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CONSTRUCTION -DOTES FOR GREEN HARBOR
t THIS ISA R VI ED PLAM
CASA : iROh1'
F RAY✓1C - " Ai- RETAINING HALL FOR GREEI4 HARBOR II GE NERAL \- \,
- _ 1 \ , EV. DATE: ,
�7 BY:
W
I) All concrete to be 4000 psi with 6P I Existing piers to be protected from - \ DI$
P ) g . P P J CARD ALL RIO
t ) 1 R PLANS
air entrainment. any damage during:construction.
---. �Xa -
c_. ,-.•-:'�. - --:'< .:_=,',.r;;-.- -_ r.,,.
2).;Existing wall to be dismantled and : 2) ,Contractor is responsible for lora- e - 1
removed from the site. I. Ing ,'and protect. Ing all utilities \,. j
prior t.. o, . and during construction..
-
�CC)=ZtXGNTEO
—I : 3) A y unsuitable material beneath the ,
J
proposed :wall is to be removed and - 3) All construction Will be done :from
backfilled.to Elevation - 1.50 with', the upland side. _-,
:native ,stone or- tra rock with
O i SoltuT TY :minimum f 1-I 2” to a maximum
_ !SE I Soo :COAL o / of ---. —
ii ,8" to stabilize the footing, as „
,y a W A L C. 1 Z4:7
TANK _
• field conditions require.
4 Wee holes to'be
) p 4 diameter and
.. t - R
located a roxtmatel B n
.,_:_...�. pP y 0 o
.. -
2 e z. �center-backedar jjj!
- _..= •,. —t=-- - < ' with l cubic foot of t tr��---•.- sr, \ ,.
3/4". ' crushed tone wrapped ;, { cs \
/ s apped to o WAS � \.
-filter fabric to be Pro ex -4 45 as. ,: �
Dz'`�'� 1 (' manufactured ` b AMOCO or a ual uor `•, _ \_T�
,..1 t. 1 \
of 0 g Na .ZW,7
permeability 2 cm/sec. C -
_ .. - ' nyeQ4`O`.jYarmouth
4onservation Cnmmisxioc �
'.
o 5) Expansion fl joints
tbe pTa
red no
y- a
s��1G- 'greaterthan 75',0 c.maximum with, E •
c cEOadERiJ
�
intermediate' construction joints `'l
placed no greater Than. 25 o.c,
maximum.
;
MAY 12
188T
Cl)
5- 6 67 ,
Srt r �W.A+
"40-`t�D 33 r W i 3FLOW
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PP")f
NO.
SATE
REVISION
BY
SHEET TiT1E
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PPNECTC
DATE
PP ECT
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1..6/hl i {y{ylb,,,,,.•.�' t `\`+,.�' 4.
DROWN 0V
CHECKED BY
.
CiViL -'STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL
- - ' 260 Cranberry Highway Orleans, MA 02653 (617)255-6511 -'
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