HomeMy WebLinkAboutS-19970BTRENCH
OEM LIMIT OF PAYMENT FOR "DEWATER TRENCH"-
TRENCH DEWATER MEASUREMENT
Elevation 13.
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Trench.' Foundation Material
Compact To 85% In Ids La ers,
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Trench:' Foundation Material
Compact To 95% In 6" Layers,
See Technical Provisions
PIPE ARCH FOUNDATION DETAIL
B
Hinged Fiberglass Cover
38' 2"
2 -3 HP Pumps ® —Wet Well Mounted 25 4 #4 an 18" 2"
O Lift Station Section on Slope
Smith 8< Loveless ����- ������ +�����
El. 17.0
4' Discharge
_ 2 .�
3.85 EI - Float Control — - -
48 "Manhole 3.35 El - Float Control - _ Metal Pipe Arch (2)
3 6" 3 0" 36
�
14' I`x 8' 9` 3Q#4
2`Splice�� c'j
-- I—���I I����I���� _ 7 3 #418 �#4 18„
4' Suction - — 1.35.EI - Float Con trot c
8` - 6 - -0.15 E1 9@#4(@18 #4018 9 0 #4 @18 6"
below below pipe below pipe
Sa,1997'
SECTION B- B Ile 000
SANITARY SEWER B
LIFT STATION 4EMERy c3
LIND 11 +86 -80 R PIPE ARCH HEADWALL °,., y° CITY o F R E N N E N
=M DEPARTMENT OF ENGINEERING
N.TS. Scale 1/4D =11 -011 °f�SON E\��x STIORMAVNDLSANITARY
DETAILS
DESIGNED DAT, Y73a/78 FILE NO
DRAW %iiGC�
CHECKED
MHT sIA, c AS NOfiBd rin.o sool��wac—
NO. I REVISION I BY APPR. DATE APPROVED SHEET =�! OF �6
e..- MICROF!LP;L�
rr r r I I I° A i I I A I
HEAD WALL BAR
LIST
All dimensions are
out to out
K
LOCAT
0
SIZE
LENGTH
BENDING DIAGRAM.
I
Vertical
IS
4
Varies
St r.
4 ea @ I' -6; 1-8, 2' -0 and 2.' -2"
Z
Horizontal
5
4
37' -10"
Str.
3
Vertical - Ste tie
7
4
6' - O"
4
Vertical
25
fit-
Varies
Str.
tea. @ Z' -6" 4� -I" 5'-2, 7 (0; and
ea. @
S
Horizontal
30
It
Varies
Str.
I ea. e 3' -2 ", 3'-G ", 4- -8,
All reinforcing bars shall
conform to ASTM - A 15
and shall have a minimum
cover of I %2"
5 =2', 6' -10" 8 -0
and 9-8 Z ea @ 34,, I 2 y
4-' -Q", V -8" 5' -2" 5' -!0" Z
(0' -8" 3ea.P 2'-8" 0
8 ea �°' 3' 2"