HomeMy WebLinkAbout83-1717 - Site Plan0021 04-376
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TOP LOCUS' EXIST. \
WALL = 7.6' \
EXIST. CONC. WALL I \
CONTRACTOR TO \
PROVIDE SUPPORT —�
FOR ABUTTER'S
WALL AS 1 1 \
NECESSARY DURING 1 \
CONSTRUCTION OF FENCE 1
160'* ROCK WALL B3 i REMOVE OLD WALL
s? 1 AND FOOTING
'PROVIDE RETURN
T 1
P. PINE p _I
(NP) y 1
l ?1
PROP. ROCK I l 1
WALL T.W. �r o 1 I FAILING BRICK -CAPPED CONCRETE BLOCK
ELEV. 8.5' 1 I WALL, ON VARIABLE WIDTH CONCRETE
FOOTING
o• r }1.9 I
PROP. 5' WIDE _ , rz
PLANTINGS
AREA
( r BEACH �I \
----+ OAK TREE
-----~r---- i (REMOVE Ia LIMIT OF TOE \\
LAWN AREA STONE i �\
(CURRENTLY TO
SLAB 1 TOP OF
RETAINING WALL) I SALT MARSH \
EXISTING DWELLING t _
FENCED AREA
PLAN VIEW
111 = 10'
163't
BENCHMARK: CONC BOUND
2"x 10"
I
WITH SEAL AT ELEV. 7.7'
ELEV. 8.5'
ELEV. 9.0'
__ — -4
--
1j
TALL,
---_ �--0
--_-__---�
PROP. STAIRS 0 R ROCK
tt
"- I
TO REPLACE CO CRETE STE S
'LONGSHORE \
11
t I
(SEE DETAIL A- )
tt \ ACCESS STEPS \
t t
t t
EX T CONC.
t \ \
BRICK WALLED - j i
W KWAY WITHIN
\\
PATIO
PL NTINGS AREA
1t
A Ex15'nN�PIER
TO BE REPLACED
(2) 2"x 6"
WI WOOD WALK _L�_.__
LIC.# 2662
-__
-
MHW (EL. 23')
STRINGERS
_.7--_
":j==-
_ v
i --
I
�1
-"'-' ' '+
.--:-y=--7^c -: .. _ _ --
J�
5' WIDE
REPLACE EXISTING CONCRETE I
_
CONC. W
LKWAY PROP.
t PORTION OF PIER WITH WOOD,
PLANTINGS
1 TO MATCH EXISTING PIER
1"x 3" CLEATS UNDER
AREA
DEPTH)
o on
r
o is
i 1
REPLACE CONCRETE
I I
m >® i� BEACHLn
2"x 8"
BENTS
c > e N
PORTION OF PIER
Lt la_
, I
LAWN AREA
I
I i SALT MARSH
LIM T OF ITOE I
PROP. ROCK
(CURRENTLY TO
WALL T.W.
W I I
s v ST ETOP
RETA NTNG ALL)
ELEV. 8.5'
PIER
PROFILE
VIEW "A
- A"
AL
1" = 5'
HORIZ &
VERT
OAK (TYP)
Uzi t {-1.9 - I
PROVIDE EIURN-\
FENCE
t I
163't
BENCHMARK: CONC BOUND
2"x 10"
I
WITH SEAL AT ELEV. 7.7'
ELEV. 8.5'
ELEV. 9.0'
EXIST. CONC WALL
j
TOP LOCUS' EXIST.
I
WALL = 7.6'
I
PROP. 4'x 4'
PLATFORM
ELEV.
5.0t' WOOD PIER
GRADE
PROP. STAIRS WITH
HAND RAIL
-
TOP ROCK WALL
2"x 10"
ELEV. 8.5'
ELEV. 9.0'
STEPS
END
CONC., BEG.
ELEV.
5.0t' WOOD PIER
GRADE
(2) 2"x 6"
PROP. 2"x 12"
-
MHW (EL. 23')
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
YOOqvvO t'WE
LOCATION MAP NTS
ASSESSORS MAP 101 PARCEL 1
PLAN REF. — LCP 28477 B
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't TO 5.0't (PROPOSE
PROP. 1/4 - 1/2 �1
TON ARMOR STONE PROVIDE/RE-ESTABLISH t6' WID
BASE OF WALL. AREA TO BE ST.
PROP. FILTER FABRIC WITH LANDSCAPE BLANKET OR N
SEEDED OR PLANTED WITH FINE
SPARTINA PATENS
PROP. 6" OF 3/4" TO 1.5" MHW EL.
STONE ON FlLTER FABRIC EXIST. GRADE
PROP. 24" - 36" MIN HZ
DIMENSION (3/4 MLW EL 0.0_
TON - 2 TON SIZE) FOR TOE
STONE
NO FILL TO BE DEPOSITED BEL
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 3C
SCALE: AS NOTED DATE: FEBRUARY 10, 2005
REV. 3/7/05 (PER CONCOM)
� �ZH Or MAS�C Itk OF 49
ARNE ycN woe ARNE H y�\
H: OJALA\i
U OAAI A m CIVIL
4 No.26348 4 No. 30792
7Y1P H. OJALA, P. L.S. DATE
off 508-362-4541
fox 508 362-9880
1 t
down cape engineering, Inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 Main st, yarmouth, ma 02675