resolution
Resolutions-1997-021
Page 52 of 96
Text read by OCR; check the PDF for anything that matters. RRA 2 SEA
PLUGGED TEE
fe £S
4
——
SRERARRRE
ARR Ys
SANK
aq
or.
BN
x SyWe x
ZR WX
ww
x
y
SS
Le
S
"Y_" BRANCH \
23" PLUGGED END
PROX GID TOLDCYOLE4
EER
RO
as
ys
oe,
ALP
en
Uf
ys
THRUST BLOCKS ARE REQUIRED
AT P IPING DIRECTION CHAN
THRUST BLOCKS SHALL BE POUR GE: S, AT DEAD ENDS
ED—IN—PLACE CONCRETE 2000 » AND AT FIRE HYDRANTS.
INCHES THICK, AND SHALL P.S.1. MI NIMUM STRENGTH,
BE CAST AG.AINST A SOLID A MINIMUM OF 18
JOINTS OR DRAIN HOLES , UNDISTURBED ED GE OF TRENC
SHALL COME } NTO CONTACT H FOR BEARING. NO BOLT
WITH THE CONCRE TE THRUS S,
BE WRAPPED WITH A PLAST T BLOCK AND THE PIPE SHAL
IC SHEET A T THE CONCRETE L ~
BEAR ING SURF ACES.
PIPE DEAD END 90° 45°
SIZE -1/4 OR
OR TEE BEND BEND ~1/2 BEND
4"
3.0 4.0
e
2.0 1.5
6.0 8.0
a"
4.5 2.5
10.0 14.0
3 7.5
4.0
14.5
¢ 20.5 11.0
§ 6.0
ial 20.5 29.0
Lin’
16.0 8.0
8 27.5 39.0
S 21.0 14.0
g
g 35.5 50.5
s 27.5 14.0
20” 55.0 78.0 42.0 21.5
24” 78.5 111.6 60.0
:
30.5
S THRUST BLOCK QUANTITIES
3
(in cubic feet)
2
i
i
2
2
FIGURE 7.1
Sources
- laserfiche: Resolutions-1997-021 (Resolutions-1997-021.pdf) — where it was found ↗ first seen Oct 12, 2026
Data last updated October 17, 2026. Built from the archive's documents; see how the data is built.