BP-115,'SLOPE. G2oun40AT 2%/A Iu.
0
woTE : L,LL W t i m1 ^.Jr>
wi-I tAou-' l oo FOOT SUFFT3Z
-EOnaE /nu6T $E 5TAP,IL+2ED
\vt'Tl' 6'"ToP5otx A>;pS=F o
or?_ oTHEn- IzECxuLn'Tofz.y
f GEklC.`( A"T:o
1u54?Er_;e v B-1 P-E:1.ut. tTo,
AGIEtaG'1 FE[=oQU. rz�/nouAL
OF- SILTA•T toU /AEASp2F_S.
IN No IuSTArjCE `,Ho\LLA.�fz,o.o�
SLOC'E E•E 5-TEEPGIZ TtAAN <�
3 NoRt$DuTh.L Tp 1.4Ej2.TtCAL PITC-R.
$u tLD1kiG
•DIETZGEN MASTER FORM 198MF
SC�Vt . 1
I.IoTEs � coiA/aEoTS
P2ov1 DE tuSPEcTioxl
IWLE-TS IU ACCo20
\Vt7R TI"(LE. V. µfa ZG Cou TAGTo2
f2` /AIF! EARTH hti ITS (/Ar DEL5 12542oo)
BACK FILL- 92AV,D@.
At2 vEUT AT ys To %Z'. wASHE'D -_ 1211-
END.Of=6ALLEfZIE'S . PEAS TOUL �'II—C
2GyZ 11 %Z" 3/," To I
\VASNW&SIA i1
ra
E
' u. S'TotaC
BASE IuTo T
C'E2GA BLE I
/AATEfl tAL 4.0
r 1
nROF1LE VIE\N
HD -Zoo CI w—rACTtarz. SCALE: I"=to' 4 �
Gow rIC>ui2ATtort caEE
6
N T Tz2 SCALE
\ LOCUS /CAP 1 2000'
-5 3 (Ocpoerz ILL , VEGE.T.4TED wc-7 /,_*Jc�
' t / o.�f_1riE.A'Ttol.+ 8`( Dn.nTiAovTµ
/ P20VIDE ISoof HA`i BALES 4 ' Cat, r2vATtoN Cc�/�VS81or t
SECuMED W tTR 4A V RISERS. ` -
PLACEStLTSCa-CFMIA-)C,o t UP LA,Lt
-� FAST SloE orR^Nt BALES. `
,LI H15 IS TO RE UoArE PfZ1arr. To
AuY Co.a5TlzucTto+.1 A*a17 /�luST
Be IN5PECGT'ED Wt TNL-
' Cor-1sEKu/-•Tlo.a'Ca/A<AfSSto+J. -
31
/t r& s6. - u�F ,u.urt QF_cv i= Cvrr..±=..`., <c•
/A4, n q l,,,c'f ;+i /h� PITCH A\VA`f FRO/A \V.6,k v
i
o°AT %u
cv ouT cELVtIz 2/nI PiTC4
\ 4
,u A1T1 L 2 F,L4L.,nE IS
ENCOu1JTL`SLCI> CAT Et Ev. Mot)
C r20VtbE
� _ - _', o R. oTIlE2 cove ti• To f"t_Etecr_:`c'
zOo.?r' wo,A.CtAvITY o�1C, 1, E[2.o Sf4 u.
LEAC W t Al G TrZEp , H (` `35
/ WITH COMTACT a5 r—�\
Al2 oo' [�u FFE, r-
/ VZQT
-- �a7 tom-__1at IA�rr4
X
". _ r
!. _ c` _
T.P. N -'� . -cr- „ I ,� 1.DD1T_ 1 -`{� '' / ♦a:. Z ,�_ _ - PAfLK• Fog CAf25.
'O 125o 6ALtno-7CJ �t?� D!�CtL� I .9
f
ELEV
a
to cf /fit \ti Fou,.IgATlq�l
/ i �� Y/� \V EIt: — J , �i \\ % _I N AODI
C • y B E W C H /A4`K_: ro R 2KE .5PISET
L �Gr,T lo.� D.p�\V. TRAY. DISK 8Z 8 ' ' I , �f .. , _ �. 3� U P 3Z/'
ElE`/ 34,8' uGVD. ELEV =42.10 NGVD
/f �'' ` v'. -h.'--.-•'T�;d.9`�.M'- 20 (Emo sTouE \vAut_) —i-
bc
Lk
38 3 t
it
_ , t \ 37.'-•� \ RDA (pue LuC- VAQIAPLE cvlca"j'µ)
09 -
,. r
�` IJOTC: 1:fo OtHc-�', SUEtSuRCAGE PL 'T PLA ..1
D15FxAt.. <v_.-T=J,IS LOCATED cep
wiTtllr,t too FEET oFP2.oPa5e0wELL. LDT GA- PA2TOF/AAP9-�T34 i, ./AA$5 DE@
Awu , No a'THti:r;. \v ELLS L04/?4uD SCALE : I" = 30' - - �. ��„ �(� • 0 S i'��
wt7Hlat too r-EEToF PC'_>JroSFD
SuBSutt.F .cE TS,SP to t SYS?E1A. ) UTE " ALL Lo-T DI /ACntSIorJS A"Cl ESC-%QI r-tCn5 Flo/A
. A 17L.AN Pt2EPAQ:ED F0f2 ^12 4t.1DrZEW Fe0tZL1E5
DATED. 4-ZI-92 K'y DEFEo ♦V.41T PA2E� IuC.
BOARUOF-"FALTf+ PRot=E55famAL fLE6167. RAYvMA/n /A4554cNvgETS.
BOARD OFHEAL74 CO/A/AEW75 I STA/1P STA/A%� 2EVISlow:4/4/92'A,00 : ft-WOACTiv1TY'fOtaE"
uO-�: HauSE 2.2 'f,
AJ40 PA\/ItJb1 1.5 %
ACCOLI T FO2 3.4
OF LOT COVEIZEC5
INLET TEE
t FLo \v
PLAQ vt E\\/-
144-200 Cca1.J TACTba
c 0 ki F 16 0 QAT 10 w
P2ovloE
ACCo2.D WITH u r
TITLE V. $C4LE : i =Z400
4
6 s
4
� x
PRovIDE 3V* 'To l/z th -
\VASNED 6-,Owe o�pl LOCUS/
A2ouuo COt4T,CT42 u.jgt ,
. NE.IS
ep2 -
{
SU55URFACE \VASTE\VATETL 015POEAL S`f5'TFA,
LOT (.A ( PATLT of /1,a.4' ^, - Lo`T 3l) J 0 R> a Ro 4D
jig RSS' SCALE: AS 5HO\VLa IAPPROVED BY - DRAWN BY T• P. J.
0
�2 iHOM DATE: //,A 10 a'2 - -
3' PAUL
o JACKIVICZ, JR. -"�. FO2: Alkj D2E\V I? ?ut'.0E51 2Z ,)o P.0A)J 2OAGi - -
9. 27114 �p Q So. DrarTlr.Q% T u /AA55.
fSTE•� \�'' CIVIL. r c:- DRAWING NUMBER
NAL
Fssf alb 'TNo/t.qS .4ul. JA,Ck,NIC�.i Er-.thl1-1 _c.� -.
F.o.F.ox SG., //.�Tr•A:Ao15ET.,/\F e\�'.. l _, {-, i 2/2
TEST PIT No l
ELEV = 29.SI
31
30
G20uuo
Zo
TonSotL
8/2A.8`0
26
-
SUBSOIL
-
2i
..
zs
i
Z4.43 807TO
23
lDA2.
O
Snub is ^.,4UEL
GoCBLE_,
,
4
I
- GO �
I�
IS
�I
J138�19.oI
V. .OF HEAL " 1VAV.'NFU^E250�J
(�t,JEEIZ. - P .)ACKlv,ct
two 1 (29.si)
SOIL: O-t_i COMA
'3""-`tZ"SugSrlt_
`t2" 132
Io .vATt2 � 138 •.
low r"tuE Avl>
E o57 L4S4,L744 : \v •J. }:r-;.1:` So
ENGIr,IEEP T. .-`.4C. Y.fv1C?:
-7r )IJO.3 0!c.10 -mA-.X G,\V.T
SOIL : C> � `f(," LOAM, ' SUFSCIL
4c`_ 13Z" Gzti;oy G2AUEL
wlTµ 2e00LD<_25
\VA-,EIZ: AC?UA.L AT I(.a"
AT I1�„
SOIL r,)ZaCl. DATA
FINIS +ED
/GRADE
L>Q
ToP OF>-� o i 4 d CAST !Rou
I . J 1.. 02 SCH !i0 Fv.0
Pr<evloE Ala VENT ,a T EF-,o
TEST PIT WO? TE51 PI-r M33 -]WISHED GRADE SLOPE AT 2/1 /Aiw, 0F72EuC4 W ACCO¢D
CLEY=33.00 ELEV=_30,10 �'.\V.r\ - ,.� ,(- \v I'(ti TITLE V. -
G a.ODUD .;a2OUF1p � -
a., / O.tO�
3� i
Low.. AA, O•'(J3,00� - l {F I:
� 7 v li
g"(sz3s; - `! ILTI�T EIEVF:. �. RESE2VE
,IAzEc 74BACK
FILL
GU t c p IZ5 8�' k x4Z.1?
// I vLOA/ACAP ALL EUDSSUBSoII BSO?L
34 - 28 wo STDUE I"lli ' E.uTSET - :
o1.1 G" BED of 3/Lt"-Iyi GAIIER�( WASHED PEASTOWE
30 -- ab (30.001 ;} \VASNEC>
SWToAuSEHE. r �No l25/ " $ .°_.°STouE-° -o�-
T
2" 26.02
oHD2oo
29 A2ovkJ0 GALE2'rS AS PERF. PVC�PIPE a0O
01
8 IQ
11
i'y'AEI> SiOIJ iu, op 4o 12°°4a_�-_o_.I
ceAasIt :O?° 0oQ1_ �i o
-1,-S-9.IIF
Zs SA 1,1 ore o 01-5 ,l
o Gi\3/4SH-I00 y_T°
t.2E4v'ne�D, OG E VVASHE0 STOIjE ° G ZAQEL,
CCd S .43.
CovLDEr.s I It_o 4' a LEvF_L NATURAL BED SASE PdovIDE CUL.TpC DI PZC
•, 4r 0 HD 200 GALLEr 1[;:5
<' (II'z T "oE=+= Auo 6„
25
i A?JuSi - OF ;/4"TO l � 'WASNEb
TEp
Iba !z4.001 1 �� SECTIOM -T4R0001-4 LEACHI MG TREKICH s7cuS Fay 0utF�5CTIV,
I'uD�
`4 ---- NoT To SCALE' EPT of I -Syz.,
23 ZO '
�� �oR«fLVCC lI.D2 � LR / i94ij. -
^.2 tC2 (Z2.aoj
{ I 0'- O' '
2t I to SEV, ZYPICAL SYSTE/A PROFILE ---- -
12' A.x - -_ `1- o -I 5101 - - - -R - -I GROUT '- SEE
/
- - ,4CLEANOv-T COVE i! GENERAL MOTES
INLET 'OOTLET I_ /
A- O ITL �� -- 11 1 �/r IN LET
f t 1
ELEV = 34.00
y BEDR00%t TV °
r
5EU 2no.+.� /_7 !10 r,ALj?D «- -4yo ;^
+
1i - l0
�,U
O
j PRECAST SE PTtC iAN K 6 (I I I
=LoV G 4...0 uA1_ X LL01J
5- deo �A s
USE i25ot cLLouS >6C,0 ;ALLCu6
1
P2ovIoC INLET
's
1 ROTOp_.IDO op EQUAL
- - - =
AND out LET
t
'
'T'tES IQ
PLAN
^H iS
s
- !0UI!1) LEVEL P_p
I - --
3 L t%i <�i Ali tiT,E4
q"Co
w1 TtTLEv.
_� o
°
3n
j
T'(PICAL SEPTIC TANK
-ENGINEERS ASBUILT
C A I :.
PLAN & CERTIFICATI01
07 r STATEMENT REQUIRED
:..
LCf>lt:.SAL
.G, T
..�
---.J�•• -..:._ __-�.�
,
'COYALS tirrti tom$. 1gW,t �c3, t 1=77-
J
-- I
AVA-TER71GuT SEAL By GROUTIUG FOR PIPE5 IEAVIti:G COtiCRFTE STRUCTURE,`., I
33 b.?=5056AL.LO ug
_ _.
, -_- 2
WASHED STONE.SHALL BE FREE OF IROL1, FWE iJU �,; -1-TER
S, $T, A• DGRGANiC /e,A I P I
soSGk.L :'
j +
^ 3,
NO /AODIFICATfO1JS tvlTHOuT APPROVAL OF ENGINEER AND BOARc or HEALt+.
� �
G i J D
Cl/
Z
--
-�-� 4
ALL CO/A PONENTS TO BE INSTALLED IK� ACCORDANCE wI -( TITLE 5 o F T; E STA-1
I
T- L
-_-
_ _�
\ 5
EIJVIRaM/AC-QTAL CEDE AMID ALL. I C.AaLE LOCAL BOARD CF IiEALTFL Rlll L. .._:_:. -
ALL ELEVAT10N5 6ASEb cv AbA TUAn of le)aoo Oft IJO+vC> (TR.Qv tDISK 828- 34,89�
z 4 I tLET G
THE SYSTE.n SAALL 8E r.:SPECTED wH.Etil LEACuINC, AREA IS CO!nPLETELy
r - -
.
EXCAVATED AND AGAIQ \VHE1.l ALL COPP0QCIJ75 ARE !A1 PLACE COF T Ac_rhF
SHALL FJo"( I P THE B(3ARD CF "CA, T4 \V HEIJ
ELEVATIONS MUST NOT BE 'T u0 HEAV Y EQUIP/,,,ENS- 1S To OPEP,ATE OVER -THE LI/AITS 'OF THE S`(STE//, bURIF,1G
CHANGEDWITNOUTBOARD 5'DIA,AETI Z tCAS l Dt:iRIBU (ION ANO AFTER THE COURSE OF CCNS7RUCT10;,j o�THE SYSTE/A
ONOo oREQuAL 8. ALL PIPE 01NTS OF -(HE Hu1LDIUG SE\JFP, SHALL BE /AAOE WA F_Ri1GIA
OF HEALTH APPROVAL OUTLETS\ 9 ^2 \v'ALLj ALL SHIPLAP J01N'TS IL] SEPTIC TAMK TO BE SEALED \v1 Tµ }j;-:,JPRE n_;F `.=ASKS-rS OR_
2,. ASPHAI,Y CEiAEAJT.
STRUCTURE TO HAVE CAST IROrj OR CO>JCRE'TE ' 1 4 INLET o A Ci,FICA-TE of CO/APLIAuCE AS ISSUED 8`' THE SOARO -F HEAL_Ti4- /Au5- BE
/_COVER P)U!L-T UP \v1TH BRICK AND /AoRTARTO �I --- I\� }/ 1 OSTAiFIED 6 (TkE C011jRACToR UFou CO/tPLE (IO>v OF TatE SYSTE/A,
\v'THIN 12 'NCHES OF FIUISHED GRADE i I KI AT ALL POINTS of KUIERSECTIotiI OFwATER AND SEWER LIr1E`;, CLASS ISOPRESSL?RE
j ♦I/ / �� I t5 PIPE SHALL BE INSTALLED FOR Bo-[µ PIPES 10 FEE7 E1714ER SIDE OF INTERSEGTtON
FLNISµED GRADE SLOPE AT 2%//.lu Co el al B f 12. THIS SYSTE/A 15 uOT DE61c kiED FOP A '-AROAGE. DISPOSAL U"i T.
FIL115H,.D GK.. D
OvEP, Ta!vw. =3Z,O- FIRST LENGTHS
33.o FIN."jHCC 12..
TO BE LEVEL GRADE 29.5-3o.o
P IC SPEC OtJ OF SEPTIC TANKS SI-FOULD BE PER FOR/2ED
PROVIDE
SECTIOI,1 C-C -
tJoTE ERtOD IN TI
AM vE"7
ANNUALLY TO DETER/AINE LEVELS OF 5Cu/AAuD SLUD6E ACCU/AULATION.
F
R
C NOT EQu12ED�
/AOST TANKS SHOULD BE PLIAPED OUT EvERY.THREE TO FIVE `{EARS . -EXCESS
g�r`rVj'�,0 us
s
4
S
�?�
-
4L DISTR18UT10N 00X
SLUDGE AND SCLI A WILL DRAIN INTO THE ABSORPTIOIJ AREA AND
THO
o
CLor I REPLACING A CLOGGED DRAIQAGE AREA 15 EXPEIJSIVE AND
cAu �^
J .J-___-_._- - E w
o �2�.30 to � i��2An.45 � ' ,� J06 off` oo
o ]ACKIVICZ, JR. y
CCLLA2 1250 GA.LLo>� -
FLOOR, -� - 'I ..SEPTIC _TAr_tk
107E : $A'TH (ZOO/A ItJ
B,4S'E/A,EN j- EAIT
D%VFLLIM6% buoE2 FOOTIkJ4
�6 0o a " Oo 4 0 1,107 TO SCALE I t /AtA`( BE AVOIDED B`( PROPER /AAINTF_uAUCP,.- \VAT ER SAV 1"& o
0 0 0 27114 p
° O o 0� -=- '-89- FIXTURES ARE RECO/A/AEWDED TO EXTFKID .7HE LIFE OF THE DRAINAGE
G E D N AREA.
�S ao a o 0 0 o OFFSSIONhl6\
4 DIST BO
(HeT R-EQu12cD� LEAC41MG 1REWC1+ - p LEACHIIJG TREIJC4
zs.a9 _913.C_ - LxIS-'tr.1G GROUND \vITK
KCOTAcTom SUBSUPFACE WASTEWATER DISPOSAL. SYSTE/Al
1012o JISNED �RouND ® RESERVE AREA tp?�A(PArzToP �naP9-Lo�31� J021 2 n oAt�
BE JQSTALLED ON A: Cc"TAC-i02
LEVEL SABLE BASE P71C TAK.IK CAST IRO>I SDALC AS 5H \vr-i DRAWN BY
p APPe(7VEU E3v \
o. STR 16U71oK i Box 0 \VELL /Aj�fo 1992
AND PRov1DE e-LE4,N ODT - „-., m ? r: „1 5E Rv Onre
g� g �! ATIOJ:1 HOLE �.
TEE 1NACCO2p\vKTl� - ��,?[r� , c afE.'i G,�Ii} FOR: ANDIZCE V P, UUIZIJES122 JORDAN.?LOAD,
TITLE V A.No LOCAL TYP IC A L S`(STE//\ PROFILE - n ,� ,�. 9825 ')E iQ VERT ELEVA7101.1 '� -
� Sou'[u t3nA:2T/ROuTH /PASS.
PLt,/'\R)NG, QEcauL,aTION+S
N o-T ?o SCALE
€:I EJULE 40 pvc. PIPE A
SCH- 40 F.VC. PIPE BY:TH01KA5 QAUL.JACKIvIc'i CIVILEr.IG1*1EEfL Ra ,tiLI O wltic vel "
PO. BOx 569, /.A AT TAPOISETT,-AA65. 0213g I I%2
, SLOPE GQOuND AT Z o /\'),
L1 r.Tr 7 oe:+LL fT 1;i F`•i?lslf> \VI T HnJ AVM
\v lT to 00'T l OO Fo0 j S u F-FEIZ
aoA.)c /A vST BE 6-rA P,I L 12. UrD
\VJ'fH G"Torl!5011-
tasty g,.c...D
orZ UTHFR. Tze6Ut�/,'Tp2y
AGEIJC-( V EgV%rzE//EUT Atio
lkj 9're✓TED B`I D'E6'w-i-,ivr -(
A,&E1JC-j BEFbQ-E P2F' AOVA L
DF- /-.ice( 51LTATI01,3 /A EA. SUrZES.
IN NO I�-5Tk,?Q( E 5V4,6,0- A 62C.DCIZI
SE 5TEePFEz TkIA•N Al
3 No2t�ouTt l To I vERTIC4.L P17C-Fi.
SCF1'"G . 1
This system is NOT designed
fo'r garbage grinder, whirlpool
or other high water use devices.
BUILOI QG - DE PA QT//,EN
Nf
An A, f uiit &1:vey rust be
su'binht-Ci L3 th�- Building
D-opt . prior to calling for
a found tion inspection or
stay further construqxion.
S f Co/1/&EuT5
r/ p,oved %f
uilding (Cjmmissioner
Place"
s \
S, C ii USE
Yz OL2r DTaVrll� f4,ste N
A' The Oel€cs+�i� Ur
AL''-
rod ess Of his vlorlt.
--.. �.
PQOVt DE INSPEC•Tloo
IWLETS-
\\f;7A -T V.
I-1D ZO Cc U TACT62
IZ /Alu CA Tµ UtJ I TS f ,V2 DELS I Z 5 Zoo)
BACK FILL- P9-oV1DE
AIrZ VEu•T A.T Z-4 y8 To %Z wnS v:Ep 12_ P I1
E1 0 OF,A GLLEfZt5S 1 PEASTo �E -��
0 VL'� 3/4 TO 1
, 6'wASH E O
' STotiI
BASE iuTo
PEZCAF3LE �/ I
/AATE2IAL
PROFILE VIE\,v
PD-200 C01.ITA C--ToIZ
COW f-I&U2A-T\0W
, P... -� 3\
V"S
-\ oF�^y}1 c Chi rE \\
1 0�- �,, oo f•'C•
�yCF 4�
,
S\NG
i
to
NO-T TO SCALE
/AAP
/-
g
PROVIDE —L/ 'r-4 1?vC.
INLET TEE
I FLO \v
PLAt-J VI E\V
HD-200 C0Q TACTo2
CouFIGURAT101J
Iv
PRovIOE
—AIR VEMT. I
Accorzo WITH
4B'* TITLE V.
P2ov1oE /y"To 1/z
\WASHED STOUS
Arzouuo CDWTACT02 uNrTS
SCALE : I"= 2 t 0 '
SCALE: I"=10' 44 z
\VF-T ..1 DS / \
5 B 8020Ef)„-11•.IG VEGETATED \v L,TL.x%T.J E7
LOCUS AAP I"-2000'
L� CV=LIKA2.Vh.1O" BCU/A.r'V.SSIO1.1
PROVIDE ISO of NA`f EtLLES
SECUrZEID \v ITH 6AX rZI5ELS. 1
PLACE`51 LT 5 C nC17-, A.i 1PJ6, 0" - UP>LA. 1-1r.:>
El.ST SIDE of HA`t BALES.
HIS IS To BE' nowE P(Z 102 Tb
Au`( CO"5TlzVCTl0r.s As r. /AvST
SE IuS PEC"T"ED B`� TIME DAT.�'JnoU H
CON SE2`e/-."TIOrs CO/A/v\1'».SiOw3.
PITCH A\V.aY F20/A \V,b,LIG
OuT CEL\I\r, AT 2%/AIA.I 1�1TCt4
U UT I L N AT 0 FtA, L 5 Ln:"E IS
ENGOVJJTEtze'CA (A-T ELEV. Z6.0t)
12' O 1, O rrz osji O e A. r? " l: - •' � E / , E Loo/A S� L�
o-174erz, COvt Z TO PizEVeC0.:T ER.offi IO N.
.r1
I'
7QE1-t ,H
CLI
5o=�tE. rFUT b'�
7 P 140 Ol '�A
ADOCT
- 1250 6ALLOF.I IS' - 6
SE CYI C TA7.t IC
I El
L1ff-`:,L�a'
FENCH lAS. +•�-.'.-�'
_ ' - 10' \
o
t
�
i
D.P,\v.'TRAv. DISK 9z>3
\
ELEV 34: 3 tUGVp:
I
_l.__
\V
::. O
NOT!_ : UA O i �. 1, .f. SuRcur AC E
LOCATED
\WITIJ 114 !E T O F PQ.. P05 E D\WE LL.
Au0 Ne Locr.-rECI,
wIT+ilaf lo^ r-ec--oc pG.p:'o5E°�
- Su d`•ue,-s-rF r,SP<,za.i SY3T �,I'A.
IJOTE' HOUSE. Z.Z• fo
AKIO {7A\Ilu(,I 1.5 °ro
gcCoum'T F01Z 3_4
OF LOT (26VEQEI775 .
3i.36 \
1 3414 _ -_--
LO-T GA- PAR70F/4AP0 -L40T31
SCALE : I" = 30'
BOA R6 01- P EAL-n+
BOARD OFHEA.LT14 Co/A/ACM-TS STA/4P
TIIE APPROVAL BY THIS OFFICE
DOES NOT GUARANTEE THE
EFFECTIVENESS OF ANY
INSTALLATION
DARTMOUTH BOARD Or HEALTH
VED
DOARD of HEALTH
tre 7- nl_ 4,�
j OWK of II'ARTIZOUTI
PQOFESSIO14AL REGIST.
STA ii o
APP oX L� *I _-'-
lo' C 12CULAl L�r v["\w,v
Pnr� r. fI :x FoIZ Z CAIv�.
AOPIT101_U:L b. /�,..
9q R 2.5PIKE SET
U P 3Z/3
ELS v = 4z.lo N!,vD
_ (ENO STo UE \VA LL) --p
ROAD '
�PuP,LIC- VAQIABLE \V1E>TH)
3�.
G 1�
l
PJ67C ALL LO-T DI/CEµ516r 5 ANo $EA2i�ICnS FQo/E
.a PLAn+ I-�REPA2ED F02 JAR 41UD2Ew P. eujZuE5
oATEc-> 14-21-92 B`{ DEFEO \WAIT 4 PA2EJ INC.
RAYr-INA/A /AA5SACH0Se-MS,
SU&SUPFACE \VASTEWA7C2 D15P05At S`(5TE/A
LOT GA (PAS,-T o1- /AA CL -Lt ; 31) - Jorzv:),w., 2oA.ta
>: e
• s'rP SCALE: AS SHo\Vl..l APPROVED BY DRAWN BY -r P.J.
THOMA yG
PAU' rn DATE: /AA`( 10",
JACK27114 JR. 0FOR: /U.AJDT�a=\fir P. L?-vt`QE-S� 22 JOROA" 2O,6,Dj
9 4i�<„Q So. o.a.LTJ-^-O:sTs�, /AA55.
fors-r-
I��FS'r1ONAL THO/1.A5 PAUL J/i.G1�:IV,Ci1 Clwlt E�.i�yln{1 r DRAWING NUMBER
ava�tRo.FOX 56�, /f d..'Tnfiolsi_;s,i... a. cy_.,,^� ^I 2/2
i ovrn of DartTrc'u
,
DAR T Mi 0 U T H FIRE
DISTRICT ISO. -2
APPROVED
-711
ji
!
I
Y
i
I
1 �
;3E KEYT NOTEC
MUST E �-1.=��.��:.;_.�. � 33
YOUR DRAWING pUR1NG TH_—_.. U /a l V i
gU1LDWGmust
AT THE THts WORK. An As I�•i1t fuwc� be j e
QROGRES®OF.o•� DEYRRTME s is:.4ie$�C� to ttiII^
$UILD?PiG { DQ[t�-0 Dept. p-rior to car lg for �{J�
Toc.m o
a foundation inspection_ or
any €umber c0astruc'ien-
P�QJS TGD Q-Ty.
YOUR DRAWING MUST BE KEFl
THE BUILDING DURING THE
AT OF THIS WORK.
FROGRESS +.......
D jj DIIvG DE?AY>TDiEI3T
r
.gownof D��rtrpcu,h
t�
An As $wilt Su vcy must be
EL
Submitted to t?s;
Dept. p,ior to cat'si >g for (�
a foundation inspection or
any further corntruca"' ,�
, % -
v
—F
prM �:�SM010E
PR�Uf"T flL�O. �}1L11�'G
s
�. - �1�11 �1^ r % �•', 1'j�\�% !I�J� L`,�t^✓1\�rl
�Y5i rF;yj
• � ` � t� k f t-" � � �F k � '..,r i� (,.� 1 � :_- f'�
--� " I" '; r^� 1 ��
�� 11
r A a i ✓ % � r"" n � �^, �.
•
L i%`��•, 7 �. ;t
� �i ;V tom- � L-- i � 4% :`.�
\
�'
— !
h:• `IrIG"{j'i `_w.�
YOUR DRAINING 'MUST BE KEPT
AT THE BUILDING DURING
.THE
PROGRESS OF THIS WORK.
BUTT IMM DF:PARTMrNT
-
Oil
a� � Y
-
n A, B°gilt c, c� rr>ust be
t" A ' r4 r
snbrrittcd to tl �
�r for
i f
Dart. prior to
a foundation inspection or
er construc
any f,�r'htion-
x ✓ Cox -
TN:
+
IV
i 1 a I A
d
fl
Z X13
E-AT—
5r��3
_
- 0�
r,4. i
i r
1
I!
i
i
I;
I;
E�
3
i
. (FREDERICK. PA.
LAW
� C
A � S� S�Gti 1t7u 1200E SCLI �!?�1� NO'
T ) TQZU FRAMES UE
tTtt2,t WIr. Frederick M. Law P.E.
.t4
An As Built . ,Ojr Structural Engineer
'FC 51QjCT0)2AL OWES s[r- sl,. 52. SeDm._ivei to tj3Y u,:uing Swift Road
'So. Dartmouth, Mass. 02748
Mpt. Prior to c�:1 -� fo
a fo; Idation imp ction or
any further coast-uetion
—t .I _YOUR -DRAWNG..NJUST BE KEPT
-BUILDING__ DURING THE -
PROGRESS OF THIS WORK.
m•Qy.a•m•m'®s..m
BUILDING DEPAPTD'Et1T
Town o`_ Dartmouth _
€`
e
�l
f(SS��ik
j—
I
i
,
-
-
-
- LI--
_DL IOF
`4L
V�!!�it3 + _ FA ti' Y' I 1
WA L L
C, �?E.,•';�i j It9 `ip t'% 1 _' f�/ ,.,��C w,.i .- „� J _i t l' [�7{� �i�'���r� r _�%i ��k _. �L ,.
\.'"�I i 'C;�L✓ I 1 4 v` .'` + ' f+ - �M r:. Y R f t t :� rCn%• ;� r ' ! ;� _.. :, t 'r, ' ` _.. --.
�()ffj y �/ C r ) J y >
`J_0"Y i8)'� �. EX F,05 EP (... r_ I L_ i:Vii� � ,/•.1fy ,c t��i- _
C)
E
LATL I=1>: o
1 _
1.
GLUELAN
,
t �
SECT I'DJV I WQ"
5CRNOTF_S
ii j 1. THE USI,Gy) LOADS Fob. T11C HOIJSff
2)0 fps,
AD
2. ALL F TIr -S S' LL 13I- - 00 0001,Si0jy4
SOIL E1�`�1►. �,4 A H��. i� -�2;� 1 L;'?. !T o
o _,J FE-R _�_q iFT.
3. ALL GOOCQICT�L_ S, {&U_ Hrt`JE A Zb DAB Gb� p-
T STt2�►J' '
I11 J
- - ALL QjjVJ WODD S'�&L QE STU(jl,
An As Emit Su:vcy must be GIZADt) 13SD � WOIKAQI� (Us�'L�Y� ►JOj DD�
subm,'Ued to the Diukling
Dept. piior to caL� for 5+ THE C00-%RAGj0Z C\OLL c09Rti10AT[ AQp
a fo"-lotion impection or AKO F1 GLO (,�JODITIUJQ� MD
..ray further censtraction. SugL� t��l�OZ) f,A)`( �1Sr,✓UPAC!CilS TO VE
.^ l
�✓ i _ . 5=
P {,.it F ti _ x i- + I'. r (Z 1CV X I lP
�IS V1�- '�y f
trFRED LAY!
A
'ate'/ t;F„
inl
F3 L-h
Dr. Frederick M. Law P.E.
t
Structural Engineer
Swift Road
J... o ,•'
/�
\_
So. Dartmouth; Mass. 02748
//��
5, 1� 1 !vi 0 '
k
_RA
YOUR DRAWING h9UST BE KEPT
AT THE BUILDING
`'---r
DURING THE
PROGRESS
OF THIS WORK.
LUILDING DEPAATPRENT
J
Town of DartntoutL.
-
�� • i % _- -.
An
I r';.ift Sttwc7 rnn3t he
ss*�j� snig tsf i o t' x - I✓ a'_cli�;
Dept. Pia- to eel"*�n for
=.^q a for. vlation insp= ion or
any further carntruction,
! w1
r� 3 MECFR CK -.��.1 ri IM
LAW
li°{
�f
131.iRNE 5
Dr. Frederick M.-taw P.E. t . "
Structural Engineer
Swift Road
So. Dartmouth, Mass. 02748 �l, } € t G s . ' I e `l l
YOUR DRA1'JiNG 1:iU DE k=('7
FT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
.,.......,......, ..:,
BUILDING DEPI RTM,-XT � ys
Sown of Dartricutb
a
u �,
iu, >^ �aL \_ f r.
I I-p I I n Dp f
h1h1L (TiJ WA,Lt_
I � ,
E �
,; o
--
jI �D
�ux1. LAIi-V
l
I I �� T
< IC" P .�
10
I
i
CHIP^t;-�' 0 1 31� LALL7 00
1 ? I�^� yl'-D° L_ J ':, XIS-o'' r I
rJ..i f 1 A�r.
• 2-C4 I � I :hT -
Co 06.
_ a
w� G
Y.
�Ll�f r
I
-U - - c
1i
�. > � ��
Y
LY.tl._—.
^ r
G r U. STUD [3 L
�e vAn An, Built U�nr-i� rz2z?,
s
:Cp
h
_l _. __ _. ..__......_._�...._...W..,... _.. ..... .. ...... _,....____..._�_.�...� -... ___.___ i 1 _`:_._ Du'n.Pt• k1�^Z•Y 1o6C'I._. r, for
-- - -- - _- --� 8 foundationFily�;`cCY"S'_3 l�: .
e
TY� TI 111 �ei� i l -�' 4'•.?a er co,cS YL!Ci.T^.' t
Ih ..• // -
4
/ Dr. Frederick M. Law P.E. -
.hLI�/j-ti li..{i i9 �Ilr ��.l �'•�--'. I' l,.%,\...✓IC.i' 'y'_. {`.- 1";i€. �i�� '4L-l.j� -
LLL - Structural Engineer
Swift Road
F'JR 5;_ poc t z? L f xlusS SF-C SA• S2. So. Dartmouth, Mass. 02748
-
%�
YOUR L ,F,47ifvG uiUSi BE
KEPI
AT T HLE BUILDING DURING
THE
PROGRESS OF THIS WORK.
BUILDRNG DEPARTMENT
Town of Dar}mout!]
ma y/ 0F1N 10 PEAK
1,
�z F04M zx3 N41LFr1,5
Pik! .
GAP c T O P i v E.�__ 4 �✓ i i {
*4 p
Al
'X
WALL-1 21
tG ,
`i _
S~Li✓ S4�T SZ. ,, �-Ali---- -
1 .
/A
��t 1 FOAM ;KI APPI_y-0TO I;r5R-, 0r I`1 � IV
OF PLASTER '01
zv� Z`X "£r��k' ' ovFR EXrERIOIg Y FI"\ A^ C ce4 tU!J p Vv1IPJC���r✓i r'
(T`(R VE?i,) ' Ij2" 0T- 'FDA,M I!JCS�TWca
J i
f„ V1D190A tP VERTI`A' , 1; i i`I .— x. ; (;�3 E ! F t\'T
j[�� ( Iry L IIP.'... 14 i"S 1 id�
` - !L _..b
J)ept. r, or to cal : for
1Z 1 ,F i], rI 31 � r �1 i C �1T �. � % VL jI' Y '� J s j ` `. -' `i vi I �n r 1C'._,^_f 3tion i -e-lon 00
(� F r.
Z( 2x 15 NAIL.EPAcRC)�� IVArT"FR; Z J 0,C_, Y// i:' `rU"��'.i , 131--T-WuE�=f4thercc-:strac Ln
1� FbAM :��/ i� r jJ i IiY,AN-H0l Yyr 1 x6 x?_ 0 61,"
FO IZ A I R 5 F4
WHII 71F CFFjAi1< SHlNlSLF�
" KEPT
Fe GURRIG THE
AT THE BU,LC NG Ji a.
PFiOGRESG OF i41S 4VORIt,--.—
r'„.D�R�GK IJIt ., ®r s:.mr.�+c..owo -. A101 i�faf'A 1v
Ii a
i 6 tt I ,I. ^T:3E
w IIli'aL'�ST G TJx-.a r P7T
,.
-z' Dr. Frederick M. Law P.E. � '!
Ot "`� ) Structural Engineer
/� ✓ � Swift Road r} i2i �
✓✓ So. Dartmouth, Mass. 02748 DA 110 =1 + H1 { { A -
r