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DRAINAGE
. The 30 inch pipes carry storm water that is picked
� up by a series of catchbasins along +he westerly side
of Pink Row, (a distance of 500 feet more or less) to
the southerly portion of said property. The water runs
along a ditch to a culver� under the old railroad bed
^ and is deposited into the cove
a ^
^ The 30 inch pipes and catchbasins on this property
' must have been installed when the previous concrete ^
pJ, ant was constructed.
As there will be no grading in the area of the
catchbasins, there will be no additional water
' through this system.
'
sign for this project will be inst�Iled on the
portable concrete plant and wilI be less than 32
, square feet.
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' _ _ DUST CONTROL
` There is a hose att�nched to the portable concrete
plant and the area around it will be wet down as needed
to keep dust at a minimum.
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EROSION CONTROL NOTES `
LO1 All erosion controI m*�thods shall conform to "C .nnecticut PRO'
Mq"L3d=mfl '122 Guidel ines for Erosion and Sedi ment Control -1g8� " by
SiLoU. S. D. A. Soil Conservation Gervice. -
FILER
VENTS
2 The landscaping is an integral part of this erosion and
sediment control plan. InsaI l ati on of trees and grass
CEMENT 0 areas along with coostruction of bituminous concrete
Pavement represents final ground stabilization procedures.
CEMENT 1
' 3 The developer shall inspect all erosion devicesat regular
coulclop SYM
intervals but at leastu
A AGGREGATE STORAGE
GG
A. Before prdicted rainfall to insure proper condition.
. B. Immediately after significant rainfall to insure
' repIacement of all failures or removal of accumulated
sed�ment.
9 QL YD HEAPED AGO. STORAGE
I Al
215 68L. CEMENT- I !G ASIORAGE C. On Friday of each work week to insure proper conditions
� while site is unattended over weekends.
4 The contactor shall maintain, repair or replace alI erosion
, | control devices to insure proper operation. Accumulated
sediment shall be removed before sediment storage capacity
| has been reduced to 50'
of original installation.
' 5 The contractor shall install any additional erosion and
| _ �� ��� ������� sediment control devices deemed necessary by Town of
| _ _ __ _- _� � �,~�~ ~ =���5
Montville officials to compensate for unforeseen site
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PRODUCTION CAPACITY; ��w��O�m��mp�s��u��o��may�om � conditiona or to eliminate uncontrolled erosion problems,
TSomm0mcubic yards per hour (11oumo25 ""oVATER|��mER:
^==~"e" p= .'°�/ CO�E�O��d � ITEM PROPORT IO BY WEIGHT
�ATCHER.C;�m�iT� ' _^''~~' ons (87 to 1,064 litefs) per minute. Optional 32 diameter (77 KentL[cky Bluegrass ' %
Aggrepte — 12 cubic yards (9.2 cubic meters)n����upun��O�w�����|m����m�mo. Creeping Red Fescue 3=% �
~ �� 1--%'.31 TallFescue
Sn�ws--Sumpenm�n.�pp�t����/k��������d�� TRANSPORTATION30%
Domestic Rye Grass 5%
| '--''-_----''-~-^^~_'^~E^~,~^ 9"0x20 » muupmmwn. Al�i ke Clover
34v�� �P umendhaAeU���anu��v�xewmb ` wth ^ing -`�`~ ' 5%
|Optional 36-
.4"~v, IS horsepower. STORAGE SIN CAPACITIES:
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AGGREGATE AGGREGATE HEAPED VOLUME
3W wide ' 5ou»o70cubic yards
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Optional 36- (914 mm), 15 horsepower. 88to200cubic meters
� CEMENT| GROSS VOLUME
14"dkmnmtev - onvmn2o6/cubic feet
Optional 1 fr diameter (460 mm), 20 horsepower. e4ow8#cubic meters
CEMENT SCREW$: CEMENTn GROSS VOLUME
1340TO41m0cubic feet
._~= diameterwith IS horsepower drive. 37 TO v1ecubic meters
Op~~~^ '~ ~^-'w~~ ,~~0'^^','="horsepower, '
CEMENT AERATION: DIMENSIONS:
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` / ~--------'' -o~ 1e,240
mm)
5horsepower, high volume, low pressure blower.
NIGH PRESSWRE-
R COMPRESSOR: . width 10x* ( Empty weight, total .
.................. 44,000 lbs. (19,958 kg)
horsepower7.5 ^� cubic meters) ' Shipping volume ...................... m,4nocubic feet 0o37muiblcmeters) -
-~tionial-- 10 horsepower,` -- 120 —gallon �'~cubic -^~~'~/' ' NOTES: ~
~-E-^~~C~-~ In accordance with CON�-JO's policy of constantly Improving'
200 amp, 3-phase vft 120 VAC transformer for control voltage.
M'
cuft breakers. Electrical components housed in a NEMA 12 dust tight notice. responsibility for xunmamondesign.
steel enclosure. Wiring In conduit Minimum service size: 100 KVA, Consult factory for column loadings.
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` 13A[CH CONTROL SYSTEM:
ofcement by presets on digital readouts.
Pushbutton for electric over air omgates. Optional fully automatic
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NOTES
1 The only grading to be done will be to install the ret -wall
for the concrete plant and the berm around the stockpile
area.
2 The piles of rubble and concrete blocks wi}I be removed '
from the site. '
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3 The site will be serviced by a porta-john.
4 A row of 4' high arbervities cent ill be 'I
er w p ant�d
along the entire westerly boundary. - -- -
5 Work within the right of way shall meet all construction
criteria of the Town of Montville.
6 Reference to bituminous concrete and processed gravel shall
meet all construction crit�ria of the Conn. Dept. of
Transportation,
7 Site to be serviced by existing welI.
8 Pavement sections: Drive: 3" bituminous concrete (two
course construction) on 8" processed gravel. Parkinq on
8" processed gravel. -
9 All exterior lighting to be diffused.
10 Elevation datum assumed. '
11 It is not the intent to garantee that any of the
underground utilities are as shown. Also there may be
additional undergrouhd utilities that exist, but are
not shown.
The two (2) 150 watt flood lights will be dirceted
toward the south and southwest in order to illuminate
the proposed concrete plant. '
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