HomeMy WebLinkAboutS-318703z
z_
x
3
y
O
O
75
Q
O
CO
z
w
U
w
w�
cn w
J_
� J
n, O
Q ry
n
Z
Q
�a
d
O d
:Ellg4
B�
i ..— 99 1+� U W
E U 0 3
azQ c� 000_ o!
�
o U a-
V w
o, Q
3
'o w
s � a
� � a
o w }
0- m
J
2
Q
0
0
O
z �
L
W
� z
0 0
J U V)
o �
w
�3
a
O
O
O of
n �
n O
a
oa
45
441
431
SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M.
_... _ _.. ..LOW POINT ELEV = 439.43
LOW POINT STA = 7 +46.21
EXI5IING GRUUNU PROPOSED FINISH GRADE
EL. AT T7TYP EL. AT iF 7)P
O �n^ Nn Np �^ h^ vn oin u1
ry r� V
4 +00 3 +00 2 +00 1+00
O z lvorw �2 % -fI
E
450
LOW POINT ELEV = 439.68.
W
-,
R
LOW POINT STA = 3 +68.08'.
LOW POINT ELEV = 44237
o
0i
PW STA = 3 +35.25
LOW POINT STA = 1 +96.25
O
0i O
PVI.ELEV = 439.02
PVl STA = 1 +4745
1 �
SSD= 155.0'
PW ELEV = 441.25
200.0' VC
3 �
OF
OVER C PIPE TYP
19zo" VC
't
PROPOSED FINISH GRADE
Q�
v�
_
OVER OF PIPE TIP —
— — — —
'a
Co
o
Q
co
+
W
r
r CL
hlii N
vN
- s�
WW +
d
Q¢
h
10
W Lu
_.... �• 440.......
a
11 I�
EXISTING GROUND / '
N
fij W
U U U U
Y}j 71P
a
_
/. 4;g
0
�__ --_J
24"SroRM
440 — _
- 440
CROSSING
PROPOSED FINISH
GRADE (TYP)
430
113' -1D• PVC 5=
159 ,8. P
VC S_Q OI72
I - ,- ,......
I SJMH 2
E7ssC0
RIM 439.80
10" IE 430.15 (IN)
RIM 439.56
0
10• IE 430.05 (OUT)
6• If 434.73 (IN)
430
8• IE 434.56 (OUT) -
PRORLE SCALE
SSM 3
1.15 430
1'= 40' HORIZONTA
RIM /4 6 (IN)
1' 4' VER77CAL
8• IF 431.83 (IN)
70• IE 431.56 (OUT)
NE 4TH COURT
EXI5IING GRUUNU PROPOSED FINISH GRADE
EL. AT T7TYP EL. AT iF 7)P
O �n^ Nn Np �^ h^ vn oin u1
ry r� V
4 +00 3 +00 2 +00 1+00
O z lvorw �2 % -fI
E
450
166' -20• STEEL CASING PIPE GR -8 0.33 INCH - .THICK
NON-COATED). CONTRACTOR TO DETERMINE REQUIRED SIZE
AND PIPE SUPPORT. PLACE SPACERS ON 7HE SEWERLINE
AND FILL THE SLEEVE WITH SAND.
�218'-10` 0.0054
SMH 1
RIM 441.50 EX SSMH
10• IE 429.49 (IN) RIM 44324
10" IE 429.39 (OUT) 24" IE 4281; (CTR CHNL)
PROFILE SCALE NEW 10• IE 428.22 (IN)
11 ° 40' HORIZONTA
1 4' VEP.77CAL
SS -A
EXISTING GROUND PROPOSED FINISH GRADE
EL. OVER PIPE EL. AT TYP
V,
h ro'h
W
-,
R
N,
4)
o
0i
v
Qi O
O
0i O
2'
0i
1 �
EXIS77NG GROUND
3
3 �
OF
OVER C PIPE TYP
�
i
't
PROPOSED FINISH GRADE
Q�
v�
_
OVER OF PIPE TIP —
— — — —
166' -20• STEEL CASING PIPE GR -8 0.33 INCH - .THICK
NON-COATED). CONTRACTOR TO DETERMINE REQUIRED SIZE
AND PIPE SUPPORT. PLACE SPACERS ON 7HE SEWERLINE
AND FILL THE SLEEVE WITH SAND.
�218'-10` 0.0054
SMH 1
RIM 441.50 EX SSMH
10• IE 429.49 (IN) RIM 44324
10" IE 429.39 (OUT) 24" IE 4281; (CTR CHNL)
PROFILE SCALE NEW 10• IE 428.22 (IN)
11 ° 40' HORIZONTA
1 4' VEP.77CAL
SS -A
EXISTING GROUND PROPOSED FINISH GRADE
EL. OVER PIPE EL. AT TYP
V,
h ro'h
mM
-,
U) -,
h rnLr)
4)
o
0i
of O
Qi O
O
0i O
0i O
0i
nl n
3
3 �
't
V- v
W jr Adh
lk-1 wj
W
- a
i
i
TRIAD
ASSOCIATES
11814 115th Ave. NE
arwand, WA 98034 -6923
425.821.8448
425.821.3481 fax
800- 488 -0756 toll free
w -ft adassor -mm
C
e? �
g 11
ACC
°z
GERALD F. BUCK, AICP
PROJECT MANAGER
NICK A. YMWGER, PLS
PROJECT SURVEYOR
REBECCA S CUSMMAN, PE
PROJECT ENGINEER
J97ERY L COX ASU
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 4114104
SCALE: III=:1 -¢0° VW.: 1 ° =4,
1 �'I'0A
S
�v�`v4GCj WA H 19
C 2
0
z
yox \ \\ 37359
= xP.a'cS '-5/05
Checked for Compl' nce to City Standards
_ STAMP NOT VALID Im _
UNLESS SIGNED AND DATED I� �
-7 /mac /na JOB N0. 01-159
SHEEP N0. 160E 3
2
0
i
co
y
3
3
se
V
�` SCANNEI ()(`T 0 8 _lea%
s �
a
3
3 �
>
Q�
v�
o�
'a
Co
o
Q
co
W
U.
O
.3
pq U U
V ¢ C
� a a
C
e? �
g 11
ACC
°z
GERALD F. BUCK, AICP
PROJECT MANAGER
NICK A. YMWGER, PLS
PROJECT SURVEYOR
REBECCA S CUSMMAN, PE
PROJECT ENGINEER
J97ERY L COX ASU
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 4114104
SCALE: III=:1 -¢0° VW.: 1 ° =4,
1 �'I'0A
S
�v�`v4GCj WA H 19
C 2
0
z
yox \ \\ 37359
= xP.a'cS '-5/05
Checked for Compl' nce to City Standards
_ STAMP NOT VALID Im _
UNLESS SIGNED AND DATED I� �
-7 /mac /na JOB N0. 01-159
SHEEP N0. 160E 3
3
se
®2004 TRIAD ASSOCIATES
�` SCANNEI ()(`T 0 8 _lea%
s �