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BP-33447, (o � ti lw 7,1 /V ir�i e or L 67- 23 -- A3. 7;.a `MW 2St aj a u QA� T14 23 f , ,42,4 y!CK �+ Ir 7 rC1 G2 J. ;04 �i �z • 33 rr s 3 i �, r wt 1-5 46, 0.33'aPrr�t' 'Mta �d uric/ r { s sz' \ L©;- 23-A1, 2, c 41 Ac, :17 Orr r// 1-4 Ire, sef o,r7 ,{/a Y4 lec(yC. ZOT ;2 Tt-r Troy sf- ad s . , if k L A rU r%' 15 Y ©�T r�?n /S- FILE �� Go7-%/o, ?'- Z3 ,h IIUZzracccz� &1y -roil of Ff o. jiG MIN E,tv r +i 7 i ! 1 N,T,7 ---._ J 2, i �.rvv6 ic? L ELEY f I � Ijj Tt_- Pl r I �3' i i r � I I Ysir,rEk f�_sr ci;;:e �-ti-E`ti r I Dr?IlV c 'rii� F- Y��LrJ y4f? C7Pr�. j _Y L Lr EHCt. LKZ'tt X L>-14FClx, +;.iX>Cal w=`' Zit - _ �Gr '. , tr,,r .r< . �✓L IE`x..'rt'x 1�55a iF7 aq _ — i o `; ,. 1 P w rr E BOARD OF HEALTH INSPECTION N rJ �C Etl _ ; t ti TlL IG �a_ �IrvI M"i A,1 C7 IL)� r(..%bi 4Z:. i'}Gi REQUIRED WHEN EXCAVATED ELEVATIONS MUST f NOT P f N•_,,, ',, , ; cr , Sc+ r: Tq _,L GX c T ' :> H' ti CHANGED WITHOUT BOAR; : Lf f it = .;_ > LJ,r,4, OF HEALTHOVA( APPROVAL This system is NOT designed s� E NcT_. t4r`� F�avtnNY for garbage grinder, whirlpoolc,- w , or other high water use devices. ENGINEERS AS -BUILT PLAN & CERTIFICATION STATEMENT REQUIRED BOARD OF HEALTH INSPECTION r` D REQUIRED WHEN EXCAVATED I �-- �� ---- 3O I Ias-L. y"AID I�E>.F — aot Pvc V'r� iU yv. oo - N, 414 Your Drawing Must Be K4pt'' At The Building During The Progress Of This Work. -- —_-- d BUILDING DEPARTMENT EHc Town of Dartmouth R?_EA w 1 rH i is br-, s� E C, E E K<RVr-1?ED To ELEY 18. i G - NOTICE r - An As Built Survey must be Bubrnitt--d to the Building Dopt. prior to calling for a foundation inspection, or any further constructi"i I v,iA>ti=� I Yz, s! I{I r - y.� R Y (I JfiGGVO �' CtBAVEL �f bF,LCf ILL LEtiSN 1 APPROVED"�`" B04RD of HEALTH Da e i V 1g1 _ __ T GRPCIp. JR' O 20554 TO��I �Ctsi` i f FssroNn�� THE APPROVAL BY THIS OFFICE DOES NOT GUARANTEE THE EFFECTIVENESS OF ANY INSTALLATION DARTMOUTH BOARD OF HEALTH i 1._ (Lie Q-r ::I-E awl F' H s :, Its„ fiDDfLrsS, 15Z ritskf, ?W , r Capped? �� - — - s 85- /6 -00 E FM➢ 4 9 9 t 3�- r � I 1 I I 0 Ac- all cc rz c --fj-- ►. 0 Lor 2-3 A� o /r�d IV M WELL I � j � I o y7/ 2 toCA 4- LoT C, rLha LIN.1 5 OF 1r.WFrLwN0 I I i 1 400 � L'ar�/tw .1 III /G71j 1 j j 1 - L3Ac / ConsEL�pi�,oN G 8H, F1.3e jj N it I l I � 'I 2 I 582. 2.8E 4 52V- I - WPIL 331o9 I 5,T, /%% '- .. / 4-" i I c i ,/ CD Ni yt � ( I �iESERVE F1�tD i ,� , ��� 1 '�—� � / i + 1_or 2 3 1eL, Ac + wsu 1 _ wkLL 1 I uFFE 24•0 •�l 111 M1 j/ I i °frn 5 85-Z�,r4e M o I I ` ry Z 07 u ner FN0 i I I �ry TES rS I-'ERLo µoN \ r. N r/4119813 1 F Y R 11 ' I I''{ {f M1N, S�J D6PTN WT 114 1 1 1,r /0 MIN 6 f x �. I WT it I x I I 1 LoT 22 I 1 31 4, 5 4 A C �r 3i5t@ 31,1/N N N o R -r +-+- r 1"OS' @ 3 GAL./Mn1 BEZts-roL- CT% 'RE:c,. r of y�a�DS MQS. A WE SSEt- 544ApL6.,Gri Ave, (974 —I L,, tY $ 9 4 -PAI c- 00 I WILL 1 Lor 7 rn ' 2 a, s'ohL` /. TZST._./k_' �INGIfi i2ES+DtSttGEI$1 J71STP+cT ` �, 11 `w1T+1 15o' jmROMTAcF- - 15VH& A 5UgDIv(5roN or sJJS Lo'Lz3_.-1'1-1►� 7 ao17.3$0�s RL[R ,1 PLANNrN4 BoA2D APP4tOVAL 5 N0V. (c{-) 1�7\ 1 3 �DARTMOIYT4, •PLANIN+NL. BoAkD V-AQ+AmcE OtA LOT A% 1 ._GRANTED Oc.To 15 EC 3'� I97S _ I ' W 1 I 1 N 09 13-It5>✓ I FN1D. By ,,. agu— ——585.3�-zTE — — — - -- ---- ----- — —=---4>--- se-_Z5a I t `j. 4 1 �IeT ►x➢% , Note: Boundary markers established in the field on Mishaum 3a.9o' 8 Point Right -of -Way by Ray Sowthwick Engineer. Calculations and drawings of lot 23 Al on file. Artesian well located in field b a roval drilled b I I[- o° 0)Y .1 PP 1 y Roberts Wall Drilling of Rochester, Ma. depth 405 feet yielding 3 gallons per minute. Sewage disposal system design, on file and submitted by Gracia and Potter Engineers of Westport, Ms. Location of disposal field and reserve field shown on sheet No. 1. LoT• 2a 1.°Jt-AG 13G.9z 1-?o LOT S C- HARLE S F. LIMr7E.R G- Auc, • 26j /77S' PL.A 4 a 136 r A G Q 3 $WeD,✓rSIaN i P��,H 8 RAVM.MD VIdAISe-(', / Noy zar 1 944J 50ur►1-Rf41STaY cEar, rirLE "9, a 364 'R6LOGA"natq of RIC-"t ale way Rl G11 Af0 5, PIF rtt< r,4-% 5EPr . 1 0) 19 gL Q v. o I �ora�s ao 4 .yam c L,1rle, DR1t� I-{ati ' Foe YOUR DRAWING MUST BE KEPT AT THE BUILDING DURING THE I PROGRESS OF THIS WORK. BUILDING DEPARTMENT l Town of Dartmouth f I NOTHCE t An As.u!!t S:_:vcy must he suhmLt a C D--i':ding _ Dept. pa irar to car%-.g for a foLndation invpection or any further construction - �V\• O MO11. �f + Na; 763 � � A a.oatox, t t :1 Yaiaa. JAMES C. HOPKINS ASSOCIATES, INC, ARCH ITECTS MISHAUM POINT RD., SO. DARTMOUTH, MA. FILE NO. 88o5 PROJECT NEW H-OU,f!: J VA hN 4 Lee rH N%A So,y [%15 4AU►% izoAn o, n2 SHEET NO, SCALE Y6v_110` DATE t��y Z- $g TITLE CoMPosIT -D6ED D�car+7ZtorF54t,�.ND USA REV, AUc-,3or1g8' z -vit1 1 'k' kfj -Site preparation shall include the saving of trees tagged and i! by direction. Saving of vegetation along the south and Oorth property bounds+ and in the buffer sons, between the wetland bound and the clearing for the disposal fields. Brush add I ' 1 1 i + boulders shall be hurried as practicable. ( l { } + j i 4c . •,� Sp' i ---�- P� OF i a t�4 2 PC YAW 41 : R ii *i...' :P. • { r• G.a • ....: .. n :.4 :-e...y .:..F.+a::A..a 4.q.5+ s.. '�.` ..^>'M•. a. � �. -. `J' _. ,. • . ��Y. .'k .-. '�.. i' Outline specifications: Where vinyl flooring is scheduifled, the under f loor shall be 5/8" CDX fastened with screw nails to the joists below. Underfloor' insulation within the foundation area, shall have 3 1/2" fiberglass batts and vaporbarrrier, or styroform rigid insulation with R r 12.5. tightly fitted. Basement ceilings under the livingroom, kitchen and north wing shall have Imperial Board and plaster smooth trowled finish. Provisions for fire ratings in furnace area as required. r _ Hot and cold water services shall be run above and within the enclosed -insulated areas where possible, or special provisions shall be made for frost protection. Insulated services in conduit are required to connect the Pod with the main house.' x.� _rC 1% NO'.1 i r 3 c�y must be NYi C A M Po s t't' S eG Tl O N L I N E 2 YOUR DRAWING MUST BG a EPT THE AT THE BUILDING DURi PROGRESS OF THIS WORK. BUILDING DEPARTMENT (b \ f Town of Dartmouth NO �n =E " % Cu-- may Must be �3e�t •yi'� tD E:Arx_g�I• a f ©un ation in p',mc°_ n or any further c®-;�yztrIon A AR G•HOpk� � E No. 763 00310M. w �..�_ MASS,, __ _ _ _ �� - ,: _ . ,. � - ,: . ,: - ,;,. ,� .; A.: .. ... :, . � - . ,., _ .. - _ .iFnxs.. a,. ., ss d.« ..s.-.. �.a�,_...,1 �s.ri. '. . ,. r.«.s. -,_. .,....:>:.:.�. .. ra ....ro-.....fF. .-'tr•.s ..,_. �A�ti«1.'aw.. k ,�.:;?. ..�... ... .. „�.v. ,aa ,. .. _.._... .FZ.w ... ._. ... r. �,. A rskt -., xe, �1�.a. ,x .-xa,._. .. ....wa _..z 7...._ ...s. ......_ �, .. ,. .i.`-. -. ... ._, . ...?s ..,_ si .,.. _.. .. si' ,. ..... _ _.. ,_ � •t. .. ...., ..,a r .. _.-. .�. a .. ,a. 9 ...4 ,. _.. ...:a t.. .. .e.. u. _. ... .. .. . ._... �.. .e..s..eLsn~ � _ ,.�.._�.�... a.. yr r .�...s_ .W....� _ar �,f ._� ..wa(c .._�.cw.v..i. .r<. a.3.:x_.. _ ... .:i>..s*.�,.r.,. ,.t ...., s. w_. � / . „ram_ ..... a_ ...,� — , . �-�--�-- w �e .. �: vr.. 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