HomeMy WebLinkAbout83-1873 - Plan of Land004f
GENERAL NOTES
1. ELEVATIONS REFER TO NGVD,1929. DEPTHS OF WATER AT MEAN
LOW TIDE ARE SHOt'N AS NEGATIVE VALUES. RENCI1MARK IS THE
GAS VALVF IN STREET FLASH WITH PAVEMENT.
2. PLAN REFERENCE: TOPOGRAPHIC SITE PLAN PILEPARED BY ROBIN
WILCOX, PLS AND CRAIG SHORT, PE, DATED FEBRUARY 2, 2008
-1. ACCESS TO THE CONSTRUCTION WORK SITE SHALL BE VIA THE
EXISTING DRIVEWAY OFF OF SWORDFISH LANE AND BY PARKERS
RIVER AS NEEDED.
4. PROPOSED BULKHEAD REPAIR 1S BASED UPON REPAIR EFFORT
CONCEPT, CONSTRUCTION METHODS AND PROTOCOL AS PROPOSED
BY CAPE COD DOCKS, INC. OF WEST YARMOUTH, MA
5. EXISTING WOOD SHEETING SHALL. BE REMOVED ACCORDING TO
THE PROPOSED PROTOCOL AND DISPOSED OF OFF SITE IN
ACCORDANCE WITH APPLICABLE SOLID WASTE DISPOSAL
PRACTICES. REMAINING TIMBER COMPONENTS SHALL DE
INSPECTED FOR DAMAGE AND GENERAL CONDITION PRIOR TO
PROCEEDING NVITII REPLACEMENT SHEETING INSTALLATION AND
ANCHOR REPAIR. ANY DAMAGED OR DETF.RIORATEDTIMBF.RS
SBALL BE REPLACED SUBJECT TO DIMENSIONAL
RECONSIDERATION BY THE ENGINEER
6, EXISTING ANCHOR ROD CUTTING AND WELDING SHALL HE IN
ACCORDANCE. WITH STANDARD GALVANIZED STEEL WORK AND
NNT:LDINGGI'IDELINESFORNYORKERSAFETN'. RODJOINTOVERLAP
SHALT. BE A MINIMUM OF 181N. AND WELDED ON BOTH SIDES. ROD
CLAMPS ARE RECOMMENDED
7. NN ELDED ANCDOR RODS SHALL BE PROTECTED AT THE WELD
LOCATION USING FIELD APPLICATION EPDXY CORROSION
PROTECTION COATINGS AND WRAPPINGS AS AVAILABLE IN -
COMPLETEACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS SUBJECT TO INSPECFION,
8, WHERE INDICATED BY ANCHOR INSPECTION AND EXISTING
BULKHEAD ALIGNMENT, INSTALL BELICAL SCREW EARTH
ANCHORS TO A SAI URATED SOIL RESISTANCE: OF 15 KIPS. .ANCHOR
PI.ACEMLNTSDALL CONSIDER THE: EXISTING DWELLING
FOUNDATION LOCATIONAND ELEVATION. ESTABLISH
ORIENTATION AND DIRECTION ACCORDINGLY FOR EACH ANCHOR
APPLICATION.
9. THE AREA INDICATED AS -ZONE OF SPECIAL. INTEREST"SHALL
HAVE NEW ANCHORS ADDED ON ALL OUT OF PLUMB PILES. THE
EXISTING PILINGS SHALT, BE STRAIGHTEND OR REPLACED TO.
MATCH THE VERTICAL ALIGNMENT OF THE NEW SHEETS: '
10. SIIFET PILING SHALL RE CMI SERIES 425 OR EQUAL VINYL SHEET
PILE WITH MINIMUM SECTION MODULUS OF Il, PANELWIDTH OF 18
INCITES OR AS APPROVED BY THE OWNER'S ENGINEER. LIMITED
SEGMENTS (3 TO 4 FT.) OF THE SHEETING SIIALL BE REPLACED AT A
TIME.
11.SHEET PILE INSTALLATION SHALL. BE IN GENERAL ACCORDANCE:
WITH THE TYPICAL PROFILE. WORK SHOULD BE SCHEDULED FOR
TIMES SURROUNDING LOW TIDE. .
12. ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL MEMBER
REPLACEMENT WTIERF INDICATED SIIALL RE PRESSURE TREATED
WITH PRESERVATIVE FOR MARINE APPLICATION OR EQUAL.
LOCAL ORDINANCE RESTRICTIONS MAY APPLY FOR PRESERVATIVE'
TREATMENT. DIMENSIONS OF THE SUBSTITU FIONS SHALL BE
REVIEWED AND AS AUTHORIZED.
13.ILNRDWARESIIALI,BENON-CORROSIVE HOTDIPGALVANTZED
STEEL OR EQUAL.
14. VINYL. SHEETS SHALL BE VIBRATED AND/OR JETTED INTO POSITION.
15. BACK FILL ANY VOIDS WITH CLEAN SAND. PROVIDE FOLLOWUP
INSPECTION TO RE -FILL AREAS OF SETTLEMENT AND TO RF. -
CHECK ANCHOR TENSION.
16. ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES SUCH
AS REMOVAL AND REPLACEMENT OF DECK SECTIONS FOR WORK
ACCESS SHALL BE AS DIRECTED BY THE OWNER.
17. REPLACEMENT PILINGS WHERE NEEDED SHALL BE HANIIER -
DRIVEN WHERE PRACTICABLE. EACH REPLACEMENT PILE SHALL
BE: EVALUATED ON A CASE BY CASE 13ASIS DEPENDENT ON
LOCATION.
IS. NO LAYOUT CHANGES ARE PART OF THE PROPOSAL, THE
BULKH F,AD LAYOUT SHALL BE CONSISTENT WITH MASS DFP
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WALL DRAINAGE NOTE
THE SPECIFIC NEED FOR `WEEP HOLES' EN THE SHEATHING SHALL. BE
BASED UPN THE OBSERVABLE SEEPAGE THROUGH THE "C" LOC
CHANNELS AND CONFTRYIAT ION OF THE SOIL QUALITY OF THE
EXISTING BACKFILL. ALL W'EEPHOLES SHALL BE PERMANENTLY
BACKED WITH SUITABLE GEOTEXTILE FILTER FABRIC.
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rrtew, / MATCH CONSTRUCTION AT LOT LINE
APPLY GEOTEXTILE AT JOINT WITH NEW MATERIAL)
A�;� COORDINATE, WITH ADJACENT
PROPERTY OWNER
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WALL DRAINAGE NOTE
THE SPECIFIC NEED FOR `WEEP HOLES' EN THE SHEATHING SHALL. BE
BASED UPN THE OBSERVABLE SEEPAGE THROUGH THE "C" LOC
CHANNELS AND CONFTRYIAT ION OF THE SOIL QUALITY OF THE
EXISTING BACKFILL. ALL W'EEPHOLES SHALL BE PERMANENTLY
BACKED WITH SUITABLE GEOTEXTILE FILTER FABRIC.
EX/.S T- /O
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pp 40
PLAN 3CFIL E 1Zr20fi
PLAN VIEW BULKHEAD DETAIL,
NO SCALE
R
` FY/Sr
we oo
SNEA T�/NG i
To [? E
.4 EM C v EO
5;Nr L ✓n/ 0/9S4'EQ
70 oEQ v mAn� e�
TOPOGRAPHIC PLAN OF LAND
SHOWING
PROPOSED REPAIR TO
AN EXISTING MARINE BULKHEAD
AT
16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA
YARMOUTH ASSESSORS' MAP 25, PARCEL 13
PREPARED FOR
RALPH TOMASIAN
DECEMBER 49 2009 SCALE - AS NOTED
F=ERI
PREPARED BY
CAPE COD ENGINEERING, INC
ROBERT NI. PERRY, P.E.
r1�
3s 11.0. BOX 1517
aA EAST DENNIS, MA 02641
E 508-385-1445
CM/ v/n/YL
SHEETS T -o -
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24
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pp 40
PLAN 3CFIL E 1Zr20fi
PLAN VIEW BULKHEAD DETAIL,
NO SCALE
R
` FY/Sr
we oo
SNEA T�/NG i
To [? E
.4 EM C v EO
5;Nr L ✓n/ 0/9S4'EQ
70 oEQ v mAn� e�
TOPOGRAPHIC PLAN OF LAND
SHOWING
PROPOSED REPAIR TO
AN EXISTING MARINE BULKHEAD
AT
16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA
YARMOUTH ASSESSORS' MAP 25, PARCEL 13
PREPARED FOR
RALPH TOMASIAN
DECEMBER 49 2009 SCALE - AS NOTED
F=ERI
PREPARED BY
CAPE COD ENGINEERING, INC
ROBERT NI. PERRY, P.E.
r1�
3s 11.0. BOX 1517
aA EAST DENNIS, MA 02641
E 508-385-1445