HomeMy WebLinkAbout83-1807k
N
o LOCUS
Z
S n
LEWIS BAY
LOCUS MAP
NOT TO SCALE
t
N/F
TOWN OF YARMOUTH
ASSESSORS MAP 28
PARCEL 137
\ ��Y PROPOSED 11.0' x 28.0'
1 LEACHING SYSTEM
24' GAK
LEGEND
SMH
SEWER MANHOLE
WG
LOCUS
INFORMATION
TOP OF FOUNDATION
FF
CURRENT OWNER:
WILLIAM & SUSAN TOWNER OVERLAY DISTRICT:
NOT IN A ZONE II
TITLE REFERENCE:
BOOK
11662, PAGE
164 FEMA FLOOD
"C & A9", DATED 7/2/92
TEST PIT
PROFESSIONAL LAND SURVEYOR DATE
PLAN TO
ZONE DISTRICT:
PANEL #250015 0005 D
PLAN REFERENCE:
BOOK
26, PAGE 105
VERNON STREET
IN
ASSESSORS MAP:
28
(BARNSTABLE COUNTY)
MINIMUM LOT SIZE:
25,000 S.F.
PARCEL:
146
WILLIAM N. TOWNER
EXISTING LOT SIZE:
4,420±S.F.
ZONING DISTRICT:
R-25
EXISTING LOT COVERAGE:
918 S.F./4,420=20.8%
SETBACKS:
FRONT
30'
PROPOSED LOT COVERAGE:
918 S.F./4,420=20.8%
0 5 10 v 20 �r
SIDE
15'
CALC./DESIGN: P. HAGIST / K, HEALY
DRAWN: P. HAGIST
CHECK: CRAIG FIELD
REAR
20'
MAX. ALLOWED LOT COVERAGE:
1105 S.F./4,420=25%
LEGEND
SMH
SEWER MANHOLE
WG
WATER GATE
TOF
TOP OF FOUNDATION
FF
FINISHED FIRST FLOOR
INV
SEPTIC PIPE INVERT
WF
WETFLAG NUMBER
N/F
NOW OR FORMERLY
TP
TEST PIT
NOTE]
Q EXISTING DWELLING AND DECK TO BE
PROPOSED 7' HIGH 40MIL j4 REMOVED. NEW DWELLING TO BE SET
POLY LINER. /,m _ PROPOSED 'D' BOX ON NEW FOUNDATION TO E14COMPASS THE
OLD DWELLING. ADDITION A WILL BE
S31'S8 00"W o° SET ON SONO TUBES AND EXTEND TOWA S
.-•-• • 55.25' 24' OAK' THE REAR OF THE PROPERTY. ADDITION
�- -•-'-+ _� WILL EXTEND TOWARD THE SOUTHERLY
/ b PROPERTY LINE AND WILL FALL ENTIRELY -
uj iv - �0 , WITHIN THE EXISTING DECK AREA.
THE EXISTING GRADING IS TO BE MAINTAINED
do 11.2 • AT THE FRONT AND THE WALL ON THE SOUTH
EXISTING (! \ '' PROPO1
SED 500 GALLON SIDE OF THE DRIVEWAY WILL EITHER BE
HOUSE #39 0 ! SEPTIC TANK STRUCTURALLY ENHANCED OR REPLACED
FULL FND. N U IF NEEDED.
I I
10.4' H o TP#1
N/F
\ CAPE COD HOSPITAL
BUILDINGSj ASSESSORS MAP 28
LINE PARCEL 58.1
} N 21.0
I'
�¢p 1 GAS O o
4o�a. 12.3' METER
zio0 34.3'
N/F I
qv,o! WILLIAM j o m o
via ,3 & SUSAN I • o m 1Q�j
may° o o TOWNER PROPOSED I • m C AGF
aN ci ASSESSORS `r z
m MAP 28 ? ADA I$I BNS Z m
z PARCEL 146 Z1 z I 0 �6•
1.5 STORY y v � t
6.0'
0 6.5' I WOOD FRAME a 'I
HOUSE #43 td • o
TOP=19.0 I o /
B FF=20,2 0 l o l o
z_00
24' OAK 8.0' o S a I z
91 GARAGE o'
m SLAB
TO BK L- 28.3'— J EL=11.5 a I o
REMO D --` 7.9 30' OAK
, I I -
�
0-4STOOP o
85 0'
1 I
3
I a
I `
DRIVEWAY I 'i, ` WF#4
N31'58'00'EAZI
1 k I o 3
'16' MAPLE I 55.25
CB A 2,
EDGE OF PAVEMENT — / v
WF#3
V E R N 0 N STREET (PUBLIC 40' WIDE)
o�
I CB V^Y
2 �
WF#2
CB/DISK
FND OFF , ` ^-
WF#1
REVISIONS:
NO. DATE DESC.
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THE LOT CORNERS,
DIMENSIONS AND SETBACKS TO THE
STRUCTURE AS DETERMINED BY
INSTRUMENT SURVEY AND AS SHOWN ON
THIS PLAN ARE CORRECT.
!i
1kFIELD
a
PROFESSIONAL LAND SURVEYOR DATE
PLAN TO
ACCOMPANY
A NOTICE OF
INTENT
AT
#43
VERNON STREET
IN
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
AUGUST 22, 2007
PROPOSED
CONDITIONS
PREPARED FOR:
WILLIAM N. TOWNER
74 BOSTON POST ROAD
AMHERST, NH 03031
(603) 860 4273
r� 1
349 Main Street, Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
tCl 2007 The BSC Group, Inc.
SCALE: 1" = 10'
0 1.25 2.5 5 uchas
0 5 10 v 20 �r
PROJ. MGR.: CRAIG FIELD
FIELD: D. GAZZOLO / N. MERCIER
CALC./DESIGN: P. HAGIST / K, HEALY
DRAWN: P. HAGIST
CHECK: CRAIG FIELD
FILE: 9252-EXC.DWG
DWG. NO: 5822-01
SHEET 1 OF 1
JOB. NO: 4-9252.00
k
N
o LOCUS
Z
_! n
11
LOCUS
INFORMATION
�
CURRENT OWNER:
WILLIAM & SUSAN TOWNER OVERLAY DISTRICT:
NOT IN A ZONE II
TITLE REFERENCE:
BOOK
11662, PAGE
164 FEMA FLOOD
"C & A9", DATED 7/2/92
-- p
ZONE DISTRICT:
PANEL #250015 0005 D
PLAN REFERENCE:
BOOK
26, PAGE 105
do
ASSESSORS MAP:
28
11.2 •�
MINIMUM LOT SIZE:
25,000 S.F.
PARCEL:
146
EXISTING LOT SIZE:
4,420±S.F.
ZONING DISTRICT:
R-25
EXISTING LOT COVERAGE:
918 S.F./4,420=20.8%
SETBACKS:
FRONT
30'
D.
FULL FND,
SIDE
15'
PROPOSED LOT COVERAGE:
918 S.F./4,420=20.8%
REAR
20'
MAX ALLOWED LOT COVERAGE
c1
LEWIS BAY 05 S.F./4,420=25%
LOCUS MAP
NOT TO SCALE
N/F
TOWN OF YARMOUTH
ASSESSORS
28
137
P
FF.
!iI PROPOSED 11,0' x 28.0'
�s LEACHING SYSTEM
24' OAK
PROPOSED T HIGH 40h1IL'
POLY LINER, °
00
S31 58 00"W 55.25 24' OAK _
•— —•
LO o
LEGEND
SMH SEWER MANHOLE
WG WATER GATE
TOF TOP OF FOUNDATION
FF FINISHED FIRST FLOOR
INV SEPTIC PIPE INVERT
WF WETFLAG NUMBER
N/F NOW OR FORMERLY
TP TEST PIT
NOTEt
EXISTING DWELLING AND DECK TO BE
REMOVED. NEW DWELLING TO BE SET
PROPOSED 'D' BOX ON NEW FOUNDATION TO ENCOMPASS THE
OLD DWELLING. ADDITION (A) WILL BE
SET ON SONO TUBES AND EXTEND TOWARDS
THE REAR OF THE PROPERTY. ADDITION B)
WILL EXTEND TOWARD THE SOUTHERLY
PROPERTY LINE AND WILL FALL ENTIRELY
A & SUSAN
a iV o ASSESSORS * PROPOSED I TOWNER m I z oz -
no X05
a ° 00 MAP 21 "I ADDITIONS w I m 44 862, /-..00
60 °O PARCEL 146 A& B jW6z 4,4201S.F. I z •0
1.5 STORY v w,
0 6.5' 16.0'
WOOD FRAME3
I v w l
HOUSE #43 -! •
TOF=19.0 En I o /
B FF=20.20.2 c� I w I a
,6 rn ? l; N eo
24. OAK 13.1' 6.0' CS 9 a 1 z
31 GARAGE o
DECK m SLAB / m I
TO B �--- — 28.3 EL=11.5 I
REMO Dr —) 7.9' • 30' OAK
R
STOOP I I o ;
I
15p
2 ! 4VE 0
DRIVEWAY �. I WF#4
N31'S8'00'E
s `
cJ 16' MAPLE 55.25 • CBy A r
per_ ---� � •� ° % ,-
EDGE OF PAVEMENT
VERNON STREET (PUBLIC 40' WIDE) I ~ ~° ~° WF#3
� �U
's
CB p.
I -
WF#2
_ CB/DISK
FND OFF
WF#1
REVISIONS:
NO. DATE DESC.
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THE LOT CORNERS,
DIMENSIONS AND SETBACKS TO THE
STRUCTURE AS DETERMINED BY
INSTRUMENT SURVEY AND AS SHOWN ON
THIS PLAN ARE CORRECT.
A
�aava„ts{.:
�4,
� J.
cr� cP,wo I
FIELD
a No. 38039 `l..
+ �zaF�•r//
PROFESSIONAL LAND SURVEYOR DATE
PLAN TO
ACCOMPANY
A NOTICE OF
INTENT
AT
#43
VERNON STREET
IN
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
AUGUST 22, 2007
PROPOSED
CONDITIONS
PREPARED FOR:
WILLIAM N. TOWNER
74 BOSTON POST ROAD
AMHERST, NH 03031
(603) 860 4273
r E{%`� \� 9■p4
lul
349 Main Street, Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
(C) 2007 The BSC Group, Inc.
SCALE: 1" = 10'
0 1.25 2.5 5 METERS
_. . .
0 5 10 20 Esar
PROJ. MGR.: CRAIG FIELD
FIELD: D. GAZZOLO / N. MERCIER
CALC./DESIGN: P. HAGIST / K, HEALY
DRAWN: P. HAGIST
CHECK: CRAIG FIELD
FILE: 9252-EXC.DWG
DWG. NO: 5822-01
JOB. N0: 4-9252.00
SHEET 1 OF 1
,riWITHIN
�
THE EXISTING DECK AREA.
N
-- p
THE EXISTING GRADING IS TO BE MAINTAINED
do
11.2 •�
AT THE FRONT AND THE WALL ON THE UTH
EXISTING
"'
SIDE OF THE DRIVEWAY WILL EITHER BE
PROPOSED 1500 GALLON
HOUSE
0
n
STRUCTURALLY ENHANCED OR REPLACED
SEPTIC TANK
D.
FULL FND,
U f
d
N I
IF NEEDED.
c1
10.4'
H
I
o TP#1
N/F
CAPE COD HOSPITAL
_ _• BOLDING S
—
LINE
I
ASSESSORS MAP 28
F— — _�
_
•
PARCEL 58.1
>OD
N
21.0 10
3
0 0
I
i
0 X:
°p GAS O
� V J
z-jo�
12.
� — 12 3
N/F
WILLIAM
METER
34.3'
I
A & SUSAN
a iV o ASSESSORS * PROPOSED I TOWNER m I z oz -
no X05
a ° 00 MAP 21 "I ADDITIONS w I m 44 862, /-..00
60 °O PARCEL 146 A& B jW6z 4,4201S.F. I z •0
1.5 STORY v w,
0 6.5' 16.0'
WOOD FRAME3
I v w l
HOUSE #43 -! •
TOF=19.0 En I o /
B FF=20.20.2 c� I w I a
,6 rn ? l; N eo
24. OAK 13.1' 6.0' CS 9 a 1 z
31 GARAGE o
DECK m SLAB / m I
TO B �--- — 28.3 EL=11.5 I
REMO Dr —) 7.9' • 30' OAK
R
STOOP I I o ;
I
15p
2 ! 4VE 0
DRIVEWAY �. I WF#4
N31'S8'00'E
s `
cJ 16' MAPLE 55.25 • CBy A r
per_ ---� � •� ° % ,-
EDGE OF PAVEMENT
VERNON STREET (PUBLIC 40' WIDE) I ~ ~° ~° WF#3
� �U
's
CB p.
I -
WF#2
_ CB/DISK
FND OFF
WF#1
REVISIONS:
NO. DATE DESC.
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THE LOT CORNERS,
DIMENSIONS AND SETBACKS TO THE
STRUCTURE AS DETERMINED BY
INSTRUMENT SURVEY AND AS SHOWN ON
THIS PLAN ARE CORRECT.
A
�aava„ts{.:
�4,
� J.
cr� cP,wo I
FIELD
a No. 38039 `l..
+ �zaF�•r//
PROFESSIONAL LAND SURVEYOR DATE
PLAN TO
ACCOMPANY
A NOTICE OF
INTENT
AT
#43
VERNON STREET
IN
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
AUGUST 22, 2007
PROPOSED
CONDITIONS
PREPARED FOR:
WILLIAM N. TOWNER
74 BOSTON POST ROAD
AMHERST, NH 03031
(603) 860 4273
r E{%`� \� 9■p4
lul
349 Main Street, Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
(C) 2007 The BSC Group, Inc.
SCALE: 1" = 10'
0 1.25 2.5 5 METERS
_. . .
0 5 10 20 Esar
PROJ. MGR.: CRAIG FIELD
FIELD: D. GAZZOLO / N. MERCIER
CALC./DESIGN: P. HAGIST / K, HEALY
DRAWN: P. HAGIST
CHECK: CRAIG FIELD
FILE: 9252-EXC.DWG
DWG. NO: 5822-01
JOB. N0: 4-9252.00
SHEET 1 OF 1