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rit>f! r +".� CONSTRUCTION NOTES .
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-/0, - .. Z _ - " j �-.- r L ELEVATIONS REFER TO TILE N.G. V.D. OF 1929. FOR
_ / F ` n -•� BENCHMARK USE THE CENTERLINE END OF THE
` ' F"".7;�:r'✓C- TC/�F; /f %-its J R ='EXTSTM TIMBER WALKWAY AT THE TTPER END,
6 cASTA 1_
0, ,NrCi"r'.'£SS CL d' �7"� hu7y vl' CONTACT THE ENGINEER FOR ADDITIONAL
• /''�'ro,� /!'D }'F.<J/2 C. e,7- r/>,C c-. s+r✓/T! r.<r Gl f� FG: �•t+ivlS � - .", f 'ELEVATIONINFORNIATIOYASNE£DED.
—1 - '�' `- '[ ' �/ . 2. LOCUS: YARMOITI[ ASSESSORS' Nt.tP 3, PARCEL S.1 4 16
-, FL. U G fLFi✓ = /9 -\\� �...L+,-, l/� 3.- TOPOGRAPHIC DATA PROVIDED P.Y SCTIOF`I£LD
21 1 \' BROTHERS SURVEYORS OF ORLEANS, MA.
�"^•...., %z , �F. k L /8 , 4.' CONSTRUCFION ACCESS SHALLBE VIA THE ACCESS
`^+it-----�•----� L.._. ,_ . _.__. _.__ _. -ROUTE SHOWN ON THE SITE PLAN.
ay , :, ` GRFGGr`J •>s+? �r/r' L. - : I L AS 5 7 8 `( JO // /L /.3 14 E-'� P " L/ 72 1� S. lair WORK ACTIVITY SHALL OCCUPY AMINIMUM
{ '` '�- •;°f pFf %i f•/-` STc/vF i'.FG�FTi'7!'n 7" - AREA TO ACCOMPLISH THE INSTALLATION OF THE
STONE ARRAY. WHERE POSSIBLE. MACHINERY
tC `��.--- ��=,.~•>� =/,S A.t'f.�I� /N - - TY.OteOL 9£TF1,1L. SHALL WORK FROM THE. TOP OF THE BANK.
MACHINERY USE AT THE BOTTOM OF THE BANK IS
`4,N ��\` �� -- "r---% �.•, ADVISED ONLY NVII EN NECESSARY TO PRESERVE
THE OLDER, ESTABLISHED SCRUB IVTGE.TATiON ON
• :� . `\ ANDABOVF.TIIE114KIC `
6. ALI, STONE AND FILL. MATERIAL SHALL BE OF ..
/+-"' W - - CLEAN COMPOSITION. FREE OF ANY DEBRIS,.:
- LORGANICS OR FINE SOIL MATERIAL SUCH AS SILT
OR CLAY_ .. -...
7. AVOID APPLICATION OF FILL BEHfND THE STONE.
ARRAY. BY CONTOURING THE EXISTING BANK.USE
- - ' EXCAVATED SOIL FOR EARTH SLOPE WHERE.
.�.._...._._--_. ---._ --`— ! E•Y/3r JiV C.,... - NEEDED.
>-
4o „rr 6c n Bc y0 foe S..BEDDING STONE SHALL BE OF A NATIVE, BANK RUN
_ D STi.I'Vr ,SIEVED TAILINGS OF S INCHFS TO E INCHES VV
DIAMETER TOREPLICATE Tiff NATUPAL STO\E OF
..THEAREA.
9. ARMOR STONES SHALL BE OF NATIVE GRANITE $
BOULDERS AND FIELD STORES AS SPECIFIED FOR
;WEIGHT ON THE TYPICAL. PROFILE DETAIL, SELECT
PRIMARILY UNIFORM STOVE STIES AND ITT INTO
PLACE FORMAXIMUM STABTLITY.ALL AR4iOR �
yl hr LV , 2 JC. / 0/7 �) `� - �� �` F Z STONES SHALT, FIRMLY C'O1T.ACT THE BED STOVES f
AND ARMOR STOVES DIRECTLY ADJACENT. FACE,
� ; Y - - /v�f✓.T'r.'r V F T .� v r/ ��: � , �_- �-- --�'' ROUGHNESS SHALLBE ON A SCALE OF I FT TO IS FT,
IQ. BARE EARTH AREAS ABOVE TITF STONE ARRAS'
`SF[AL ON THE BANK SHALL BE INTENSIVELY.
PLANTED %TrH SALT HARDY PLANTS, SIMILAR TO RR
�� THOSE: PRESENT: BAYBERRY, BEACH PLUM, RUGOSA
fALN. f,;C, L_ J c <s�.r F'---_-.� x I frNec / S£S,AMERICAN BEACH GRASS ANDOTHUR
''.` _� _ x COASTALGRASS£S. - ,
tT - F� c�/7 y / nn � Sr�,v, 4 I1. EXCAVATED EARTH MAITRIA 1,ANDEXISTING
$ - \ / _ / /{, l �_ _ -...(. y DREDGED MATERIAL MOVED TO PLACE THE STONE
11 G� " /'-'ire p >.r," ^rte
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x V
' ARRAY SHALL BE PLACED TO THE BEACH SIDE AND
-_ -'-ZG -•.`f OYER TILE FINISTIED STONE. FACE
I2 SFT SNOW FENCE 1\ PLACE ALONG THE TOE OF THE
\4- „„ .�-�„�..- / '1 ' r N ` -; j � t �.�-, .�� , � /,� STONE ARRAY TO ATD IN DI''S£.DETTIAP\tEVT.
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TOPOGRAPHIC PLAN OF LAND
IN
'VEST YARMOUTH,MA
SHONN'ING
PROPOSED STONE, REVETA'IENT
ON GREAT ISLAND
PREPARED FOR
MALCOLM MACE � T
<. OCTOBER 24, 2000 ' SCALE, - AS NOTED '
` PREPARED BY
CAPE COD ENGIMEERING, INC
ROBERT 111. PERRY, P.E. {`
50 LELAND ROAD
BREWSTER, INIA 02631
508-896-4861