Annand Hill Court PartitionSW ANNAND HILL CTSW MURDOCK LN SW CANTTERBURY LNSW 109TH AVE SW MURDOCK PL SW MURDOCK CT HWY 99
L
O
T
1
L
O
T
2
L
O
T
3
VICINITY MAPSCALE: NTS
COVER SHEET
C
1
.
0
SW ANNA
N
D
H
I
L
L
C
O
U
R
T
P
A
R
T
I
T
I
O
N
P
R
E
P
A
R
E
D
F
O
R
:
B
L
U
E
P
A
L
O
U
S
E
P
R
O
P
E
R
T
I
E
S
L
L
C
T
I
G
A
R
D
,
O
R
E
G
O
N
S
U
R
V
E
Y
O
R
C
I
V
I
L
E
N
G
I
N
E
E
R
B
L
U
E
P
A
L
O
U
S
E
3
3
3
S
S
T
A
T
E
S
T
,
S
T
E
V
#
4
5
2
L
A
K
E
O
S
W
E
G
O
,
O
R
9
7
3
0
4
P
H
O
N
E
:
(
9
7
1
)
2
6
6
-
6
9
1
2
C
O
N
T
A
C
T
:
R
O
B
M
A
T
T
H
E
W
S
SHEET INDEXSheetNo.SHEET TITLE1.0COVER SHEET2.0CONDITIONS OF APPROVAL3.0GENERAL NOTES & LEGENDS4.0ROAD PLAN & PROFILE5.0STORM PLAN & PROFILE6.0SANITARY & WATER PLAN & PROFILE7.0STREET & WATER DETAILS8.0SANITARY & STORM DETAILS9.0SANITARY & STORM DETAILS PROJECT SITE
P
R
O
J
E
C
T
T
E
A
M
P
L
A
N
N
E
R
G
E
O
T
E
C
H
D
A
T
U
M
S
I
T
E
I
N
F
O
R
M
A
T
I
O
N
S
I
T
E
M
A
P
S
C
A
L
E
:
N
T
S
S
W
A
N
N
A
N
D
H
I
L
L
C
O
U
R
T
U
T
I
L
I
T
Y
L
O
C
A
T
E
R
E
Q
U
I
R
E
M
E
N
T
S
E
X
I
S
T
I
N
G
U
T
I
L
I
T
Y
L
O
C
A
T
I
O
N
S
A
R
E
A
P
P
R
O
X
I
M
A
T
E
O
N
L
Y
.
I
N
O
R
D
E
R
T
O
P
R
O
T
E
C
T
E
X
I
S
T
I
N
G
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
,
C
O
N
T
R
A
C
T
O
R
S
P
E
R
F
O
R
M
I
N
G
W
O
R
K
S
H
O
W
N
O
N
T
H
E
S
E
P
L
A
N
S
M
U
S
T
N
O
T
I
F
Y
U
T
I
L
I
T
I
E
S
A
N
D
P
U
B
L
I
C
A
G
E
N
C
I
E
S
A
T
L
E
A
S
T
4
8
B
U
S
I
N
E
S
S
H
O
U
R
S
I
N
A
D
V
A
N
C
E
O
F
,
A
N
D
N
O
M
O
R
E
T
H
A
N
1
0
B
U
S
I
N
E
S
S
D
A
Y
S
B
E
F
O
R
E
,
B
E
G
I
N
N
I
N
G
E
X
C
A
V
A
T
I
O
N
,
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
P
R
O
V
I
S
I
O
N
S
O
F
O
A
R
9
5
2
-
0
0
1
-
0
0
9
0
.
L
I
M
I
T
S
O
F
W
O
R
K
S
H
A
L
L
B
E
P
R
E
-
M
A
R
K
E
D
F
O
R
T
H
E
U
T
I
L
I
T
Y
L
O
C
A
T
O
R
S
.
P
O
T
H
O
L
E
A
L
L
C
R
O
S
S
I
N
G
S
A
S
N
E
C
E
S
S
A
R
Y
T
O
P
R
E
V
E
N
T
G
R
A
D
E
A
N
D
A
L
I
G
N
M
E
N
T
C
O
N
F
L
I
C
T
S
.
R
E
P
O
R
T
A
L
L
C
O
N
F
L
I
C
T
S
T
O
T
H
E
E
N
G
I
N
E
E
R
I
M
M
E
D
I
A
T
E
L
Y
.
P
R
O
T
E
C
T
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
A
T
A
L
L
T
I
M
E
S
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
C
A
L
L
T
H
E
O
N
E
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
C
E
N
T
E
R
A
T
5
0
3
-
2
4
6
-
6
6
9
9
F
O
R
U
T
I
L
I
T
Y
L
O
C
A
T
E
S
.
A
N
Y
D
A
M
A
G
E
T
O
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
,
W
H
E
T
H
E
R
T
H
E
Y
’
R
E
S
H
O
W
N
O
N
T
H
E
S
E
D
R
A
W
I
N
G
S
O
R
N
O
T
,
W
I
L
L
B
E
R
E
P
A
I
R
E
D
O
R
R
E
P
L
A
C
E
D
A
T
T
H
E
C
O
N
T
R
A
C
T
O
R
’
S
E
X
P
E
N
S
E
.
A
T
T
E
N
T
I
O
N
:
O
R
E
G
O
N
L
A
W
R
E
Q
U
I
R
E
S
A
L
L
E
X
C
A
V
A
T
O
R
S
T
O
F
O
L
L
O
W
R
U
L
E
S
A
D
O
P
T
E
D
B
Y
T
H
E
O
R
E
G
O
N
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
C
E
N
T
E
R
.
T
H
O
S
E
R
U
L
E
S
A
R
E
S
E
T
F
O
R
T
H
I
N
O
A
R
9
5
2
-
0
0
1
-
0
0
1
0
T
H
R
O
U
G
H
O
A
R
9
5
2
-
0
0
1
-
0
0
9
0
.
Y
O
U
M
A
Y
O
B
T
A
I
N
C
O
P
I
E
S
O
F
T
H
E
R
U
L
E
S
B
Y
C
A
L
L
I
N
G
T
H
E
C
E
N
T
E
R
.
(
N
O
T
E
:
T
H
E
T
E
L
E
P
H
O
N
E
N
U
M
B
E
R
O
F
T
H
E
A
D
M
I
N
I
S
T
R
A
T
I
O
N
O
F
F
I
C
E
F
O
R
T
H
E
O
R
E
G
O
N
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
C
E
N
T
E
R
I
S
5
0
3
-
2
3
2
-
1
9
8
7
)
.
N
O
T
E
:
T
H
I
S
D
E
S
I
G
N
C
O
M
P
L
I
E
S
W
I
T
H
O
R
S
9
2
.
0
4
4
(
7
)
I
N
T
H
A
T
N
O
U
T
I
L
I
T
Y
I
N
F
R
A
S
T
R
U
C
T
U
R
E
I
S
D
E
S
I
G
N
E
D
T
O
B
E
W
I
T
H
I
N
O
N
E
(
1
)
F
O
O
T
O
F
A
S
U
R
V
E
Y
M
O
N
U
M
E
N
T
L
O
C
A
T
I
O
N
S
H
O
W
N
O
N
A
S
U
B
D
I
V
I
S
I
O
N
O
R
P
A
R
T
I
T
I
O
N
P
L
A
T
.
N
O
D
E
S
I
G
N
E
X
C
E
P
T
I
O
N
S
N
O
R
F
I
N
A
L
F
I
E
L
D
L
O
C
A
T
I
O
N
C
H
A
N
G
E
S
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
I
F
T
H
A
T
C
H
A
N
G
E
W
O
U
L
D
C
A
U
S
E
A
N
Y
U
T
I
L
I
T
Y
I
N
F
R
A
S
T
R
U
C
T
U
R
E
T
O
B
E
P
L
A
C
E
D
W
I
T
H
I
N
T
H
E
P
R
O
H
I
B
I
T
E
D
A
R
E
A
.
B
A
S
I
S
O
F
B
E
A
R
I
N
G
A
N
D
Y
P
A
R
I
S
A
N
D
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
1
6
0
5
7
B
O
O
N
E
S
F
E
R
R
Y
R
O
A
D
L
A
K
E
O
S
W
E
G
O
,
O
R
9
7
0
3
5
P
H
O
N
E
:
(
5
0
3
)
6
3
6
-
3
3
4
1
C
O
N
T
A
C
T
:
H
A
R
O
L
D
S
A
L
O
H
A
R
P
E
R
H
O
U
F
P
E
T
E
R
S
O
N
R
I
G
H
E
L
L
I
S
I
N
C
.
2
0
5
S
E
S
P
O
K
A
N
E
S
T
R
E
E
T
,
S
U
I
T
E
2
0
0
P
O
R
T
L
A
N
D
,
O
R
E
G
O
N
9
7
2
0
2
P
H
O
N
E
:
(
5
0
3
)
2
2
1
-
1
1
3
1
F
A
X
:
(
5
0
3
)
2
2
1
-
1
1
7
1
E
M
A
I
L
:
J
E
F
F
V
@
H
H
P
R
.
C
O
M
C
O
N
T
A
C
T
:
J
E
F
F
V
A
N
D
E
R
D
A
S
S
O
N
,
P
E
O
W
N
E
R
/
D
E
V
E
L
O
P
E
R
H
A
R
P
E
R
H
O
U
F
P
E
T
E
R
S
O
N
R
I
G
H
E
L
L
I
S
I
N
C
.
2
0
5
S
E
S
P
O
K
A
N
E
S
T
R
E
E
T
,
S
U
I
T
E
2
0
0
P
O
R
T
L
A
N
D
,
O
R
E
G
O
N
9
7
2
0
2
P
H
O
N
E
:
(
5
0
3
)
2
2
1
-
1
1
3
1
F
A
X
:
(
5
0
3
)
2
2
1
-
1
1
7
1
E
M
A
I
L
:
J
E
F
F
V
@
H
H
P
R
.
C
O
M
C
O
N
T
A
C
T
:
J
E
F
F
V
A
N
D
E
R
D
A
S
S
O
N
,
P
E
R
A
P
I
D
S
O
I
L
S
O
L
U
T
I
O
N
S
I
N
C
.
3
9
1
5
P
L
U
M
B
S
T
P
O
R
T
L
A
N
D
,
O
R
9
7
2
1
9
P
H
O
N
E
:
(
5
0
3
)
8
1
6
-
3
6
8
9
C
O
N
T
A
C
T
:
M
I
A
C
.
M
A
H
E
D
Y
E
L
E
V
A
T
I
O
N
D
A
T
U
M
:
N
G
V
D
2
9
L
O
C
A
T
E
D
A
T
S
W
A
N
N
A
N
D
H
I
L
L
C
O
U
R
T
L
O
C
A
T
E
D
I
N
T
H
E
N
E
1
4
O
F
S
E
C
T
I
O
N
1
0
,
T
O
W
N
S
H
I
P
2
S
O
U
T
H
,
R
A
N
G
E
1
W
E
S
T
,
W
I
L
L
A
M
E
T
T
E
M
E
R
I
D
I
A
N
,
C
I
T
Y
O
F
T
I
G
A
R
D
,
W
A
S
H
I
N
G
T
O
N
C
O
U
N
T
Y
,
O
R
E
G
O
N
B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
A
L
O
N
G
T
H
E
C
E
N
T
E
R
L
I
N
E
O
F
X
X
X
R
D
N
X
X
°
X
X
'
X
X
"
W
O:\01-Portland\BPA (Blue Palouse Properties)\BPA-02 (Annand Partition)\BPA-02-DWGS\As-builts\Cover\ BPA02-C1_0 COVER.dwg
DRAWN:
DESIGNED:
CHECKED:
DATE:
R E V I S I O N S
DESCRIPTIONDATENO.
J
O
B
N
O
.
S
H
E
E
T
N
O
.
205 SE Spokane Street, Suite 200, Portland, OR 97202
phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
Harper
Houf Peterson
Righellis Inc.
E N G I N E E R S P L A N N E R S
LANDSCAPE ARCHITECTS SURVEYORS
SW ANNAND HILL CT PARTITION
TIGARD, OR
B
P
A
-
0
2
JAV
HHPR TEAM
JAV
7/1/2021
O
R
E
G
O
N
E
N
G
I
N
E
E
R
REGIS
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
J
U
L
.
2
0
,
1
9
9
3
J
E
F
F
A
.
V
A
N
D
E
R
D
A
SSON
1
6
7
2
3
R
E
N
E
W
S
:
0
6
/
3
0
/
2
0
2
2
R
E
C
O
R
D
D
R
A
W
I
N
G
T
H
I
S
R
E
C
O
R
D
D
R
A
W
I
N
G
H
A
S
B
E
E
N
P
R
E
P
A
R
E
D
B
A
S
E
D
U
P
O
N
I
N
F
O
R
M
A
T
I
O
N
F
U
R
N
I
S
H
E
D
B
Y
O
T
H
E
R
S
.
H
A
R
P
E
R
H
O
U
F
P
E
T
E
R
S
O
N
R
I
G
H
E
L
L
I
S
,
I
N
C
.
I
S
R
E
L
Y
I
N
G
U
P
O
N
T
H
E
A
C
C
U
R
A
C
Y
A
N
D
C
O
M
P
L
E
T
E
N
E
S
S
O
F
T
H
E
I
N
F
O
R
M
A
T
I
O
N
F
U
R
N
I
S
H
E
D
B
U
T
A
S
S
U
M
E
S
N
O
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
F
T
H
I
S
R
E
C
O
R
D
D
R
A
W
I
N
G
O
R
F
O
R
A
N
Y
E
R
R
O
R
S
O
R
O
M
I
S
S
I
O
N
S
W
H
I
C
H
M
A
Y
H
A
V
E
B
E
E
N
I
N
C
O
R
P
O
R
A
T
E
D
I
N
T
O
I
T
A
S
A
R
E
S
U
L
T
.
T
H
O
S
E
U
S
I
N
G
T
H
I
S
R
E
C
O
R
D
D
O
C
U
M
E
N
T
A
R
E
A
D
V
I
S
E
D
T
O
O
B
T
A
I
N
I
N
D
E
P
E
N
D
E
N
T
V
E
R
I
F
I
C
A
T
I
O
N
O
F
I
T
S
A
C
C
U
R
A
C
Y
B
E
F
O
R
E
A
P
P
L
Y
I
N
G
I
T
F
O
R
A
N
Y
P
U
R
P
O
S
E
.
J
e
f
f
V
a
n
d
e
r
d
a
s
s
o
n
D
i
g
i
t
a
l
l
y
s
i
g
n
e
d
b
y
J
e
f
f
V
a
n
d
e
r
d
a
s
s
o
n
D
N
:
C
=
U
S
,
E
=
j
e
f
f
v
@
h
h
p
r
.
c
o
m
,
O
=
H
H
P
R
,
C
N
=
J
e
f
f
V
a
n
d
e
r
d
a
s
s
o
n
D
a
t
e
:
2
0
2
1
.
0
7
.
0
1
1
4
:
1
5
:
5
9
-
0
7
'
0
0
'
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
T
M
S
T
M
E
E
E
E
E
G
G
G
G
G
G
W
W
W
E
T
T
SAN
SAN
SAN
STM
STM
STM
W
SS
SD
SD
SS
W
382
383
384
386
387
385
388
38
9
S
A
N
S
A
N
W
W
W
W
380
385
390
381
382
383
384
386
387
388
389
3
8
6
38
7
38
8
1+00
2+00
B
P
:
1
+
0
0
.
0
0
PT: 1+70.41
PCC: 1+35.32
PCC: 1+55.85
PR MH SD-2
48" STORM MANHOLE
STA: 0+83.40, 0.0' (STORM PIPE) =
STA: 2+22.72, 0.8' L (CENTERLINE)
PR MH SD-1
60" STORM MANHOLE
W/ MECHANICAL INSIDE DROP
STA: 0+00.00, 0.0' (STORM PIPE) =
STA: 1+39.74, 3.2' L (CENTERLINE)
PER DETAIL 060 SHEET C9.0
12"
S
T
O
R
M
1
2
3
4
0+00
0+83
- SETBACK
- LOT LINE
- EASEMENT LINE
- CURB
PROPOSED LEGEND
- EXISTING 5' CONTOUR
- EXISTING 1' CONTOUR
- PROPOSED 5' CONTOUR
- PROPOSED 1' CONTOUR383
380
- CONCRETE
STORM PROFILE (1)
370
372
374
376
378
380
382
384
386
388
390
392
370
372
374
376
378
380
382
384
386
388
390
392
-0+05 0+00 0+50 1+00
EXISTING GROUND @ PIPE
PR MH SD-1
12" IE IN (E): 380.00
12" IE OUT (W): 373.22
STA: 0+00.00
RIM: 386.09
60" STORM MANHOLE
83.4 LF 12" PVC A
S
T
M
3
0
3
4
S
T
M
S
=
0
.
0
3
0
0
PR MH SD-2
8" IE IN (N): 382.70
12" IE OUT (W): 382.50
STA: 0+83.40
RIM: 388.49
48" STORM MANHOLE
INSTALL 3 4"-0" C.A.B. BACKFILL PER DETAIL 180 SHEET C6.0
ST
O
R
M
P
L
A
N
&
P
R
O
F
I
L
E
C5.0
0
SCALE: 1" = '
5 10 20
10
O:
\
0
1
-
P
o
r
t
l
a
n
d
\
B
P
A
(
B
l
u
e
P
a
l
o
u
s
e
P
r
o
p
e
r
t
i
e
s
)
\
B
P
A
-
0
2
(
A
n
n
a
n
d
P
a
r
t
i
t
i
o
n
)
\
B
P
A
-
0
2
-
D
W
G
S
\
A
s
-
b
u
i
l
t
s
\
C
5
.
0
S
t
o
r
m
\
B
P
A
0
2
-
C
5
_
0
S
T
O
R
M
.
d
w
g
DR
A
W
N
:
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
DA
T
E
:
R
E
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
.
JOB NO.
SHEET NO.
20
5
S
E
S
p
o
k
a
n
e
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
,
P
o
r
t
l
a
n
d
,
O
R
9
7
2
0
2
ph
o
n
e
:
5
0
3
.
2
2
1
.
1
1
3
1
w
w
w
.
h
h
p
r
.
c
o
m
f
a
x
:
5
0
3
.
2
2
1
.
1
1
7
1
H ar
p
e
r
H ou
f
P et
e
r
s
o
n
R ig
h
e
l
l
i
s
I nc
.
E
N
G
I
N
E
E
R
S
P
L
A
N
N
E
R
S
LA
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
S
S
U
R
V
E
Y
O
R
S
SW
A
N
N
A
N
D
H
I
L
L
C
T
P
A
R
T
I
T
I
O
N
TI
G
A
R
D
,
O
R
BPA-02
JA
V
HH
P
R
T
E
A
M
JA
V
7/
1
/
2
0
2
1
OREGON
E N G I NEERREGISTERED PROFESSIO
N
A
L
J
UL. 2 0 , 1 9 9 3
J
E
F
F A. VA N D E R D A S S O N
16723
RENEWS: 06/30/2022
RECORD DRAWING
THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON
INFORMATION FURNISHED BY OTHERS. HARPER HOUF PETERSON
RIGHELLIS, INC. IS RELYING UPON THE ACCURACY AND
COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES
NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING
OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION
OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
SW
A
N
N
A
N
D
H
I
L
L
C
O
U
R
T
LIMITS OF
GRADING
HORIZ. SCALE: 1" =
VERT. SCALE: 1" =
STORM PROFILE
10'
2'
SW ANNAND HILL COURT PLAN VIEW
SCALE: 1" = 10'
STORM CONSTRUCTION NOTES
STA: 0+21 (STORM PIPE)
INSTALL 34 LF 4" PVC @ S=0.012%
IE @ END = 381.40
W/ TEE CONNECTION @ MAIN
STA:0+48 (STORM PIPE)
INSTALL 34 LF 4" PVC @ S=0.010%
IE @ END = 382.00
W/ TEE CONNECTION @ MAIN
STA:0+83.40 (STORM PIPE)
INSTALL 34 LF 8" PVC @ S=0.010%
IE @ END = 382.40
W/ TEE CONNECTION @ MAIN
REMOVE CLEANOUT
ABANDON EXISTING LINE IN PLACE
BETWEEN CLEANOUT AND NEW
MANHOLE.
1
2
3
4
386.00
379.75
372.55
388.47
382.20
381.97
12"
Jeff Vanderdasson
Digitally signed by Jeff
Vanderdasson
DN: C=US, E=jeffv@hhpr.com,
O=HHPR, CN=Jeff Vanderdasson
Date: 2021.07.01 14:16:17-07'00'
E
E
E
E
E
G
G
G
G
G
G
W
W
W
T
SAN
SAN
SAN
SAN
SAN
SAN
W
SS
SD
SD
SS
W
384
386
387
385
388
38
9
W
W
W
W
385
390
381
382
383
384
386
387
388
389
3
8
6
38
7
38
8
1+00
2+00
B
P
:
1
+
0
0
.
0
0
PT: 1+70.41
PCC: 1+35.32
PCC: 1+55.85
PR MH SS-2
SANITARY MANHOLE
STA: 0+83.40, 0.0' (SANITARY PIPE) =
STA: 2+17.71, 5.8' L (CENTERLINE)
PR MH SS-1
SANITARY MANHOLE
W/ MECHANICAL INSIDE DROP
STA: 0+00.00, 0.0' (SANITARY PIPE) =
STA: 1+35.78, 9.0' L (CENTERLINE)
PER DETAIL 090 SHEET C9.0
8" P
V
C
S
A
N
I
T
A
R
Y
0+00
0+83
1
2
3
4
1
2
3- SETBACK
- LOT LINE
- EASEMENT LINE
- CURB
PROPOSED LEGEND
- EXISTING 5' CONTOUR
- EXISTING 1' CONTOUR
- PROPOSED 5' CONTOUR
- PROPOSED 1' CONTOUR383
380
- CONCRETE
SANITARY PROFILE
368
370
372
374
376
378
380
382
384
386
388
390
392
368
370
372
374
376
378
380
382
384
386
388
390
392
-0+05 0+00 0+50 1+00
EXISTING GROUND @ PIPE
PR MH SS-2
SANITARY MANHOLE
STA: 0+83.40
RIM: 388.50
4" IE IN (N): 381.70
8" IE OUT (W): 381.50
83.4 LF 8" PVC AS
T
M
3
0
3
4
S
A
N
S
=
0
.
0
3
0
0
PR MH SS-1
8" IE IN (E): 379.00
8" IE OUT (W): 371.26
STA: 0+00.00
RIM: 386.00
SANITARY MANHOLE
INSTALL 3 4"-0" C.A.B. BACKFILL PER DETAIL 180 SHEET C6.0
SA
N
I
T
A
R
Y
&
W
A
T
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C6.0
0
SCALE: 1" = '
5 10 20
10
O:
\
0
1
-
P
o
r
t
l
a
n
d
\
B
P
A
(
B
l
u
e
P
a
l
o
u
s
e
P
r
o
p
e
r
t
i
e
s
)
\
B
P
A
-
0
2
(
A
n
n
a
n
d
P
a
r
t
i
t
i
o
n
)
\
B
P
A
-
0
2
-
D
W
G
S
\
A
s
-
b
u
i
l
t
s
\
C
6
.
0
S
a
n
-
W
a
t
\
B
P
A
0
2
-
C
6
_
0
S
A
N
-
W
A
T
.
d
w
g
DR
A
W
N
:
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
DA
T
E
:
R
E
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
.
JOB NO.
SHEET NO.
20
5
S
E
S
p
o
k
a
n
e
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
,
P
o
r
t
l
a
n
d
,
O
R
9
7
2
0
2
ph
o
n
e
:
5
0
3
.
2
2
1
.
1
1
3
1
w
w
w
.
h
h
p
r
.
c
o
m
f
a
x
:
5
0
3
.
2
2
1
.
1
1
7
1
H ar
p
e
r
H ou
f
P et
e
r
s
o
n
R ig
h
e
l
l
i
s
I nc
.
E
N
G
I
N
E
E
R
S
P
L
A
N
N
E
R
S
LA
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
S
S
U
R
V
E
Y
O
R
S
SW
A
N
N
A
N
D
H
I
L
L
C
T
P
A
R
T
I
T
I
O
N
TI
G
A
R
D
,
O
R
BPA-02
JA
V
HH
P
R
T
E
A
M
JA
V
7/
1
/
2
0
2
1
OREGON
E N G I NEERREGISTERED PROFESSIO
N
A
L
J
UL. 2 0 , 1 9 9 3
J
E
F
F A. VAN D E R D A S S O N
16723
RENEWS: 06/30/2022
RECORD DRAWING
THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON
INFORMATION FURNISHED BY OTHERS. HARPER HOUF PETERSON
RIGHELLIS, INC. IS RELYING UPON THE ACCURACY AND
COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES
NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING
OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION
OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
SW
A
N
N
A
N
D
H
I
L
L
C
O
U
R
T
LIMITS OF
GRADING
SW ANNAND HILL COURT PLAN VIEW
SCALE: 1" = 10'
HORIZ. SCALE: 1" =
VERT. SCALE: 1" =
SANITARY PROFILE
10'
2'
SANITARY CONSTRUCTION NOTES
STA:0+21
INSTALL 29 LF 4" PVC LATERAL @ S = 0.012
IE @ END = 379.70
W/ TEE CONNECTION @ MAIN
STA:0+48
INSTALL 29 LF 4" PVC LATERAL @ S = 0.011
IE @ END = 381.10
W/ TEE CONNECTION @ MAIN
STA:0+83.40
INSTALL 29 LF 4" PVC LATERAL @S=0.02
IE @ END = 382.10
W/ TEE CONNECTION @ MAIN
REMOVE CLEANOUT
ABANDON EXISTING LINE IN PLACE BETWEEN CLEANOUT
AND NEW MANHOLE.
1
2
3
4
WATER CONSTRUCTION NOTES
STA:1+71 (CENTERLINE)
INSTALL 1" WATER SERVICE PER
DETAIL 520 SHEET C6.0
STA:2+07 (CENTERLINE)
INSTALL 1" WATER SERVICE PER
DETAIL 520 SHEET C6.0
STA:2+43 (CENTERLINE)
INSTALL 1" WATER SERVICE PER
DETAIL 520 SHEET C6.0
1
2
3
385.91
377.71
370.31
388.23
381.40
381.20
10"
8"
0.0418
Jeff Vanderdasson
Digitally signed by Jeff
Vanderdasson
DN: C=US, E=jeffv@hhpr.com,
O=HHPR, CN=Jeff Vanderdasson
Date: 2021.07.01 14:16:34-07'00'