HomeMy WebLinkAbout0035 COVE ROAD co
1 / /
AL EDGE OF MARSH 0.16
I 'L TOP OF BANK 1
1
AL
I
2.81 11 0.92 2.70 ( I
AL 1 K / ,,� 1.00 0.17
AL 1 / AL
1 ,
AL AL1 It AL
1 X 1.13 1.80
2.74
1.59 1\ 2.36
2.37 PLAN SCALE
0' 30' 60' 90,
PROPOSED ADDITION SCALD : 1 "=30'
EXISTING PIER
ENDS HERE
19,0'
ELEV. = 4.9 RAMP PROPOSED 6'X 16'
I-16, FLOAT
- - - - - - - - - -- - - - - - - - -
- - - - - - � ti.�L -�.�'- M.H.W. 2.5'
M.L.W. = 0.0'
- - - - —_-_ _- - - -_-_ -_- -_- - -_ _--- E.L.W. _ -0.5'
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ALL PILES TO BE 4" X 4" eEsPs File # SE 3■3662
SECTION A-A
o' 20' 40' 60' NOTES
DATUM=OBSERVED MEAN LO'W PATER
SCE: 1 "=20'
DOCK EXTENSION PLAN
4"X 4" POSTS
6.50' LOCATO
35 COVE ROAD
1/2" CHAIN FOAM-FILLED HIGH-DENSITY CENTERVILLE; MA.
TO PREVENT FLOAT GROUNDING POLYETHYLENE FLOAT (TYP)
P.V.C. ROLLERS PREPARED FDR
M.H•W. _ 2.5
MIN. ELEV. = 2.10' VIRGINIA HARRISON
1.10' EXISTING BOTTOM
0.0
CHAIN DETAIL TYP. OF ALL POSTS AT FLOATS BAXTER , NYE & HOLMGREN INC.
REGISTERED PROFESSIONAL
ENGINEERS AND LAND SURVEYORS
SECTION B-B 812 MAIN STREET, OSTERVILLE, MA. 02655
fl- 20' 40' 60, PHONE - (508) 428-9131 FAX- (508) 428-3750
SCALE:1 "=30' DATE: JANUARY 3, 2000
REVISED: MARCH 7, 2000
SCALE: 1 "=20' REVISED: MAY 11, 2000
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S UDDER
BAY
P�
MAIN HOUSE
1.5 STORY X 18.07
W.F.
LOW 17.10 17.60
3
LOCUS MAP
17.20 17.10 m
(U
SCALE 1 : 25.000 14.20 ti
ASSMORS X 13.30 W
14.40
NAP 186 PARCEL 4
X 14.40 m �
EXISTING DOCK: 12.50
D.E.Q.E. SE 3-1901 X 14.10 12.70
/ '-0 17 D.E.P. LICENSE #2221 VIRGINIA G. HARRIS
12.10
/ 90 LAWN
M.L.W. /
-1.78 / ��. TOP OF BANK 1.60 10.8
X -0.�4-0.30
0.16 ROSA RUGOSA
\ 0.70 .30
\ 2.60 3.30 3.70 RAMP
\ 7V
60
\ .10 � ALM•HW .90 �� X 4.90
\ -1.00 .10 AL .60 ALL2060 5 30,X -0.1 10 jL ALMARSH AL 6.90 0 �
1
\\ Lp
-0.60x 0.0 Cw � .00 AL ALA 4.40 4.5 4f60
X -1.30 wP
\ X-0.6.3 �� 2. 5 AL Y4.60
EDGE OF MARSH jC -0.33 -019 6 �`
BOTTOM OF BANK \ O.00EXISTiNG � '�` ,,� ,L ,,L L
AL CZ,4L AL
�� >( -0.34 \ X -1.40 0.00 80
\ \ X -.0.70 X -1.25 4.90 AL AL o°i"' AL
\ YC -0.32
\ N -0.43 :. ��. 0.9 STEVEN & BARBARA W. GROSSMAN
\ \ I m -0. AL 2.60,L
APROXIMATE \\ I x -0.40 ''' - � AL
PROPOSED0.0
EDGE OF MARSH CENTERLINE \ PROPOSED m a' x 1s' RAMP ��
�-0.24 I X -0.50 s' x ts' FLOAT
TOP OF BANK 2•86 a � 0.90
X -1.08 OF \ X -0.70 X \
CHANNEL I -1.24
•s• 0.10
- -0.24 0.04
�\ -0.26
-2.79
AL 2.87 \` -0.46 X -0.40 X -0.5 �,� -0.70 x \\
AkL . BUIIIPS RIVER X -0.700.10
AL � \ FLOOD 7� \\ G Q\E
\ -2.27 EBB 0.14 �-- -- - 0.09 -0.90 \\
` 0.15
\\JPIERO.11
X -0.50 \\ \\ \ 0
AL 2.80 X -0.30\. \\ X -0.52 \
LOAT \ -0.03 _ X-0.20 X -0.36 �,
0.00 9T \
�.\\ 0.09 in X -1.07 \\
AL � \
0.13�,X 0.30 0.14 X 0.12 �C 0.17
AL \-2.34 \ 0.14 X -0.20
EXISTING X -0.20
X -1.10
EL=5.7' \\ X -C.11 X -1.66
r
\ `�\ X -2.20
\`\ -2.79 X -1.10
'\0.39
\. X -1.22
2.50 \\ \ -3.48
\\\ '
-2.98 X -2.08
0.09
\
MARSH 4. ,``` \\AL M.L.W. 6. X -3.41 4.50.20 X -2.20 -2.39
-0,47__
`\ \ 0.49 -0.14�X� 56 �', - Q 12
AL 0.12 X0.70 X -0.47
illy � 0.98 �,_.
\ 0.13 �0.56 �6 ''Y` \,� 0.60 0.12 �C 0.09 0.57
\ __ _ ;
0.45 _ _ �i / i/ A A` '�Y` 1.10 MARSH AL �`'�` 0.20 ,0.11 -1.91
2.76� ' jC 0.09 AL AL AL
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