BP-354ZONING: LIMITED INDUSTRIAL
REQUIRED PROVIDED
MIN. LOT SIZE. . . . . . . . .43,560 sf.
.45,257 sf
MIN. FRONTAGE . . . . . . . . .
. .150.
185'
MAX. IMPERVIOUS AREA . . . .
. .65%. . .
. .34%
FRONT SETBACK. . . . . . . . .
. .40'. . .
. . . . 66'
SIDE SETBACK. . . . . . . .
. .25'. . .
. . . . 40'
REAR SETBACK. . . . . . . . . .
.25'. . .
. . . 108'
PARKING SPACES
® 1.1 /employee, or . . . . , . .
. .6.6. .
. . . . .9
1/1,000 sf of gross floor. . .
. .6.3. . .
. . . . .9
PARKING SETBACK. . . . . . . .
. .10'. . .
. . . . .10'
ENTRANCE DRIVE (2 WAY). . . .
. .20'. . .
. . . .24'
MIN. CURB RADIUS. . . . . . . .
. .15'. . .
. . . . ;15'
HANDICAP SPACES. . . . . . . .
. 1/15. . .
. . . . 1
100 - YEAR FLOODPLAIN INFO:
This site is located in zone C on the
Federal Emergency Management
Agency's
Flood Insurance Rate Map for the Town of
Dartmouth, Community Panel #250051
0015
B,
revised June 1, 1983.
PLAN REFERENCE
"As -built plan" "Ventura mini
park"
Ventura Drive, Old Boston Land
Survey Co, Inc., New Bedford,
MA
July 30, 1990 (sheet 1 of 2)
TOP OF SWALE = 132.00'
PLATE W/ 6" ,e
ORIFICE -�
BOTTOM OF SWALE=
/-HEADWALL W/ RIP -RAPPED
EMERGENCY OVERFLOW=
131.50'
130.00' U129.95
INV=\\\\
SWALE _
129.0'
SECTION DRAWING (NTS)
1?
CFE
INV= 129.70
EADWALL=
z1LATE
00'
INV= 129.95
k
ELEVATION DRAWING (NTS)
SECTION & DETAIL
PP,Anwoi i P FMFRGFNCY OVERFLOW
N/F
AP 63
LOT I1-13
= DMH
5
VENTURA DRIVE CB
SMH O
SEWER (10") INV= 129.1 /- ~
GV
8 WATER -- -- = CB
x 137 56 137. 26
EDGE OF PVMT TB EL 136.18
-EXIST .
HYD.
136 '
SEWER SERVICE-��,
INV= 131,9 +/- `{►u GV i
( FIELD LOCATE 6 - 13T I x 137.61 185' /.
g13Z34 �
CONFIRM ELEV) I '
/S P 137.47 EXISTING VEGETATION
x
2� k136.97 136.31 TO REMAIN
STAKED HAY �
BALES PROP. 6"� S= 0.02
� PROP. �
34 WATER
X137.05 '9
1 6.79 x z136.713 SERVICE 136.3 17
+ S.
35 I-- � +
136.89
I ' 10, 19 � 1 10' " 13 •17
136.67 x
T Y � 135. 3 X
Ix 137.15 37.15/ x Y 13Z 15 37.15
"137.65 137.65 137.65
INV= I
137.60
FLAGGED 1133 3 */- 13// x " 137.70 7.70 x 137.70 13770
WETLAND 36L/\\
EDGE I __
/ 138.03 I
I PROPOSED BUILDING (6300 SF) xl 70x " 136, o
/ FINISH SLAB 137.60 _134
i
/ EL. 138.0.3
is
i 20'
70' 100' WETLAND
i
I BUFFER ZONE
I i i 70 136.50
/ ) t . / i " 137. 60
136 I
N/F I x13579 N/F
i PROP. 117.97
A P 63 - OVERHEAD A P 63
' I DOOR f d- 7.
LOT I I- 6 (\- E N LOT 1I- 8
�� 40 � �c37-97
x 137.50
13-r5o
134--- - - 13 6 136.50-
I �
- I
�13.60
Q38 135.37 I i f
li
AP 63
I LOT 117
- GRASSED
1.04 Ac SWALE -132
CD
132 -- 0
STONE WALL
I `
TO REMAIN
HEADWALL W/RIP RAP 12" ¢ R C P
EMERGENCY &ERFLOW
- EL= 131. 0 //� S=0.025%
- ,- - � 20 WIDE DRAIN EASEM•AENT
c
\ 13 / \ / / o INV= 129.70
TENT10N --� SWq`E �� ----- - - --- - --
E i
129.0 ---- -
I _ _ _- I 2 W X 2'
CDP DRAIN SWALE
20.60' 64. O' y W/ 1: 2 SIDES
GRASSED SWALE
N/F
AP 63,
LOT 12
GRAPHIC SCALE
RO AO
PLA,NVILLE
NEW
p�� ROAD
FALL RIVER
a
0
VENTURA DRIVE
A
p 0%441,:n SITE
p
0
D
0
7-
LOCUS MAP
LEGEND
PROPERLY LINE
BUILDING SETBACK LINES
STONE WALL �
FLAGGED WETLAND EDGE
PROPOSD BUILDING
EXIST. CONTOUR - - _ - - - _ -134
PROPOS=D CONTOUR 134
PROPOS-D SPOT ELEV. x 135,79
PROP. EDGE OF PVMT (CURB)
WATER SINE - -W '
SEWER 'SINE
HYDRAI�'T - HYD
' GATE OLVE M GV
CATCH BASIN LJ-1 CB
DMH SMH
MANHOLE: DRAINAGE 0 SEWER 0
100' VFTLAND BUFFER ZONE
STAKED HAY BALES
EDGE OF VEGETATION
ICHA E d
.k�
AP 63, LOT 11- 7
M4AKEPEACE
1
i
i
Q
Tf1D l i _