HomeMy WebLinkAbout83-369 - Englewood Beach Boat Ramp• 3
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B LOCUS p
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ECFV 4.G
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_ A;C C�'-f.� CL'UF�SES y_ I,�. _ _ - - - KEY MAP
TRACED FROM U SGS
ELev: 5,3 , 24 31T Gam- ._. � _- _ _ -- _ _ - _-_ — � - = -
A�' --- _ _ - _ _ —�— J- N15 OUADS'
<�UI
ELEV• p.p --- - _ - - - -
DENNlS f,� HYAN 21%00 •
_—. _ — - - - - — -- — -- -- - _ 2'/z" BIT: Gor.IG -TYPE I-1, PLACED
ELEV. O,o _- _ ._ x 4, .CJ.�c,. , � ... IN 2 EQ. COURSES ON G, GRAVEL-
SET
RAVEL
SET ice` AFJvt �`a a -
DREDGC TG -L'.O --� �.I l_�" CEMENT CONC, .LAID ON.
G" GKAVGL SLOPE S:1
R4MP PROFILE
SCALE I"= 10'
CONC CAP ELEV: 7.0
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L�
3"CLEAR
� � O F_XIST" JF_TTy
M
�" CLASS D CEMENT COrJCRFTIE
=q G 12" BOTH
Qfx
W Cn" OF GRAVEL U�NCRET F_. CURB
CONCRETE CURB" (RECIJf.15TRUG�'EO POIKTIO!l1 C7t�1i Y}
2 LE�js SE�TIJN !�-A
SCALE 1"`=4•
LO
CONC. CAP ELEV. '7.0
E MST. JETTY
` -
TI
n; Z �C YJjelST,•.:G CONC '-O REMA!�J FOR GOA -LOWER PORTION -
1 Z v CONCRETE CURB i0 BE REPLACED- WITH G" OF COMPACTED GRAVEL.
fvY Q �l Sa 4G 40 312 22 17 1.3 09 04 OI' 02 12 -12 I
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Q o 3
SECTION C -C
�� -y 3 `�> / SCALE 1"=4
50 40 3. 2-G-2.0 1 1 .: 10 OG GZ -c • :: -08 -1 i.
U '
O <_ ,.._.__�.6 �� 6 VARIES FROM I� TO g0'
/J 9 I
Q 0 PROPOSED 2• -. SIT. � � _ � F _.c o — r O/ 9 / O 3
CONC. S-'_I�PACE -. ./ -
/, 5 /Lx15, •-, �r �7'vGE TO?� �. / TO g s 3 �6 -
G _
> 2'/z" BIT. LONG. TYPE I -I IN z. EQUAL COURSES
Vi APPROXIr,A AT Pk" _STEP I l .>/
9
E LINE A �. 5 `� �� ?�3 ?
?g `�� C GRAVEL BORROW{
PEn:CE t. CONC, GuRE � .-. • G ,,, � / �?� FQ
NOTE ��?�<C /-70 \s3 \6 SECTION B- g
50LNVDINGS ARE I!V FEET AND TEN? -!S ON �k s / ``�S SCAI_r- 1"=4`
1 TI -IE PLANE OF ME.A,W LOW WATER. MINUS ST .� C \/ s9
j FIGUR1=S REPRESENT ELEVATIOft BELOW
THAT SAME PLANE. q
v�
\
L>
Y
RECF1V ED
PLAN O!= PROPOSED BOAT RAMP
G'�EPARED FOI<
TOWN OF YARMOUTH
�o a ENC�LEV\/OOD/ YA}=2t\,�IOUT H, MASS.
1�1 P!_ AN DETAILS
UJ "ra SCALF-: AS NOTED WO NO. 5047 —
------
-AUGUST 15; 1980 FOLIO NO, F 337
DRAW N BY - ram PLAN NO E- G5
U) 444 CIVIL-ENGINFI=R'$ SURVEYOR
ROB CERT A. BRAMAN
- " 44.4 MAIN STREF-T
WAREHAM MASS
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Fc)RAWING c, 15
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