HomeMy WebLinkAboutC5.1_Sewer Line A Plan V1APPROVED
o n222
J
U
9
(n
(n
Ld
x
W
H
0
O
H
N
Z
W
H
Z
O
U
of
O
z
Z
W
tr
u)
(n
_
O
O
Q
U
00
0
W
w
G'
z
O
F-
u 2785
o
O
0_
w
r
Z
< 2780
J
Y
0_
O
2775
Ld
U
W
O 2770
0_
Ld
a
w
_ 2765
(n
w
D
ct
F-
~ 2760
Z
cn
N2755
Y
0
Ld
u)
2750
U
N
O
N
H
2745
of
r
o
O
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.
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.
N
SITE KEY
1"=500'
79,
\��\ SSMH A 6'3-�
vv2ry
a
�`�*ry"�
Uw
- -
-
��
o q
- - - - -
2
v e U ry
y���p•
w�xry yam'^e
U
S
z
p�y
3k-fp
�';
�n
U
PROVIDE KNOCKOUT FOR'�-
FUTURE 8" SEWER MAIN
I
II
w+ p
EXTENSION1N�n
G xp
p
2
2
� J
N F n
"<if G
M= n
t3
�7
2
2N
`; ivi
N7
a /I � ?
o W
2
\
SSMH A-71
-22 03 - N QU
+00
Z
Va^N
EC
\ -
03�76T
------
03
---
3
1
ci
EG
12"W
-------------
N + N
N= N
W W
w n• w
23+00
fG
<8"SS
SSMH A-9 A-12"W
w II
z
nmq ti
pcw�<rnN
__, -
-SSMH A-B-------
EG
-
13S\\
SSMH A-11
90' G <8°SS EG
N+
wN�>"'>Q^N�No
wainro
\
J
>w
a
Z 3
N�++=�n`+arn�'N
twiN'no
wro.
1�3y
�\ T�SSMH A-10
(n
Y
wN(D>
¢ Z Z
w+NtnO
N N= N
�M
N ro
a0 Y
N
-
w N II
N I=I i
N
PROVIDE KNOCKOUT FOR
go
N a
rn
w II co >
N >
I FUTURE 8" SEWER MAIN
w
¢ z z
EXTENSION
I
I
wl
fU�UREPHPSE
'
I
I
II
I
'0
II
I
I
I
1110010
II 1
I I
- - - - 86 n
II E BINGLEY IN 98
BLOCK 3
1
Id
d
SSMH
B-1
85
99
103
102 BLOCK 3
00
2
n
101
Z
�NO
fn l0
u+N O'
in
u+N O•
M
��p
p I Kip
Kip V
M M
0=O1M1�
fn
M M
0' M�
(n 0> M OD
KO>M�
W N
N O i0
CIOM
W N
N O p
NOoO I
W N
N O.
W t0 O'
N
84
W+ II �p
�nxn�xn�xn
N N
w+ II ,p
N N
W+ II ,p
N N
�OMri
W+II co
n S n
EOM^
w+II (o
O 2 n
O'�N1Ma
w+III
'=n
D:OMpMp
W+III
a+xn
lOO
fn II C7
¢ Z
fn
¢ Z
(n II IIN
¢ Z
H NN
(n II C9 II
F NN
(n II C7
NN�N
vl II �7
w�
a/I-iJ_
�w�
a(nJ_
>
�z
c ?
¢z
JZ
¢z II
WZ
¢z II
�w�
<z II
wZ 1
83 l
a
2
2
2
2
2 2
2
—
26+00
0
27+00
180'
28+0o 2 W
-
29+00_
9
9�.
30+0o E CEDARHURST LN
31+ 12"l
<8"SS
-
-
A-13
<8"SS
-EG EG EG
tG
SSMH
A-12
\Z
`
- -SSMH
.. ..2
57
wf/¢w1 /
I
N W
U
UN
UNO
UNO a
ow
O n
�,no ode
O m
ec m
tOV
�mwm
j"_aiw
n
na
(w+ N w
vwiwN^
'+N.
w+NCO
mm 11
SSMH
E-1
58
3
�N�>>N
w¢ Z
�NFN
w¢
I �N11 FN
w¢
KNFN
w;¢
I
2
72
Z
�I-ii2
Z Z
Ind-
z z
I Ind-
2 Z
NIn zw-
56
a
<
I a
a
BLOCK 3
OCK 3 55
2
fE,
.
59
71
^
-
N
0 25 50 100 150
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
m
o
o
I
w
�
0
A-14 a
�
N
2
I
I
�
9�
- - 32+01
SSMH
O
90•
— Id
II
o
.Ziv i7
N ih rl
n
g
p
N N
n n
4, M
_
?i
O
N
r' n n II
N
w(j
O
v
O
<O Z Z p
~
3
m
N
o
00
L
^
I
<
t
N n
j >
w3
L=i
w 1
Oc+
a
vi
�0)
t0 t0
^^N
x11
MN>
Ilzzz
min
�,
z�in
in inn �n
v
n N
00
ate-
vi
N
�0�
�imNN
II II o
------
f�nH�-
((niRro
CD 00
3
.-.v
va0
m
Ln M 9.
r•i �._a0
OOD -
ri r'i �MpO
7 �N I
II ~
�n�
n N �
II o
I
_<m
+^Z Z O
------
- - - - - -
- - - --
00 00
_.._. _�
°D'n
-i
n `� �N
't N
N In _.�
N N N N as
F
n O _..
o
_..
EXISTING
_._ _.._
GROUND
_..
_ _..
an
N Z _
n _ o
_.._
_._.. _.
- --
�.-
- -
m¢
N N > 1 >
II z_ z z ----
-- ----
----
-
----
- ---
--
3
Vim-
M n
N
rn+OZ
r _ O
MM p O
1
_.
t0 II II O
O
n _..
NN»
z Z
_._..
_._ _
_._..
_ _.._
x
N > > _.. _. _
11 NZ Z __
_ _.._
--_--
-.-.- _
U)U)wa0
a
aD ip
..�
v
n
N
<
O-
¢
N
+OZZ
�¢
N
N<
aD
O M _._.
........ ...
. .........
I
_.._.
+ a6 Z p
_.._._.._._
x
N 1 � _
II 11 Z Z =
N i i J _._. N
II Z Z Z
(~n K 00 00 -. _..
_..
_._ _
_ - -
_.
_.- - - w
0 w
a0
(n(0_�
_
Q
m n N
2
N � Z Z
_ _
m:
_.._._.. N
N w 00 00 to
to � DD W
-
-------
-
3wv_._.._.n��Z�.._._.
ro�N 0
_._.._._
_ -..-._(I
vi<
o-mm
_.._._..
_.._._ _._
___- _.--
_ _._..
_._..
_._ _.._._.._
_.._._..
_
_._.. _.
_.._
_._.. _..-
-------
----
------
---------
4�� PI MAIN
CROSSING
-----
- ----
---
<�
+O
n
--
-----
--
_.._._
N N O
_._
_.._ _.
_._.._.
•
In
o o 0
in
N�
_
s. "
-
----
FINISHED
GRADE
_.�M
N
LO7,NN r
_._
_.._ _.
_._ ---(n(n
�a000--- _..
----��
/i,
_
_.
_._
_..
_._
_._ _..
_..
_._ _.._
_..
_
_..
8"
WATER MAIN
-. --
---
-
---
- --
-
-..-._.4rn`O--
M u? z z
o-----
_-\_
/_�
- CROSSING
Nzz z
8" WATER
MAIN
xil
u!
<II
rn flf
_
no m ao/
.CROSSING-----
L=245'
- S=0.40%
D=8" SDR 35
L=223'
S=0.40%
D=8" SDR 35
-
L=256' _ S=0.40%
D=8" SDR
35
L=145`
5=0.407 D=8°
SDR 35
D=8" SDR 35
-L=206'
S=1.00%
L=23'
L=101'
5=0.40%
S=0.40%
D=8" SDR
35
D=8" SDR 35
S-0;
5=0.40%
D=8
SDR 35
19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50
SEWER LINE 'A' PLAN AND PROFILE (CONT.)
STA. 19+50 TO 32+50
YJ
JW�
E
m
cm
In^
vr)
(u�
X 0
p
3°
Ld
0U)
a
m
uo
�
E
ra
r
m
rn
u
J
0
z
DESIGNED: C. GRAHAM
DRAWN: C. GRAHAM
— CHECKED: C. GRAHAM
APPROVED: C. GRAHAM
65 PREPARED FOR:
G20 LLC
PO BOX 593
EAGLE, ID 83616
2780
2775
O
U
2770
O
Z
N
Lu
J
LL
Z
Q
O J
V) d
IL
d
2765
> Z
0 Lu
z
Q
Inn
Z) Lu
Z
cn >
2760
C)J
Q C�'
Lu a
Cie
d
Q
-
Inn
Lu
2755
Z
(/
J
ce
Lu
2750
Lu
[%i
CSW PROJECT NO.
19044
DRAWING DATE
11/12/2021
2745
C5.1