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GENERAL NOTES a C Theatar F, ig41
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TFIT;ARF,A INDICA AS ZONE: OF SPF,CIAL INTERESI"SIIALI, - 1Z =7--
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1. ELEVATIONS REFER TO NGVD, 1929. DF.PTIIS OF RATER AT ;LIGANHAVE NEW ANCHORS ADDED ON ALL OUT OF PLUMB PILES. THE
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LOW TIDE ARE SHOWN AS NEGATIVE VALUES. B1:NCIIMAILK IS THE BE STRAIGHTEND OR RELA
EXISTING PILINGS eHALL PCED TO
GAS VALVE IN STREET FLI+SII WITH PAVEMENT. p,pTC-Il TIIF. VF.RCI' SAL ALIGNMENT OFTHE NEW SHEEI S. 11 {
PLAN REFERENCE: TOPOGRAPHIC SITE: PLAN PREPARED BYROBIN /O
WILCOX, PLS AND CRAIG SHORT, PF„DATED FEBRUARY 2, 2110A
in. SHF.F'T PILING SHALL BE CDH SERIES425 OR EQUAL VINYL SHEET
J. ACCESS TO THF, CONSTRUCTION WORK SITE: SHALL BF, SIA TIIF. PILE WITH MINIMUM SECTION MODULUS OF 11, PANEL WIDTH OF 18 .�� Y-1 5 k 1
EXISTING DTHE CONSTRUCTION
OFF T SWORDFISH LANE. AND BY IA HE INCHES OR AS APPROVED BY THE OWNER'S ENGINEER. LIMITED .� ,r�.vss'/iv L_ ' ��.
. RIVER AS NEEDED. SEGMENTS (3 TO 4 FT.) OF THE SHEETING SHALL BE REPLACED ATA p L e u?I s .� —
I'[MF,. 8 Pond i... s.,<ecs
4. PROPOSED BULKHEAD REPAIR IS BASED UPON REPAIR EFFORT �7 `r�/>,u E.0 s%cc•.!! c.aP _ '\
CONCEPT, CONSTRUCTION METHODS AND PROTOCOL AS PROPOSED 11. SHFF.T PILE INSTALLATION SHALL BE IN GF,NERAL ACCORDANCE. _ ”- \Twat Fran
BY CAPE COD DOCKS, INC. OF WEST YARMOUTH, DIA WIT II THE TYPICAL PROFILE. WORK SHOULD BE SCHEDULED FOR 7
5.EXISTING WOOD SHEETING SIIALLBF. REMOVED ACCORDING TO - - TIMES SURROUNDING LOW TIDE. . _ _ - _ ' ' _ = _ " _ t �Y {
TILE PROPOSED PROTOCOL AND DISPOSED OF OFF SITE IN 12. ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL. MEMBER - b-,, Beach
ACCORDANCE WITHAPI'LICAILLF,SOLID W'ASTF, DISPOSAL. REPLACEM ENT W) [ERE INDICATED SHALL BE PRESSURE. TREATED - EX/S N4 ANc.•/O.ip 2ClJS
PRACTICES. E WITH
TIMBER SOLID WASTE
SHALL BE WITH PRESERVATIVE, FOR MARINE. APPLICATION OR EQUAL. S
'tNSPECTED FOR DAMAGE AND GENERAL CONDITION PRIQRTO - LOCAL ORDINANCE RESTRICTIONS MAY-APPL1'FOR PRESERVATIVE - �3) c'x/ST -
'STAI 1 ATION AND TREATMENT. DINIENSIONS OFTIIF SUI[STITUTIONS SHALL BE - 4 -'x 6 `
PROCEEDING WITH REPLACEMENT SHEETING iN.
ANCHOR REPAIR. ANY DAMAGED OIL DETERIORATED TIMBERS
-
REVIEWED AND AS AUTHORIZED. -
GALVANIZED
3
1
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SHALL BE REPLACED SUBJECT TO DIMENSIONAL
13. HARDWARE SHALL BE NON -CORROSIVE HOT DIP
RECONSIDERATION BY THE F.NGtNEEIL -
STEEL OR EQUAL.
14. VINYL SHEETS SHALL BE VIBRATED ANDIOR JETTED INTO POSITION.
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s>oSEO P �'%SS/cP L
6. EXISTING ANCHOR ROD CUTTING AND WELDING SHALL BE IN
WITH STANDARD GALVANIZED STEEL WORK AND
15. BACK FILL ANV VOIDS WITH CLEAN SAND. PROVIDE FOLLOWUP
EX/S r/�+-,G
_.�/cES
ACCORDANCE
WELDING GUIDELINES FOR WORKER SAFETY'. ROI) JOINT OVERLAP
INSPECT ]ON TO RE -FILL AREAS OF SETTLEMENT AND TO RE -
1
FACE
SHALL BE A MINIMUM OF 18 IN. AND WELDED ON BOTH SIDES. ROD
CHECK ANCHOR TENSION.
16. ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES SUCH
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PFCP O SED
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GG.�>•ah F�-<--,..o.;'r��w �c /»/�CivE�`./ T -
CLAMPS ARE RECOMMENDED
ANCHOR RODS SHALL BF. PROTECTED AT THE WELD
AS REMOVAL AND REPLACEMENT OF DECK SECTIONS FOR WORK
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7. WELDED
LOCATION USING FIELII AI'1'LICATION EPDXY CORROSION
ACCESS SHALT. BE AS DIRECTED BY THE OWNER.
PROTECTION COATINGS AND WRAPPINGS AS AVAILABLE IN
17. REPLACEMENT PILINGS WHERE NEEDED SHALL BE HAMMER
COMPLETE ACCORDANCE WITH MANUFACTL LEERS
DRIVEN WHERE, PRACTICABLE. EACH REPLACEMENT PILE; SHALL
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RECOMMENDATIONS SUBJECT I'O INSPECTION.
HE EVALUATED ON A CASE BY CASE BASIS DEPENDENT ON
8. WHERE INDICATED BY ANCHOR INSPECTION ANTI EXISTING
LOCATION.
19. LAYOUT CHANGES ARE PART OF THE PROPOSAL. TETE
3
_
-
-
-
BULKHEAD ALIGNMENT, INSTALL HELICAL SCREW EARTH
-NO
BULKHEAD LAYOUT SHALL BE CONSISTENT WITH MASS DEP
4
ANCHORS TO A SATURATED SOIL RESISTANCE OF 15 KIPS. ANCHOR
WALL DRAINAGE NOTE -
PLACEMENT SHALL CONSIDER THE EXISTING DWELLING
WATERWAYS LICENSE k 526
- FOUNDATION LOCATION AND ELEVATION. ESTABLISH
_
1 �VE,oi� Y i/1ND.
ORIENTATION AND DIRECTION ACCORDINGLYTOR EACH ANCHOR
THE SPECIFIC NEED FOR `WEEP HOLES' IN THE SHEATHING SHALL BE
- -
APPLICATION.
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En-,Qfon�E.vT
BASED UPN THE OBSERVABLE SEEPAGE TI[ROUGH THE "C" LOC
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CHANNELS AND CONFIRMATION OF THE SOIL QUALITY OF THE
U
SHEATif/� ELEI�
_ -/4 M
DEOTN EXISTING BACKFILL ALL WEEPHOLES SHALL BE PERLMANENTLY
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BACKED WITH SUITABLE GEOTEXTILE FILTER FABRIC.
F
-/3 m.
OEATN
TYPICAL BULKHEAD
PROFILE `A- A'
1 IN. = 4 FT. I r
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RAMP AND FLOAT SYST1
v/.v YL S.'/EETS
J7� BULKHEAD
EXISTING MARINEXIST
ANDING+ — -
,COD o+/osvTOBISHEll 7 r.
MATCH CONSTRUCTION AT LOT LINE . - / ' `r TO E
�� �� i - / 5'> APPLY GEOTEXTILE AT JOINT WITH NEW MATERIAL szEMovEo
\ `I� j —— COORDINATE WITH ADJACENT _kF/LL sem, L + /zoo wFto.n vo vn/ oAsrEp
PROPERTY OWNER 24
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SLAB i
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6.1. NO SCALE
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1 / EXISTING DWELLING /� �. .LEI;<6"AGL CO V
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TOPOGRAPHIC PLAN OF LAND
- - -� 7 O
' R
oNvrRv z vay�c��Ox \ SNOWING
y 6�.� o��vcr�ti 05 PROPOSED REPAIR TO
87' �'� s�° or�A�s� 5'8 AN EXISTING MARINE BULKHEAD
1 6 EX�3C A 4L1Cp.[1 L�20.15' AT
IVL9�A$N 16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA
1 j/ll/ cooR YARMOUTH ASSESSORS' MAP 25, PARCEL 13
PREPARED FOR
RALPH TOMASIAN
I 1
DECEMBER 4, 2009 SCALE — AS NOTED
5.3 PREPARED BY
a�!! ;y rOB
ear CAPE COD ENGINEERING INC.
1 !'/ Prpoy ROBERT M. PERRY P.E.
20 40 cl"AL
y'4 �LjgA> Scn z C' //N -20f i y 'se P.O. BOX 1517
�' "• �a EAST DENNIS, MA 02641
508-385-1445