HomeMy WebLinkAbout154 South Street Site Plani
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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 FF. 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 TONE. "TOE" WALL IS INTENDED TO REPLACE
0x9 THE EXISTING STONE RIP RAP.
6. BEARING WASHERS SHALL BE 6INCH, 318 MIN. THICKNESS, NON•CORRODABLE. r
�p -0x6 7. GROUT ANY HOLES OR VOIDS REMAINING FROM ANCHOR DRILLING ACTIVITY.
��� NaCl ;o APV 8. VINYL SHEETING SHALL BE SHOREGUARD CL 9000 PANELS OR APPROVED EQUAL SETOFF FROM THE EXISTING FOOTING
BLOCK THE SUBDUCTION OF SEDIMENT BENEATH THE
Zv-0 APRON AS SHOWN ON THE PROFH E. SHEETING IS INTENDED TO
FOOTING. DO NOT USE HYDRAULIC JETTING ACTION IN THIS AREA.
,�• 9. ALL HARDWARE, ANCHORS, BOLTS, WASHERS AND FASTENERS SHALL BE OF GALVANIT,ED OR STAINLESS STEEL.
10.TLMBER FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED EQUAL CONSISTENT WITH YARMOUTH
CONSERVATION COMMISSION GUIDELINES.
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.
MIRE APRON ZONE SHALL BE SAND FILLED WITHIN ALL VOIDS AND PATCHED AND REFILLED WITH CONCRETE MDC WITH A
RUBBLE STONE SURFACE PITCH TO DRAIN OFF. ALL MDC SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 FSS.
ASSa FOUND (TYP.]E
A13.EACH END SHALL BE EITHER BUTTED OR RETURNED TO UNIFORMLY BUTT THE WALL SURFACES TO EACH END,
�p FORM -FITTED AGAINST AND FIXED IN PLACE TO THE OLDER CONCRETE WALL; DETAILS DETERMINED AT TIME OF
psi CONSTRUCTION.
s WIDE A q PLANTING NOTE
STAIRS
THE 5 FT WIDE PLANTING STRIP MEASURED LANDWARD FROM THE TOP OF THE
F�SnNc g, CONCRETE WALL SHALL HAVE THE TURF LAWN CUT OUT AND EDGED. THE STRIP
_ of Ice) SIRLL BE PLANTED WITH NATIVE PLANTS AS FOLLOW&
SHORE JUNIPER (J. conferta) 2 GALLON SIZE; AT 5 FT. 0, C. SPACING
OR;
AAL BEACHGRASS (Ammophila berviligulata), 2 CULMS PER HOLE, @ 12 IN. O.C.
SPACING
OR;
BEARBERRY (Arctostaphylos Uva Ursi) i GAL. SIZE, 24 IN. O.C. SPACING
R�� ze
ROUTE 28
NA1ITU�ET
'LOCUS
couNo
YARMOUTH, MA
KEY MAP
NO SCALE
TRIM TO FIT
CORNER EDGE
APPLY FABRIC
AS REQUIRED
AMEND SOIL AS SUPPLIERS RECOMMMEND; MULCH AS REQUIRED WITH NATURAL
DRILL OUT FOR ANCHORS
_
3/4' DIA. JOIN WALER TO EX. WALL W/
ANCHOR ROD W/
BARK MULCH _
6' WASHER
4. O.C. 5/8' DIA.
6•
P EL=2.5t
3'x 8' (2)
6'
TO REMAIN FLA1,17 STRIP W/ -
UPLAND
r
t!
G
$
CONCRETE
NATIVE SALT
TOLERANT PLANTS BACK FlLL�y
L =-W
EL.
EXISTING BOTTOM
APPROX.
Z
FOOTING
5 PLANT STRIP
6
3
5 7� TOP OFWALL
F
oZ
7 EL=6.4.4
PLAN
o�
–
-_--=
� 3
EXISTING CONCRETE WALL
J 20 60 VXISTIM SAND BACKFILL
_
_
—
SG 9000
SuEFTS
1 1 inch = 20 tL
cx
20
W ZONE VE
W FLOOD EL = 13
10 s oBASS RIVER
EL=6.4t
CAP EL=2'5 REPLACE STONE RUBBLE
0
"` EXISTING BO1T0
BOTTOM EL= -5.5
1 iZ
-10
g
0 10 20 30 40 50 60 I 70
PROFILE A—A
1s=10'
5
Is"
-5
12' DOWEL 5/8' DIA.
D 24' O.C. DRILLED
EPDX,
a
DRILL OUT FOR ANCHORS
_
3/4' DIA. JOIN WALER TO EX. WALL W/
ANCHOR ROD W/
ANCHOR BOLTS EXTENDED AS READ
6' WASHER
4. O.C. 5/8' DIA.
6•
P EL=2.5t
3'x 8' (2)
6'
r
18'•
CONCRETE
FILLER
L =-W
EL.
EXISTING BOTTOM
APPROX.
FOOTING
3
oZ
o�
� 3
" BOTTOM EL= -5.5t
O 5 10
PROFILE DETAIL
SCALE: 1" = 2'
CHILDS.DWG
9.
b�CORNER RETURN DETAIL
(NO SCALE) _ _
FILE COPY
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 YARIMOUTH, MA
ASSESSORS MAP 34, PARCEL 295
o cna�
PREPARED FOR � o
ROBERT CHILDS `" m
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Yh -wUNE 11 2015 SCALE - AS NOTE C'
PREPARED BY c k o ea
o` ROBERT �Y r
Y N!: . T CAPE COD EAIGINEERING, PdC. s m o o
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a NOPE3R5k&Ys„ P.F.
CIVIL M. , c
0 P.O. BOX 1517 0 0 0 1
EAST DENNIS, MA 02641 I �0- o `O
TEL: 508-385-1445 ^fix
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