BP-448.�_
S im
I� :.:li�ni�il
B
n
*01
ENTRANCE LEVEL PLAN
SCALC- 1/4"= 1'-of;
CftETZGE N NO 189MF AGEPROOF MASTER FORM
i
PEMBROKE DRIVE
900ILA
7d
7.52
n N
q
'UNIVERSITY HIGHLANDS
ro o o p
LOT G <
O
AREA 93,124 Sq.Ft.
r
a f2.14 Acres)
GTLUgt31 �-t<5;1 -
G L e-A, tit J N G -C
zrl
o:
1
_ d
YOUR DRAWING MUST BE KEPT
to
3o3z AT THE BUILDING DURING THE +
PROGRESS OF THIS WORK. -A � � -
furth-er ostr
iTI"DING DEPAIITIAZEXT
SITE P L A N SCALE 1 40`
Town Of Dartmouth
JU
c r M R- & M RS . JAI M SOA R E S
107 TREMONT STREET NEW BEDFORD, MA.
APPROVISDay
ONI- Y
QATENOV. 23,1985 us
1
RESIDENCE IN NORTH DARTMOUTH
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vER,4 �1 �� �a cfr I syE ET/ T Y� / r,
�' .1 6'- 9'r /2'- �" I E - 9 5,-8r/ /2 /- 8 ri 5'-8/i Gl/EEP f/OL E-S L''. j 4"CO�LlCL
/ //
MAIN FLOOR PLAN _ _
SCALE 1 / 4.. = 1 - 0
C q4.
vti�� s U�.�rrov
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C7R,4 !/FL L'Oit/T/X/U O US
SECTION D - D
I i SCALE 1'' =V-0.,
� 1 ,
TYPICAL CROSS SECTIQN 1 -
.
:
ko
CO UY
elevation
u /r h i l:
p ,c 6 TOE /C �Y3'P- h ` R. o v
0 1/2x t' B/f��USTERflor t
engineerr.
'h
77
flirt c
24,i4 /0p c-- !6" o . �, ✓ois _ 3/4T 7 P-1 YGl/OOD
: />COIt/C 3L48 i
3/�Jrx4/r7�EC,�' BO,�i�D p• ¢'r ��.�G��G
7RO CA/
1 ,
J o/sTs
�k. is u r
CE"/L /S GtI DACE" / �9
p' / /'Li
\� 2 r 4r/ B OT TD/1�I ..L i /r 1 R ,
L,4LG 5� COL. I 0
o � o p i 8 COst/G' - Tol.�./I/Z� GY�L L
1 0 P,
X/0 8Oq.21> 2 8 14 D. e., --Z �.- s 0 }� ,
:e � COGuM/VCTY. 2-2uy�gd a v �}. � , •lf
e AA
D ),
r 4 co/S/e. sL,4e -
DRAWING MUST BE KEP t
� - - - sve>='�oo,e • I YOUR D , � , -•�� !6'��C !o /. G?�Vc.: ..
3�B EX 7- YGUD,0P THE BUILDI
DING DURING THE
qT
.S OF
TH
IS WORK. �
• q , : PROGftES
6 G EG a
�� OJT
p cD.vc . you � /oev � � � r�e ' ��� ��c � _
0 8 ti� � : � SCALE A L:E 1/ 2 1 0 _-
ys� COMP ut SECT (O N C
• Lf/ �' Yf'Town of �VOT�tS'.
� .l
U _
1. O BL L,00,� �/ fs s U A L �"L �A D
7`
p,
T E" �'• O T �t/DE�' LL ?'�,�L z'Zfll J�lS
r J ME SCARES
C rr
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r. 2. U�S'E- .�T X Z- L0,4TJ ' -.
,2 6 X /O COit/ ,.
EFO D M
!
BEET NEW B D R A.
�+ 1 7 TREMONT SIT,,
SEC � .�
{D8 Tt
E,a�z T I O N C � MAIN F 0 C) R L`
.e,. 7.,.. ,.
5 G r
�! i Z CT`BALE. NOTED DRAWN BY
C T 1 -- -
ALE 1 2 �: ,
sr
E
� SC I 1 0
� .Es v !G ` L s `� c zv c � G / � �
. ,� .4 L T U A L 8E" �.4D�"
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SE
CTION B ,� .
m H
O UT
��- � T E ��� N NORTH D A R T M 0
/5lT�AC TOR Opt! �' JD8 /DUST C'!l QL L ✓ l�l�"/t,�/L��tls N I
_ r' r�,` - RESIDENCE
o s s / _ p � � BL a S
ND ! .8
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N
DRAWING NUMBE
R
of '<
URA
3 d q
DtE,2GEN>4019eMF AGEPROOF MASTER Ow
LOCUS
325?� RADCLIFFE LANE
PEMBROKE
DRIVE
PURDUE LANE
EXISTING 280..00'
FOUNDATION CHASE ROAD
7Q' 24.
?3•
LOCUS MAP
216.69' 2a LOT G ASSESSORS MAP 8 LOT # 33 62
2.14 AC. PERCENTAGE OF LOT COVERAGE 2%
SUBDIVISION LOT G, "UNIVERSITY HIGHLANDS", MARCI,4 1984
98'
114'
fS j2s,
PEMBROKE 317.54.
DRIVE
RESERVED FOR BUILDING DEPARTMENT
AS -BUILT FOUNDATION PLAN!
o' KENNETN �yG�
g R. �=+ APPROVED BY DRAW 4 BY
9 RREIRA SCALE L -Jr O
.m No.28716 DATE: 5-1-87
�® IStNOTE; THE DWELLING' SHOWN HEREON IS THE
E�E.
s�o L�.- RESULT OF AN AS -BUILT FIELD LOCATION, AND LOT G, PEMBROKE DRIVE
IS IN COMPLIANCE WITH THE LOCAL APPLICABLE
ZONING LAWS WITH RESPECT TO HORIZONTAL DRAWING NWMBER
DIMENSIONAL REQUIREMENTS, OLDE BOSTON LAND SURVEY CO., INC.
172 WILLIAM ST. NEW BEDFORD, MA,
DIETZGEN.MASTER FORM 198MF
TOP OF FOUNDATION
ELEV. 75.00
w
z_
J ELEV .74.00
c�
z-
0 �
J
m SLOPE =1.0%
—_ 4„C.LP.
INV.71.35' INV. 71.25'
0
PRECAST CONCRETE
SEPTIC TANK
NO"
e fi r .Je
engineer prfor
further csty ctio
N 89° 58'-1711e
317.541
PROPOSED
SEPTIC TANK
UNIVERSITY HIGHLANDS
LOT11G11
175'
(2.14 Acres)
o1/ _=zz::z74
�^
A.��„tL�q.PO�TND1iTIC: �E,L�i:��TTA''_rjjyO-),NSillD
BY A MASS. ENGINEER
AND Copy SI✓NT re ►
DISTRIBUTION BOX.
Board cf 11cal-h 1jjp
Required when Ecava
2 4'
/--ELEV. 2.00 EDGE OF DISPOSAL BED
FINISH GRADE
EARTH BA KFILL
I/8°-3/8" WASHED PEASTONES
z Z �O •o. O 3/4!'-I e oUo
oo°o o WASHED coo
N 69.6}5� a 0000°o STONES 6u--MIN. °•�® 0
3' L 6'
25' CROSS SECTION .
.• ' IJ 1 J 1 V V M L V 1... V I
OF DISPOSAL BED
•',
T I NIA �� "
SECTION THRU SYSTEM G fi iN
NO 7 TO SCALE DARTMOUTH BOA IRD OFHEALTH
PERCOLATION TEST RESULTS:
GENERAL NOTES:
Test Holed 2 taken 7-17-84
1)
I0`00 gal. precast concrete septic tank and 5
Ground Elevation 68.31
Outlet precast concrete distribution box to be by
BENCH MARK
Percolation Rate I" in 20 ruin.
Roftondo & Sons, Inc. or Equal.
Pole` 125/ /2 04
- - at the Depth of 60 inches.
p
2.)
�
Arl `piping outside of the, Disposal Area to be
Nail I' above "ground ,�00 ��
Depth of Ground Water 32 fin.
watfier tight.
Elev. = 68.39' �% �2• _
Elev. of Ground Water 65.63
C.B. Soil Strata
3)
All washed stone shall be free of irons, clay and
Y
fines, and must be satisfactory 'to the Dartmouth
- -_
_ _ 011 -12' Topsoil _ ___
Board of,_Health
o�
��� - 66
a
12'1 -28" Sandy Subsoil
4.)
The: installed facilities must be left exposed until
- -
670
DRIVE
0 K E 11
I PEMBR 28 -4� Clayey Sand
Dartmouth
insraected by the Board of Health.
OR��E
`00
9 0 I
4811-10d'Medium sand, some silt rocks
5.)
All system construction shall be in conformance
6 -
T. P. �`" 3 Similar to T. P � 2
wit' '� Commonwealth of Massachusetts Title 'T
.�4
requirements.
DESIGN DATA
6)
No g®rba9 a rinder shall be allowed with thi
ESTIMATED DAILY SEWAGE FLOW
9 s
sYs' ern Grease disposal shall be Kept to a Minimum.
3 Bdrm x 110 G.PD./Bdrm = 330G.P.D.
7.)
WaAter table measured in test hole #2 (seepage)
at -3211 inches below around on February 27, 1984.
f
SEPTIC TANK REQUIREMENTS
8.)
Perrcolation test was performed by Michael E.
F. <
s-
Q'
Use 1000 Gallon Minimum
Zic)'bro, P. E. and witnessed by A. Barboaa, Board
of Health member for the Town of Dartmouth.
PROP LIMIT
OF LEACHING AREA REQUIREMENTS
9.)
Filll material shall be clean coarse washed sand
_3d
o
UNSUITABLE
Area required:
or other clean granular material essentially free
EXCAVATION
330 G. P D. x 2.0 S q. Ft./G PD=6,60 Sq.Ft.
fro.rn clay, fines, etc_, and shall have a percolation
®
rate no less than 2 minutes .per inch before and
A R ea rovided:
° r p
aftrer placement.
Q•
Q �
�
(o
h�
PROPOSED
Ve�
P G 3o:' x 24'=720 Sq . Ft.
10.)
,
Puialic water supply extends to Pembroke Drive
cuI'--de sac YC3UR DRAWING MUST BE KEPI
RESERVE ARE _t_
Gp F. -- AT THE BUILDING DURING THE
stone
PROGRESS OF TH16 WORK. ,
BUILDING DEPARTDIENT
41 �
nortmauth
o � (P > FROPOSED os
� 1 k �9 PiLEACHING FIELD 4 � H � ave ���
\ _
s E REVISION DATE DESCRIPTION BY
^/ S
a) / LEGEND DES. BY : M.H. S
— _ 325.711 URN. BY L. M. P.
SEWAGE DISPOSAL SYSTEM
EXISTING CONTOURS 70— FOR
S 83°- 17 - 5r W — PROPOSED CHK. BY R.C. V
i,
The anw val by this offi
dce ui �,�`ee tb.e
�x 1�llatiL,_
Dartmouth boned Of TTPq"t.h
PROPOSED CONTOURS 70 —
DISTRIBUTION BOX DATE :12/5 /85 3 _BEDROOM DWELLI'NkG
PROPOSED FINISH GRADE 72.0
TEST HOLE SCALE :AS NOTED j'� IN Q
ELEV. BASED ON ASSUMED DATUM. v R� ®UT �MA
` S CHUS T S
f FOR
PLAN .'+ JAI ME SO ES
SCALE 1" � 40 ) , T[C FORM SD-6 w JOB No. 7465
tibbef e
K ,EtEis engine ring corp. New Bedford, Mass. SHEET I OF I
- -
PURDUE LANE
00'
EXISTING 280.CHASE ROAD
FOUNDATION
LOCUS MAP
216.69' 2e LOT G ASSESSORS MAP 8 LOT ## 33 - 62
2.14 AC. PERCENTAGE OF LOT COVERAGE 2%
SUBDIVISION LOT G, "UNIVERSITY HIGHLANDS". MARCH 1984
98'
114' �
lliri yf
Flo
PEMBROKE 317.54'
DRIVE '3
RESERVED FOR BUILDING DEPARTMENT
OF AS -BUILT
FOUNDATION PLAN
KE,NNETt! SCALE: I"_ 5 p' �GJ APPROVED BY DRAWN BY'
R. --
c FERREiRA DATE: 5-1- 8 %
No. 2671f ` NOTE. THE DWELLING SHOWN HEREON IS THE
RESULT OF AN AS -BUILT FIELD LOCATION, AND
IS IN COMPLIANCE WITH THE LOCAL APPLICABLE LOT G, PEMBROKE DRIVE
ZONING LAWS WITH RESPECT TO HORIZONTAL DRAWING MUMBER
DIMENSIONAL REQUIREMENTS. OLDE BOSTON LAND SURVEY CO., INC.
172 WILLIAM ST. NEW BEDFORD,, MA.
�DIETZGEN MASTER FORM 198MF