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FRoFILE
5C.'O'LS •- I IN. = 4 T r.
S. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS
ROUTE SHOWN ON THE SITE PLAN AND VIA THE RIVER
L THE WORK ACTnTTY SHALL OCCUPY A MINIMUM AREA
P'it 1. i I R(tSTi N 6 TO ACCOMPLISH THE INSTALLATION OF THE TIMBER
NC1'+ L is P' SZAr BULKHEAD.
1 X! ANp (pt yC ¢GiZ 7. ALL TIMBER USED FOR THE BULKHEAD SHALL BE
SOUTHERN YELLOW PINE CONSTRUCTION GRADE,
I g EGM T p`L i' TREATED WITH C.C.A. TO A RETENTION OF 2.5 LBSJ C.F.;
- /�• �Q E � `. guy f �/ / / COMPOSITE OR HIGH STRENGTH PVC IS PERMITTED UPON
ENGINEERS REVIEW OF SPECIFIC SHEET SECTION
PROPERTIES
9- AT A MINIM Uhl, THE ENDS AND CORNERS SHALL BE LIKED
gVujN a `? "Ir WITH A GEOTEXTILE WOVEN FILTER FABRIC WHERE
TONGUE AND GROOVE SHEETS CAN NOT MEET, WHERE
MLW C). d=) =
wpSY I,��} � • �i• •,6�Q• � BUTTED AGALNSTADJACENT SHEETS. IFPOSSIBLE FILTER
-• '(IM FABRIC WTLL BE BENEFICIAL AT ALL POSSIBLE
.ttJ� I LOCATIONS BEIHN'D THE BULKHEAD. PROVIDE FABRIC
G , S FOR APPROX.3 FT. Pi EACH DIRECnON FROM THE
CORNERS. COMPACT BACKFILL AS IT IS PLACED.
_ L _ S O # sl y U �� 9. HARDWRoDs,N� ANBD AS ftBAO.L S, HASHERS, ALVANNCHOR TI
LONG l3 1N�� ScJ` STEEL
�j 10. ALL rnx MATERIAL SHALL BE OF CLEAN COMPOSITION,
FREE OF ANY DEBRIS, ORGANICS OR FINE SOIL MATERIAL
SUCH AS SILT OR CLAY.
11. ALL DEBRIS FROM CONSTRUCTION SHALL BE REMOVED
FROM THE SITE. UNSUITABLE RUBBLE OR DEBRIS
ENCOUNTERED SHAM BE TAKEN OFF THE SITE.
12. DISTURBED AREAS ABOVE THE BLI.KHEAD SHALL BE
RESTORED TO A STABLE CONDMON As EXISTING WITH
SUITABLE VEGETATIVE COVER: AMERICAN BEACH GRASS,
P L IN N V I E W BAYBERRY AND RUGOSA ROSES.
SC.4L6 1 IN. a ?A FT
r
SC,AL&: I IN.
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cj�urNr =tL-SINK
-ne-oAc4A IF vt=slfct=fl
• t•AIi�L� Z • 8
crrv.o l•r7 _
16 LoI1Gx fOrfltA.
FILICD
TOPOGRAPHIC PLAN
SHOWING
PROPOSED
BULKHEAD SEGMENT REPLACEMENT
AT
96 RIVER STREET, SOUTH YARMOUTH, MA
JANUARY 219 2008 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
of ROBERT M. PERRY, P.E.
P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445
'o FT
CONSTRUCTION NOTES
Z
L
ELEVATIONS REFER TO MEAN LOW WATER FOR
BENCILMARK USE THE TOP OF THE EXISTING BULKHEAD
_
PORTION (:'. EL - S. TRANSFER TO A STABLE POINT PRIOR
TO REMOVAL OF OLD BULKHEAD. CONTACTCAPE COD
0
ENGINEERING, INC. FOR ADDITIONAL ELEVATION
INFORMATION AS NEEDED.
I
LOCUS: YARMOUTH ASSESSORS' MAP 43, PARCEL 43
3.
TOPOGRAPHIC DATA IS THE RESULT OF A SURVEY
PERFORMED DURING DECEMBER 2097.
4.
THE EXISTING BULKHEAD, STAIRS AND PIER ARE
CURRENTLY LICENSED FOR MAINTENANCE BY MASS. DEP
WATERWAYS LICENCE NO. 4451, ISSUED MAY 5,1995,
RECORDED MAY 25, 1995 AT THE BARNSTABLE COUNTY
iC
REGISTRY OF DEEDS.
S. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS
ROUTE SHOWN ON THE SITE PLAN AND VIA THE RIVER
L THE WORK ACTnTTY SHALL OCCUPY A MINIMUM AREA
P'it 1. i I R(tSTi N 6 TO ACCOMPLISH THE INSTALLATION OF THE TIMBER
NC1'+ L is P' SZAr BULKHEAD.
1 X! ANp (pt yC ¢GiZ 7. ALL TIMBER USED FOR THE BULKHEAD SHALL BE
SOUTHERN YELLOW PINE CONSTRUCTION GRADE,
I g EGM T p`L i' TREATED WITH C.C.A. TO A RETENTION OF 2.5 LBSJ C.F.;
- /�• �Q E � `. guy f �/ / / COMPOSITE OR HIGH STRENGTH PVC IS PERMITTED UPON
ENGINEERS REVIEW OF SPECIFIC SHEET SECTION
PROPERTIES
9- AT A MINIM Uhl, THE ENDS AND CORNERS SHALL BE LIKED
gVujN a `? "Ir WITH A GEOTEXTILE WOVEN FILTER FABRIC WHERE
TONGUE AND GROOVE SHEETS CAN NOT MEET, WHERE
MLW C). d=) =
wpSY I,��} � • �i• •,6�Q• � BUTTED AGALNSTADJACENT SHEETS. IFPOSSIBLE FILTER
-• '(IM FABRIC WTLL BE BENEFICIAL AT ALL POSSIBLE
.ttJ� I LOCATIONS BEIHN'D THE BULKHEAD. PROVIDE FABRIC
G , S FOR APPROX.3 FT. Pi EACH DIRECnON FROM THE
CORNERS. COMPACT BACKFILL AS IT IS PLACED.
_ L _ S O # sl y U �� 9. HARDWRoDs,N� ANBD AS ftBAO.L S, HASHERS, ALVANNCHOR TI
LONG l3 1N�� ScJ` STEEL
�j 10. ALL rnx MATERIAL SHALL BE OF CLEAN COMPOSITION,
FREE OF ANY DEBRIS, ORGANICS OR FINE SOIL MATERIAL
SUCH AS SILT OR CLAY.
11. ALL DEBRIS FROM CONSTRUCTION SHALL BE REMOVED
FROM THE SITE. UNSUITABLE RUBBLE OR DEBRIS
ENCOUNTERED SHAM BE TAKEN OFF THE SITE.
12. DISTURBED AREAS ABOVE THE BLI.KHEAD SHALL BE
RESTORED TO A STABLE CONDMON As EXISTING WITH
SUITABLE VEGETATIVE COVER: AMERICAN BEACH GRASS,
P L IN N V I E W BAYBERRY AND RUGOSA ROSES.
SC.4L6 1 IN. a ?A FT
r
SC,AL&: I IN.
-gAss _R I ve7z
cj�urNr =tL-SINK
-ne-oAc4A IF vt=slfct=fl
• t•AIi�L� Z • 8
crrv.o l•r7 _
16 LoI1Gx fOrfltA.
FILICD
TOPOGRAPHIC PLAN
SHOWING
PROPOSED
BULKHEAD SEGMENT REPLACEMENT
AT
96 RIVER STREET, SOUTH YARMOUTH, MA
JANUARY 219 2008 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
of ROBERT M. PERRY, P.E.
P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445
'o FT