HomeMy WebLinkAbout83-2032YARMOUTH/CC/PUBLIC HEARINGS
R/R/15
Notice of Intent:
Robert and Ann F. Childs, 154 South
Street, South Yarmouth, MA (Map 34
Lot 295) Propoose seawall toe protec-
tion in Bass River.
Brian Badrigian, 46 Powers Lane
West Yarmouth, MA (Map 15 Lot.3j
Propose raze and replace of an exist-
ing single. famiry dwellin with a
gqarage, Title V septic sysem and
drivewa within Land Subject to
Coastal Syterm Flowage.
John L. and Dorothy E. Marchildcn.
100A Wharf Lane, Yarmouth Port, MA
(Map 130 Lot 9-1) Propose raze and
replace of an existing single family
dwell in and drivewaynnwithin a buffer
zone io a Bordeg Vegetated
Welland.
Plans and applications for the above
may he examinetl in the Yarmouth
Conservation Commission Office, 1146
Route 28, South Yarmouth, MA.
Monday thru Friday, between the
hours of 8:45 a.m. and 4:00 p.m.
Ed Hoopes, Chairman
Yarmouth Conservation Commission
AD913311327
The Register 7/30/15
—"- rrH/PL/5 APPLEBY RD.
..nriCF
A'
A
0x9 �\
P�
�p a -0x6
RUBBLE STONE
GROIN -REPLACE
AS FOUND (TYP.)
I/ 5' WIDE
\ STAIRS
410 4�
�/r tia O w - R•fl9p PF r`�,
\
-1x9
-1 5
vC
O
RUBBLE STONE
O O GROIN TO REMAIN
1 inch = 20 it
3
w 3
Z Z
a
00
20
w ZONE VE
a W FLOOD EL. =..13
o
t8
i C
10 5' w BASS RIVER
EL=6.4t
CAP ELE.5REPLACE STONE RUBBLE
EXISTING BOTTOM
fBOTTOM EL= -5.5
i
-10 �
d lo
0 10 20 30 40 50 60 70
PROFILE A -A
1"-10'
5
11
-5
PROJECT NOTES
1. ELEVATIONS REFER TO NAVD88
2. EXISTING PIER IS LICENSED PER MASS DPW LICENSE NO.1230 DATED NOV. 18,1930
3. ACCESS SHALL BE VIA THE WATERWAY WITH LIMITED ACCESS VIA THE YARD,
4. HELICAL ANCHORS SHALL BE CAPABLE OF DEVELOPING A MIN. TENSION OF 15 KIPS WITH A MINIMUM PENETRATION
DISTANCE OF 18 FT. SPECIFIC ANCHOR SELECTION WILL AWAIT CORING AND EXISTING CONCRETE STRENGTH
DETERMINATION, THE TENSIONED ANCHOR WASHERS SHALL BE LEFT FIRM AGAINST THE CONCRETE FACE. DO NOT LOAD
THE WALL WITH ANCHOR TENSION.
5. STONE RUBBLE FRONTNG THE WALL SHALL BE REMOVED FROM THE WORK ZONE. "TOE" WALL IS INTENDED TO REPLACE
THE EXISTING STONE RIP RAP.
6. BEARING WASHERS SHALL BE 6INCH, 318 MIN. THICKNESS, NON-CORRODABLE.
7. GROUT ANY HOLES OR VOIDS REMAINING FROM ANCHOR DRILLING ACTIVITY.
8. VINYL SHEETING SHALL BE SHOREGUARD CL 9000 PANELS OR APPROVED EQUAL SET OFF FROM THE EXISTING FOOTING
APRON AS SHOWN ON THE PROFILE. SHEETING IS INTENDED TO BLOCK THE SUBDUCTION OF SEDIMENT BENEATH THE
FOOTING. DO NOT USE HYDRAULIC JETTING ACTION IN THIS AREA.
9. ALL HARDWARE, ANCHORS, BOLTS, WASHERS AND FASTENERS SHALL BE OF GALVANIZED OR STAINLESS STEEL.
10.1IMBER FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED EQUAL CONSISTENT WITH YARMOUTH
CONSERVATION COMMISSION GUIDELINES.
II. INTERIOR CHANNELS OF THE SHEET PILES SHALL BE FILLED WITH SAND, TOPPED WITH A 4IN. TO 6 IN. CAP LAYER OF
MESH -ENTRAINED CONCRETE.
ILTHE APRON ZONE SHALL BE SAND FILLED WITHIN ALL VOIDS AND PATCHED AND REFILLED WITH CONCRETE MIX WITH A
SURFACE PITCH TO DRAIN OFF. ALL NIX SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI.
13. EACH END SHALL BE EITHER BUTTED OR RETURNED TO UNIFORMLY BUTT THE WALL SURFACES TO EACH END,
FORM -FITTED AGAINST AND FIXED IN PLACE TO THE OLDER CONCRETE WALL; DETAILS DETERMINED AT TIME OF
CONSTRUCTION,
PLANTING NOTE
THE 5 FT WIDE PLANTING STRIP MEASURED LANDWARD FROM THE TOP OF THE
CONCRETE WALL SHALL HAVE THE TURF LAWN CUT OUT AND EDGED. THE STRIP
SHALL BE PLANTED WITH NATIVE PLANTS AS FOLLOWS:
• SHORE JUNIPER (J. conferta) 2 GALLON SIZE; AT 5 FT. 0. C. SPACING
OR;
AM. BEACHGRASS (Ammophila berviligulata), 2 CULMS PER -HOLE, @ 12 IN. O.C.
SPACING9
OR; i 2
• BEARBERRY (Arctostaphylos Uva Ursi) i GAL. SIZE, -t IN. O.C. SPACING
AMEND SOH, AS SUPPLIERS RECOMMMEND; MULCH AS REQUIRED WITH NATURAL
BARK MULCH
PLANT STRIP w/
NATIVE SALT
TOLERANT PLANTS
5' PLANT STRIP
5' � TOP OF WALL
1
EL=6.4.4
EXISTING SAND BACKFILL
12' DOWEL 5/8' DIA.
® 24' O.C. DRILLED
EPDXY
CONCRETE WALL
DRILL OUT FOR ANCHORS
3/4' DIA. JOIN WALER TO EX. WALL W/
�\ ANCHOR ROD W/ ANCHOR BOLTS EXTENDED AS REVD
6tWASHER 4' O.C. 5/8" DIA.
6' EL=2.5t
3'z 6" (2)
6" CONCRETE
FILLER
APPROX.
FOOTING
D PROFILE DETAIL
SCALE: 1" = 2'
� 3
BOTTOM EL= -5.5f
CHILDS.DWG
UPLAND
BACK FILL
r
1
0
ROUTE 28
LOCUS
NANTUCKET SOUND
YARMOUTH, MA
KEY MAP
NO SCALE
TRIM TO FIT
CORNER EDGE
APPLY FABRIC
AS REQUIRED
' 3.5
F
o
3
z � �
N VZ..
W O.
V
1.5'
SG 9000
SHEETS
CORNER RETURN DETAIL
(NO SCALE)
REVISED 8/13/15 - REDUCE TIDELANDS ENCROACHMENT
REVISIONS
SITE PLAN
SHOWING
PROPOSED SHEATHING APPLICATION AND
GENERAL REPAIRS TO AN EXISTING CONCRETE SEAWALL
AT
154 SOUTH STREET SOUTH YARMOUTH, MA
ASSESSORS MAP 34, PARCEL 295
PREPARED FOR
ROBERT CHILDS
-a JUNE 11, 2015 SCALE - AS NOTED
Ci ---� PREPARED BY
W CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
C1vu A i1 P.O. BOX 1517 ti
EAST DENNIS, MA 02641 1 +-k®�
Jos c.�^ TEL: 508-385-1445 ''
--
�
/0",
PLAN
E
1 inch = 20 it
E
-10
0 10
20 30 40
PROFILE A -A
1"-10'
LJ BOTTOM EL.= -5.5
1W
50 60 70
'IF
5
m
-5
0
PROJECT NOTES
1. ELEVATIONS REFER TO NAVD88
2. EXISTING PIER IS LICENSED PER MASS DPW LICENSE N0.1230 DATED NOV. 18,1930
3. ACCESS SHALL BE VIA THE WATERWAY WITH LIMITED ACCESS VIA THE YARD.
4. HELICAL ANCHORS SHALL BE CAPABLE OF DEVELOPING A MIN. TENSION OF 15 KIPS WITH A MINIMUM PENETRATION
DISTANCE OF 18 FT. SPECIFIC ANCHOR SELECTION WILL AWAIT CORING AND EXISTING CONCRETE STRENGTH
DETERMINATION. THE TENSIONED ANCHOR WASHERS SHALL BE LEFT FIRM AGAINST THE CONCRETE FACE. DO NOT LOAD
THE WALL WITH ANCHOR TENSION,
5. STONE RUBBLE FRONTNG THE WALL SHALL BE REMOVED FROM THE WORK ZONE. "TOE" WALL IS INTENDED TO REPLACE
THE EXISTING STONE RIP RAP.
6. BEARING WASHERS SHALL BE 6INC% 318 MIN. THICKNESS, NON-CORRODABLE.
7. GROUT ANY HOLES OR VOIDS REMAINING FROM ANCHOR DRILLING ACTIVITY.
8. VINYL, SHEETING SHALL BE SHOREGUARD CL 9000 PANELS OR APPROVED EQUAL SET OFF FROM THE EXISTING FOOTING
APRON AS SHOWN ON THE PROFILE. SHEETING IS INTENDED TO BLOCK THE SUBDUCTION OF SEDIMENT BENEATH THE
FOOTING. DO NOT USE HYDRAULIC JETTING ACTION IN THIS AREA.
9. ALL HARDWARE, ANCHORS, BOLTS, WASHERS AND FASTENERS SHALL BE OF GALVANIZED OR STAINLESS STEEL.
IO.TIMBER FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED EQUAL CONSISTENT WITH YARMOUTH
CONSERVATION COMMISSION GUIDELHNTS.
11. INTERIOR CHANNELS OF THE SHEET PILES SHALL BE FILLED WITH SAND, TOPPED WITH A 4 IN. TO 6IN. CAP LAYER OF
MESH -ENTRAINED CONCRETE.
12.THE APRON ZONE SHALL BE SAND FILLED WITHIN ALL VOIDS AND PATCHED AND REFILLED WITH CONCRETE MIX WITH A
SURFACE PITCH TO DRAIN OFF. ALL MLX SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI.
13. EACH END SHALL BE EITHER BUTTED OR RETURNED TO UNIFORMLY BUTT THE WALL SURFACES TO EACH END,
FORM -FITTED AGAINST AND FEED IN PLACE TO THE OLDER CONCRETE WALL; DETAILS DETERMINED AT TIME OF
CONSTRUCTION.
PLANTING NOTE
THE 5 FT WIDE PLANTING STRIP MEASURED LANDWARD FROM THE TOP OF THE
CONCRETE WALL SHALL HAVE THE TURF LAWN CUT OUT AND EDGED. THE STRIP
SHALL BE PLANTED WITH NATIVE PLANTS AS FOLLOWS:
• SHORE JUNIPER (J. conferta) 2 GALLON SIZE; AT 5 FT. 0. C. SPACING
OR;
AM. BEACHGRASS (Ammophila berviligulata), 2 CULMS P LE, @ 12 W. O.C.
SPACING
OR;
BEARBERRY (Arctostaphylos Uva Ursi) I GAL. SIZE, SIN. O.C. SPACING
AMEND SOIL AS SUPPLIERS RECOMMMEND; MULCH AS REQUIRED WITH NATURAL
BARK MULCH
PLANT STRIP w/
NATIVE SALT
TOLERANT PLANTS
5' PLANT STRIP I
5' 7� TOP OFWALL
7 EL=6.4.4
EXISTING SAND BACKFILL
12" VOWEL 5/8° DIA,
0 24. O.C. DRILLED
EPDXY
CONCRETE WALL
DRILL OUT FOR ANCHORS
DIA.
ANC JOIN WALER TO EX. WALL W/
ANCHOR ROD W/ ANCHOR BOLTS EXTENDED AS REVD
6" WASHER i�4' O.C. 5/8" DIA.
Yx_8' (2)
6° o %
i8 CONCRETE'
FILLER
EI -6w
-� 'EXISTING BOTI
APPROX.
FOOTING i _ \ .1000
PROFILE DETAIL
SCALE: 1" = 2'
BOTTOM EL= -5.5t
CHILDS.DWG
UPLAND
BACK FILL
C
KEY MAP
NO SCALE
YARMOUTH, MA
9000
EETS
CORNER RETURN DETAIL
(NO SCALE)
REVISED 8/13/15 — REDUCE TIDELANDS ENCROACHMENT
REVISIONS
SITE PLAN
SHOWING
PROPOSED SHEATHING APPLICATION AND
GENERAL REPAIRS TO AN EXISTING CONCRETE SEAWALL
AT
154 SOUTH STREET SOUTH YARMOUTH, MA
ASSESSORS MAP 34, PARCEL 295
PREPARED FOR
i, ROBERT CHILDS
. JUNE 11, 2015 SCALE - AS NOTED
PREPARED BY
rro Ela far, CAPE COD ENGINEERING, INC.
+A
PERP ROBERT M. PERRY, P.E.
Cs ¢ P.O. BOX 1517
�d EAST DENNIS, MA 02641 1. a ; j
11 7� TEL: 508-385-1445 .. , . A , _ . r a
g3-PO3a
3
it
3
20
a
g
3
z
z_
F
a
a
w
w o
ZONE VE
FLOOD EL = 13
0
♦
t0
5'
O J
BASS RIVER
EL=6.4t
1
CAP
EL=2.5
�--REPLACE STONE RUBBLE
E
-10
0 10
20 30 40
PROFILE A -A
1"-10'
LJ BOTTOM EL.= -5.5
1W
50 60 70
'IF
5
m
-5
0
PROJECT NOTES
1. ELEVATIONS REFER TO NAVD88
2. EXISTING PIER IS LICENSED PER MASS DPW LICENSE N0.1230 DATED NOV. 18,1930
3. ACCESS SHALL BE VIA THE WATERWAY WITH LIMITED ACCESS VIA THE YARD.
4. HELICAL ANCHORS SHALL BE CAPABLE OF DEVELOPING A MIN. TENSION OF 15 KIPS WITH A MINIMUM PENETRATION
DISTANCE OF 18 FT. SPECIFIC ANCHOR SELECTION WILL AWAIT CORING AND EXISTING CONCRETE STRENGTH
DETERMINATION. THE TENSIONED ANCHOR WASHERS SHALL BE LEFT FIRM AGAINST THE CONCRETE FACE. DO NOT LOAD
THE WALL WITH ANCHOR TENSION,
5. STONE RUBBLE FRONTNG THE WALL SHALL BE REMOVED FROM THE WORK ZONE. "TOE" WALL IS INTENDED TO REPLACE
THE EXISTING STONE RIP RAP.
6. BEARING WASHERS SHALL BE 6INC% 318 MIN. THICKNESS, NON-CORRODABLE.
7. GROUT ANY HOLES OR VOIDS REMAINING FROM ANCHOR DRILLING ACTIVITY.
8. VINYL, SHEETING SHALL BE SHOREGUARD CL 9000 PANELS OR APPROVED EQUAL SET OFF FROM THE EXISTING FOOTING
APRON AS SHOWN ON THE PROFILE. SHEETING IS INTENDED TO BLOCK THE SUBDUCTION OF SEDIMENT BENEATH THE
FOOTING. DO NOT USE HYDRAULIC JETTING ACTION IN THIS AREA.
9. ALL HARDWARE, ANCHORS, BOLTS, WASHERS AND FASTENERS SHALL BE OF GALVANIZED OR STAINLESS STEEL.
IO.TIMBER FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED EQUAL CONSISTENT WITH YARMOUTH
CONSERVATION COMMISSION GUIDELHNTS.
11. INTERIOR CHANNELS OF THE SHEET PILES SHALL BE FILLED WITH SAND, TOPPED WITH A 4 IN. TO 6IN. CAP LAYER OF
MESH -ENTRAINED CONCRETE.
12.THE APRON ZONE SHALL BE SAND FILLED WITHIN ALL VOIDS AND PATCHED AND REFILLED WITH CONCRETE MIX WITH A
SURFACE PITCH TO DRAIN OFF. ALL MLX SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI.
13. EACH END SHALL BE EITHER BUTTED OR RETURNED TO UNIFORMLY BUTT THE WALL SURFACES TO EACH END,
FORM -FITTED AGAINST AND FEED IN PLACE TO THE OLDER CONCRETE WALL; DETAILS DETERMINED AT TIME OF
CONSTRUCTION.
PLANTING NOTE
THE 5 FT WIDE PLANTING STRIP MEASURED LANDWARD FROM THE TOP OF THE
CONCRETE WALL SHALL HAVE THE TURF LAWN CUT OUT AND EDGED. THE STRIP
SHALL BE PLANTED WITH NATIVE PLANTS AS FOLLOWS:
• SHORE JUNIPER (J. conferta) 2 GALLON SIZE; AT 5 FT. 0. C. SPACING
OR;
AM. BEACHGRASS (Ammophila berviligulata), 2 CULMS P LE, @ 12 W. O.C.
SPACING
OR;
BEARBERRY (Arctostaphylos Uva Ursi) I GAL. SIZE, SIN. O.C. SPACING
AMEND SOIL AS SUPPLIERS RECOMMMEND; MULCH AS REQUIRED WITH NATURAL
BARK MULCH
PLANT STRIP w/
NATIVE SALT
TOLERANT PLANTS
5' PLANT STRIP I
5' 7� TOP OFWALL
7 EL=6.4.4
EXISTING SAND BACKFILL
12" VOWEL 5/8° DIA,
0 24. O.C. DRILLED
EPDXY
CONCRETE WALL
DRILL OUT FOR ANCHORS
DIA.
ANC JOIN WALER TO EX. WALL W/
ANCHOR ROD W/ ANCHOR BOLTS EXTENDED AS REVD
6" WASHER i�4' O.C. 5/8" DIA.
Yx_8' (2)
6° o %
i8 CONCRETE'
FILLER
EI -6w
-� 'EXISTING BOTI
APPROX.
FOOTING i _ \ .1000
PROFILE DETAIL
SCALE: 1" = 2'
BOTTOM EL= -5.5t
CHILDS.DWG
UPLAND
BACK FILL
C
KEY MAP
NO SCALE
YARMOUTH, MA
9000
EETS
CORNER RETURN DETAIL
(NO SCALE)
REVISED 8/13/15 — REDUCE TIDELANDS ENCROACHMENT
REVISIONS
SITE PLAN
SHOWING
PROPOSED SHEATHING APPLICATION AND
GENERAL REPAIRS TO AN EXISTING CONCRETE SEAWALL
AT
154 SOUTH STREET SOUTH YARMOUTH, MA
ASSESSORS MAP 34, PARCEL 295
PREPARED FOR
i, ROBERT CHILDS
. JUNE 11, 2015 SCALE - AS NOTED
PREPARED BY
rro Ela far, CAPE COD ENGINEERING, INC.
+A
PERP ROBERT M. PERRY, P.E.
Cs ¢ P.O. BOX 1517
�d EAST DENNIS, MA 02641 1. a ; j
11 7� TEL: 508-385-1445 .. , . A , _ . r a
g3-PO3a