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HomeMy WebLinkAbout0682 RIVER ROAD - Health 682 RIVER ROAD Marstons Mills - �- A = 044 - 025 -�- ii TOWN OF BARNSTABLE LOCATION (16 Q ZAIJer RJ SEWAGE# QL O 1 5- VILLAGE MAr-S- bbPS AA1 SAS 'S MAP&PARCEL Li Lf �� INSTALLER'S NAME&PHONE NO. 1 nSE-SSOR��V'r " SEPTIC TANK CAPACITY 1 SO O G QJ 1010 LEACHING FACILITY: (tipee) —":7<M0r pl . C1A%T Z4ize) NO. OF BEDROOMS 3 OWNER 7 me- S �' PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the:' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility IVIA 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 f 300 feet of leaching facility) AJ i A Feet FURNISHED BY n'E�� sz�'CQA� e cl 3 © ® 1 �3'�►� ag°1c "ve��� has` OL31 sy`�'� 3 Is s�1o� 5 BJ ' No.2-6 S5 l�^2 Fee 1150 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpliCAtion for Disposal *pstrm Construction 3pPrmit Application for a Permit to Construct X) Repair( ) Upgrade( ) Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No. p" j�Q� f4W Owner's Name,Address,and Tel.No. y/r1 / Assessor's Map/Parcel InL,1��Na e�Address,and Tel.Na.X®,9L0tr �a4 cep I� e s Name,Address,and Tel 07 �' 4K_ 9 —0V)v kJ o a a Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 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 C e tom and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ) Signed Date �lip` Application Approved by Date g//Z Application Disapproved Date for the following reasons Permit No.�7© 1 7�?- 255- Date Issued 1150 No. Fee T THE COMMONWEAL`TH�`O'F9MASSACHUSETTS Entered in computer: " �- PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplicatiOn for Ve-po8al *pstrm Construction permit Application for a Permit to Construct) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components .r Locat,n Address or Lot No. l/� !Zr' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �S 9�v�� pP�Jee - 70i 9�07 Installer's Name,Address,and Tel.N -X0,9�o,�,a OM4 co. e� Dnei��s Name,�Ad'dre�/ss,an��e i�. SQ�•36a—lj SLl 1 a.L)G r w er..,.AI r Type of Building: r 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) 33 a gpd,, Design flow provided 3 Ll 1 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank r�Type of .A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) A rat,lI Date last inspected: Agreement: f 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 C e and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed �N/ _ Dater Application Approved by Date ��/�,3 Application Disapproved t Date for the following reasons PermitNole) l?�S Date Issued ?//2 j7e.3 TH F COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS d. Certificate of Compliance t THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(,K) Repaired( ) Upgraded( ) Abandoned( )by.' I at 6�Ae/� /�� �QWJ/�f/�l1,�A has been constructed in accordarice with the provisions of Title 5 and the for Disposal System Construction Permit NoAr3-75 S dated-7 1 Z' 'j Installer 0 yr Designer - #bedrooms 3 Approved des n\\flo� 3 3o gpd The issuance of this p'brmit shall not be construed as a guarantee that the system wi�funi ti�o as des' ed. Date D 2-7 I Inspector X d (,w /t j --------------------------------------------------------------------------------------------------------------------------------------- No. 1 07 Fee 5-0 o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 3dermit Permission is hereby granted to Construct(K) Repair( ) Upgrade( ) f Abandon( ) System located at t,19 I{,(p/' AVA 4 IZ,_Ik/ WZ2(_I . eM . a VT 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. ` t Provided:Construction must be completed within three years of the date of this permit. Date Approved by 3 a I� o Thomas F. Geffeli,Director BARNssnBLL, Public Health Di-vision f634• 163 Thomas McKean,Director 200 liisin Sb-eet,Hyam!ns,MA 02601 Office` 508-962-4644 Fax_ 509-790-6304 InstaHer Desimem ICer ification Form Date: 7 Sewage Permit#oZC)lS"oZ Assessor's Map\Parcell Desig,nner: 0 Vj v� CA4e ( h Installer: foke4't,zz /�� ' . .Address: �y / a* ►� Address- Address: ay- J �`)S On 0 a 3 I r Vnp e�'� B` �� was issued a permit to install a (date) . (installer),p septic system at E�0 0� lf l ✓� `4q) based on a design drawn by (address) bo,A'l e/1 fi- 0 �alk dated 0-4 Y"I (desi r) V 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.c. 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 cc ' ed as-li ' by designer to follow. . _Sµ OF Mgssgcy l �o DANIELA. o OJALA -, (Installers Signature) U CIVIL in No.46502 4 ��"6 8 T ER�O��� NAI Ear (Designer's SigD.atme) (A Lix-Designer's Stamp Mere) PLEASE FiBT-ON TO BARNSTABLE NU LIC BEA.iL'1H DIVISION- CEP4T0CATE OJ`+i' va�ie�a�".n,IiaT �� WEL r1Cn1 !E �s5�1 i u MIL BOTH IKES FORM ANG? A&BUMT CARD A.� lEBECEIfED By TEE BAIUdSTAELE PUBLIC HEALTH IDP�sTIOI�. T��( U. R...-.n 1-94-f i lnr. ' Town of Barnstable Department.of Regulatory Services s ,,,W,•„" : Public Health Division Date /34- 200 Main Street,Hyannis MA 02601 Dot Scheduled_ V l� Time Fee Pd. laU Soil Suitability Assessment for Sewage Disposal Performed By:gi�LKV � S70AIIL Witnessed By:✓ov�ES�'/g29<S LOCATION& GENERAL INFORMATION/ Location Address z Owner's Name /) Addressxd<Jnjllilr-7 Assessor's Map/Parcel: v w Aw 2,y Engineer's Name,cy/s' Sv�l/C NEW CONSTRUCTION REPAIR Telephone# ITT j?�-SZ3Q�fj-3ro�9 Land Use */Iq,--A A�, Slopes('%) o Surface Stones 4 0'vd- / u�' i3g Distances from:✓Open Water Body 50 ft "Possible Wet Area ft Drinking Water Well'ti'rL-ft 4 Drainage Way ft Property Line ft Other f SKETCH:(Street game,dimensions of lot,exact locations of test holes 8c pert tests,locate lands rnnri I t es) 'RT.} Parent material(geologic) �a{? Depth to Bedrock �`e�f Depth to Grou dwater. Standing Water in Hole: ��5� Weeping from Pit Race ta.1 o Estimated S onal High Groundwater 3U e�QI UCJ -�es 7 a►'oa Fia b e�aJ X DETERMINATION FOR SEASONAL HIGH WATER TABU cc Rdhod Used-�� ti DeY�th Observed standing in obs.hole: in. Depth to Soil mottles: in: I Depth weeping from side of obs.hole: In, Groundwat'e'r�AdJustmeflt ft y Mex Well# Reading Date: wl2 Index Well level Adj.faetor, Adj.Grou dwater Level„ Iv `a p PERCOLATION TEST Date -0& Time 1/4AI Pbservation Hole# / 3 Time at h" / - Depth of Perc Time at 6" Start Pre-soak Time @ l/ s_ 'lime(9"-6") End Pre-soak Rate MinJlnch �2hh G'ZM�< Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) V Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the. w Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPT[MP,RCFORM.DOC ��1 DEEP.OBSERVATION HOLE LOG Hole.# ;L._ Depth from Soil Horizon Soil Texture Soil Color Soil Other Mottling Surface(in.) (USDA) (Mansell) g Stricture,Stones.Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% tom- o�lr/� 74 1e1-/�.Si, l DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cnite Gravel) y • 4� 41,9 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon, SoitTexture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling structure.Stones,Boulders. ors' • `v�6 � �Q Gad �� �a�R ¢/� - ` . . Z-5's. / '� C �Q2.f6l SAn/9 2.sY,� 7/ ra ve .,.. Flood Insurance Rate Man: Above 500 year flood boundary No— Yes .--_____ Within 500 year boundary No Yes Within too year flood boundary No!� Yes,:,,,,.,,_ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviou material exist in all areas observed throughout the area proposed for the soil absorption system? Alh �S If not,what is the depth of naturally occurring pe ious material? Certi_ ficati°n I certify that on (date)I have passed the soil evaluator examination,approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required tr ' ' ex rtise and a rie d ibed in 310 CMR 15.017. Signatur ` � Date �/� " °r' Q:\SEMCVERCFORM.DOC ,f� TU',T COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS tertifitate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at 69Q /` 1,j 4QWJ /!9/[L1, has been constructed in accordance with the provision of Title 5 and the for Disposal System Construction Permit No;�bo3-75.5 dated �7 �t Z' �, 3 Installer _•��� Designer #bedrooms Approved de slim floAh gpd The issuance I f this unit shall not be construed as a guarantee that the systemw fun t'o as des' ed.Date lhiZ� Inspector v r ......... .........., .......................................... .............. ......... ...... .. _.... ................... Th 9,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� jT�2 j& /f/� J 4/(�r has been constructed in accordance with the provision of Title 5 and the for'Disposal System Construction Permit No;�be3..75-5 dated Installer Designer + #bedrooms Approved des' flo gpd The issuance •f this rmit shall not be construed as a guarantee that the system w' fun t o as des' ed. Date l7 Inspector IMr TYPICAL FINISH NOTES CLAY CHIMNEY CAP OR AS SELECTED ---------.._ i r NOTE: STONE CHIMNEY AS SOFFITS WILL BE 12 ALL f SELECTED RAKES WILL HAVE a .. - 12'MIN. PROJECTION 1X4 1X7 RAKE BOARDS 12"PROJECTION WHITE CEDAR SHINGLES \ 5"MAX EXPOSURENG - _ J .: L "r ,... -,.. - 4WIND OW TRIM 1 X a : 41 r r r FASCIA i' \z IX6 FREEZE BOARD 71 1 � : � iX51X 6 CORNER BOARDS — __1X4 DOOR TRIM - Irr STONE FACING AS SELECTED FRONT ( SOUTH WEST ) ELEVATION 17 TYPICAL'FINISH NOTES CLAY CHIMNEY CAP NOTE: ; OR AS SELECTED SOFFITS WILL BE 121' STONE CHIMNEY AS ALL RAKES WILL HAVE 1 SELECTED 12'MIN. PROJECTION Lj ... _.. ._.. .._ 3 WILW m — 1X12 SOFFIT/1X8 FASCIA 1X6 FREEZE BOARD OT OLSON DESIGN ASSOCIATES { ' L DENNIS PORT,MA.02639 1X4 WINDOW TRIM 508-775-4300 email-alsondesignwerimn.net 1 X5 1 X6 CORNER BOARDS RAHILLY RESIDENCE C 682 RIVER ROAD ri {' MARSTONS MILLS,MA., 1X4 DOOR TRIM 4,_0„ 4,_0„ 26-0 4'.0: 3:_11: WHITE CEDAR SHINGLES 5"MAX EXPOSURE ELEVATIONS RIGHT ( SOUTH EAST ) ELEVATION ��_9 Q.0. MAY 28 2013 i y smb:1/4"-1'-6" NOTE: 21 0— SOFFITS WILL BE 12" TYPICAL FINISH NOTES —-- 16 D� --- -1 3'3`1 ALL RAKES WILL HAVE r-i r-1oF" REAR WALL COLUMN/ HEADER SCHEDULE CLAY CHIMNEY CAP „ 12'MIN. PROJECTION -- A - (2)5 1/2"LVL OR AS SELECTED STONE CHIMNEY AS i �; ' L i� I Jl 4 I J B - (2)5 1/2"LVL VERTICAL HEADER PLUS(2)5 1/2"LVL SELECTED SEE PORTAL OPENING FRAMING L ji { I rr I,I iI; j i ,1(•;I r FLAT-ONE ONTOP-ONE ONBOTTOM DETAIL DWG.#S-5 rI�I r� C HSS 8X6X 1 n l D - 1 X4 1 X7 RAKE BOARDSJ.i;__ } ; 4 12"PROJECTION r E J' HSS 6X6X1/4 - li I � I II I' 11T r1 I i WHITE CEDAR SHINGLES E - (2)5 1/2"LVL 5' MAX EXPOSURE ®I :.ir I. J. , ai 11J L !I' a I' 3Ir r,' r I11 -. II-1 f 1 .1 -� r .i.- I- _ 1 7 1 _ I t I i f'I I F UNUSED 1X4 WINDOW TRIM 'J_- - [ t - -' '1 1�r 1! I, _�.� 11i III,. i 11cp 1 II yi: r 7 T... _i. 1 ;! r .L to L �_`'.a 1.�-.., '` ' IT `�1 G - (3)5 1/2"LVL HEADER PLUS(2)5 1/2"LVL iX12 SOFFIT/`i X8 FASCIA —`' r I_ i'[ —1 l...I ---_ t _� .I _ r' __— FLAT-ONE ON BOTTOM-ONE ON TOP - 1. Y-_ 7 x -. 1 X6 FREEZE BOARD .-. i I T.-h I-i- l.. .. t._ I J - --- '-' -' L--.�,...,_l 41� .,A(; ' I L.T_I x� �..� i _.1- I 1 4'II illli' _tt _ --- H - HSS 6X6X1/4 j J Jr5ti1 ~r IJiI Ti I I :r I— 7 11 J - (2)5 1/2"LVL 1X5 1X6 CORNER BOARDS Ti - f it.�'11 j h '( i~ r�Jr i m1 1 t -L I K - (3) 5 1/2`LVL - 1X4 DOOR TRIM (,rl 1�iI Ii LTI .V r4 i m j rI L' 1 - 1 L - HSS 6X6X1/4 J>i�;..,ry.,... -..�-1_:_iJ r, I.ti ,-,l �,'�i.�, '•--• IIr - �r 10'-0" 7,-9. L24'-0" 47-0" REAR ( NORTH EAST ) ELEVATION NOTE: —_ SOFFITS WILL BE 12"ALL RAKES WILL HAVE 12'MIN. PROJECTION ;' - r - -- , I - J ,.J.. - I .... .,- - - - 1.- I 1I r I T _ - r 1 Tr ` = TYPICAL FINISH NOTES - l - J _Jr !, /J J I....' 1 1 1.7 i _ I 1X12 SOFFIT/1X8 FASCIA Aeos °oaW iX6 FREEZE BOARD S�� P J 1 TI P l)I t i, I rr J f i' h r WHITE CEDAR SHINGLES OL ODENNIS PORT,LSON P MAO fi39 DESIGN OS 1,:if 5"MAX EXPOSURE _Ll III lI t .I,- 1 - _ 1 g @verizon.net 1X5 iX6 CORNER BOARDS eos nsa3oo email-olsondesi n RAHILLY RESIDENCE �lll.ill 11 ail 1X4 WINDOW TRIM 682 RIVER ROAD ( to f rl 4 1 I7 1X4 DOOR TRIM MARSTONS MILLS,MA. ELEVATIONS LEFT ( NORTH WEST ) ELEVATION D.O. a:. A_2 MAY 28,2013 s 114"=I,-0" I � DECK -- ----- --- ----- 66-0" -------- ----- ---- -y 24,-0" 24_0" ;--- - CENTER LINEOF ' N 1 N ISTRUCAIDGE 21'-0' I n g VAULT CEiL 15'_1, DINING r v C�VEREDCONCRETE DREJu4G PORCH AaoV� _ — 1 -T------- - —-—-—-— — --T— — — 3'-61/4" I ST-0/" '----- -SL 12'-0. ---- _ UTIL. - ® '• IIVIN ROOM I•-;--- ® OpENTa 10, --._...--..-1� --�aX4 WD ---- 4X4 WD I I 23'-8'/z POST POST 31/zI - U KITCHENI --T------- - ---- —" , vI ABOVEOPEWT T- \ � ABOVE i , SL SECOND FLOOR 4 m 4X4WDj ------.-- ------ -- uNE---- -- ----- - _-_ / STL 5/8"F.C.GYP.BD.@ � - 1 N - L 4X4 WD 4x4 WD POST POSTS ------ -------- POS — 3 1 2' HOUSE WALLS&CEIL. 3 /2'STL. �ti FLAT CEILING S COL \ ------- --COL. up GARAGE ' sTRucruRAL �_-,. MASTER BED ROOM ....�-._.:< of CGL 4X4 WD I — '------------------------------------------ - POST ----- OPEN TO MUD ABOVE ROOM d q FLA'FCEJUNG Y 4X4 WD ! 4 ml vl a - POST---- ! i - n• oa / ( 4X4 W 4X4 WD T s FOYER CEILING FLA,TCEILLIING M ! 6'-6- 6'-0' - PORTALOPENING c [POWDERI MASTER BATH- o 4X4 WD FLATCEUNG ! �-- — POST !^ ---- — --- - -- ® 4X4 WD POST 5'-6" 3'-6" 2'-7�/z" 16'-41h' o� 3'-6" T-0" 3'�" o vlJ `r 14'0" 14LI' 14'-0" 24'-0" N1Ll�o. ais eTauctuRAl No.:oss �Fsscisreac.°i�x PLAN D 0 DENNIS PI O 2 PORT,DESIGN 639 [�LA5 FIRST FLOOR Y N 508-775-4300 email-alsondesign@a dzon.net RAHILLY RESIDENCE 682 RIVER ROAD MARSTONS MILLS,MA. FI RST FLOOR PLAN a•®..,e,.: D.O. . MAY 28,2013 A 3 i 2'1" 76'-0p--- .—.—. 24'-0° 24'-0"-- --- S I RUC.RIDGE UP TO `aNl 1 101h 1 01z" v —PORTAL OPENING-SEE DETAIL DWG.#8-5 S - 1 - ' 1 t -—-— SL 1 SL 1 II 3,-93W" 10'-91A WAu o 1 - 1-- 1 i i -1'-21/V i 1 OPEN TO KIT BELOW OPEN O LIVING ROOM BELOW I SL j CATF{.CEIL. FULL HT.I CATM.CEIL. F_ i l WALL '----- - OFFICE SL ----- 1 ----- ---I--- ------- y ._�-- { 1- - WALL" I I�III�II�\\\ o aT. 1- ------ OULLHT, — LOFT ------- COL.UP TO IIFULL HT. STRUC.RIDGE -_- —ALL 1 5 _.___,� { OPEN TO - - - - j FOYEN BELOW I 3'-9Va° STORAGE I q t In 3'-1s/a" F--- ------- 0, SL �I '9 1 '-s4--T m BATH I BEDROOMLAI I I � N 45 ,, LIN. 7-4V"U,8 9'-0*Fz" 13-11'A' a P-10s/a° I _ 1 I I 1 2. I ' Ij 14'-0" _ ..� 14'-0" 14'-0' ---- 24-0--- _ \ SECOND FLOOR PLAN OrdOLSON DESIGN ASSOCIATES ID DENNIS PORT,MA.02539 508-775-4300 email-olsondesigna@veHzon.nel RAHILLY RESIDENCE 682 RIVER ROAD MARSTONS MILLS,MA. SECOND FLOOR PLAN D.O. �. a.MAY 26,2013A_4 _-- ---------- -- —-- - -- FOOTING SCHEDULE --------_ -._.._..-- 40-0" ...--- 2 24'0' -- 24,-O-r 13_1'A"- 13-11h'_ to i/a F1 -3'X 3'X 12" (4) #5 F2-30"X 30"X 12" -- ._i2.0'- DECK F3-24"X 24"X 12" -- 1 l 1 12#5T P _______ _ __ _ _____________.__ _ J OM P _ _ 8 BOTT __._. _._.___ . .__._._._ - 4 x x 7112" TOC RIO N r ( � _.., r'-. ...- -' 1BTSMesa '`t - - V: - o _N SUt - _ ------_ _ - --__- roc EL _ - DETAILAT SUNKEN LIVING ROOM .- b _ b - d a 4 ' WWF 6X6,W2.1 X W2.1 �.. :_ - �— --------..—_— .._.....— ------ - -'---- ----- - ----- -----am ��� � -r�� m- � "` �•I• I �- _ o 9 (2)# -- ¢'. WWF A s _w -I ------------------ A -o e-et. x— I' I RADIANT HEAT AS I 6X6,W2.1 X W^f.1 �mmrn Fro'= t.rs a, _ �s sa i _ �x (2)# x2„ I SELECTED_— I a•� _ j i RADIANT HEAT AS RIGID I 1 _ 1 � zao '�.'•� ECTED i I .-_.. .,� �•I I --- i,� i ti j I I 1 p)jLTAIL ATSEARING.WALL -- - -._. _ p WWF I p ! ap O 6X6,W2.1 X W2.1 `o 14'$" _ N. COMPR —. ___ _ _.—.—.— FILLER E SAB 518"D ANCHOR BOLTS S 4, 4: 12-0 NI �_--_--- I - -- -- '-- !.9 Ta aa� - r� o 01 RIGID h e W iI N al INSUL. w :L M ------- - - --- ------- -- --- - - - - _ WWF o _ -A I - r— ICI - ! 7 - .o.�:Et - _ - -n- 6X6,W2.1 X W2.1 j (2)#5 TOP 1 i m F2 F {{ t�ry :� .� ,� a a BcrroM ---- ai o -- q �yo RADIANT HEAT AS I ^F� RADIANT HEAT AS - F' ' LSELECTED _ -� i SELECTED C 12° WWF WWF O 6X6,W2.1 X W2.1 6X6, 6X6,W2.1 X W2.1 20'-4" 20'-4' ' T.o.c EL- I c AyILr A=T FO UNDATION WALL r-T - �' _,- --------- -------` F3TOP SLw 6,------- - ----ro.aE-It , DROP TO OF CONCRETE �m- -------------- � 7'6 6-0' - - 9trer Frc= TYPICAL FOUNDATION WALLS- v ( 8 roc EL. m _: .,94 4'CONIC.SLAB L--}------- --- - ( ; I•< ;<- 8"THICK CONC. FOUNDATION WALLS-VERIFY �- - .--------- ---- _ - �._ �. �� ------ _ ---- --- — — - -- -- ---- --- ------ -- HEIGHT- WITH 24"WIDEX 12"DEEP POURED CONIC. FOOTINGS WITH KEY. USE 5/8"D.ANCHOR BOLTS 48"C.C./12"WITHIN CORNERS WITH WASHERS AND HOOK.GARAGE FOUND. SAME EXCEPT 4'-0' 1 HIGH.ALL FDN.WALLS(2) #5 TOP&BOTTOM 14'-0" 14'-0" 24'-0" OLSON DESIGN ASSOCIATES 66- —_------- ____-_.._.._..-.._._...____.__.____.___..__—._----___ _—._ __a—_--__—_ OD DENNIS PORT,MA.02639 508-775-4300 email-olsondesign@vedzon.net FOUNDATION PLAN RAHILLY RESIDENCE. 682 RIVER ROAD MARSTONS MILLS,MA. FOUNDATION PLAN D.O. a�a ay: sMAY 28,2013 y I _ 66-0" 24'd' O VAULT CEIL I E �• p O� �j ❑o ' � x1 - x10 Q 6'-01h," 0 o — v § ddddd - - - - (3)12'LVLFLUSH Cn °x °_ J�JLUI F.. 2.x S 12, .C. 2 10 US = 2 x S •I n \ . 1 Y 6"G. C o S 1 2 x 10 FLUSH 2x S - - — 1Y .C. 1 LVL x 1 S I Y D� l FL I 4 (3 z 1 H 4 O I 14'-0' .__—_ 14 a' I. 14-0' 24'-0' s„ .._..___ ... �v WILL a.N p � � m ynn�O 28� SECOND FLOOR FRAMING PLAN OTl OLSON DESIGN ASSOCIATES L DENNIS PORT.MA.02639 506-7754300 email cI—design@venzon.net RAHILLY RESIDENCE 682 RIVER ROAD MARSTONS MILLS,MA. SECOND FLOOR FRAMING PLAN a, D.O. MAY 28,2013 S 12 > I 66-0 TYPICAL- �- — — 1d-0" -� HZ5A j 16-0'1 _ 24 0 4_ T X�}L— (2)BAYS BLOCKING — —+ --- �- --..—. '--- ------- --.—.....----� — — — — — — — a-0°C.G. � - 1 TYPICAL- (2)BAYS BLOCKING- ! 4� - BLOCKING 48"C.C. _ 2 BAYS OF 0 tol a7 ALL GABLE ENDS 10�, _ I � C.C. - ',—(2)BAYS LOCKING o - i •---- "'--^ - �° 4-0 C.C. - -----' ---------- _ _ - 2x z)zx1 _ _-_ 2)WO ! l (22x10 22x10 2 2x12___f' I 2 2x12 = T __ __,, x (2j 2x1p ____ 2 o I � i TYPICAL- �,{ _ _ _ - t)2x12 i a_ -----' _ H!— _ 2 2xL----- _ (2)2x12 2) 12 = ___ ___ _ 1�F (2)WO ) 12 =_ l G1 ---- -------------------- 2 12 ID . 8 AR w f 8-fi� ( Tv -Ls. zi A H - - ---- '0----'- - To 1DG 2x12 2 2X12 _ ___ __fl___ ___ ___ /2 2x10 2)2x12 1 X A X H2.5A TYPICAL- I )I�`L _ 2 (2)2x12 f2bA _ Q 1 _ 2 - 2 2x10 ' - '2x12 I ' 2x12 --- --- — 2 W2 f' (---- _ _777 L_ (2) 10 l i x l I-(2)BAYS BLOCKING . TYPICAL- 4'-0"C.0 13 11/ C? '' H2.5A r-r---- - -'— (2)BAYS BLOCKING o ..._ ..__. .._ 4'_0'C.C. ! x o .. TYPICAL 12"RAFTER v ---- - - -`-- ----� ¢ OVERHANG (2)BAYS BLOCIaNG (2)BAYS BLOCI(INu - cc. I 14-d' --__ —"14 0 -- --- 0 14'-0" 14'-0" -----24-0" — ----------- 42'0' t Fy o LIAM Af 9\ BISlop - ------------- ROOF FRAMING PLAN ;:, OLSON DESIGN ASSOCIATES WDENNIS PORT,MA.02639 508-775-4306 email-olsondesign@ dzon.net . RAHILLY RESIDENCE 682'RIVER ROAD MARSTONS MILLS,MA. ROOF FRAMING PLAN D.O. S_3 MAY 28,2013 . -- — 66-0" 41'-11 7/s" --- 20'-117/s" 21'-0" ILSS 2,0 — -;----- - --—- -—- -—-—- -—- ---- -- (4) 18"LVL STRUCTURAL RIDGE 2X8 TIES @ 12"C.C. 13' 111/4' 4.--- --- 2X12 RAFTERS @ 12"C.C. W/CELLULOSE INSUL.TO 2X12 RIDGE BOARD CODE REQUIREMENTS CATH.CEIL.@ LI�(ING/DINING/KIT. 2X10 RAFTERS @ 16"C.C. 2X10 RAFTERS @ 6"C.C. WOOD CEIL. OR S SELECTED BY OWNER W/CELLULOSE INSULATION W/CELLULOSE INSULATION BTTM.CEIL. — - ---- --- --- -- --- - __ JOISTS FLAT CEIL.@ FR NT OF HOUSE II ll p II II ;; II II II n n II u � WDW. HT. I u u u II II II II II N 10'-53/a" 8'-7" ao I � t'a H2.5 - 2 X 10s @ 12"C.C. H2.52 X 10s @ 16"C.C. I __ H2.5 . @ FRONT OF HOUSE _ - TOP FLR. — — — _ JOISTS _ FLAT CEIL.@ FRONT OF HOUSE BTTM. FLR. JOISTS as � OD 4V-1" 5/2 51/2 / 51/2" 80 CONC.SLAB W/RADIANT HEAT Do - - - - - - - - - - - - -- - - - - - - - - - SLAB 42-0" — 24'-0" t Er'G1ti'= 1� 661-Oe FODOLSON DESIGN ASSOCIATES DENNIS PORT,MA.02639 TYPICAL CROSS SECTION 508-775-4300 email-olsondesign@vedzon.net RAHILLY RESIDENCE 682 RIVER ROAD MARSTONS MILLS,MA. MAIN HOUSE STRUCTURAL SECTION D.O. MAY.28,2013 S_4 MM i . WPM , t+ ..J�f14<MegS�Ckt^"WOU.�fl B�EF WiMO ZfiMEi - .. -' I8bW2 dPrmrd Naltlrp StYwGfN - _ . t i .a_a1� 0 .. .... ai«w+s m n e tT mbm 1 as vf6d nan.nd . n 89 9,#�R91W IEfM-nbJetll P 6d 1 i®6 z �;Y .Puw'75"a`'� 3 ..a�, ^ 'a-�� D NOTES: TYPICAL-ALL FRAMING AREAS-- r ;�'PfHate9 atira4+mwwrs SF n4d7 a-faat .a aim r . 6ttMbSba(FAco-i mIMFS. ?YNd ) tees i 2n' n ' ---- FLOORS/WALLS/ROOFS GOtd6iRDGY60R1 ORYAILS POR 4698 A9.A MARROW WALL E{RAG1R0 MBYMOD - BLOCKING @ 4'C.C.@ ALL ROOF, CEILING �. t� i Faadr O{pe Tae y4a} n,, 4,a ,, Y naa efach4vg b S9rot tr atedY d"eaJ dh '6 - o-pIOGMG$ro aLM'TW P19m YT49�'e9Y :4.t(srf feR 4ds N dVl i FLOOR PARALLEL TO EXTERIOR WALLS G . - AT HOUSE WALL TOP PLATE LAP 4'W/10- 16d x k "9w aa9e ro.m is+ e as tF+c t rr>a tl 4,ee c P9�iR aarm,ta9t w sat w dP PI4 ti nwba>tF w t t x Ad a ea +' P4itoa AT GARAGE WALL TOP PLATE LAP 2'W/8- 16d r `r RAFTER TO RIDGE LSSU 210 n 4P.a4a om a � ad nti a* 449'a eaa - ro }},` - RAFTER TO EAVE H2.5A {Jv` — RIDGE STRAP LSTA 12 cu Hmiro ale wf mutt[N Ad tOn 6 tlg!tl f�tl ALL NAILING PER TABLE 2 GENERAL NAILING I+ "' v a sf >re _ a x €' 't 1 j a ct}mnutl a+raxt4efa sacdibr9- 4 +riper t0 saln 110 MPH WFCM ALL SILL BOLTS 5/8"D.W/8"EMBEDMENT + HOOK W/3"X 3"X 1/4"PLATE WASHERS _ y. e°arr�te<tta3 i nn wmm�d snwcrom r�kr�t = f'i � - PROVIDE ECCQ,CCQ,CONNECTORS Cia ALL BEAM/COLUMN CONNECTIONS/WOOD/WOOD Waa Sn blP4aa ' w .:ex tm�.vww,wv.<,uw w.Emrrun,w v.'=ra< mro,rae ' abes "-� - y'aa 1Dd� 9�94 ri2`bqn. - PROVIDE HANGERS @ ALL FLUSH CONNECTIONS . - NOTE: gown roaUtam it M99 ropfltP Ee 90ay.%uPMa m aen iEG Ca atldCimW,xµNwwerh . IN COLTIEM PaON UDDM�EIABFODEO h in.Uduu amawf«enee«f,ehw tP�br naNv .amnmm-be.aew.ew aq w,EE+mutia pWaofaWfvOem "� AND WVLFDTO&LAND UP - PROVIDE BOLTED CAP PLATE (4-3/4'°D.) @ ALL STUDS__ _.__ _ _ dbmam mfApui alA+arvr N9ylp .n.e19W MYnuyb 9r4eduua4e aesMe.pe4i9dea. ' _ STEEL BEAM TO STEEL COLUMN CONNECTIONS ' Oi PFQlkPE0 ON5tbE CODEELOAA4 Pa<an9Z195j - d a NAILING- GENERAL CONTRACTOR/OWNER SHALL INSURE I ROOF SHEATHING 8d 4 It CC EDGES 12 n CC FIELD ! THAT ALL WORK CONFORMS TO THE LATEST MASS. �. WALL SHEATHING 8d @ 4"CC EDGES/ 12"CC FIELD , STATE BUILDING CODE &THE F WALL SHEATHING NAILING-. WFCM 110 M.P.H. -B WIND CODE CONSTRUCTION & 1 st Fir. -2nd Fir. @ 6"cc EDGES/12"CC FIELD ABOVE ALL OF THE DETEST LOCAL CODE AND ZONING 2ND Fir.- REGULATIONS. GENERAL CONTRACTOR&OWNER ' _ .. BLOCK/NAIL ALL BUTT JOINTS SHALL VERIFY ALL SITE CONDITIONS AND ALL ` ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP INFORMATION ON ALL DRAWINGS IN THIS SET — — �" . &MAKE CORRECTIONS AS REQUIRED AND/OR CONNECTORS REQUIRED: PLATE&SILL-7/16 MIN. THK.-NOTE INTERIOR WALL PROHIDE METAL SIMPSON CONNECTORS @ALL SHEATHING-SEE FLOOR PLANS NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF POST TO BEAM LOCATIONS,POST BASES&ALL I- FLUSH FRAME LOCATIONS,CONNECTORS TO BE ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS SIZED ACCORDING TO POST,BEAM AND RAFTER IN THIS SET DATED 4.30.13 SIZE REQUIREMENTS-INSTALLED PER MFR'S. w �y - - - INSTRUCTIONS. OLSON DESIGN ASSOCIATES FODI DENNISPORT,MA.02639 508-7754300 email-olsondesign@�rizon.net RAHILLY RESIDENCE 682 RIVER ROAD MARSTONS MILLS,MA. r 110 M.P. H.WIND CODE FASTENERS e D.O. MAY 28 2013 5 BLOCK'G. EA.SIDE OF 6X6 THREE RAFTER SPACES 5/8"PLYWOOD - L50 EA.SIDE � O - ��^(�' 6X6 L2X2X3/16X6 — � O 1/2"PLYWOOD 2X12 RAKE " HH6 ' DETAIL @COLUMN / HEADER 6X6 STEEL PLATE 3/16'X4X4 SCALE 3/4' = 1 -0 � OOD ©COLUMNS DETAIL @ COLUMN / HEADER END DETAIL @ COLUMN / HEADER END DETAIL @COLUMN ROOF SCALE 3/4' = V-0" SCALE 3/4 = 1 —0 SCALE 3/4' = V-0" 2t` REAR WALL COLUMN / HEADER CHEDULE SEE PORTAL FRAMING S DETAIL DWG. #S-5 ,;4 A — (2) 5 1/2" LVL r,lll .I a B — (2) 5 1/2" LVL VERTICAL HEADER PLUS RIDGE (2) 5 1/2" LVL FLAT—ONE ONTOP—ONE ON i II; 1_� l II I u ,I, I I,I.. BOTTOM J r' (l'll; 1 L a i r'—a- ECCO _ C HSS 6X6X / ® ® -P 13' I �,I I' D HSS 6X6X1/4 ��i li ,. - x � i - "7 1 6 X 6 COL. r FT �rr� �_�= ,i :,t � II r p a I L� r. — =, E — (2) 5 1/2" LVL OPENING I ---' �rl- I I r7 .I1'�j f I( II- r `�' ------ . ,_I'..._._- I _ __ _ __ -- F UNUSED I,- I I,.. S I_: l a 1i ® I —�I p i'L i 11 ..1 I .. J _ DETAIL COLUMN RIDGE l,. _ @ / L--T�a Y L . , rL y'1 r�' r l r G - (3) 5 1/2"LVL HEADER PLUS (2) 5 1/2" LVL SCALE 3/4' = 1'-0" i k_ FLAT—ONE ON BOTTOM —ONE ON TOP T H — HSS 6X6X1/4 4.. IT il l ' '1 ,I I�.. ' 1 a- l JIi1. r1 j l'�1r.�r.� rl rY .1 __ _ _,.;. , ;•, J — (2) 5 1/2"LVL io'-o^ r-s^ ' 6x6 COL. 24'-a'-- 42'-0"I K - (3) 5 1/2" LVL ------ O�4y I L — HSS 6X6X1/4 STEEL PLATE- REAR ( NORTH EAST ) ELEVATION <ErvG�NEE• 3/8"X 6 X 12 OLSON DESIGN ASSOCIATES 5 SCALE 1/4' = 1'-0" OD DENNIS PORT,MA.02639 508-775-4300 email-olsondesignwedmn.net (2)5/8"D.X 4 RAHILLY RESIDENCE EMBEDDED IN 682 RIVER ROAD EPDXY ' MARSTONS MILLS,MA. FOUNDATION REAR WALL COLUMN FASTENING DETAIL @ COLUMN / FOUNDATION DETAILS&ELEVATION W/COOS. o,•.•�: D.O. SCALE 3/4' = 1'-0" [� MAY 28,2013 S v(L) —AS NOTED ALL SYSTEM COMPONENTS SHALL BE NOTES SYSTEM DESIGN: SYSTEM PROFILE 7LEGEND MARKED WITH MAGNETIC TAPE OR ei s COMPARABLE MEANS FOR FUTURE LOCATION. NAVD 88 GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS SC 001 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS AVAILABLE X 99-1 EXIST. SPOT ELEV. DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD TOP FOUND, EL. 72.5' FILTER FABRIC OVER STONE 3 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW 71.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 68.0'-69.0' Z rye, Rd NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 99 PROPOSED SPOT EL. SEPTIC TANK: 330 GPD (2) = 660 PRECAST H-10 BLOCKS OR TO BE AASHO H- Q THICKNESS REQUIRED RISERS (TYP.) PRECAST RISERS TH1 USE A 1500 GAL. SEPTIC TANK .w. 4"SCH40 PVC 2'0 4"OSCH4.0 PVC MORTAR ALL H-10 ° t _.•,%TEE PIPES LEVEL 1ST 2' �ENDS4' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. (TYP•) INV'S EL 65.5' 4 SIDES 66.3' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH TEST HOLE �' °° YYY N*69.0' p° '° 310 CMR 15.000 TITLE 5.LEACHING: 10• °°°°°°°° o°o°o°o° ( ) 2% SLOPE OF GROUND '•V' 6$,50' TEE 1500 GAL H-10 ®�® ���t_ E_ �� -�®®® SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD 68.25 SEPTIC TANK u u ° °�°a°°°� o�00000000000000000 >°°°°°° ° ° ° ° ° ° ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0 0 0 0 0 0 0 ° O > ° ° ° ° o 0 0 0 4' UQ. LEVEL o o°o°o°o°o°o° °o °o°o°o°o �� �UTILITY POLE = GAS BAFFLE ::; ° o°°°°°°°°°°° °° "' o � ���oa®000 °00000000 BE USED FOR LOT LINE STAKING OR ANY OTHER a adocus BOTTOM 25 x 12.83 (.74) 237 GPD ACME OR EQUAL o 00 0 0 0 0 0o0 000 ° ° o °65.77' 55.6' ;°o°o°o°o °000°g 63.5 PURPOSE. e FIRE HYDRANT 1 TOTAL: 472 S.F. 349 GPD 6" MIN. SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Wakeb R NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING O O O O O O O O O O O G 12" MIN. INT. DIM. 000000000000000000o0o0oc 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. USE 2 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ^ ^ ^ ^ ^ (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ( ) ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND WITH 4' STONE ALL AROUND 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25' X 12.83' o PERMISSION OBTAINED FROM BOARD OF HEALTH. tefshed COMPACTION. (15.221 [21) *THE INSTALLER SHALL VERIFY THE to10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFELOCATIONS OF ALL UTILITIES AND ALL LOCATION (1 F ALL UNDERGROUND AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY NO BOTTOM TH-4 NOT TO SCALE ( 5 % SLOPE) (7 5% SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PORTION OF SEPTIC SYSTEM MA REMOVED 5' BENEATH AND AROUND THE PROPOSED APPROVED DATE BOARD OF HEALTH ' FOUNDATION 10' SEPTIC TANK 33' D' BOX 12' LEACHING LEACHING FACILITY. ASSESSORS MAP 44 PARCEL 25 FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE X REFERENCE PREVIOUSLY APPROVED PLAN BY EAS SURVEY DATED AUGUST 3, 2012 (THIS PLAN REPRESENTS A PROPOSED SEPTIC 180.00' SYSTEM RE-LOCATION FROM PREVIOUSLY APPROVED 3 LOCATION) S 00, TOP BANK A T CRAN. BOG 35.Oo' TEST HOLE LOGS ENGINEER: ED. STONE, SOIL EVALUATOR WITNESS: DON DESMARAIS, RS �977. DATE: 11 -08-06 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 13729 �r M ��� �W t�� Z� ELEV. ELEV. ELEV. ELEV. ' " 71.5' „ w 72.0' „ 4 ' - p" 71.8 p p p 70.5 A A A A LS LS LS LS 63.38 6� 10YR 4/3 1OYR 4/3 -10YR 4/3 1OYR 4/3 NOTE RE-GRADING x 2.97 00.0,E 65 6 f i 6 REQUIRED TO MEET 6 B B B 8 BREAK-OUT REQUIREMENT /16 LS LS LS LS 1OYR 6/6 1OYR 6/6 10YR 6/6 10YR 6/6 70.4 1 p" 71 .1' 281 68.2' 64.32 x 6 .2 // 1 6" $ 70.8' W //�x 70.25 i 65/ x 65.3 ll C C C C PERC PERC / 66 66.8 / % � / I CS CS CS CS i / 67 x 69.57 ya%CONC. 5% GRAVEL 5% GRAVEL 5% GRAVEL 5% GRAVEL 6a x 70.44 1.05 FNDN. TOP FNDN. 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 IEL. 72.5' 7.35 TH 4 7.o 144" 1 59.8' 144" 1 59.5' 144" 60.0' 144" 1 58.5' X 7.84 OO �TH 3 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND SMALL PORTION OF PERIMETER OF LEACHI FACILITY, �T9j'I'J 'O IN AREA SHOWN, DOWN TO SUITABLE SOIL LAYER. EPLACE L x 72.38 54 / WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) \��P / TH 2 / 7.77 O / TITLE 5 SITE PLAN OF BENCHMARK: USE TOP FNDN. ELEV. AT 72.5' 682 RIVER ROAD MARSTONS MILLS PREPARED FOR OF Mgss9 I ® �/� /� DANIEL cya 7oC'� DANIEL cyG� �4��OFMASc ,l�rlkMgs � T �JAMES RAHILLY OJALA OJALA ° DANIELA. DANIELA off 508-362-4541 CIVIL fax 508-362-9880 N0.409g0 OJALA OJVIL No.40980� CIVIL APRIL 10, 2015 I downca pe.com © oFEss� Q °Fess� P� o Na.46502 No.46502 � • • �N4 SURNEyQ C SUR�Ey� � �t�° , , �FG�STrcF'' ;� ,� , mown cape e47 IMP& R.0, 18c• Fso ���` �SS�aNAI �r i SCale: 1 = 20 �ONhL civil engineers � r land surveyors _ ®®'115 0 10 20 30 40 50 FEET 939 Main Street ( Rte 6A) f YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. >3- 19D I --- u -