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HomeMy WebLinkAbout0234 VINEYARD ROAD - Health 2-°3`� ���= CC) - 0" - TOWN OF BARNSTABLE LOCATION-E� ' ey'qpo�I,M 1 SEWAGE#c�UO VILLAGE Col�� ! ASSESSOR'S MAP&PARCEL / INSTALLERS NAME&PHONE NO. "5-08-I/d a-65a9 SEPTIC TANK CAPACITY /SOD 6/al CH ao) LEACHING FACILITY:(type) 5006'yl C e(y (size)IQ.83'x �-ZoJ NO,OF BEDROOMS S OWNER 4& .Ann L v4' PERMIT DATE: - 08 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Iq , A-a - C7 , 8 q - TOWN/OF BARNSTABLE LOCATION SEWAGE#o?007 VILLAGE�n%U! / ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO.-0,)7CLCCiQI Z-08- 5/d8'56-a? SEPTIC TANK CAPACITY /,5290 GAI G/-,w) LEACHING FACILITY:(type) 5006141 CW14MA-45M(size) Q.03 x gol a-ao) NO.OF BEDROOMS S / OWNER PERMIT DATE: 3— �a 08 COMPLIANCE DATE: --3 h«/0 Fr Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY f 33 , 4 �kQr 3 55 s �s - 7a 1 AffO No. O —1 le Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Z1ppY%cation for 3Di.5po5ar_�&pgtem Cottgtruction Permit Application for a Permit to Construct()0 Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. Z S O V 104C` AAO 20. Owner's Name,Address,and Tel.No. C.0-ru%T r nnq . a2,1.�� N G-f� i�- Wtl.ltAnn�. tW`t0.'r cl Assessor'sMap/Parcel 27 I -rTSPmX0- C.TbA. R.O. 015 O` Installer's ame,Address,and Tel., o._ 50 8 Designer's Name,Address and Tel.No. v i^ e /`jac.a//Nr/0- . / yag ssaS STe. G(toUr ?yq V a T o Type of Building: Dwelling No.of Bedrooms S Lot Size 7*7 221; sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers(v. Cafeteria( ) Other Fixtures Design Flow(min.required) -550 gpd Design flow provided S$O gpd Plan Date I 1 /0'7 Number of sheets,e 1 Revision Date Title Size of Septic Tank 1 So0 GAt. Type of S.A.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 the Environmental Co e and not to place the system in operation until a Certificate of Compliance has been issued by this B and of Healt . M,, Signed i Date Zge-c/ Application Approved by Date -0 Application Disapproved by: Date for the following reasons Permit No. 9-0 y 3 —L4 2' Date Issued —" "-C ——————— —— ————————————————————————-r.—,- ———-- No. �-004 Ll Fee----,_ S0klk .-,�- THE COMM �NWE ITH OF MASSACHUSETTSEntered in computer: ,�- - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �Pltrat ors for io a aY ipgtem �o truction Permit ,Application for a Permit to•Construct(� Repair O Upgrade O Abandon O ❑.Com Complete System _ p y ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Go�ru -r , AAA . azbz�} 1-l �� i+ Wtt.t_�Annw. ��o��, TzS Assessor's Map/Parcel Z'7 i P t TT sL o. o t 5 Oo c. Installer's ame,Address,and Tel.,No S(:y Designer's Name,Address and Tel.No. 1 Type of Building: Dwelling No.of Bedrooms S Lot Size T7 2.24�;' sq.ft. ' Garbage Grinder ( )' Other Type of Building No.of Persons Showers(k ) Cafeteria(1, ) Other Fixtures Design Flow(min.required) 55 0 gpd Design(fleew�rovided / ;- 5'SO gpd Plan Date '�' t t �p7 Num er of sheets /1 i )•r !, Revi ion Date' y Title �'' IVRI -,Cy Size of Septic Tank 1 rSoO C—AL. Type of S.A.S f Description of Soil r . Nature.of Repairs or Alteraiions(Answer when applicable) i .. 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 Co Pe and not to place the system in.operation until a Certificate of Compliance has been issued by this Boardof Healt Signed �� Gu` Date Application Approved by _ Date ' Application Disapproved by: Date ,Z for the following reasons Permit No. 9-06 Date Issued ———————— — —-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed Repaired Upgraded > g P Y ( � P ( ) ( ) Abandoned( )by S�)[r r/r�t rG 11/7 w at 210 �/irJt�'`I/ L� 1�, CD lUi M/>< has been constructed in accordance with the provisions of Title 5 andd the for Disposal System Construction Permit No. �" dated " �Cl v 7 Installer .j /vr�rlC Cc Designer #bedrooms Approved design flow gpd The issuance of this permit s all noi be construed as a guarantee that the system 'lt-fun designed. Date :3 / Inspector ----- —==----=— �—————————-- No. �y0�`_1 j - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 'Wi5p0al 6pgtem QVIDOIY5trUCtton permit Permission is hereby granted to Construct ( ✓) Repair ( ) Upgrade ( ) Abandon ( ) System located at 2 I 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: Construction must be completed w' hin hree years of the date of this permit. 21 Date Approved by j . 4. wa Town of Barnstable OF'THE, � Regulatory Services Thomas F. Geiler,Director BAMST^B MASS. Public Health Division y g , Thomas McKean,Director FD MA'S 200 Main Street, Hyannis,MA 02601 Office: 50.8J-862-4644 }, Fax: 508-790-6304 Date: 1/fz/900$z Sewage Permit# 2oo7-1-IZI-i Assessor's Map/Parcel Installer& Designer Certification Form Designer: est- CsVA00 P,TAX Installer: 1/lda 1c�cg/1,s¢er- Address: l ct r i�;� �11�Z UA L Address: Q, 7 Aemg Si On 6i1✓cc. 11tJ4c41'1f1s/e- was issued a permit to install a (date) (installer) septic system at 130 u;^t�C�rfl , �/�,° based on a design drawn by (address) dated 1�i�tcm 7 (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. Stripout (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 i of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. � �%OF U*4 MARK D. g DIBB (Installer's Signature) 0 CIVIL N No.45937 A� IsI-T '0' Q (Designer's Signature} (Affix tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc �J J/G.� /C No. 1;�< � � � ., Fee V(5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: P BLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye �. ZippYicatiou for �igpaal *p5tem Cougtructiou Perron Application for a Permit to Construct Wj Repair pe) Upgrade O Abandon( j Complete System ❑Individual Components Location Address or Lot No. V Owner's Name,Address;and T No. 11•• N • G grrE s r t„I I 6cArR� oY t , Assessor's Map/Parcel �� 1T 4 cmr" D �- 1IEN I nd N Ins er's Name,Address,and Tel.No. a44AI`G�T C0V4G 4L4%0 Desig{e,r's Name,Addr s and Tel.No. O Se 1fl�3, �L `7iArmovJL,,04 5.0 . L-r.—f Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Desijn flow provided 33(7 _ gpd Plan Date 3 o Number of sheets �C, Revision Date T Title Size of Septic Tank I6pn 6rwiiaw Type of S.A.S. IS(A 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 the Environmental Code and not to-place the system in operation until a Certificate of Compliance has been issued by this Board ea SigC Date S � ; b—) Application Approved by 1 Date U� Application Disapproved by: ...Date for the-following reasons Permit No. 6C: 0-7 Pl- Date Issued s �� No. ��� ��� ^- �,�..;� 7 � .:,,� t ! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 4 Yes A PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS b� ZIPPYication for �Digozal i§pgtern Construction Permit Application fora Permit to Construct4<) Repair(x) Upgrade( ) Abandon( ) © Complete System ❑Individual Components Location Address or Lot No. V I rle, �j� Owner's Name,Address,and Tel.No. 3,y ID Assessor's Map/Parcel !a y� 7 / L J CAAriL D n L �L��1 ram`6� 'v ry ��j 1Jri��.� 0t- d(n(te�' lJ `�ASNr�/Co7o✓ D 970) Installer's Name,Address,and Tel.No. -Des igner ��'s Name,Address and Tel.No. � -�7 -`C��i C} y ljJ 10°13. G�,„11 7•�.0 r-:>a`G- �`�s-35�� ���� t1 :�4 I,�n,�� , W �)flt n,,,.�1 i�11A 6 1 z, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building ��� .r 'rJ'f ,.,�. No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,. Design Flow(min.required) ,��_' 110 gpd Design flow provided J gpd} Plan Date /,?,�� a:�� Number of sheets Revision Date ' s Title ' Size of Septic Tank Type of S.A.S. -14 Description of Soil ` r Nature of Repairs or Alterations(Answer when applicable) v 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 Date A5 _ Application Approved by _ Date b �� Application Disapproved by: Date for the following reasons Permit No. ©� Date Issued ! :' - .__ . :- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (x ) Repaired (%C ) Upgraded ( ) Abandoned( )by at C, has been constructed inaccordance e�en - with the provisions of Title 5 and the for Disposal System Construction Permit No. 7—/C 1 dated Installer :�7111J 1 o.� Designer #bedrooms 7 Approved design flow 3, CW gpd ,�1 Q _ The issuance of ttthh' 'er�mi/t}shall not be construed as a guarantee that the system(wi,l.l-?\0 cctiyoln as�dees�igned. i. Date oLJ� + [./��( 1 Inspector t ---------- ------ Fee — ————--—————— -- --- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migoni' �bpgtem Con$truction Permit Permission is hereby granted to Constru Repair (ram ) Upgrade ( ) Abandon ( ) `iystn:n located.at Lo (516 Il) and as described in the above Application for Disposal System Construction Permit.The appilicant its/her urr, 1 - to comply with Title 5 and the following local provisions or special conditions. "-�- Provided: Construct-n!must be completed within three years of the datCo�f t Date 5/e(b f Approved by �� J Town of Barnstable Regulatory Services Thomas F. Geiler,Director auv�r,�aras, • Public Health Division 63 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �4 C4, 100 7 Sewage Permit# goo-)— 101 Assessor's Map\Parcel Designer: SC Goo,)P zij Installer: 4�N031 GWr CON sJax%(_s)1� Address: '�qq VV Awyo slr �`i-2 ®��� Address: 0• �,�, 10g3 1[j, 1kWWUT1f MA OU13 Se►�l. `lbr,�.�1L,Y`'�w Qa6bli On 1-r was issued a permit to install a (date) (installe septic stem at (.6 )' �,ne. �. 1��, based on a design drawn b P Y o �-Y g y (address) 956 G400P,TAyc_ dated �//ig 2o0 (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. 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. H OF Ad,Is�,� o� MARK D. %a D!®8CIVIL co m4 (Installer' gna ure) No.45937 IST����`�`4�@ �OWAL Z4"11 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Heal th/Septic/Designer Certification Form 3-26-04.doc ♦/ it f ..� k 14'-O' I'4' T•-0' 13'4 b'-0' � 1.1 V PROVIDE.5 REBAR• IO 33'-5 2-6" 3'-0' <'- 3'-O" N �i IY OG. TIE INTO TOP OF FOND.WALL AT ELEV.IB64'(IB'-T PORCH SLABa- 4'LONLRE iE SLAB W/-- "V HAUI K. EDGE ON IN CONE.FROSTWALL MO FOOTING) - __ ____ ___'__ ___'_ __'_ _____ ____ _ ___ ____ ____ ____ %B NV " $ BM LAST 2%4 KEY IN FORM Al - ' " FOR PORCH WALL II - 4 ___ __ _ __ __ __ _ __ ___ __ DROP TOP OF FOIRm WALL43/B' AJS-]O I� B'LMI WALL • _ _ __ __ __ ___ _ ___ ___ _ ____ ------ ---------- BUILT H IY z• UP FOR I rL S p E Ic MASONar cwwxE'r `UNE%LAVAIED� _ _ - `I [` IZ 3'-10• N . Q I'-4' I' 9 rtNY O I l0 v BEAM POCKET AS RE B•CONCRETE FOOTING FR05TWALL QUIRED I m I�".�-3 "OI ' W KEY NLRETE �I 12'-II I/4' SBL1/3 A I GO. I Ax4@I NBEA GONG. C o --- -- B' 13'-a' Y WIO X 14 STEEL BEAM - WIO x 19 STEEL N•I - m V "� : I r �v : : : : 54 x5a IJ : : I� -�--I-ry---- - ` BASEMENT ) -' ------" --_'-- --- - '------I--- B11 3/4'X II T%B'LVL(F _ — - F � m MAINTAIN 4'-0'MIN. I FROM GRAD ____ _______' i __i_ Q_ : E TO I� -- _ . ' BOTTOM OF FOOTING v 4 a __ _ _ __ ___ _____ : - WINDOW • 5 m , _______- AM POCKET .m CELLAR SASH CENTER WiTX � O V _ ___ _ _�____ AS�� � ABOVE .___ _____ ______ _____ IN I.1 ._._WIO%265TEEL SEAM tj l i 3X6 P.T.SILL W 1/2' - a V J M YULE CELLAR$ASH BEAM PLGKET ANCHOR A5 REGVIRED MIN.(2)FER SILL 12' I FROM CORNERS IPILAL;' y A MIN.(2)BOLTS PER SIC' : : i .r, __ ____ _ '. RD XX 12 STEEL BEAM J . : : BILGO _____ _________ _ __ ____ _ _ ___ _ - ___ _ I2•Ex ON PROVIDE 5 REBAR a , E 12'OL.LO TIE INTO GA5T 2x4 KEY IN FORM tOP OF FgRm.WALL Ai ELEV.IRO'(IR'-0') PORCH WALL ___________ _ _ FOR PO RAISE LEVEL OF 5RADE O PORI,H T I P PROVIDE 6.OF LRLSIED STONE W - 4'NALIKNED GONE.SLAB ABDVE W - LK PAVER$b FLOOR OF PORCH PITCH FLOOR VB-PER W—Y . ----------------------- PROVIOE•S 12.OL.TO TIE IWO PoRLN SLAB 4-CONCRETE SLAB W HAJKJfD EDGE ON _ -¢y B'GONG.FFOSTWALL _-_ a (NO FOOTING) l'-4' l'-b' 10'-0' Ib'-b' _ 14'-O- 12'-O' �- _ �.� BUILD LP TOP OF POLW AT[ON WALL % - ^ W 8 L14!(TO ALIGN - W BREEZEWAY FLK.V-) --- TOP OF FLVTm.WALL Ai ELEV-I4.O (Ia'-O') FLUNDATION 6ENERAL NOTES: W LAST 2X4 KEY IN FORM N�yO 4) _ FOR BREEZEWAY WALL -FELL HEM inT CONCRETE WALLS TO BE -FOOTINGS®LOLVIHI.S i0 BE 12'THICK Iy = fO - 10'THICK ON 24'X12'LONTI2 R CONCRETE ANY FOc INGS 42'X42'Alm LARGER /^r,, FOOTING W KEY;PROVIDE 2 ROWS pF g TO HAVE 5 REBAR®13'OL EACH WAY W REBAR a TOP/BOTTOM OF W L.WALL (FOOTING SIZES NOTED ON RAN) V 3X6 P.T.SILL W In' REBAR TO BE APPROX T-10',/-(REFER TO L ANCHOR BOLTS b b'-0-OL. FOUNL.P'-AN a$ELTIONS FOR ViALL NEWTS)MIN.(2 PER 51LL R Y1 _LOLN.gyr TO 8E 3 I 'DIA CONCRETE //1�1��) TYp,cAL FILLED STEEL PIPE ME%NOTED) Ay MIN.f21.801-TS PER SILL WK. i D%55 NOTEDIOLON TNXXISK . LONE.FASTING W KEY(HEIGHT OF WALL "GOWELTIONS 5 FIAy F TO B F55PURE, C WALLS TO FR05TWALLS TO 8E SECURED W G I - TD BE BASED ON GRADE CONDITIONS 4'-0' KEY(LAST FROM 2X4) MIN.FROM FIN GRADE TO BOTTOM OF FOOTING) _ > Al G - -A:l+IA ED MINIM BE--GAPALITY _ O"� i••L _ -LPE%C.AVATED•- -SILL5 10a P T 2x6$ILL W 1/2- OF SOILS 3000 F'SF O�/�4--R ANCHOR BOLT5 O b'-0'OC.MIN.AND m 12' y L JNO RO ( FROM GfXiNERS,THERE SHALL BE A MIN OF _ FOOTING TO BE PEALED SINS SIW IN WATER V Q - O _ 2 BOLT''PER SILL(GARAbE R POES OR FROZEN SOIL _ W FRO_•'W4LL5 i0 HAVE RCH .. •CONCRETE STRENGTH MIN FL=3,000 P51 . PROP Top 7. - -BASEMENT SLABS TO BE a-CONCRETE AT 2B DAYS " WALL TO BST.OF (3000 P,I,W WWM 6X6 WIA—A WIRE • SLAB(GONG.FRp5T MFSN ON 6 MIL.VAPOR BARRIER WALL BELOW) FEL ..COMPACTED i0-G95 D pRY DENSITY . job no. : o544 -GARAbE SLABS TO BE 4'CONCRETE - B"CONCRETE KRETALL /3500 fk)ON N WELLGRENS GRAVEL - ON 20'%12'CONCRETE COMP.TO 95%MAx.ORY DENSITY;SLAB - date 14 5E—2001 . FOOTING W KEY - TOOVERHEAO pOpRAP5PR0x.3'DOWN TO - - scale AS NOTED - -CELLAR SASHES TO BE -ERSEN.]BIT MAINTAIN 4'-O"MIN. i200 SERIES)RD.:2'_g 5/B'%I'-l/4' ` FROM GRADE TOT' O drawn BOttOM OF FOOTING - . rev. ea ---- - ---- ---- - ------ ----- - --- - � f rev. a --- ---- -+ -- ------ ---- ---- - --- + F OIU N D A T O _ I N PLAN 5 K A 5C ALE: I/4" . 1 _0. A- 1 . 3 .0- ISSUED FOR PERMITTING sht; I Of 12 y 6, PITCH FLUOR APPRO1151 X. a FRROMER HOUSE 12-AMA, F 3'-0' I'-9" T'-0' LO'T vMIC O C V V AND R15ERL SS AT LA DINGAV O D 5/4' a'-9^ u'-0/4^ 4..q. n _ � r cn i 3• 3A AL/ _ X M i 2 -10) 3-0 SCREEN s 4 12'-3 In• CUSTOM SCREEN PANELS tt W N m DINING ---- ------ ----- MASONRT FIREPIALE. n n MA=_OMtY FIO"EMN E IIrXX� _ hISFD BRICK)w ae• 20'ry 36.OPENNG BATH. V I%41FE DECKING '� OPENING AND DO'MIN. ]O'MIN. ARTX E%T. � BATH. ON P.T.FRPHE XEARTN E%TENSION METALS 5 ATro METALS 5TA'AT I ry MASONRY IMAT MASONRY CHIMNEY . HIN1 EDGE OF SLOPED/ [[��5TppM�1 TILE ^ A (a' IN1 FLAT CEILING Q SDFER X IO Q _' 6xb P.T.POST 4 _ M5TR.BEDRM. ^. WRAP oN. LIVING o --- im '-- - -------- ry m /� rn w SGRN.PORCH U ----------- ----------- �n S' q O R LL6hVALL w c (v 3-0 SCREEN DOOR t 4' _ N 4R•T N D. , w I.G. 11GT AT WIO.(B'-0-0TM m• I ACCHASE 10' .I' W .I b m Q GHNG. .LP TNERMA-TRII ISO --+ -- ------------------- ----- y SN+DOT2 SrAR s1130 i ,L./.�J ,� 3• q RO.7(FL1fH 6LA11Nb1 ___C6Enwa�NG € 1 iA 9_ LOPED, _FLAT CEIL Q- ___________ S ___________ % fPE DECKNN P 04 TREAD) 6-1O5 / I0u�.�0 u _v HOmRTCWn LLs 4-0In -0 s'-6' .^ 4'-0' S'E' D x _1 O N 'x c I ' T _ EDGE OF SLOPED/ 4'-6 V4' % / • 4' 1/4' -- FLAT LW. m GO TSKITCHEN PTRY. 2- a KITCHEN DESIN Ca B orHERs 3/4 34X14 GD- a (Vd y 4 PO GH - . : o m -----' ------ o SEAT 1 __ _____ PDR. \/ RM. ,0 Loreq CLGbYALL ` - --- KNGNT AT LNAmRY, PDR RM�(g'� xi--Z.,o. _ '' 12 4 LZ E s ]- / % / A� ____ LK FL OR/IREAN LNDRY. o . - NS PORCHOSE AT FRONT W/IBA�IF O. e`PNEF I•A�Ox. - _ - Q BALL - 9 u x x ry J(I�J p x ___________ 3'i• 3'-9• PE4'�K �. �' ,}j' - 5'-0' S'-0' 3'9' a'E' .,4'fi' 3'-9' .l'-0' l'-0' b'-0' 6•-0• x / lO'-0' Ib'-6' 14'-0' 13'-0' nib Ju_�-� aw. ?fry bao• as o - -ase FLOORRREAp5 �Dc AD R15ER5 AT BREEZEWAY 141 COVERED BREEZE rLH FLOOR APPROx. _ m TE -aa m I/B'PER I,5 AWAY FROM NOFiE `mX 4'1 - - ry GENERAL PLAN NOTES /1 t • m I____ ] •s_____ ry - XT.WALL5 TO BE 1X650 V YJ �0 x ALL E _ V . . _. . ��\� • o.c IULE55 Noreo arHERwlsEl �. _ � _. €^ -ALL INi.WALL5 TO BE Dx45 0 16• TCL U O.L.(UNLESS NOTED OTIERWI5E1 L . L r-b LARRI < €N - - -WALL$WITH ROCKET DOOR5 TO /N/��� {n . - STYLE ON.DOOR - BE]X65(TYPICAL) VJ (A - c BY CLOPAY LT / TERIOR FRENCH DGVRS BY(REFER i0 ELEVATIONS _//9� LE PATTERNS) (/)`5/B'F.L. . —> NDE ENTR LYY'fI5 BY 'N Ai CEILING(1YP1 I 'T`fNERMA-iRU' 0 M Ln _________ ELEVATIONS FOR WINDOWHS AEOVE SUeFLOORvLE PATTERNS n 99ss��99 ff ry -0CCMC.APRON - . - job no. : o, 1 9-0 X t L RI _� • dale 14 SEPT 200I ' b BY GL BY OPAY - scale AS NOTED dram K, x I F I`R 5 T FLOOR PLAN H0 E 0_261 50.FT, rev. _ SCREEN PORCH=336 50 FT 3�. ry 3.. 'SCALE: /4".= I'-O - 6ARA6E 616 50.FT. rev. QA-2 Al Zb-0 ISSUED FOR PERMITTING sbc: 2 Of '12 s VV qgE/ E E CANT - 49'4' Ab L�RG(I'-0'1 3ND A8 - N � aaDD A FLAT ROOF(LEAD- - - - - C �--COATED COPPER) L N - N _ Z __' 1•-r 3'-s jn' r-1I n B' r-1 i 3•••o T' 1•-a• � �+ O A m 5 1/2 m p m xyyxyx� x ppax � ------ --------- — ---- — --- — -------- — ------ --- -- A AW 3929 q x 1 r a7,:, a]n ad a1n n Y - - E - BEDRM.2 $ - - � MIN.2'AIRSPALE t� BEDRM.3 m �TO�W G11W'EY(ORE - AA���O0�H1 S5TAIR ppgEWpyEE 1NG W l0 1WOOD SNOSIALE W/ a E OF RID E— 1G15TOM�ABOVEl4 _-0 (RO.351/3'%54') N fe`' I Q HVAG IUSE Q G5T0 M(ABpOV�� pF RI06E . 4 I-5 3/4 X 3-5 3/4Ell 4 /) BATH.3 .I w•. _ - w �N K'O s In' lo• x 2'-4 V2' p A P AN 2929 Ab 3-0x6-8 11 4%3-5 /4 tC X4 ' UPPER HALL ' - ----- ------------ 1�1 u m 1�N 7 n � ' Q -- ---------------- - LINEN _ SEAT -N _ gr BATH. - LINEN/ P .. . F 0*0 - ---- -- ------ ---a=- ------ -------_ + I Al xal Ix I. 4'1'ry u 4'-O' - - 4 48 4 _u➢�u.�e�m��c 20'-5 5/6' . ^ — mo c`oc^caLco 3 cV ohm m�gi 0 _____________ ______+_____, GENERAL FLAN NOTES - AE TT 0..L N E%NOTED OT -I5 IB ^' RR 9 1 2 1'!✓D III V O CU - m -ALL INT WALLS TO SE 3X45 O Ib'. 00.NN.E55 NOTED Oil£RWISE)� �N (n . -WALLS WNN POCKET DOOR5 TO .i 56'TALL KNEE i - BE 2X65(TYPIOAL) - V O WALL -6 S/a' 31 In' 14'-5 sm. 3' In' 2'i 5/6'' -KNPO BY'FELLA'AR:NNEOT - N a '2X4 WALLS FOREGRILLE PATIER ATIONS - - LL REFER TO ELEVATIO1 FOR WINDOW R O.HEIGHTS ABOVE SJBFLOpR "� C C . `EDGE OF SLOPE/ AND GRILLE PATTERN5 _ >Y V A"I FLAT CEILING :4 - Q) 9 .AW 35 9 v O Ln 4 q m BUNK ROOM V . q%2- - x 3- 2 a - 9 4 I I � ' job no. 0544 date 14 5EF'T tool - scale A5 NOTED - - - dram KMW rev. - S E G O N D FLOOR PLAN HOUSE_L22,so FT. v 50A LE, 1/4 a I'_o 1. rev. - E%1NK—ROOM-405 60.FT.------------- - - a S, A- 3 ISSUED FOR PERMITTING snt: 5 of 12 BRICK E CHIMNEY - - - .. E 3 A8 A8 d _ 0 10 ♦ q m - = - �° - _ IO - - °D N m - - o E to COPPER GVMR MALE- ID C - )AND�W�=Ga 3IR./-� CONT.SAVE •� - ONLY •SECOND FLOOR 1X4 IPE DECKING ON � COR W a pi ® ® P.T.FRAME(I4'TREADS)N DIM. BAVED CORNRtS M BRICK FLOOR/1RFAD5 • 1.VERTICAL IPE 6J AT BREEZEWAY FLR ppEELLKK O PANELS W BRICK RISERS ^ �� AIRSPPGEW S IN .— JII,;,J,I 13AX8 SKIRT O FIRSOORR i4 [O - ' -------------------- 1L----------- ----------------- 02a*a ED __________________________________________________________________--_______---__---______. - ♦ 'L F R O N T E L E V A T 1 O N I I 5 C A L E: I/4' = 1'-O' O GENERAL ELEVATION NOTES ER1LK CHIMNEY ROOFING: P.T.RED CEDAR WMDLE5 W MJ)RL.SHINGLE RIDGE VENT LAP A'I _--w s u g'¢m c o e- SIDING: WL. t$RS(5, W Y-M CORNERS lS'EXP./-) WINDOW CASING: 1X5 JAMBAffAD LASING:Zx PVC SILL BY'AZFL'OR SIMILAR - DOOR LASING: 13 IA16MEAD CASING MAIN EAVE: 13AX8 FASCIA W ALUMINJM - DRIP EDGE:Ix SOFFIT W CONT. - - - _ PEW BLACK VENT 3/4'WIDE m-: n-m mo n-m BY'COR-A-VENT'..8O03 CROIW - - - MOULDING ON IN FRIEZE ON IX BLOCKING _ - 0 A IC p MAIN RATES/ \ M.50 RAKE(BNLT-0Vr) RETURNS: WvNWD-RAKE MOULDING . ON IN SUB-RAKE ON IX BLOCKING MAIN DORMER 13A3 FASCIA OF ALUMIN.M 13D SAVE: DRIP EDGE; SOFFIT W CONT. V PEW.BLACK VENT 3/4'WIDE BY'COR-A-VENi';•8003CROTQI - O V) C - MLVLDIN5 ON Ix FRIEZE ON IX - /, .v BLOCKING W TLL = - ] V R�AIKESDORMER I]13AXB RAKE ON Zx BLOCKING - D L :> (NO CROWN MCLLDINS M 9)DB RAKE) ;P b 1/]•/-� 10 V/I (d L •' ALL EXTERIOR TRIM i0 BE PVC - YY O SECOND FLOOR L.1� �S`^ LLI Y V SLLOND� R GARAGE • • ' _ _00 = - - CARRIAGE STYLE O.H. W.L.SHINGLES W J N V DOORS SY LLOPAYEfHl WEAVED LORIffRS r O_ O U]°-SO34M -0X 'IF BR ATICK FLOOWTREAO5 - BREEZEWAY FLR. - - W ORICK RISERS REM r APRONjob no. : os44 O.To.FOVN2 -- O IRSTFOOR ♦ date 14 SEPT 2, Scale A5 NOTED drawn ♦_ _ -_ __� 13AX85KIRT - KMW T VEL 5 SI ' -_ __ _ -- - -- -- -- ---- -- - - - - - IXL - - : OE KI rev. ^ OF DE K W N rev. IX4 IFE DECKING ON - a - - P.1.FRAME(14'TREAD5) .. rv , .�__ __ ___ __ __ _ ___ ____�- -- __ _ _-_ ___ _ _ -__ - R I G H T ELEVATION -- - --_ -- ---- -- - SCALE: 1/4- 1 -o- " - ISSUED FOR PERMITFING1 sbt: 4 of 12 - ill f F 6 A8 Ab - g ie a b L 'A f7 9 � o C y' o E RETURN ® ® SS O tD tJ LL11 LJi: AT FLAT ROOF O(gFPERLJJH 13 QI - AT FLAT RAF c-13 In•/- � •� IX LA51NG AT BAY O SECOND FLOOR .. [Z� _� . . cOPFEx�urrER MALF- Q� Td ® ®L1 ® (R0.ND')ATDSCREEN PORCH - 1 �' i _ ~ V W4.SHINGLES W/ � O V YEAVED CORNERS l'%'1•FIN.DIM. � CUSTOM SCREEN _ V �� Y - - 1X3/IXB SKIRT PANELSFIRSf F F"LAL V J V A r : rr n r r•: r• if IX41PE DELKWG ON --_-_-- r r ' TIVE ID SKIRT ♦__-__ __ 4 _ r ' F GABLE PUD P.T.FRAME Na'TREAD5) 0,5 �� - ____ Ix41FE DECKINIG ON \/ IX4 VERTICAL IPE - - - BATZLREAR SF ORVTREADS P.T.FRAME(14-TREADS) CKI DENGAT5IDE5 r - ' W BRICK RISERS , OF RSTEPS MPCK W V4'MIN.ACE - - - In'VINYL BOAR W/IX LASING i r D(ON 5TVD5) ' ----------------------------________________________ _____________•_-___--L ___________-____ -_-----------------__----------_--__-_---------------------------------!- r r_ GENERAL ELEVATION NOTES RODFINGr P.T.RED CEDAR 5NINSLE5 REAR ELEVATION W(PS)Rc.5NINGLE RICISE VENT LAP SIDING: WL.SHINGLES W/WEAVED S C A L E r I/4' . 1-0- - CMeRS(5'EXP../-1 G WINDOW GA5INIG: LX5 JAAIDAEAD LASING;]%PVL Al - - - SILL BY'AZEC'OR SIMILAR - Q E - DOOR LASING: IXS JANIMEAD CASING . . A7 MAIN SAVE: IX3/1XB FASCIA W/ALUMINIM DRIP EDGE;IX SOFFIT M CON,. PERF.BLACK VEM 3/4'WIDE -r - BY•LOR-A-VEM'. 8003 CROIW ° MOU-pING ON IX FRIEZE ON IX o cm- m ati m BLOCKING 12 MAIN RAKES/ IX3/INB RACE fB11Li-pli) m w6 7- RETURNS: Y%°8003 LROYN MOULDING ` < B ON Ix SUB-RAKE ON IX BI,0G INI5 - A7 MAIN DORMER IXMA FA5cIA PU ALLMINM PERF.BLACK - - m LAC IX SOFFIT W/LONT. m-. w�mf-E.ry . K VEM 3/a• - ° LROYYN ON IX FRIEZE MDL4DIN6 ON IX FRIEZEZE O3 ON I% - BLOCKING EWRMER I%3AX8 RAKE ON]%BLOCKING ®ATTIC NO LROYOJ MON.DING OR SUB-RAKEI ^, - •' ALL EXTERIOR TRIM TO BE MC 11 •• _ W W 0 (L,) > Q� �+N Lu RETUR BIZ LONT. N �L7 In.�- • FUR.0 'Q - C O o SECOND FLOORS - G _ - CANTILEVERED SECOND - FLOOR GABLE W - - .}..� CUSTOM DECORATIVE e�j fL O O 7 7C - BRACKETS SECOND FLOOR GARAGE p _ �O W - _ J NV COPPER GUTTER(HALF- WC.SHINGLES FV - - _ ROUNDI AND DO OUT MAVEO CORNERS - DtW/ NPAT SCREEN FORCH - O_ BRICK FLOOR/iREApS AL BREEZEWAY FUR, : ✓1/BRICK RISERS Q IN.DIM. job no. 0544 - - BRICK FLOORrtREADS— FLR date 145EPT O00'I - AT REAR STEPS O FIRST FLOOR W/BRICK RISERS _QP OF E52UND� scale A5 NOTED dram CUSTOM SCREEN i&_ 11 rev.r _ _ PANELS - BV. - i I%5/IXIO SKIRT rev. _____ __ ___ __ ___ -_ __ _ _ _ _ - _ __ __ ___ __ __ FBV. r ` A 5 b F T L' L E E E V A T I O N . _______________________________ _ ------------------.________-____-' SCALE I/4' I'_p•• . ISSUED FOR PERMITTING sbt: 5 of 12 i / o � OV � 6ENERPI ELEVATION NOTES c = �. ROOFING: P.T.RED CEDAR SHINGLES rV(P.i)RL.5HINGLE RIDGE VENT GAP SIDING: AL.5HINSLES Al WEAVED' y - _ CORNERS(5'E%P.♦/-) - N WNPON LASING: 1 X5,,AmaHAo LASING;2X PVC SILL BY'AZEL'OR SIMILAR DLtlR LASING: 1X5 JAIS/IEAD CA51N6 - ap V MAIN RAVE: FASCIA W/MIP ALLMINM - - DRIP EDGE; SOT CONT. - - PEW.BLACKK FFI 'VENT-60 WIDE + BY I-PIN& tN 11 . EZEO3 CROWN - - - - DO Kll%ON I%FRIEZE ON I% . BLOCKING 0 =I 4 MAIN RAKES / IXS/IXB RAKE(BNLil ) RETURNS: W/,�CROW!MOULDING r ' •� ON IX%S-RAKE ON IX BLOCKING v M MAIN DORMER - PRIP EI FE;IX W/ALLMI CO w r RAVE: DRIP EDGE,IX SOFFIT W/IPE r PERF.BLACK VENT-/4'WIDE BY'f.OR-A-VENT': SDOS CROWN16-4 MOLLDIN6 ON IX FRIEZE ON IX - BLOCKING ' ` �) MAIN pORMER ON I%(NO C RAKE BLOCKING 7 - A (NO CROWN MOU.DIN6 OR SUB-RAKE)Al Al ALL EXTERIOR TRIM TO SE FVL V a � L i 12 - II - _ - _ ` cd 12 12 to ® DD ALB q.�9 — _ _ — _ — — �\ p SELOIm FLQ2R 6ARAbE V SECOIm FLOOR G —FM ® ® ® ❑ WL.SHINGLES Y// YEAVED CORNERS Ll Q BRICK FLOOWiREAOS - AT BREEZEWAY FLR. moa'_ E— W/BRICK RISER WL.SHlWLES rU 'm Q'bL WEAVED CORNERS 0110'Qux� — — — — — — — — — — — — �roPDf FOILNR_ — — — — — — — — — — — - -_�3W o'Fm_ ogo ------------------------------ ------------------------------- . —, ----------------------------------------- ---------------------- ---------—-------------------------------------------------= _ U N PARTIAL FRONT ELEVATION GARAGE ELEVATION CX (A o 5LALE: 1/4' = 1-0' T +� SCALE: I/4 Q) v) W 92: O C) O0 W J Nv - job no. 054a date Ia SFP 20 1 •, - Scale AS NOTED - drawn . rev. - - rev. A-6 4 ISSUED FOR PERMITTING I 56t; b of 12 j l I ' o E a e b f 4A (P TJ R L-SHINGLE RIDGE VENT 'FALSE'ROOF(10:1 U ~ BUILT OVER DORMER ROOF LAP OVER(I)1 BOARDDGE %IB' - - RIpN SITRIKTAiAL) CP RL.SHINGLE RIDGE LAP OVER U)13/a"X IB' Off/ P.T.RED CEDAR ROOF �E BOARD (NON-STRIIGNRAU SHINSLE5 W IGE AND WATER BARRIER 5/0' - LYL RC.SHINGLE RIDGE VENT M O A 1x105 0Y I66,O.L. 5X.REP 5LEES V ICE ROOF 13'4' 13'-0' _ CAP ORIDGE(1)1 314%II WE' WATER BAR0.IEERI 5/8' (NON-STRIKM2AL) RD cD%RYWOOD -' 3XI55/2x105 a 16'OL. P.T.REDNGIF W ICE ROOF - _ SHIS W/ICE AID7 ` e.. 2XB RAFTERS 12 - LOX R ,4 Fb. I BARRIER;5/B' H N - 0 Ib' 2XI05 a 6'OL. E IN5UL. 5 3'_b- T.-b. L TOP OF pBL. RM.fbARAC�L O 2x16 LL4,JOISTS Q. //yl 12 t0 0 Ib'OL.W 2%b Q O/ 6YP.BOARD ® ® - OIfi`OL. O -,\�10 $N IX3 STRAPPING -1/2'G BOARD u R-30 F.6.INSULATION .ON STRAPPING R- F S.INSULATION '"•BUNK ROOM d 12 4 BUNK ROOM m 2��B• ;q `^ - a 6.GIs rn 2-b s/B• IoD %b LL J /4G PLYWOOp � � - �'0 3/4'Te6 RYWOOD92'AJSW FLOOR ISTS9 IST AJ5.20 FLOOR O '"'"R-30 FG.INSAATION OISTS a I6'OL. O 16'OL.WW 3/4'CONE LVL RIM R-30 Fb.INSULATION3/4'tali.LVL RIMTOP OF COL. TOP OF DSL.TOP OF FRATE oo GAReGE Pure a wLc II;SrR�APPI�GPLATE O GARAbE ® FL.6YP.eoFRD (I/13/4x 9I/2'LVL BOARD _________ CEILINGLECGER(WNTJ R-30 Fb.INSULATION(3)1 3/4'X 51/2'LVLO CEILING ® ® FIREBLWKiNG WI4x305TEp.r - (M.-) b WTax3o STEEL BFJVHUL5 -- - RtWIpE L8 s/B• ® : MSTR.BATH. `/ ... Q PR0,1M FLOCKING 5/B• GARAGE BALLOON-FRAMED FL YP. A5 NEEDED (3)1 3/4'X l l/4'LVL m WL.SHINGLES W.I.G./ b -4 W.L.SHINGLES FL.GYP.BOARD AS NEEDED 2x6 FRAMED WALL W(3)2%6 POrT DN, O 112'LDX PLYWWp m VT LDX FLY 6A GE - 2865 e I6•oL� GHNG. y 2X65 a Ib•OL. - Q -- R-M Fb.INSLL. 3W T16V PLYWOOD m CONCRETE SLAB TO BE 4' _________ SLAB i0 BE 4' W C.SNINbLES 11 1/8•AJ5-20 FLOOR m m WNLREre f35OO P511 ON -- _ ' r CONCRETE(3500 4)ON W%PLYVCUOD JOISTS a 16'OL. b'Yff1l-GRADED GRAVEL _______ COMP.TO 95&MA%.DRY e`er FLR. _ -- __.-- b'/'ELL-GRADED GRAVEL yJB FLR 0 Ib'OL. �R. VRl/13/4'S��M LVL RIM L DENSItt:SLAB TO BE`SLOPED t y—FIRST FLOOR _ _ _ _ _ _____ LSE' ; LA MAX pSL 0 FIR5T FLOOR �fl - _ _ v APPROX.3•WIW TO r __ DENSItt;SLAB TO $LOPED 0 FIRST FLOOR .. APPROX.3'Dom TOP OF FQAI� 1-- L EL.IR'-0' TOP F(�WD: __ TOP OF _____ EL_14'-0' RAIN AV ON�IAI.L _ O� 8'CONCRETE WALL BUILDUP TOP OF B'CONCRETE WALL - P.T.2xb SILL W/ 11 - Q CONCRETE FOOTING _ (TYPICAL) CO ICR x 12' WALL W B•CM) W I ANLNOR - Q WNLREre FWTIMG (TO ALIGN WBREEZE- W R o W KEY WAY FLOOR•/-) O 10'CONCRETE WALL 'al BASEMENT ON 34'X CONCRETE FOOTING SLABS TO BE 4'BASEMENT . 0,*E] W KEY CONCRETE(W0 F5U ON b MIL VAPOR BARRIER OVER b•MELL-GRADED GRAVEL S E C T I O N S E C T I O N COI-PALTED To 4Y5 MAz. p 5 C A L E: I/4' . 1 O" A V TOP OF FOOTING DRY pEHSItt 5C ALE: 1/4' I'-O' 5 E G T 1 O N G (P.TJ RL.SHINGLE RIDGE VENT 20,45151 l'-1 3/4' LAP OVER()1 3/4 X 11 1/8• - - LVL RIDGE WARD E— P.T.RED CEDAR RGbF 5HIN;aLE5 W ILE ANDm-- WAreR BARRIER 5/6' 12 COOP 00Y IF ODL. (P.T)RC.SHINGLE RIDGE LAP OVER(1)1 314'X II 1/8' N2 — £m - a LVL RIDGE BOARD — WL.SHINGLES \ MON-STRUCTURALI _ `n3 0 _ -- —c-2 - A4 Lpx PLYWOOD =- 2 S 0 IW OL. - P.T.RED CEDAR ROOF SHINGLE5 W ICE AND _ a—owo e.e ' R-M F b.IN511L. I WATER BARRIER'S/8' Y 2XB Clb.JOISTS F' u o+u=m o - 16.OL. m _m'mot 2%DI05 O IY 6 OL. 12 R-30 F.G.INSUL. `rao.7 nr E (2)1.3/4'X 4 V4'LVL ` STRLCVRAL RAFTERS F� IOD - 5 2.KB RIDGE W - LOAD BEARING WPLL 12 'A 15%II Va'LVL 12IKi9 NG VALLEYS _ - 2 16.RAFTERS (2)1 3/4'X 11 1/S'LVL e 16'OL. _ 1 o�R�n (FLUSH/BELOW WALL) - pp2x1 ��F��TERs 2%B LL6..1015TS - I (IN FCREGROxw) I NEN/ ATH. - OX8 RAFTERS - O Ib•OL. RWauNPoRANb o'Do�aF-n - - � TRG. 16•oL. CO - (RCl01p)AT SLRN.PGRLN 4'TIG PI. D V O ONLT 12 1/8'A FL (A . ISTS O Ib L. ` S LL B. FLR F2 3 ./-� - -3OFG.IN ATION ^W - e SECOND FLOOR _ 3/4-W LVL RIM v N SLOP OF NOEL. .: TOP OF OB.. ` N to O ' ALIGN WFASCIA /N�/ _ AT BREEZEWAY%GAR IKb P/L EWE I CM I%b PVC EWE I LTR. _ - 2X0 LL6.J015 BEADBOARD(WILD BE�BOARD - 1/26GYOP BWOA WWN AS REQUIRED) G (n . ON 1X3 STRAPPI _ (33/4'X 1/4'LVL - FIG.SHINGLES R-30 FG.1 TION BRICK FLOORRREApS H--I(31 2X8 BM.W {EgpEft I/2'LDX PLYWOOD W BRICK RISERS - ppr 2%65 O Ib'O L. iBEiboN't6DTOST _ SCREEN PORCH- p - - R4R FG.INSJI. O +�•, b PDR.RM BACK- PANTRY PLn P.2x6 SILL W - PORCH J O .- - -. - Al V2'ANL11�R OISTCM SGREEN HALL N u BOLTS o b'4'O.C. PANELS W 5/4 M 3/4'Tab R (TYMCALJ RABBETED FRAMES - 11 1. 20 PITCH FLOOR APPROX. %4 In DECKING J015T5 0 I6.0 . i/8•PER 12'AWAY - S..B FLR. ON Pi.2XIO FRAMING - R-14 Fb.INSUIJ.ION FROM HOUSE 0 FIRST FLOOR 0 12"OL, SUB FLR W 3/4'CO.'T.L L RIM e FIRST FLOOR 6'CONCRETE - TOP OF -- �NEONBA6�LRUSNEp OP OF FOJNONOA ION W✓�L_ _ EL_I9'-0' FOUNDATION W LL job no. 0544 - WLTS o b'4'OC. WIO%26 STEEL BEAM date m P.T.2%10(WNTJ (ttPICAU;BEYOND W 2x NAILER BOLTED 1W CONCRETE WALL 14 5EPT 2CV1 Q c LEDGER TO TOP OF FLANGE ON 24'%12' "e WNLRETE FOOTING - SCBIB AS NOTEO O B•WNCRETE FOUND. b BASEMENT (21 3/4'%II l/8'LVL W KEY WALL ON 20'x 12- (FLVSNIBELOW WALL) - WNCRETE FOOTING - BASEMENT SABS TO BE 4' dramKMW W KEY CONCRETE(3000 PS1)ON 4 ALL- ACfBV. VAPOR BARRIER OVER - GRAVEL - - ` DRY pt1151ttT0 95%MAX. - iOP OF FOOTING TpPOF - - fBV: d FOOTING- 0 SECTION D 5EGTI0N A -7 SCALE. 1/4" a 1-0' SCALE: 1/4" _ 1 _p. _ E d ISSUED FOR PERMITTING ShI: -r of 12 o E V a Tv 12'-b' 12'-6' L UPI T 5/4' TF 5/4'PT) - V OVER (1)1 3 DGE E RI VENT CAP ' LAP OVER %II l/a' - _ - - 11 LVL RIME BOARD OARDRD MON-5TRLOIURAU 11 L.S x CAP RHINGLE RIDGE VENT 9 MDN-TRULNRAL)RIDGE BOARD O C y - - P.T.RED CEDAR ROOF - SHINGLES N ICE AND 2XI WATER BARRIEER;5/8' PLYWOOD ri ii i it rr i it it ii r %105 a Ib'OL. (2)1 3/4'%9 I/4•LVL (2) 3/+'X 9 1/1'LVL P.T.RED LDAR ROOF STRULT.RAFTERS N - " r' r it ii STRLCi.RAFTERS W/ WAIER BARRIEER:5/8' '* (2)1 3/4'%9 I/4'BM.. T (2)1 5/4'X 9 1/4'BM. GDx RYWCGO (BEYOND) 2XI05 a 16-OL. o AT ATTIC '^ E 114'T16 PLYWOOD 3/4'TIG PLYWWD WBXIB STEEL BEAM(FLUSH) O 2X10 LLG.JOISTS 1%10 LLG..OISTS OR(4)13/4'X 11 IW LVL t Ib'OL. Ib'DL. (TLUSIO:2X NAILER BOLTED Yi R-30 Fb.INSJL R-EO F.G.INSI.L. TO TOP FLANGE OF STEEL _ TOP OF DBL. 1E6.WARc,A51ffEDED. PROVIDE5 PLATE aBEDRM. - - 0)2x4 POST(BEYOND) V2'GYP BO D ON GYP BOARD - 12 ON 1X3 5 - - ON IX)STRAPPING 5 f3)13/4'%11 1/4'LVL �e C - 1%10 RAF - WSH AT ubJ 12 1W/2L'LDX PLYWOOD w •16'OL. 1 LOAD BEARING WALL 2X65 a 16-OL. i LEAD-COATED COPPER � R-M Fb.INSA. .N RAF ON s/B'cvX UPPEHALR B DRM.5;, W UPPER HALL BEDRM.3 PLYWOOD - 2%85016'OL. 2%b TERS/ .-915TS BEDRM.3 3xb LLb.JOISTS V3/4'TIb RY 6 Ib OL.(TAPER TOP OF •16'OL. 11 T/8•A 20 F RAFTERS 1/4'FER 12•) - m 3/4'TI6 PLYWOOD (3)1 3/4'%9 1/4'LVL 11 J01515 a Ib' II 1/6'A.b-20 FLfR 6 1/2•/ R-30 F.6.1 AT - _ JOISTS a Ib'OL. - �e N 3/4'LONT. VL M % SUB PLR. R-30 F.b.IN5N.AT10N a SECOND FL POOR re _ O SECOND FLOOR W LD 00.AS W/3/4'LONE.LA.RIM NEDD TO ALIGN _ TOP OF DBL. TOP OF FASCIA AT REAR L - PLATE a LO HALL _..... PLATE O OEN OF HOUSE RATE O LIVIN6� ALI6N,W FASCIA..__-- V2'GYP BOARD I/1'Gm BOARD AT BREEZEWAi' ON IK3 STRAPPING CANTILEVERED AA-105 ON Ix3 STRAPPING ALIGN R FASCIA fBLOCKINb FER NPR.5PD5) I'-0 O V AT REAR OF HOUSE 11���111 ((33)13/4•X 11 1/B•LVL WIOX26 STEEL BEAM fF (FLUSH/BELOW WALU T 2X NAILER E OF S _ F KET�S fARATNE i0 TOP FLANGE 51 5 621GK FLOOR/IREA� r ' BEAM;PROVIDE BLOLKI (3)13/4'%9 I/4'LVL N BRICK RISERS LOAD BEARING WALL GYP.BOARD AS V J WL.SHINGLES p c LOWER 13/a'X T V4'LVL HOR (a)2x4 POST(BEYOND I%b wL ELGE I CTR. I"C LDX PLYWOOD — HALL DEN 3 V2'%s I/4'VL.LP. BEADBOARD(BUILD RTCN FLOOR APPRO% V, 2. a Ib•O.G. (SHAVD ON.TO X) °°""'A5 REanRD/ PORCH R-19 Fb.INSUL. I/B'PER IY AWAY V 3/4'T16 PLYWOOD FROM HOUSE II 1/B'AJ5-20 FLOOR P.T.2X6 SILL - 'T16 PLYWOOD 'alb FLK R-Iq S•16'OL. N U2'ANCHORcgNCRETE _ R-19 Fb.INSNATION (TYPICAL) 'OL, m II StsOb OL. SLAB ON b'CR"'B" e FIRST FLOOR N X19 STEEL LVL RIM a AL01 MALL (ttPILAII' R 19 N S INSIA.AT IM STOIE 8.45E SUB FLR _ O FIRST FLOOR EL-19'-0' iFOTION W4 �II�A 1ST ONE OF F(�ATI_�WI.L EL.19•-0, • WI0X19 STEEL BEAM N 2X - WIOx19 STEEL BEAM N 2x BEAM POLKEi A5 NAILER OFBOLTEDSTEEL TO TOP NAILER BPTD TO TOP P.i.IX6 SILL N REOIIRED WITH STL. FLANGE OF STEEi f3)1 3/4'X 9 V4'LVL FLANGE OF STEEL - N In'ANCHOR BEARING RATE OR W6 X B5 STEEL BM. BOLT5 a 6'-0.OL. p BASEMENT 5.-4• WIO%26 STEEL BEAM N 2X BASEMENT 1 a Ts ax+x1/a - p i 4 (iYPILAU NAILER BOLTED TO TOP BEAM POCKET AS O ON 4BX4AI2 LONL. - FLANGE OF STEEL REQUIRED — FOOTING - — 1O'CONLPBTE WALL Ol 1 3/4'X 11 l/8'LVL ON 24•X 12' BP.SEMEM SLAJ35 TO BE+' (FLUSH AT STAIRWAY) BASEMENT SLABS TO BE a' CONCRETE FOOTIN& CONCRETE(3COO P51)ON COlCRETE(3000 P51)ON N KEY 6 MIL,VAPOR BARRIER P/ER b MIL.VAPOR BARRIER OVER b'WELLfaRADEO GRAVEL T5 4x4X1/4 COLLZ 1O'fgNLRETE WALL 6'HELL-6RADE0 GRAVEL ON 45 X4 X12 CONC. - ON 28'X 12' DRY�TttTO 95a MA%. FOOTING CONCRETE FOOTING COI-�PLTED TO 95b TOP OF FOOTING - TOP OF FOOPN6 N KEY DRY DENSITT _ - -. TOP OF FOOTING 5 E G T 1 O N S E G T 1 O N 5CALEr I/4' = I'-O SCALE: 1/4' = 1'-0' o '3d -_ t?m - - FS m r-aLoW "mraa ..�m_o cc fd V) 0 O C b _ C)Ln Q -. - - job no. 05— - - date 14 5EP'T 2OOT y • scale AS NOTED drawn - rev. . t rev. h A-8 ISSUED FOR PERMITTING 5nt a of 12 F g g c - Ab Ab r v A ycycyc�,,���{ •V t (2) LW 1/1 LvL u V - -b I L5H V _O l G (aUJ i P.T.2x10 JOISTS Y - e❑ Al P.T.2XIO JOISTS B 12 OL. _ V P.T. 0 JOISTS ®12'O OL. a (2 II V8 O -Jul2 Jul C P.T.2x10 WIO x 1912"OL TEFL j O 19 5 W X 19 STEEL BEPPf m I W cu ®I j (1)1 9/4'X 11,/b'LV (FLV5YV 1-4 P.T.2x10 JOISTS I£ Ip Id O — O j to WIO 11 TEEL M - - E Al I mI <oo�"L �_ `=�`ga oYm- STRUCTURAL DESIGN CRITERIA NOTES - FIRST FLOOR JOISTS - FIRST FLOOR 40 P5F LL 's rho_=gym-` TO BE BO1SE CASCADE 15 P5F OL -~=m~ II US" AJ5-20'5 @ 16"O.G. - SECOND FLOOR 30 P5F W/3/4" RIM JOIST,UNLESS 10 P5F NOTED - ATTIG/STO. 20 PSF - V.L. INDICATES VERSALLAM 10 P5F aJ-0 cu P05T INTEGRAL W/STUD - ROOF 30 P5F V O WALL FRAMING 15 P5F = (A - EXT. WALLS 15 PLF DL E - ENGINEERED FLOOR JOISTS N t0 ro TO BE INSTALLED PER - INT. WALLS 50 PLF OL N �•`V) � MANUFAGTURER'5 GUIDELINES I= 0 fo s AND SPECIFICATIONS - DECKS/PORCHES O P5F > O Ai x - POINT LOAD(FROM ABOVE; 00= w-. PROVIDE BLOCKING JLn p � AS NEEDED) N V I L . job no. : - date la sEP'r goo, scale As I+oTEv drawn K— F"I RST FLOOR FRAM I NG PLAN rev. SOALE: 1/4 1-0' 'I rev. f g A A-9 ni ' ISSUED FOR PERMITTING I sbe q of 12 .. M,,X15T - Ab Ab u g In'%91/4•VL. - (SHAVED DN.TO 3') Xb tERS/(� O A 2 b' (APER6 J015T55 GAHnLEVERED II T/b• OL.T T DF •V AJ5-20 FLOOR MISTS - RAFTERS I14'PER (3)13(4%II V4'LVL 15) 3/4' 2 b t3 2XB fi11 31T � T�0) G - O i' mI I Al .n - 2XB OL6.JOISTS _ � a - o _ 0 16•oc. - n 134'X II - --- L ___ e. 2X16 OL6..MI5T5 I V y Ib'N. ^m c� 4 2X6 r �rWa S(26 TEE-lr —r 1 (412x4 V rT, •{A T T POST ml- 11 2xB LL6.JOI TS JI J OIb•OL. POST(Z 2"LL6.J015T T yl r•+ AJS-205 BELOW WALL " MTxb (3)2(3 'k ,ILA/ VJ V BOTTOM OF 2x0 LLG. � @ 1x8 Ub.Yx5T5 �' fd JOISTS AT AO VE FL t0� AT 9'-3' BDJE=y10 a OL. — 9i 9i FLOOR aI �p '4 p 3� 2Xb LEDGER - - -�■ o ' m V 14'.X 4 1/4 Ll I Al '1 2xb OL6..MISTS - 0OL 2xb OL6.MISTS - - e LT NOTES -'� STRUCTURAL DESIGN CRITERIA o'sm- m=� oXB LLb..YJI5T5 -- �. �—= Qu • 16 oL. ALL POSTS� ENDS OF BEAMS TO BE I I s' ^somm� (2) 2X6'S OR(2) 2X4'5 UNLESS NOTED - FIRST FLOOR 40 PSF LL - - 15 PSF DL ar_ m a m - ALL WINDOW & EXTERIOR DOOR - 5EGOND FLOOR 30 PSF ' HEADERS TO BE (3) 2X6'S W/ 1/2" 10 PSF XB 6 J95T5 PLYWOOD UNLESS NOTED - - ATTIC/5TO. 20 PSF - SECOND FLOOR J015T5 TO BE 10 P5F r II Va" AJ5-20'S @ 16" - ROOF 30 PSF -0 V) \ 91Iti OLD.205 (I))1 33/m.X 9 V2'LVL O.G.UNLE55 NOTED- S PSF V M" (1)13/4•X"In'LV m - EXT. WALLS l5 PLF OIL x u fFLUxH AT 5iA1RYUP �r - - ALL WALL5 WITH POGKET DOOR5 - - N n)J3/4-X, L TO BE FRAMED AS 2X6 WALL u a vz•LVL r : -a BE LOMH FABE�RALrSE0 _ - INT. WALLS 50 PLF DL N r0 L (REFER TO 5E0.A 1 B) - (A cu 2X F05T DOWN - DECKS/PORCHES (50 PSF 10 PSF C o 9 I/2'A,5-2O5 9 In•Ab s r x - POINT LOAD (FROM ABOVE) -205 INTERIOR LOAD BEARING WALL J N a00 r� (11 3/4'X 4 In'LVL LEWER P05T 9 In'AJ5-205L; 9 I/2'A.6-205 16 oc. job no. : p5gq yL Ix date 14 5EP'T 2, - scale A5 NOTED -' - Im L drawn KMW r I rev. - - Y.r SECOND FLOOR FRAMI NG PLAN rev. a v �- 10 (SHAVED ON.TO 3') y ISSUED FOR PERMITTING 5nt: io of 12 6 S u o ----- Ta D D 311 3/4'%II I/4' V F VSX c GT D n s LF G v LT Al c S Y • A _______ _________ _________ _"_____.__ _________ ___ _____ __ JL cu - _ - _ (9" 1.2W l0 J A6 �• o Jo �)axb __________________________ _____ , U Of411 /4'x L L xla S EL -,rL0J5- 2,1 - r• r+ r+ r FF , L _ ] LLG.J01515 01'OL. v 121, LLG.JOIS15 - - , ' s I•oL. _ E Al STRUCTURAL DESIGN CRITERIA - FIRST FLOOR 40 P5F LL _-- e-sue 15 P5F OIL = s__ _<ya - SECOND FLOOR 30 P5FJ. 10 P5F - ATTIC/5TO. 20 P5F 10 P5F r a=owoo�e - ROOF 30 P5F �- 15 P5F - EXT. WALL5 l5 PSF DL - ' - INT. WALLS .r 50 P5F OL N e 6 16 M 5 5 - DEGK5/PORCHE5 60 P5F V M y O 10 PSF 0to C t rn 2x6 LLG JOISTS ' Wco 016'OL - ILL. al NOTES - - O O-5 - i ! J N L) v zxb aG.Jo15Ts - INTERIOR LOAD BEARING WALL k2 U x - POINT LOAD(FROM ABOVE) f job no. : 0544 ---- -----• •----- ' ®xb US JOISTS ' ---Ib'OL. date 14 SEP 20 7 . - scale AS NOTED - - - r drawn KMW rev. -- - exb cLG.JO15Ts C E I L I N G'' F R A M I N G PLAN - rev. 6 M Z e .. . SCALE: I/4' m A- 1 1 _ Al � Y ISSUED FOR PERMITTING �n: D of 12 G F V A (3)2 (3)268 (3)216 _-- �- --- - i(3 d/<' II 4P LVL 2 Q - G v w 2%10 RAFTER i2XI0iRAFTtRS ' Z iQ m N' , , g -- --- -- --- - .. 1 0� Ie. n 210 gW gg gg n 2x -- --- --- --- --- --- --- --- --- -- -- -- --- --- --- > oEi y�y 'yy y c E OXIO O FTERS I © d 0 O d 0 O = zi 2x RAFTERS 0 Ib,OL. N 3/a'x II l B'L RID' N-5 T7 N 1 /4' 'Il T/'LVL STk I 1 1 3/a' II l/ L 'RI —1 S 'T - 4'x 1- re'LVL IDR -17W1 "Yii c I� o dos o V w cu I� - �• I I, o o �6 �o n�o t •wo .. i%b ° )13a x ry 31 ixb a p pa OO a Ko O m ° Co o m � ga I� � •a� 2xa RARTEnS� '2xlo' rdRs^ c� ' _ e 'OL , •Ib'O.O. n• POST " I ' ' 1 fir - T ' o- - N x , _a ry , x - f31 (3) (3 2xB __ ___ TT ___ ___ ___ a _ ___ ___ _ U rt+ axlo RAFTERS 2 2%10 RAFTERS 'fly V Ib•OL. • 2X,o RAFTERS 2x10 RAFTERS O o O - m a Ib OL. : ' a �� E RAFTERS 1 Al t-oI oI RS 1 EOILD WILL TO Xw�RSIOE of NOTES - �• "/'°1 - ALL POSTS @ ENDS OF BEAMS TO BE 2woRAFERs -._-----------.....------------------ 2 2X45/(2) 2X6 UNLESS NOTED 2xlo RAFTERS ( ) 0 Ib•OL. � •16'O I r Ll ALL WINDOW HEADERS TO BE (3) 2X&'5 - - W/ 1/2" PLYWOOD,UNLESS NOTED ALL RIDGES OVER 20'-0" LONG OxlO RAFTERS = Ow0 RAFTERS b oL. TO BE (1) 1 3/4" X II l/8" m�usas_ -ems PROVIDE 2XIO LEDGER BOARD V @ OVERLAY FRAMING FOR RAFTER " ' 2%10 RAFTERS two Z y BEARING/SUPPOR i 0 ib'OL. -- w - ALL RAFTERS TO BE 2XI0 -�-' lmi -- S.P.F. NO. 2 OR BETTER AT I6" O.G. TYPICAL 5PAGIN6 e -----------:------------------------- - INTERIOR LOAD BEARING WALL (u-0 2x10 RAFTERS 2x10 I FTERS - V O EE DRRIER"ROOF ' - CoI N C1— 1 IO RAFTER5 XIO FTERS � °'°'OL o16" STRUCTURAL DESIGN CRITERIA � vi B u- Al - - FIRST FLOOR 40 PSF LL = �•,L 8RM � o15 PSFDL O... 5ECONI) FLOOR 30 P5F N u 10 PSF " 2x8 DORMER RAFTERS K___ 2%8 DORMER RAFTERS oL '; •T. , -;; •IB . � •Ib'oL. TTIG/5T0.A 20 PSF ;.._.. 10 PSF ====== - ROOF 30 PSF lob no. : os44 15 PSF 2 to RAFTERS ewo TERs - EXT. WALLS l5 PLF DL date la sEPr 2ooi o Ib oc. o ib . scale As NorEo -... - --- - INT. WALLS 50 PLF DL drawn eIORAFTERS ewo FTERS - lal,� - DECK5/PORGHE5 60 PSF rev. m c.c. b 10 PSF rev. ---------- - --------------- -------- ,I A- 1 2 Q A ROOF FRAM I' NG PLAN 'ROOF PLAN 8 ni SCALE: I/4" - ISSUED FOR PERMITTING sbt: l2 of 12 ;i r1 SEPTIC TANK DETAIL H-20: 1 ,500 GALLON DISTRIBUTION BOX DETAIL H-20: NOT TO SCALE LEACHING DETAIL H-20: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P-11641 NO. DATE DESCRIPTION NOT TO SCALE N0. OF OUTLETS 9 „ 34.0' 1. 9/13/07 RELOCATE DWE. FINISHED GRADE 4 PVC TEST PIT - TEST PIT -. - 5. INLET AND OUTLET TEES -I BE CAST IRON, o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TEST PIT �1_ TEST PIT _�2_ NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PUCE CONCRETE. PIPE o 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GRD. EL. 17.6 GRD. EL. 17.3 GRD. EL. 17.5 GRD. EL. 18.1 REINFORCED CONCRETE TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 3„ WALLS c T EST. HIGH GW. N/A EST. HIGH GW. 6.3 EST. HIGH GW. N/A EST. HIGH GW. N/A 2. SEPTIC TANK TO WITHSTAND H-20 LOADING COVER NOTES: - - - - I I 0 °o v:•o..+•v:•�..t;j..4•... ' �.:' 1. DIST. BOX TO WITHSTAND H-20 LOADING o o° 56" 12'-10" A/E A E A E A E �° Tit�L o / / M ll o 2. PROVIDE INLET TEE OR BAFFLE WHERE ° ° 1 LOAMY S ND LOAMY SAND LOAMY SAND LOAMY SAND 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES T SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR o0 500 GALLON LEACHING LLS o0 1 10YR 3 2 10YR 3 2 „ 10YR 3 2 10YR 3 2 CONSTRUCTION SHALL BE WATERTIGHT. W METAL CONCRETE BROUGHT IN PUMPED SYSTEM. o 00 0 0 00 0000 00 000 oa 0°o o°o 000 00 0000 0 00 00 00 0 GENERAL NOTES: / » 1. THIS PLAN IS FOR DESIGN AND CONSTRU- 10 8 10 12 4. FILL ALL UNUSED KNOCKOUTS MATH TO 6" OF FLASH GRADE r 20 B B � 8» 1 3. FIRST TWO FEET OF PIPE OUT OF DIST. 42.0' LOAMY SAND LOAMY SAND LOAMY S ND LOAMY SAND MORTAR. 6" 9,5" OUTLETS CTION OF THE SEWAGE DISPOSAL FACILITY 1OYR 5/4 1OYR 5/4 10YR 5/4 „ IOYR 5/4 T TO BEUNDER 12" N BOX TO BE LAID LEVEL. AND THE LOCATION OF THE NEW DWELLING PLAN VIEW - LEACHING CHAMBERS 2. ALL CONSTRUCTION METHODS AND „ „ 6" �� . . • • •�?.+ T 4. RECOMMENDED MANUFACTURER-ROTONDO MATERIALS SHALL CONFORM TO MASS. EL = 14.9 32 EL = 14.5 34 EL = 15.0 30 EL = 15.4 32 � � s" BOTTOM Dal LEVEL L 4" � APPROVED EQUAL. LOAM & SEED DISTURBED AREAS D.E.P TITLE 5 AND LOCAL BOARD RAISE M.H W�L.� „ 5. ALL PIPE CONNECTIONS AND CONCRETE OF HEALTH REGULATIONS. 11'-0" SEWER BRICK ..- •e. -_ •_:,, STABLE BASE 1 MIN. RU TO 10'-0" do MORTAR •• 12» •o CROSS-SECTION 1 1/2" CRUSHED CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM,12"MINIMUM 3. ALL PIPES LOCATED UNDER PAVEMENT N WATER STONE BASE 6. FIT BREAKOUT BARRIER SNUG AROUND OR TRAVELED WAY SHALL BE SCHEDULE 58" �6" » D-BOX AND USE EPDXY RESIN FOR WRIER o°o° o°o 3" LAYER 40 OR EQUAL. �� 3 TIGHT SEA 0 � 0 0 PEASTONE 4. THERE ARE NO KNOWN PRIVATE WELLS 10" 14» ••: T O 0 0 0 O LOCATED WITHIN 150 FT. OF THE PRECAST SEPTIC TANK INLET TEE 5'-0" 30„ 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 34" 24» O$ O PROPOSED LEACHING FACILITY NOR Cz 5'-0" e » 06'-O PRECAST DIST. EFFEC. co O ANY KNOWN WELLS PROPOSED WITHIN 10 CgoO 150' OF ANY KNOWN LEACHING FACILITY. 4-1 MIN. W BM owJ 30 BOX / 18 DEPTHC C - 4-9z qu� O 5. WITHIN LIMIT OF EXCAVATION REMOVE » ( U d DIAMETER O O O 0 MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND - 6-2 LIQUID DEPTH CLEANOUT ,^\\ ALL TOPSOIL, SUBSOIL AND OTHER 1OYR 7/3 10YR 7/3 10YR 7/3 1OYR 7/3 : e I 3 4" - 1 1 " IMPERVIOUS MATERIAL 2 -e NO G.WATER „ NO G.WATER „ NO G.WATER NO G.WATER „ -' - °:;P:.: .r�.:: :; : :$ :' S6" WASHED STONE 6. REPLACE ALL EXCAVATED MATERIAL WITH EL = 6.6 .32 EL = 6.3 _ 132 EL = 6.5 132 EL = 7.6 126 '� BOTTOM ON LEVEL STABLE BASE 12'-10" CLEAN GRANULAR SAND, FREE FROM ORGANIC » MATERIAL AND DELETERIOUS SUBSTANCES. DATE: DATE: PLAN VIEW 6" MIN. 3/4" TO '1'A � I*8� CROSS-SECTION OF CHAMBER MIXTURES AND LAYERS OF DIFFERENT CLASSES DATE: DATE: t 1/2„ STONE CROSS-SECTION VIEW PLAN OF SOIL SHALL NOT BE USED. THE FILL SHALL 3/5/07 3/5/07 3/5/07 3/5/07 NOT CONTAIN ANY MATERIAL LARGER THAN TEST BY: TEST BY: I `` TWO INCHES. A SIEVE ANALYSIS, USING A #4 TEST BY: TEST BY: _�� '��-� �� ,��-a� ��„��.-� THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC _ / i �, "'�- 4` _f `��. REEVE, SHALL BE PERFORMED ON A �r _ REPRESENTATIVE SAMPLE OF FILL UP TO 45 WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: - a, / ��. � �� _... ,.,..� .. .. `•\ ,� ��.. DESIGN CRITERIA: X ,Ry � � � �, \ ` BY WEIGHT OF THE FILL SAMPLE MAY DON DESMARAIS DON DESMARAIS DON DESMARAIS DON DESMARAIS `� RETAINED ON THE4 SIEVE. SIEVE ANALYSES R RATE: RATE: `` `� 'k 1` `-"� \ \ �� �� �` ~ \ DESIGN FLOW: ALSO SHALL BE PERFORMED ON THE FRACTI \ �. � �ALYSES MUST DEMONSTRATE THAT TI�I'E SUCH PERC. RATE: PERC. RATE: PERC. PERC. \ / FILL SAMPLE PASSING THE #4 o , _MIN./INCH 2-MIN./INCH -MIN./INCH �.-MIN./IRCH � �`` N65 `` n °T -w-, \ '"` `�. `�� ' ,, 5 BEDROOMS AT 110 G.P.B.�D 550 G.P.D. r _ MATERIAL MEETS EACH OF THE FOLLOWING SOIL EVALUATOR SOIL EVALUATOR _ 9g. 4 �� �.., �� -� ""�} SPECIFICATIONS: SOIL EVALUATOR SOIL EVALUATOR _..�.. � "�- � �" R � '� �- � ` - ' M. DIBB M. DIBB M. DIBB M. DIBB ' `: ��"-" "" -- --" ` 1 EFFECTIVE PARTICLE SIZE) ' ,, C \ � .... ... _ 00 X MUST PASS #4 SIEVE �. /"` �. •p0• `,.Z,� ....: � •_.. � _� (4.75 mm EF E) SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: E \� s}4^ ` Y. ry �. - 10%-100 % MUST PASS #50 SIEVE . _ REQUIRED SEPTIC TANK: �`� � . � ems,,-, �'' � �", -,_, �"-• '+ - .. 550 X 200% 1.100 0.30 mm EFFECTIVE PARTICLE SIZE) t_ O t .. a ` v � _ r ---._ - X-20 X MUST PASS �E100 SIEVE L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. I � �, - :+ _ y . - �500 G SIZE) LL� �. �` ''.�, `' �~•,. CQ�I CR EST � t �-.� � ,. �.�,, (015 mm EFFECTIVE PARTICLE E) SEPTIC TANK PROVIDED: 1 AL 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0,74 G.P.D./So.FT. 1 �4 `, s a / -BOUND / _ - , �a � ..M � o -" -' X 5% MUST PASS 200 SIEVE ` �� (0.075 mm EFFECTIVE PARTICLE SIZE) 4.,x FOUND ' ._ -_ Mom.= X: - k [�Z�F LEACHING FACILITY REQUIRED: 7. EXISTING UTILITIES WHERE SHOWN INDICATES ' _ / v_ ESTIMATED INDICATES \ / � 5• � � --• �W..�...,�. -�� _ -. ,�•'"' IN THE DRAWINGS ARE APPROXIMATE_ SEASONAL HIGH PERC. HIGH GROUNDWATER COMPUTATION 1`k / ,/ / 04� '� w� DESIGN PERC. RATE: <2 MIN./ INCH GROUND WATER TEST BASED ON TP#2 THE CONTRACTOR SHALL BE RESPON "`s, / 3•., • Mr LONG TERM APPL. RATE 0.74 G.P.D/S.F. COORDINATINSIBLE FOR G THELPROPOSED CONY LOCATING - INDICATES � ,� �. � DEPTH TO BOTTOM OF HOLE 132" "`" __ / = �4 _ kl43 0p, �`` STRUCTION ACTIVITY WITH DIG-SAFE OBSERVED INDICATES t 550 GPD + 0. GPD/SF = 744 S.F. AND THE UNSUITABLE s .r �, A ," C=4 0p 74 COMPANY AND MAINTAINING N NG THE GROUND WATER ® 1 $ I 1 MATERIAL EXISTING UTILITY SYSTEM IN SERVICE. IZE OF LEACHING FACILITY PROVIDED R k DIG SAFE SHALL BE NOTIFIED PER Z f , ` N� �. =i � r S THE STATE OF MASSACHUSETTS PROFILE. NOT TO SCALE ' __ � ""•`•" I ¢°'` '`�",, '_�" STATUTE CHAPTER 82, SECTION 409 C AT TEL. 1-888-344-7233. THE USE (4) 500 GALLON CDN El.=A _ FIRST PIPE LENGTH r E TOP FOUNDATION `� � :r '°°�--U 1 ��....� '` �` LEACHING CHAMBERS 12.83'X2'X42,0' CONCRETE COVERS TO WITHIN TO BE SET LEVEL s -`-m _ I L THEIR EACCURACY OR THAER DOES NOT T ALL EL.=18.1 6" OF FINISHED GRADE. FOR MIN. 2' �" ~�., I _t� y UTILITIES AND SUBSURFACE STRUCTURES FINISH GRADE - p' f I x SIDEWALL = 2(12'.83+42.0') X Z' _ '219.3 ARE SHOWN. LOCATIONS AND 4" PVC SCH 40 -�7 ' .,. - BOTTOM = 12.83' X 42.0' = 538.8 ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CH V � LEACHING CHAMBER, �` � �, � CONTnAGTOG� SHALL VERIFY SIZE, 4" PVCya I L(>-'ATION .AND INVERTS OF UTIUTIES 0 0 0 0 0 0 0 0 0 0 � �g ,.�. -m - . _ 758 S.F X 0,74 GPD/SF - 561QPD AND STRUCTURES AS REQUIRED PRIOR 12'02% 50'01.5X 10'02X o000000000 � LOT U � O O O O O O O O O O °t ' ° `_ DWELLING = 1 I=D I=G ? k 2.00E ACR 561GPD PROVIDED > 550GPD REQUIRED. TO THE START of CONSTRUCTION. :e 1=C I=E H °" cn 3 I 8. THIS SYSTEM IS NOT DESIGNED FOR 5 OUTLET I-F `4, 87 225E S.F. -' I "' N F `� THE USE OF A GARBAGE GRINDER. DIST. BOX 6.0 SEPARATION / A GARBAGE SEPTIC TANK S.F. 19.39 o� RECOMMENDED DUE�TO RECOGNIZED EST. HIGH GROUNDWATER Y.� ;� I N '"' E N TI N E ADVERSE IMPACTS TO THE LEACHING EL.=A _ '` FACILITY. TOP FOUNDATION rx I LOCUS INFORMATION EL=18.1 , i'�•,. RESTRICTED AREA .:_ / f' 9. INVERTS ARE TO BE CHECKED BY THE / CONTRACTOR DURING CONSTRUCTION. DATUM: % ` � CURRENT OWNER: VINEYARD ROAD HERITAGE TRUST 10. THE ENGINEER IS TO BE NOTIFIED OF GARAGE m CHANGES THAT MAY E RESTRICTED AREA - WILLIAM W. LLOYD, p a" Pv VERTICAL DATUM: N.G.V.D. k _ _._. j�" `` �.: �,.,- LL YD ANY FIELDSCH Y B 26.O2X BENCH MARK SET TOP OF CONCRETE BOUND -� �- / I TITLE REFERENCE: CERT. 176791 2 ELEVATION 17.68 NGVD - _ __ FDA M �A M PLAN REFERENCE: 11542-8 LOT 67 � ....... BSC GPDUP ASSESSORS MAP: 15 -° 30 / I 'r'4En+L� U0 PARCEL: PORTION OF PARCEL 6 (RT. 28) Unit D INVERT ELEVATIONS: r PROPOSED Lo � 349 Main Street, DWELLING GARAGE '. -15► yy "D" BOX/ m ZONING DISTRICT. FRF RONT 30' U G Yarmouth Massachusetts SETBACKS PROPOSED / PROPOS � 4: e? � SIDE 15; 508 778 8919 TOP OF FOUNDATION 19.00 A I 12.83 x42.0 N Er 12.83'x42.0' 3 C •3�a REAR 15 4" INVERT AT BUILDING 16.00 B1 16.26 82 RESERVE ` PRIMARY -•-� / AEA j � MINIMUM LOT SIZE: 87,120tS.F. (R.P.O.D.) PROJECT TITLE: 4" INVERT AT SEPTIC TANK (IN) 15.74 Cf S.A.S. I EXISTING LOT SIZE: 87,225±S.F. DESIGN FOR 4 INVERT AT SEPTIC TANK (OUT) 15.49 D � v 3 .0' ZONE II DISTRICT: NOT IN A ZONE II 4" INVERT AT DIST. BOX (IN) 14.74 E N i r" IP"ii o' 4 INVERT AT DIST. BOX (OUT) 14.57 F IZ `�' i FEMA FLOOD SEWAGE DISPOSAL I ; , '�. J ,� ZONE DISTRICT: ZONE "B, & C." 1 y TP ��i PANEL 250001-0022 D SYSTEM ``°k K i 7/2/1992 INVERTS AT LEACHING FACILITY: I W - " -� LOT 68 ' BENCHMARK OVERLAY DISTRICT: AP 4" INVERT AT BEGINNING I i` ' ' o � / /��� � 316 CONCRETE BOUND #230 OF LEACHING CHAMBER 14.3 G BREAKOUT 14.8 I .. ELEV 17.68 NGVD ELEVATION AT BOTTOM PROPo5ER L....., _ -.." �. �#} ARAGE VINEYARD ROAD __�, ____ �, o SLAB N0 SCALE 12.3 H -� - -- 1500 GALL N ELEV 18.3 \ - 30 FEET LOCUS PLAN: OF LEACHING CHAMBER o SEPTIC T K- w SCALE: 1' - _ _ _ N" OF COTU I T, MASS BOTTOM OF HOLE 6.3 J ,�"t - ,�, ® TEST PIT # 2 \ MARK 0. 0 15 30 60 FT. PREPARED FOR: NO OBSERVED GROUNDWATER 2.6 J �- cw �;vg40 LLOYD DIXON, LP i �ONCRE �, No.45937 tN� ���.o. Mr. WILLIAM W. LLOYD BOUND FUND 1� " �. PROPOSED N 9��r►sY� �' ' Y 5 BEDROOM wFss� �` MERRILL LYNCH S7.7' ,� N � MARK D. tiG Q��V�, Mp.\N [T�wFE 9No $ c8 y� 1241 PITTSFORD-VICTOR ROAD IVIL PROPOSED No.4W37 PITTSFORD, NY 14534 FUTURE BUILDING I r V , oy m �� .� ,9�0, T A� PEPPER RN (800) 672-4043 VARIANCES REQUESTED. TO BE PATIO `ss� \ \ ON TOWN WATER I O` i g•2 , I f I I I I I ANAL @� LN NONE \ �... �� N �.............> 22 g DATE: SEPTEMBER 11, 2007 _ _ _ � .�,� _�..� v _,.,,_ -, � � a COMP. DESIGN K. HEALY ! CHECK: M. DIBB ',,. BI►NK �. I 3/p 7 Gr \ •0�"E 'top pF COA.Sv'A "`► �M I I t I,I I II // j DRAWN: P. HAGIST FLOOR PLANS: - - - - - - - - .�` "'S3' 100; B " • �. ; M �� ` • +'I'I j I Locus FILE FIELDNO. 8492oSEP DWG McCARTIN SEE ATTACHED ARCHITECTURAL PLANS \ \ - J �I►'III�►III�I DWG NO. 5432-08 \\?,., \ CONCRETE4MM / LOT 66 NAN U ET SOUND JOB NO. 4-8492.04 SHEET 1 of 1 �q,. SET /1PjiEL 2007 REVISIONS \ tl w ♦• \ \\ \\ 1 ' �� tjt-� N0. DATE DESCRIPTION 1 �\ . ,C r� 1. 4/18/07 TOWN WATER r t - ?. 41 \ I � i I t i /j �/ ~\o` _ -it--- — — . .! .,.. '•'r � 1 �'/ r -r �0/r��''/ ,+� `\� `\\` \ \ .Cum �F'- �, : ,/� r , � I h'/OF''�: �, \ / � / GENERAL NOTES: LIMITS OF 1 0 1 JI JI /! J / / ,f --F� Tom' / //�.''��.%�� -- _-js-\ 41`��\\\ C'\��``, ,\ ~` �" --a� /' 'f' �"/� 1. 'MI CONSTRUCTION IS FOR THE SE AND WAGE WETLANDS .���q DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND ` ` `/ � \, �• \ \ ` '9fr MATERIALS SHALL CONFORM TO MASS. ! \ \ { ] t I / i' // , / �� ` \\, iF \ .fir ,, '""'"; J.,• ``\` ` \\ �,\ "'.,. ,,.,$ ' '`'•\ `.\ \\. •'".f /' f \ �1 / '� // D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT 1 OR TRAVELED WAY SHALL BE SCHEDULE k i / , ' //} i / /•/�''' % / t,/ \ t r _ J �~ •. 65 O \` .. o o \ _ r�•.,,,,``' \ �� \'� \ `., �. ` .. 1 _ `` ,, e\ , ^ / 40 OR EQUAL 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED "THIN 150 FT. OF THE /• / ` / . r t + t \ �. \ '"`�_ f' ` ` I .✓�.. r \ / PROPOSED LEACHING FACILITY NOR .' / / / J / ,/ ,// j ► J \ \ \ \ \ \ \ `tea ../� Z "'y _ — ` . -� s""` _ �- -'._ _ —= ��`` �'' !�' J ' all t \ '"`-•• -- -" ~` -- ' ``r �`� �` �-' f ANY KNOWN WELLS PROPOSED WITHIN \ C�CRE ` �' `�--,1•`'-�, �' �.'` _"._-- ''r .- �, z� o / / J f t \ �'- `\ \ j ,.� � ••'"' �- ` \ j r- ''\ �✓ / 150' OF ANY KNOWN LEACHING FACILITY. / c ` J f / J r/' / �t 1 \ \ BOUND -1� 5. WITHIN OMIT OF EXCAVATION REMOVE ALL TOPSOIL., SUBSOIL AND OTHER FOUND , r / -' ` �"" ���/ t - 1 r/ f I _ _ j�\ ` "\1 IMPERVIOUS MATERIAL. 6. REPLACE ALL EXCAVATED MATERIAL WITH a°'"".,,,>,,, 1 �• )\ CLEAN GRANULAR SAND, FREE FROM ORGANIC 11 ) �/� '-7-_-- 1 7� \ 1 I� I l \ \ \-- ' ~` ' `--- i� i \ I ��4 ` �, 0 C TE MATERIAL AND DELETERIOUS SUBSTANCES. / 1 1 j / i� r \ ! r \ _ t v \NCONCRETE j i C� i2 �J NDr '' �ip i \ MIXTURES AND LAYERS OF DIFFERENT CLASSE E E��1 \ -- .-.. �, � f OF SOIL SHALL NOT BE USED. THE FILL SHALL I t EL LING'' ' ©' r , I / �S ` NOT CONTAIN ANY MATERIAL LARGER THAN / ,•//�,f i / / / I I t f r r� \ \ `\ '- .r �CrR -TES J, I \r ._ _ FOUND ,. (�(jp \ \ �° l TWO INCHES. A SIEVE ANALYSIS USING A „� " `,�-.•,. ..,,. I I --r .� �,�" ' I 1 j (/ t r i N \ \ tT / r' �- I I\ i'� FO�IN �/ r �,�' / /! J SIEVE, SHALL BE PERFORMED ON A BY WEIGHT OF THE FILL SAMPLE MAY BE r t t ' REPRESENTATIVE SAMPLE OF FILL UP TO 45X -r� / 1 ^ \\ �..,. t t\ \ , / RETAINED l + � '1 +! Cp / ` t t \ / � ON THE 04 SIEVE. SIEVE ANALYSES � ALSO SHALL BE PERFORMED ON THE FRACTION t ! I o \ rl OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH t r 4,L t~ J j ----- --- -- � \ \ t �°/ \� ANALYSES MUST DEMONSTRATE THAT THE FN " i/�t '- — - ` o \ / \ °' MATERIAL MEETS EACH OF THE FOLLOWING l 1 f t t+ ! I I I I Z / Nt \ 1 -•1 / // \� \ ,*.� ' \ SPECIFICATIONS: --•� 1 i I I I � r r r 100 x MUST PASS #4 SIEVE ♦ � l t i I I ' _ t \\\ \ / ' r/ N/F / (4.75 mm :6 MUST PASS PARTIS LE`�sIZE) It . ENTINE . t ► f f 1 / 6. ' (0.30 mm EFFECTIVE PARTICLE SIZE �. 1 J f I r1 l j f = 1 Q i / �'Z s ( �.. ` ` t \ `••" O X-20 x MUST PASS f100 SIEVE ) / / �• f / / r t 1 (�► I / " , ;, I , \ FT'ICTF AREA (0.15 mm EFFECTIVE PARTICLE SIZE R I FVCTED AREA t - - - - �"� OX-5% MUST PASS #200 SIEVE ) 0.075 mm EFFECTIVE PARTICLE SIZE �•♦ `,� / fJ j JJ f ;�l /f ,-I ` 1 1 / 1 " ; �, _ — r r f _ -- " "" — g Jt �,� 7. EXISTING UTILITIES WHERE SHOWN / ` -•� l / f / ;r ff I 1 t •�/' �, 1 1 r>w-1' --/ t l \ `, 1/f r / / r o o r M IN THE DRAWINGS ARE APPROXIMATE. LOT 68 - ( / THE CONTRACTOR SHALL BE RESPON- o 2,W* ACM SIBLE FOR PROPERLY LOCATING AND COT �67 �,' t 30 i / COORDINATING THE PROPOSED CON- / ` \t,_. ai.+•-l-• / / ,,A 1 1 r \\ f I 879 �•F• 1' STRUCTION ACTIVITY WITH DIG-SAFE ,s "^ \'` ,, . \ `- - •- -" ,_,_ .._..- i /,- . , � 1 ! / " � � •� `\ / J 24f11CRES -�'`�5' S.F. 19.39 � i AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE ,,,, 7.614S.F. —4 -- �--� ► \� y^J / /SSHAK 1 0 ( p ' EXISTING UTILITY SYSTEM IN SERVICE. I DIG-SAFE SHALL BE NOTIFIED PER 2.VIt A t I O �� r ( CONCRETE THE STATE OF MASSACHUSETTS '`,,` �, 87.4 S.F. \ I I 1 \ / BOUND FOUND STATUTE CHAPTER 82, SECTION 409 1 v �F \ \ �a AT TEL 1-888-344-7233. THE THEIR ACCURACY OR THAT ALL r t %.,-f, _ / 1 ► \ �, \\ I I \ / OF ENGINEER DOES NOT GUARANTEE UTILITIES AND SUBSURFACE STRUCTURES JL � Q1M©A ARE SHOWN. LOCATIONS AND (AI �— CONCRETE BOUND FOUND M TAKEN FROM RECORD PLAONS.DTHEUTIES J ( t f _ •' i r `� \\ \-' - .w CONTRACTOR SHALL VERIFY SIZE, J 1 1 t �•• ...,� / '`1 r i 1 / \ f I ---' �"P / LOCATION AND INVERTS OF UTILITIES AND STRUCTURES_ �/ r AS REQUIRED PRIOR it CONCRETE ON BETE .- - - - -- -- j _ %- ' se �O TO THE START OF CONSTRUCTION. ND FOUND Ds EXIST. f��/a- 8. THIS SYSTEM IS NOT DESIGNED FOR .,�'" CONCRETE D GARAGE � ' THE USE OF A GARBAGE GRINDER. � \ _..• -- -" I ( " , / � ` � CIr"' ,-''' _ .p \ BOUND A GARBAGE GRINDER IS NOT -"� E ��"'� \` FOUND J RECOMMENDED DUE TO RECOGNIZED BOUND F UN / \ r .. a f j ADVERSE IMPACTS TO THE LEACHING tA. FACILITY. OF,V 9. EXITING INVERTS ARE TO BE CHECKED BY ti THE CONTRACTOR PRIOR 70 CONSTRUCTION MARK D. ARK Gn 10. THE ENGINEER IS TO BE NOTIFIED OF CIVILm-', ANY FIELD CHANGES THAT MAY BE f/ `--------------- I W .I - f - --- -,s-- / No.45937 °' REQUIRED. AL ——————————————- **41b '�IBSC GROUP \ `- 349 Main Street,r \ j RT. 28 Unit D /, � � \ , \ �- \ \\ / ,..�► -- _,. .•_.- — / , W.Yarmouth Massachusetts 02673 \ i I \ � J / \ — / � / r , .. .. { •�/ 508 778 8919 \ I { J j�, \� `� �•' / // f.- i _ -- _ ��{ �,` PROJECT TITLE: — ,-— _12_ _ •� .- - DESIGN FOR CONCRETE BOUND SEWAGE DISPOSAL \ �t \\ r \ ` J �i i 1 1-�`"'` /I\`� �` . , .- ,, r�,■,..�:"' ,� -_ ,,.._ . ' �• CENTER FOUND SYSTEM .000 cm C�jt t� ! I J •/. / I �\\�\\ / r._._.. • DRILL HOLE ` ' \ .� FOUND LOT 66 LOT 61 I8c 61 ! / ,•�¢' / `,,, I �,, / �,- • '` I ,, �' D VINEYARD ROAD .� �� � ►, i 5.9 f CR ESrr 4,.. � _r •-�•'' .�' .�._.' .`-'' a i { -- J / ;' % I , / I x / -_,. COTU I T m \ \ t ? J I t ; I J I LOT 61 �• I l w r / /,, TOWN WATER ./• I f �^•. ;�-••� s•�' ••,,,";?s.......... /s .•' M ASSACH U SETTS 01 a. I \ 1 •r.:• / / t ���-•G f'v' z+" C AICv 1' - •'' / PREPARED FOR: ,;- �.•�" J , / / •. .- ' / / / H. GATES & WINGATE LLOYD C14I r I J / •�,�• \ J l ./� ,,, ,,''x �,. -�.: // SE3-742 4500 CATHEDRAL AVENUE NW •/ /�' �''.' r"�"' " -�f ;• 1981 LICENSE __3� r,, t •/• \ � I. loo / WASHINGTON, DC doo, loop w ,�,. \ /.,•/i � / ...'� ,,1 DATE: MARCH 30, 2007 ••••"""""" COMP. DESIGN: K. HEALY a. 1 I/' I f ��• •,,;;:.•• MA SOUND SCALE: 1 = 40 FEET CHECK: M. DIBB I /,. \ •\ o I o 0 1�� i ,/•'' I /' ` \ �,i,,� lam!'" / - ;, i,.�i� ■••' DRAWN: K. HEALY ��!` `'� I I I I • -y�• •-••►"'''''� `-' 'i'/i,,'i,;�.•'' 0 20 40 80 FT, FIELD: D. GAZZOLO / J. McCARTIN '! FILE NO. 8492—SEP.DWG • DWG N0. 5432-07 n \ ` // i i •'• ' J r f, �' w `' '' ''•'• JOB N0. 4-8492.0 SHEET 1 OF 2 aIle/r. SOIL TEST PIT -DATA: P#11642 SEPTIC TANK DETAIL: H-20 1 ,500 GALLON DISTRIBUTION BOX DETAIL: H--20 NOT TO SCALE LEACHING DETAIL: H-20 NOT TO SCALE REVISIONS NO. DATE DESCRIPTION TEST PIT _ j TEST PIT #2_ TEST PIT _ 93- TEST PIT ___#4_ NOT TO SCALE NO. OF OUTLETS 9 4" PVC F----- 17.0' 1. 4/18/07 TOWN WATER NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE PIPE O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GRD. EL. 14.7 GRD. EL. 14.8 GRD. EL. 14.8 GRD. EL. 14.6 SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REINFORCED CONCRETE. EST. HIGH GW. 2.6 EST. HIGH GW. N/A EST. HIGH GW. N/A EST. HIGH GW. N/A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE I 3" WALLS NOTES: o 0 COVERUNLESS UNDER PAVEMENT, DRIVES OR00 t TRAVELED WAYS, WHEREIN H-20 LOADING a;.a„�o;.9„�a;,a , ,�;;a ;, 5• 1. DIST. BOX TO WITHSTAND H-20 LOADING 0° - - o° 56" 12.'-10" T2. PROVIDE INLET TEE OR BAFFLE WHERE 0 0 A/E A SHALL APPLY. PW B 0 LOAMY SAND LOAMY SAND 0 500 GALLON LEACHING DRYWELLS oI t 3. ALL PIPE CONNECTIONS AND CONCRETE SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR °0 0 / 20 00o00000 0 0000 00 00 00 0000 0 0 00 0o GENERAL NOTES: 1OYR 3 2 10YR 3 7 2-24" DIA CONCRETE MANHOLES » IN PUMPED SYSTEM. o a ° o 0 0 0 0 0 0 0 o a o 0 B 1,529E 12 CONSTRUCTION SHALL BE WATERTIGHT. W METAL HANDLES BROUGHT T 1. THIS PLAN IS FOR DESIGN AND 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 3. FIRST TWO FEET OF PIPE OUT OF DIST. CONSTRUC110N OF THE SEWAGE LOAMY SAND LOAMY SAND MORTAR. • - !' 25.0 DISPOSAL FACILITY ONLY. 10YR 5/4 10YR 8/1 18 TEE TO BE UNDER 12" MIN. 6 9,5 OUTLETS . l BOX TO BE LAID LEVEL. 36" g M.H. OPENING R PLAN VIEW - LEACHING CHAMBERS EL = 11.8 6" 'a d 'r+d'I�'ed T 4. RECOMMENDED MANUFACTURER-ROTONDO 2. ALL CONSTRUCTION METHODS AND FILL FILL LOAMY SAND 'x " BOTTOM ON lE L L_ 4" OR APPROVED EQUAL MATELOAM D E PRIALS SHALL 5 AND LOCALM TO BOARD ASS. 1OYR 5/4 RAISE M.H WAG.. 6 VE I L & SEED DISTURBED AREAS TITLE -- STABLE BASE 6" MIN. 3/4" TO 5. ALL PIPE CONNECTIONS AND CONCRETE OF HEALTH REGULATIONS. 36 SEWER BRICK r . `�a-; ;: 1 1/2" CRUSHED CONSTRUCTION SHALL BE WATERTIGHT. „ 3. ALL PIPES LOCATED UNDER PAVEMENT EL = 11.6 10'-00 & MORTAR 12„ r CROSS-SECTION STONE BASE 3' MAX. COMPACTED FI L 36 MAXIMUM,12 MINIMUM OR TRAVELED WAY SHALL BE SCHEDULE 60" NORMAL WATER LEVEL 6. FIT BREAKOUT BARRIER SNUG AROUND 40 OR EQUAL " » d: D-BOX AND USE EPDXY RESIN FOR WATER 0000 0°0 3" LAYER EL = 6.2 102 EL = 8.8 72 „ PRECAST THE r 10" 3 14" TIGHT SEAL. O 0 0 PEASTONE 4. THERE ARE NO KNOWN PRIVATE WELLS 64 SEPTIC TANK w INLET TEE 5•-0» 30" 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 36" T„ O 0 0 O REMOVE PROPOSED LEACHING FACIOCATED WITHIN 150 FT. LITY NOR - 24 � UNSUITABLE » " " PRECAST DIST. EFFEC. ob O MATERIAL FOR ANY KNOWN WELLS PROPOSED WITHIN C C C C 59_0 4_g r 4'-1" MIN. w M"O :` 6-0 30" BOX / 18" pEp,,� O © O 0 O O 5' ALL AROUND 150 OF ANY KNOWN LEACHING FACILITY. MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND - - - " Z == LIQUID DEPTH d DIAMETER 11 0 0 0 0 5 IT WITHIN LIMIT OF EX AV AND OTHER 10YR 7/3 10YR 7/3 10YR 7/3 1 OYR 7/3 6-2 _2 =' CLEANOUT 1 NO G.WATER „ NO G.WATER „ NO G.WATER " NO G.WATER " - a `• 3/4" 1 1/2" IMPERVIOUS MATERIAL. t 56" WASHED STONE 6. REPLACE ALL EXCAVATED MATERIAL WITH EL = 2.2 - 150 EL = 4.8 120 EL = 4.8 120 EL = 4.6 120 •r. . . ..:. �•:'• .'_ '�-:_ . .. :.> a BOTTOM ON LEVEL STABLE BASE 'l " 12'-10" CLEAN GRANULAR SAND, FREE FROM ORGANIC DATE: PLAN VIEW ("8"'� 22'_10" MATERIAL AND DELETERIOUS SUBSTANCES. MARCH 5. 2007 s" MIN. 3/4" TO `�''��'� CROSS-SECTION VIEW ' CROSS-SECTION OF CHAMBER MIXTURES AND LAYERS OF DIFFERENT CLASSES INDICATES 1 1/2 STONE PLAN VIEW OF SOIL SHALL NOT BE USED. THE FILL SHALL TEST BY. y ESTIMATED - - _ - - - - NOT CONTAIN ANY MATERIAL LARGER THAN THE BSC GROUP, INC. SEASONAL HIGH �' , '� " PROPOSED `'r TWO INCHES. A SIEVE ANALYSIS, USING A #4 WITNESSED BY: GROUND WATER I \ \ I ,.-' SIEVE, SHALL BE PERFORMED ON A DON DESMARAIS INDICATESOBSERVED HIGH GROUNDWATER SED � Tpc#COMPUTATION I "/ \ 1\ FUTURETO REEDING ! .- DESIGN CRITERIA. BY WEIGHT OF THE FILL REPRESENTATIVE ESAMPLE MAY BE OF FILL UP TO 45X PERC. RATE: -�� ` I RETAINED ON THE #4 SIEVE. SIEVE ANALYSES GROUND WATER , ON TOWN WATER'` DESIGN FLOW:I ALSO SHALL BE PERFORMED ON THE FRACTION _2._.MIN. INCH DEPTH TO BOTTOM OF HOLE) 150" � � - - _ - - -- - - -- OF FILL SAMPLE PASSING THE/ � Z g•'1,3 � �4 SIEVE, sucH SOIL EVALUATOR INDICATES WITHIN 300 OF THE OCEAN HIGH TIDE ELEV 2.6 I I \ _ / _ 0 BEDROOMS AT 110 G.P.B./D 0 G.P.D. ANALYSES MUST DEMONSTRATE THAT THE MARK DIBB, P.E. PERT• I \ \ N�5.3�'0�» �,. ' �® MATERIAL MEETS SPECIFICATIONS: EACH OF THE FOLLOWING TES \ � 100 x MUST PASS �4 SIEVE SOIL CLASS: \\ \ -�' 1 BEACH RECREATION STRUCTURE ® A (4.75 mm EFFECTIVE PARTICLE SIZE) 1 INDICATES \ o \ \ / • MINIMUN DESIGN FLOW OF 330 GPD 1OX-100 X MUST PASS #50 SIEVE ® UNSUITABLE �,� \ v' \�` \ (0.30 mm EFFECTIVE PARTICLE SIZE) L.T.A.R. MATERIAL p \ \ • / � Ox 20 x MUST PASS #100 SIEVE 0.74 G.P.D./SQ.FT \ �. \ p0' CONCRETE BOUNt3'' . (0.15 mm EFFECTIVE PARTICLE SIZE) SET APRIL 20,,0'l • . --- ' � - REQUIRED SEPTIC TANK: - Ox-5 x MUST PASS #200 SIEVE DATUM: �� i \ \\ PROPOSED � �`'- ^� � � -...� -'' • 330 X 200% 660 GAL. 7.(E STING UTILITIES WHERE SHOWN 0.075 mm EFFECTIVE PARTICLE SIZE) \ FUTURE BUILDING �- - " • j,, uae+ SEPTIC TANK PROVIDED: = 1.500 GAL. IN THE DRAWINGS ARE APPROXIMATE. VERTICAL DATUM: A --r THE CONTRA - BENCH MARK USED: NGVD 1929 \\ \\ w TO BEN��•5550 \ �\ `''" / �,. r SIBLE FOR PROPERLY LOCATING SAND ON TOWN WATER S85 27 24 W \ \ / SIZE OF LEACHING FACILITY REQUIRED: COORDINATING THE PROPOSED CON- BENCH MARK SET: STAKE & NAIL SET 14.85 \ \ MIN. INCH ANDSTRUCTI APACTIVITY PLICABLE WITH UTILITY LONG\ `t1 _ 21.38 -• \\ \ / f �1��/L fi'�'�� DESIGN PERC. RATE: <2 / THE LONG TERM APPL. RATE 0.74G THE G.P.D/S.F. EXISTING UTILITY SYSTEM COMPANY AND rIN SERVICE. PROFILE: NOT TO SCALE \ \ > - \ / / THE STATE OF SHALL BE NOTIFIED PER EL-A \ \ o,�. o \\ \ .� ' --' 330 GPD + 0.74 GPD/SF = 446 S.F. STATUTE CHAPTER 82, SECTION 409 TOP FOUNDATION FIRST PIPE LENGTH \ \ �aj,0 �'� oo \ - ---••- ✓ / AT TEL 1 888 344 7233. THE EL-15.0 C�6"RETE COVERS TO OF FINISHED GRADE.WITHIN TO BE FOR MIN 2'LEVEL �\ \ , 1.555� 'cp. \\ -''- ---' -- �-- -� _ _ SIZE OF LEACHING FACILITY PROVIDED: THEIRENGINEACCURRAACY OR THAS NOT T FINISH GRADE Q' .=14.6 SHAPE �pF \ Zp� N EXISTING BEACH \\ \ .- / �..--', -�`(N©FAl,, UTILITIES AND SUBSURFACE STRUCTURES 4" PVC SCH 40 4 `�'���, ARE SHOWN:. LOCATIONS AND ENS 0 1 RECREATION STRUCTURE \ \ �. �.- w�,�p�D. •r 4" P � .alC` \ ELEVATIONS OF UNDERGROUND UTILITIES F_ w w- ____ \ -_-\ _. �, s� USE H-20 CDNCERTE LEACHING I rr TAKEN FROM RECORD PLANS. THE 4 P LEACHING CHAMBER 1 \ ,-' � < c CHAMBERS(2 UNITS) 12.83'X2'X25.0' CONTRACTOR SHALL VERIFY SIZE SCHS`H 4 c o 0 0 0 0 o c c o PROPOSED E \ -;" 41 �' ' `- '�7 LOCATION AND INVERTS OF UTILITIES o c o 0 0 0 0 0 0 0 12.83 x25.0 ✓ , , „ AND STRUCTURES AS REQUIRED PRIOR PRIMARY I \ \ --- SIDEWALL = 2(12.83 +25,0 ) X 2 = 151.3 TO THE START OF CONSTRUCTION. _ _ • 1=C I E 5 OUTLET I=F H S.A.S. •g, �� \\ \/ y-' ✓ �. ,., BOTTOM = 12,83' X 25,0' 472S F,7 8. THIS SYSTEM IS NOT DESIGNED FOR SEPTIC TANK DIST. BOX 6.4 SEPARATION TP#4 ® \ \ / �- `� •/ THE USE OF A GARBAGE GRINDER. • � _ A GARBAGE GRINDER IS NOT J EST. HIGH GROUNDWATER � �,3, TP#3 h�j . ,/ �`� \ \\ �`` - !/�/�/a7/ 472 S,F x 0.74 GPD/SF - 349GPD RECOMMENDED DUE TO RECOGNIZED O / NF { \ \ j -'"' I ADVERSE IMPACTS TO THE LEACHING / TF 2 / # \ \ / -'`� FACILITY. s • / ' '��s \ ' \ I / r LOCUS INFORMATION 9 THE CONTRACTOREXITING INVERTS ARE TO BE CHECKED BY PRIOR TO CONSTRUCTION .INVERT ELEVATIONS. / / / / F�Py f \ \• 10. THE ENGINEER IS TO BE NOTIFIED OF PROPOSED / PROPOSED ANY FIELD CHANGES THAT MAY BE --- -'� "D" BOX � // / -'"1500 GALLON � \ �\ � ' CURRENT OWNER: WJL, LLLP & VINEYARD ROAD REQUIRED. TOP OF FOUNDATION 16.0 A / / • SEPTIC TANK HERITAGE TRUST _ � TITLE REFERENCE: CERT. 176791 4�� INVERT. AT BUILDING 13.00 B PROPOSED , �#1 � �P�'� � . .•-- • . �.. . .--- • -f'" \ \`� liaw"M911111 BS GROuP 4 INVERT AT SEPTIC TANK (IN) 12.25 C cn 12.83 x25.0 \ \ PLAN REFERENCE: 11542-8 4" INVERT AT SEPTIC TANK (OUT) 12.00 D s; RESERVE • /GO ` � . �•,,, . -•"' \\ \\ y p . y''� ♦ ASSESSORS MAP: 15 349 Main Street, (RT. 28) Unit D 4 INVERT AT DIST. BOX (IN) 11.50 E AREA '� v / . $ \ PARCEL: PORTION OF PARCEL 6 W. Yarmouth Massachusetts l 02673 4" INVERT AT DIST. BOX (OUT) 11.33 F � � �`� FUTURE♦ tri '1�0 EXIST. I ZONING DISTRICT. RF LOT 6 i� RELOCATED / BATHHOUS 508 77$ 8919 SETBACKS: FRONT INVERTS AT LEACHING FACILITY: BUILDING SIDE TOWN WATER / �� REAR PROJECT TITLE: 4" INVERT AT BEGINNING • / • , p5, '"` -� t •) � � '�Q% / '' -- MINIMUM LOT SIZE: 87,120tS.F. R P 0 D DESIGN OF LEACHING CHAMBER 11.00 G . ..1 �. �0/ -�;.. ' ZONE II DISTRICT: NOT IN A ZONE II FOR . r �► �0. LOT fib � ELEVATION AT BOTTOM Fti�/ 2.68f ACRES • r~ �' e �,-o- ''' FEMA FLOOD SEWAGE DISPOSAL OF LEACHING CHAMBER 9.00 H , �10 1169643t S.F. . ,,._�,, !- • �• ' ,1'%�' / • ' ZONE DISTRICT: ZONE "V, A, B, & C. y0, • �•�•""" j / •• PANEL 250001-0022 D SYSTEM 90.p PR SHARE AREA TO MHW .�' s ---' �,. �'-- �,,• , �,,, � i•��''', 7/2/1992 N OBE EP / 2.24f ACRES - / ♦ ,'` / , M O RES�R` BENCHMARK 97.Sd1f S.F. /� -'� -, --_ ,/ ./` ,,�' qgO • , •• OVERLAY DISTRICT: AP LOT 66 NO OBSERVED GROUNDWATER STAKE & NAIL SET S.F. 21.02 '►� f- -.. BOTTOM OF HOLE 2.6 J ELEV 14.85 NGVD �- Cx 1•-- .- _z , � .• VINEYARD ROAD #00 ,�- �°` ,-- --'/ r''r ;�"- -._, % LOCUS PLAN: NO SCALE VARIANCES REQUESTED: . / ` '"" --° �' / MASSACHUSETTS Y 0 M NONE ,.� .'' /� ,.�' /' - /� / ° �{ �.�'"'' ��� �. PREPARED FOR: N H. GATES & WINGATE LLOYD Q�oC,�J Mp,1N • • . • . . . . . . . . . . . 4500 CATHEDRAL AVENUE NW FLOOR PLANS '' ��. -� -- � ' -- • . • WASHiNGTON, DC � I �,,. � � -.°`�,-r,,•�.�G ,.-,. .!�' PEPPER ORN 20016 NONE - BUILDING TO HAVE ONE BATHROOM AND THE REMAINING AREA OPEN / �-''G --' ,,•�': N�> NANTUCKET SOUND LN. W .!'�`�e` , --' / ' ,,�' �-`` '' . • • ' g'� `� DATE: MARCH 30, 2007 a \� �,• �,,�'°' �, -�./ // , ,f- ,/� -C�( N �yp, C DESIGN. K. HEALY N , �.,.- '�- �""1 -- / --�''--' r -. ' • .PROPNG \0 z CHECK: M. DIBB �,. , . r- /� o �/ MF. DRAWN: K. HEALY co `r,/ SCALE; 1' = 20 FEET FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 8492-SEP.DWG �.�•''' -- - \ Z, , '' ,�' 0 10 20 40 FT. LOCUS -- ---- --_. --"' ��\ / . • • NANTUCKET SOUND DWG NO. 5432-07 a -•--- -' '" '' ,` �- / • JOB NO. 4-8492.0 SHEET 2 OF 2 a