HomeMy WebLinkAboutS-017003METEIi'ING M4.--
EXIST. MET90 M-1
UNDERGROUND TELEPHONE
TELE. CO. TO BE CONTACTED
PRIOR TO EXCAVATION
BAB - 0212
IETRO ESM'T.
--25' CONSTE EASEMENT
_ ORIGINAL CENTERLINE
_10' LITILITY EASEME-NT --
PROPERTY LINE°
PLAN VIEW
STA. 0 +00
e
Lr"
pG/
P�N�.
VLL TERING MANHOLE- PER
1
I
3 M42 N 87_°.45 52 W
;p METRO SPECIFICATIONS
e`
o� 0:
ML
70,0 20, 7/ " TOP 2D, B2_
I
EXIST. 72" METRO
SEWER LINE
:..
TOP OF MANHOLE TO BE
r
uc DETERMINED IN FIELD.
A 10' D. 1. PIPE
D NOT SCALE^ a'
I
Imo~
Cored hole. Pipe to be cut
°p flush inside. Baakfill with
15' UTILITY EASEMENT
30' CONSTRUCTION EASEMENT
wl
z
J
a:
W
a
3
NI
wire fence
PLAN VIEW
VLL TERING MANHOLE- PER
SCALE: 1 = 40'
I
;p METRO SPECIFICATIONS
e`
o� 0:
70,0 20, 7/ " TOP 2D, B2_
° o °
EXIST. 72" METRO
SEWER LINE
:..
A 10' D. 1. PIPE
Cored hole. Pipe to be cut
°p flush inside. Baakfill with
O
non- shrink grout per 0.00364
°METRO Speci icatio ail °: a a
r'C1. °,,24 0/P..,
ai. o a '' a v' ACTUAL INVERT: TO BE DEFINED IN FIELD)
W . .?.V/
9
-f+�( 4-04
°; o CEMENT CO
6 „MIN.
\Engineer.
5 =.0, 00!59 FT /FT
NOTE: Protect METnbolon d soil loads.
Proposed mtion must
approved by
I
TOP 20, 72 _
%DP 25, Pd
3t�
METERING Mi
3
STk -7*96-
3 0
=18�4M M 2 f
SEE E>ETA(L ABOVE) TOP IS, _91
— ��rr'.;3
EXIST CL PROFILE
?OP /5, t5
12`C.I. WATERLINE
TOP OF PIPE = I1.35'
20
O' A'.pE
20
METRO
7P LINE 1O
F1A4Vt74,eEXIST,
ILOWlUetL
-88780 -/D D, t, P /P6
; O' 1e �� °�
10
2/!- /A” At P /PE
�FrJ.F 3g$r ie" n—��— noioc
�� cT�tcr
'
-
n-= B.e6364 FTlF:F
S- 0.0e364 F/FT-
5= O. 003 FT /r T
p
0.00374 T1T . _
0
P/
/A/!! 4. 7!
` /tip 3�3P
PROFILE
Ry' /0IP/ P /PE
Be' — te- al. p,I H0RIZ.: I"=
= 40
10 +00
S-170
Be- f6"9;FEft V E RT.: 1"
_ 10'
9S�' l8'� S7`EEL CASlN6
0 1+00 2+00 '
3 +00 4 +00 5 +00
6 +00
7+00 8+.00
9 +00
SANITARY
SEWER LID 285
S.W. 43rd ST
and WEST VALLEY RD.
GECASE
5 -7 -74
GE CASE
AS NOTED
7