURCE z PROTECTION OVERLAY D15TPJCT AND THE Pots n 4 �/k AQUIFER PROTECTION OVERLAY DISTRICT. o f v at 131.9 '0 2. DEED REFERENCE: BOOK 223 PAGE 39 ��a LOCUS e° / �/� REGISTRY D15TRICT OF BARN5TABL E COUNTY. ,y e ° �`% Gnome �a 5. 51TE LOCATED WITHIN F.E.M.A. FLOOD °� ZONES "VE"(EL. 1 4' NAVD88) 4 ZONE X AS SHOWN ON MAP 25001 C0752J - MAP rB EFFECTIVE DATE: 07/1 G/2014 i_ do Po onesset 3,;L + +� p B ay Benchmark g � 5` -4_ i Concrete Bound =STING '{ / ovEwrc ?SCE 2 /�y 8 Elev. 33.13 N.G.v.D. LOCUS MAP OW NOT TO SCALE LE END Assessors Map 05 Parcel 01 hod r >r A I) + 1 5T 5EPT1C TANK DB D15TRJBUTION BOX i 5A5 501L A55ORPTION 5Y5TEM $ ` I hereby certify that all work has been P 3 completed in substantial compliance with TIE DIMEN51ON5 the terms of the permit and approved s; , design plans. The work conforms with ' ♦ A i : 474" B I 22'7" 'N Massachusetts Title 5 and Eastham Board 1 � - A2: 50'2" B2: 2T4" of Heath regulations. , `�� A3: 5 2'10" 53: 423" A4: 42' 54: 48'6" A5: 74'8" 55: 50' `^ Q� Lot 49 Design Engineer Date vtfi OF 4.1 AG: 54' 56: 4G'5" Area=3ZB40f Sq. Ft. ��`�i* SIT. ti LA 0.75Acres 0 CINONi m ♦ U FIE D_ I IL O ♦ �\ N . Fay 5UKVEY BY- O �� "� ♦ O� STE \ > ` FssrpniAl-E ' Stephen Doyle 4�Associates `" ♦♦ P. 0. Box G21 NEast Falmouth, Massachusetts 0253G �. Telephone: 508 540-2534 sJdsurvey@aol.com Prepared for: VaN \ tip Janet* Michael Go55 P.O.Bog 201 Brewster,MA 02631 O O 30 60 90 A5-Built Plan u 288 Clam5hell Cove Rd., Cotuit, MA Phone. (508)896-1783 SCALE I "=30 ENGINEERING C:�C5N-2WW-ClamshelMW Clamshell-lam Built Pian.dwg Date: I OV22119 Scale:As Shown By:UC I Check:JZB Project No. 201818I r -64• -8''IU4 II'6• Ip.1• SITE MNSTP.[ f TFe(>3 TO AOE T d `O y.'6• O R 4 �z "yl)� ®1`�—( T O.)—� y l. R.O. I �+' ' •.0 •.r —:uu.•i' :uu.,l r . TNVSSES a •' O m19.7- IM [g •42 2870-BARNOOOR a [sou s Ano E AT P Z r _ 4- I®IOD z I• � _.B•.B•—.1., �B•z• �� III �--( y m i tl T o p•.11•_ _ —5•.9.3--. 3 1— I17----�3•.B- _ U' r © 3'7•— iw..wx.warwm 12'-a ]Ox5T5 ABOVF . Vp 4y�� M�gv pp�� s c7oxsTS AnovE O — . ABOVE ra 7 •.•, - -^z - ---- -- ----- �� z —9A - .5 .gl•'ogl - r�oM gU �. LT �� l 1,•I flOi5T5 ABOVE (90 p 9•aZ• 3,1• 3,y4_L Z4_ y A &f 4 J. :: -� 3r o• °z o m� 39'.Er u A RRo & s m . z � a chi o } d T A 4 a ��dtl�jtl� i�'�6P� H.mul EurdnB s..,nr.. HouwPna m - a m yBB d A nn sm.H,,,,1.zzz 1 _-Added Detached harp a Plans 11/LIB MTB ipaddA gg E^ c.munu.Hr uas-mAA `y ' q O R -~ii B 6 d X.19 2 WiLdol oorcF)unyes Eve.Trim Changes Misc ¢visions enure_h1TB_ 9 p y yEe f^ q pp ' q _ •9�9 8 3 Window/Doarc es Ext.Trlm es Misc Revisions_9A1/le o B-+ z ; vi "yyyyxyci - 'J� Chun1 _ MTB O T •-`"-3 �e�,sLE9�Ap� IHciE PEAni HAVE uEEH HEr,enu a AHE 4 Window%aarc es x.Tryl�alwu.Mist Revisions 9/29%18 MTB L v ex, CoV. gM C9 r� ACCEPinefE AS SHOwN wE AutHOP�2E ip 5 ReducedLaund L ihenedlLichen M°FBrehLvn ePm Io/LIB MTB +� ETl E�73 6 S- PNaCEEa MIR THE HEAT PHASE OF UE..AND q`�_-- -- ------- Q tiTm- iti Cn EEEE�9tl Eag pp`pYE�@@ PRODUCTunPERvcWEUPLM45 6_-frontFlerationAwnuwWmdowChwges IOi7nB SRH o ci �" p s95���r�9 �lFa3"i YtchenChongea.DeckBalpgChpnges imwieAM- -4 0 0 5 1 d ®a a� eruUDuacSlabsllpduteA Imane Hamflton 3 "',�,� 4�i CLIENT: fmlPhms IU/19/16 mTfl E3U1�(�in NauseWad9rChm9es.Be�redExtecoc5faeItofiwvmtic wo IMT@ 1 9 Services DATE' 11 Seals la3un SRH i Door Schedule(House) v � Label Call Out Qty R.O. Manufactures Remarks 5'-dif' 3C6d EA.A/!2)N'-A XD'�II' Re.Pn-Try 61(y l�6s ! �` DI 1 YS/ Rm.scs; D2 %6'-11' I hvno-iry I fi 33 %5'imass V I Drr ':•ra l - -I I 3'-2/(:(5'-fi' I Tnvmo-iry 6is•iarms 04 I IObi> _xr. I 3'-E>iX5'-!1' I ThrfmR-iry I 6.Fy'iamtt � D5 SM14,82 OXXO I 12'a•X6.11" Pdla-J50 Svw 61:e'lamh CUM . 06 I 5a0 WE- 2 2':9'16'-W I Pula,50 9 D 6 - I 2966 interar ;0 2'd'xo�li' Inrviar icing Daar w I - I ZA6d ircviar=orhet 4 s'-s,ra%• lmrro=Irker pav 4%s'1ar..ss - I 2870 3arn Door 1 3vn Dear Slab 306831-FCLD 2 5'2'x6'i1' Grtvior 3l-FOLD poor 4%y'1Rmas 2'-0' 6'-0' Z•.p• - 6W 31-PAS5 2 64%'A 6'41' Inru+RHi-PA55 pmr 1 4%s'7-1 J•-Jpa. 3'-0Y. 3.'0 -�I----9 76. I 2.-Z. •-6z° .-.1 2.-82" 10'-Il' 3'-0}" 3'-Oj" �'-JOZ•i - I•F.IH N m vlx m F_- I I �"22 i f s�I**0 ALLPATIO DOO¢S ARE'/DIYL]9a SERIES IY FELLA PATIO DOO4 CALL OUTLEGEND: lm aka a al o.srATIONARV PANEt I I la<ee m alo_0 11_3 ax Ox -OPERAMEPANEL I I W W IYPE:svD.SLIDING PATTO DDDo I INCHES.7£'MDE.12'TALL ai 12 I P.T.DECK jb wf T¢Ex wALaNe suRFAw wmu�r:wnsrE- OTHERS' 2 0 �s /� lI 0 00 15 2,401, 2 I' 21'd 4 Window Schedule(House) = ' O 'I I 3 Clear Opening Vent Area Visible Glass Egress b gI; Label Call Out Qty. R.O. Manufacturer Jamb Size F g 54.F., Opening �' 'Nldth A Height(LRbvl fig.:. P g oti BEDROOM R3 N�m < '^ BEDROOM R'2 JIVING ROOM AI I AYM29ZB 4 ?'J'X2'a" I Pula-350 Srnv I 6%lambs WA I.J I 2.? W Y � _ II'•i � al I A2 I 0432610 !6 2•-d°X5'-E• P61a-3505viv I 6 Jambs 26%,26%' 4.3 9A Y. b _ 1. Al DN2A410 Z 2'1'%3'6" Pula-3505ui %v 6lambs 22%•xl6� 27 5.1 5vi �O P, eNa A4 DH3062 Z 2'6'%5'-E' Pula-350v 6%lambs 24%',2fi%' 49 8.6 Y. W-O°O ,sL, P 1 Er-- 2868 A5 0H30620 4 2'.6•X 5--2• ( Pula-3505viv I 6Y/'1.6, 2431,"A26%' 4.5 3.5 Yv I I yCl u 1F' 3, 2= A6 DH2A6Z 4 2'10'-2' P61a-3505viv 6%s'7amhs 21%'x 26%' 4.1 1.9 Y. b b A7 1116111 t 5'A7 x5'2' PDIa-3505viv 6%fam6s WA N/A 722 Na © I PDRva _ I ____ I v1� l a..wn I 1, = BATH _ OO 4Ni Ad I' OH2M8 Z 2'a'XJ'4l Pula-J50 imv 6 a"lamhs IB%•x 19%• ��5� 4.7 NP I I BATH --- - rl� OPEN 9°2868 Al A'.WIN Z t'a'X2'a° Pula-350 Sviv I 6%•lambs WA IA L9 M n \ mi - �i TO BELOW - WN.3 y W A10 OH2854 1 ?'4'X4'4' Pula-3505v;v fi%'!mobs 22%°,22%' 3.5 h.7 Na Y�I -- 1�' OLD - 'Ioj.-i YI N- All 01438620 4 3'-Z'X5'-Z° Mill-3505viv 6%s Imnbs 32%',Z6%° 5.9 ILO Yv I mo' - OFFICE 'v SITTING AREA AREA All D8E8620. 2 2'A',T-2• PDIa-35050Iv 6F'1Dabs 22%'x Z6f 4.1 1.9 Y. All ON39620 2 J'-2'%5'-? I Pula-3505Wv I 6?"'.lambs 3E%',26%' 9.9 b AM 3030 I 2-6.12'-6- Pula-2505rn'v I 6%'lambs WA WA No IW.m .r-ixm-.N-1 J.3 '-6 T _ BALCONY. L, I ALL'NWDOWS ARE'/WYL ISO SERIE59Y FELLA 'WINDOW CALL OUT LEGEND: I b b O I .a N0lCATES'A NWW%EET5EGRESSCODE5FO¢FOIEEVANA1T0N _-_ P¢pA!CT Dn_ PID[CATEs'NAIDOW CONTAOJs TEMP9tED Russ L__ l;; Ir b I b Note `wwoaw rnE:DN:DM-s�niN4 AwN-AWNING �•� I �•�� � GOCC P,r¢IIO.E.I(MiNmus OPAwp AreP.Egrry RAgw-A-1 PIC-PIC m(i ED) I Pr,¢O I SS (M CAR 5-NA Reva,nnRl Coda,9M Ell'...(.0 MP) 1 ♦)uQl E ""Ply wweaw SSE:IrurE:s.Je•'x[DE<ez•rALL - wwr„D,.newANe„D..:N*s<sc,t SECOND FLOOR PLAN zSi.gl,iNry ad/vdo.Nebnuq virdur,4,Wl ee°,Rmi::mw.ar ckm a PA"RP I SCALE:j•.I'-(P -Cr SMOKE DETE[TOII CUENr. lr 1 I G G f-r�� -•Mores-• cooE]Eno¢ I�9 -- _ _ ___ __ 9 __ _�.1JJ vE�Nr A"•iL m a+be e�iHRaaM PANS TO IE ExTEraO¢ ALL SMO,E ALARMS ARE TOIE WTERCONNEMD GRIFFIN BUILDING I IFt AOCORDANCE'MTH STATE AND LOCK CODES 3'-O° 2'-6"T2'11"�2'B 4'6'-.I-x-2'1 0i-J-1-104"+1<-4'-6° 2'-8j°I V-1 l' 2'-b°+.-3'-0 -wwoows AND PAno DDo¢5 A.--SERIES aY F-A ��yS M� I I = INDICATES M•INDOw MEErs EsvEss coo S PDR FIRE EVAcuAnON '6° 26'-O" � 5'-6 E HEADER SCHEDULE. Q 1 P¢DAcr wcsnoE 37'-0' 14'- o[NDI[ATEs•MNDOW CONTAINS iEIAIE¢ED aAss ry/q 1/ 2x6 EXT.WALL 6 2,6 INT.BEARING WALL 288 1.LAMSHELL COVE 12"TO 4'-6"_(3)2x8',l O'-O° CO I UL I,MA 02635 4'-7"TO 8'-6"=(3)2%10's - STAIR MD 0IS TO RE LOCATED ILLUMINATION MUST 9EFROVIDED 8'-7"TO l2'-0"_(3)2x12's AG r.•-se•Ae OW NOSE OF TREADS OVEIq STAI0.5 ANDU-1 TO ONii¢ULT'A _THAT AA• P¢WIDAMININUN ASMEIEYEL CORtENrS6SMFn: SHEAF CANNOT A THRWGH OF W FOOT CANDLES ASMEASURED 2x4 EXT.WaLL62x4 LNT.BEARING WALL su¢FACE AFPIIED HAND¢Aa eRAcrErs AT srAl¢,vRFAce . 12"TO 4'.0"=(2)2x8's / ARE TO RE LOCATED I4.O.1 W IESS AND FIREPLACE=MALL 1E.YANUfAMRED.TESTED, Second Floor Plan W-1°TO 6'-U"=(2)2x1O's E,teri0f NO NWE TH.INR•E¢OMEACNENDOPTNE LISTEDAN.l 1A MACCOm1ANCE'w2TF1ULl27. RA6.SPACW9 RAIL A MINIMUM OF I A•F¢OM'wALL INSTALLATION SHALL BE[N ACCORDANCE WITH THE 6'-1"TO 9'.0"=(2)2xl2's Sh"1"' Im Wlal!an-S.P., , ',^�I MAWFAMRE¢'5 WEC-CATIONS AND M 127. AdditionDJ Swctu'.1rp`7 2x4 GARAGE WALLS S.Ppar ta, Needed12"TO 10'-6"=(2)PLY'5 9-I/4"LVL 2x Header n_14'-1"TO 17'-O°° (2)PLY'S I4°LVL LVL lYY b w,� C PROJECT TYPICAL HEADER VVV 2x6 GARAGE WALLS DETAIL 180727 12"TO 12'-0°_(7)PLY'S 9-1/4"LVL (///���' -•�' J IZ'-1"TO 17'-0"_(7)PLY'S I1-7/8"LVL 'ALL HEADERS ARE TYPICAL UNLESS SPECIFICALLY NOTED OTHERWISE / (/� / ../ / / / DWG NO IN FRAMING PLANS PROVIDED FOR CONSTRUCTION. ' V`N 1`(//� rs/iT�lrlO A-3 sND:T 3 x 1l 1 - EGFiE OF UE[R ntlUVE� _ II - 2Al2 ROtl� 2.12RWR ' SatST3 latSTS AEGVF 2.12 BOOR II II JOt STS AtlGVE � II I III II� I III A � I i I i—i--. ..__._ — � J ' II'I o u I i i I - G i-- I CCC i T°^�, CpCpCpppp L — — — — F� 10[STS AtlOVE ❑�� Q III �1 0 o . • Its � 4 C7I S �'I� O I II 0 I.IZftOJR II 2.li FLJJR 1G23T3 tl°vE ]GISTS AtlGVE r gtog ••a9Z Fr �Z D _� VmM Mee .J pw£ r^ D 31 0• --g.ry, - - O�R� ����1 N �7�,' IT 39•-D, � r ' � s P 4 A"M m / � e g RE°s,GN3: �iIV1�VA till", H.mulw.&,um�y sb�..3 _m GEscloPnon GAn: tlT_ ---- m tt a� A . I 14116 A�FN 9 I Is s u„RE.I.ziz 1 Added Detached tiara e_Plans a/vla C] 'X O H { y9 y d ! �9yX3 9 2 Window/DDort es Ext.T1 Ch es Misc.Revisions 1/untl _ f►-+ " i m --11 T 8 tl� E'' h°ng--'--.f.Z — - MTB q W zo XO q 2C-2 a „� Fy aa9�y1 1 tlRl€ 3_ Window/Doorc_ es Exl.Triy.Chalu,�es,Misc.Revisions 9/IVIB Mjg_ O .��. '� tf Z +n EA�@.t �� yy InEst Runs HAUL kaL REMerau a u<e 4 W ndow/DG_ur chuny s,Ext.TrlsChunyrs Misc Revisions 9rzene MTB—1 0o O 1�X6� yxAl� A� rnnLL n3 snuwN wE Au HUH12L rJ 5 _Reduced laundry leny�hened Kitchen 24'Euri 34un— Roo ID%t/Itl MTB_ Hamilton E's"s C Ln � 1 1 i�CCCGGG99 dd PHUCGLD wIH IHE NERi PHASE DF DESIGN AND� H (JT IqE�yX� �gZ�@r� YNJDUCI Wi PLR 9GIED PLAUS 6 Flam Elevutlon Awning Wind wCh ¢$ la/3/10-SRH -1 w O !it'll XEfE"eeEd &WenLhwlyesJ?eeck _Iwuile. 61T@_ I sw 15 -.EXler1zbQV5l&11pdat 1WI2110 5RH CLIENT: f1001.P 10/IY/Itl MT Building Services 1'l'1ll1�Yw.T BimyYCdEdIXI'IaC.SlalrS.la(IaagCd _IO/29/Itl DATE' 11 Seuls lanontl SRH t`r r vi E.F 0 co uD 25'-0' - O I Q _ @0 0 &D 9-Y•WODD Y. OOD r" 20'-I I m a g e 3I c e a a o d d Ff I � L______., N � w.um.N,.mn I g v GARAGE I•� L`filrlr 4-CONC.AFAB pSGC PSI) :� J IL 6 �f RQN III TOP OF 6AM6E AAB IS TO eE E f A.09.OW TOP OFFWrABATION i• « _ MAIMATNAMIN.I H0.ftRE SEPNUTION. WALL W6w�A�E AT OVERHEAD a, PROVSDE(°TroE--ON—.AM6E 6ARAbE DODR '�'a WALLSA6mcEWW 6W.PROTECTAW w.;lwlri3l El0.OSED BEAMS.6W.BY OWNE0. - " _ n� ATTIC �gml3 ® I sAPASE�DaR awLL HAVE _ _ _ .I� _ 6¢WIRORESH �I�I_sl ul ga CONCRETE ftLLEO RQNFOPCEMENT OR EgUAI STEEL POST Y - " ' TYFILAL a _ W v'QI. 1 f— -I N 11 I b I Ilb s`I) b NOTE: I I NOTE ATTIC FL000.FTNMINB FOq ACCESS TO ATTIC IS AI-W PER INDICATED PULL DOWN STAIR SIZE PLEASE - PAETT—CA FRwnsws FOPALgsst Arncn _ o•c,�,n.,.mn —-—- Il'-l" I I[ATED PULL DOWN STAIR SEE PLEASE _ `f' O I'l 11 ADVISE OFOEsTREDWENWs4IEANDLOCATION I ADVISE OF DESIREDWEN[N64aT AND IoI s: Z IF IT WAL VwRV NOM THE INDICATED S[g SHOWN. -J If IT WML VARY fROM THE INDICTED 43E SHOWN. —{—��-— ML — %sL D� �L DETACHED GARAGE PLAN ---�---- V-11"-•�°A-2--1021�12--1�"-L-3-1 -----W-- m`= 2 2 2 - € a 8" !I'6 f 8 - n o -� 11 SCALE:;"=1'_p ®HEATDETECTWB l2'- _ '-6' ATTIC PLAN =_u 0 _ s—Fmio9A. �Sf 25'-0' SCAaL -(•�53-SMO.EDETECTOR ®CO DETECTOR wV�g Z Al0 An�x fl",�494 S.F. _ TTT 0 CQI.IN6 HQ6HT:!'-1�• U O •^NOTES"° A10 CQLIN6 HQ6M:I V.°ATOHD(R'-IA°WALL HQ6NT ON PT.SDII WINDOWS ARE VINn SO SERIES."—A WINDOWS ARE VINn3.SERIES.1 PE1.B oINDICATES WINDOW MEETS ESREM COOE5 FOR RRE EVALUATION PROXCT DM GOSS Ou.t: GRIFFIN BUILDING SYSTEMS FRD.ECT LGCA M HEADER SCHEDULE: Z88 L 0 Door Schedule(Garage) Window Schedule(Garage) COTUIT,MA02635E 2xb EXT.WALL 6 2x6 INT.BEARING WALL Label Call Out QtY• R.O. Manufacturer Remarks 12"To 4'-6"=(3)2x8.6 Clear Opening Vent Area Visible Glass Egress 4'-7"TO 8'-6"= 3 2x10" DI 70_", 1 3'-2 X6'-11' ThummTry 6F"Jambs CONTERTS W SHEET: c ) ,w,,, ss Labe Call Out 8'-T'TO 12'-O"_(3)2x12's tY• R.O. Manufacturer Jamb Size Width A Hdpt(IMia) (S4.Ft.) (4 Ft.) Opening D2 9x8DHD 2 9'i4•xe•W oW�6dDwrCPm�„ GWL6�dDBv � Detached Garage 2.4 EXT WALL 62x4TNT.BEARING WALL 12"TO 4'-0"_(2)2x8's Al OH3262 4 2'4'XY-2- Pdla-350 Sena 6%'J— 26 Y'x 26W 4.8 9.4 Yes Floor Plans 4'-1"TO 6'-O"=(2)2x10's EXtEriOr A2 0143038 I 3 74'X3'-Y I Pdb-350 Sena 6F'JaTnos 24 Y,'A 14 Y' 2.4 4,8 I 6b 6'-1`TO 9'-0"_(2)2x12's Snealnin9 ( I Insulation SCDCD B A Opoort al StNee-dructural A3 DH32622Y/O I 5'a'XS'-2' I Pdb-3505eria 6F'Jarnvs ,fl'-L,, Va DRAWeT:MTB 1---�2.4 GARAGE WALLS Adaiti I D5 t—t 12"TO 10'-6"=(2)PLY'S 9-1/4"LVL 2._Hew A4 OF3254 3 2-4-X4'4• Pdb-350 Sv1a 6V'J-bs 26 Y,'x22)r 9.I 8.0 Yes PROJECT NO: 10'-7"TO 14'-O"=(2)PLY'S 11-7/8"LVL 180727 14'-1"TO 17'-0"=(2)FLY'S 14"LVL TYPICAL HEADER ALL WINDOWS ARE VINK—5 EQE5 BY—A WINDOW CALL OUT LE6EN 0: 2x6 GARAGE WALLS D E TA I L ®' INDICATES W WDOW MEETS E6REss CODES FOP FIRE—ATION 12"TO 12'-0"=(3)PLY'S 9-1/4"LVL - NO 12'•1"TO 17'-O"_(3)PLY'S 11-7/8"LVL - D IE z DWG L W WDOW T PE DH-DOUBLE NUN6 A Q IN FRAMING SAN PROVIDED CONSTRUCTION. NOTED OTHER WISE - wlNDow SIZE:INCNEs-m•WIDE,6z"TALL A V IN FRAMING PLANS PROVIDED FOR CONSTRUCTION. •<,P . F Sr T 0.2 E.= m l— erva al a B I 25'-0. -- r— - - - - - _ — _ _ _ — _ — _ — — — l I I I I I I I a I I I slu SEAL W_PT WALL PIA I " #143 L AD ANCI BY BOLTS COJC WALL Alaorr P`:.-.e• B+DT ar HB.S) . I I w/mPJOEETEFIEI.ED - STEA POST ABOVE eLL T BE�ALLEDOR RE ATA IAWNUM 0 12'-6" B-B•O.C.IRHW I I � �" I I wu�iaEA�Eon eDLr r�o - Y L- TO9ENOMORETI-ANIT UNpEGAVATED GARAGE 2 I I FRONTNE tR ENDO PLATE N^I SA�� �� I I2�ioSLAB(MOO 14) I I cpn ¢onaf o S a� /REINFOENT e AOl P0.Y VAPOR BARRIER UNDER n RCEM LORFAM ITAINFO1 141" ICONPLEISL U_VEALUWETOP SURIN £ I I WAU PLAM F I1PORFANF TOI WTOIHITA—AEUNOERTHE fried S"Tii� TW OP GARAGE SLAB ZS TO RE 4° BAM6E FLOOR MALL IUVE WALL PEATERIBALff WY3RfANTTOINSTM SMMWFLLPUTE BELOW TOP OF FOUNDATION WALL OF ea brlDBo.WZRFMESN I SOUAPEAND LEVEL RMtTBE NECESSARY i05MM UNDER . BARA6E AT OVERHEAD 6ARAK DOOP(S) 5 RETNFOR<FMENT OR EQUAL I I ME WML PUTS(SHIMB NOT BY HBS) „w Yo • I I I BEFORE MSTAWNG tIE'NALL PUTS-R IE rani U O NECESSARY TO NOT ONLY,^,HECK THE CONC oa 1 I PROPER SIZE.9WARE AN BE CHECKED BT ' I MEM INGOUGONOTEMUTBEINBTLLBE wPDRrAxT�ME I I EOWL 11ff WALLPUTE MUST BEINBTALLEO BOTH BOWREANO LEVEL �- L I J I RE EN iO HRS PUNOIMENS ONS OO_NOT FOLLOW OUTSNE EDGE OF FOUNDATION. SILL PUTE DETAIL CROSSED A.-OF PNDUNDA DN WAllS — LRD65ED Al1EAS OF FOUND WALLS — FOUNDATION PLAN — RMmR I ARE TOBE Hfl.D DOWN B"BFL QOF ARE TO BE HELD DOWNB•860W TO OF bAMbE FOUNDATION WALLS TO A. FOUNDATION WALLS TO ACC®T LON@FTE AAB R 6ACCEPT[ONCREEE AAB OVER ' SCALE: 4 2 2 4 B•FOIIRED CONCRETE FOUNDATION FROST WALL NO REBAR REQUIRED POR BALANCED B—UL PAOST WALLS Z5 REINFORCEMENT BASED ON SOUL CLASSIFICATION-A000PSZ JAINM••B•CQVTZNUOUSWALLPWOT SW/(i)EA.MREBARMO NVOUS PROJECT nTE: MIN.LT�7$'•BALVAI .ANCHOR B0.TS @ e'Al•ON CENTER MAJOMUM ' B 2 b PT.DECK FLATS W/SZLL SEAL A30 CONC@TE FILLED STEEL SUPPORT POSTS AS NOTED POST GOSS PAD SIZES ARE TO BE AS NOTED ON PLAN F1:LTER PABRIC OVER A•PERFORATED DMIN TILE ¢LENT: GRIFFIN BUILDING SYSTEMS PRDJICT IDDA ; 288 CLAMSHELL COVE COTUIT,MA 02635 MNTENR aF SHEEP: Detached Garage Foundation Plan - PROJECT NO: 180727 OWG NO A-9 NNEIT y DP it I 2'-6 1/2"- T INLET & OUTLET COVERS TO BE �` NOTES: Revisions rP MAX. SEASONAL HIGH G.W. EL. - 93 AS 2'-z 1/2" BROUGHT TO 5" OF FINISH GRADE. 1 NOTES: DETERMINED BY OBSERVATION Of• G.W. ._ + , B-+-I 1. CONCRETE - 5000 PSI MIN -Ground El.= 3%.20 LEVELS AT LUNAR HIGH AND LOW TIDES, _._ I'I 1 9" MIN. "' -�"`+_r '__ _ A. STRENGTH � 28 DAYS 5-06: ADDEL SHOVEL PIT 3 r` ` �il 00_D I 6 [v c -- -I---1 1 Q �,, COVER �� �+ I I I I r 2. STEEL REINFORCEMENT JANUARY/FEBRUARY 2004. : ::�: ORGANIC _ r I ! I II ASTM A-615, GRADE 60 INFORMATION. -t ,,_D. 1. SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT AND THE AQUIFER PROTECTION CVERLAY ;+ 1 .95' 24" DIA. MANHOLE COVER j ram` �' - I I I I � ,,,, II ► :. _ T i 6' FLOW-TK AFT (TYl' L-------1-f---J 3. COVER TO STEEL - 1" MIN DISTRICT. "" k 9 f w NO GROUNDWATER ADJUSTMEN APPLIED i I _ $ - E T 8 3` ZABEL nLTER - - - l 1 / l LOAMY SAND DUE TO PROXIMITY OF LOCUS T O TIDAL -- - - a i �A100� 20- }-�- H �I 10YR 3 2 - - _ .I ouTLEr TEE w/ExrE sloN `, 2. DEED REFERENCE: BOOK 223 PAGE 39 REGISTRY DISTRICT OF BARNSTABLE COUNTY. / 1.45 AREA, LESS THAN 300 FEET i INLE. LIOUID DEPTHT io TEE PLAN VIEW rt"'4ty�y}•► ,,�,�� .t+ s* .'- .<;' BW JANUARY/FEBRUARY 2004. ;; 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE FIELD. L. M. SAND 6" MIN. 3/4 TO 1-1/2-STONE 7.5YR 4 3 C'.87' -- .... .' - .-,a-,- :. - 5„ DIA. KNOCKOUT 5" DIA. KNOCKOUT / - -.:. ::. 4. TOPOGRAPHIC INFORMATION TAKEN FROM A PLAN BY DOWN CAPE ENGINEERING INC. DATED DECEMBER 8 2005. '• 1 (TYP) (TYP) r B Pit No. � . PRECAST CONCRETE SEPTIC TANK BOTTOM ON LEVEL STABLE BASE,:rP 1 OYR S6 6 Test By. Richard Judd. R.S. REINFORCED WITH STEEL -� 3•-1 {-• 5. SITE LOCATED WITHIN F.E.M.A. FLOOD ZONES A13 (EL.12) & ZONE C AS SHOWN ON COMMUNITY PANEL #250001 # 5t,u „ . * C1 / g 28 Test Date: / / PLAN VIEW - ! M, , 7 21 2005 I CROSS SECTION VIEW 1 / / 0022D DATED 7 2 1992. Q >� ". M.C. SAND ----- NOTES 3) INLET AND OUTLET TEES TO BE CAST IRON 2.5'(R 6/4 f� 20' Witness: Donald Desmaroisy_R.S._ OR SCHEDULE 40 PVC. I + f 1'-3" •+ . _- = - 1) SEPTIC TANK TO WITHSTAND H-10 t..OADING --.�. Q•�"`" Perc Rate: < 2 MIN. IN_- - UNLESS UNDER PAVEMENT, URINES, OR TRAVELED TEES TO BE CENTERED UNDER MANHOLE COVERS. !-;� 7 1/2" F' J •. CQNSTRUCTIDN + LANDS APE NOTES• ° 2 d `. - t -- 1 f.,2 FINE SAND - __-_._ WAYS, WHERE BY H-20 LOADING SHALL APPLY. 6„ ._T + _ +._�' "'� �°``"'`" � N 2- rl? 6 f 3 _95' 2,00(? a"� ! ! 2 ,x t -_',`,' _ 2) ALL PIPE CONNECTION, AND CONCRETE CON- N0. OF GALLONS: I STRUCTION TO BE WATER•'ICHT. Test Pit Dat .J SECTION A-A SECTION B-B 1. EROSION CONTROL TO BE SET AT WORK LIMIT LINE. y TP �(2 Indicates indicates - DISTRIBUTION BOX DETAIL " �_ � h 4` -lfi- - E71C (,j 20� ,NK DETAIL �ry 2. ADJUST FOOT PATH TO AVOID TREE5 6 DBH +. x,, e,� � x = Y' Pere Groundwote iQ? TO SCALt: DB W/ BAFFLE {..G I '11. t s Ground El.= 132,20 Test - NOT TO SCALE - 3. NO ROOT MAT DISTURBANCE IN FOOT PATH AFEA. CJRGANiC 4. NO EXCAVATED MATERIAL TO BE STORED ON WATER SIDE OF DOUSE. F311.95'--- - - Pit No. 2 5. VISTA PRUNNWG ONLY IN COORDINATION WITH CONSERVATION AGENT + INACCORDANCE WITH CONSERVATION LOAMY SAND rest B Richard Judd R `,:S.--- INLET & OUTLET COVERS TO BE BROUGHT TO LOCUS MAP _ 1 CYR 5/2 31.53' Y 32.00 FINISH GRADE 2 MINIMUM FINISHED GRADE OVER LEACHING AREA GUIDELINES. _-_- f 21 BUDS - �-WITHIN 6" Ui FINISH GRADE _PAVEMENT + 3" SEEDED TOPSOIL 7 r Bw - Test Date: __ _ 4" PVC SCH. 4 -��� - - 6. LIGHTS FOR PATH / BOARDWALK REQUIRE SEPARATE / ADDITIONALAPPROVAL FORM CONSERVATION AGENT. NOT TO SCALE L. M. SAND �TYP ) FIRST ESL D1�LEVELT TO Witness: Donald Desmarais7.5YR 4/6 , R.S. - I 2" PEASTONE Assessors Map 05 Parcel O1 B ( 30.03 Perc Rate: < 2 MIN./IN. 2R.75 i� 2,00o GAL.` ' I: 28.12 i f` 27 �V WASHED STONE L. G. SAND - 29.4c 27.63 � 0 0 0 / " 10YR 5/6 9.53' - SEPTIC TANK I` 2s.5o � � � BONING SUMMARY ' 4.0' SIDES 25.63 C1 M.C. SAND 4.0' ENDS I--- 34.0' -� Pit No. FOUNDATION � 42.0. � ZONING DISTRICT: RF RESIDENCE DISTRICT 2.5YR 6/6 8.53' 21.70 � Shova! Pit By -Down Cape En�ineerina I G` FINE SAND TO BE INSTALLED ON A SYSTEM PROFILE PROB. HIGH GROUNDWATER EL. 3.93 I YR 6 3 GW Observed: _- 0.47'� _ LEVEL & STABLE BASE. BASED HIGH WETLAND LIMIT � MIN. FRONT SETBACK: 30' L_ --G ---- _` 1.3 7 -. _ MIN. SIDE SIDEBACK: 15' OBSERVED GROUNDWATER EL. 0.47 --MIN. REAR SETBACK: 15' �1 11 Project Title u= utility Exis tins Pole Foundo tion 1 UNLESS OTHERWISE: NOTED, ALL CONSTRUCTION lO.HEA"dY EQUIPt'.tE_NT SHALL NOT 6E ALLOWED TO �l ��/12/2Q011 METHODS AND MATERIALS SHALL CONFORM TO OPERATE OVF�' THE I._IMITS OF THE SEWAGE DIS-- TITLr V OF THE STATE ENVIRONMENTAL CODE AND POSAL SYSTEMS DURING THE COURSE OF CON- TOWN t;F BARNSTARLL_ RULES AND REGULATIONS. STRUCTION OF ',=E SYSTEMS. 2. GROUT TO BE� USED AT ALL POINTS WHERE PIPES 1': NO FIF!_D MOD!-!CATIONS TO THE SEWAGi` DISPOSAL ENTER OR LEAVE ALL CONCRETE STRUCTURES IN SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN OR!7ER TO PROVIDE A WATERTIGHT SEAL. APPROVAL OF THE ENGINFEI' AND THE LOCAL PROPOSED VENT PIPE '' CLAMSHEZ.L B0AI,D OF HEALTH. 3. ALL SH!PLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT 12.THIS SYSTEM SHALL 8E INSPECTED AS REQUIRED BY R POSED 2.000 GALLON , / CEMENT TO PROVIDE ;. WATERTIGHT SEAL. TITLE V i / -- H20) SEPTIC TANK .�'� r%0 Benchmark �- jt Law 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY / i' Concrete Bound R#-t*S6bv4l'16K S6RYIte- BOX AND LEACHING FACILITY TO WITHSTAND H-10 TITLE V AND AN AS--BUILT PLAN Elev. = 33.13 N.G.V.D. AiN7,,NM te' MIN. 5FII% cLK �>� LOADING UNLESS UNDER PAVEMENT, DRIVES OR OF THE SYSTEM MUST BE OBTAINED BY THE ({Q�w+ SAS 3YT7SM ROAD TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. / 247.,34' APPLY. �j� S 29*54 05" W 54.54' S 291725" W 14. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE j i EW H GE 6+ NEW HEDGE 3 112' / AL 4L 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE W - SCHEDULE 40. DISPOSAL UN!T / O W W 6. WASHED CRUSHED STONE SHALL. FREE OF ALL 15.ALL. UNDERGROUND UTILITIES SHOWN WERE CGM- / A DIRT, DUST AND i INI�. PILED ACCORDINC TO .AVAILABLE RECORD PLANS �' / 17 AND ARE APPROXIMATE ONLY. SEE CHAPTE-2 370, �i 7. AT AL-'_ POINTS OF INTERSECTION OF WATER LINES r,CTS OF 1963, MASSACHUSETTS GENERAL LAWS 4�a' � � � � / � � AL FF CO n// T AND SEWER LINES, BOTH PIPES SHALL BE CON - WE ASSUME NO RESPONSIBILITY FOR DAMAGES Q, 4 � / STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO INCURRED AS A RESULT OF UTILITIES OMMITTED OR 4�. _ 0 I 3 �� Lot 49 BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. ,^IACCLIRATELY StiOWN. THE APPROPRIATE PUBLIC 0 � - �j. 9R ENGINEERING DEPARTMENT SHALL BE CONTACTED AS + Q qb �C' �� Area-32,840± Sq. Ft. 8. SEPTIC TANK, DISTRIF:UTION BOX, ETC. SHALL BE WELL AS DIG SAFE (PH. NUMBER 1-800-322--4844) � �� !pO � } � Te Pit /I /'� Q �� // ILO / ' m �` Or � � MANt'IF vCTURED BY F OTONDO OR AN EQUIVAI-ENT \ ii Q O/� o� o t� �' 0.75 Acres MANUFACTURER, �� �Q- ti �Q c O• 9 EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING \,�` -�'� Q Test Pit # QQ$���I�` C���V � Z �► �C 4 U�9 AL AREA AND BACKF!t_i, WITH MATERIAL AS DESCRIBED / 'T Qq4� O�G ' ON �. 4,51 Prepared For � DESIGhI ANALYSIS INVERT�E .,E 6T10NS .rLc. ff � ,r�} -L=32.29' I O� q`�F`� �QOO 0',/ I \� �' ( ,� c��� l_.-Q�� (....7I i E�.-V � L I__ i.. DESIGN FLOW: PROPOSED 5-BEDROOM TOP OF FOUNDATION 32.00 -z ��J .�•�''� •�, ` t�� ' t ' 5 BEDROOMS X 110 GAL/(BR-DA) = 550 GPD / o I . 1`� 3' WIDE WALKW WOOD 3 POST SUPPORT -- 4" INVERT AT BUILDING _29,49'# •/• 00�' .� s SEPTIC TANK REQUIREMENTS: 4" INVERT AT 1500 GAL TANK (IN) 2e.75't •� e AkL WITH FIBERG SS SURFACE (60� LIGHT � - SE G I •�, / 5 PENETRA �.., 20 Rascally Rabbit Road MINIMUM 1,500 GALLON �'' �., - 4" INVERT AT 1500 GAL TANK (OUT) 2s,5Q't �" Marstons Mills 2,000 GALLON TANK PROVIDED i _ ��• `'� . / / �~ 02648 _ - - - --- 4" INVERT AT DlST BOX (IN) 28.12't i CROPOSED (H20) D-BOX •� / ,, y9 „;;:. -_ .-_ __-------- �' IN.ERT Ar DIST. Box (OUT) _2 .95' PROPOSED 12.83'x42' SAS FIELD i_EACH!NG FACILITY RE(�l_!IREMENTS: � 4---- � 4-500 (H20) LEACHING TANKS /• � ti ' INVERTS AT ;_,ACHING FACILITY: µ }• } '�.. '}•.. }. '' Retaining + �1 ,� } (55( GPD) / (0.74 GAL/(S.F=DA))----- s � LWITH 4' OF STONE Pool Fence --- - 4" INVERT AT BEG. -�� � ���� � i � o� Q� A. M. Wilson Associates Inc. 743 S.F. LEACHING FACILITY _27.63'f �1 \ ,t, • O/ Allc �- \` AL s9 sue• a5 Q 5Q8 42G 9192 FAX 42c� 9795 -_�_ - -- -- ---- ELEVATION AT TOP \� o , < // � � r OF LE At H's""1G FACILITY ?' t LEACHING "A.CILI TY PROVIDED t � s� o �':s,,, y ��� �� i � � � � Drawing Title ELEVATION AT B( TTOM (12.83' x 42') + ((12.83i>' + 42')(2)(2)) = 758_18 S.F. OF TEACHING FACILITY 25_63'x ,\g�r�� c9 S �� �aw� �0Pon � �g� _ r C x 0.74 GAL S.F.-?A 561.10 GPD --- --. ----- I \ `�' 561 GPD_> 550 Gf't) O_K _ RANDO WOOD OR STONE RISERS SET iN r m 1 �`, �� GR A C BSER JFC GROUND WATER ELEVATION (MOTTLES}: N/A II / \ 7 5� !� �0�'K AL Subourface _f �cy _ - - eat � a �_ Sf ote Bonk lAiL AL HANDRAIL 1 SIDE \oo �o state Bonk St O (OPTIONAL) Sewage AL � � w �r " �s ark' FIBERGLASS GRID CSK. HEAD FIBERGLASS GRID 2 - 2 x6 STRINGERS -- - REMOVABLE DesIgn-1/2" OIA. H.D. Gi+LV. 1 a f THRU BOLT 0 0 2 HO,BERTA >�. DRAKE --- 2 - 2" x 8" BENTS CIVIL it Na 4164 ! ' 4" x 4" P.�i POST Scale: 1"= 20 < < T L N iv 8' BETWEEN BAYS 0 10 20 30 •40 :i0 FEE 1 Date:y Dec. 1 200`, iDrn�a�lr�`l No..._.. Uesian: A.Ml W. i 13 ELEVATION SECTION Check: A.M.'`r'i TYPICAL CONSTRUCTION DETAIL Drown: R.D. I MARSH SECTION - NOT TO SCALE Job. No.: 2.1438.0 Last Rev.: Jan. 5, 206 of 1 w. TP MAX. SEASONAL HIGH G.W. EL. = 3.93 AS BROUGHT & OUTLET COVERS ro BE 2-s 1/2 NOTES: Revisions z'-2 1/2" 6ROUGHT TO 6' OF FINISH GRADE. B-� 1. CONCRETE - 50dd PSI MIN. NOTES: DETERMINED BY OBSERVATION OF G.W. a! !W -I �-A- A STRENGTH 28 PAYS Ground El.= 32.20' LEVELS AT LUNAR HIGH AND LOW TIDES, rj " ° I 6 s MIN e° N _ - - 1° ° COVER 2. STEEL REINFORCEMENT - 1-5-06: ADDED SHOVEL PIT #3 0 JANUARY/FEBRUARY 2004. I ASTM A-615, GRADE 60 INFORMATION. ORGANIC - `" I 1. SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT AND THE AQUIFER PROTECTION OVERLAY b 31.95' 24" DIA. MANHOLE COVER � -3 � I E NO GROUNDWATER ADJUSTMENT APPLIED a �'` I: T_ 10„ Gas Baffle- - 14 - - - 3. COVER TO STEEL - 1" MIN. DISTRICT. Cb 4-30-07: SETTLEMENT CHANGES LOAMY SAND - - - x DUE TO PROXIMITY OF LOCUS TO TIDAL o ' B--"-I 2. DEED REFERENCE: BOOK 223 PAGE 39 REGISTRY DISTRICT OF BARNSTABLE COUNTY. o 0 6-01-07: REMOVED BERM EL. 27' TO 24' 10YR 3/2 31.45' AREA, LESS THAN 300 FEET - - - "' INLET 4'-0" in � PLAN VIEW Bw JANUARY FEBRUARY 2004. _TEE LIQUID DEPTH c 6-01-07: REMOVED BERM EL. 27' To 24' L. M. SAND / I:, 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE FIELD. 6" MIN. 3/4" TO 1-1/2-STONE y of a• LOCUS 7. YR 4 3 - - - -.:-f:`?` 5" DIA. KNOCKOUT 5" DIA. KNOCKOUT _ _ 5 1 T: - - ( ) (np) 4. TOPOGRAPHIC INFORMATION TAKEN FROM A PLAN BY DOWN CAPE ENGINEERING, INC. DATED DECEMBER 8, 2005. v 9 15 18: REVISE HOUSE & SEPTIC C 29.87 TYP B L. C. SAND Pit No PRECAST CONCRETE SEPTIC TANK BOTTOM ON LEVEL STABLE BASE 10-2-18: REVISE GARAGE SEPTIC Test By Richard Judd, R.S. REINFORCED WITH STEEL y. �a a �„ 3>,� I- _ " 5. SITE LOCATED WITHIN F.E.M.A. FLOOD ZONES "VE"(EL.14' NAVD88) & ZONE X AS SHOWN ON MAP 25001CO752J I 10-22-18: REVISE GARAGE & DRIVEWAY, 10YR 6/6 29.28' 7/21/2005 PLAN VIEW CROSS SECTION VIEW MAP EFFECTIVE DATE: 07/16/2014 C1 Test Date: M.C. SAND 3) INLET AND OUTLET TEES TO BE CAST IRON H-20 COMPONENTS 2.5YR 6/4 28.20' Witness: Donald Desmarais, R.S. NOTES OR SCHEDULE 40 PVC. 1 -3" 1) SEPTIC TANK TO WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. - T8-1 11-07-18: REVISE DESIGN ANALYSIS C2 FINE SAND Perc Rate: < 2 MIN./IN. UNDER PAVEMENT, DRIVES, OR TRAVELED WAYS. 6" 7 1/2" CONSTRUCTION + LANDSCAPE NOTES. o 2.5YR 6/3 21.95' 2) ALL PIPE CONNECTIONS AND CONCRETE CON- 1,500 4„''II _ P) aess STRUCTION TO BE WATERTIGHT. NO. OF GALLONS: I 2 BOTTOM ON LEVEL STABLE BASE S 0) y Test Pit Data �ry ry SECTION A-A SECTION B-B 1. EROSION CONTROL TO BE SET AT WORK LIMIT LINE. Q TP 2 Indicates . Indicates SEP I IC (H-ZV TANK DETAIL DISTRIBUTION BOX DETAIL 2. ADJUST FOOT PATH To AVOID TREES 6" DBH Perc - Groundwater NOT TO SCALE DB-5 W/ BAFFLE 3. NO ROOT MAT DISTURBANCE IN FOOT PATH AREA_ Ground El.= 32.20' 0 Test - - NOT TO SCALE - 0 ORGANIC 4, NO EXCAVATED MATERIAL TO BE STORED ON WATER SIDE OF HOUSE. 31.95' 2 INSPECTION COVER TO BE BROUGHT TO Pit No. TOP OF WITHIN 6" OF FINISH GRADE E 5. VISTA PRUNNING ONLY IN COORDINATION WITH CONSERVATION AGENT + IN ACCORDANCE WITH CONSERVATION LOAMY SAND Richard Judd, R.S. FOUNDATION INLET & OUTLET COVERS TO BE BROUGHT TO LOCUS MAP Test By WITHIN 6" OF FINISH GRADE FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA GUIDELINES. 10YR 5/2 31.53' 32.00 31.Ot 31.5f 32.0 max) PAVEMENT + 3" SEEDED TOPSOIL Bw Test Date: 7/21/2005 4" PVC SCI-. 40 W W 299f W _ - ( W 6. LIGHTS FOR PATH / BOARDWALK REQUIRE SEPARATE / ADDITIONAL APPROVAL FORM CONSERVATION AGENT. NOT TO SCALE L. M. SAND (TYP.) 29.7f �/�'FIRST TWO FEET TO Witness: Donald Desmarais, R.S. f BE LAID LEVEL 29.Ot 2" PEASTONE 7.5YR 4/6 30.03' f Assessors Map 05 Parcel 01 B Perc Rate: < 2 MIN./IN. A: 29.10 28� { !08 .37 28.20 28.00 a C3 0 0 3/4" TO 1-1/2"C. SAND1,500 GAL.��,: fDOUBLE WASHED STONZONING SUMMARY 1 OYR 5/6 29.53' Garoge ?:I SEPTIC TANK �'. 28,5 31" SIDES ;0, 26.00 C1 M.C. SAND 3 L T.TI`: 48" ENDS I-- 34.0' --"I I 2.5YR 6/6 2g.53' Pit No. FOUNDATION 42'0 22.1 f ZONING DISTRICT: RF RESIDENCE DISTRICT C2 Shova! Pit By: Down Cape Engineering FINE SAND /TO BE INSTALLED ON A GW Observed: 0.47' LEVEL & STABLE BASE. SYSTEM PROFILE PROB. HIGH GROUNDWATER EL. 3.93 MIN. FRONT SETBACK: 30' BASED ON WETLAND LIMIT MIN. SIDE SIDEBACK: 15' 2.5YR 6/3 21.37' MIN. REAR SETBACK: 15' OBSERVED GROUNDWATER EL. 0.47 Project Title NOTES 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO METHODS AND MATERIALS SHALL CONFORM TO OPERATE OVER THE LIMITS OF THE SEWAGE DIS- 288 TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND POSAL SYSTEMS DURING THE COURSE OF CON- `y TOWN OF BARNSTABLE RULES AND REGULATIONS. STRUCTION OF THE SYSTEMS. ,' PROPOSED VENT PIPE / ,'� , ,'� 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES 11.NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL CLAMSHELL ENTER OR LEAVE ALL CONCRETE STRUCTURES IN SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN ORDER TO PROVIDE A WATERTIGHT SEAL. APPROVAL OF THE ENGINEER AND THE LOCAL //` j ,/' ,rr'' ,�' BOARD OF HEALTH. Benchmark 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE PROPOSED 10'x42' SAS FIELD ,' Concrete Bound 32 ' Elev. = 33.13 N.G.V.D. GOVE SEALED WITH NEOPRENE GASKETS OR ASPHALT 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY 4-500 (H-20) LEACHING TANKS CEMENT TO PROVIDE A WATERTIGHT SEAL. TITLE V. ! t r ,' ° 1 / /' '' /� /` / - / / ! ' / ' / / /' '' r' WITH 4 OF STONE AT ENDS AND , ° r ,f ,f _ r / /r 4, PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY 31" OF STONE AT SIDES !` et _ //' /'24�!34r'� 54.54 T ' / / / / _ _ BOX AND LEACHING FACILITY TO WITHSTAND H-10 TITLE V AND AN AS-BUILT PLAN r r ' ! / / ! / // / / /�/ ROAD LOADING UNLESS UNDER PAVEMENT, DRIVES OR OF THE SYSTEM MUST BE OBTAINED BY THE (� I ° ° / ' / ° _� /' ! , , ! / / " / / / / TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. iIry ,� `4� �� r`4 `11 �/ _ ,/ rungs APPLY. r ' Pld 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE �� / 4 . !` ody / f` !` e' /` /` /i' /` '' '` /' .' /' ' ' ' /' /` 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE RESERVE AREA . t �1 .Q. TRE/VCH / / / r r / ,! .`� f-Wo / e / ,° ,'! / ,' / ,' ,' ,' / !#� DISPOSAL UNIT. a ry r .. . t `l r r ! , ! , ,. o , '� / / / , ! / / , / ! w SCHEDULE 40. �QJ i d I D,�A INr , , , r t / / , rn 10 x 42 , r' 6. WASHED CRUSHED STONE SHALL FREE OF ALL 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM- 0 / �o-�o- ' / ' , e r t ! ! /• f t / `7r° ': � r a a;': e // /J N t ■ t r r , ! , , �, �/ DIRT, DUST AND FINES. PILED ACCORDING TO AVAILABLE RECORD PLANS r t TP#1/ t / t t ,t ! , / / r , /' ! / �r ! t,/ �'_Q AND ARE APPROXIMATE ONLY. SEE CHAPTER 370, /t - Q ,' r ! t r r t ! , / ,! tr ! , ,r' ,/ ,° ,' ,! CO 77J/ ;r 7. AT ALL POINTS OF INTERSECTION OF WATER LINES ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. PROPOSED (H20) D-BOX r bi ! ! / r < , / r/ ! �( r r ! / r �. //Areci=l2�4„Ut 'S Ft- /' AND SEWER LINES, BOTH PIPES SHALL BE CON- WE ASSUME NO RESPONSIBILITY FOR DAMAGES r ` , t/ r / rA / !' !� '' ' ' STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO INCURRED AS A RESULT OF UTILITIES OMMITTED OR t et ! • , �, r ` °1 ' , y/ e i > ` f t pr a , r r ! BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. INACCURATELY SHOWN, THE APPROPRIATE PUBLIC PROPOSED 1,500 GALLON t / e , , �/ r r / rY / A40 T r t r / 7 Ai Cr6S t r r ENGINEERING DEPARTMENT SHALL BE CONTACTED AS (H-20) SEPTIC TANK , I 4 ��, �� t , t t , , r , r t � e t t ! t 169° � t ° r ! t � e l t ' t #bl t 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE WELL AS DIG SAFE PH. NUMBER 1-800-322-4844 ( ) A I TP#2 t 4/ v ! t t t t ! t MANUFACTURED BY ROTONDO OR AN EQUIVALENT I �______ , rn =•-a / , / t t Q1 r / f ' e e ! G MANUFACTURER. Al , 32-- �� nh •� /' UR�'r � I , s ti.ti ' `�• �. jG>,"a'. /G4 .� , _ �,� � � , '�� �' t / 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING /o® Os: / .� �• 1 13 ! + � + �� AREA AND BACKFILL WITH MATERIAL AS DESCRIBED \EU r '�, i , p�. A #{ e o / / 5p r ! r e / ON PLAN. ' , t ° ' / , e °' °r r ` / l t ! e ,' ,° Q� Prepared For �.1 f�RDp`(�5" IJ , ��� ✓ ,j , �' ,/ /t t t , r / / e g r t �, ! !/ �� �Q ;AHA&Z: ,! �..� ,,' , , �, P Janet 8c/ ,..7 � r�m,��t r x' �� „ t f r / / / l t l / , l r , / / �j. r , R=2aoo - ,�, x "T 4� J 2 // , C , ,;,' t ; /I /' /' r' ,��- ' �, 3' WIDE WALKWAY WOOD 3 POST SUPPORT , � �' • ' t e t / / r - =�22� - ',11 * z: ` t�/ r t e Michael Goss DESIGN ANALYSIS INVERT -.ELEVATIONS w ,/ f f /' G, ;/� tt / I 't 1 r r / ! ° ! ! WITH FIBERGLASS SURFACE (60% LIGHT DESIGN FLOW: PROPOSED THREE-BEDROOM # ' PENETRATION TOP OF FOUNDATION 32.00 3 BEDROOMS X 110 GAL/(BR-DA) = 330 GPD " 20 Rascally Rabbit Rood 4 INVERT AT BUILDING 29.10't 20rstons Mills L�ROP,O8ED /r ,� ` s 'fig ' t y e , ' ° .' /.' G SEPTIC TANK REQUIREMENTS: 4" INVERT AT GARAGE 0,00' 2�" �� �_ _ - ,/ f , C� a t t e , , , � -` --- - WATER StRVICE' 2k / / / ,✓ , / , / // 5 �e d2s4a 330 x 200% = 660 GALLONS r ' /� ! i / ✓ '/ / r / ' rj ` / ter.` / r r / / / � • / / > / / r / / / 4' INVERT AT 1500 GAL. TANK (IN) 28.75'f ' s /� 23 ' /' r� �• ' /' "� /' ° / ' / ' ° rGGE cJ MINIMUM 1,500 GALLON /'/`/', ________ _ �� ____ /' , ,'' � ,' ,' , /, �� r, !///// , 1,500 GALLON TANK PROVIDED 4" INVERT AT 1500 GAL. TANK (OUT) 28.50't Shp. /`/- 23------ ti0 /'� .'' / �' /,'!'�' /'/, ,`� ' Q�✓ 4 INVERT AT DIST. BOX IN 28.37'f -22--- --- -- _ s / , / / / / / ' �0 �' / / ! , ' ' ' ', QeR LEACHING FACILITY REQUIREMENTS: ( ) +f,',/ ''/',/ ;-- _---_ --- a'�'-______ ,/ IT ✓'� /'ONE-'''���P o'`� 4" INVERT AT DIST. BOX (OUT) 28.20'f t ,',r', /' -------__ -21-- �� ----' ` yy ��M / ` k ` ` `,' ` ` ` 1�1 A. M. Wilson Associates Inc. _ w ARK r � � ,., 1 /i, , / / - . r : , . P � �-�-----�,� (330 GPD) / (0.74 GAL/(S.F.-DA)) t I r ! e/ , _ -20-_e - _ 15 J OL /° ` , /,' ! / �1 Nc,z INVERTS AT LEACHING FACILITY: r I + + t -______� l _ = 446 S.F. I I i I I t / _ a' ,' / D /`. s/ °J / ♦ / / ,'/ /,`/ / A �_ o s��` tic. __ "l9_..._ '`� �A___,,�)�____ � s' r , r, /' 00�f/ r 4" INVERT AT BEG. I I 1 I ___ -_ ' 9 ----- .' OQ -- , C? 0� / / e / / / ! i t I f I I - fj-----cfi----- i'` O r 2 r / , / o ��p`v� CPO LEACHING FACILITY 28.00't I I I f I I ! I �`'�--__ -`'� ` ''__ �' - r ' ��0`�`' ,' O ,'f/, �,;',�,�/�/ . (1 I I I I I I I r �' / ,/ / / / ; ///, , / P 1`y P� O FI L 0 iL ___ s' PE0 ��! ,/' ,/ `/////,//,/,°//// �A ,/V U LEACHING FACILITY PROVIDED ELEVATION AT TOP _____ o �__________ - -.MAP,, �, >' ,/�,° f �, V ` = OF LEACHING FACILITY 29.0'f I I I j !` - ''? _-- -- ®______ __ ` / //' �P O �FGIS CSN (10 x 42) + ((10 + 42)(2)(2)) 628 S.F. I I I r '- -- - DATE .'"__ P.U. Box201 x 0.74 GAL/(S.F.-DA) = 464.72 GPD ELEVATION AT BOTTOM i I i i I I �, __ `�6-- -- --- __ - ---APpRKr 9r toce �, I I Brewster, MR 02631 OF LEACHING FACILITY 26.00't I I I I I `~� ~w�'`` __ - i . t I I I I I i ! 9_.--------------- 5 / ' ' k 464 GPD > 330 GPD O.K. ---- __ _ v- Van -------- - a>"�,',,r' ' Phone: (508) 274-7347 ENGINEERING pfe Ba�lr'' ----1 State Bonk OBSERVED GROUND WATER ELEVATION (MOTTLES): N/Axz I I I I ° , 0 01'` --'~ f / , , ✓ , r LpO,�<��'� _ -------- f- ' HANDRAIL 1 SIDE (OPTIONAL) - Drawing Title 3'-0" cif / FIBERGLASS GRID CSK. HEAD FIBERGLASS GRID 2 -- 2"x6" STRINGERS • REMOVABLE PermIt 1/2" DIA. H.D. GALV. r : / / o THRU BOLT t Plan / 2 - 2" x 8" BENTS Q 4" x 4" P.T. POST Scale: 1"= 20 N N 8' BETWEEN BAYS 0 10 20 30 40 50 FEET Date: Dec. 15, 2005 Drawing No. Design: A.M.W. ELEVATION SECTION Check: A.M.W. TYPICAL CONSTRUCTION DETAIL Drawn: R.D. MARSH SECTION - NOT TO SCALE Job. No.: 2.1438.0 Last Rev.: June 1, 20D7 of 1 2'-6 1/2" NOTES: y Revisions INLET & OUTLET COVERS TO BE TP i MAX. SEASONAL HIGH G.W. EL. = 3,93 AS BROUGHT TO 6" OF FINISH GRADE. B '-2 1/2" 1. CONCRETE - 5000 PSI MIN. C DETERMINED BY OBSERVATION OF G.W. 'C1 NOTES: 1-5-06• ADDED SHOVEL PIT #3 Ground El.= 32.20 LEVELS AT LUNAR HIGH AND LOW TIDES, �i ' "-0" I I 6"� e" MIN. " 6• t A- _ _ _ A STRENGTH 028 DAYS Q 1"-- _ _ INFORMATION. 1°'-0 N 0 COVER _ \ N 2. STEEL REINFORCEMENT N JANUARY FEBRUARY 2004. _ -�- - \ 1 I I I CE E T � I.- I I ATM - 1 1 S A 61 R 5 GRADE 6 I OE 0 m ORGANIC OVERLAY OTE T1 ON OVE LA r AQUIFER IFER PR C N THE� DISTRICT AND " � . • .��:� �'��•��i'-o'er ....••3� �OF-�AIR.-SPACE..TYP.�-� •• I I 1 1 1. SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY D STR T Q 1.95 24 DIA. MANHOLE COVER I I z 4-30-07: SETTLEMENT CHANGES 6' FLOW-TOP OF TEE TYP L-------1-1--_1 <c NO GROUNDWATER ADJUSTMENT APPLIED :;1 I - _ _ _ 3. COVER TO STEEL - 1" MIN. DISTRICT. E g' 3' ZABEL FILTER- Ir LOAMY SAND DUE TO PROXIMITY OF LOCUS TO TIDAL - - - ' '1 '1 (Aloo> �� so � , -�-- B-'s� 10YR 3 2 - - , ouTLEr TEE W ExTE s1oN 6-01-07: REMOVED BERM EL. 27' TO 24' / 31.45 AREA LESS THAN 300 FEET / I I 2, DEED REFERENCE: BOOK 223 PAGE 39 REGISTRY DISTRICT OF BARNSTABLE COUNTY. g i INLET 4_�• Bw JANUARY FEBRUARY 2004. TEE LIQUID DEPTH PLAN VEW L. M. SAND / :.1 t: 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE FIELD. a - 7.5YR 4 3 6' MIN. 3/4" TO 1-1/2'STONE a - LOCUS --- -j I I 5" DIA. KNOCKOUT / 9.87 5" DIA. KNOCKOUT , 00 V DEC EMBER R 8 2 5 - INC.NDATED DE EM ENGINEERING, IC.N EER N E G ,DOWN CAPE IN 0 PLAN BY , 0 TAKE N FRO M A ORMA N=t TOPOGRAPHIC INF Tl 1 TYP P 1 TYP Pi (t No. ) B C PRECAST CONCRETE SEPTIC TANK ''••'BOTTOM ON LEVEL STABLE BASE e••P L • /i L. C. SAND 1OYR 6/6 9_28' Test By.' Richard Judd, R.S. REINFORCED WITH STEEL °• �° 5, SITE LOCATED WITHIN F.E.M.A. FLOOD ZONES A13 (EL.12) & ZONE C AS SHOWN ON COMMUNITY PANEL #250001 C1 M.C. SAND Test Dote: 7/21/2005 PLAN VIEW CROSS SECTION VIEW } 0022D DATED 7/2/1992. Witness: Donald Desmarais. R.S. NOTES 3) INLET AND OUTLET TEES TO BE CAST IRON 2.5YR 6/4 8•20' OR SCHEDULE 40 PVC. �-{ i `{ C2 1) SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. T 8" ° S FINE SAND Perc Rate: < 2 MIN./IN. UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED 6" 7 1/2" j CONSTRUCTION + LANDSCAPE NOTES: � Poponesset WAYS, WHERE BY H-20 LOADING SHALL APPLY. Bay 2.5YR 6/3 21.95' 2) ALL PIPE CONNECTIONS AND CONCRETE CON- NO. OF GALLONS: 2,000 4"-►I I-- L2' js �. Test Pit Data STRUCTION TO BE WATERTIGHT. SECTION! A-A SECTION Bog 1. EROSION CONTROL TO BE SET AT WORK LIMIT LINE. DISTRIBUTION BOX DETAIL TP �2 Indicates Indicates SEPTIC (l"'I'20) TAf�C UETAII. �8�5 !N� BAFFLE 2, ADJUST FOOT PATH TO AVOID TREES 6" DBH +. Perc 0 Groundwater NOT TO SCALE Ground El.= 32.20' Test - - NOT TO SCALE 3. NO ROOT MAT DISTURBANCE IN FOOT PATH AREA. _ ORGANIC 4. NO EXCAVATED MATERIAL TO BE STORED ON WATER SIDE OF HOUSE. 31.95 Pit No. 2 E LOAMY SAND Test B . Richard Judd. R.S. INLET & OUTLET COVERS TO BE BROUGHT TO 5. VISTA PRUNNING ONLY IN COORDINATION WITH CONSERVATION AGENT + INACCORDANCE WITH CONSERVATION y FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA GUIDELINES. LOCUS MAP 1 DYR 5/2 1.53' 32.00 THIN 6" OF FINISH GRADE Bw Test Date: 7/21/2005 " , \ _ �W _ PAVEMENT + 3" SEEDED TOPSOIL 7 L. M. SAND 4 PVC SCH. 40 6. LIGHTS FOR PATH / BOARDWALK REQUIRE SEPARATE / ADDITIONALAPPROVAL FORM CONSERVATION AGENT. NOT TO SCALE 7.5YR 4 6 0.03' Witness: Donald Desmarais, R.S. (TYP.) (FIRST TWO FEET TO �2" PEASTONE Assessors Map 05 Parcel 01 :, / BE LAID LEVEL B Perc Rate: < 2 MIN./IN. 27.76 - - 2,000 GAL. 27.41 � 26 o O CO O /4• TO 1-1/2° C. SAND 28.00 '94 WASHED STONE ZONING SUMMARY �A A t1 qA 10YR 5/6 9.53' SEPTIC TANK -.-- o 0 o a o '�t'1..� 1 v Ue/i/ ®o C1 �.' 27.51 4.0 SIDES 24.94 M.C. SAND Pit No. 3 4.0' ENDS I 34.0, --I 42.o t , ZONING DISTRICT: RF RESIDENCE DISTRICT 2.5YR 6/6 $,53' FOUNDATION � 2101 C2 Shoval Pit By Down Cape Enaineerinc,� FINE SAND /TO BE INSTALLED ON A SYSTEM PROFILE GW Observed: 0.47' LEVEL & STABLE BASE. PROS. HIGH GROUNDWATER EL. t 3.93 MIN. FRONT SETBACK: 30' 2.5YR 6/3 21.37 BASED ON WETLAND LIMIT MIN. SIDE SIDEBACK: 15' OBSERVED GROUNDWATER EL. 0.47 MIN. REAR SETBACK: 15' NOTES . . Project Title Utility { Existing Foundation ,�rf 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO Pole METHODS AND MATERIALS SHALL CONFORM TO OPERATE OVER THE LIMITS OF THE SEWAGE DIS- (911 212 0 0 1) TITLE V OF THE STATE ENVIRONMENTAL CODE AND POSAL SYSTEMS DURING THE COURSE OF CON- 28c TOWN OF BARNSTABLE RULES AND REGULATIONS. STRUCTION OF THE SYSTEMS. r' 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES 11.NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL ENTER OR LEAVE ALL CONCRETE STRUCTURES IN SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN ���d�5HEL � ORDER TO PROVIDE A WATERTIGHT SEAL. APPROVAL OF THE ENGINEER AND THE LOCAL ,' PROPOSED VENT PIPE ,f/ ,r' rr' BOARD OF HEALTH. / f' /� rr /r 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY CEMENT TO PROVIDE A WATERTIGHT SEAL. TITLE V. 'r POOL FENCE r' /'' dr`r/ ,IrJr ' Benchmark .'' co VE 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY PROPOSED 12.83'X42' SAS FIELD ,'r Concrete Bound BOX AND LEACHING FACILITY TO WITHSTAND H-10 TITLE V AND AN AS-BUILT PLAN 4-500 (H20) LEACHING TANKS rf Elev. = 33.13 N.G.V.D. r / / R0,4D ,/ rf I LOADING UNLESS UNDER PAVEMENT, DRIVES OR OF THE SYSTEM MUST BE OBTAINED BY THE �`f_ f ! TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. WITH 4 OF STONE 1/ !t f, r,/ �t f/ f,' //` r' /r' ffr _ _" /' ,, f' r' /, !/r rff r r /'f APPLY. _ - --- r- 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE /1 / 54.54 ; �. _ __ -_ rr` ,, f !, r' f' r' ,/ / r/ /' rf ,, rr ', 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE 1 - f r ,.�' r / , r r' SCHEDULE 40. DISPOSAL UNIT. b / o rr rf , r 3 v O n ! 34 33 ,`� � 5. 1'1ASHED CRUSHED STONE SHALL FREE OF ALL 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM- 1 _ 2 , 31 t 0 r DIRT DUST AND FINES. PILED ACCORDING TO AVAILABLE RECORD PLANS 1 33 1 / ;/"� ` 29 ! /' /,� 2� Woody / / / ! ' ' ' r ♦ / r ' 7 ' r 0 -R ""SA ELDr`r AND ARE APPROXIMATE ONLY. SEE CHAPTER 370 1 g 32 f /[/(���y�y� TUI T ' �• t1 r , f / , ! r = Vt./ 0 7. AT ALL POINTS OF INTERSECTION OF WATER LINES ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. !r h �O 11 X 48 / I'� r � r ! / / / �' / alr. r ! r r r i / / r r / / r / AND SEWER LINES BOTH PIPES SHALL BE CON- WE ASSUME NO RESPONSIBILITY FOR DAMAGES ' 1 Lot ' ' ' rf i r rr ,l STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO INCURRED AS A RESULT OF UTILITIES OMMITTED OR r r r r r / r / r / ' ' 1 , Test Pit 1 f ' / r / / r f 1 ! �` 2 ,. f ' ! , r/ BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. INACCURATELY SHOWN. THE APPROPRIATE PUBLIC , , f o,Zt / ! t , r f , r r /r / 4 99°, ,! , 1 , , r r / f , r ,� ;1 `" / / J rr ' /' t,' / ' lAree; 2,8�0 /Sq: Ft. fall, a{r, ENGINEERING DEPARTMENT SHALL BE CONTACTED AS E r ' © O �' ' , r 1 , / 1 I 1 r / Ma 8. SEPTIC TANK DISTRIBUTION BOX, ETC. SHALL BE WELL AS DIG SAFE PH. NUMBER 1-800-322-4844 / 1 1 ' r r , r r r' '' /` ' ( ) o , ,% a ' 1 r j1�-/ , ! >' t / , I t J Orr, f r ' AI, MANUFACTURED BY ROTONDO OR AN EQUIVALENT ,1 ,! ! 1 f 1 r r1 t�--' MANUFACTURER. 1 , Q / r r 1 • ' ' 1 r r r ,' J Q.7,7' Acr6s 1 1 Oil, J 1 ! O ! • / ! J O J J 1 / / , r �• ! / ! f J f pQ` r r t l ,' ,' ,/ rt' 1 �69 1 r f r 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING rl O / 'Q / O t !r f r r j , , w. ' 0` 1` 1 / ' r! r , ' r r , G AREA AND BACKFILL WITH MATERIAL AS DESCRIBED J ! �__ ___ / ; , rc, , r r t Test-Pit E2 � � ' ' � ' �1 / 1 1 r , r , ,r 1 1 1,1� , ON PLAN. 1 32---------- Q '�,.,. � , �L r r F 1 r !r r r 1 r v , r a�, I J 1 alr, �� 11r, ! o Prepared For O w , r ,m r r r o tx 0 9 , J r r O O `C/ fit/ r 1 I �' r r r , 't �/ G / ! r 1 1 r C r r r , r r J PROPOSED (H20) D-BOX5p, •r! ��s i 1,'� .� ;' f `�9 Ir 1 r e i .dal r 11 i - , f . � O , , !! �rl .1 / �, °/ rl 1' ,+l f' rl ! 1 �' r/ e DESIGN ANALYSIS INVERT ELEVATIONS I t R-20.00 . d Q � �O �o fr , 1 1 J �`--; , o , p , 1 , , , , 1 f�L=32.29' /' �° r / Q r 1' �' , / / 1 / , /l J /! f f Q L VIMIGF �L,DS LL.G DESIGN FLOW: PROPOSED 5-BEDROOM TOP OF FOUNDATION 32,00'f tt 7 h � rr '! rrr r! �r i r r 1 1 11 r r' ,;�'A ,r!v 'f _``PRCF'O�ED �TOOD-GALLON- - . 1 r r` / 9 5 BEDROOMS X 110 GAL/(BR-DA) = 550 GPD �� ' I� '/ ! ' 1 J r ' r !' r -',' , �' 4" INVERT AT BUILDING 28.00,E `.30�_, (H20) SEPTIC TANK QO. ! ! r ,' r , , 1 ' 1 r r - IV d► 3' WIDE WALK WOOD 3 POST SUPPORT ! ! ,/ , / J r l 1 1 , , ', / / , , 41lf/ iV a1a _ _ --1 n4O/�P �• r , 1 1 1 I r r , r r r r +y _/ WITH FIBERG SS SURFACE (60% LIGHT SEPTIC TANK REQUIREMENTS: 4" INVERT AT 1500 GAL. TANK (IN) 27,76't `c'"` »- _ T ~^M _ Y �P ; ' ' MINIMUM 1,500 GALLON ��;�_ `�� �.___ �• ! •' ' • / j ' 1 ' ° s l I { , r , r t f' PENETRA N) „ � _ � ,„ OOG ' ' !` Q\' ,/ Ir ! 1' i r rf t 1` �. r} ,�1 C 20 Rascally Rabbit Road 4 INVERT AT 1500 GAL. TANK (OUT) 27,51 t _ Q F,�'\� r' Marstons Mills 2,000 GALLON TANK PROVIDED "� � � 4" INVERT AT DIST. BOX (IN) 27.41'f /' ^�' 7.�j • �� ��'' !! r' 92 ! , 1 Ir ' r , 1 1. 'Irr ' �3g n . �' /•2��` _ 6' _ (1/` /��O ._...-.- r � ,rr •/ r°r' r� t��{ �3J` , � ! 1 /, , f r',r r/,' .f1P� �� _ - 2 7. 4 4 INVERT i T. X 2 f N R D S BOX OUT VE .' !O 2- r / ! 0 r r O Q r r / r LEACHING F I FACILITY REQUIREMENTS: AC L r / / r X r 5 ---------- (550r NVERTS T LEACHING FACILITY: r r r ! r' GPD) / (0.74 GAL/(S.F.-DA)) , r •1' � ,' / / �- r r r r , ! ,%r � i-. • ' Q� A. M. Wilson Associates Inc. 4" INVERT AT BEG. �h0j' //r'"'-----_23_•-____ •`•. �! ,;r /' r �r �r r` ,�' r r �/I// /r ,r/ r / `J 743 S.F. .' , r /' rr /' ' . / LEACHING FACILITY 26.94 f . I , , :f , , . O� �L---------- / / / /` , " / / / � ! ! ! , rr %r 7, ' 16 '` ---- r' ti� /r I'/ '/'! r'I'' C� 508 420 9792/ FAX 420 9795 ELEVATION AT TOP r ` / '-----__ - ' OF LEACHING FACILITY 27.77't ' ' Ir!`rr r �, ____ _�, M1 2i-____ - �` -O c _ \.. WOR uMl /' ' LEACHING FACILITY PROVIDED rrj`:r;`,-_____ __���--__ F-�s :h_-- ~ - r �pNTRaL Drawing Title r . ELEVATION AT BOTTOM { S { ( I 1' rrr 1 r- r r r /' . r �' /�' ,/ ! ! /!! !/% . r ♦ /ll r aIL `' 12.83 x 42 + 12.83 + 42 2 2 = 758.18 S.F. ' I OF LEACHING FACILITY 24.94 f + 1 1 i I t t t 1 r' x 0.74 GAL/(S.F.-DA) = 561.10 GPD I I i I I i i I r` -_ _.8___ �______ _- rrr y�Or'r �,• oo-r '�'/' .'r r �'/ ,11r, 0 561 GPD > 550 GPD O.K. .",�... _ ...___ .. ____..._!'�____.__...... �,-`' ,•' .r "• ` ylw`�- _ GROUND WATER ELEVATION (MOTTLES): N/A p----------- - OBSERVED ' I { I l I ' ! ' // `^•'•. ��6--__ -_ ,�- ___-----___-_____ MI, r i i 1 I r! /'/ `�-. 1 -ry __j - _�__ _��-- ,'. ffr` ♦;r;',,' HANDRAIL 1 SIDE �,r �•/// !rr//r all, Alf,State Bonk . '! /'/ / r ! - - (OPTIONAL) Permit_ I t �� � �� •~ti \� �O r0 IJ _ -1 D.�. � �-' , I//r f, !rrr 3$-0" Plan FIBERGLASS GRID CSK. HEAD 2 - 2'x6 STRINGERS FIBERGLASS G ID REMOVABLE 1/2 DIA. H.D. GALV. Qo THRU BOLT OF Idq O o f r o 0 ROBERTA. Cyu� z DRAKE , `{;Y CIVIL 2 - 2" x 8" BENTS o No.41642 ¢ Q 4" x 4" P.T. POST Scale:l =20 GAS ANC,\ •"'`� N 8' BETWEEN BAYS per; 0 F10 20 30 40 50 FEET ------------------ Date: Dec. 15, 2005 Drawing No. Design: A.M.W. ELEVATION SECTION Check: A.M.W. TYPICAL CONSTRUCTION DETAIL Drawn: R.D. MARSH SECTION - NOT TO SCALE Job. No.: 2.1438.0 Last Rev.: June 1, 2007 of 1 >,,e Kinlin Bose.dwg -LP 1 MAX. SEASONAL- HIGH G.W. EL. - 3.93 AS INLET & OUTLET FOYERS TO BE NIOTE:S: ReV'iSIC)n:> .^ BROUGHT TO 6" OF FINISH GRADE. � I • 1. CONCRETE - 5000 PSI RAIN. • DETERMINED BY OBSERVATION OF G.W. _ �1 -- ---4-- ,- A- = -- ---� A STRENGTH 2s DAYS (,'round t L- 32.20 LEVELS AT LUNAR HIGH _.... ... -..'.°°�........- -�. :� MIN. . . . . . �.IL�.� . - s" _ s� F-------7-1---I( �� ( 'e® s' /. `_ ° _ 1-5-0ta: ADDED ,SHOVEL PIT 3 H AND LOW TIDES, n 0 - COVER r c�i 2. STEEL REINFORCEMENT -' ORGANIC JANUARY FEBRUARY .20)4 -,. _ - __ -_ _ _ P INFORMATION. / 3 O1T AIi ACE T'YP�- '� _ Ii i� ASTM A s15, GRADE sG 1. SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT AND THE AQUIFER PROTECTION OVERLAY !` v �� _ 4-30-07: SETTLEMENT GHANGIES 31.95 s 24' DIA. MANHOLE COVER _®C s" FLOW-TOP OF TEE - I - L-------1-1---� 3. COVER TO STEEL_ - 'I" MIN. DISTRICT. ro �� �--� E - �"-'- NO GROUNDWATER ADJUSTMENT APPLIED ;::� - - �': _ " (rL A 20 �, ZA[3EL FILTER- _ __ � .. ... LOAMY SAND DUE_ TO PROXIMITY OF LOCUS TO TIDAL 1 ' I < r ' I I .I _ OUTLET TEE W/E:XTEI�510N � 2. DEED REFERENCE: BOOK 223 PAGE 39 REGISTRY DISTRICT' OF BARNISTABLE COUNTY. .o �, 6-01-07: REMOVED BERM EL. 27' TO 24 1QYIR 3/2 31.4-5 AREA, LESS THAN 300 FEET - ) - - i INLET -- _l V I - - Bw JANUARY/FEBRUARY 2004. -TEe. LIQUID DEPTH E- 3. LOCATIONS OF UTILITIES SHOWN( HEREON ARE." APPROXIMATE ONLY AND ARE TO BE VITRIFIED IN THE- FIELD. L. M. SAND I` 1 ` 6" MIN. 3/4" TO t-1/?."STONE Li� i �� �) �-T),. .. ~.T.._.-.:. -::_ ,^ .�.:-,:-, I _� 5" DIA. KNOCKOUT 5" DIA. KNOCKOUT - . Q 7.5YR 4/. g.�37 �;� - >.....,-.--.......-...... _ 4. TOPOGRAPHIC INFORMATION TAKEN FROM A (PLAN BY DOWN t�APls ENGINEERING, INC. DATED DE:CEMBER 8, 21a05. v i -7-- -® Pit No. - 1 - - 2. CM (rn=) (TYP) B/ C PRECAST CONCRETE SEPTIC TANK BOTTOM ON LEVEL STABLE_ BASE ... , L. C. SAND <3 ,-= - �" 3" 2 . f Test B Richard Judd.R.S. REINFORCED WITH STEEL �- - �- ��" 5. SITE' LOCATED WITHIN F.E.M.A. (FLOOD ZONES A13 (EL.12) ZONE C AS SHOWN ON COMMUNITY PANEL 250001 q 1OYR 6/6 99.28 y - C1 Test Dote: 7/21/2Q05 -� PLAN VIEW CROSS SECTION VIEW 0022D DATED 7a®2/1992. M.C. SAND - �______� -- c• �� r_�� � r: � �� � •-- I 2:5YR E 4 Witness: Donald Desmarais,R.S. NOTES 3) INLET AND OUTLET TEES TO BE CAST IRON I / g.2Q > c - OR SCHEDULE 40 PVC. _ I i �� 1 -S' �,� - -- 1) SEPTIC TANK TO WITHSTAND H 10 LOADING &" 7 1/2" 11 m i F ,• Perc Rote: � 2 Mllk'IN. UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED TEES TO BE CENTERED UNDER MANHOLE COVERS. � `T 1'4 + LANDSCAPE I- �► FINE SAND - - - WAYS, WHERE BY H-20 LOADING SHALL APPLY. - - -� - - NOTES:- -' \ ' ���� �'"���� 2 jYR E;/3 121,95' 2,000 4"- - -�„ -® 2) ALl_ PIPE CONNECTIONS AND CONCRETE CON- NO. OF' GALLONS: -- I"- 2 J v 3 STRUCTIOIV TO BE WATERTIGHT. -� SECTION E 4 1 1. EROSION CONTROL. TO BE SET AT WORK LIMIT LINE. -J Test Pit Da to ., _TP '2 Indicates Indicates SEF �® r - �. DISTRIBUTION BOX Dl T' I " 2. ADJUST FOOT PATH TO AVOID TREES 6" DBH 4 Perc Groundwater NOT TO `SCAL_E NOT TO SCALE:BAFFLE 3. NO ROOT MAT DISTURBANCE IN FOOT PATH AREA. (round F_l.= 32.:2Q Test - ORGANIC 4. NO EXCAVATED MATERIAL TO BE STORED ON WATER SIDE OF HOUSE. 31.9 5' f -- - Pit No. - - 5. VISTA PRUNNING ONLY IN COORDINATION WITH CONSERVATION AGENT -F- INACCORDANCE WITH CONSERVATION I E LOAMY SANDR.S. NLET &: OUTLET COVERS TO BE BROUGHT TO GUIDELINES.Test B Richard Judd R ,� _ FINISH GRADE 29� MINIMUM FINISHED GLADE OVER LEACHING AREA _ 1 QYR 5/2 31.53' Test Dote: 7/21/20®5 32.00 LOCUS hAAP �11THIN 6" OF FINISH GRAD _ W - PAVEMENT + 3" SEEDED TOPSOIL - - - 4" PVC SCH. " w -�' _ - - -` �W 6. LIGHTS FOR PATH / BOARDWALK REQUIRE SEPARATE f ADDITIONALAPPROVAL FORM CONSERVATION( AGENT. NOT TO SCALE L. M. SAND FIRST TWO FEET TO • I Witness: Donald Desmarais R S. (T ) r-2 PEASTONE 7°5Y'R 4/6 0.03' '- ' - ) 5 �BIE LAID LEVEL _ f Assessors Map 05 Parcel 01 ' 2 MIN /IN. 27.76 f • " B� Perc Rote: _ - _ - ` S?7.41 i \.2LL4 -' C3 m m --3/4 TO 1-1/2 I C1; i L. C. SAND 7213.00 I 2,000 GAL. I --- 2E.94 �/ VIIASHE`D STONE 10YR 5 6 9.53, _-_ SEPTIC TANK L- - _' ® ® a c� ® - _ / 0 I-:' 2.7.51 &,0 SIDES 24.94 Ti M.C. SAND 3 -1 f 4.0' ENDS-� i - 34.0' --1 ZONING Pit No. - - FOUNDATION - - 4Z0' ----- t ZONING DISTRICT: RF RESIDENCE: DISTRICT 2.5YR 6/E 8.53 I 21.011 I C2 -- ---- Shovol Pit By., Down Cape Enaineerin ZTO -/ SYSTEM PROFILE BE INSTALLED ON A FINE SAND ��/ Observed: Q.47' LEVEL. & STABLE BASE. PROS. HIGH GROUNDWATER EL. 3.93 MIN. FRONT SETBACK: 30' I 2,5YR 613 21.37' - - - BASED ON WETLAND LIMIT - OBSERVED GROUNDWATER EL. 0.47 IN�l. SIDE SIDEE�'AC;K: 1;�' MN. REAR SETBACK: 1.5' Project Title ° I1.r Utr"lity Exit%ng ® � Forenefation Pole 1. UNLESS OTHERWISE NOTED, ALl_ CONSTRUCTION 10.!IEAVY EQUIPMEreT 'SHAL.L PLOT BE ALLOWED TO (9,1t2,/2009) METHODS AND MATERIALS SHALL CONFORM TO OPERATE OVER THE LIMITS OF 'THE SEWAGE DI3- I TITLE V OF THE STATE ENVIRONMENTAL CODE AND POSAL SYSTEMS DURING THE COURSE OF CON-- TOWN OF BARNSTABLE RULES AND REGULATIONS. STRUCTION OF THE SYSTEMS, / ! 2. GROUT 'TO BE USED AT ALL POINTS WHERE PIPES 11.NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL ENTER OR LEAVE ALL CONCRETE .STRUCTURES IN SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN ORDER 'TO PROVIDE A WATERTIGHT SEAL. APPROVAL OF THE ENGINEER AND THE LOCAL - -PROPOSED VENT PIPE Cz I J BOARD OF HEALTH. Mc FH 6 Zve 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT 12.THIS SYSTEM SHALL. BE INSPECTED AS REQUIRED BY I " CEMENT TO PROVIDE A WATERTIGHT SEAL. TITLE V. Benchmark -- - - POOL FENCE 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY PROPOSED 12.831'x42' SAS FIELD ,' Concrete Bound / .. SING FACILITY 0 WNTFi�>TAIyD H-10 TITLE V AND AN AS-BUILT PLAN 4'-5CI0 H2Q LEACHING TANKS Elev. = 33.13 N.G.�✓.D. / BOX AND LEACHINGT ( ) `� r' '' ,. "- / ���_ .". � ROAD LOADING UNLESS UNDER PAVEMENT, DRIVES OR OF THE 'SYSTEM MUST BE OBTAINED BY THE WITH LI• OF STONE � _ , ,' `N TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CONTRACTOR UPON COMIPLE_T10NI Or THE ABOVE WORK. ; °�' I APPLY. J' � 54'.54' ---- --:� ---�, r „ 14.THIS SYSTE�A IS NOT DESIGNED FOR A GARBAGE ! "- G Ste' - 5. ALL, 4 PVC PIPES IN THE SYSTEM SHALL BE J 4�34 SCHEDULE 40. DISPOSAL_ UNIT. �� _ 33-- 3� in91 -� \ f f J all, r r , 34 -- - - a31 n �- R UTILITIES SHOWN R M .".-.- :-' .3'Z ., : .,,� . `1, �; ,, /" . �,,_ � ,. _. FDIt7 6. WASHED CRUSHED STONE SHALL FREE OF ALL 15.ALL UNDERGROUND U CITIES 5 0 WE ERE CO _ , � AVAILABLE- � 3:1 °°- - � ,;:,���� 29 ,,r° t .f/ ,' �. ,,,. �Q�dY � ..- ;F / f ,: ' ,� f,7 - DIR'T, DUST AND FINES. PILED ACCORDING TO RECORD PLANS r - �✓ °'t1; y I� ;J} AND ARE: APPROXIMATE ONLY. SEE CHAPTER 370, 0 32 -- SAS- IE.II_D ., ®¢ , w r s ,: $fig J rn - ,.. �. r , , to - f: r ,. Li , ,. ' 7. AT ALL POINTS OF INTERSECTION OF WATER LINES ACTS OF 1963, IMASSACHUSETT.S GENERAL LAWS. H ' 11 X i � � C 3� ` f J /' WE ASSUME NO RE.�PONSIBILITY FOR DAMAGES AND SE'NiEF, LINES, BOTH PIPES SHALL BE CON- ,` GO 7111 STR:UCTE_D OF CLASS 150 PRESSURE PIPE AND ARE TO INCURRED AS A RESULT OF UTILITIES OMMITTED OR ; re t Alt f 7 � Jam" BE PRESSURE TESTED 'TO ASSURE WATERTIGHTNESS. INACCURATELY SHOWN. THE APPROPRIATE PUBLIC --- \ 4 ENGINEERING DEPARTMENT SHALL BE C'ONTACTI=O AS ° 0 0 ( „'� � *= " � �``'~�- �'A 'r 4 S ' �; re. 2,, if .�,,Ft ® �I! 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE VVELI_ AS DIG SAFE (PH. NUMBER 1-800-322-4844) J �� �� � '� rr MANUFACTUREDY R N RAN _ TVA -NT B O TO DO O E_QU Lk ;' -�� _ , 'b MANUFACTURER. �J/ 07 Acre I e a` ID 1 0 _ O J I j 1 l' 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING / �� •'� '�V �G -- r � if i AREA AND BACKFILL WITH MATERIAL AS [)ESCRIBED1 l _.. _1s°tF'I't 7� - �G° '/' ,C,,-.,•• `� �_ ON PLAN. o 'o � 4, f \ a° = r = Prepared For ,111, .1IL PROPOSED (1-120) D 'v ,�� �) 3 g _ ' s ®`�'S11, ai g/ry,®q I J _ry�9 ��� �''`e,,�: : �tp ,� f�' `�, . ,�_''""'T-•-.•--.�!�o�'�` DESIGN ! aI'� 0 VE T'� I" ''O.Ir eJ tit lS-'C 61.�(7' •® + ®✓ �® Y> \0 �.'t`` `// ,K r '-r\ g® .,� ,' ' , , ,1{!, ! L-32.29' /® �j �`! f�. \. \\ _ J`�- •® r r e DESIGN FLOW: PROPOSED 5-BEDROOM TOIP OF• FOUNDATION mod' _ 1 _PROPO ED-....2,000,-I AA-L:OI�., O .® �� J r, '„ Jr °� - 5 BEDROOMS X' 110 CAI_/(E3R-D:A) •- 55D GPD -- ► (H20) SEPTIC TANK O�C -' �/i ' I x 3' WIDE WALKW W007 3 POST SUPPORT _ - -- 4 INVERT AT BUILDING 2Q47'f :J,,,S ., - O�rTg `� kN Z",/ ` - 6O% LIGHT ` I 1, WITH FIBERG SE' SURFACE o - SEPTIC TANK REQUIREMENTS: 4" INVERT AT 1500 GAL. TONIC !N 7.76 t , `4i x` -- P ))fl PENET AT6�N C�- Q �. � 20 Rascally Rabbit Road MINIMUM 1,500 GALLON \ + Q �:� �z 1 �- - 4„ INVERT AT 1500 GAL. TANK (OUT) 7 I m., �'�,,.:.... w_.... ",.,.. °� O / �a0 �° df � ..- r'\ Nlarsi;ons Mills 2,000 GALLON TANK PROVIDED oo 2 /� Q.:...__ ' i/ :�9 8 i 0264 4" INVERT AT DIS'T BOX (IN) 2774'I _ ..,.., w, �� , r I ) . / C3� 4" INVERT AT DIST. BOX (OUT) 27.24' ., ,- w.rv,,. , �_ ��@'.. - 4 -A !N FACILITY REQUIREMENTS: LEACHING G / 3 INVERTS AT LEACHING FACILITY: �' _ _ .,. �_.. \w� -�_�, __.-_.. l�,° s '' - RS (550 GPD)' / (0.74 GAL/(S.F.-DA)) s \ ~�.� �. F -__- - 4 INVERT AT BEG. !- a A. i t 743 S.F. ,-- , -�..c)>' r; �-w'�_ r` • TM_r.. --:._ �, � ell �{ �If1C� LEACHING FACILITY ' ^ � �26.94 f s ELEVATION AT TOP lT/ t Cf 4 0 9? 2/ FAX 379�.�.. 5 6 2 9 c+ / f+, OF LEACHING FACILITY 27.77f �•.- I �-_-- _..._-... . C0� TRH , . LEACHING FACILITY PROVIDE ) ,C S' w.« LT _. .._w.� _,.... �. �-.a,.. �� .�'. ..re r ,� .r-� � � Drawing Title ELEVATION AT BOTTOM r -- • __._, .,.___.,__.._, 4� 12.83 x 42 + 12.83 -3. 4 2 2 758. 8 S.F. 24.9 ( -��( 2}( )( )) 1-- OF LEACHING FACILITY 4.94 x 0.74 G :L b. . DA 561.1 GPD ` r QI� � 561 GPD ? 550 GPD O.K. AI 1 OBSERVED GROUND WATER ELEVATION (MOTTLES):�- I _ r p 7 r m r I s r t s� •',•N- ___.. A - ^'"'� '�{ alr, ,Il, HANDRAIL 1 SIDE I7. . o St��te w-_ 4, ._. ._ S�tote ) r (OPTIONAL) 1� ^- s a �o crn, f,0 L) 96t f P ,• . _ y2 )G ['1817 M FIBERGLASS BERGLASS GRID �.- CSK. HEAG GLASS GRID 2 - 2'"x6" STRINGERS r-FIBERGLASS REMOVABLE � 1/2" DIA. H.D. GALV. f ✓i y1 - o THRU BOLT ° RiOBERT A - Z DRAK 2 - 2" x 8" BENTS CIVIL j `' �y No 41542�G � a ��, 4„ x �E„ P.T. POST Scale:l" 20 8' BETWEEN BAYS - N41.E ,. -- •, 0 10 20 -30 40 -50 FEET G -I - �� 11 RUM tDate: Dec. 15, 2005 Drawings No. Desiqn: A.M.W. ELEVATION SECTION Check A.M.W. _TYPICAL CONSTRUCTION DETAIL Drawn R.D:, MARSH SECTION -- NOT TO SCALE Job. No.: 2.1438.0 Last Rev.: June 1, 2007 of 1 ICinlin Base'.dwg