HomeMy WebLinkAboutBLD-18-006844JOIN/MATCH W/ /
VINYL SHEETS A
#7 SWORDFISH LN.
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SWORDFISH DRIVE
70.00'
C\�
6 — — BULKHEAD W.W. LICENSE #1294
— — — —
-. POLE 6` \ EDGE OF LAWN �IRRIGATION
_ LD) RAMP
FLOAT o
MHW ALONG
WALL FACE
REMOVE RAMP, FLOATS do 70'f EASTLNG BULKHEAD I
LANDING AS REQUIRED TO RECEIVE LOWER LEVEL. '
SHEET PILE (SEE DETAIL)
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PILEo + I /PILE
TIDAL LAGOON
FLOOD 0
EBB I m
� oil
o
PLAN
20 10 0 20
1 inch = 20 iL
0
00
II
UPLAND
w
LAGOON
0
0
TOP OF SHEETS
BACK FILL I 4" x 6" WALE
THRU–BOLTED
TO PILES w/
5/8" BOLTS
II M
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I I SHEETS
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II I I
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PROFILE DETAIL
(NO SCALE)
UPLAND ---�� BULKHEAD SEGMENT
w/ 4"x6"vWALE~..._�
PLAN VIEW DETAIL
(NO SCALE)
r nv
�- 6't -�
VARIES
PLAN
SHOWING
PROPOSED MARINE BULKHEAD SHEET REPAIR
GENERAL NOTES
FOREST
JAMES DUNBAR
�o
� ROgO
1.
ELEVATIONS REFER TO NAVD,1988. CONTACT CAPE COD ENGINEERING FOR BENCHMARK
ROUTE 28 u,
`' ' ' : •
2.
DATA.
ACCESS TO THE WORK SITE SHALL BE VIA THE OPEN YARD FOR HAND CARRYING
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Q
PREPARED BY
EQUIPMENT AND MATERIALS AND VIA THE WATERWAY BY BARGE.
LOCUS w
PERRY �
3.
SHEET PILING SHALL BE SHOREGUARD 425 OR EQUAL VINYL SHEET PILE WITH A BOX
SECTION. THIS SPECIFICATION PERMITS A MINIMUM OFFSET FROM THE EXISTING
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� SNORE OR/
ryry
P.O. BOX 1517
.3 VE,', : •
EAST DENNIS, MA 02641
TEL: 508-385-1445
BULKHEAD BY WRAPPING THE SECTION AROUND THE FACE PILINGS
SpUND
4.
SHEET PILE INSTALLATION SHALL BE IN GENERAL ACCORDANCE WITH THE TYPICAL
LENS ET
PROFILE, WORK SHOULD BE SCHEDULED FOR TIMES OF LOW TIDE. MINIMIZE, SEAWARDBAY
NPN��CK
ENCROACHMENT AS MUCH AS POSSIBLE DURING THE CONSTRUCTION. SHEETS MAY BE
TAILORED TO FIT ASS NEEDED. USE STAINLESS STEEL BOLTS FOR SHEETPILE SPLICING.
CONSULT WITH ENGINEER FOR GUIDANCE.
5.
ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL MEMBERS SHALL BE k ONSISTENT
YARMOUTH, MA
WITH TOWN OF YARMOUTH CONSERVATION COMMISSION WOOD TREATMENT
RESTRICTIONS.
KEY MAP
6.
HARDWARE SHALL BE NON -CORROSIVE METAL. HOT DIP GALVANIZED STEEL OR EQUAL.
NO SCALE
7.
VINYL SHEETS SHALL BE VIBRATED AND INTO POSITION.
8.
BACK FILL THE VOID BETWEEN THE TWO WALL FACES WITH CLEAN, MEDIUM GRANULAR
W
SAND. A WOOD CAP MAY BE ADDED TO ALLOW FOR ACCESS FOR BACKFILL SETTLEMENT
--._
9.
ADJUSTMENTS TO THE EXISTING FLOAT AND OTHER FEATURES SUCH AS TEMPORARY
REMOVAL OF THE RAMP LANDING FOR WORK ACCESS SHALL BE AS DIRECTEi) BY THE
OWNER.
10.THE WORK AREA SHALL REMAIN NEAT WITH PROPER CONTROL AND DISPOSAL OF
�-
DEBRIS.
11. NO LAYOUT CHANGES TO THE FACILITY ARE PROPOSED.
Z
Q
Q
UPLAND
w
LAGOON
0
0
TOP OF SHEETS
BACK FILL I 4" x 6" WALE
THRU–BOLTED
TO PILES w/
5/8" BOLTS
II M
i
I
I
hSGli u
I I SHEETS
nt
II I I
IiI
u
PROFILE DETAIL
(NO SCALE)
UPLAND ---�� BULKHEAD SEGMENT
w/ 4"x6"vWALE~..._�
PLAN VIEW DETAIL
(NO SCALE)
r nv
�- 6't -�
VARIES
PLAN
SHOWING
PROPOSED MARINE BULKHEAD SHEET REPAIR
PREPARED FOR
JAMES DUNBAR
AT
3 SWORDFISH WAY, SOUTH YARMOUTH, MA
ASSESSORS MAP 25, PARCEL 9
`' ' ' : •
OCTOBER 12, 2017 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
PERRY �
ROBERT M. PERRY, P.E.
ryry
P.O. BOX 1517
.3 VE,', : •
EAST DENNIS, MA 02641
TEL: 508-385-1445
"�'�DUNBAR.DWG