HomeMy WebLinkAboutWWP2700145.3SEC. 19 - TWP, 23 /V - R5E
SECTION/RANGE LINE
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V.
DO NOT SCALE
15 -
o°
TOP OF MANHOLE TO
!'
BE DETERMINED IN
FIELD
10 —
9,
108 METRO SEWER
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METRO MEASURING
MANHOLE - per Metro
Specifications.
51
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of
° PIPE
12 CON
Cored hole. PipE to be cut "Q
0 —
b y flush inside. B ckfiII with I I I
1
non -shrink grout per d; o':?;•:y'.: '�':.'.Q a'.ro; S = 1.51
'p. METRO Specifications.
INV.= 0.00'
'•p�': of o,qa' -a
4.•.. CEMENT CONCRETE GROUT
6'' MIN.
NOTE:
Protect METRO Line from
unbalanced soil loads.
Proposed Method of Protection
DETAIL METRO CONNECTION
must be Approved by the Engineer.
30'
20' —
INT" S.W. 10th ST.
THOMAS AVE S.W.
SEC. 24 — TWP 23N — R4E
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METERING MI —
(SEE DETAIL)
INT. S.W. GRADY WAY
THOMAS AVE S.W.(EX ENDED)
OLYMPIC PIPELINE ON
A LINE
;1
A LIN��
12
PROP 60' EASEMENT
M-i 2.1
STA:' 2t61.46 =
STA"G" 0t00 _
/ \ EXISTING PROFILE
\� METERING M.H.------�-----_i�
(SEE DETAIL) -�
10' —
242 -12" CONC. PIPE
100 - 12 `^ D.I._PIPE____".--
161 12CONC. PIPE __-.------
108" METRO i INV.=3.93_ INV.= 4.13' S= 0.28 /°
SEWER
INV= 1.49
SMITH - BLAI R # 433 OR # 435
TRANSITION COUPLING OR
APPROVED EQUAL AT
STA. „A„ 1 + 61.
PROFILE
SCALE: HORIZ. 1 °°= 40'
VERT. I"= 10'
11A" LINE
M-1 20
STA."A" 5+04.85
,
OLYMPIC PIPELINE ON CL
Mi 13 '' -ir13 L NE-�� M( 19 0
V' Eo so VV o
---------=1,--------
~n -OIL MAT ROADWAY
IRREGULAR WIDTH
N ` s
20 'CONCRETE PAVEMENT
11B11 LINE
MH 13
STA."A" 6+18,75 =
STA. B" 0+ 00
113 '— 1211 CONC. PIPE
==L
INV.= 4.9t-' \-INV. = 5,37
S=0.06%
INV.= 4.91
11A" & 11 B" LINES
PLAN
SCALE: I" = 40'
278'- 8" CONC. PIPE
S = 0.66%
INV.= 7.19
*NOTE -
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
-- 30
NH 19
STA "B„ 2+77. 60
20'
— 10'
INV.= 6.52'
EARLINGTON GARDENS
SANITARY SEWER PROJECT
11
A1I & "IQ" LINES
R. E. J. 1 1— 15--72
G. CASE
6.A.P
AS SHOWN
MCROFILMED 0- 3 —A
7