HomeMy WebLinkAbout83-1717 - Site Planv
SEPTIC SYSTEMI AREA
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160'±
EXISTING DWELLING
FENCED AREA
PLAN VIEW
10'
I =
TOP LOCUS' EXIST. \
WALL = 7.6' \
EXIST. CONC. WALL \
CONTRACTOR TO\
PROVIDE SUPPORT -� it 11 \ \
FOR ABUTTER'S
WALL AS
NECESSARY DURING \
CONSTRUCTION OF FENCES \ \
ROCK WALL 3 1 REMOVE OLD WALL
AND FOOTING
PROVIDE RETURN \ 1
v
P. PINE o I
(TYP)
PROP. ROCK 1 ;
WALL T.W.o l+ I FAILING BRICK -CAPPED CONCRETE BLOCK
ELEV. 8.5 WALL, ON VARIABLE WIDTH CONCRETE
'1 I FOOTING
Y
"
n
err
ire
I
o,,r,
t1.9 I
PROP. 5 WIDE
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0; �r
zl am
PLANTINGS
c1
AREA
I Y
'
1
BEACH
OAK TREE
(
L
1:
1
I \
\
(REMOVE
LIMIT OFI TOE - \
STONE \
LAWN AREA
I
\
1 (CURRENTLY TO
)
I \
SLAB
TOP OF
RETAINING WALL)
SALTMARSH \
}1 9 \
1
_
ttt
-__
PROP. STAIRS 0
TO REPLACE CO
R ROCK ALL,
CRETE STE S
?
�\ \
t LONGSHORE \
h I
1 1
(SEE DETAIL A-)
EX T CONIC.
WITHIN
1
It \ACCESS STEPS \
BRICK
WA
PA ONTIN
P GS AREA
WALLED 11 W IIN 1 A \\ EMSTING\PIER
1 I
TO BE REPLACED 1`
II 1 WI WOOD WALK LIC.# 2662
------=
ITOP
REPLACE EXISTING CONCRETEW LKPROP. 5' WIDE I PORTION OF PIER HATH WOOD,
PLANTINGS t TO MATCH EXISTING PIER
AREA01,
(1 (>i� BEACHSALT MARSH
AREA LIM T OFhE
RENTLY TO WALL? RW. vST EOFI `mss : OIt
ELEV. 8.5' j
RETAINING ALL)
"'L^JJJI yaU1�1 I I
U1 • �,
a1
OAK (TYP) 1.9
t
(�' ; ( PROVIDE E1URN-\ ^1 •` Itl
l r� /{) E �
FENCE a
u Now It11
�
11 I
163'± )II �
[;BENCHMARK: CONC BOUND EXIST. CONC WALL 1
WITH SEAL AT ELEV. 7.7' /
TOP LOCUS' EXIST. �
WALL = 7.6' 1
PROP. 4'x 4'
PLATFORM
PROP. STAIRS WITH
HAND RAIL
TOP ROCK WALL 2"x 10"
ELEV. 9.0' ELEV. 8.5' STEPS
_ END CONC., BEG.
ELEV. 5.0±' WOOD PIER
GRADE
(2) 2"x 6" 0
PROP. 2"x 12"_ ____________ MHW (EL. 2.8)
STRINGERS (TOE OF
3' STONE
1"x 3' CLEATS UNDER DEPTH)
EACH END OF STEP
REPLACE CONCRETE
2"x 8" BENTS PORTION OF PIER
WITH WOOD TO
MATCH EXISTING
PIER
PROFILE VIEW "A — A"
1" = 5' HORIZ & VERT
04-376
{ 'MOORING �,E�J 11
LOCATION MAP 1 NTS
ASSESSORS MAP 101 PARCEL 16E
PLAN REF. — LCP 28477 8
FLOOD ZONE: A5 EL 6 AND C
PROFILE VIEW OF PROP. WALL
(NO SCALE)
PROP. STONE CHIPS (4" - 6")
BETWEEN STONE
GRADE TOP WALL ELEV. 8.5
1 ELEV. 4.0'± TO 5.0'± (PROPOSED)
PROP. 1/4 - 1/2 �1
TON ARMOR STONE PROVIDE/RE-ESTABLISH ±6' WIDE SHELF AT
BASE OF WALL. AREA TO BE STABILIZED
PROP. FILTER FABRIC WITH LANDSCAPE BLANKET OR NETTING AND
SEEDED OR PLANTED WITH FINE FESCUE OR
SPARTINA PATENS
PROP. 6" OF 3/4 TO 1.5" MHW EL. 2.8'
STONE ON FILTER FABRIC EXIST. GRADE
PROP. 24" - 36" MIN HZ MLW EL 0.0_
DIMENSION (3/4 —.
TON - 2 TON SIZE) FOR TOE
STONE
NO FILL TO BE DEPOSITED BELOW MHW
PROVIDE TIGHT FIT BETWEEN STONE
(USE CHIP STONE SPARINGLY)_
SITE PLAN
SHOWING PROPOSED ROCK WALL AND STAIRS
OF 222 BLUE ROCK ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: RICHARD AND JULIE COX
10 0 10 20 30
SCALE: AS NOTED DATE: FEBRUARY 10, 2005
REV. 3/7/05 (PER CONCOM)
"
n
I
I
�
i
0
'a
{ 'MOORING �,E�J 11
LOCATION MAP 1 NTS
ASSESSORS MAP 101 PARCEL 16E
PLAN REF. — LCP 28477 8
FLOOD ZONE: A5 EL 6 AND C
PROFILE VIEW OF PROP. WALL
(NO SCALE)
PROP. STONE CHIPS (4" - 6")
BETWEEN STONE
GRADE TOP WALL ELEV. 8.5
1 ELEV. 4.0'± TO 5.0'± (PROPOSED)
PROP. 1/4 - 1/2 �1
TON ARMOR STONE PROVIDE/RE-ESTABLISH ±6' WIDE SHELF AT
BASE OF WALL. AREA TO BE STABILIZED
PROP. FILTER FABRIC WITH LANDSCAPE BLANKET OR NETTING AND
SEEDED OR PLANTED WITH FINE FESCUE OR
SPARTINA PATENS
PROP. 6" OF 3/4 TO 1.5" MHW EL. 2.8'
STONE ON FILTER FABRIC EXIST. GRADE
PROP. 24" - 36" MIN HZ MLW EL 0.0_
DIMENSION (3/4 —.
TON - 2 TON SIZE) FOR TOE
STONE
NO FILL TO BE DEPOSITED BELOW MHW
PROVIDE TIGHT FIT BETWEEN STONE
(USE CHIP STONE SPARINGLY)_
SITE PLAN
SHOWING PROPOSED ROCK WALL AND STAIRS
OF 222 BLUE ROCK ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: RICHARD AND JULIE COX
10 0 10 20 30
SCALE: AS NOTED DATE: FEBRUARY 10, 2005
REV. 3/7/05 (PER CONCOM)
off 508-362-4541
tax 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 thin st, yarmouth, ma 02675
i
.L.S.
DATE
off 508-362-4541
tax 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 thin st, yarmouth, ma 02675
i