HomeMy WebLinkAbout83-1852 - Bank Nourishment & Planting Plan - ProfilesF47
20
15
10
5
25
20
V ZdNE - WAVES A ZONE — WAVES
15
PROPOSED BANK
STABALIZATION
PLANTINGS.
10 — — — — — — — — — — —
PROPOSED BANK 3
SAND DRIFT 1
FENCE 3:1 4!
5
i
0
MLWLE.....1;O NGVD ,a,
EXISTING GROUND —\
-.000
— — — — 100 YEAR SWEL
— — — — —
66t S.F. ® SECTION
TOTAL FILL PROPOSED
= 340t CYDS.
-s 1 -51 1 1
n 01 n u1
00 N M N
to i
o
0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00
25
All
15
10
5
.1
PR❑FILE 1
1"=20' Horizontal
1"= 4' Vertical
FORMER DWELLING
(NOW REMOVED)
... .. .. .. .. ...... .. ........ .... PROPOSED WALKOVER .. .... .. .... ........
...... . .
V ZONE - WAVES
A
ZONE - WAVES
EXISTING GROUND
A ZONE - WAVES
.............. .........................
—
PROPOSED BANK
EXISTING GROUND /
TEMPORARY SANDDRIFT
STABALIZATION
PLANTINGS.
/ 100 YEAR SWEL
PROPOSED BANK 3
PLANTINGS.
SAND DRIFT
FENCE V3-1
—TUBE )
— — — 100 YEAR SWEL
STABILIZATION.
18t S.F. *SECTION
MHW ELEV 2.7 NGVD - '000001 r
=:
FENCE
50t S.F. ® SECTION
to...........................
1
MHW ELEV 2.7 NGVD
MLW, ELEV-1.0 NGVD 000
, , , , , , , , ,
25
20
V ZdNE - WAVES A ZONE — WAVES
15
PROPOSED BANK
STABALIZATION
PLANTINGS.
10 — — — — — — — — — — —
PROPOSED BANK 3
SAND DRIFT 1
FENCE 3:1 4!
5
i
0
MLWLE.....1;O NGVD ,a,
EXISTING GROUND —\
-.000
— — — — 100 YEAR SWEL
— — — — —
66t S.F. ® SECTION
TOTAL FILL PROPOSED
= 340t CYDS.
-s 1 -51 1 1
n 01 n u1
00 N M N
to i
o
0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00
25
All
15
10
5
.1
PR❑FILE 1
1"=20' Horizontal
1"= 4' Vertical
FORMER DWELLING
(NOW REMOVED)
—5
04 00 p of t0
N to 4M 4O� a)
1 O c6 ^ r r
0+00 0+50 1+00 1+50 2+00 2+50 3+00
PR❑FILE 2
1"=20' Horizontal
1"= 4' Vertical
(SCALES ELONGATED FOR CLARITY)
PR❑FILE 3
1"=20' Horizontal
1'= 4' Vertical
PLANT PALETTE
American Beachgross (throughout)
Ammophilo breviligulato-ITL Culms of 2 per hole, 8" deep, 18" on center
Bayberry (mid and upper area)
Myrica pensylvanico-ITL
Sweetfern (upper area)
Comptonia peregrina-ITL
n
n
2+50
20
... .. .. .. .. ...... .. ........ .... PROPOSED WALKOVER .. .... .. .... ........
...... . .
O
STRUCTURE
V ZONE
- WAVE
A ZONE - WAVES
.............. .........................
—
_. EXISTING GRADE
EXISTING GROUND /
TEMPORARY SANDDRIFT
PROPOSED BAN
STABALIZATION
FENCE FOR BANK
PLANTINGS.
—TUBE )
— — — 100 YEAR SWEL
STABILIZATION.
PROPOSED BANK 1
SAND DRIFT 3:1
SOIL COMPATIBLE FILL
=:
FENCE
50t S.F. ® SECTION
to...........................
1
MHW ELEV 2.7 NGVD
2' x 4" PT RAILS
Ole
„MLW,ELEV/,. 1,0 NGVD,,,,,
,,,,,,.
,,,,
—5
04 00 p of t0
N to 4M 4O� a)
1 O c6 ^ r r
0+00 0+50 1+00 1+50 2+00 2+50 3+00
PR❑FILE 2
1"=20' Horizontal
1"= 4' Vertical
(SCALES ELONGATED FOR CLARITY)
PR❑FILE 3
1"=20' Horizontal
1'= 4' Vertical
PLANT PALETTE
American Beachgross (throughout)
Ammophilo breviligulato-ITL Culms of 2 per hole, 8" deep, 18" on center
Bayberry (mid and upper area)
Myrica pensylvanico-ITL
Sweetfern (upper area)
Comptonia peregrina-ITL
n
n
2+50
20
... .. .. .. .. ...... .. ........ .... PROPOSED WALKOVER .. .... .. .... ........
...... . .
O
STRUCTURE
O
f
15:
.............. .........................
—
_. EXISTING GRADE
TEMPORARY SANDDRIFT
—
PROPOSED SONO
FENCE FOR BANK
—TUBE )
STABILIZATION.
=:
..........
to...........................
2' x 4" PT RAILS
I— —
2' x 10' PT LANDING JOISTS
5
......................... ` J
2' z'12" 'P'r 51ttdGER§ ... _
................. .
MHW 2 7 -- ----
TOE OF
COASTAL BANK
D1iTOY Aff
0.00
O
C4
0+00 0+25
NOTES:
1. 2 x 10 PRESSURE TREATED WOOD FRAMING WITH
GALVANIZED BRACKETS AND HANGERS.
2. 4 FOOT WADE STAIRS WITH 42" HIGH RAILING. TOP
RAIL TO BE 2" x 4" SANDED SMOOTH.
3. 2" x 6" PRESSURE TREATED WOODEN DECKING WITH
3/4" SPACING.
4. 2" x 12" PRESSURE TREATED WOOD STRINGERS -
BOLTED TO POSTS WITH GALVANIZED NUTS & BOLTS.
5. STAIR TREADS 12 INCH RUN, B INCH RISERS.
6. 4" X 4" PRESSURE TREATED POSTS SET ON 12"
DIA. CONCRETE SONO TUBE FOOTINGS TO BE 48" MIN.
DEPTH WITH GALVANIZED BRACKETS.
7. STAIR SECTIONS TO BE BOLTED TO POSTS TO
ALLOW REMOVAL PRIOR TO SEVERE STORMS.
0+50
V+ /0
STAIR PROFILE
1"=10' Horizontal
1"= 10' Vertical
LANDING ELEV-14.5
1+00
MADE
REVISIONS:
NO. DATE DESC.
14�VvV
'214('01
PROFES ZONAL LAND SURVEYOR DATE
PLAN OF
COASTAL
STABILIZATION
TO ACCOMPANY
A
NOTICE OF
INTENT
(NOI)
#911
GREAT ISLAND ROAD
IN
YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
PROPOSED COASTAL
I
BANK NOURISHMENT
& PLANTING PLAN
FEBRUARY 6. 2009
PREPARED FOR:
DEWEY AWAD
C/O MOREHOUSE MACDONALD ASSOC.
3 BOW STREET
LEXINGTON, MA 02420
BSC GTOUP
349 Main Street, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
CD 2008 The BSC Group, Inc.
SCALE: 1" = 20' H
PROJ. MGR.: C. FIELD
FIELD: D. GAZZOLO / N. MERCIER
CALC./DESIGN: P. HAGIST
DRAWN: P. HAGIST
CHECK: C. FIELD
FILE: 8858—NOI.DWG
DWG. NO: 5647-06
JOB. NO: 4-8858.00 SHEET 2 OF 2
O
C1
O
f
0
0+00 0+25
NOTES:
1. 2 x 10 PRESSURE TREATED WOOD FRAMING WITH
GALVANIZED BRACKETS AND HANGERS.
2. 4 FOOT WADE STAIRS WITH 42" HIGH RAILING. TOP
RAIL TO BE 2" x 4" SANDED SMOOTH.
3. 2" x 6" PRESSURE TREATED WOODEN DECKING WITH
3/4" SPACING.
4. 2" x 12" PRESSURE TREATED WOOD STRINGERS -
BOLTED TO POSTS WITH GALVANIZED NUTS & BOLTS.
5. STAIR TREADS 12 INCH RUN, B INCH RISERS.
6. 4" X 4" PRESSURE TREATED POSTS SET ON 12"
DIA. CONCRETE SONO TUBE FOOTINGS TO BE 48" MIN.
DEPTH WITH GALVANIZED BRACKETS.
7. STAIR SECTIONS TO BE BOLTED TO POSTS TO
ALLOW REMOVAL PRIOR TO SEVERE STORMS.
0+50
V+ /0
STAIR PROFILE
1"=10' Horizontal
1"= 10' Vertical
LANDING ELEV-14.5
1+00
MADE
REVISIONS:
NO. DATE DESC.
14�VvV
'214('01
PROFES ZONAL LAND SURVEYOR DATE
PLAN OF
COASTAL
STABILIZATION
TO ACCOMPANY
A
NOTICE OF
INTENT
(NOI)
#911
GREAT ISLAND ROAD
IN
YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
PROPOSED COASTAL
I
BANK NOURISHMENT
& PLANTING PLAN
FEBRUARY 6. 2009
PREPARED FOR:
DEWEY AWAD
C/O MOREHOUSE MACDONALD ASSOC.
3 BOW STREET
LEXINGTON, MA 02420
BSC GTOUP
349 Main Street, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
CD 2008 The BSC Group, Inc.
SCALE: 1" = 20' H
PROJ. MGR.: C. FIELD
FIELD: D. GAZZOLO / N. MERCIER
CALC./DESIGN: P. HAGIST
DRAWN: P. HAGIST
CHECK: C. FIELD
FILE: 8858—NOI.DWG
DWG. NO: 5647-06
JOB. NO: 4-8858.00 SHEET 2 OF 2