83-1806 - Plan of Land003^z
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I CERTIFY TO THE BEST OF MY
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AND BELIEF THAT THE LOT CORNERS,
TOP OF PROPOSED
STRUCTURE AS DETERMINED BY
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PLAN
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REVISIONS:
NO. DATE DESC.
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WEST YARMOUTH, MA 02673
(508) 737-1058
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SC GP
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C3
V1
PARK ST.
PRESSURE TREATED
4'X6TIMBER BULKHEAD
Z
3
Z
3LOCUS
0 1.25 2.5 5 Mss
0
�
0
F
FIELD: D. GAZZOLO / J. McCARTIN
CALC./DESIGN: K. HEALY
ELEVATION 6.5'
NANTUCKET SOUND
DWG. NO: 5830-01
LEWIS BAY
LANDING
JOB. NO: 4-9230.00
LOCUS MAP
PROPOSED GRADE
NOT TO SCALE
10
.
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THE LOT CORNERS,
TOP OF PROPOSED
STRUCTURE AS DETERMINED BY
INSTRUMENT SURVEY AND AS SHOWN ON
/
CFt1110A
1
PROPOSED GRADE
AT STAIRS ELEVATION=8.5'
RAISED WALL
ELEVATION=8.0'
PLAN
OF
LAND
5 GLENWOOD STREET
IN
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
EXISTING & PROPOSED
CONDITIONS
AUGUST 23, 2007
REVISIONS:
NO. DATE DESC.
1. 9/19/07 ADD NOTES
PROPOSED MARINE
MRS JEAN WACKROW
5 GLENWOOD STREET
WEST YARMOUTH, MA 02673
(508) 737-1058
i
SC GP
349 Main Street, Rt. 28, Unit D
W. Yarmouth Massachusetts
PRESSURE TREATED
4'X6TIMBER BULKHEAD
TOP OF EXISTING WALL
/
0 1.25 2.5 5 Mss
0 5 10 .. .. 20 FEES
PROJ. MGR.: C. FIELD
FIELD: D. GAZZOLO / J. McCARTIN
CALC./DESIGN: K. HEALY
ELEVATION 6.5'
FILE: 9230.00
DWG. NO: 5830-01
LANDING
JOB. NO: 4-9230.00
PROPOSED GRADE
EL=8.5
10
PROPOSED GRADE
10
EXISTING GRADE
EL: 6.0
:Jr
EXISTING GROUND
/
BOTTOM OF STORAGE AREA
EL. -4.4
FILTER FABRIC
a cu
/
20
40 60 8o 100 / / / ' / 4 _�'
Cc
CROSS SECTI❑N A-1 1
LOCUS INFORMATION
\ � l
\ N/F
CURRENT OWNER: RONALD WACKROW , TON OF YARMOUTH
& JEAN WACKROW \
TITLE REFERENCE: CERT. 179358 \ !
DEED BOOK 20768, PAGE 38
PLAN REFERENCE: LC PLAN 6940—D \ \
PLAN BOOK 26, PAGE 103
ASSESSORS MAP: 20
PARCEL: 19 \
ZONING DISTRICT: R-25 \ \
SETBACKS: FRONT 30'
SIDE 15'
REAR 20'
OVERLAY DISTRICT: NONE \ RE 120+S7PAIR /� \1
NITROGEN SENSITIVE
ZONE: NOT A ZONE II
FEMA FLOOD
ZONE DISTRICT: PANEL 2500"V-15, EL -14""A-12, EL 12" \ /
PANEL #250015 0005 D
DATE: JULY 2, 1992
o y LAG POLE
NOTES:
1. FILTER FABRIC TO BE INSTALLED BEHIND VERTICALLY EXTENDED /
REVETMENT. /
i
// //�„� / / / /Pi• 00. _
C/
RONALD 6 JEAN WACKROW — ' - -\gip /
ASSESSORSMAP
M20
9
LAWN
.oar �
LAWN \ Lo \ .
O� U
b Q S'j�S PRDK I D
ATO
/
Ogg ELEVAI\ 85
J \ '"T
/ � rFn'9.P
0 1 LAWN �9 45
EXISTING %
_c0 i DWELLING
6 /
EXISTING SAND -RECREATIONAL BEACH
\ \ LAWN
6 LAWN /
2. ALL AMMORPHILA BREVILIQULATA REMOVED DURING CONSTRUCTION TO BE / I \ \ LAWN
REPLANTED.
3. EXISTING BULKHEAD TO BE VERTICALLY RAISED TO ELEVATION 8-8.5 AND p2 O /
GRADED TO MATCH THE EXISTING CONTOURS BENEATH THE DECK. / / O / \ AV \ /
4. TOTAL FILL 250±CY. / / \ C N*NAL DUNE) / �p47 BEACH GRASS �4kN \
5. DEP FILE #SE083-1806 / D \ TOP G /
0 \ \ JOHN R. BARKER
' g OF EkIS 0 \ ASSESSORS MAP 20
\ TING O
BOTTFALL 6.5 PARCEL 18
•�/• � \ pM OF � poi \ \ EkISTIN REV - TO BE RAISED TO ELEVA
fTMENT EC 4.5 TION 8' Od PFT \
O \
EDGE Aj
\ \ \ S QOM TOE OF DINom_ AREA OF DISTURBANCE NTNG �q
/ / \ EklSIING CE 556±S,F. <C
O�4 COASTAL BEACH
COASTAL DUNE
k\ o ' • � � / / / � � _—` _ DHy f`S pG ` \ � \ \ �
\ e&4CH A-1
• \ `` \ \ 2
' � D
E
�UOGE OF WA
^ 06/05/07 8:36 AM
OO ` OT
66"
60"
2'x10" MARINE PRESSURE
TREATED STOP TIMBER
STONE WALL (3) 1" WEEP HOLES IN
EACH BOARD, 2" UP
FROM BOTTOM
CROSS SECTION
TIDE GATE OPTION
DETAIL
NOT TO SCALE
STONE WALL
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.
CFt1110A
1
,72---�
PROPtSSIONAL LAND SURVEYOR DATE
PLAN
OF
LAND
5 GLENWOOD STREET
IN
WEST YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
EXISTING & PROPOSED
CONDITIONS
AUGUST 23, 2007
REVISIONS:
NO. DATE DESC.
1. 9/19/07 ADD NOTES
PREPARED FOR:
MRS JEAN WACKROW
5 GLENWOOD STREET
WEST YARMOUTH, MA 02673
(508) 737-1058
i
SC GP
349 Main Street, Rt. 28, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
(:C) 2007 The BSC Group, Inc.
SCALE: 1" = 10'
0 1.25 2.5 5 Mss
0 5 10 .. .. 20 FEES
PROJ. MGR.: C. FIELD
FIELD: D. GAZZOLO / J. McCARTIN
CALC./DESIGN: K. HEALY
DRAWN: K. HEALY
CHECK: C. FIELD
FILE: 9230.00
DWG. NO: 5830-01
SHEET 1 OF 1
JOB. NO: 4-9230.00