HomeMy WebLinkAbout83-1491N
PLAN VIEW SCALE: 1" = 30'
EDGE SALT M
3� 29 27 35
t 31 1 27
I I I \ I t 35
, t
I - '
1 1 t MARTHAD STREET '
2 HARVARD STRPROPOSED 4' WIDE STAIRWAY
1 \ ` \ PARCEL 36
I HOLYOXf, MA 01040 , \ IN -GROUND LANDSCAPE TIES
(SEE DETAIL) c/o HIGH GROVE TRUST TEE
500CLARK
L BURY, MA 01876
,33
ri /.31
.29 BEGINNING ELEVATED PIER
-27 (DECK EL. 8.1')
,25
g ,
23
EL. 31 .21
' 17
16
L1b7EL. 21��'.v'f3
11 s LANDWARD EDGE E
SALT MARSH s'a�
EL.22�S '
i . i l
'4� X 4�POSTSI -7 �P
f./�LAN7`INGS , ' ' , ' y SEAWARD EDGE
TOP OF . ' ' g' )VIDE' EALr$ SipE, , ' , ' SALT MARSH
COASTAL BANK 29 , ,
(SE 83-1451) 27' ', ' ' ' 20'1 - / J - 2
10
23
21
PARCEL 41 f917'�/, /,,, 41 / y1�p STAIRS --' t\ / -3 $
ELEANOR S. DAMSON, TRUSTEE 15 \
97 SALT BOX ROAD is' _4
' it ' i y ' - y' ' \ t /
SOUTH YARMOUTH, MA 02664 9
/ z. . ' 6' X fa SEeTION t t -7
FOR TWO BfINC S , t
WITH STORAC BLNS, , /a 4• -7•
MEAN HIGH WATER 2 , , ' , ' _ - ' , , �y O�w _e 4,
EL 2.8'
-1 .SrX 16' RAMP X 2a FLOATS t t
1
MEAN LOW WATER
6' X 20' FLOAT
, '
EL. Off
\
t L - ' - . - - - - - - - - - - 1 \
t b�Ge-�N --- ------------- -
`
t 4 40�
X44 Ow
132'
165 �wJ APPROX. 328'
�p TO CHANNEL MARKER
sa
STAIRS /- PROPOSED RAILINGS
DECK EL. 6.5 / BOTH SIDES
EXISTING GRADE
I
PROPOSED RAMP
PROPOSED FLOATS
f7 6' X 2a FLOAT
(( ) 4' X 21Y FLOATS
`6' X fa SECTION
FOR BENCHES AND
STORAGE BINS
PROFILE VIEW OF PROPOSED PIER, RAMP AND FLOATS
(SCALE: HORZ., 1" - 2a; VERT., 1" - fa)
2" X 8" CAPR "'
2" X 4" STIFFEN.
2" X 6" DECKIN
SECTION VIEW
(SCALE: 1/4" - f)
12" PILINGS
t) 2" X 8" STRINGERS
6" LEDGERS
i" CROSS BRACING
;ALV. BOLTS THROUGHOUT
APPROX. G'
MEAN HIGH WATER, EL. 2.8'
MEAN LOW WATER, EL. 0.0'
d G�V.. ,may: J,
# tT
rivY"�",Ma
1 b�+XI ��^y
1. v
C4
DFMAREST,JR- �
No. 36859
9
ElllqR
THOMAS MAELLAN, P.E.
JOHN Z. DEMAREST JR., P.L.S.
v
z
x
0
2
0.
�
I
C
DECK EL. 917
20'
sa —�
EDGE SALT M
3� 29 27 35
t 31 1 27
I I I \ I t 35
, t
I - '
1 1 t MARTHAD STREET '
2 HARVARD STRPROPOSED 4' WIDE STAIRWAY
1 \ ` \ PARCEL 36
I HOLYOXf, MA 01040 , \ IN -GROUND LANDSCAPE TIES
(SEE DETAIL) c/o HIGH GROVE TRUST TEE
500CLARK
L BURY, MA 01876
,33
ri /.31
.29 BEGINNING ELEVATED PIER
-27 (DECK EL. 8.1')
,25
g ,
23
EL. 31 .21
' 17
16
L1b7EL. 21��'.v'f3
11 s LANDWARD EDGE E
SALT MARSH s'a�
EL.22�S '
i . i l
'4� X 4�POSTSI -7 �P
f./�LAN7`INGS , ' ' , ' y SEAWARD EDGE
TOP OF . ' ' g' )VIDE' EALr$ SipE, , ' , ' SALT MARSH
COASTAL BANK 29 , ,
(SE 83-1451) 27' ', ' ' ' 20'1 - / J - 2
10
23
21
PARCEL 41 f917'�/, /,,, 41 / y1�p STAIRS --' t\ / -3 $
ELEANOR S. DAMSON, TRUSTEE 15 \
97 SALT BOX ROAD is' _4
' it ' i y ' - y' ' \ t /
SOUTH YARMOUTH, MA 02664 9
/ z. . ' 6' X fa SEeTION t t -7
FOR TWO BfINC S , t
WITH STORAC BLNS, , /a 4• -7•
MEAN HIGH WATER 2 , , ' , ' _ - ' , , �y O�w _e 4,
EL 2.8'
-1 .SrX 16' RAMP X 2a FLOATS t t
1
MEAN LOW WATER
6' X 20' FLOAT
, '
EL. Off
\
t L - ' - . - - - - - - - - - - 1 \
t b�Ge-�N --- ------------- -
`
t 4 40�
X44 Ow
132'
165 �wJ APPROX. 328'
�p TO CHANNEL MARKER
sa
STAIRS /- PROPOSED RAILINGS
DECK EL. 6.5 / BOTH SIDES
EXISTING GRADE
I
PROPOSED RAMP
PROPOSED FLOATS
f7 6' X 2a FLOAT
(( ) 4' X 21Y FLOATS
`6' X fa SECTION
FOR BENCHES AND
STORAGE BINS
PROFILE VIEW OF PROPOSED PIER, RAMP AND FLOATS
(SCALE: HORZ., 1" - 2a; VERT., 1" - fa)
2" X 8" CAPR "'
2" X 4" STIFFEN.
2" X 6" DECKIN
SECTION VIEW
(SCALE: 1/4" - f)
12" PILINGS
t) 2" X 8" STRINGERS
6" LEDGERS
i" CROSS BRACING
;ALV. BOLTS THROUGHOUT
APPROX. G'
MEAN HIGH WATER, EL. 2.8'
MEAN LOW WATER, EL. 0.0'
d G�V.. ,may: J,
# tT
rivY"�",Ma
1 b�+XI ��^y
1. v
C'tr
JOHN mac,
Z.
DFMAREST,JR- �
No. 36859
9
80avf'I�r
THOMAS MAELLAN, P.E.
JOHN Z. DEMAREST JR., P.L.S.
NOTES:
1. ASSESSOR'S MAP 71, PARCEL W3
2. FLOOD ZONE C, B AND A6 (EL.7.0')
3. MLW DATUM
EXISTING GRADE
1/2" X 2'
m
SALT BOX RD -1
Q
LOC
U
c 4'
8" SCREW
RTE 28
no
GRAND COVE
LOCATION MAP
6" STEP
(2) 4'X 6" X 8" PRESSURE
TREATED TIES SCREWED TOGETHER,
ANCHORED WITH RE -BAR
BURIED UNDERGROUND
DETAIL OF STAIR BY TIM ACTON LANDSCAPING
(NO SCALE)
SITE PLAN
SHOWING PROPOSED STAIRS, RAMP AND FLOATS
IN AND OVER THE WATERS OF
BASS RIVER, (SOUTH) YARMOUTH, MA
PREPARED FOR
DAVID HEALEY
SCALES: AS NOTED DATE: AUGUST 30, 1999
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET, P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670