HomeMy WebLinkAboutPlanTEMPAR 71' "EME
DINTATION BASIN
ORI10
4-
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CONSTRUCTION
-1 VOLUME=125 CT
INIMUt E
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1
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_j;pjgineers Comments
Engineers Comments
—ol
Engineers Comments
Staff Comments
Staff Comments
Date Revision
.LA Engineers, Inc.
CIVIL - STRUCTURAL - SURVEYING
317 Main Street NiDrwieh, Co.n.neeticu
t
1966 Fax 860) 886--9165
'roject No.
CLA-2979
Proj, EnginecZ
E.M.B.
MAPm%Lt#Nw NVEN"' HURE
IL 140%kKOW&W 1 04/28
SUBDIV %%45 UN
40' -40
SCALE- 4 0'
TEMPOR4RY SEDIMENT4TION 5,45IN
TO BE 1" i,4INTAINED DUFRINr
CONSTRUCTION
MINIMUM VOLUME=150 e. -.Y
STONE L INET
TYPE "CL" Ci3
I- --'VE L SP, EAC�rk TF = e,3-01 ELEV=521
EV .= 12Q.5 INSTALL -STONE INV CUTz 13�.2&
CHECK 1- AM (TI"PJ
3,' WIDE GRASS I 1NED
�R,41NAGE ELUALE INSTALL SILT AT TOP OF SLOPE
D FOR ROCK CRUSHING
LOT I T 0 BE USE
7:2 24vl'.e
4 ATOCKPILINGCP TOPSOIL A ROCS
X
1RECT GUT ER,FLC��10
1\ GL4 2561
16TRUe7TION
7y, DETENTION BASIN
TO 5E STA LISPS'
PRIOR TO DRAIN4C-iF
X X A
Drill
30—_ 8" RCP Drill
(fr)cf
Drill (fnd)
W/p/ 4 /e
4,/PIU9 (set) Ug
•k's e INSTALL 51><101 N/I= ADVAPNICED A,5e0%C-1,4TF_6, LILLC �___ENTION
TEMPORARY 5EDIMENTATION BASIN POND
5E 11AINTAINEIL-0) DURIN-r-s
I A 1�' p
CO�45 -RUICTION
18" FE S
A
ELEV=1 25
'U"
MMINIMM I VOLUME=250'-
CLA