HomeMy WebLinkAbout3061-613
DAYLIGHT
LINE —�
7,77,7-
C-4 `,N
R/W
18'
4'
SEWER CONSTRUCTION FROM
STA. 159+20 TO STA. 171+00 ONLY
C B SW
CLR
0
15'
PROPOSED F.S. EnNR
OF STREET '3 5'
i4 .5'
tIMPROVEMENTSXIST. GRADE DAYLIGHT
UNE
COVE VARIES FROM 4' 1 �i H
TO 7' OVER PROPOSED �OX lid-,-i�lI
0 HUI
10' 10'I
R.C.B. 3.5' r ---
SEWER
ENCASEMENT
15
w
Q
'z
27' w
23.5' m
19' -'
U
12'
I I VARIES - SEE
CONSTRUCTION STAGING PLANS
I1 17'--------
ROPOSED"K-RAIL"
4" STL. WATER LINE 15
►1 !i 25 STL. WATER LINE 15
VERTICA 12" TRANSITE WATER LINE 15
-SHORING
EXCAVATION FOR SEWER TO BE BACKFILLED AND COMPACTED
TO 90% RELATIVE DENSITY PRIOR TO THE CONSTRUCTION
OF THE REINFORCED CONCRETE BOX
SECTION 'A'- 'A'
STA. 158+60 TO STA. 171+00
SCALE: 1 =10
CONSTRUCTION NOTES
CONSTRUCT DBL. 10' x 8' REINFORCED CONCRETE BOX PER DETAIL 1, AS SHOWN ON SHEET 3
1 INSTALL 6 MIL. POLYETHYLENE VAPOR BARRIER
13 GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2
5 PROTECT IN PLACE
K.U.L. 0115L
Filename: M:\DWG\t
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