HomeMy WebLinkAboutC5.5_Sewer Line D & E Plan V1w
m
0
a
J
9
Ld
Ir
W
O
H
z
Ld
F-
z
O
U
F
of
O
W
F-
N
z
In
o
z
O
Q
U
L1
O
O
W
Ld
IY
0
U
o
Ld
Ir
r
Q
J
Y
O
Ld
v)
U
LL
0_
Ld
d
Ld
-
In
z
z
w
D
ct
Ir
z
cn
J
Y
0
3
Ld
_J
U
N
O
N
r
U
of
r
o
0
U
NOTES
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE
ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED.
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
DRAWING SW3.
N
TSITE KEY
1"=500'
KEYNOTES
O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA.
O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA.
32+01
SSMH
A-14
BLOCK 3
�9 0
0•
I
25
26
27
28
29
A
nl
U
oo
U
oo
U
oo
U
U
30ec
oo
2
n
-
24a
Nw�o
I O
wm,.
I C I <
Nw'.
r l w
Nwuo
I r N
NMO�
N r w
w+per=ate
�Ma�
¢oa�i
acoac G
N
wills
rN
rN
rN
�rN 5ryG.
..o
>
Naw II
Naw II
N¢z>
rnaZ p �9- 1 '\0
Id
Id
G4�w a1 p9
2�
Id
Id
SSMH
C-2
8"W
SSMH D-8
-
E ENGLEHART LN
SSMH D-7
1-
8"SS>
19+00
a
\\\1
2
20+00
18+00
17+00
w000 2
>U_>Mww
2 wooi�
UM�N
W000� 2
UMO,p
2 wooer
U_Mw0
�, SSMH D-6
O
o
I
KOOi00
N N
�00�NO�
N p N
N p N
�.MO�
N^ N N
ls:
a waz>
0c�r 11
"'azz
¢ter 11
"'<zz
or�� 11
"'a z>z
I
J
J
Hzz
2
J
0
0
d
YBLOCK
3 74
7s
76
77
78 w
vAi N
Nt
PI
PI
I • P
PI
>
O
o i
BLOCK 3
82 81 80 79
w
2785
2780
2775
2770
2765
2760
3 01
rn
3
6�
_
-.- a
^ ---
-.-
- -
--.
-.-
--- --.�
n r
O r r N
-. 6
t0 -
-.- �
M N ---
-.-
- -
--.
-.-
---
-- O I' cl O
^ 0
-.----.--. a1
,n c F
O-.--.-.--
o
----.-.- -.
- -STI
-.-..-.- -
----.--.-
--.-- -.--. --.
^ -'0
I +fpZ Z 0
0
M N
II r_
� � z
1
oNl�j
+
N
EXISTING
GROUND
w I�
= N > > >
211 II ZZZ
Q---
C+
U)
+ I� - O
p
=
-.----.--. N
-.----.--. to
II z
H f —-.--.-.--
-
N 0_ W-.--.-.--
-------- ---
-------- ---
----------
----------
-..-.-. -
--------- ---
---
----.--.-
- -. ---.- -
--.-- --.--.
- ----.--.-
-. to N � 00
---.-.----.--.- --.
=
-. N
N
II Z Z
— -
_x x
fn W 00 00 -
---
--- _-_--
-.-.-
FINISHED
-
GRADE -
_---
_-_-- -_
_---
- --
D=B.. SDR 35 -
S=0.60% L=315'
L-35'
S=0.40%
---
--- ----
---
-- -----
--- -
----
-----D=8" SDR
35 ----
--- --
20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50
SEWER LINED' PLAN AND PROFILE (CONT.)
STA. 1 6+00 TO 20+50
2785
2780
2775
2770
2765
2760
0 25 50 100 150
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
5c�\01�L
t�ENSF'QK>7��
16970
s 11-12-21
C)C T�TFOF\OP�,�.P�
�z M. GAP
YJ
JW
o
\ L O V
/r y
C
00
�N3
00
o�
�o -
x� �v
o
co w
O� VO
am Ev
�o
z
u
` ,
Id
Id
Id
2
0
1
49
50
s1
52
53
I
3
_ Id
48
S4
O
V
K N O
K N O
K N O
K N O
K N o
2
D_
Nrn u�o
000
we �6
NON
NO1NN
a0U1
Nrn mo
6c3
NO1 q,4
Woo
BLOCK3
X
W
w+II
I
Z
W
�x021�
11 crap
a_SIB
NII�p
;a SIB
ISp
xN21�
N21�
55
U
N
0 1
vwi
¢z>z
a�i�_
¢z>
avri �'3
vwi 11
¢z>
clnn �'?
vwi 11 crapIl
¢z�
avri�_
crap
¢z>
Z
a
u
U
90•
56
L
S
o
a
m10+00
11+00
<8"SS
12+00
13+00
10+0
U
SSMH D-3
—
—
—
— — S CASCABELLN
—
SSMH E-1—SSMH
A-13
Z
I
w
7T
M
wN-
OIL
QcIn4
20!4w
oono
INaLp
N M
w-on
Um N
02
Nm
r7
OZW�
rwN
N+ 11n
11
N II n
w+�N
K>e
W+M
II ^
W11
�
ap
WII
II,
WMnwO
Z
>
Z
<mc9r11
w>
=rN
II >
wII >
�OrNNr
NN
II
N+=-
NwII
wr
N+
MN
wII Ir
NN�M
N+IIw
M
8>
J
zz
8
8
�
cOra
C
zz
`y
II
zzQ
n
I
DESIGNED: C. GRAHAM
z
O
a
a
a
<
a
a
a
=
Q
DRAWN: C. GRAHAM
C)
Q
Ni O
83
w
64
63
62
61
60
59
58
57
v
U
CHECKED: C. GRAHAM
BLOCK
3
APPROVED: C. GRAHAM
PI
PI
PI
PI
PI
PI
BLOCK
3
Oo
6s
66
67
68
69
70
71
7z
�-
N
PREPARED FOR:
I
G20 LLC
PO BOX 593
EAGLE, ID 83616
2785
2780
2775
2770
2765
2760
2755
f
3
EXISTING GROUND
- - -
--. 00 -
........ ..
..........
-.-.. -.-.
-..-
-.-.. -.-..-
-..-.-..-
-..-.-�
N -..-.-..-
II
00O
Ow N
I
+MO
-.--.
O 00 N N II -
-..-.-..
--..-.-..-
-.-.. -. -
- -
- -.-.. .....
.........
-.-..-.- W
M
r
O N z z
—
— — --.-. — —
-___— — — -
____----
—.
=
_
II cj Z
_
+r—_
-..-.-..
_ --..-.-..-
_.. — —
----
-.._ _
-.-..-
�e
p01�
_-------
------
tnr
rn
rn w ao
N Z Z_ Z
----.-. M
v1r�s
<
a
........ ..
..........
-.-.. -.-.
-..-.-..-
-.-.. -.-..-
-..-.-..-
7-
-..
-.
-.-..-
4" PI MAIN
12" STORM
FINISHED
GRADE
CROSSING
DRAIN CROSSING
8" WATER
CROSSING
MAIN
L=373'
S=0.607
D=8" SDR 35
1+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+C
SEWER LINE'E' PLAN AND PROFILE
STA. 10+00 TO 14+00
2785
W
J
2780
L.L.
O
r
O
2775
Z N
Q J
C)
Z
Q
Z
2770
> Z
0 W
j
0-
co 2
M W
iw
2765
L-1) i
11V 0
W �
m
+
�
W
Z
2760
N
J
W
W
cr1
2755
CSW PROJECT NO,
19044
DRAWING DATE
11/12/2021
C5.5