WW Comments - Skybreak V1APPROVED
NOTES
oa 22,z2
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE
ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500.
r
2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER
ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED.
n
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD
N
DRAWING SW3.
o E K SITEY Z
N 1 "=250'
N
w
a
Of
3
I
4' PI
4"PI
4"PI /
�
N
BLOCK 4 1 /
w
3
15
14
13
12
w
-
�
O
w
U
w
U
w
U
w
U q7
x
a
>
w00
>0
�0
>
�00
> 2
�aoo
(W/JO O W
O NO n
NO O-
w00. /
0
U)
F
_ 2
M W)'6
w+ II umi
ONi MM
w+ II r
�MM
w+ II
m o
w3N=� o
Z
W
3�x1�
W H N
3�x1l
W H N
3Nx�
W H N
W H N
z
vI IQIZ p
m¢z p
mQz p
NII t7 II
aI-nW?
aI-nW?
aI-nW?
a�'J'z
/
A-1
o
, .
SSMH A-
z
8"W
8"W
�q3
\
�
10+00,
—
—11+00
\\—
S PALATINO
AVE —
—
— 13+00
<8"SS
<8"SS
S
EX SSMH
SSMH A-1
STAo e
z
C
CENG 13x4gSfRV/0
T 8 f
H- 4 >
CO
Z
Z
iN ,
2 V�
�?>59
N
2:
4q'.2 BLOCK 2
=
H
W
WNO�
0000N
WC00^
��oao
WCDO�
'-'�ov
WCD�^
U�oo
WC00^
U�om
WOOS
�4oN
WmON
U�om
29
BLOCK2
O
M
W} N^
n V)
W} 04 1^
N r tL)
W} 11^
I� n
W} 11^
� 0 r n
W +'. n
M r CO
W+ N n
r CO
W} N n
Ser ice cannot 29
KEYNOTES
Q POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1.
0 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1.
9
BLOCK 4
12
10
1 11
—%14+00 — 1
Z
O
NO2N
W o ;>
NO2 N
wil �>
U1^ 2 N
��� II
II
(n� x N
W o ;>
NN 2 N
W o ;>
NN=N
o �>
NN=N
o ;>
ect
ceanou
a
� Z
Z
c,>
>TW Z
Lu
Z
Z
uj
w
Z
W
Z
��In
W
0
18
N N J
V+ N J
J
N J
N J
w J
0
4" SEWER SERVICE
STA0 28
19
20
21
22
23
24
25
LENGTH 100.8
LENGTH=100.85'
Li
INV=2761.07'
U)
Ld
"PI
4" I
�
4"pl
4"PI
4 PI
T
0
I i
U
0
O
Li
2775
z
^ ^ vW ^
3: W -
U
--------------------
--------------------
m m•
--------------------
--------------------
6 N O
a
m
cn
nn N am- n II
c� ~-
Of
O
2770
w j
I Z
�
N M N C-4
� Z Z
11 D
— O
3
------- ---- ----
��
-----------------
-----------------
----
EXISTING GROUND
------------
-----------------
-----
Q
_
M^ Q
m
M
N > >
Z
N
------�Q�----
�s s------_.
O Y N
V)
a0 DD Vl
U) w10
V)V1H
0_' m a0
v o0 o
-------------------
----------
2765
x+
z zC
— — — —
—
—
N
Q z z z
0_
--------W
N w 00 00 CO
W
a
0
th
/
�
FINISHED
GRADE
a
2760
W--------
---------------------�
/----------------
------
--------------------
--------------------
--------------------
-------
--------------
-
------------------
U)
4"
PI MAIN
-----
-
-- ----
-
CROSSING
Li
2755
Of
N
{
I EX. 12"
WATER
z
{
I MAIN CROSSING
N
----------------------------------------
--------------------
--------------------
-------------------
2750
CONNECT TO
EXISTING SANITARY
L=35'
S=0.42%_
ci
J
SEWER MANHOLE
J
{
I EX. 8" INV
OUT-2742.6T (FIELD
$�� D
_
D-8"
-
Y
_------{
{
I--- ---VERIFY PRIOR
I
TO CONSTRUCTION)------------
318
g.2• _---
3
{I
1-
N
2745
{I
>
{
------------------------------------------------------
-
U
N
1-
2740
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
0
5=
r
a
0
0
�U o m
W + N LO
V) II N
w II �>
RA
zz
V! J
N
30
�4"PI
31
Ucdp
W + N O
Na II N
z
r Z Z
J
Vl
32
0 20 40 80 120 Ns f i
FO
a i�uu+�-`vrl
HORIZONTAL SCALE: 1" = 40' 16970
VERTICAL SCALE: 1" = 5' 6-2-22
OOST�TF OF \OPT
�7�NE M. GRP
JWo
>�o01
N
�N3
�^ v'm
O � C M
� o
X 0 c 7
O a)
mu
O V) u o
am E�
m
r
eA% I
01
tj
BLOCK 6 ��
7 5
SSMH C-2 - ..
6
M
g0 w
SSMH B-2
0
8"`N
<
Cl
6
1
SSMH A-5
20+00
C.O.
2
1
SCC�O A l
163 � c0 SS
,
8"W
— —
16+0o
E ENGLEHART DR _17+00 —
——18+00-
\
SSMH A73
<8"SS
\
SSMH A-4
y v\
z
LZyN
tp
\ a
2
V.
p
Wes'
U� O M
W7-^
UO OtMO
W
OM -O M
Wes.
UM O
WO-
UO0
WM N
>00 m
Ly� Nm
\N Z��L
Np�
�y NUI
N.w L
in>000
w
»C/)0
>N O)0
>�0)0
m
>nrnrn
O• L
W+N O
O� II
WON m
O+ II �
W+N m
Ulm II
W+N
tom II n
W+N
O II N
�+ II n
SON NN
t�
III~N^F(I
zz_LLJ¢Wz
III~N
w¢zz
III~N
'rzzNwz
III~II
WII c~7>-O�
41
;
N U1 J
� In W
w—
Ul J
J
w� Jz
(n
N J
N
V)
40
\
33
34
39 BLOCK 2
38 8'•P\
35
36
37
6'P\ —
DESIGNED: C. GRAHAM
DRAWN: L. HAASE
i
/
CHECKED: C. GRAHAM
�6"p1?
/ /
APPROVED: C. GRAHAM
/
O
PREPARED FOR:
G20 LLC
W
PO BOX 593
3
W ^
2775 u
EAGLE, ID 83616
^
N
•
3 -----------------------
fV
---
--------------------
--------------------
---------------- 9
M M
. . � ---------------------------------------------------
M M
.-. ...
CD
W
_ M
-----v-----------------
m
_....
N
---
--------------------
--------------------
e
----------------0
^
r n N---------------------------------------------------
m N N
--------------------
-
---------
(n
't r
NM
�. N_
-----
N_
'
vZ0
---------
------------------------------------------------------------
------------------------------------------------------------
Mx
¢�N
------------------------------------------------
^
+ M Z Z O
II Z z
N
N- ^
4o
zO
a0O O
N
-0 r, OR (V
i`0,
a0N nN
O
^
I
+�0»
¢nZ
2770 O
II
¢aolN� >; >
-
---------------
> -
OIIpZZV)I�
U) - 00 00
x II ----------------- --
xa 11
-------------II_^---------------�
¢
---
--------------------
--------------------
NU)w.
UV)-
nno m ro -
O
J_
-------------------
-------------------------------------------------------------
- -------------------
03
---------------------------------------
-------------------------------------------
- ---------------
ILL
2 765
fV L.L
O
— — — — — —
— — — — — —
I
O
------
-------
O
O z
---
-------------------
4" PI MAIN
CROSSING
--------------------
---------------- -
--------------------------------------------------------------
---- -
4" PI MAIN
CROSSING
4CROSS
-------------------
PI
CROSSING
----------------
ce
J
N d Q
12" STORM
CROSSING2760
CROSSING
DRAIN
Q
>
z Q
C) W
O
J
co a
L=229~S=0.42%
D=8"
L=106'
S=0.42%
D=g
2755 z
W
N
229
S =0.42% D
= 8
Q
Ice W
Q d
L=68'
W
z
S=0.42
In
W
D=6"
_
ne — J
2750
m ce
Lu
N
W
W
d
N
2745
---
--------------------
--------------------
--------------------
-------------------------------------------------------------
--------------------
--------------------
--------------------
----------------------------------------------------
--------
---
--------------------
--------------------
-
-------------------
-------------------------------------------------------------
--------------------
--------------------
--------------------
------------------------------------------------
---
--------------------
--------------------
--------------------
-------------------------------------------------------------
--------------------
--------------------
-
N
CSW PROJECT NO. 22001
J
>
2740
14+50
15+00
15+50
16+00 16+50
17+00
17+50
18+00
18+50 19+00
19+50 20+00
O
z
DRAWING DATE 06/02/2022
SEWER
LINE'A'
PLAN AND
PROFILE
d
Q
V
C510
STAK10+00
TO 20+50