HomeMy WebLinkAbout83-1873 - Plan of Land003GENERAL NOTES
1, ELEVA11ONS REFERTO NGV'll, 1929. IIEI'THS OF WATER AI' MEAN
LOW' TIDE ARE SHOWN AS NEGATIVE VALUES, BENCHMARK IS TIIE
GAS VALVE IN STREET FLUSII WITH PAVFME:NT.
2. PLAN REERENCE
W ILCOXFPLS AND: CRAIG SHORT, E' DATED FEBRUARY 2, 213(IflD BY (I131N
3. ACCESS TO THE CONSTRUCTION WORK SITE SHALL BE VIA THE
FXISTING DRIVEWAY OFF OF SWORDFISH LANE. AND BY PARKERS
RIVER AS NEEDED.
4. PROPOSED BULKHEAD REPAIR IS BASED UPON REPAIR EFFORT
CONCEPT, CONSTRUCTION METHODS AND PROTOCOL. AS PROPOSED
BY CAPE COD HOCKS, INC. OF WEST YARSIOU"I'll, MA
S. EXISTING WOOD SHEETING SHALE HE REMOVED ACCORDING TO
THF: PROPOSED PROTOCOL AND DISPOSED OF OFF SITE IN
ACCO11DANCE NN ITA APPLICABLE SOLID WASTE DISPOSAL
PRACTICES. REMAINING TIMBER COMPONENTS SHALL BE
INSPECTED FOR DAMAGE AND GENERAL. CONDITION PRIOR TO
PROCEEDING WITH RF.PLACEME;NT SIZE TING INSTALLATION AND
ANCHOR REPAIR, ANY DAMAGED OR DFTERIORATEDTIMBERS
SHALL BE REPLACED SUBJECT TO DIMENSIONAL
RECONSIDERATION BY THE ENGINEER.
6. EXISTING ANCHOR ROD CUTTING AND WELDING SHALL. BE IN
ACCORDANCE WITH STANDARD GALVANIZED STEEL WORK AND
WELDING GUIDELINES FOR WORKER SAFETY. ROTE JOINT OVERLAP
SHALL BE A MINIMUM OF 181N. AND WELDED ON BOI'11 SIDES, ROD
CLAMPS ARE RECOMMENDED
7. WELDED ANCHOR ROILS SHALL BE PROTECT ED AT TIH: WELD
LOCATION USING FIELD APPLICATION EPDXY CORROSION
PRO]TECTION COATINGS AND WRAPPINGS AS AVAILABLE. IN
COAIPLIA E ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS SUBJECT TO INSPECTION.
8. WHERE INDICATED BY ANCHOR INSPECTION AND EXISTING
BULKIIF.AD ALIGNMENT, INSTALL IIF.LICAL SCREW EAR'EII
ANCHORS TO A SATURATED SOIL RESISTANCE OF 15 KIPS. ANCHOR
PLACEMENTSHALL CONSIDER THE EXISTING DWELLING
FOUNDATION LOCATION AND ELEVATION. F.STABLISII
ORIENTATION AND DIRECTION ACCORDINGLY FOR EACH ANCHOR
APPLICATION.
9. I HE; AREA INDICATED AS" ZONE OF SPECIAL INTEREST" SHALL
HAVE NEW ANCHORS ADDED ON ALL OUT OF PLUMB PILES. THE
EXISTING PILINGS SHALL. BE STRAIGIITEND OR REPLACED TO
MATCH THE VERTICAL ALIGNMENT OF THE NEW SHEETS.
to. SHEET PILING SHALL 13E CMI SERIFS 425 OR FQUAL VINYI• SILEET
PILE Wil IF MINIMUM SECTION MODUL(IS OF I1, PANEL WIDTH OF IS
INCIIFS ORAS APPROVED IVYTDF ONVNFIUS ENGINEER. LIMITED
SEGMENTS (3 TO 4 FT.) OF TIIE SHEETING SIIALL. IIF. REPLACED ATA
TIME.
11. SILEET PILE INSTALLATION SDALL BE IN GENE R.&I. ACCORDANCE:
WITH THE TYPICAL PROFILE:. WORK SHOULD BF SCHEDULED FOR
TIMES SURROUNDING LOW TIDE. .
12. ALL TIMBER I'SED FOR TIIE HORIZONTAL, S"FRUCTURAL MEMBER
REPLACEIIEN'F WHERE INDICATED SHALL BE PRESSURE TREATED
M 11 It PRF.SI:RV ATIVE FOR MARINE: APPLICATION OR EQUAL..
LOCAL ORDINANCE: RESTRICTIONS MAYAPPLY FOR PRIFSERVATIVE
I'RFATMENT. UTAIENSIONS OF TIIF. SPIri Til UTIONS SI IALL ItE
REVIEWED AND AS AUTHORIZED.
13. HARDWARE SHALL BE NON -CORROSIVE HO'T ILII' (AI V'ANIZED
STEEL OR EQUAL.
14. VINY'l. SHEETS SHALL BE VIBRATED ANWOR JETTED INTO POSITION.
15. BACK FILL ANS VOIDS WTT11 CLEAN SAND. PROVIDE FOLLOWL'P
INSPECTION TO RE -FILL AREAS OF SETTLEMENT AND TO RE -
CIIF.0
K ANCA
OR TENSION.
16. ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES SUCH
AS REMOVAL. AND REPLACEMENT 0I7 DECK SECTIONS FOR WORK
ACCESS SHALL BE AS DIRECTED BY THE OWNER.
17. REPLACEMENT PILINGS WHERE NEEDED SHALL BY HAMMER -
DRIVEN WHERE PRACTICABLE. EACH REPLACEMENT PILE SHALL
BE EVALUATED ON A CASE BY CASE BASIS DEPENDENT ON
LOCAI ION.
18. NO LAYOUT CHANGES ARE PART OF THE PROPOSAL. TIIE
BULKIIEAD LAYOUT SHALL BE CONSISTENT WITH MASS DTI'
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NO SCALE
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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
1OF, DECEMBER 4, 2009 SCALE — AS NOTED
" PREPARED BY
i
ROBERT CAPE COD ENGINEERING, INC.
/ M t
EVRY ROBERT M. PERRY, P.E.
u. 5 IL 8 a P.O. BOX 1517
EAST DENNIS, MA 02641
'"ALE 508-385-1445