Lake Oswego - Tigard 24 inch WaterlineLake Oswego - Tigard Water Partnership
FINISHED WATER PIPELINE PROJECT
SCHEDULE No. 6
WORK ORDER NO. 207
JANUARY 2016
RECORD DRAWINGS
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O PABDDEF
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
4
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
G
-
0
1
.
d
w
g
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
BPS SW BONITA ROAD SW 76TH AVEGENESEE & WYOMING RR INTERSTATE 5
CI
T
Y
O
F
TI
G
A
R
D
SW
B
O
N
I
T
A
R
O
A
D
UNION PACIFIC RRSW 74TH AVESW 72ND AVE SEQUOIA PARKWAYBANGY ROADMILTON COURT SW 79TH AVE
TO
P
O
R
T
L
A
N
D
TO
W
I
L
S
O
N
V
I
L
L
E
I
N
T
E
R
S
T
A
T
E
5
IN
T
E
R
S
T
A
T
E
2
0
5
O
S
W
E
G
O
L
A
K
E
W
I
L
L
A
M
E
T
T
E
R
I
V
E
R
(HW
Y
4
3
)
I
R
O
N
M
O
U
N
T
A
I
N
B
L
V
D
CI
T
Y
O
F
L
A
K
E
OS
W
E
G
O
CI
T
Y
O
F
WE
S
T
L
I
N
N
BO
N
I
T
A
R
D
KR
U
S
E
W
A
Y
B
O
O
N
E
S
F
E
R
R
Y
R
D
C
A
R
M
A
N
D
R
S
W
7
2
N
D
A
V
E
S
W
7
6
T
H
A
V
E
S
W
H
A
L
L
B
L
V
D
DU
R
H
A
M
R
D
CI
T
Y
O
F
TI
G
A
R
D
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-G-02 2GENERAL 40AS SHOWN LOCATION, VICINITY AND AREA MAPVICINITY MAP
LO
C
A
T
I
O
N
M
A
P
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
G
-
0
2
.
d
w
g
119101620-6-G-02
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
1"=500'
0
500 1000
0
1"
=
2
0
0
0
'
20
0
0
40
0
0
SCHEDULE 6 FWP
AR
E
A
M
A
P
1"
=
1
0
0
'
0
10
0
20
0
SC
H
6
F
W
P
(F
W
P
3
2
0
S
U
C
T
I
O
N
)
FW
P
4
1
0
(D
I
S
C
H
A
R
G
E
)
(N
I
C
)
FW
P
4
7
0
(D
I
S
C
H
A
R
G
E
)
(N
I
C
)
SW
B
O
N
I
T
A
R
O
A
D
MILTO
N
COUR
T
GENES
E
E
&
W
Y
O
M
I
N
G
R
R
UNION
P
A
C
I
F
I
C
R
R
SW 74TH AV
E
SC
H
E
D
U
L
E
5
(
N
I
C
)
SC
H
E
D
U
L
E
3
(
N
I
C
)
BO
N
I
T
A
PU
M
P
ST
A
T
I
O
N
FW
P
3
2
0
(
S
U
C
T
I
O
N
)
(N
I
C
)
S
W
7
2
N
D
A
V
E
INTERSTATE 5
BE
G
I
N
SC
H
6
F
W
P
(F
W
P
3
2
0
S
U
C
T
I
O
N
)
(E) BONITA PS DEMO AND BYPASS INTERSTATE 5 BORINGEND SCH 6 FWP (FWP 320 SUCTION)
RE
C
O
R
D
D
R
A
W
I
N
G
S
SW
L
A
N
D
M
A
R
K
L
N
SW
B
O
N
I
T
A
R
D
SW
T
E
C
H
C
E
N
T
E
R
D
R
I
N
T
E
R
S
T
A
T
E
5
(
I
-
5
)
SW
C
A
D
I
N
A
L
L
N
S
W
7
2
N
D
A
V
E
UNI
O
N
P
A
C
I
F
I
C
R
R
SW
B
O
N
I
T
A
R
D
GEN
E
S
E
E
&
W
Y
O
M
I
N
G
R
R
SW
S
A
N
D
B
U
R
G
S
T
PS
S
W
7
6
T
H
A
V
E
SW 74TH AVE
S
W
S
E
Q
U
O
I
A
P
K
W
Y
ME
A
D
O
W
S
R
D
KR
U
S
E
W
A
Y
BU
R
M
A
R
D
SW
S
H
A
K
E
S
P
E
A
R
E
S
T
B
A
N
G
Y
R
D
6-
C
-
0
1
6-
C
-
0
2
6-
C
-
0
3
6-
C
-
0
4
SW
M
I
L
T
O
N
C
T
6-
C
-
0
5
6-
C
-
0
6
6-
C
-
0
7
6
-
C
-
0
8
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-G-03 3GENERAL 40AS SHOWN FINISHED WATER PIPELINE DRAWING INDEX AND DRAWING LISTDRAWING INDEX DWG No.SHT No.DRAWING TITLE GENERAL 6-G-01 1 TITLE SHEET 6-G-02 2 LOCATION, VICINITY AND AREA MAP 6-G-03 3 FINISHED WATER PIPELINE DRAWING INDEX AND DRAWING LIST 6-G-04 4 LEGEND AND SYMBOLS 6-G-05 5 ABBREVIATIONS, GENERAL NOTES AND CWS EROSION CONTROL NOTES 6-G-06 6 UTILITY POTHOLE DATA, UTILITY CONTACT LIST AND ALIGNMENT TABLE CIVIL 6-C-01 7 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 4+91.12 TO 10+00.00 (PZ-320) BONITA ROAD 6-C-02 8 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 10+00.00 TO 15+10.00 (PZ-320) BONITA ROAD 6-C-03 9 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 15+10.00 TO 20+20.00 (PZ-320) BONITA ROAD 6-C-04 10 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 20+20.00 TO 25+30.00 (PZ-320) BONITA ROAD 6-C-05 11 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 25+30.00 TO 30+40.00 (PZ-320) BONITA ROAD 6-C-06 12 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 30+40.00 TO 32+41.50 (PZ-320) BONITA ROAD 6-C-07 13 FINISHED WATER PLAN AND PROFILE AND FINAL GRADING PLAN STA 1+00.00 TO 2+77.17 BONITA PUMP STATION 6-C-08 14 $FINISHED WATER PLAN AND PROFILE STA 1+00.00 TO 5+01.29 INTERSTATE 5 TO BANGY ROAD 6-C-09 15 PIPELINE DETAILS 6-C-10 16 CITY OF TIGARD STANDARD DETAILS - WATER 6-C-11 17 CITY OF TIGARD STANDARD DETAILS - STREET AND CAV ENLARGEMENT PLANS 6-C-12 18 TRENCH SECTIONS 6-C-13 19 GRIND AND OVERLAY PLANS STA 4+91.12 TO STA15+10.00 6-C-14 20 GRIND AND OVERLAY PLANS STA 15+10.00 TO STA 25+00 CATHODIC PROTECTION 6-CP-01 21 CATHODIC PROTECTION DETAILS TRAFFIC CONTROL 6-T-01 22 TRAFFIC CONTROL FINISHED WATER PIPELINE DRAWING INDEX 6-T-02 23 TRAFFIC CONTROL SW BONITA RD - SW MILTON CT TO SW 74TH AVE 6-T-03 24 TRAFFIC CONTROL SW BONITA RD - SW MILTON CT TO SW 74TH AVE 6-T-04 25 TRAFFIC CONTROL SW BONITA RD / SW 74TH AVE / RAILROAD TRACKS 6-T-05 26 TRAFFIC CONTROL SW BONITA RD / SW 74TH AVE / RAILROAD TRACKS 6-T-06 27 TRAFFIC CONTROL SW BONITA RD BETWEEN SW 74TH AVE AND SW 72ND AVE 6-T-07 28 TRAFFIC CONTROL SW BONITA RD BETWEEN SW 74TH AVE AND SW 72ND AVE 6-T-08 29 TRAFFIC CONTROL SW BONITA RD BETWEEN SW 74TH AVE AND SW 72ND AVE 6-T-09 30 TRAFFIC CONTROL SW BONITA RD BETWEEN SW 72ND AVE TO SEQUOIA PKWY 6-T-10 31 TRAFFIC CONTROL SW BONITA RD BETWEEN SW 72ND AVE TO SEQUOIA PKWY 6-T-11 32 TRAFFIC CONTROL SW BONITA RD BETWEEN SW 72ND AVE TO SEQUOIA PKWY 6-T-12 33 TRAFFIC CONTROL SW BONITA RD / SEQUOIA PKWY 6-T-13 34 TRAFFIC CONTROL SW BONITA RD / SEQUOIA PKWY 6-T-14 35 TRAFFIC CONTROL SW BONITA RD / SEQUOIA PKWY EROSION CONTROL 6-EC-01 36 EROSION AND SEDIMENT CONTROL PLANS COVER SHEET AND GENERAL NOTES 6-EC-02 37 PRE-CONSTRUCTION EROSION CONTROL PLAN 1 6-EC-03 38 PRE-CONSTRUCTION EROSION CONTROL PLAN 2 6-EC-04 39 PRE-CONSTRUCTION EROSION CONTROL PLAN 3 6-EC-05 40 CWS STANDARD EROSION CONTROL DETAILS
PL
A
N
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
G
-
0
3
.
d
w
g
119101620-6-G-03
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
0
1"
=
2
0
0
'
10
0
20
0
30
0
RE
C
O
R
D
D
R
A
W
I
N
G
S
@
CUT SLOPEEXISTING GRADE CONTOUR NEW PIPELINE (CIVIL SHEETS) SMALLER THAN 24" DIA NEW PIPELINE (CIVIL SHEETS) 24" DIA AND LARGER NEW BUTTERFLY VALVENEW COMBINATION AIR VALVE (CAV)
BE
N
C
H
M
A
R
K
RO
U
N
D
O
R
D
I
A
M
E
T
E
R
SQ
U
A
R
E
AT AN
G
L
E
CE
N
T
E
R
L
I
N
E
CENTERLINE NEW STRUCTURE OR FACILITY EXISTING STRUCTURE OR FACILITY FUTURE STRUCTURE OR FACILITY NEW FENCE (CHAIN LINK)TEMPORARY FENCE EXISTING FENCE
CI
V
I
L
S
Y
M
B
O
L
S
FINISHED ELEVATION EXISTING ELEVATION NEW AC PAVING EXISTING AC PAVING FLOW DIRECTION DITCH CENTERLINE WITH FLOW DIRECTION
BO
R
I
N
G
L
O
C
A
T
I
O
N
FINISH CONTOUR NEW ACCESS MANWAY NEW DRAIN
PO
T
H
O
L
E
L
O
C
A
T
I
O
N
NEW PLUG VALVE
B-
3
PB
NE
W
P
U
L
L
B
O
X
NEW STORM DRAIN MANHOLE
NE
W
C
A
T
H
O
D
I
C
T
E
S
T
S
T
A
T
I
O
N
S
NE
W
D
E
E
P
A
N
O
D
E
W
E
L
L
GR
O
U
N
D
W
A
T
E
R
E
L
E
V
A
T
I
O
N
DR
A
W
I
N
G
O
N
W
H
I
C
H
SE
C
T
I
O
N
A
P
P
E
A
R
S
SE
C
T
I
O
N
I
D
E
N
T
I
F
I
C
A
T
I
O
N
SURVEYED TREE (DECIDUOUS)
SE
C
T
I
O
N
L
E
T
T
E
R
(1
)
S
E
C
T
I
O
N
C
U
T
O
N
D
R
A
W
I
N
G
6
-
C
-
0
1
:
(2
)
O
N
D
R
A
W
I
N
G
6
-
C
-
0
2
T
H
I
S
S
E
C
T
I
O
N
I
S
I
D
E
N
T
I
F
I
E
D
A
S
:
FILL SLOPE
UT
I
L
I
T
Y
P
O
L
E
DE
T
A
I
L
I
D
E
N
T
I
F
I
C
A
T
I
O
N
SC
A
L
E
:
SE
C
T
I
O
N
SE
C
T
I
O
N
L
E
T
T
E
R
(1
)
D
E
T
A
I
L
C
A
L
L
O
U
T
O
N
D
R
A
W
I
N
G
6
-
C
-
0
1
:
DE
T
A
I
L
N
U
M
B
E
R
SC
A
L
E
:
DE
T
A
I
L
(2
)
O
N
D
R
A
W
I
N
G
6
-
C
-
2
2
T
H
I
S
D
E
T
A
I
L
I
S
I
D
E
N
T
I
F
I
E
D
A
S
:
DE
T
A
I
L
N
U
M
B
E
R
DR
A
W
I
N
G
O
N
W
H
I
C
H
DE
T
A
I
L
I
S
S
H
O
W
N
DR
A
W
I
N
G
O
N
W
H
I
C
H
DE
T
A
I
L
I
S
S
H
O
W
N
DR
A
W
I
N
G
F
R
O
M
W
H
I
C
H
SE
C
T
I
O
N
W
A
S
T
A
K
E
N
DE
T
A
I
L
S
C
A
L
E
SE
C
T
I
O
N
S
C
A
L
E
NEW GATE VALVE
1
6-
C
-
2
2
3/
8
"
=
1
'
-
0
"
1
6-
C
-
2
2
1/
4
"
=
1
'
-
0
"
A
6-
C
-
0
1
A
6-
C
-
0
2
A
SURVEYED TREE (EVERGREEN)
NE
W
F
I
R
E
H
Y
D
R
A
N
T
EX
I
S
T
I
N
G
W
E
T
L
A
N
D
S
EX
I
S
T
I
N
G
S
E
N
S
I
T
I
V
E
A
R
E
A
EX
I
S
T
I
N
G
B
R
I
C
K
S
U
R
F
A
C
E
EX
I
S
T
I
N
G
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
EX
I
S
T
I
N
G
G
R
A
V
E
L
S
U
R
F
A
C
E
EX
I
S
T
I
N
G
A
S
P
H
A
L
T
S
U
R
F
A
C
E
PE
R
M
A
N
E
N
T
E
A
S
E
M
E
N
T
OT
H
E
R
P
E
R
M
A
N
E
N
T
E
A
S
E
M
E
N
T
S
TE
M
P
O
R
A
Y
CO
N
S
T
R
U
C
T
I
O
N
E
A
S
E
M
E
N
T
LI
M
I
T
O
F
G
R
A
D
I
N
G
O
R
EX
I
S
T
I
N
G
G
R
A
D
E
L
I
N
E
EX
I
S
T
I
N
G
C
A
B
L
E
T
E
L
E
V
I
S
I
O
N
EX
I
S
T
I
N
G
C
O
M
M
U
N
I
C
A
T
I
O
N
EX
I
S
T
I
N
G
W
A
T
E
R
<
3
6
"
EX
I
S
T
I
N
G
E
L
E
C
T
R
I
C
A
L
EX
I
S
T
I
N
G
O
V
E
R
H
E
A
D
E
L
E
C
T
R
I
C
A
L
EX
I
S
T
I
N
G
F
I
B
E
R
O
P
T
I
C
EX
I
S
T
I
N
G
F
I
R
E
P
R
O
T
E
C
T
I
O
N
EX
I
S
T
I
N
G
G
A
S
EX
I
S
T
I
N
G
S
T
O
R
M
D
R
A
I
N
<
3
6
"
EX
I
S
T
I
N
G
S
A
N
I
T
A
R
Y
S
E
W
E
R
<
3
6
"
EX
I
S
T
I
N
G
T
E
L
E
P
H
O
N
E
EX
I
S
T
I
N
G
C
O
M
B
I
N
E
D
S
E
W
E
R
EX
I
S
T
I
N
G
R
A
I
L
R
O
A
D
T
R
A
C
K
S
EX
I
S
T
I
N
G
T
E
L
E
V
I
S
I
O
N
EX
I
S
T
I
N
G
U
T
I
L
I
T
Y
EX
I
S
T
I
N
G
F
I
R
E
S
E
R
V
I
C
E
PR
O
P
E
R
T
Y
L
I
N
E
O
R
R
I
G
H
T
-
O
F
-
W
A
Y
EX
I
S
T
I
N
G
U
T
I
L
I
T
Y
P
I
P
E
3
6
"
EX
I
S
T
I
N
G
F
O
R
C
E
M
A
I
N
AB
A
N
D
O
N
E
D
W
A
T
E
R
DE
M
O
L
I
T
I
O
N
S
Y
M
B
O
L
EX
I
S
T
I
N
G
C
U
R
B
ST
R
E
E
T
L
I
G
H
T
I
N
G
NE
W
C
U
R
B
EX
I
S
T
I
N
G
W
E
T
L
A
N
D
D
I
T
C
H
F
L
O
W
L
I
N
E
NE
W
C
A
T
C
H
B
A
S
I
N
EX
I
S
T
I
N
G
V
A
L
V
E
WORK AREA
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-G-04 4GENERAL 40AS SHOWN LEGEND AND SYMBOLS
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
G
-
0
4
.
d
w
g
119101620-6-G-04
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
RE
C
O
R
D
D
R
A
W
I
N
G
S
AB
B
R
E
V
I
A
T
I
O
N
S
DI
M
E
N
S
I
O
N
(
-
S
)
DI
M
.
EL
E
C
T
R
I
C
(
-
A
L
)
EP
O
X
Y
L
I
N
E
D
&
C
O
A
T
E
D
EN
E
R
G
Y
G
R
A
D
E
L
I
N
E
EA
C
H
F
A
C
E
;
E
X
H
A
U
S
T
F
A
N
EN
D
O
F
H
O
R
I
Z
O
N
T
A
L
C
U
R
V
E
DU
C
T
I
L
E
I
R
O
N
P
I
P
E
CFCE
M
CCCB
&CBT
W
N
BR
G
BL
K
B.
M
.
BMBL
D
G
BI
T
U
M
CU
B
I
C
F
E
E
T
CE
N
T
E
R
T
O
C
E
N
T
E
R
CA
T
C
H
B
A
S
I
N
CE
M
E
N
T
EL
B
,
E
L
L
EL
,
E
L
E
V
.
EM
E
R
G
EL
E
C
EL
&
C
EM
E
R
G
E
N
C
Y
EL
B
O
W
EL
E
V
A
T
I
O
N
DE
G
R
E
E
S
C
E
L
S
I
U
S
(
C
E
N
T
I
G
R
A
D
E
)
CO
N
D
U
I
T
BE
T
W
E
E
N
BE
A
R
I
N
G
BL
O
C
K
(
-
S
)
BE
N
C
H
M
A
R
K
BE
A
M
,
B
E
N
C
H
M
A
R
K
BI
T
U
M
I
N
O
U
S
BU
I
L
D
I
N
G
EG
L
EFEAEC
C
ECDW
G
(
S
)
E
EC
C
E
N
T
R
I
C
EA
C
H
EL
E
C
T
R
I
C
,
E
A
S
T
DR
A
W
I
N
G
(
-
S
)
D.
I
.
P
.
,
D
I
P
DN
DO
W
N
HRHP
T
,
H
.
P
.
HO
R
I
Z
HG
T
,
H
T
HI
G
H
P
O
I
N
T
HO
R
I
Z
O
N
T
A
L
HO
U
R
HE
I
G
H
T
HD
P
E
HBGVGSGRGN
D
GL
V
GE
N
L
GE
N
GD
L
H
HI
G
H
D
E
N
S
I
T
Y
P
O
L
Y
E
T
H
Y
L
E
N
E
HO
S
E
B
I
B
B
GA
T
E
V
A
L
V
E
GA
L
V
A
N
I
Z
E
D
S
T
E
E
L
HI
G
H
GR
A
D
E
,
G
R
O
U
N
D
,
G
R
A
M
GL
O
B
E
V
A
L
V
E
GE
N
E
R
A
L
GE
N
E
R
A
T
O
R
GR
O
U
N
D
L
E
V
E
L
GR
O
U
N
D
MO
D
I
F
I
C
A
T
I
O
N
(
-
S
)
MO
D
I
F
MA
N
U
F
A
C
T
U
R
E
R
MI
L
E
S
P
E
R
H
O
U
R
MO
N
U
M
E
N
T
MT
G
MP
H
MO
N
ME
C
H
A
N
I
C
A
L
J
O
I
N
T
MI
S
C
E
L
L
A
N
E
O
U
S
MI
N
I
M
U
M
;
M
I
N
U
T
E
MA
N
H
O
L
E
MA
N
U
F
A
C
T
U
R
E
R
ME
C
H
A
N
I
C
A
L
MA
X
I
M
U
M
MJMI
S
C
MI
N
MHMF
R
ME
C
H
MA
X
ON
E
H
U
N
D
R
E
D
P
O
U
N
D
S
CA
T
H
O
D
I
C
T
E
S
T
S
T
A
T
I
O
N
CO
N
T
I
N
U
(
-
E
D
,
-
O
U
S
,
-
A
T
I
O
N
)
CO
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
CO
N
S
T
R
U
C
T
(
-
I
O
N
)
CO
N
N
E
C
T
(
-
S
,
-
I
O
N
)
CO
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
(
-
S
)
CO
R
R
U
G
A
T
E
D
M
E
T
A
L
P
I
P
E
CE
M
E
N
T
M
O
R
T
A
R
L
I
N
E
D
&
C
O
A
T
E
D
CE
M
E
N
T
M
O
R
T
A
R
L
I
N
E
D
CE
M
E
N
T
M
O
R
T
A
R
C
O
A
T
E
D
CL
E
A
R
(
-
A
N
C
E
)
CA
S
T
I
R
O
N
S
O
I
L
P
I
P
E
CI
R
C
U
M
F
E
R
E
N
C
E
CI
R
C
U
L
A
(
-
R
,
-
T
I
O
N
)
CA
S
T
I
R
O
N
P
I
P
E
A.
C
.
AS
B
E
S
T
O
S
C
E
M
E
N
T
BH
P
BF
V
BF
P
BF
,
B
.
F
.
BCAV
E
AS
T
M
AW
W
A
AT
M
AS
P
H
AP
P
R
O
X
AN
S
I
AL
T
AG
G
A/
C
BR
A
K
E
H
O
R
S
E
P
O
W
E
R
BA
C
K
F
L
O
W
P
R
E
V
E
N
T
E
R
BE
G
I
N
N
I
N
G
O
F
H
O
R
I
Z
O
N
T
A
L
C
U
R
V
E
BU
T
T
E
R
F
L
Y
V
A
L
V
E
BL
I
N
D
F
L
A
N
G
E
AV
E
N
U
E
AM
E
R
I
C
A
N
W
A
T
E
R
W
O
R
K
S
A
S
S
O
C
I
A
T
I
O
N
AT
M
O
S
P
H
E
R
E
(
1
4
.
7
L
B
/
I
N
S
Q
)
AM
E
R
I
C
A
N
S
O
C
I
E
T
Y
F
O
R
T
E
S
T
I
N
G
AN
D
M
A
T
E
R
I
A
L
S
AS
P
H
A
L
T
DR
A
I
N
D,
D
R
DE
T
,
D
T
L
DE
M
O
,
(
D
)
DI
A
DI
A
G
DIDE
G
DB
L
DI
A
G
O
N
A
L
(
-
S
)
DI
A
M
E
T
E
R
DU
C
T
I
L
E
I
R
O
N
DE
T
A
I
L
(
-
S
)
DE
M
O
L
I
S
H
DE
G
R
E
E
(
-
S
)
DO
U
B
L
E
CT
S
CW
T
CYCVCT
R
CU
B
I
C
Y
A
R
D
CH
E
C
K
V
A
L
V
E
CE
N
T
E
R
AM
E
R
I
C
A
N
N
A
T
I
O
N
A
L
S
T
A
N
D
A
R
D
I
N
S
T
I
T
U
T
E
AP
P
R
O
X
I
M
A
T
(
-
E
,
-
L
Y
)
AL
T
E
R
N
A
T
(
-
E
,
-
I
V
E
)
AG
G
R
E
G
A
T
E
AS
P
H
A
L
T
C
O
N
C
R
E
T
E
CO
N
C
CO
N
C
R
E
T
E
CO
U
P
.
,
C
P
L
G
CO
N
S
T
J
T
,
C
J
CO
R
CO
R
R
CO
O
R
D
CO
N
T
R
CO
N
T
CO
N
S
T
CO
N
N
CO
U
P
L
I
N
G
CO
R
R
U
G
A
T
E
D
CO
R
N
E
R
CO
O
R
D
I
N
A
T
E
CO
N
T
R
A
C
T
O
R
COCM
U
CM
P
CL
E
A
N
O
U
T
& ACAB
A
N
AB
#A%
< > "='
AN
D
AN
C
H
O
R
B
O
L
T
(
-
S
)
AB
A
N
D
O
N
(
-
E
D
)
AC
R
E
,
A
S
P
H
A
L
T
I
C
C
O
N
C
R
E
T
E
LE
S
S
T
H
A
N
PE
R
C
E
N
T
AR
E
A
NU
M
B
E
R
GR
E
A
T
E
R
T
H
A
N
FO
O
T
IN
C
H
EQ
U
A
L
S
DE
G
R
E
E
DE
F
L
E
C
T
I
O
N
AP
P
R
O
X
I
M
A
T
E
L
Y
CM
L
&
C
CM
L
CM
C
CL
R
CI
S
P
CI
R
C
U
M
CI
R
C
CI
P
CH
K
R
CICH
A
N
CA
S
T
I
R
O
N
CH
E
C
K
E
R
E
D
CH
A
N
N
E
L
IN
V
E
R
T
IN
V
GA
L
V
GA
L
GA
FW
D
FT
G
FT
2
FT
3
FD
N
FL
R
FI
N
.
G
D
FI
N
.
CU
B
I
C
F
E
E
T
GA
L
V
A
N
I
Z
E
(
-
D
)
GA
L
L
O
N
(
-
S
)
FO
R
W
A
R
D
SQ
U
A
R
E
F
E
E
T
GA
U
G
E
FO
O
T
I
N
G
FO
U
N
D
A
T
I
O
N
FI
N
I
S
H
G
R
A
D
E
FI
N
I
S
H
(
-
E
D
)
FL
O
O
R
FI
G
.
FR
C
FMFLFHFGFFFEFC
A
FC
FL
E
X
I
B
L
E
R
U
B
B
E
R
C
O
U
P
L
I
N
G
FL
O
W
M
E
T
E
R
,
F
O
R
C
E
M
A
I
N
FL
O
W
L
I
N
E
FI
R
E
H
Y
D
R
A
N
T
,
F
L
A
T
H
E
A
D
FI
G
U
R
E
FL
A
P
G
A
T
E
FA
R
F
A
C
E
,
F
I
N
I
S
H
F
L
O
O
R
FI
R
E
E
X
T
I
N
G
U
I
S
H
E
R
FL
A
N
G
E
D
C
O
U
P
L
I
N
G
A
D
A
P
T
E
R
FL
E
X
I
B
L
E
C
O
U
P
L
I
N
G
MO
D
I
F
(
-
Y
,
-
I
E
D
)
LO
W
W
A
T
E
R
L
E
V
E
L
LE
F
T
LO
W
P
O
I
N
T
LO
N
G
I
T
U
D
I
N
A
L
LO
C
A
T
I
O
N
LE
F
T
H
A
N
D
LO
N
G
LI
N
E
A
R
F
E
E
T
LO
C
LW
L
(M
)
LTLPLO
N
G
.
LHLFLG
PO
U
N
D
(
-
S
)
LA
T
E
R
A
L
LE
N
G
T
H
;
L
I
T
E
R
ON
E
T
H
O
U
S
A
N
D
P
O
U
N
D
S
JO
I
N
T
JU
N
C
T
I
O
N
B
O
X
IN
T
E
R
N
A
T
I
O
N
A
L
P
I
P
E
S
T
A
N
D
A
R
D
LBLA
T
LKI
P
JTJB
,
J
-
B
O
X
IP
S
EN
C
L
O
S
U
R
E
EN
C
L
FTEWEV
C
EX
T
EX
P
J
T
EX
P
EX
I
S
T
.
,
(
E
)
EX
C
ES
T
EQ
U
I
P
EQ
U
A
L
.
,
E
Q
.
EQEPEN
G
R
)
FE
E
T
,
F
O
O
T
DE
G
R
E
E
F
A
H
R
E
N
H
E
I
T
EA
C
H
W
A
Y
EN
D
O
F
V
E
R
T
I
C
A
L
C
U
R
V
E
EX
T
E
R
I
O
R
,
E
X
T
E
N
S
I
O
N
EX
P
A
N
S
I
O
N
J
O
I
N
T
EX
P
A
N
S
I
O
N
EX
I
S
T
I
N
G
EX
C
A
V
A
T
E
ES
T
I
M
A
T
E
(
-
D
)
EQ
U
I
P
M
E
N
T
EQ
U
A
L
I
Z
A
T
I
O
N
EQ
U
A
L
(
-
L
Y
)
ED
G
E
O
F
P
A
V
E
M
E
N
T
EN
G
I
N
E
E
R
IN
S
U
L
A
T
(
-
E
,
-
I
O
N
)
IN
S
T
R
U
M
E
N
T
SQ
U
A
R
E
I
N
C
H
E
S
CU
B
I
C
I
N
C
H
E
S
IN
C
H
(
-
E
S
)
IN
S
I
D
E
F
A
C
E
IN
V
E
R
T
E
L
E
V
A
T
I
O
N
IN
S
I
D
E
D
I
A
M
E
T
E
R
HI
G
H
W
A
Y
IN
S
U
L
IN
S
T
R
IN
I.
F
.
IN
2
IN
3
IEIDHW
Y
SS
SA
N
I
T
A
R
Y
S
E
W
E
R
PO
W
E
R
P
O
L
E
PP
TB
M
TA
N
.
SY
M
S/
W
SU
R
F
.
SU
P
P
SU
B
M
ST
R
U
C
T
ST
A
SS
3
1
6
SS
3
0
4
PO
L
Y
V
I
N
Y
L
C
H
L
O
R
I
D
E
PO
I
N
T
O
F
V
E
R
T
I
C
A
L
C
U
R
V
E
PV
C
P.
V
.
C
.
PVPTP.
S
T
A
.
PL
U
G
V
A
L
V
E
PU
M
P
S
T
A
T
I
O
N
PO
I
N
T
TBTT/
PO
U
N
D
S
P
E
R
S
Q
U
A
R
E
I
N
C
H
PO
U
N
D
S
P
E
R
S
Q
U
A
R
E
F
E
E
T
PR
E
S
S
U
R
E
R
E
D
U
C
I
N
G
V
A
L
V
E
PR
E
S
S
U
R
E
R
E
L
I
E
F
V
A
L
V
E
PS
I
P.
S
L
.
PS
F
PS
PI
P
E
S
L
E
E
V
E
PU
M
P
S
T
A
T
I
O
N
,
P
I
P
E
S
U
P
P
O
R
T
PR
O
P
.
PR
V
PR
F
V
PR
E
S
S
.
PR
PR
O
P
E
R
T
Y
PR
E
S
S
U
R
E
PA
I
R
SWST
L
ST ST
D
TE
M
P
O
R
A
R
Y
B
E
N
C
H
M
A
R
K
TH
R
U
S
T
B
L
O
C
K
TA
N
G
E
N
T
(
-
I
A
L
)
TI
M
E
R
,
T
I
M
E
,
T
H
E
R
M
O
S
T
A
T
SY
M
M
E
T
R
I
C
A
L
TO
P
O
F
ST
R
U
C
T
U
R
(
-
E
,
-
A
L
)
SO
U
T
H
W
E
S
T
;
S
W
I
T
C
H
SU
P
P
O
R
T
(
-
S
)
SU
B
M
I
S
S
I
O
N
(
S
U
B
M
I
T
)
SU
R
F
A
C
E
SI
D
E
W
A
L
K
ST
A
I
N
L
E
S
S
S
T
E
E
L
T
Y
P
E
3
1
6
ST
A
I
N
L
E
S
S
S
T
E
E
L
T
Y
P
E
3
0
4
ST
E
E
L
ST
R
E
E
T
ST
A
N
D
A
R
D
ST
A
T
I
O
N
SQ
U
A
R
E
Y
A
R
D
CU
B
I
C
Y
A
R
D
WA
T
E
R
WE
I
G
H
T
WE
L
D
E
D
S
T
E
E
L
,
W
A
T
E
R
S
U
R
F
A
C
E
WI
T
H
O
U
T
WA
T
E
R
M
E
T
E
R
WI
D
T
H
;
W
I
D
E
;
W
E
S
T
VE
R
T
I
C
A
L
P
O
I
N
T
O
F
I
N
T
E
R
S
E
C
T
I
O
N
VE
R
T
I
C
A
L
VI
T
R
I
F
I
E
D
C
L
A
Y
P
I
P
E
VE
R
T
I
C
A
L
C
U
R
V
E
VA
R
I
A
B
L
E
UP
P
E
R
UN
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
UN
D
E
R
G
R
O
U
N
D
TE
L
E
P
H
O
N
E
P
O
L
E
TY
P
I
C
A
L
TO
P
O
F
W
A
L
L
TO
P
O
F
S
T
E
E
L
;
T
O
P
O
F
S
L
A
B
TO
P
O
G
R
A
P
H
Y
TO
P
O
F
P
A
V
E
M
E
N
T
TO
P
O
F
C
O
N
C
R
E
T
E
TE
R
M
I
N
A
L
;
T
E
R
M
I
N
A
T
I
O
N
TE
M
P
E
R
A
T
U
R
E
,
T
E
M
P
O
R
A
R
Y
TO
P
O
F
C
U
R
B
TO
P
&
B
O
T
T
O
M
SQ
I
N
SQ
F
T
,
S
F
SP
E
C
SP
C
S
SP
C
N
G
SP
C
D
SP
C
SH
T
,
S
H
SE
C
T
SE
C
SC
H
E
D
,
S
C
H
RN
D
R/
W
RE
V
PO
I
N
T
O
F
T
A
N
G
E
N
C
Y
PO
I
N
T
O
F
H
O
R
I
Z
O
N
T
A
L
I
N
T
E
R
S
E
C
T
I
O
N
P.
O
.
T
PL
,
P
P/
L
PR
O
P
E
R
T
Y
L
I
N
E
PL
A
T
E
P.
I
.
PFPO
L
Y
PE
PR
O
F
I
L
E
PO
L
Y
E
T
H
Y
L
E
N
E
PL
A
I
N
E
N
D
,
P
E
R
M
A
N
E
N
T
E
A
S
E
M
E
N
T
SQSISI
M
SI
G
PO
U
N
D
S
P
E
R
C
U
B
I
C
F
E
E
T
PO
I
N
T
O
F
C
O
M
P
O
U
N
D
C
U
R
V
E
PO
I
N
T
O
F
H
O
R
I
Z
O
N
T
A
L
C
U
R
V
E
OU
T
S
I
D
E
S
C
R
E
W
&
Y
O
K
E
OU
T
S
I
D
E
D
I
A
M
E
T
E
R
P PC
F
PC
C
PC
OS
&
Y
OR
I
G
OP
P
OZ
PI
P
E
OR
I
G
I
N
A
L
OP
P
O
S
I
T
E
OU
N
C
E
(
-
S
)
OP
N
G
OHOF
.
,
O
F
ODOC
OP
E
N
I
N
G
OV
E
R
H
E
A
D
P
O
W
E
R
OV
E
R
F
L
O
W
ON
C
E
N
T
E
R
SD SES RRRTRT
E
RH VP
I
SE
C
T
I
O
N
(
-
S
)
SQ
U
A
R
E
I
N
C
H
E
S
SQ
U
A
R
E
F
E
E
T
SP
E
C
I
F
I
C
A
T
I
O
N
S
SQ
U
A
R
E
SP
A
C
E
D
SP
A
C
E
S
SP
A
C
I
N
G
SP
A
C
E
SI
D
E
W
A
L
K
I
N
L
E
T
SI
M
I
L
A
R
SI
G
N
A
L
SH
E
E
T
YD
2
YD
3
WT
R
WTWSW/
O
WM
,
W
.
M
.
W/
W
WI
T
H
SE
C
O
N
D
(
-
S
,
-
A
R
T
Y
)
SO
U
T
H
E
A
S
T
ST
O
R
M
D
R
A
I
N
SE
W
E
R
,
S
O
U
T
H
,
S
L
O
P
E
SC
H
E
D
U
L
E
RO
U
N
D
RI
G
H
T
-
O
F
-
W
A
Y
RI
G
H
T
H
A
N
D
RA
I
L
R
O
A
D
RI
G
H
T
RO
U
T
E
RE
V
I
S
I
O
N
VE
R
T
VC
P
VCVA
R
VUP
R
UG
E
UG
VO
L
T
TPRE
Q
T
RE
Q
D
RE
I
N
F
RC
P
R,
R
A
D
PW
R
PV
M
T
PV
T
PV
I
NO
R
T
H
N
NO
T
I
N
C
O
N
T
R
A
C
T
NA
T
I
O
N
A
L
G
E
O
D
E
T
I
C
V
E
R
T
I
C
A
L
D
A
T
U
M
NO
R
M
A
L
L
Y
C
L
O
S
E
D
NT
S
OANWNO
R
M
NO
.
NO
T
T
O
S
C
A
L
E
OV
E
R
A
L
L
NO
R
T
H
W
E
S
T
NO
R
M
A
L
NU
M
B
E
R
NI
C
,
N
.
I
.
C
.
NG
V
D
NEN.
C
.
,
N
C
N/
A
(N
)
NO
R
T
H
E
A
S
T
NO
T
A
P
P
L
I
C
A
B
L
E
NE
W
RD RE
F
RCR T
&
B
PO
I
N
T
O
F
V
E
R
T
I
C
A
L
I
N
T
E
R
S
E
C
T
I
O
N
RE
I
N
F
O
R
C
(
-
E
,
-
E
D
,
-
I
N
G
,
-
M
E
N
T
)
RO
A
D
RE
Q
U
I
R
E
M
E
N
T
RE
F
E
R
E
N
C
E
RE
Q
U
I
R
E
D
RE
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
P
I
P
E
RE
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
PA
V
E
M
E
N
T
PO
I
N
T
O
F
V
E
R
T
I
C
A
L
T
A
N
G
E
N
C
Y
RA
D
I
U
S
RI
S
E
R
PO
W
E
R
TY
P
T.
O
.
W
.
TO
S
TO
P
O
T.
O
.
P
.
TO
C
TE
R
M
.
TE
M
P
TC
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
TE
M
P
O
R
A
R
Y
B
E
N
C
H
M
A
R
K
SA
N
I
T
A
R
Y
S
E
W
E
R
M
A
N
H
O
L
E
OP
E
R
A
T
O
R
OP
E
R
CO
R
R
U
G
A
T
E
D
P
L
A
S
T
I
C
P
I
P
E
PI
P
E
C
L
A
S
S
CO
P
P
E
R
CUCP
P
CL
CO
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
CJ
BL
O
W
O
F
F
BO
LO
W
W
A
T
E
R
LW
HE
I
G
H
T
HT
G
GA
S
P.
O
.
C
.
PE
R
I
M
PO
I
N
T
O
F
C
O
N
N
E
C
T
I
O
N
PE
R
I
M
E
T
E
R
FL
A
T
O
N
T
O
P
FL
A
T
O
N
B
O
T
T
O
M
FL
A
N
G
E
(
-
D
)
FL
E
X
I
B
L
E
FA
B
R
I
C
A
T
E
(
-
D
)
FL
E
X
FT
FE
E
T
FO
B
FO
T
FL
G
,
F
L
FA
B
FO
R
E
X
A
M
P
L
E
e.
g
.
ST
O
R
M
D
R
A
I
N
TO
P
O
F
S
T
E
E
L
TO
S
UN
O
TE
L
E
P
H
O
N
E
TB
M
TE
L
ST
O
R
M
,
S
D
SS
M
H
EA
C
H
W
A
Y
E
A
C
H
F
A
C
E
EW
/
E
F
CA
V
CO
M
B
I
N
A
T
I
O
N
A
I
R
V
A
L
V
E
NO
T
E
:
TH
I
S
I
S
A
G
E
N
E
R
A
L
I
Z
E
D
A
B
B
R
E
V
I
A
T
I
O
N
S
H
E
E
T
.
T
H
I
S
CO
N
T
R
A
C
T
M
A
Y
N
O
T
U
S
E
A
L
L
I
N
F
O
R
M
A
T
I
O
N
S
H
O
W
N
.
HG
L
HY
D
R
A
U
L
I
C
G
R
A
D
E
L
I
N
E
(R
I
S
I
N
G
S
T
E
M
-
V
A
L
V
E
)
HD
D
HO
R
I
Z
O
N
T
A
L
D
I
R
E
C
T
I
O
N
A
L
D
R
I
L
L
I
N
G
OH
W
M
OR
D
I
N
A
R
Y
H
I
G
H
W
A
T
E
R
M
A
R
K
TE
M
P
O
R
A
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
E
A
S
E
M
E
N
T
TC
E
WO
R
K
A
R
E
A
WA
RI
P
S
RI
V
E
R
I
N
T
A
K
E
P
U
M
P
S
T
A
T
I
O
N
DN
F
DI
D
N
O
T
F
I
N
D
1.
OR
E
G
O
N
L
A
W
R
E
Q
U
I
R
E
S
C
O
N
T
R
A
C
T
O
R
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
TH
R
O
U
G
H
O
A
R
9
5
2
-
0
0
1
-
0
0
9
0
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
H
A
V
E
U
T
I
L
I
T
I
E
S
L
O
C
A
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
O
A
R
7
5
7
-
5
4
1
T
H
R
O
U
G
H
O
A
R
7
5
7
-
5
7
1
P
R
I
O
R
T
O
C
O
M
M
E
N
C
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
.
2.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
A
L
S
O
F
I
E
L
D
V
E
R
I
F
Y
D
E
P
T
H
S
O
F
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
T
O
I
D
E
N
T
I
F
Y
P
O
T
E
N
T
I
A
L
C
O
N
F
L
I
C
T
S
A
N
D
A
S
R
E
Q
U
I
R
E
D
F
O
R
C
O
N
N
E
C
T
I
O
N
S
T
O
E
X
I
S
T
I
N
G
SY
S
T
E
M
S
.
3.
PR
O
P
E
R
T
Y
A
N
D
R
I
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
S
A
R
E
S
H
O
W
N
A
S
A
N
A
I
D
T
O
D
E
S
I
G
N
O
N
L
Y
.
T
H
E
Y
D
O
N
O
T
I
M
P
L
Y
L
E
G
A
L
O
W
N
E
R
S
H
I
P
B
O
U
N
D
A
R
I
E
S
A
N
D
T
H
E
R
E
I
S
N
O
G
U
A
R
A
N
T
E
E
,
EX
P
R
E
S
S
E
D
O
R
I
M
P
L
I
E
D
,
W
I
T
H
R
E
S
P
E
C
T
T
O
T
H
E
I
R
A
C
C
U
R
A
C
Y
.
4.
TR
A
F
F
I
C
C
O
N
T
R
O
L
I
N
T
H
E
R
I
G
H
T
-
O
F
-
W
A
Y
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
R
A
F
F
I
C
C
O
N
T
R
O
L
P
L
A
N
S
I
N
C
L
U
D
E
D
W
I
T
H
I
N
T
H
E
S
E
D
R
A
W
I
N
G
S
,
T
H
E
C
U
R
R
E
N
T
E
D
I
T
I
O
N
S
O
F
"
MA
N
U
A
L
O
N
U
N
I
F
O
R
M
T
R
A
F
F
I
C
C
O
N
T
R
O
L
D
E
V
I
C
E
S
"
,
A
N
D
O
R
E
G
O
N
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
(
O
D
O
T
)
"
M
A
N
U
A
L
O
N
T
R
A
F
F
I
C
P
R
A
C
T
I
C
E
S
H
A
N
D
B
O
O
K
F
O
R
L
O
C
A
L
RO
A
D
S
A
N
D
S
T
R
E
E
T
S
I
N
O
R
E
G
O
N
"
.
5.
AL
L
E
A
R
T
H
W
O
R
K
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
P
P
L
I
C
A
B
L
E
;
L
A
W
,
I
N
C
L
U
D
I
N
G
O
R
-
O
S
H
A
R
E
Q
U
I
R
E
M
E
N
T
S
A
N
D
L
O
C
A
L
O
R
D
I
N
A
N
C
E
S
.
6.
MA
I
N
T
E
N
A
N
C
E
O
F
T
H
E
W
O
R
K
A
R
E
A
A
N
D
A
P
P
R
O
A
C
H
R
O
A
D
S
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
.
T
H
E
W
O
R
K
A
R
E
A
A
N
D
A
P
P
R
O
A
C
H
R
O
A
D
S
S
H
A
L
L
B
E
MA
I
N
T
A
I
N
E
D
I
N
A
C
L
E
A
N
C
O
N
D
I
T
I
O
N
,
F
R
E
E
F
R
O
M
O
B
S
T
R
U
C
T
I
O
N
S
A
N
D
H
A
Z
A
R
D
S
.
7.
AL
L
P
I
P
E
J
O
I
N
T
S
(
I
N
C
L
U
D
I
N
G
V
A
L
V
E
S
A
N
D
F
I
T
T
I
N
G
S
)
S
H
A
L
L
B
E
R
E
S
T
R
A
I
N
E
D
.
8.
SE
E
D
W
G
6-
C
-
1
2
F
O
R
T
R
E
N
C
H
S
E
C
T
I
O
N
S
.
9.
MA
I
N
T
A
I
N
A
C
C
E
S
S
T
O
A
D
J
A
C
E
N
T
P
R
O
P
E
R
T
I
E
S
.
10
.
DU
R
I
N
G
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
I
O
D
,
N
O
D
I
S
T
U
R
B
A
N
C
E
B
E
Y
O
N
D
T
H
E
W
O
R
K
A
R
E
A
B
O
U
N
D
A
R
Y
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
(
E
X
C
E
P
T
P
I
P
E
L
I
N
E
A
P
P
U
R
T
E
N
A
N
C
E
S
S
H
O
W
N
B
E
Y
O
N
D
TH
E
S
E
L
I
M
I
T
S
A
N
D
F
O
R
T
E
M
P
O
R
A
R
Y
T
R
A
F
F
I
C
C
O
N
T
R
O
L
F
A
C
I
L
I
T
I
E
S
)
.
I
F
A
W
O
R
K
A
R
E
A
B
O
U
N
D
A
R
Y
I
S
N
O
T
S
H
O
W
N
,
T
H
E
N
T
H
E
W
O
R
K
A
R
E
A
B
O
U
N
D
A
R
Y
S
H
A
L
L
B
E
T
O
T
H
E
ED
G
E
O
F
T
H
E
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
O
R
N
O
F
U
R
T
H
E
R
T
H
A
N
8
F
E
E
T
F
R
O
M
T
H
E
C
E
N
T
E
R
L
I
N
E
O
F
T
H
E
P
I
P
E
L
I
N
E
U
N
D
E
R
C
O
N
S
T
R
U
C
T
I
O
N
,
W
H
I
C
H
E
V
E
R
I
S
F
U
R
T
H
E
R
.
E
X
I
S
T
I
N
G
LA
N
D
S
C
A
P
I
N
G
A
N
D
O
T
H
E
R
I
M
P
R
O
V
E
M
E
N
T
S
,
I
F
D
I
S
T
U
R
B
E
D
,
S
H
A
L
L
B
E
R
E
S
T
O
R
E
D
T
O
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
.
U
N
D
E
R
N
O
C
I
R
C
U
M
S
T
A
N
C
E
S
S
H
A
L
L
D
I
S
T
U
R
B
A
N
C
E
E
X
T
E
N
D
BE
Y
O
N
D
T
H
E
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
O
R
E
A
S
E
M
E
N
T
B
O
U
N
D
A
R
Y
.
GENERAL NOTES
FW
P
FI
N
I
S
H
E
D
W
A
T
E
R
P
I
P
E
L
I
N
E
RW
P
RA
W
W
A
T
E
R
P
I
P
E
L
I
N
E
BO
N
I
T
A
P
U
M
P
S
T
A
T
I
O
N
BP
S
1.
WH
E
N
R
A
I
N
F
A
L
L
A
N
D
R
U
N
O
F
F
O
C
C
U
R
S
D
A
I
L
Y
I
N
S
P
E
C
T
I
O
N
S
O
F
T
H
E
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
S
A
N
D
D
I
S
C
H
A
R
G
E
O
U
T
F
A
L
L
S
M
U
S
T
B
E
P
R
O
V
I
D
E
D
B
Y
S
O
M
E
O
N
E
K
N
O
W
L
E
D
G
E
A
B
L
E
AN
D
E
X
P
E
R
I
E
N
C
E
D
I
N
T
H
E
P
R
I
N
C
I
P
L
E
S
,
P
R
A
C
T
I
C
E
S
,
I
N
S
T
A
L
L
A
T
I
O
N
,
A
N
D
M
A
I
N
T
E
N
A
N
C
E
O
F
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
S
W
H
O
W
O
R
K
S
F
O
R
T
H
E
P
E
R
M
I
T
T
E
E
.
2.
CO
N
S
T
R
U
C
T
I
O
N
A
C
T
I
V
I
T
I
E
S
M
U
S
T
A
V
O
I
D
O
R
M
I
N
I
M
I
Z
E
E
X
C
A
V
A
T
I
O
N
A
N
D
C
R
E
A
T
I
O
N
O
F
B
A
R
E
G
R
O
U
N
D
F
R
O
M
O
C
T
O
B
E
R
1
T
H
R
O
U
G
H
M
A
Y
3
1
E
A
C
H
Y
E
A
R
.
3.
DU
R
I
N
G
W
E
T
W
E
A
T
H
E
R
P
E
R
I
O
D
,
T
E
M
P
O
R
A
R
Y
S
T
A
B
I
L
I
Z
A
T
I
O
N
O
F
T
H
E
S
I
T
E
M
U
S
T
O
C
C
U
R
A
T
T
H
E
E
N
D
O
F
E
A
C
H
W
O
R
K
D
A
Y
.
4.
SE
D
I
M
E
N
T
C
O
N
T
R
O
L
S
M
U
S
T
B
E
I
N
S
T
A
L
L
E
D
A
N
D
M
A
I
N
T
A
I
N
E
D
O
N
A
L
L
D
O
W
N
G
R
A
D
I
E
N
T
S
I
D
E
S
O
F
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
S
I
T
E
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
.
T
H
E
Y
M
U
S
T
R
E
M
A
I
N
I
N
PL
A
C
E
U
N
T
I
L
P
E
R
M
A
N
E
N
T
V
E
G
E
T
A
T
I
O
N
O
R
O
T
H
E
R
P
E
R
M
A
N
E
N
T
C
O
V
E
R
I
N
G
O
F
E
X
P
O
S
E
D
S
O
I
L
I
S
E
S
T
A
B
L
I
S
H
E
D
.
5.
AL
L
A
C
T
I
V
E
I
N
L
E
T
S
M
U
S
T
H
A
V
E
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
S
I
N
S
T
A
L
L
E
D
A
N
D
M
A
I
N
T
A
I
N
E
D
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
.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
,
A
S
U
R
F
A
C
E
M
O
U
N
T
E
D
A
N
D
AT
T
A
C
H
A
B
L
E
,
U
-
S
H
A
P
E
D
F
I
L
T
E
R
B
A
G
I
S
R
E
Q
U
I
R
E
D
F
O
R
A
L
L
C
U
R
B
I
N
L
E
T
C
A
T
C
H
B
A
S
I
N
S
.
6.
SI
G
N
I
F
I
C
A
N
T
A
M
O
U
N
T
S
O
F
S
E
D
I
M
E
N
T
W
H
I
C
H
L
E
A
V
E
S
T
H
E
S
I
T
E
M
U
S
T
B
E
C
L
E
A
N
E
D
U
P
W
I
T
H
I
N
2
4
H
O
U
R
S
A
N
D
P
L
A
C
E
D
B
A
C
K
O
N
T
H
E
S
I
T
E
A
N
D
S
T
A
B
I
L
I
Z
E
D
O
R
P
R
O
P
E
R
L
Y
D
I
S
P
O
S
E
D
.
T
H
E
CA
U
S
E
O
F
T
H
E
S
E
D
I
M
E
N
T
R
E
L
E
A
S
E
M
U
S
T
B
E
F
O
U
N
D
A
N
D
P
R
E
V
E
N
T
E
D
F
R
O
M
C
A
U
S
I
N
G
A
R
E
C
U
R
R
E
N
C
E
O
F
T
H
E
D
I
S
C
H
A
R
G
E
W
I
T
H
I
N
T
H
E
S
A
M
E
2
4
H
O
U
R
S
.
A
N
Y
I
N
-
S
T
R
E
A
M
C
L
E
A
N
U
P
O
F
SE
D
I
M
E
N
T
S
H
A
L
L
B
E
P
R
E
F
O
R
M
E
D
A
C
C
O
R
D
I
N
G
T
O
T
H
E
O
R
E
G
O
N
D
E
P
A
R
T
M
E
N
T
O
F
S
T
A
T
E
L
A
N
D
S
R
E
Q
U
I
R
E
D
T
I
M
E
F
R
A
M
E
.
7.
SE
D
I
M
E
N
T
M
U
S
T
N
O
T
B
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
W
A
S
H
E
D
I
N
T
O
S
T
O
R
M
S
E
W
E
R
S
,
D
R
A
I
N
A
G
E
W
A
Y
S
,
O
R
W
A
T
E
R
B
O
D
I
E
S
.
8.
SE
D
I
M
E
N
T
M
U
S
T
B
E
R
E
M
O
V
E
D
F
R
O
M
B
E
H
I
N
D
A
L
L
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
M
E
A
S
U
R
E
S
W
H
E
N
I
T
H
A
S
R
E
A
C
H
E
D
A
H
E
I
G
H
T
O
F
1
/
3
R
D
T
H
E
B
A
R
R
I
E
R
H
E
I
G
H
T
,
A
N
D
P
R
I
O
R
T
O
T
H
E
C
O
N
T
R
O
L
ME
A
S
U
R
E
S
R
E
M
O
V
A
L
.
9.
CL
E
A
N
I
N
G
O
F
A
L
L
S
T
R
U
C
T
U
R
E
S
W
I
T
H
S
U
M
P
S
M
U
S
T
O
C
C
U
R
W
H
E
N
T
H
E
S
E
D
I
M
E
N
T
R
E
T
E
N
T
I
O
N
C
A
P
A
C
I
T
Y
H
A
S
B
E
E
N
R
E
D
U
C
E
D
B
Y
5
0
%
A
N
D
A
T
C
O
M
P
L
E
T
I
O
N
O
F
P
R
O
J
E
C
T
.
10
.
AN
Y
U
S
E
O
F
T
O
X
I
C
O
R
O
T
H
E
R
H
A
Z
A
R
D
O
U
S
M
A
T
E
R
I
A
L
S
M
U
S
T
I
N
C
L
U
D
E
P
R
O
P
E
R
S
T
O
R
A
G
E
,
A
P
P
L
I
C
A
T
I
O
N
,
A
N
D
D
I
S
P
O
S
A
L
.
11
.
TH
E
P
E
R
M
I
T
T
E
E
M
U
S
T
P
R
O
P
E
R
L
Y
M
A
N
A
G
E
H
A
Z
A
R
D
O
U
S
W
A
S
T
E
S
,
U
S
E
D
O
I
L
S
,
C
O
N
T
A
M
I
N
A
T
E
D
S
O
I
L
S
,
C
O
N
C
R
E
T
E
W
A
S
T
E
,
S
A
N
I
T
A
R
Y
W
A
S
T
E
,
L
I
Q
U
I
D
W
A
S
T
E
,
O
R
O
T
H
E
R
T
O
X
I
C
S
U
B
S
T
A
N
C
E
S
DI
S
C
O
V
E
R
E
D
O
R
G
E
N
E
R
A
T
E
D
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
12
.
TH
E
A
P
P
L
I
C
A
T
I
O
N
R
A
T
E
O
F
F
E
R
T
I
L
I
Z
E
R
S
U
S
E
D
T
O
R
E
E
S
T
A
B
L
I
S
H
V
E
G
E
T
A
T
I
O
N
M
U
S
T
F
O
L
L
O
W
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
.
N
U
T
R
I
E
N
T
R
E
L
E
A
S
E
S
F
R
O
M
F
E
R
T
I
L
I
Z
E
R
S
T
O
SU
R
F
A
C
E
W
A
T
E
R
S
M
U
S
T
B
E
M
I
N
I
M
I
Z
E
D
.
T
I
M
E
R
E
L
E
A
S
E
F
E
R
T
I
L
I
Z
E
R
S
S
H
O
U
L
D
B
E
U
S
E
D
A
N
D
C
A
R
E
S
H
O
U
L
D
B
E
M
A
D
E
I
N
A
P
P
L
I
C
A
T
I
O
N
O
F
F
E
R
T
I
L
I
Z
E
R
S
W
I
T
H
I
N
A
N
Y
W
A
T
E
R
W
A
Y
R
I
P
A
R
I
A
N
ZO
N
E
.
13
.
OW
N
E
R
O
R
D
E
S
I
G
N
A
T
E
D
P
E
R
S
O
N
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
P
R
O
P
E
R
I
N
S
T
A
L
L
A
T
I
O
N
A
N
D
M
A
I
N
T
E
N
A
N
C
E
O
F
A
L
L
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
M
E
A
S
U
R
E
S
,
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
CU
R
R
E
N
T
C
L
E
A
N
W
A
T
E
R
S
E
R
V
I
C
E
S
S
T
A
N
D
A
R
D
S
A
N
D
S
T
A
T
E
,
A
N
D
F
E
D
E
R
A
L
R
E
G
U
L
A
T
I
O
N
S
.
14
.
PR
I
O
R
T
O
A
N
Y
L
A
N
D
D
I
S
T
U
R
B
I
N
G
A
C
T
I
V
I
T
I
E
S
,
T
H
E
B
O
U
N
D
A
R
I
E
S
O
F
T
H
E
C
L
E
A
R
I
N
G
L
I
M
I
T
S
,
V
E
G
E
T
A
T
E
D
B
U
F
F
E
R
S
,
A
N
D
A
N
Y
S
E
N
S
I
T
I
V
E
A
R
E
A
S
S
H
O
W
N
O
N
T
H
I
S
P
L
A
N
S
H
A
L
L
B
E
C
L
E
A
R
L
Y
DE
L
I
N
E
A
T
E
D
I
N
T
H
E
F
I
E
L
D
.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
,
N
O
D
I
S
T
U
R
B
A
N
C
E
I
S
P
E
R
M
I
T
T
E
D
B
E
Y
O
N
D
T
H
E
C
L
E
A
R
I
N
G
L
I
M
I
T
S
.
T
H
E
O
W
N
E
R
/
P
E
R
M
I
T
T
E
E
M
U
S
T
M
A
I
N
T
A
I
N
T
H
E
D
E
L
I
N
E
A
T
I
O
N
F
O
R
TH
E
D
U
R
A
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
.
N
O
T
E
:
V
E
G
E
T
A
T
E
D
C
O
R
R
I
D
O
R
S
T
O
B
E
D
E
L
I
N
E
A
T
E
D
W
I
T
H
O
R
A
N
G
E
C
O
N
S
T
R
U
C
T
I
O
N
F
E
N
C
E
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
15
.
PR
I
O
R
T
O
A
N
Y
L
A
N
D
D
I
S
T
U
R
B
I
N
G
A
C
T
I
V
I
T
I
E
S
,
T
H
E
B
M
P
S
T
H
A
T
M
U
S
T
B
E
I
N
S
T
A
L
L
E
D
A
R
E
G
R
A
V
E
L
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
,
P
E
R
I
M
E
T
E
R
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
,
A
N
D
I
N
L
E
T
P
R
O
T
E
C
T
I
O
N
TH
E
S
E
B
M
P
S
M
U
S
T
B
E
M
A
I
N
T
A
I
N
E
D
F
O
R
T
H
E
D
U
R
A
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
.
16
.
IF
V
E
G
E
T
A
T
I
V
E
S
E
E
D
M
I
X
E
S
A
R
E
S
P
E
C
I
F
I
E
D
,
S
E
E
D
I
N
G
M
U
S
T
T
A
K
E
P
L
A
C
E
N
O
L
A
T
E
R
T
H
A
N
S
E
P
T
E
M
B
E
R
1
S
T
;
T
H
E
T
Y
P
E
A
N
D
P
E
R
C
E
N
T
A
G
E
S
O
F
S
E
E
D
I
N
T
H
E
M
I
X
A
R
E
A
S
I
D
E
N
T
I
F
I
E
D
O
N
T
H
E
PL
A
N
S
O
R
A
S
S
P
E
C
I
F
I
E
D
B
Y
T
H
E
D
E
S
I
G
N
E
N
G
I
N
E
E
R
.
17
.
WA
T
E
R
-
T
I
G
H
T
T
R
U
C
K
S
M
U
S
T
B
E
U
S
E
D
T
O
T
R
A
N
S
P
O
R
T
S
A
T
U
R
A
T
E
D
S
O
I
L
S
F
R
O
M
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
S
I
T
E
.
A
N
A
P
P
R
O
V
E
D
E
Q
U
I
V
A
L
E
N
T
I
S
T
O
D
R
A
I
N
T
H
E
S
O
I
L
O
N
S
I
T
E
A
T
A
D
E
S
I
G
N
A
T
E
D
LO
C
A
T
I
O
N
U
S
I
N
G
A
P
P
R
O
P
R
I
A
T
E
B
M
P
S
;
S
O
I
L
M
U
S
T
B
E
D
R
A
I
N
E
D
S
U
F
F
I
C
I
E
N
T
L
Y
F
O
R
M
I
N
I
M
A
L
S
P
I
L
L
A
G
E
.
18
.
AL
L
P
U
M
P
I
N
G
O
F
S
E
D
I
M
E
N
T
L
A
D
E
N
W
A
T
E
R
M
U
S
T
B
E
D
I
S
C
H
A
R
G
E
D
O
V
E
R
A
N
U
N
D
I
S
T
U
R
B
E
D
,
P
R
E
F
E
R
A
B
L
Y
V
E
G
E
T
A
T
E
D
A
R
E
A
,
A
N
D
T
H
R
O
U
G
H
A
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
B
M
P
(
I
.
E
.
F
I
L
T
E
R
B
A
G
)
.
19
.
TH
E
E
S
C
P
L
A
N
M
U
S
T
B
E
K
E
P
T
O
N
S
I
T
E
.
A
L
L
M
E
A
S
U
R
E
S
S
H
O
W
N
O
N
T
H
E
P
L
A
N
M
U
S
T
B
E
I
N
S
T
A
L
L
E
D
P
R
O
P
E
R
L
Y
T
O
E
N
S
U
R
E
T
H
A
T
S
E
D
I
M
E
N
T
L
A
D
E
N
W
A
T
E
R
D
O
E
S
N
O
T
E
N
T
E
R
A
S
U
R
F
A
C
E
WA
T
E
R
S
Y
S
T
E
M
,
R
O
A
D
W
A
Y
,
O
R
O
T
H
E
R
P
R
O
P
E
R
T
I
E
S
.
20
.
TH
E
E
S
C
M
E
A
S
U
R
E
S
S
H
O
W
N
O
N
T
H
I
S
P
L
A
N
A
R
E
T
H
E
M
I
N
I
M
U
M
R
E
Q
U
I
R
E
M
E
N
T
S
F
O
R
A
N
T
I
C
I
P
A
T
E
D
S
I
T
E
C
O
N
D
I
T
I
O
N
S
.
D
U
R
I
N
G
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
I
O
D
,
T
H
E
S
E
M
E
A
S
U
R
E
S
S
H
A
L
L
B
E
UP
G
R
A
D
E
D
A
S
N
E
E
D
E
D
T
O
M
A
I
N
T
A
I
N
C
O
M
P
L
I
A
N
C
E
W
I
T
H
A
L
L
R
E
G
U
L
A
T
I
O
N
S
.
21
.
WR
I
T
T
E
N
E
S
C
L
O
G
S
A
R
E
S
U
G
G
E
S
T
E
D
T
O
B
E
M
A
I
N
T
A
I
N
E
D
O
N
S
I
T
E
A
N
D
A
V
A
I
L
A
B
L
E
T
O
D
I
S
T
R
I
C
T
I
N
S
P
E
C
T
O
R
S
U
P
O
N
R
E
Q
U
E
S
T
.
22
.
IN
A
R
E
A
S
S
U
B
J
E
C
T
T
O
W
I
N
D
E
R
O
S
I
O
N
,
A
P
P
R
O
P
R
I
A
T
E
B
M
P
S
M
U
S
T
B
E
U
S
E
D
W
H
I
C
H
M
A
Y
I
N
C
L
U
D
E
T
H
E
A
P
P
L
I
C
A
T
I
O
N
O
F
F
I
N
E
W
A
T
E
R
S
P
R
A
Y
I
N
G
,
P
L
A
S
T
I
C
S
H
E
E
T
I
N
G
,
M
U
L
C
H
I
N
G
,
O
R
O
T
H
E
R
AP
P
R
O
V
E
D
M
E
A
S
U
R
E
S
.
23
.
AL
L
E
X
P
O
S
E
D
S
O
I
L
S
M
U
S
T
B
E
C
O
V
E
R
E
D
D
U
R
I
N
G
W
E
T
W
E
A
T
H
E
R
P
E
R
I
O
D
.
CL
E
A
N
W
A
T
E
R
S
E
R
V
I
C
E
S
S
T
A
N
D
A
R
D
E
R
O
S
I
O
N
C
O
N
T
R
O
L
N
O
T
E
S
BM
P
BE
S
T
M
A
N
A
G
E
M
E
N
T
P
R
A
T
I
C
E
ES
C
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
N.
F
.
C
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
CL
E
A
N
W
A
T
E
R
S
E
R
V
I
C
E
S
CW
S
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-G-05 5GENERAL 40AS SHOWN ABBREVIATIONS, GENERAL NOTES AND CWS EROSION CONTROL NOTES
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
G
-
0
5
.
d
w
g
119101620-6-G-05
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
RE
C
O
R
D
D
R
A
W
I
N
G
S
UT
I
L
I
T
Y
P
O
T
H
O
L
E
D
A
T
A
ALIGNMENT TABLEUTILITY CONTACT LIST
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-G-06 6GENERAL 40AS SHOWN UTILITY POTHOLE DATA,UTILITY CONTACT LIST AND ALIGNMENT TABLE
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
G
-
0
6
.
d
w
g
119101620-6-G-06
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
UTILITY CONTACT LIST UTILITY AGENCY CONTACT PERSON ADDRESS PHONE NUMBER
CE
N
T
U
R
Y
L
I
N
K
Q
W
E
S
T
CO
M
M
U
N
I
C
A
T
I
O
N
S
KENNETH SCIULLI8021 SW CAPITAL HILL ROAD PORTLAND, OR 97219 (503) 242-0304
CI
T
Y
O
F
L
A
K
E
O
S
W
E
G
O
GUY GRAHAMPO BOX 369 LAKE OSWEGO, OR 97034 (503) 675-3998
CI
T
Y
O
F
T
I
G
A
R
D
ROB MURCHISON8777 SW BURNHAM STREET TIGARD, OR 97223(503) 718-2699
CO
M
C
A
S
T
#
2
IVAN CHANDLER10831 SW CASCADE AVENUE TIGARD, OR 97223 (503) 596-3754
IN
T
E
G
R
A
T
E
L
E
C
O
M
BOB DAVIDSON1201 NE LLOYD BOULEVARD, SUITE 500 PORTLAND, OR 97232(503) 453-8247
NO
R
T
H
W
E
S
T
N
A
T
U
R
A
L
RICHARD GIRARD220 NW 2ND AVENUE PORTLAND, OR 97209(360) 921-0314
PG
E
(
P
O
R
T
L
A
N
D
G
E
N
E
R
A
L
EL
E
C
T
R
I
C
)
MILO STARR9480 SW BOECKMAN ROAD WILSONVILLE, OR 97070 (503) 570-4414
GE
N
E
S
E
E
A
N
D
W
Y
O
M
I
N
G
RA
I
L
R
O
A
D
S
E
R
V
I
C
E
S
DONNA KILLINGSWORTH13901 SUTTON PARK DRIVE S,SUITE 160 JACKSONVILLE, FL 32224(904) 900-6286
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
200 HAWTHORNE AVENUE SE,SUITE C-320 SALEM, OR 97301(503) 365-7717
SP
R
I
N
T
L
O
N
G
D
I
S
T
A
N
C
E
MICHAEL CONLEY78696 BRYSON SEARS ROAD COTTAGE GROVE, OR 97424 (541) 942-7410
SP
R
I
N
T
W
I
R
E
L
E
S
S
E
R
I
C
K
S
O
N
CO
N
T
R
A
C
T
O
R
JIM CROWTHER1530 EAST ROESER ROAD PHOENIX, AZ 85040 (623) 806-8896
VE
R
I
Z
O
N
B
U
S
I
N
E
S
S
S
E
R
V
I
C
E
MIKE MUELLER NOT AVAILABLE (503) 707-3453
RE
C
O
R
D
D
R
A
W
I
N
G
S
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01 .
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORINGS KFWP-52 AND KFWP-51 PER KLEINFELDER
JANUARY 2014.
5.SEE SHEETS 6-C-13 AND 6-C-14 FOR PAVEMENT GRIND
AND OVERLAY LIMITS.
PLAN
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
2
10
+
0
0
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-01
7
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 4+91.12 TO 10+00.00 (PZ-320)
BONITA ROAD
TRENCH TYPE A
SW BONITA RD
S
W
7
4
T
H
A
V
E
RAMMING PIT
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
7
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
1
.
d
w
g
119101620-6-C-01
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
TRENCHLESS CROSSING (PIPE RAMMING OR AUGER BORING)TRENCH TYPE A
CONSTRUCTION NOTES :
CONTRACTOR TO DETERMINE DIMENSIONS OF RAMMING
AND RECEIVING PITS WITHIN THE APPROXIMATE LIMITS
SHOWN.
6" WATERLINE TO BE ABANDONED IN PLACE.
PLACE SURFACE SETTLEMENT MONITORING POINT AT PIPE
CENTERLINE AND 5-FEET EACH SIDE OF PIPE CENTERLINE.
REMOVE (E) 6-INCH VALVE. INSTALL MJ PLUG AFTER ALL
SERVICES T0 6-INCH MAIN HAVE BEEN TRANSFERRED TO
THE (E) 16-INCH MAIN.
CONNECT (E) 6-INCH WATER SERVICE TO NEW 6-INCH FWP
PRIOR TO REMOVAL OR ABANDONMENT OF 6-INCH MAIN.
NOT USED.
EXISTING 8 EMPTY 1.5-INCH CONDUITS. REMOVE AS
REQUIRED TO FACILITATE CONSTRUCTION OF FWP.
DEPENDING ON THE METHODS USED FOR PIT
CONSTRUCTION, CONTRACTOR SHALL CONFIRM UTILITY
SEPARATION REQUIREMENTS.
PROTECT GUARD RAIL AND RETAINING WALL.
PROTECT (E) SEWER AND (E) MANHOLE.
MAINTAIN 12-FOOT TRAVEL LANE.
PROTECT (E) ELECTRICAL CONDUITS.
PROTECT UTILITY AND MAINTAIN SERVICE DURING
CONSTRUCTION.
STORM DRAIN SHALL BE PROTECTED DURING
CONSTRUCTION.
INSTALL (N) 6" WATERLINE IN THE SAME TRENCH AS THE
30" FWP, BUT MAINTAIN 1-FOOT ABOVE 30" FWP AND WITH
MINIMUM 30-INCH COVER. HORIZONTAL ALIGNMENT NEEDS
TO BE WITHIN (1-FOOT MINIMUM) TRENCH EXCAVATION
WALL AND OUTSIDE PIPE WALL.
INSTALL CDF BEDDING UNDER (E) TELECOMMUNICATION
DUCT BANK.
1
2
1
4
2
5
4
RECEIVING PIT1
LEGEND :
SURFACE SETTLEMENT MONITORING POINT.
SEE DETAIL 6 0N SHEET 6-C-11.
3
3
SEE 6" CAV NO. 1
ENLARGEMENT
7
4
5
6
7
7
6-C-11
7333 SW BONITA RD7455 SW BONITA RD
7440 SW BONITA RD
(N) 10' x 10' EASEMENT
4
6-EC-05
(E) 2" W SERVICE
STA: 6+22.00
TEST STATION
3
6-CP-01
8
9
9
9
RAILROAD
CROSS-ARM
RAILROAD
CROSS-ARM
3\4" SCH 80
PVC CONDUIT
(E) 1-3" CITY OF
TIGARD CONDUIT
(E) 1-4" CONDUIT
(E) 2-2" CTV CONDUITS
12" SD
IE=140.48
10
11
1111
A
A
6-C-09
NORTHERN LIMIT OF
TEMP 12' TRAVEL LANE
12
13
14
12
12
14
14
12
12
10
108
8
13
13
13
15
15
13 16
16
CAP (E) SS LAT
(N) 4" SS LAT
STA: 5+30 +/-
RECORD DRAWINGS
25"
DWY
DWYDWYDWY
DWY
DWY DWY DWY
DWY
2S 1 12AC
TAX LOT 100
2S 1 12AC
TAX LOT 200
2S 1 12AC
TAX LOT
2700
2S 1 12AC
TAX LOT 2600
2S 1 12AB
TAX LOT 1300
2S 1 12AB
TAX LOT 1200
2S 1 12AB
TAX LOT 1100
5
6-C-10
TS
1 ):3 3=
1 ):3 3= TSWWWWWWWWWWWW
12"
8"
24"
24"
12"
12
"
12"
6"
6"6"
16"
24"
G4"
4"
G4"
4"
16"
24"
16"
24"
10+00
11+00 12+00
13+00 14+00 15+00
STA:11+77.43
30"x24" TEE
STA:11+72.43
DRAIN NO. 1
STA:11+82.33
24" BFV 6" W TO BE
ABANDONED
IN PLACE
6" W TO BE
REMOVED
CONNECTION 2
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
1
S
T
A
:
1
0
+
0
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
3
S
T
A
:
1
5
+
1
0
CONNECTION 1
5
6-C-09
P17 P18
P20
P19
P21 P22 P23
P23AP24
P25 P26
P27 P28
BPS-3
CAV
VENT
STA:13+58.00
4" CAV NO. 2
6" W TO BE
ABANDONED IN PLACE
INLET PROTECTION
TYPE 5
6" W TO
BEABANDONED
IN PLACE STA:11+80.75
30"x24" REDUCER
HYDRANT
CONNECTION
7
6-C-09
6
6-C-09
2
6-C-10
1
6-C-09
10'
10
'
DRIVEWAY
22
'
STA:13+64.47
'()/(&7,21/7
STA:14+28.44
'()/(&7,2157
PLAN
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
3
15
+
1
0
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-02
8
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 10+00.00 TO 15+10.00 (PZ-320)
BONITA ROAD
TRENCH TYPE A
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
1
10
+
0
0
SW BONITA RD
67
.
5
'
29
.
5
'
60
'
21
'
15
'
24
'
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
8
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
2
.
d
w
g
119101620-6-C-02
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01 .
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORING BPS-3 PER GEODESIGN FEBRUARY 2011.
5.SEE SHEETS 6-C-13 AND 6-C-14 FOR PAVEMENT GRIND
AND OVERLAY LIMITS.
CONSTRUCTION NOTES :
NOT USED.
CONNECT SERVICE (SIZE AS INDICATED) FROM (E) 6" W TO
(E) 16" W PRIOR TO REMOVAL OR ABANDONMENT OF 6"
WATERLINE.
RECONNECT HYDRANT TO 16" WATERLINE.
CONNECT (E) 6" SERVICE LINE TO (E) 16" W PRIOR TO
REMOVAL OR ABANDONMENT OF 6" WATERLINE. INSTALL (N)
6" GATE VALVE AND 16"x6" TEE.
REMOVE (E) 6" WATERLINE AS REQUIRED. PLUG ENDS WITH
CONCRETE.
PROTECT GUARD RAIL AND RETAINING WALL.
PROTECT EXISTING POWER DUCTS.
INSTALL 6"x 6" FLG x FLG TEE
NORTH OUTLET: INSTALL 6" FLG x MJ ADAPTER
WEST OUTLET: INSTALL 6" FLG X MJ GATE VALVE
INSTALL (N) 6" WATERLINE IN THE SAME TRENCH AS THE 30"
FWP, BUT MAINTAIN 1-FOOT ABOVE 30" FWP AND WITH
MINIMUM 30-INCH COVER. HORIZONTAL ALIGNMENT NEEDS
TO BE WITHIN (1-FOOT MINIMUM) TRENCH EXCAVATION
WALL AND OUTSIDE PIPE WALL.
1
2
3
4
4
5
5 5
23 4
3
25
4
2
2
2
2
7235 SW BONITA RD7220 SW BONITA RD
7333 SW BONITA RD
7320 SW BONITA RD
7360 SW BONITA RD
7340 SW BONITA RD
(E) 2" W SERVICE
(E) 2" W SERVICE
(E) 3/4" W SERVICE
4
6-EC-05
(N) EASEMENT
STA: 10+10.00
TEST STATION
3
6-CP-01
STA: 13+38.00
TEST STATION
3
6-CP-01
(E) 1" W SERVICE
(E) 3/4" W SERVICE
17010 SW BONITA RD
6
7
6 7
SIZE
UNKNOWN
B
6-C-09
B(E) 1" W SERVICE
1 ):3
8
8
2
9
99 CAV
MH
SAMPLE STA
11+80.00
RECORD DRAWINGS
2S 1 12AA
TAX LOT 500
2S 1 12AD
TAX LOT 501
2S 1 12AC
TAX LOT 101
2S 1 12AB
TAX LOT 1000
DWY
2S 1 12AC
TAX LOT 100
4" HP GAS
24"
1
2
"
SD24"
12"24"
24
"
24
"
16"
16"
24"
W6"6"
12
"
12
"
6"
6"
36
"
36
"
4"
4"
4"
24"
96
"
15+51 16+00
17+00
18+00 19+00
20+00
STA 15+68.54
24" X 24" TEE
P29
P30
P31
KFWP-50
KFWP-49
P32 P33
P34 P35
P3
6
P38
INLET PROTECTION
TYPE 5
INLET PROTECTION
TYPE 5
SEE 6" CAV NO 3
ENLARGEMENT
8
6-C-11
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
2
S
T
A
:
1
5
+
1
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
4
S
T
A
:
2
0
+
2
0
5
6-C-10
21
.
5
'
26
'
STA:19+54.67
%(1'
'()/(&7,21
STA:19+60.83
%(1'
'()/(&7,21
STA:16+97.36
'()/(&7,21
1 ):3 3=
TS
TS
STA:16+48.50
6" CAV NO. 3
PLAN
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
4
20
+
2
0
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-03
9
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 15+10.00 TO 20+20.00 (PZ-320)
BONITA ROAD
TRENCH TYPE A
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
2
15
+
1
0
SW BONITA RD
SW
7
2
N
D
A
V
E
67
.
5
'
25
'
29
'
50
'
14
'
1
0
.
5
'
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
2
9
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
3
.
d
w
g
119101620-6-C-03
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01.
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORINGS KFWP-50 AND KFWP-49 PER KLEINFELDER,
JANUARY 2014.
5.SEE SHEETS 6-C-13 AND 6-C-14 FOR PAVEMENT GRIND
AND OVERLAY LIMITS.
CONSTRUCTION NOTES :
NOT USED.
RECONNECT SERVICE (SIZE AS INDICATED) FROM 6" PIPE TO
(E) 16" PIPE PRIOR TO REMOVAL OR ABANDONMENT OF 6"
WATERLINE.
REROUTE 3\4" WATER SERVICE OVER NEW 24" W AS
REQUIRED TO CONNECT TO EXISTING 16" W.
REMOVE EXISTING 6" CROSS, RECONNECT 6" W RUNNING
NORTH-SOUTH WITH 6" STRAIGHT COUPLER, EXISTING 6" W
RUNNING EAST-WEST CAPPED AND ABANDONED.
REMOVE (E) 6" WATERLINE AS REQUIRED. PLUG ENDS WITH
CONCRETE.
NOT USED.
INSTALL 24" x 24" TEE, FL x FL
NORTH OUTLET: 24" BFV, FL x FL WITH BLIND FLANGE
EAST OUTLET: 24" BFV, FL x FL AND FLG x MJ ADAPTER
WEST OUTLET: 24" FLG x MJ ADAPTER
ON OCTOBER 7, 2014, THE 96" SD WAS FOUND TO BE
FLOWING APPROXIMATELY TO HALF DEPTH OF THE STORM
DRAIN. THIS IS ROUTINE DURING HEAVY RAINFALL PERIODS.
AS SHOWN IN VOLUME 2 OF 3, APPENDIX F, A JOINT IN THE
STORM DRAIN CULVERT APPEARS TO BE CLOSE TO THE
CROSSING OF THE 24-INCH DIAMETER FINISHED WATER PIPE.
NOT USED.
NOT USED.
ABANDON EXISTING VALVE IN PLACE.
2
1
22
5
2
3
3
2
33
3
4
CAV VENT 14600 SW 72ND AVE
14529 SW 72ND AVE
4
6-EC-05
4
6-EC-05
7225 SW BONITA RD
(E) 3/4" W SERVICE
(E) 3/4" W SERVICE
5
STA: 16+10.00
TEST STATION
3
6-CP-01
STA: 20+10.00
TEST STATION
3
6-CP-01
6
7
7
8
8
8
9
4
11
10
11
CAV MH
LIMITS OF CDF
PLACEMENT
RECORD DRAWINGS
PLAN
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
5
25
+
3
0
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-04
10
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 20+20.00 TO 25+30.00 (PZ-320)
BONITA ROAD
TRENCH TYPE A
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
3
20
+
2
0
SW BONITA
R
D
5
0
'
2
6
'
ODOT
R
/
W
O
D
O
T
R
/
W
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
0
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
4
.
d
w
g
119101620-6-C-04
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01.
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORING KFWP-48 PER KLEINFELDER, JANUARY 2014.
5.BORINGS BPS-1 AND BPS-2 PER GEODESIGN, FEBRUARY
2011.
6.SEE SHEETS 6-C-13 AND 6-C-14 FOR PAVEMENT GRIND
AND OVERLAY LIMITS.
CONSTRUCTION NOTES :
CUT AND PLUG (E) 16" W AT TEE AND INSTALL RESTRAINED
CAP.
(E) 8" WATER SERVICE TO REMAIN. PROTECT DURING
CONSTRUCTION.
REMOVE (E) 16" W AS REQUIRED TO FACILITATE
INSTALLATION OF (N) 24" FWP.
EXISTING 24-INCH BUTTERFLY VALVE, ABANDON IN PLACE.
PROTECT LIGHT POLE.
LIMITS OF PARKING AREA RESTORATION, SEE SHEET 6-C-14.
PROTECT EXISTING TREE.
RESTORE STAGING AREA, IN WORK AREA LIMITS SHOWN, TO
PRE-CONSTRUCTION CONDITION AFTER CONSTRUCTION
HAS BEEN COMPLETED AND ACCEPTED. SEEDING SHALL BE
IN ACCORDANCE WITH THE REQUIREMENTS OF
SPECIFICATION 02900.
INSTALL 54-INCH x 54-INCH x 6-INCH THRUST BLOCK.
CUT AND CAP EXISTING 24-INCH WATERLINE.
1
PS DEMO AND BYPASS
SEE SHEET 6-C-07
S
W
S
E
Q
U
O
I
A
P
K
W
Y
ODOT
R
/
W
2
2
1
TRENCH TYPE C PARKING AREA RESTORATION TRENCH TYPE C
TRENCH TYPE B
6750 SW
BONITA RD
6650 SW
BONITA RD
SEDIMENT FENCE
2
6-EC-05
SEDIMENT FENCE
2
6-EC-05
4
6-EC-05
4
6-EC-05
1
6-C-09
STA: 24+10.00
TEST STATION
3
6-CP-01
ST
A
:
2
2
+
8
6
.
5
9
ST
A
:
2
2
+
9
5
.
0
0
ST
A
:
2
3
+
7
5
.
0
5
ST
A
:
2
4
+
3
6
.
3
6
3
3
4
5
6
7
8
6
5
7
CONTRACTOR STAGING
AND STORAGE AREA 8
5
6-C-10
RECORD DRAWINGS
4
9
10
9
9
10
10
16"
16"
16"
24"
24"
24"
STA 28+47.00
6" CAV NO. 5
STA 28+76.45
BEGIN 42" STL
CASING
1 ):3 3=
1 ):3 3=
WA WA
WAWA
WA WA
TCE
TCE
TCE
TS
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE TCE
TCE
TCE
T
C
E
2S 1 12AD
TAX LOT 1100
2S 1 12AD
TAX LOT 1200
2S 1 12AD
2S 1 12AD
TAX LOT 1200
26+00 27+00
28+00
29+00 30+00
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
4
S
T
A
:
2
5
+
3
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
6
S
T
A
:
3
0
+
4
0
KFWP-47
KF
W
P
-
5
5
P53
P56
P57
P58
P58A
P58B
P59
P60
P61
P62
P63
P64
(N) 24" FWP
SEE SHEET 6-C-08
40
'
2
6-EC-05
20
'
TEMPORARY
INGRESS / EGRESS
EASEMENT
10
'
10
'
15
'
20
'
20
'
35'
80'
35'
STA:25+45.66
'()/(&7,21 STA:26+59.02
'()/(&7,21
STA:26+79.02
'()/(&7,21
STA:27+97.49
'()/(&7,21
STA:28+50.75
%(1'
'()/(&7,21
65'
STA:28+71.44
%(1'
'()/(&7,21
STA: 28+43.50
24" BFV, MJ
STA:28+73.89
DRAIN NO. 4
PLAN
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
6
30
+
4
0
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
5421 3
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-05
11
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 25+30.00 TO 30+40.00 (PZ-320)
BONITA ROAD
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
4
25
+
3
0
(E) 36" STL CASING
SW BONITA RD SW BONITA RD OVERPASS
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
5
9
A
M
U
S
E
R
:
S
t
a
n
L
FI
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
5
.
d
w
g
119101620-6-C-05
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
GENERAL NOTES:
1. ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2. ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01.
3. SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4. BORINGS KFWP-47 AND KFWP-55 PER KLEINFELDER,
JANUARY 2014.
5. RESTORE DISTURBED LANDSCAPED AREA IN
ACCORDANCE WITH THE REQUIREMENTS OF
SPECIFICATION 02900. AFTER CONSTRUCTION HAS BEEN
COMPLETED AND ACCEPTED. SEEDING SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF
SPECIFICATION 02900.
I-5 NORTH
BOUND LANES
I-5 SOUTH
BOUND LANES
TRENCH TYPE C
(E) 24" W
CONSTRUCTION NOTES :
REMOVE (E) 16" W AS REQUIRED TO FACILITATE
INSTALLATION OF (N) 24" FWP.
ABANDON (E) 16" W IN PLACE A DISTANCE OF 20-FEET,
10-FEET EITHER SIDE OF (E) POWER POLE.
DEFLECT JOINTS AS NECESSARY TO MAINTAIN 10-FEET
SEPARATION FROM POWER POLE. MAXIMUM JOINT
DEFLECTION SHALL BE 1.75 DEGREES.
PLACE SURFACE SETTLEMENT MONITORING POINT AT
PIPE CENTERLINE AND 5-FEET EACH SIDE OF PIPE
CENTERLINE.
1
1
1
(E) GUARDRAIL
(E) FENCE
6650 SW BONITA RD
ODOT R/W
OD
O
T
R
/
W
LEGEND:
SURFACE SETTLEMENT MONITORING POINT.
SEE DETAIL 6 0N SHEET 6-C-11.
(N) TCE FOR
RAMMING
OPERATION
STA: 28+10.00
TEST STATION
3
6-CP-01
ST
A
:
2
8
+
7
6
.
4
5
6650 SW
BONITA RD
MILE POINT 291.81
(C/L 1-5 & C/L SW BONITA RD)
1-5 STA: 118+20.84
MILE POINT 291.80
1-5 STA: 118+92.84
1 2'67/&$6,1*
:,7+&$55,(53,3(
SURFACE SETTLEMENT
MONITORING POINT (TYP) 4
GUY TO POLE
TCE FOR RAMMING
OPERATIONS
2
3
4
RA
M
M
I
N
G
P
I
T
5
6-C-10
TRENCHLESS CROSSING (PIPE RAMMING)
2
3
1
6-C-09
RECORD DRAWINGS
1 ):3 3= 1 ):3 3=
WA WA WA
WA
WA
WA
WA
WA WA
TCE TCE TCE
STORM WATER
FACILITY
2 1E 07BC
TAX LOT 5401
2 1E 07BC
TAX LOT 1000
24"
16"
31+00
32+00
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
-
C
-
0
5
S
T
A
:
3
0
+
4
0
KFWP-46
P66 P67
P68 P69 P70 P71
P72
STA:31+49.09
END 42" STL CASING
STA:32+22.16
24"x16" ECC RED
STA:31+51.00
'()/(&7,21
N 645409.68
E 7626097.88 STA:32+39.83
16"x24" ECC RED
STA:32+46.38
CONNECT TO (E) 16" W
N 645416.82
E 7626192.99
PLAN
PROFILE
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-06
12
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 30+40.00 TO 32+41.50 (PZ-320)
BONITA ROAD
TRENCH TYPE C
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
0
5
30
+
4
0
SW BONITA RD
SW
B
A
N
G
Y
R
D
I-
5
N
O
R
T
H
BO
U
N
D
L
A
N
E
S
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
2
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
6
.
d
w
g
119101620-6-C-06
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01 .
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORING KFWP-46 PER KLEINFELDER, JANUARY 2014.
(N) 42" STL
CASING
WITH (N) 24"
CARRIER PIPE
(E) 36" STL CASING
SEE SHEET 6-C-08
(E) 24" W
(E) 24" W
SW BONITA RD
OVERPASS
INLET PROTECTION
TYPE 5
SILT FENCE
4
6-EC-05
2
6-EC-05
TCE FOR RECEIVING
OPERATIONS
REMOVE (E) VAULTS
CONSTRUCTION NOTES :
PROTECT (E) TREES
PROVIDE MANUFACTURER'S MINIMUM LAY LENGTH BETWEEN
FITTINGS.
REMOVE (E) 16" W AS REQUIRED TO FACILITATE
INSTALLATION OF (N) 24" FWP. INSTALL RESTRAINED CAP.
PROTECT EXISTING RETAINING WALL.
RESTORE CURB AND SIDEWALK TO PRE-CONSTRUCTION
CONDITION IN ACCORDANCE WITH CITY OF LAKE OSWEGO
REQUIREMENTS.
1
OD
O
T
R
/
W
O
D
O
T
R
/
W
ODOT R/W
1 1
1
1
1
LEGEND:
SURFACE SETTLEMENT MONITORING POINT.
SEE DETAIL 6 0N SHEET 6-C-11 .
(E) 1" IRR SERVICE
2
3
3
2
ST
A
:
3
1
+
4
9
.
0
9
ST
A
:
3
2
+
3
9
.
7
3
(E) BLOCK
RETAINING WALL
STUMP
4
4
4
1
5
5
TRENCHLESS CROSSING (PIPE RAMMING)
(N) 24" FWP SEE
SHEET 6-C-08
RECORD DRAWINGS
1
1" SAMPLE
STATION
2
1
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
TCE TCE
TCE TCE
TS
IE 24"=156.39
IE 12"=158.48
2S 1 12AD
TAX LOT 1200
2S 1 12AD
TAX LOT 200
2S 1 12AD
TAX LOT 300
8"
24"
16"
24"
8
"
16"
12"
1+00
1+50 2+00
2+50
STA:1+01.42
%(1'
'()/(&7,21
STA:1+35.82
%(1'
'()/(&7,21
BPS-1
BPS-2
P51
P52
P53
P54
P55
P56 P58
P73
P74
P75
P76
STA:2+03.08
%(1'
'()/(&7,21
STA:2+75.67
%(1'
'()/(&7,21
STA: 1+00.00
CONNECT TO (E) 24" W WITH
5(675$,1('%(1'
STA: 2+77.17
CONNE4CT TO (E) 24" W WITH
5(675$,1('%(1'
WA
WA
WA
WA
WA
WA
WA
TCE TCE TCE
TCE TCE TCE
TS
2S 1 12AD
TAX LOT 1200
2S 1 12AD
TAX LOT 200
2S 1 12AD
TAX LOT 300
2S 1 12AD
TAX LOT 1200
8"
16"
24"
8
"
12"
BPS-1
P51
P52
P53
P54
P55
P56
P57
P58
DEMOLITION NOTES :
1.COORDINATE REMOVAL OF ELECTRIC SERVICE WITH
PGE.
2.PGE TO REMOVE THE FOLLOWING. 4" CONDUIT AND
PRIMARY WIRE TO THE TRANSFORMER, THE
SECONDARY SERVICE WIRE BETWEEN THE
TRANSFORMER AND THE CURRENT TRANSFORMER (CT)
CAN, THREE BAR CTS, TERMINAL METER AND TEST
SWITCH.
3.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL
OTHER ITEMS.
4.GRADE SITE TO PRE-CONSTRUCTION GRADES.
5.PLUG ALL CUT PIPES WITH CONCRETE.
PLAN
PROFILE
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-07
13
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 1+00.00 TO 2+77.17
BONITA PUMP STATION
TRENCH TYPE C
SW BONITA RD
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
3
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
7
.
d
w
g
119101620-6-C-07
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
BONITA PUMP STATION
DEMOLITION PLAN
0
1"=20'
10 20 30
SW BONITA RD
CURB TO REMAIN
PUMP STA TRANSFORMER
TO REMAIN
POWER POLE TO REMAIN
REMOVE PANEL
AND POSTS
REMOVE FENCE
REMOVE CONTROL
PANEL AND POSTS
REMOVE PUMP STATION IN ITS ENTIRETY.
SEE REFERENCE DRAWING IN THE
APPENDIX TO THE SPECIFICATIONS.
REMOVE
ARBORVITAE TREES
(TYP)
(E) 16" W TO BE
ABANDONED IN
PLACE
(E) 16" W TO BE
ABANDONED IN
PLACE
16" W TO BE ABANDONED
(E) BPS
SEDIMENT
FENCE
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01.
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORINGS BPS-1 AND BPS-2 PER GEODESIGN FEBRUARY
2011.
CONSTRUCTION NOTES :
RESTORE DISTURBED LANDSCAPED AREA TO
PRE-CONSTRUCTION CONDITION AFTER CONSTRUCTION
HAS BEEN COMPLETED AND ACCEPTED. SEEDING SHALL
BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SPECIFICATION 02900.
PROTECT AND MAINTAIN (E) 8" WATER SERVICE DURING
CONSTRUCTION.
REMOVE (E) VALVE. ABANDON AND REMOVE CONNECTION
)520 1 ):372 ( :35,2572$&7,9$7,1* 1
):3
1
2
1
2
2
6-EC-05
ODOT R/W
OD
O
T
R
/
W
ODOT R/W
ODOT R/W
SEDIMENT FENCE 2
6-EC-05
ST
A
:
1
+
0
0
.
0
0
ST
A
:
2
+
7
7
.
1
7
3
3
3
ODOT R/W
CUT (E) 16 LINE AT (E)
16" x 8" TEE. INSTALL
16" MJ END CAP WITH
RETRAINTS AND
THRUST BLOCK.
(E) CONNECTION BETWEEN (E) 16"W AND
(E) 24"W TO BE ABANDONED IN PLACE
WITH UNRESTRAINED MJ END CAPS
35,2572$&7,9$7,1* 1 ):3
RECORD DRAWINGS
2 1E 07BC
TAX LOT 5401
24"
16"
1 ):3 3=
WA WA
WAWA
WA WA
TCE
TCE
WA WA WA
WA
WA
WA
WA
WA WA
TCE TCE TCE
T
C
E
5+15
1+00
2+00 3+00 4+00 5+00
STA:1+15.66
%(1'
'()/(&7,21
CONNECT TO (E) 24" W
W/ 24" RESTRAINED FC
STA:1+25.61
%(1'
'()/(&7,21
STA:4+44.57
%(1'
'()/(&7,21
STA: 4+13.54
END 42" STL CASING
STA: 5+00.92
CONNECT TO
(E) 24" WITH
RESTRAINED FC
KF
W
P
-
5
5
KFWP-46
P62
P63
P64 P66 P67
P68 P69 P70 P71
P72
40
'
STA:1+50.96
24" BFV
STA:1+55.96
CONNECT TO (E) 24" W
STA:4+50.00
%(1'
'()/(&7,21
STA:4+38.57
CONNECT TO
(E) 24" W STA:4+94.59
%)9
STA:4+55.67
%(1'
'()/(&7,21
PLAN
PROFILE
0
1"=20'
10 20 30
0
1"=20' HORIZ.
10 20 30 0
VERT 1"=5'
54213
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-08
14
CIVIL
40
AS SHOWNFINISHED WATER PLAN AND
PROFILE AND FINAL GRADING PLAN
STA 1+00.00 TO 5+01.29
INTERSTATE 5 TO BANGY ROAD
TRENCH TYPE C
SW BONITA RD OVERPASS
SW
B
A
N
G
Y
R
D
I-5 NORTH BOUND LANES
SW BONITA RD
I-5 SOUTH BOUND LANES
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
4
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
8
.
d
w
g
119101620-6-C-08
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
GENERAL NOTES :
1.ALL (N) PIPE AND FITTINGS ARE CLASS 52 DUCTILE IRON
WITH RESTRAINED JOINTS.
2.ALL JOINTS SHALL BE BONDED. SEE DETAIL 1 ON SHEET
6-CP-01 .
3.SEE SHEET 6-C-12 FOR TRENCH DETAILS.
4.BORINGS KFWP-46 AND KFWP-55 PER KLEINFELDEN,
JANUARY 2014.
CONSTRUCTION NOTES :
CONTRACTOR TO DETERMINE DIMENSIONS OF RAMMING
AND RECEIVING PITS WITHIN THE APPROXIMATE LIMITS
SHOWN.
PLACE SURFACE SETTLEMENT MONITORING POINT AT PIPE
CENTERLINE AND 5-FEET EACH SIDE OF PIPE CENTERLINE.
PROTECT POWER POLE DURING CONSTRUCTION.
RESTORE DISTURBED LANDSCAPED AREA TO
PRE-CONSTRUCTION CONDITION AFTER CONSTRUCTION
HAS BEEN COMPLETED AND ACCEPTED. SEEDING SHALL BE
IN ACCORDANCE WITH THE REQUIREMENTS OF
SPECIFICATION 02900.
PROTECT (E) TREES.
NOT USED.
PROTECT EXISTING CURB WITHIN TCE.
NOT USED.
RESTORE CURB AND SIDEWALK TO PRE-CONSTRUCTION
CONDITION IN ACCORDANCE WITH CITY OF LAKE OSWEGO
REQUIREMENTS.
1
1 2'67/&$6,1*
:,7+&$55,(53,3(
SEE SHEET 6-C-05
( 67/&$6,1*
:,7+&$55,(53,3(
(N) 24" FWP SEE
SHEET 6-C-06
SEDIMENT
FENCE
INLET PROTECTION
TYPE 5
(N) 24" FWP SEE
SHEET 6-C-05
TRENCH TYPE C
2
(E) FENCE
OD
O
T
R
/
W
O
D
O
T
R
/
W
ODOT R/W
GUY TO POLE
3
1
(E) GUARDRAIL
3
4
(N) TCE FOR RECEIVING
OPERATIONS
5
5
5
5
5
5
5
5
2
6-EC-054
6-EC-05
ST
A
:
1
+
2
5
.
6
6
ST
A
:
1
+
5
5
.
9
6
ST
A
:
4
+
3
8
.
5
7
ST
A
:
5
+
0
1
.
2
9
5
6
4
7
7
9
'
MILE POINT 291.81
(C/L 1-5 & C/L SW BONITA RD)
1-5 STA: 118+20.84
MILE POINT 291.82
1-5 STA: 118+92.84
(E) STUMP
1
8
9
9
2
6-C-10
RECORD DRAWINGS
1" SAMPLE
STATION
6"
G
A
T
E
V
A
L
V
E
MJ
x
F
L
G
%
(
1
'
)
/
*
TH
R
U
S
T
B
L
O
C
K
LI
N
E
S
I
Z
E
M
J
TE
E
x
6
"
F
L
G
RO
T
A
T
E
D
'2
:
1
%
(
1
'
0
-
WI
T
H
J
O
I
N
T
RE
S
T
R
A
I
N
T
CO
N
C
R
E
T
E
PI
E
R
B
L
O
C
K
JO
I
N
T
R
E
S
T
R
A
I
N
T
6"
P
L
A
I
N
E
N
D
BY
F
L
G
D
I
SP
O
O
L
6"
D
I
S
P
O
O
L
6"
B
L
I
N
D
FL
A
N
G
E
MJ
R
E
T
A
I
N
E
R
GL
A
N
D
W
I
T
H
SE
T
S
C
R
E
W
S
LE
N
G
T
H
VA
R
I
E
S
3,
0
0
0
P
S
I
CO
N
C
R
E
T
E
TY
P
ME
T
E
R
B
O
X
SE
E
N
O
T
E
S
1
&
2
6"
12
"
12
"
EX
I
S
T
I
N
G
C
U
R
B
A
N
D
GU
T
T
E
R
,
I
F
A
P
P
L
I
C
A
B
L
E
NO
T
E
S
:
1.
US
E
Q
U
A
Z
I
T
E
1
7
"
x
3
0
"
P
G
S
T
Y
L
E
W
I
T
H
T
I
E
R
2
2
S
O
L
I
D
L
I
D
FO
R
S
I
D
E
W
A
L
K
A
P
P
L
I
C
A
T
I
O
N
W
I
T
H
S
A
F
E
T
Y
F
A
C
T
O
R
F
O
R
NO
N
-
D
E
L
I
B
E
R
A
T
E
V
E
H
I
C
U
L
A
R
T
R
A
F
F
I
C
.
2.
US
E
A
A
S
H
T
O
H
-
2
0
R
A
T
E
D
F
O
R
R
O
A
D
W
A
Y
A
P
P
L
I
C
A
T
I
O
N
.
A A SECTION A-A2' MAX (TYP EACH END)CASING INSULATOR SPACING PER MFG RECOMMENDATION CASING INSULATORS W/ PLASTIC SKIDS.CARRIER PIPESTEEL CASING,SEE NOTE 1 12" TYP PULL-ON STYLE CASING SEAL W/2- STAINLESS STEEL BANDS (TYP EACH END)2" MAX CLEARANCE AT TOP BETWEEN CASING SPACERS & TOP OF CASING STEEL CASING CASING INSULATOR W/SKIDS CARRIER PIPE 2" MIN CLEARANCE BETWEEN CASING & CARRIER PIPE BELLS & APPURTENANCES CASING NOTES:1. SEE SPECIFICATIONS FOR CASING REQUIREMENTS.PROVIDE ANNULAR SPACE GROUTING IN ACCORDANCE WITH SPECIFICATION 03610
(E
)
6
"
W
T
O
B
E
AB
A
N
D
O
N
E
D
IN
P
L
A
C
E
6"
M
J
E
N
D
C
A
P
(U
N
R
E
S
T
R
A
I
N
E
D
)
RE
M
O
V
E
(
E
)
6
"
VA
L
V
E
A
N
D
T
E
E
(E
)
6
"
W
T
O
B
E
R
E
M
O
V
E
D
AS
R
E
Q
U
I
R
E
D
CO
N
N
E
C
T
(
N
)
6
"
W
TO
(
E
)
6
"
W
W
I
T
H
F
C
(E
)
2
4
"
W
(E
)
2
4
"
x
1
6
"
R
E
D
TO
B
E
R
E
M
A
I
N
(E
)
1
6
"
W
Y
E
T
O
R
E
M
A
I
N
(E
)
1
6
"
W
(E
)
2
4
"
W
T
O
B
E
AB
A
N
D
O
N
E
D
I
N
PL
A
C
E
P
R
I
O
R
TO
A
C
T
I
V
A
T
I
N
G
1
)
:
3
(E
)
1
6
"
W
(E
)
V
A
L
V
E
T
O
R
E
M
A
I
N
OP
E
R
A
B
L
E
,
B
U
T
C
L
O
S
E
D
,
OW
N
E
R
T
O
P
L
A
C
E
A
"
D
O
NO
T
O
P
E
N
"
T
A
G
I
N
T
H
E
C
A
N
1
)
:
3
1
)
:
3
3
=
1
0
-
%
(
1
'
WI
T
H
4
.
0
S
Q
F
T
TH
R
U
S
T
B
L
O
C
K
3'
S
P
O
O
L
6
"
D
I
TR
E
N
C
H
W
A
L
L
1
'
M
I
N
A A
SE
C
T
I
O
N
A
A
(E
)
2
4
"
W
(E
)
1
6
"
W
1
0
-
[
3
(
%
(
1
'
1
0
-
%
(
1
'
CO
N
N
E
C
T
T
O
(
E
)
2
4
"
W
(N
)
2
4
"
S
P
O
O
L
(N
)
3
0
"
F
W
P
(N
)
2
4
"
F
W
P
(E
)
G
R
A
D
E
(E) 16" W
1
0
-
%
(
1
'
CO
N
N
E
C
T
T
O
(
E
)
2
4
"
W
(N
)
3
0
"
x
2
4
"
F
L
G
T
E
E
(E
)
6
"
W
(N
)
2
4
"
F
L
G
B
F
V
(N
)
2
4
"
F
L
G
x
M
J
A
D
A
P
T
E
R
1
0
-
[
3
(
%
(
1
'
24
"
S
P
O
O
L
(N
)
3
0
"
F
L
G
x
M
J
A
D
A
P
T
E
R
(N
)
3
0
"
x
2
4
"
F
L
G
T
E
E
(N
)
3
0
"
x
2
4
"
F
L
G
R
E
D
(N
)
2
4
"
F
L
G
B
F
V
(N
)
2
4
"
F
L
G
x
M
J
A
D
A
P
T
E
R
(N
)
2
4
"
F
L
G
x
M
J
A
D
A
P
T
E
R
(N
)
2
4
"
F
L
G
B
F
V
(E
)
2
4
"
W
T
O
B
E
AB
A
N
D
O
N
E
D
I
N
P
L
A
C
E
PR
I
O
R
T
O
A
C
T
I
V
A
T
I
N
G
1
)
:
3
NO
T
E
:
R
E
S
T
R
A
I
N
A
L
L
F
I
T
T
I
N
G
S
4.69'3.77'
PO
W
E
R
D
U
C
T
S
S
E
E
P
O
T
H
O
L
E
1
9
O
N
SH
E
E
T
6-
G
-
0
6
F
O
R
Q
U
A
N
T
I
T
Y
A
N
D
S
I
Z
E
1
RE
S
T
R
A
I
N
E
D
MJ
E
N
D
C
A
P
(E) 16" W THRUST BLOCK SEE(N) 16"x6" VERTICAL TAP (E) 6" W(N) 6" FLGxMJ GATE VALVE (E) 16" W
(E
)
6
"
W
30
"
F
W
P
3
0
"
x
6
"
MJ
x
F
L
G
T
E
E
(E
)
2
4
"
W
(
E
)
E
L
E
C
B
A
N
K
0
-
BE
N
D
(E
)
S
I
D
E
W
A
L
K
2-
6
"
C
O
N
D
U
I
T
S
1-
4
"
C
O
N
D
U
I
T
1-
3
"
C
O
N
D
U
I
T
1
2
"
M
I
N
6"
D
I
%
(
1
'
(E
)
G
U
T
T
E
R
RO
U
T
E
V
E
N
T
A
N
D
P
I
P
E
AR
O
U
N
D
G
E
O
T
E
X
T
I
L
E
FA
B
R
I
C
A
S
N
E
E
D
E
D
(E
)
6
"
W
(E) 24" W(E) ELEC BANK
(E
)
1
6
"
W
(E) 24" SS
24
"
F
W
P
2
4
"
x
6
"
M
J
x
F
L
G
T
E
E
W/
6
"
x
4
"
F
L
G
'
D
R
E
D
U
C
E
R
(E
)
S
I
D
E
W
A
L
K
2-6" COMDUITS 1-4" CONDUIT 1-3" CONDUIT
4"
D
I
%(1'
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
0
9
.
d
w
g
119101620-6-C-09
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-C-09 15CIVIL 40AS SHOWN PIPELINE DETAILS
NO
T
T
O
S
C
A
L
E
6-
C
-
0
9
1
DR
A
I
N
D
E
T
A
I
L
6-C-094STEEL CASING DETAIL NOT TO SCALE
NO
T
T
O
S
C
A
L
E
6-
C
-
0
9
5
CO
N
N
E
C
T
I
O
N
1
1
6-
C
-
1
0
6-
C
-
0
9
6
CO
N
N
E
C
T
I
O
N
2
NO
T
T
O
S
C
A
L
E
6-C-097HYDRANT CONNECTION NOT TO SCALE
PA
Y
L
I
M
I
T
S
4 6-C-10
6-
C
-
0
9
A
6-
I
N
C
H
C
A
V
N
O
1
-
S
E
C
T
I
O
N
6-C-09B
4-
I
N
C
H
C
A
V
N
O
2
-
S
E
C
T
I
O
N
1/
4
"
=
1
'
-
0
"
3
0
6
1/
4
"
=
1
'
-
0
"
3
0
6
64
S
Q
F
T
T
H
R
U
S
T
BL
O
C
K
P
E
R
C
I
T
Y
O
F
TI
G
A
R
D
S
T
D
D
W
G
5
6
0
IN
S
T
A
L
L
2
"
B
L
O
W
-
O
F
F
PE
R
C
I
T
Y
O
F
T
I
G
A
R
D
ST
D
D
W
G
5
7
0
RECORD DRAWINGS
3
6-
C
-
1
0
8"
MI
N
VA
L
V
E
B
O
X
1
0
"
M
I
N
V
A
R
I
E
S
19
"
A
B
O
V
E
TO
P
O
F
B
O
X
12
"
M
I
N
CO
M
B
I
N
A
T
I
O
N
A
R
V
,
FL
A
N
G
E
D
F
T
G
S
,
SI
Z
E
P
E
R
P
L
A
N
DI
P
P
I
P
E
A
N
D
FI
T
T
I
N
G
S
6"
M
I
N
,
(
T
Y
P
)
SC
H
E
D
4
0
W
E
L
D
E
D
S
T
E
E
L
P
I
P
E
VE
N
T
,
H
O
T
D
I
P
G
A
L
V
.
S
T
E
E
L
P
I
P
E
AF
T
E
R
F
A
B
R
I
C
A
T
I
O
N
.
L
O
C
A
T
E
I
N
FI
E
L
D
A
S
D
I
R
E
C
T
E
D
B
T
E
N
G
I
N
E
E
R
SS
W
I
R
E
M
E
S
H
,
1
/
2
"
S
Q
.
X
1
2
G
A
.
BE
T
W
E
E
N
T
W
O
F
L
A
N
G
E
R
I
N
G
S
PR
O
V
I
D
E
F
L
A
N
G
E
D
CO
N
N
E
C
T
I
O
N
W
/
BR
E
A
K
-
A
W
A
Y
B
O
L
T
S
2
'
-
0
"
DR
A
I
N
R
O
C
K
2"
D
R
A
I
N
FI
N
I
S
H
E
D
GR
A
D
E
GA
T
E
VA
L
V
E
FL
G
x
F
L
G
E
L
B
O
W
BA
S
E
E
L
L
TY
P
W
A
L
L
PE
N
E
T
R
A
T
I
O
N
,
SE
E
D
E
T
A
I
L
SL
O
P
E
UP
1
%
CO
N
C
R
E
T
E
AN
C
H
O
R
S
RE
S
T
R
A
I
N
E
D
F
C
A
IN
S
U
L
A
T
I
N
G
FL
A
N
G
E
1
6-
C
-
1
0
2'
x
2
'
x
6
"
CO
N
C
R
E
T
E
R
I
N
G
WI
T
H
1
#
4
H
O
O
P
FI
N
I
S
H
E
D
W
A
T
E
R
PI
P
E
L
I
N
E
SU
R
G
E
C
H
E
C
K
V
A
L
V
E
DE
Z
U
R
I
K
/
A
P
C
O
M
O
D
E
L
CS
V
-
1
6
0
0
O
R
A
P
P
R
O
V
E
D
EQ
U
A
L
S
I
Z
E
T
O
M
A
T
C
H
CO
M
B
I
N
A
T
I
O
N
A
R
V
60
"
F
L
A
T
T
O
P
M
H
W
I
T
H
30
"
F
R
A
M
E
A
N
D
C
O
V
E
R
(C
W
S
S
T
D
D
W
G
'
S
1
6
0
&
1
2
0
)
SP
O
O
L
P
I
E
C
E
,
L
E
N
G
T
H
A
S
NE
E
D
E
D
T
O
C
L
E
A
R
C
A
V
BO
L
T
S
,
N
U
T
S
,
W
A
S
H
E
R
S
,
SL
E
E
V
E
M
A
Y
B
E
O
M
I
T
T
E
D
IF
H
O
L
E
I
S
C
O
R
E
D
R
I
L
L
E
D
,
OR
S
T
A
I
N
L
E
S
S
S
T
E
E
L
SH
A
L
L
B
E
B
R
O
N
Z
E
DR
Y
S
I
D
E
O
F
W
A
L
L
TI
G
H
T
E
N
B
O
L
T
S
F
R
O
M
LI
N
K
T
Y
P
E
W
A
L
L
S
E
A
L
DI
P
G
A
L
V
A
N
I
Z
E
A
F
T
E
R
F
A
B
R
I
C
A
T
I
O
N
1/
4
"
M
I
N
.
W
A
L
L
T
H
I
C
K
N
E
S
S
.
H
O
T
WA
L
L
.
F
A
B
R
I
C
A
T
E
O
F
P
I
P
E
W
I
T
H
TY
P
I
C
A
L
S
L
E
E
V
E
C
A
S
T
I
N
EX
C
E
E
D
S
1
"
WI
D
T
H
W
H
E
R
E
W
I
D
T
H
TH
I
C
K
N
E
S
S
1
/
2
"
O
R
1
/
2
2
P
A
R
T
C
O
M
P
O
U
N
D
,
M
I
N
.
PO
L
Y
U
R
E
T
H
A
N
E
S
E
A
L
A
N
T
,
SI
D
E
O
F
W
A
L
L
O
R
S
L
A
B
EA
R
T
H
O
R
W
A
T
E
R
SQ
U
A
R
E
P
L
A
T
E
W
/
C
E
N
T
E
R
H
O
L
E
)
1/
4
"
T
H
I
C
K
P
L
A
T
E
(
M
A
Y
B
E
PA
C
K
E
D
O
A
K
U
M
DR
Y
P
A
C
K
C
O
N
C
R
E
T
E
M
O
R
T
A
R
TH
R
O
U
G
H
W
A
L
L
PI
P
E
P
A
S
S
I
N
G
CO
N
C
R
E
T
E
W
A
L
L
O
R
S
L
A
B
DR
Y
S
I
D
E
O
F
W
A
L
L
OR
S
L
A
B
NOTE: PIPE COATING NOT SHOWN.INSULATING GASKET INSULATING WASHER (TYP)STAINLESS STEEL NUT AND BOLT STAINLESS STEEL WASHER (TYP)VALVE OR FITTING BODYPIPE FLANGEINSULATINGSLEEVE
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
5
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
1
0
.
d
w
g
119101620-6-C-10
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-C-10 16CIVIL 40AS SHOWN CITY OF TIGARD STANDARD DETAILS - WATER
C
I
T
Y
O
F
T
I
G
A
R
D
S
T
D
D
W
G
5
0
3
NO
T
T
O
S
C
A
L
E
6-
C
-
1
0
1
TY
P
I
C
A
L
G
A
T
E
V
A
L
V
E
6-C-103
OP
E
R
A
T
I
N
G
N
U
T
E
X
T
E
N
S
I
O
N
6-C-104STANDARD THRUST BLOCK
6-
C
-
1
0
2
TY
P
I
C
A
L
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
C
I
T
Y
O
F
T
I
G
A
R
D
S
T
D
D
W
G
5
0
4
NO
T
T
O
S
C
A
L
E
C
I
T
Y
O
F
T
I
G
A
R
D
S
T
D
D
W
G
5
0
5
NO
T
T
O
S
C
A
L
E
CITY OF TIGARD STD DWG 560 NOT TO SCALE
ST
D
D
W
G
5
0
5
6-
C
-
1
0
5
CO
M
B
I
N
A
T
I
O
N
A
I
R
V
A
L
V
E
A
S
S
E
M
B
L
Y
NO
T
T
O
S
C
A
L
E
6-
C
-
1
0
6
WA
L
L
P
E
N
E
T
R
A
T
I
O
N
6-C-107INSULATING FLANGE
NO
T
T
O
S
C
A
L
E
NOT TO SCALE
RE
C
O
R
D
D
R
A
W
I
N
G
S
LEAD SLEEVE 1/2" SST EXPANSION ANCHOR WEDGE NUT HOLE DRILLED IN MASONRY OR CONCRETE1" LONG 1\2" SST ROUND HEAD BOLT NOTE:PK NAILS MAY BE USED FOR ASPHALT CONCRETE PAVEMENT SURFACESDEPTH OF PAVEMENT VARIESROUND TOP OF FIBERGLASS INNNER BAR CENTRALIZER AT 3"MAXIMUM SPACING NATIVE BACKFILL 3" PVC PIPE RISER1" DIA FIBERGLASS BAR EPOXY FIBERGLASS BAR TO TOP OF (E) UTILITY PIPE OR BURIED STRUCTURE (E) UTILITY PIPE OR BURIED STRUCTUREBOREHOLE6" DIA CAST IRON OR STEEL MONUMENT ENCLOSER GROUTED IN PLACESET MONUMENT COVER ASSEMBLY FLUSH WITH SURFACE NATIVE BACKFILLAC PAVEMENT PATCHING,MATCH EXISTING
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
6
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
1
1
.
d
w
g
119101620-6-C-11
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-C-11 17CIVIL 40AS SHOWN CITY OF TIGARD STANDARD DETAILS - STREET AND CAV ENLARGEMENT PLANS
6-
C
-
1
1
3
ST
A
N
D
A
R
D
S
I
D
E
W
A
L
K
6-
C
-
1
1
4
ST
A
N
D
A
R
D
C
U
R
B
NO
T
T
O
S
C
A
L
E
NO
T
T
O
S
C
A
L
E
6-C-115
CU
R
B
A
N
D
G
U
T
T
E
R
6-C-116SURFACE SETTLEMENT MONITORING POINT
NO
T
T
O
S
C
A
L
E
NOT TO SCALE
C
I
T
Y
O
F
T
I
G
A
R
D
S
T
D
D
W
G
1
2
0
C
I
T
Y
O
F
T
I
G
A
R
D
S
T
D
D
W
G
1
2
5
C
I
T
Y
O
F
T
I
G
A
R
D
S
T
D
D
W
G
1
2
6
6-
C
-
1
1
7
6-
I
N
C
H
C
A
V
N
O
1
E
N
L
A
R
G
E
M
E
N
T
SC
A
L
E
:
1
"
=
6
'
6-
C
-
1
1
8
6-
I
N
C
H
C
A
V
N
O
3
E
N
L
A
R
G
E
M
E
N
T
SC
A
L
E
:
1
"
=
1
0
'
5
6-
C
-
1
0
6-C-119UTILITY SETTLEMENT MONITORING POINT NOT TO SCALE RECORD DRAWINGS
SE
E
P
I
P
E
ZO
N
E
DE
T
A
I
L
S
FI
L
T
E
R
F
A
B
R
I
C
M
I
R
A
F
I
50
0
X
O
R
E
Q
U
A
L
OV
E
R
L
A
P
P
E
D
P
E
R
MA
N
U
F
A
C
T
U
R
E
'
S
RE
Q
U
I
R
E
M
E
N
T
S
/
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
1'
-
0
"
TY
P
FOUNDATION STABILIZATION MATERIAL
AS
D
I
R
E
C
T
E
D
BY
E
N
G
I
N
E
E
R
2
6-
C
-
1
2
SEE TRENCH SECTIONS FWP 1'-0"1'-0"TYPCDF16-C-12 6"
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-C-12 18CIVIL 40AS SHOWN TRENCH SECTIONS
6-
C
-
1
2
1
TR
E
N
C
H
S
E
C
T
I
O
N
S
6-C-122
GR
A
N
U
L
A
R
P
I
P
E
Z
O
N
E
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
NO
T
T
O
S
C
A
L
E
6-C-124
TR
E
N
C
H
B
O
T
T
O
M
S
T
A
B
I
L
I
Z
A
T
I
O
N
NO
T
T
O
S
C
A
L
E
6-C-123CDF PIPE ZONE DETAIL NOT TO SCALE
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
6
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
1
2
.
d
w
g
119101620-6-C-12
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
RE
C
O
R
D
D
R
A
W
I
N
G
S
W W W W W W W W W W W W
25"
DWY
DWYDWYDWY
DWY
DWY DWY DWY
DWY
2S 1 12AC
TAX LOT 100
2S 1 12AC
TAX LOT 200
2S 1 12AC
TAX LOT
2700
2S 1 12AC
TAX LOT 2600
2S 1 12AB
TAX LOT 1300
2S 1 12AB
TAX LOT 1200
2S 1 12AB
TAX LOT 1100
10+00 11+00 12+00 13+00 14+00 15+00
PLAN0
1"=20'
10 20 30
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-13
19
CIVIL
40
AS SHOWNGRIND AND OVERLAY PLANS
STA 4+91.12 TO STA15+10.00
SW BONITA RD
S
W
7
4
T
H
A
V
E
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
7
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
1
3
.
d
w
g
119101620-6-C-13
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
PLAN0
1"=20'
10 20 30
SW BONITA RD
1 ):3 3=
1 ):3 3= 1 ):3 3=
1 ):3 3=
MA
T
C
H
L
I
N
E
S
T
A
10
+
0
0
SE
E
U
P
P
E
R
R
I
G
H
T
MA
T
C
H
L
I
N
E
S
T
A
SE
E
S
H
E
E
T
6-
C
-
1
4
15
+
1
0
MA
T
C
H
L
I
N
E
S
T
A
SE
E
L
O
W
E
R
L
E
F
T
10
+
0
0
7333 SW BONITA RD7455 SW BONITA RD
7440 SW BONITA RD
7235 SW BONITA RD7220 SW BONITA RD
7333 SW BONITA RD
7320 SW BONITA RD
7360 SW BONITA RD
7340 SW BONITA RD
17010 SW BONITA RD
GENERAL NOTES :
1.LIMITS OF OVERLAY SHOWN IS APPROXIMATE. ACTUAL
LIMIT OF OVERLAY SHALL INCLUDE PAVEMENT DAMAGED
BY CONTRACTORS OPERATIONS AND SHALL EXTEND FOR
A FULL LANE WIDTH.
RECORD DRAWINGS
2S 1 12AA
TAX LOT 500
2S 1 12AD
TAX LOT 501
2S 1 12AC
TAX LOT 101
2S 1 12AB
TAX LOT 1000
DWY
2S 1 12AC
TAX LOT 100
15+00 16+00 17+00 18+00 19+00
20+00
STA: 19+00.83-3.25 RT
BEGIN 1.5' CURB
N 645510.89
E 7624889.98
POC
N 645510.37
E 7624947.28
STA: 20+06.60-4.14 RT
POT
N 645513.93
E 7624993.94
57.30'
R=275.00'
L=46.86'
'
21.15'
PLAN0
1"=20'
10 20 30
AME
BRM
TRM
SEL
ELH
SCHEDULE 6
6-C-14
20
CIVIL
40
AS SHOWNGRIND AND OVERLAY PLANS
STA 15+10.00 TO STA 25+00
SW BONITA RD
SW
7
2
N
D
A
V
E
A B C D E F G H I J K L M N O P
10
9
8
7
6
5
2
1
10
9
8
7
6
5
4
3
C G H I J K L M N O P
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
DRAWN:
CHECKED:
APPROVED:
A
DESIGNED:
CHECKED:
B
1191016.20
DD E
PL
O
T
D
A
T
E
:
Ja
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
8
A
M
U
S
E
R
:
St
a
n
L
FI
L
E
:
P:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
-
1
4
.
d
w
g
119101620-6-C-14
REV.
REVISIONS
DESCRIPTION BY APP.
F
OF
Kennedy/Jenks Consultants
200 SW MARKET, SUITE 500, PORTLAND OREGON 97201
THIS DRAWING WAS ORIGINALLY
SEALED BY AARON EDER, A
REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF
OREGON, No. 62653
PLAN0
1"=20'
10 20 30
SW BONITA
R
D
ODOT R
/
W
O
D
O
T
R
/
W
S
W
S
E
Q
U
O
I
A
P
K
W
Y
ODOT
R
/
W
14600 SW 72ND AVE
14529 SW 72ND AVE
7225 SW BONITA RD
2
0
+
2
0
S
E
E
U
P
P
E
R
R
I
G
H
T
MA
T
C
H
L
I
N
E
S
T
A
SE
E
L
O
W
E
R
L
E
F
T
20
+
2
0
MA
T
C
H
L
I
N
E
S
T
A
15
+
1
0
SE
E
S
H
E
E
T
6-
C
-
1
3
6750 SW
BONITA RD
6650 SW
BONITA RD
1 ):3 3=
1 ):3 3=
1 ):
3
3
=
1 ):3
3
=
GENERAL NOTES :
1.LIMITS OF OVERLAY SHOWN IS APPROXIMATE. ACTUAL
LIMIT OF OVERLAY SHALL INCLUDE PAVEMENT DAMAGED
BY CONTRACTORS OPERATIONS AND SHALL EXTEND FOR
A FULL LANE WIDTH.
1
CONSTRUCTION NOTES :
REPLACE CURB IN KIND.
1
STOP SIGN
RECORD DRAWINGS
PU
S
H
-
O
N
P
I
P
E
J
O
I
N
T
WE
L
D
C
A
P
,
T
Y
P
NO
T
E
S
:
1.
NU
M
B
E
R
O
F
J
O
I
N
T
B
O
N
D
S
A
T
E
A
C
H
J
O
I
N
T
A
S
S
P
E
C
I
F
I
E
D
(
M
I
N
.
2
W
I
R
E
S
)
.
2.
WE
L
D
C
A
P
,
T
Y
P
BO
L
T
E
D
O
R
M
E
C
H
A
N
I
C
A
L
JO
I
N
T
B
O
N
D
3.
AT
T
A
C
H
T
H
E
R
M
I
T
E
W
E
L
D
T
O
S
T
U
D
O
R
W
E
L
D
B
A
S
E
P
L
A
T
E
I
F
P
R
O
V
I
D
E
D
.
#2
A
W
G
S
T
R
A
N
D
E
D
C
O
P
P
E
R
W
I
R
E
W/
H
M
W
P
E
I
N
S
U
L
A
T
I
O
N
O
R
I
N
S
U
L
A
T
E
D
BO
N
D
S
T
R
A
P
#2
A
W
G
S
T
R
A
N
D
E
D
C
O
P
P
E
R
W
I
R
E
W/
H
M
W
P
E
I
N
S
U
L
A
T
I
O
N
O
R
I
N
S
U
L
A
T
E
D
BO
N
D
S
T
R
A
P
PR
E
F
A
B
R
I
C
A
T
E
D
PR
E
F
A
B
R
I
C
A
T
E
D
ST
A
N
D
A
R
D
P
U
S
H
-
O
N
&
M
E
C
H
A
N
I
C
A
L
J
O
I
N
T
S
H
O
W
N
,
T
Y
P
.
O
F
A
L
L
J
O
I
N
T
T
Y
P
E
S
IN
C
L
U
D
I
N
G
R
E
S
T
R
A
I
N
E
D
M
E
C
H
A
N
I
C
A
L
J
O
I
N
T
S
A
N
D
T
R
-
F
L
E
X
T
Y
P
E
R
E
S
T
R
A
I
N
E
D
JO
I
N
T
S
(
L
O
C
K
I
N
G
S
E
G
M
E
N
T
S
A
N
D
O
R
G
R
I
P
R
I
N
G
S
)
.
MA
S
T
I
C
C
O
A
T
IN
S
U
L
A
T
E
D
#1
2
A
W
G
CO
P
P
E
R
W
I
R
E
TH
E
R
M
I
T
E
W
E
L
D
A
N
D
W
I
R
E
CO
N
N
E
C
T
I
O
N
,
T
Y
P
,
S
E
E
TH
E
R
M
I
T
E
W
E
L
D
A
N
D
W
I
R
E
CO
N
N
E
C
T
I
O
N
,
T
Y
P
,
S
E
E
ST
A
R
T
I
N
G
P
O
W
D
E
R
WE
L
D
M
E
T
A
L
ME
T
A
L
D
I
S
K
TAP HOLE WELD CAVITY
WI
R
E
O
R
S
T
E
E
L
C
O
R
E
CO
P
P
E
R
S
L
E
E
V
E
TH
E
R
M
I
T
E
WE
L
D
CO
P
P
E
R
S
L
E
E
V
E
MA
S
T
I
C
'H
A
N
D
Y
C
A
P
'
1.
CL
E
A
N
W
E
L
D
A
R
E
A
T
O
B
R
I
G
H
T
M
E
T
A
L
.
2.
WE
L
D
C
A
B
L
E
T
O
P
I
P
E
U
S
I
N
G
'
C
A
D
W
E
L
D
'
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
E
X
O
T
H
E
R
M
I
C
W
E
L
D
.
3.
AD
A
P
T
E
R
S
L
E
E
V
E
R
E
Q
U
I
R
E
D
F
O
R
E
X
O
T
H
E
R
M
I
C
W
E
L
D
I
N
G
O
F
#
6
A
W
G
W
I
R
E
O
R
S
M
A
L
L
E
R
4.
NO
T
U
S
E
D
5.
CL
E
A
N
S
L
A
G
F
R
O
M
W
E
L
D
A
R
E
A
A
N
D
T
E
S
T
F
O
R
A
D
H
E
S
I
O
N
.
6.
IN
S
U
L
A
T
E
W
E
L
D
W
I
T
H
R
O
Y
S
T
O
N
H
A
N
D
Y
C
A
P
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
7.
AL
L
C
L
E
A
N
E
D
A
R
E
A
N
O
T
C
O
V
E
R
E
D
B
Y
H
A
N
D
Y
C
A
P
S
H
A
L
L
B
E
C
O
V
E
R
E
D
W
I
T
H
1
2
5
M
I
L
RO
Y
S
T
O
N
T
A
C
T
A
P
E
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
NO
T
E
S
:
REFERENCE ELECTRODE TERMINAL LOCATE 6" FROM OUTER EDGE OF PIPELINEREFERENCE ELECTRODE,0.01 OHM SHUNT PIPELINEWIRE CONNECTION,TYP, SEE#12 AWG INSULATED COPPER WIRES 2'-0" SQ NOTES:FINISH GRADECONCRETE SLAB6-INCH THICK TERMINAL BLOCK WIRE DIAGRAM TERMINAL BLOCK PROTECTED TO EXTEND 18" OUT OF TEST STATION. COIL WIRES IN TEST STATION.PROVIDE SUFFICIENT SLACK IN TEST WIRES TO ALLOW TERMINAL BLOCK COLOR CODE WIRES ACCORDING TO WIRE COLOR CODE 3.2.1.CONDUIT AND DETECTOR TAPE NOT SHOWN FOR CLARITY - SEE NOTE 3 ROUTE TEST STATION WIRES IN CONDUIT TO TERMINAL BLOCK WITH DETECTOR TAPE (SCH 80 PVC CONDUIT) (SIZE AS REQUIRED TO FIT ALL WIRES LOOSELY).PIPELINE COPPER BUS BARS (TYP 2)FLUSH MOUNTED TEST STATION (910 VALVE BOX)
A
B
C
D
E
F
G
H
I
J
K L M N O P
10 9 8 7 6 5
2 1109876543
C
G
H
I
J
K L M N O P
LI
N
E
I
S
2
I
N
C
H
E
S
AT
F
U
L
L
S
I
Z
E
(I
F
N
O
T
2
"
-
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
)
DR
A
W
N
:
CH
E
C
K
E
D
:
AP
P
R
O
V
E
D
:
A
DE
S
I
G
N
E
D
:
CH
E
C
K
E
D
:
B
1191016.20
D D
E
P
L
O
T
D
A
T
E
:
J
a
n
u
a
r
y
1
3
,
2
0
1
6
-
1
1
:
3
8
A
M
U
S
E
R
:
S
t
a
n
L
F
I
L
E
:
P
:
\
c
a
d
\
1
1
\
1
1
9
1
0
1
6
.
2
0
_
L
O
T
W
P
-
F
i
n
W
t
r
\
1
1
9
1
0
1
6
2
0
-
6
-
C
P
-
0
1
.
d
w
g
119101620-6-CP-01
RE
V
.
RE
V
I
S
I
O
N
S
DE
S
C
R
I
P
T
I
O
N
BY
AP
P
.
F
OF
Ke
n
n
e
d
y
/
J
e
n
k
s
C
o
n
s
u
l
t
a
n
t
s
20
0
S
W
M
A
R
K
E
T
,
S
U
I
T
E
5
0
0
,
P
O
R
T
L
A
N
D
O
R
E
G
O
N
9
7
2
0
1
TH
I
S
D
R
A
W
I
N
G
W
A
S
O
R
I
G
I
N
A
L
L
Y
SE
A
L
E
D
B
Y
A
A
R
O
N
E
D
E
R
,
A
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
I
N
T
H
E
S
T
A
T
E
O
F
OR
E
G
O
N
,
N
o
.
6
2
6
5
3
AM
E
BR
M
TR
M
SE
L
EL
H
SCHEDULE 6 6-CP-01 21CATHODIC PROTECTION 40AS SHOWN CATHODIC PROTECTION DETAILS
NO
T
T
O
S
C
A
L
E
NO
T
T
O
S
C
A
L
E
6-
C
P
-
0
1
1
JO
I
N
T
B
O
N
D
6-CP-012
TH
E
R
M
I
T
E
W
E
L
D
6-CP-013TEST STATION NOT TO SCALE
2
6-
C
P
-
0
1
2
6-
C
P
-
0
1
RE
C
O
R
D
D
R
A
W
I
N
G
S