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•c o fo Lo 3 o CONSTRUCTION NOTES
4 1. ELEVATIONS REFER TO NGVD. ELEVATION BENCH MARK IS THE CORNER OF
THE TIMBER PLATFORM WHERE SHOWN. TRANSFER ELEVATION PRIOR TO
C REMOVING THE PLATFORM TO DO THE WORK CONTACT CAPE COD
CQ ENGINEERING, INC FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
t V N �F/V !' T4' S 6�i'/ S"T/ N G �, - 2. LOCUS: SNUG HARBOR ROAD, MAP91, PARCEL 196
3. PIAN REFERENCE. LCP 17802, LOT 77: DEP WATERWAYS LICENCE PLAN 43412
J GrNCRFTE .C'FT• �'LA[L U Z 4, CONSTRUCTION ACCESS SHALL BE DIRECTLY FROM SNUG HARBOR ROAD.
lL QN S. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH
THE INSTALLATION OF THE STONE ARRAY. EQUIPMENT AND MATERIAIS
IN 20 CY W HANDLING SHALL BE IN ACCORDANCE WITH THE RESULTING ORDER OF
A j lz Q CONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION
NDORO
' h 6. A WORK LIMB I'M
SHALL BE STAKED, FLAGGED TO PREVENT ANY ACTY 4 SOUTH OF THE EXISTING RR - RAP WITH NO RELATED ACTIVITY OCCURRING
0 BEYOND THE WORK LIMIT.
L N , _ 7. ALL ARMOR STONE AND GAMICREDDING R FNE SHALT. BE SI CLEAN AY. RF TSE
< 'C /- /.' CPO SED T:^ �\/ FREE OF ANY DEBRIS, ORGANICS OR FINES SUCH AS SILT OR CLAY. RE -CSE
�� ANY FXISTINGSTONES MEETING PROPOSED SPECTIONS. -
r4 EXISTING CONCRETE SEGMENTS AND OTHER DEBRIS SHALL B REMOVED
FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH SOLID WASTE
srn HANDLING REGULATIONS
9. FILTER CLOTH SHALL BE MIRAFI 6WX OR EQUA40NE LAYER W/MTN.4 FT.
]]*',: •! OVERLAP.
,S S ♦
R/ p _/+� ? 10. BEDDING STONE SHALL BE OF GRANITIC STONE, I TO B INCHES DIAMETER A
�� 15 //L>/J !� <".? MIYIMUM OF 1 FT. THCK LAYER -
\; It. ARMOR STONES SHALL BE OF NATIVE GRANITE BOULDERS AS SPECIFIED FOR -
�' C ` • ` D -- - �'�-/ O/3
,j WEIGHT ON TO: TYPICAL PROFILE DETAIL SELECT PRIMARILY UNIFORM, -
1, p• (NON-FFONGATEDIANGLIARSTONESFIAPES PLACESTONESFOR
MAXTMM STABILITY SUBJECT TO REVIEW AND INSPECTION BY GPE COD
p� TO FIn E F-✓�S%. �C"/GRFTf_' L�e�/�LL ^C E1= -d' ENC7.YE£l/Vf,ryCALL ARMORSTONTSSHALL FTRMLYCONTACTTIH BED
STALLS AND Al S ARMOR 0.5Fr.STONES DIRECTLY ADJACENT. FACE ROUGHNESS
V- S SHALL BE L A SCALE S 83 ET.
4 CSFE PR 0,-/4 E , j) I
12. INCIDENTAL GAPS AND SPACES WITHIN T LIR. ARMOR STONE FACE SHALL T
FILLED AND FITTED (CIHDOED) RTTH THE LARGEST STONE TAILINGS THAT
z p CAN BE HAND FITTED TO EACH SPACE: APPROX.6 INCH TO 12 INC[[ ANGULAR
STONE NO DUMPING OF STONE CHIPS ONTO TRE STONE FACE WILL BE
- /O' PERNTiTFD. -
Q F,
1,2- Il AT THE LOCATION WHERE THE TREES ARE AFFECTED, SHORE JUNT"F-
NORTHERN BAYBERRY, AND BEACH PLUM SHALL BE PLANTED TO :
RF:VEGETATE THF. SPECIFIC SHOULDER AND BANK AREA
L LOLRBFD EARTH AREAS NRER EONEW
SPE AREA ABOVE COMPLETED STONE ON THE SANK SHALL BE
INTT:NSnTLY ( 12 -O-C.) PLANTED WITH AMERICAN BEACH GRASS AND
J pOlnTER COASTAL HARDY GRASSE&
I IS REMAINING EXCESS BOULDERS A!ND BEDDING STONE SHUL B REMOVED
/.;,,P O FROM THE AREA UPON COMPLETION. R IS ADVISED TO CONTAIN CHIPS AND
��1 C: BEDDING MATERIAL DLIUNGTHE WORK EFFORT WITH A STEEL BIN OR
OTHER SUITABLE CONTAINMENT DEVICE.
IL EXISTING PLATFORM AND RAMP SHALL BE REMOVED AS NEEDED
i 1 i
POSTSTEMPORARILY FOR NEW STONE FACEEFFORT. REQUIRED FOR
PROPERPLATFORM
POST'S OVER THE NEW STONE FACE IS REQUIRED FOR PROPER
u�nmIOSTAEOR TO EINCTH PLATFORM OCATIONSS. APPROPRIATE
CPCOD EENGGMRENG
E FACE.
17. TICE ACCEFOR ATTACHMENT
S ROUTE AND WORK STTE SSTIONS AL L BE CLEAANED AND RESTORED TO -
RESEMBLE THE PRE-CONSTRUCITON CONTOUR AND CONDTITON. STONES
FOR THE WORK SHALL BE INDIVIDUALLY LADED FROM TIM DELIVERY
VEHICLE TO THE BANK THERE SHALL BE NO DUMPING OF AW MATERIAL
t ANYRHERE NEAR TIFE STREET PAVEMENT.
16. CONTRACTOR SHALL OBTAIN AND LEEP ONSITE A COPY OF THE ORDER OF
CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSFRVATON
V /2En1 fI CE/� Iti, NE1'V COMMISSION.
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j NO >ti�r'/r fc Pn CF -'O sFU f
1 i I_�-fr c/TH OF TN/S L/NE
(/•'I) To PGCTFCT s//GT /�>/?xt tf/
fT�fo �sr TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED BANK STABILIZING MEASURES
k// f AT
2 SNUG HARBOR DRIVE
SOUTH YARMOUTH, MA
' ,"-=_•:�. ASSESSORS' MAP 91,PARCEL 196
aLjH OF 14gSSgC PREPARED FOR
ROBERT yON RAY LAWTON
/o OCTOBER 25, 2006 SCALE - 1" =10'
PERRY
GIVI PREPARED BY
�0 0• o CAPE COD ENGINEERING, INC.
I TV- a���' ROBERT NL PERRY, PE
AI E P.O. BOX 1517
J EAST DEN -IS, MA 02641
TEL - 508-385-1445