HomeMy WebLinkAbout83- 316 - Wetlands Submission PlanA
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NOTE:
ALL ELEVATIONS REFER TO N.G.VD. OF 1929.
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4N PROTECT EXISTING %4 - --
PROP. FINISH ELEV. = 4.50
_V1 11 DOCKS FROM DAMAGE
0 WHILE REPLACING iYOT6:
�
PROTECT EXISTING GAS SERVICE \ 4 $ qC EXISTING CONCRETE
--` F WALL 8"C'OuC.V/�W TO BEPC�E� /vTo
V 70 27 .. \ s3 _ --i•. �o
t \ - = P o srvvo/%�o CEocyi� Piz Tc s7r/r.9
PROTECT EXISTING SEWER - RO
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w2 sT I�C_. a \ — _�\- grE�Y'••..•• Lfr//LL AJ O/,�E�J�� Bf ?.SSE TD/Y.✓Of i
3/0yo,•., _ �ee yi�.�MD�/T/>/ Co �f'SER ✓•9TiD.v m/l/.sl�•sS�vA/ j ` _0 %,1:: % i5
PROTECT EXISTING CONCRETE STEPS MH _gS\ 4` :.. \ *l0 F ' �F ROVIDE SHORT PIPE -SECTIO l
PROTECT EXISTING SEWER
ly U 4 �... `.`T..~ TO EXTEND
G DRAIN
OVER
.TOP OF�A,A-6L.................................................. :n.
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7 CONCRFtA
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REVISIONS:
. NO. DATE
I. 9/16/81 GENERAL REVISIONS
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��JPL`♦1 DF mss_ ' �`t� A'�9�
RC9ERT ROBERT
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GaYLOR � 7aIYLOR � N 1
N-. 23741 Q Na 2010 _t
• BOSTON, MASS. WORCESTER, MASS.
HALIFAX, MASS. NORWELL, MASS.
BEDFORD, MASS. LEXINGTON, MASS.
HYANNIS, 1 MASS. MANSFIELD, MASS.
CRANSTON, R.I. DERRY, N.H.
• V Ul 3ji.c r 5
9
a° 6, q1 NJIgIV < / NOTE:ALL DEBRIS AND WALL
\I,FT 1 %o RUBBLE TO BE REMOVED
�
PROP. FINISH ELEV=4.50 a o \ \ — A �\ FROM SITE UPON COM -
w PLETION OF CONSTRUCTION.
PROTECT EXISTING GAS SERVICE kW
REMOVE AND REPLACE EXISTING CONCRETE STEPS w / sT \ A
(SEE DETAIL) \ -
PROTECT EXISTING SEWER "' s�� B \ N e✓ % \\\
PROTECT EXISTING GAS SERVICE— 1 "� -
i \ -�
PROP. FINISH ELEV. = 4.50 \ 49e \
PROPOSED CONCRETE STEPS \
MATCH TOP OF MATCH EXISTING WALK _6
PROPOSED WALL 12"± G FIG c I :-\\ \ - ,oxa "•...\\\`.�������� xr
--- —
PROTECT EXISTING' LAWNS \ o %z
ELEV = 7.30— ..-:.b: \
SPRINKLERS AND SEWER
. 5 IN THIS AREA
3.or
8' EXISTING WALK
t8 - PROP. FINISH EL = 5.50
" .. - -. ,- \\L<V. - - -
Io" a.. o �, #4 TIES 6`-6" LONG _----_ JFINISH�LEV.=6.50 56 - — z �s� - 17
_ _ 4
° —
ELEV. = 4.50—#4 1211 O.C. 7'-C" LONG
I _
PROPOSED WALL ,'�. 2'
NOTE CONCRETE STEPS / I I __` --,•�� -- - -
TO BE 7'-0' WIDE
DETAIL — PROPOSED STEPS
NOT TO SCALE _71-
` PRO ECT
�
EXISTING
j LAWN
\,I SPRI J�KLERS�
Iy
EXISTING CONCRETE RETAINING
co
2'4 WALL LOCATION
Ce 12'
y.( GF I � � � -- � �• _ter_= - �_-:
qss r TOP OF PROPOSED WALL ELEV.=4.50
FROM AC DRAIN 218'± WESTERLY. --
'".`y WALL HEIGHT VARIES FROM ELEV.-
y - 4.50 TO 6.50 EASTERLY 921±.
N07E PLACE 4 x B' x 3/4' SHEET OF
A FIBER EXPANSION JOINT FILLER
U : 0 •�__ ___�----•+•� - _
I AGAINST BACK WALL AT ALL—
c CE ONE C.Y. OF 3/4' CHRUSHEC ° b Vt.� _-� 1
S E A' ALL WEEPHOLES I EXPANSION JOINTS. l--�+• _ _
I^WEEP HOLES
i 10 C ^
REMOVE ALL UNSUITABLE
MATERIAL UNDER PROPOSE
WALL. BACKFILL 70 ELEV. � eO E SALT MARSH M H H W-
-1.50 WITH CLEAN BANK A PROPOSED
GRAVEL, TRAP ROCK OR RET4",Ie -__ _ -�`-- rt 3= _� 7
•;_
LARGEBOULDERS (1 TO 2 WALL
TONS EACH) TO STABILIZE - - S4ryD
FOOTING, AS FIELD CON-
-
ON- n
CITIONS REQUIRE. 3'-E'
a -BOTTOM OF PROPOSED WALL ELEV.-1.50 MLLW
SECTION B -B SECTION A - A v _�_— _
EXISTING RETAINING WALL
PROPOSED REHaIRS TO RETAINING WALL
NOT TO SCALE
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CAPE COD SURVEY
CONSULTANTS
P O. BOX 56
HYANNIS, MASS. 02601
617 775-7155
DIVISION OF
BOSTON SURVEY CONSULTANTS INC.
ENGINEERING • SURVEYING • PLANNING
TITLE:
WETLANDS SUBMISSION
PLAN
IN
YARMOUTH, MA.
PREPARED FOR
PALMER DAVENPORT
a
DAVID MUGAR, TRS.
NOT 70 5.,.:_E
4.0 3 - SCALE 1
NOTES
1. 5000 PSI CEMENT CCNCPETE TC BE USED.
2. EXP_' %I JOINTS TC EE P'_ACED 'S' C. C.
MAXIMUM WITH INTEOVEDIA'E CONS -RUCTION
JOINTS PLACED AT 2`_' C. C. MAXIMUM,
Q' ti , � , II/
i 120
tic
cya ti
k <.�
/ %9
�•
METERS
-
FEET D
20 40 60
DATE: JUNE 25 , 1981
COMP./DESIGN:
K RT
CHECK: JET
DRAWN: JRW
81 JNC
FIELD:
s o,vE G
FILE NO:
�.eory
9 s
DWG. NO: 422
JOB NO: C - 958
3
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