HomeMy WebLinkAbout83-1663 - Bulkhead Renovations PlanIIT
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GENERAL NOTES
ENCROACHMENT AS ML'CII AS POSSIBLE DURING THE
FXi1 i two,^•O _S h/E Tir,G
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ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL
MEMBERS SHALL BF PRESSURE TREATED WITH CCQ
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OR NON — LEACHING COMPOSITE MATERIALS AS APPROVED BY',
1.
ELEVATIONS REFER TO NGVD, 1929. DEPTHS OF WATER AT
DE ,-% raf _ F •
6.
HARDWARE SHALL BE NON -CORROSIVE METAL HOT DIP
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MEAN LOW TIDE ARE SHOWN AS NEGATIVE VALUES.
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7.
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ACCESS TO THE WORK SITE SHALL BE VIA THE PAVED
8.
BACK FILL THE VOID BETWEEN THE TWO WALL FACES WITH
PORTIONS OF THE SITE AND VIA THE RIVER
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ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES
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FX/ S T. E'U! /;'ffFri [u '•^f/
SCHEDULED FOR TIMES OF LOW TIDE. MINIMIZE SEAWARD
1
GENERAL NOTES
ENCROACHMENT AS ML'CII AS POSSIBLE DURING THE
FXi1 i two,^•O _S h/E Tir,G
0 Sc A?r E�
fl�,:.i
ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL
MEMBERS SHALL BF PRESSURE TREATED WITH CCQ
(
PRFSFRVATIVY FOR MARINE APPLICATION OR EQUAL.
6 y
OR NON — LEACHING COMPOSITE MATERIALS AS APPROVED BY',
1.
ELEVATIONS REFER TO NGVD, 1929. DEPTHS OF WATER AT
DE ,-% raf _ F •
6.
HARDWARE SHALL BE NON -CORROSIVE METAL HOT DIP
MEAN LOW TIDE ARE SHOWN AS NEGATIVE VALUES.
J
7.
I
2.
ACCESS TO THE WORK SITE SHALL BE VIA THE PAVED
8.
BACK FILL THE VOID BETWEEN THE TWO WALL FACES WITH
PORTIONS OF THE SITE AND VIA THE RIVER
9.
ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES
`
3.
SHEET PILING SHALL BE -C-LOC", CRANE MATERIALS
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FOR WORK ACCESS SHALL, BE AS DIRECTED BY TIIE OWNER
10. NO LAYOUT CHANGES TO THE BOATYARD FACILITY ARE PART
INTERNATIONAL (CMI) OR EQUAL VIN1T. SHEET PILE WITH A
MINIMUM SECTION DEPTH OF 9 INCHES, MINIMUM PANEL
WIDTH OF 24 INCHES OR AS APPROVED BY THE OWNER'S
LLrvET EYTF/`/T i
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ENGINEER
4.
SHEET PILE INSTALLATION SHALL BE IN CENERAL
S +
8 _
!Ac— S SFE T/'�'i O.0
ACCORDANCE WITH THE TYPICAL PROFILE. WORK SHOULD BE
ROPOSAL
FX/ S T. E'U! /;'ffFri [u '•^f/
SCHEDULED FOR TIMES OF LOW TIDE. MINIMIZE SEAWARD
1
ENCROACHMENT AS ML'CII AS POSSIBLE DURING THE
CONSTRUCTION.
0 Sc A?r E�
S.
ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL
MEMBERS SHALL BF PRESSURE TREATED WITH CCQ
PRFSFRVATIVY FOR MARINE APPLICATION OR EQUAL.
STRUCTURAL COMPONENTS MAY BE COMPRISED OF ALLOYS'.
OR NON — LEACHING COMPOSITE MATERIALS AS APPROVED BY',
THE OWNER'S ENGINEER-
NGINEER6.
6.
HARDWARE SHALL BE NON -CORROSIVE METAL HOT DIP
GALVANIZED STEEL OR EQUAL'..
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7.
VIN -YL SHEETS SHALL BE VIBRATED AND JETTED INTO
POSITION.
8.
BACK FILL THE VOID BETWEEN THE TWO WALL FACES WITH
CLEAN, MEDIL'NI GRANULAR SAND.
9.
ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES
`
SUCH AS REMOVAL AND REPLACEMENT OF DECK SECTIONS
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FOR WORK ACCESS SHALL, BE AS DIRECTED BY TIIE OWNER
10. NO LAYOUT CHANGES TO THE BOATYARD FACILITY ARE PART
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PLAN SHOWING
'ROPOSED RENOVATIONS TO AN EXISTING MARINE
BULKHEAD
IN Yarmoeth C_onservation- Cemmi
BASS RIVER
AT APR 3 0 2004
SHIP SHOPS, INC.
SAILING VILLAGE WAY, SOUTH YARNIpI1 11 AIAr j9Ptk
JANUARY 12, 2004 ���� -�►$ y0 �
PREPARED BY
311 51---1 4
CAPE COD ENGLVEERL%-Q INC
/1 I/ 1 C wEn' S0 LE:LAND RD. BREW'STER, MA 02631 508496-4861
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