CORV RD WATERLINE 2025-12-08 BID SET.pdf
PDF 39 MB Posted
- Solicitation number
- S-K12730-00015199
- Issued by
- Multnomah County, Oregon
About this file
This is a bid set document prepared by Keller Associates, Inc., for the City of Independence, Oregon, detailing the Corvallis Road Waterline Improvements project. The project involves the installation of new water infrastructure along Corvallis Road in Independence, Oregon, with the design prepared by Shannon Williams, PE, a registered professional engineer. The scope of work includes the installation of water mains of varying sizes (6-inch, 8-inch, 10-inch, and 12-inch), abandonment of existing water lines, installation of fittings and connections, trench resurfacing with asphalt, and restoration of disturbed areas. The project documentation includes plan and profile sheets, general notes, agency details, and connection specifications. Key requirements include verification of existing underground utilities prior to construction, coordination with the City for inspection of thrust restraint and thrust blocking, bacterial and pressure testing of new lines, and poly-wrapping of ductible iron fittings and appurtenances.
The document specifies that the contractor is responsible for furnishing all materials where installation, placement, or construction is required, and for disposing of excess soil offsite in accordance with specifications. Contractors must coordinate with the City's representative for visual inspection of installed thrust blocks prior to backfilling and must replace water service lines as depicted in the plans up to the angle meter stop. The contractor is also responsible for replacing existing curb and gutter as required by City Standard Detail 210A and must not abandon or remove existing water lines from service until new water lines are installed, tested, and inspected by the City. The project was prepared in September 2025 with design finalization completed on December 8, 2025.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 10.Exhibit 13.pdf | ||
| 2025-12-08 Indy CRWL Bid Documents.pdf | ||
| 11.Exhibit 14.pdf | ||
| 08.Exhibit 5.pdf | ||
| 07.Exhibit 1.pdf | ||
| ADD 04 R1.pdf | ||
| Signed Notice of Intent.pdf | ||
| 2025-12-08 Indy CRWL Project Manual.pdf | ||
| 2026JAN07 CRWL ADD03.pdf | ||
| 2026JAN06 CRWL ADD02~1.pdf | ||
| 02.Section G.pdf | ||
| 01.Section F.pdf | ||
| 09.Exhibit 12.pdf | ||
| 2025DEC19 CRWL ADDENDUM 01.pdf | ||
| 06.Section P.pdf | ||
| 03.Section H.pdf | ||
| Independence-3-01 GTES Report 013024.pdf | ||
| 04.Section I.pdf | ||
| 05.Section K.pdf |
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ASTORIA
EUGENE
SALEM
BEND
MEDFORD
ROSEBURG
NEWPORT
ONTARIO
BAKER CITY
LA GRANDE
PENDLETON
84205
PORTLAND
CORVALLIS
GRANTS PASS
KLAMATH FALLS
THE
DALLES
SEASIDE
GOLD
BEACH
BURNS
TI
TL
E
SH
EE
T
C-001\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-0
T
IT
LE
S
H
EE
T.
D
W G
LA
ST
S
AV
ED
: 1
1/ 7/
1:
A
M
PR
IN
TE
D : 1
2/ 8/
:3
PM
SAWBDD
N.T.S.
LOCATION MAPA1 N.T.S.
VICINITY MAPA3
SEPTEMBER 2025
PROJECT
LOCATION
City of
INDEPENDENCE, OREGON
CORVALLIS ROAD WATERLINE
IMPROVEMENTS
CIVIL ENGINEER
KELLER ASSOCIATES, INC.
245 COMMERCIAL STREET SE,
SUITE 210
SALEM, OR 97301
CONTACT: SHANNON WILLIAMS, PE
PHONE: 503-364-2002
OWNER
CITY OF INDEPENDENCE
555 S. MAIN STREET
INDEPENDENCE, OR 97351
CONTACT: GERALD FISHER
PHONE: 503-838-1212
Know what's below.
before you dig.Call
R
800.342.1585
PROJECT
SITE
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
C O
R
VALLIS R
D
RIVER RD S
M
AI
N S
T
MONMOUTH INDEPENDENCE HWY
G
EN
ER
AL
N O
TE
S
C-002\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-0
G
EN
ER
AL
N O
TE
S.
D W
G
LA
ST
S
AV
ED
: 1 2/
8/
:2
PM
PR
IN
TE
D : 1
2/ 8/
:3
PM
SAWBDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
ER
AL
N O
TE
S
C-003\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-0
G
EN
ER
AL
N O
TE
S.
D W
G
LA
ST
S
AV
ED
: 1 2/
8/
:2
PM
PR
IN
TE
D : 1
2/ 8/
:3
PM
SAWBDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
ER
AL
N O
TE
S
C-004\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-0
G
EN
ER
AL
N O
TE
S.
D W
G
LA
ST
S
AV
ED
: 1 2/
8/
:2
PM
PR
IN
TE
D : 1
2/ 8/
:3
PM
SAWBDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
X
PP OHP OHP
GI GI GI
TP-31
12''SS> 12''SS>
8''PI 8''PI 8''PI
8''W 8''W
10''SD> 10''SD>
1.50%
.73
CP #203
8''W45°
8''W 8''W
2''PI
8''PI
8''SS<8''SS<
18''SD< 15''SD<
12''SD<12''SD<
8''W 8''W
X
8'' FIRE 8'' FIRE
4''SS<
MW
O
O O
PS PS PS
R/W R/W
NG NG NG
UGP UGP
FO FO FO
T T T
CABLE CABLE
TR
TV
EG EG 8''PS< 8''PS<
C T
JT DEVICE JT
UGP UGP
OHP OHPPP
T T
FO FO
T/D T/D
CABLE
TR
TV
T
<4''SS <4''SS 4''SS< 4''SS<
GM
GR
8''GI< 8''GI<
WC
ROW ROW
P/L P/L
7 8
5 6
J
NG NG
NG NG
NG NG
PROPERTY & CONTROL
SURVEY CONTROL POINT
SECTION LINES
PRESCRIPTIVE RIGHT OF WAY
PROJECT BOUNDARY
PROPERTY LINES
EASEMENT - UTILITY
EASEMENT - TEMPORARY
EASEMENT - SETBACK
EXISTING TOPOGRAPHY
TOPOGRAPHIC CONTOUR
EDGE OF PAVEMENT
CURB & GUTTER, SIDEWALK & DROP INLET
FENCE (BARBED WIRE OR OTHER WITH GATES)
TEST PIT
EDGE OF GRAVEL
DEDICATED RIGHT OF WAY
DITCH FLOWLINE
FENCE (CHAINLINK WITH GATE)
SIGN
WITNESS CORNER
CALCULATED POINT
SET 1/2" STEEL PIN W/CAP
SET 5/8" STEEL PIN W/CAP
FOUND 5/8" STEEL PIN
CABLE LINE & RISER
FOUND ALUMINUM CAP
FOUND BRASS CAP
FOUND 1/2" STEEL PIN
DATA OF RECORD
BENCHMARK
QUARTER SECTION - NOT FOUND
CENTER SECTION
SECTION CORNER - FOUND
EXISTING UTILITY
WATERLINE & VALVE
SANITARY SEWER LINE & MANHOLE
STORM DRAIN LINE & MANHOLE
PRESSURE IRRIGATION & VALVE
GRAVITY IRRIGATION & MANHOLE
OVERHEAD POWER LINE & POWER POLE
SIGNAL POLE
LIGHT POLE
PROPOSED SITE
6" VERTICAL CURB, GUTTER, SIDEWALK & INLET
6" REVERSE CURB & GUTTER
PROPOSED GRADING
TOPOGRAPHIC CONTOUR
RIDGELINE
DRAINAGE ARROW & SLOPE
SPOT ELEVATION
FENCE (BARBED WIRE OR OTHER WITH GATES)
FENCE (CHAINLINK WITH GATE)
UNDERGROUND POWER LINE
NATURAL GAS LINE
FIBER OPTIC LINE
TELEPHONE LINE & RISER
EDGE OF GRAVELPRESSURE SEWER LINE & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
SWALE FLOWLINE
SIGN
CABLE & TELEPHONE RISERS
PROPOSED UTILITY
FLANGED MECHANICAL JOINT
FITTING TYPES
BEND
REDUCING TEE
GATE VALVE
FIRE HYDRANT
BLOW-OFF VALVE
PRESSURE IRRIGATION, TEE & GATE VALVE
WATERLINE
PRESSURE IRRIGATION SERVICE
SANITARY SEWER & MANHOLE
STORM DRAIN LINE, INLET & CATCH BASIN
STORM DRAIN LINE & MANHOLE W/ VENTED LID
SANITARY SEWER SERVICE & CAP
TEE
REDUCER
FLANGE TO MECHANICAL JOINT COUPLING
CROSS
CAP W/BLIND FLANGE
CHECK VALVE
BUTTERFLY VALVE
WATER SERVICE LINE & METER
FIRE LINE
MONITORING WELL
JOINT TRENCH & DEVICE
JOINT TRENCH IN PROFILE
PRESSURE SEWER & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
GRAVITY IRRIGATION & STRUCTURE
JUNCTION BOX & DUCT BANK
RESTRAINED FITTING
LOCATION WIRE BOX
NON-FREEZE YARD HYDRANT
PROPOSED UTILITY (CONT.)
CABLE & TV RISER
FIBER OPTIC LINE & VAULT
NATURAL GAS LINE & METER
NATURAL GAS LINE & RISER
NATURAL GAS LINE & VALVE
UNDERGROUND POWER
OVERHEAD POWER & POLE
LIGHT POLE
TELEPHONE LINE & RISER
TELEPHONE DATA LINE
PROPOSED SITE (CONT.)
6" VERTICAL CUT CURB & GUTTER
6" REVERSE CUT CURB & GUTTER
IMBEDDED CURB
BM-#1
BUILDING OR STRUCTURE
EP EP EDGE OF PAVEMENT
BM-1
WM
EP EP
EG EG
SET PK NAIL
FOUND PK NAIL
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
DAYLIGHT - CUT LINE
DAYLIGHT - FILL LINE
GENERIC GATE SWING GATE
SLIDER GATE
GENERIC GATE SWING GATE
SLIDER GATE
oooo
PROPOSED DEMOLITION, ABANDONMENT, REMOVAL
REMOVE SURFACE FEATURE
CLEARING AND GRUBBING
DEMOLITION & REMOVAL
ABANDON IN PLACEA A A A A A A A A A A A A A A
BUILDING OR STRUCTURE -
REMODEL
ASPHALT - LIGHT DUTY
CONCRETE - LIGHT DUTY
GRAVEL - LIGHT DUTY
LANDSCAPE - TURF OR SOD
LANDSCAPE - PAVERS
LANDSCAPE - ROCK
BUILDING OR STRUCTURE - NEW
ASPHALT - HEAVY DUTY
CONCRETE - HEAVY DUTY
GRAVEL - HEAVY DUTY
LANDSCAPE - SEEDING
LANDSCAPE - MISCELLANEOUS
CONCRETE - CURB & GUTTER
C
IV
IL
S
YM
BO
LS
L
IN
E
LE
G
EN
D
C-005\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-0
C
IV
IL
S
YM
BO
LS
L
IN
E
LE
G
EN
D .D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:2
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
SAWBDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
FIR
E H
YDRANT
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
EG
EG
EG
EG
EP
EP
EP
EP
X
X
W M
W M
W M
W M W
M
W M
X
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
W M
W M
W M
W
MW
M
W M
6''W
6''W
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EG
EG
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
X
4''W
4''W
4''W
4''W
4''W
4''W
4''W
4''W
4''W
4''W
4''W
6'' W
''W
''W
''W
10''W
10''W
10''W
10''W
10''W
10''W
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
W M
W M
W M
W M
W M
P/L
P/LP/L
P/L
P/L
P/ L
P/ L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/ L
P/ L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/LP/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/ L
P/L
P/L
P/L
PR
O
JE
C
T O
VE
R
VI
EW
C-100\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P R
O
JE
C T
O
VE
R
VI
EW
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
SAW BDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
0 100 200
RIV
ER O
AK R
D
RIVER R
D S
CORVALLIS RD
C-201
INDICATES LOWER RIGHT
HAND CORNER OF THE SHEET
PLAN WINDOW ON PLAN
OR PLAN & PROFILE SHEET
IN
DEPENDENCE W
AY
RIVER OAK RD
BRIAR RD
C-101
C-102
C-103
C-104
C-105
C-106
C-10
CONNECT TO
EXISTING WATERLINE
INSTALL FIRE
HYDRANT
INSTALL FIRE
HYDRANT
INSTALL FIRE
HYDRANT
INSTALL
WATERLINE
CONNECT TO
EXISTING WATERLINE
3+60 4+00 5+00 6+00 7+00 8+00
EXISTING GRADE
@ PIPELINE
EXISTING 10"
INDEPENDENCE WATERLINE
EX
N
G
EX
N
G
EX 10" RAW WATER LINE
WA SERVICE
STA: 4+18.83
WA SERVICE
STA: 5+11.43
WA SERVICE
STA: 7+88.17
WA SERVICE
STA: 7+93.17
3+60 4+00 5+00 6+00 7+00 8+00
EXISTING GRADE
@ PIPELINE
EXISTING 10"
INDEPENDENCE WATERLINE
EX
N
G
EX
N
G
EX 10" RAW WATER LINE
WA SERVICE
STA: 4+18.83
WA SERVICE
STA: 5+11.43
WA SERVICE
STA: 7+88.17
WA SERVICE
STA: 7+93.17
UT
UT
UT
EG
EG
EG
EG
EG EG
X
X
X
X X
X
X
X X X X X
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG NG
NG NG NG N
G
NG NG NG NG
N G
N G
W
W
W
W M
TR
PP
W M
W M
PP
XXXXXXXX
TR
W M
PP
PP
W M
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
O H
P O
H P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
R O
W
R O
W R
O W
ROW
ROW
ROW
R O
W
U
BX
TR
G R
G
RTR
TR
EP
EP EP EP EP EP EP EP EP EP
EP
EP
EP
EP
EP
EP
EP
EP
EG
EG
EG
EG
EG
EG
EP EP
EP
EP
EP
EP
EP
SS SS SS
SS
SS SS SS
4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
4''W 4''W
4''W 4''W
4''W
2''W W
UT UT UT
UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT
NG NG NG NG NG NG NG NG NG
NG
NG
NG
NG
10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W 10''W
RW
RW
RW
RW
RW
RW
RW
RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
W M
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
TAX LOT 2900
ADDRESS 934
TAX LOT 201
ADDRESS 985
TAX LOT 200
ADDRESS 935
ADDRESS 6150
TAX LOT 3101
ADDRESS 1014
TAX LOT 3103
ADDRESS 6155
A
A A A A A A A A A A A A A A A A A A A A A
A A A
A
SAW
SAW
SAW
SA
W
SA
W
SA
W
SA
W
SA
W
SA
W
SAW
SAW
SAW
SAW
SAW
SAW SA
W
A
4+00 5+00 6+00
7+00
8+00A
A A A A A A A A A A A A A A A A A A A A A
A A A
A
SAW
SAW
SAW
SA
W
SA
W
SA
W
SA
W
SA
W
SA
W
SAW
SAW
SAW
SAW
SAW
SAW SA
W
A
4+00 5+00 6+00
7+00
8+00
PL
AN
A N
D P
R O
FI
LE
ST
A
3+
T O
S
TA
+0
C-101\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
SAWBDD
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
CORVALLIS RD
R
IV
ER
R
D S
I S T
R E:
M
ATC
H
LIN
E C
-102
INDEPENDENCE
WATERLINE
INDEPENDENCE
WATERLINE
CITY OF MONMOUTH
RAW WATERLINE
EX 36" STORM CMP
02 CONNECT EXISTING WATER METER TO
WATERLINE; RE: CITY STD DTL 515
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
14 RETAIN AND PROTECT EXISTING UTILITY
15 RETAIN AND PROTECT EXISTING POWER POLE
19 MISCELLANEOUS SURFACE REPAIR. MATCH
EXISTING; RE: CITY STD DTL S-2085
20 TRENCH RESURFACING-ASPHALT. LIMITS SHOWN
ARE APPROXIMATE. SURFACE REPAIR OUTSIDE
OF LIMITS SHOWN ARE INCIDENTAL TO THE
WORK; RE: CITY STD DTL S-2085
21 INSTALL NEW 1" WATER SERVICE LINE; RE: CITY
STD DTL 515
44 REPLACE EXISTING SIDEWALK, CURB AND
GUTTER AFTER WATERLINE INSTALLATION
(MISCELLANEOUS SURFACE REPAIR); MATCH
EXISTING GRADE (CROSS AND RUNNING SLOPES);
RE: CITY STD DTL R-1110, R-1085, AND R-1100
21 21
8+00 9+00 10+00 11+00 12+00 13+00
EXISTING GRADE
@ PIPELINE
EX
W
TO
B
E
AB
AN
D
O N
ED
18.8 LF PVC -12"
PIPE @ +0.51%
61.2 LF PVC -12"
PIPE @ +0.37%
EXISTING 10" INDEPENDENCE WATERLINE
WA SERVICE
STA: 8+15.55
WA SERVICE
STA: 8+30.53
WA SERVICE
STA: 8+53.76
WA SERVICE
STA: 8+74.68
WA SERVICE
STA: 9+91.06 WA SERVICE
STA: 11+52.94
WA SERVICE
STA: 12+77.91
ST
A:
+0
0.
IE
:1
.8
ST
A:
+8
0.
IE
:1
.5
220 LF PVC -12"
PIPE @ -0.00%
8+00 9+00 10+00 11+00 12+00 13+00
EXISTING GRADE
@ PIPELINE
EX
W
TO
B
E
AB
AN
D
O N
ED
18.8 LF PVC -12"
PIPE @ +0.51%
61.2 LF PVC -12"
PIPE @ +0.37%
EXISTING 10" INDEPENDENCE WATERLINE
WA SERVICE
STA: 8+15.55
WA SERVICE
STA: 8+30.53
WA SERVICE
STA: 8+53.76
WA SERVICE
STA: 8+74.68
WA SERVICE
STA: 9+91.06 WA SERVICE
STA: 11+52.94
WA SERVICE
STA: 12+77.91
ST
A:
+0
0.
IE
:1
.8
ST
A:
+8
0.
IE
:1
.5
220 LF PVC -12"
PIPE @ -0.00%
EG EG EG
EG
EG
X X X
X
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
W
W
W
PP
PP
PP
W M
W M
W M
OHP OHP OHP OHP OHP OHP OHP OHP OHP
O
HP
O
HP
O
HP
O
HP
O H
P O
H P
O H
P
W M
W M
W M
W M
SD SD
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW
ROW ROW ROW ROW
R O
W R
O W
R O
W
R O
W R
O W
ROW ROW ROW ROW ROW ROW
TR
X
X X
X EP
TR
N G
N G
N G
N G
N G
EP
EP
EP
EG
EP EP
EP
EP EP EP
EPEP
EP
EP
EP
EP
EP
EP EP EPEP
EP EP EP
EP EP
EP EP EP EP
EG
EG EG EG
EG
EP EP EP EP
EP
EP
EP
EP
EP
EP EP EP
EP
EPEP
NG NG NG
NG NG NG NG
2''W 2''W 2''W
2''W
4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
6' 'W
6' 'W
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
6' 'W
6' 'W
6' 'W
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
U T
U T
U T
UT
UT
''W
''W
''W
''W
10''W 10''W 10''W 10''W
10''W
10''W 10''W 10''W 10''W 10''W
10''W
UGPUGP
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
SS
W M
P/ L
P/ L
TAX LOT 900
ADDRESS 6150
TAX LOT 1000
ADDRESS 6170
TAX LOT 1100
ADDRESS 6190
TAX LOT 1300
ADDRESS 6220
TAX LOT 1300
ADDRESS 6240
TAX LOT 3103
ADDRESS 6155
TAX LOT
ADDRESS
TAX LOT
ADDRESS
TAX LOT 3500
ADDRESS 6185
TAX LOT
TAX LOT 100
ADDRESS 123
TAX LOT 1700
P/ L
P/ L
P/ L
P/L P/L
P/L P/L
P/ L
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
A A
A A
A A
A
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SA
W
SA
W
SAW
SAW
SAW
SAW
SA
W
SA
W
SA
W
SAW
A A A A A
A
SA
W
SA
W
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAWSAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW
8+00
9+00 10+00
11+00 12+00 13+00 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
A A
A A
A A
A
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SA
W
SA
W
SAW
SAW
SAW
SAW
SA
W
SA
W
SA
W
SAW
A A A A A
A
SA
W
SA
W
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAWSAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW
8+00
9+00 10+00
11+00 12+00 13+00
10''W 10''W 10''W
''W
PL
AN
A N
D P
R O
FI
LE
ST
A
8+
T O
S
TA
3+
C-102\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
CORVALLIS RD
R
IV
ER
O
AK
R
D
SAWBDD
R E:
M
AT
C H
LI
N
E C
-1
R E:
M
AT
C H
LI
N
E C
-1
EXISTING
INDEPENDENCE
WATERLINE
INDEPENDENCE
WATERLINE
0921 0921
02 2120
4039 39
CITY OF MONMOUTH
RAW WATERLINE
44 44
32 14
RE:MATCHLINE C-107
21 21
01 INSTALL PIPE - 12" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
02 CONNECT EXISTING WATER METER TO
WATERLINE; RE: CITY STD DTL 515
03 INSTALL FITTING -12" 90° BEND
09 CONNECT EXISTING WATER METER TO NEW 12"
WATER MAIN, FITTINGS AS REQUIRED; RE: CITY
STD DTL 515
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
13 INSTALL VALVE - 10" GATE; RE: CITY STD DTL 501
14 RETAIN AND PROTECT EXISTING UTILITY
15 RETAIN AND PROTECT EXISTING POWER POLE
18 INSTALL VALVE - 12" BUTTERFLY; RE: CITY STD
DTL 502
19 MISCELLANEOUS SURFACE REPAIR. MATCH
EXISTING; RE: CITY STD DTL S-2085
20 TRENCH RESURFACING-ASPHALT. LIMITS
SHOWN ARE APPROXIMATE. SURFACE REPAIR
OUTSIDE OF LIMITS SHOWN ARE INCIDENTAL TO
THE WORK; RE: CITY STD DTL S-2085
21 INSTALL NEW 1" WATER SERVICE LINE; RE: CITY
STD DTL 515
25 RETAIN AND PROTECT EXISTING WATERLINE
AND THRUST BLOCK
26 REMOVE AND RESET WATER METER BOX WITHIN
THE ROW; RE: CITY STD DTL 515
32 ABANDON WATERLINE IN PLACE. CLOSE
OPENING WITH CONCRETE PLUG WITH A
MINIMUM LENGTH EQUAL TO 2 TIMES THE
DIAMETER OF THE ABANDONED PIPE; RE:
SPECIFICATIONS
39 INSTALL 10" MECHANICAL JOINT SLEEVE
COUPLING
40 INSTALL PIPE - 10" WATER MAIN, C900 PVC; RE:
CITY STD DTL S 2140 AND 301
41 CONTRACTOR TO POTHOLE AND LOCATE
EXISTING NATURAL GAS LINE TO CONFIRM
SUFFICIENT SPACE FOR THRUST BLOCK. IF
SPACE IS INSUFFICIENT, INSTALL STRADDLE
BLOCK AT EACH VALVE; RE CITY STD DTL 511
42 SAWCUT AT EXISTING JOINT
44 REPLACE EXISTING SIDEWALK, CURB AND
GUTTER AFTER WATERLINE INSTALLATION
(MISCELLANEOUS SURFACE REPAIR); MATCH
EXISTING GRADE (CROSS AND RUNNING
SLOPES); RE: CITY STD DTL R-1110, R-1085, AND
R-1100
46 REMOVE EXISTING 2" VALVE. CLOSE SADDLE
WITH BRASS PLUG
52 INSTALL FITTING - 12" x 10" REDUCER
54 DISCONNECT FIRE HYDRANT FROM EXISTING 6"
WATER LINE AND RECONNECT BY HOT TAP INTO
10" WATER LINE AT RIGHT ANGLES
61 INSTALL FITTING -10"x10"x10" TEE
62 INSTALL PIPE - 10" OR 12" SPOOL (18" LENGTH
MIN)
ORIGINAL DOCUMENT AVAILABLE UPON REQUEST
13+00 14+00 15+00 16+00 17+00 18+00
EXISTING GRADE
@ PIPELINE
EX ELEC
ELEVATION UNKNOWN
CONTRACTOR TO POTHOLE
TO VERIFY ELEVATION
EX ELEC
ELEVATION UNKNOWN
CONTRACTOR TO POTHOLE
TO VERIFY ELEVATION500 LF PVC -12"
PIPE @ -0.00%WA SERVICE
STA: 14+72.29
WA SERVICE
STA: 17+37.54
ST
A:
+5
4.
IE
:1
.5
ST
A:
+0
7.
IE
:1
.5
WA SERVICE
STA: 13+81.98
13+00 14+00 15+00 16+00 17+00 18+00
EXISTING GRADE
@ PIPELINE
EX ELEC
ELEVATION UNKNOWN
CONTRACTOR TO POTHOLE
TO VERIFY ELEVATION
EX ELEC
ELEVATION UNKNOWN
CONTRACTOR TO POTHOLE
TO VERIFY ELEVATION500 LF PVC -12"
PIPE @ -0.00%WA SERVICE
STA: 14+72.29
WA SERVICE
STA: 17+37.54
ST
A:
+5
4.
IE
:1
.5
ST
A:
+0
7.
IE
:1
.5
WA SERVICE
STA: 13+81.98
EG
X X X X
X
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
U G
P U
G P
PP PP
PP
W M W
M
PP
TR OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPW
M
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
P/ L
ROW
U
BX
EG EG
EP
EP
EP EP
EP
EP
EP EP
EP
EG EG EG EG
EP EP EP
EP
EP
EP EP EP
EP EP EP
EP EP EP EP EP
EP
EP
EP
EP
EP EP EP EP EP
EP
EP
EP EP
EP
EP EP
EP
EP
EP
EP
EP
EP EP EP
EP
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
U G
P U
G P
4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
OHP
OHP OHP OHP OHP OHP OHP
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
TAX LOT 1500
ADDRESS 6270
TAX LOT 1600
ADDRESS 6280
TAX LOT 1601
ADDRESS 6300
TAX LOT 1602
ADDRESS 6320
TAX LOT 1800
ADDRESS 6275
TAX LOT
ADDRESS
TAX LOT 1802
ADDRESS 6309
TAX LOT 2101
ADDRESS 6325
P/ L
P/ L
P/ L
P/ L
P/ L
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
SAW
SAW
SAW
SAW
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
13+00 14+00 15+00 16+00 17+00 18+00 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
SAW
SAW
SAW
SAW
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
13+00 14+00 15+00 16+00 17+00 18+00
PL
AN
A N
D P
R O
FI
LE
ST
A
+0
TO
S
TA
8+
C-103\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
CORVALLIS RD
SAWBDD
R E:
M
AT
C H
LI
N
E C
-1
R E:
M
AT
C H
LI
N
E C
-1
01 20
0921 21
INDEPENDENCE
WATERLINE
15 1419
35 35 14 35
CITY OF MONMOUTH
RAW WATERLINE
01 INSTALL PIPE - 12" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
09 CONNECT EXISTING WATER METER TO NEW 12"
WATER MAIN, FITTINGS AS REQUIRED; RE: CITY
STD DTL 515
10 INSTALL FITTING - 12"x12"x6" TEE
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
14 RETAIN AND PROTECT EXISTING UTILITY
15 RETAIN AND PROTECT EXISTING POWER POLE
16 SAWCUT ASPHALT AS REQUIRED; RE:
SPECIFICATIONS AND CITY STD DTL S-2085
17 INSTALL FIRE HYDRANT; RE: CITY STD DTL 503
18 INSTALL VALVE - 12" BUTTERFLY; RE: CITY STD
DTL 502
19 MISCELLANEOUS SURFACE REPAIR. MATCH
EXISTING; RE: CITY STD DTL S-2085
20 TRENCH RESURFACING-ASPHALT. LIMITS SHOWN
ARE APPROXIMATE. SURFACE REPAIR OUTSIDE
OF LIMITS SHOWN ARE INCIDENTAL TO THE
WORK; RE: CITY STD DTL S-2085
21 INSTALL NEW 1" WATER SERVICE LINE; RE: CITY
STD DTL 515
22 INSTALL VALVE - 6" GATE; RE: CITY STD DTL 501
23 INSTALL PIPE - 6" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
27 INSTALL FOUR BOLLARDS AROUND HYDRANT; RE:
CITY STD DTL 226
35 RETAIN AND PROTECT EXISTING CULVERT.
REPAIR OR REPLACE CULVERT AT NO
ADDITIONAL COST TO THE OWNER IF DAMAGED
DURING CONTRACTOR'S ACTIVITIES
18+00 19+00 20+00 21+00 22+00 23+00
EXISTING GRADE
@ PIPELINE
EX W
EX ELEC
ELEVATION UNKNOWN
CONTRACTOR TO POTHOLE
TO VERIFY ELEVATION
500 LF -12"
PIPE @ +0.00%
WA SERVICE
STA: 18+02.52
WA SERVICE
STA: 18+79.58
WA SERVICE
STA: 18+84.41
WA SERVICE
STA: 19+75.76
WA SERVICE
STA: 19+90.09 WA SERVICE
STA: 21+35.51
ST
A:
+2
0.
IE
:1
.5
ST
A:
+4
6.
IE
:1
.5
18+00 19+00 20+00 21+00 22+00 23+00
EXISTING GRADE
@ PIPELINE
EX W
EX ELEC
ELEVATION UNKNOWN
CONTRACTOR TO POTHOLE
TO VERIFY ELEVATION
500 LF -12"
PIPE @ +0.00%
WA SERVICE
STA: 18+02.52
WA SERVICE
STA: 18+79.58
WA SERVICE
STA: 18+84.41
WA SERVICE
STA: 19+75.76
WA SERVICE
STA: 19+90.09 WA SERVICE
STA: 21+35.51
ST
A:
+2
0.
IE
:1
.5
ST
A:
+4
6.
IE
:1
.5
EG
EG
EG EG
EG EG
EG
EG
EG EG EG EG
EG
EP
EP EP EP
EP EP EP
EP EP
EP
EP
EP EP EP EP EP
EP EP EP
X
X
X
X
NG NG NG NG NG NG NG NG NG NG
N G
W
W W
W
W W
W M
W M
PP
PP
PP
W M
W M
W M
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP
TR
W
MW
M
P/ L
P/ L
P/ L
RO
W
ROW
P/ L
P/ L
P/ L
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW
P/ L
P/ L
P/ L
R O
W R
O W
R O
W R
O W
ROW ROW ROW
TR
TR
G
R
EP EP EP EP
EP
EP EP
EP
EP
EP
EP EP EP
EP
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
NG NG NG NG NG NG
UGP UGP UGP UGP UGP UGP UGP
U G
P U
G P
UGP
4''W 4''W 4''W4''W 4''W
4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
W W W W
W W
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
W M
P/L P/L P/L
P/ L
P/ L
P/ L
P/ L
P/L P/L
P/L
P/L P/L
TAX LOT 2500
TAX LOT 2600
ADDRESS 6360
TAX LOT 2900
ADDRESS 6380
TAX LOT 3000
ADDRESS 6410
TAX LOT 3100
ADDRESS 6440
TAX LOT 2100
ADDRESS 6345
TAX LOT 2201
ADDRESS 6405
TAX LOT 2400
ADDRESS 6435
TAX LOT 4300
ADDRESS 106
TAX LOT 5200
ADDRESS 105
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
P/ L
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
SAW
SAW
SAW
SAW
A
A
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
A
18+00 19+00 20+00 21+00 22+00 23+00
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
SAW
SAW
SAW
SAW
A
A
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
A
18+00 19+00 20+00 21+00 22+00 23+00
W W
W U
G P
U G
P U
G P
12''W 12''W 12''W
SAW SAW
SAW SAW
A
12''W 12''W 12''W
SAW SAW
SAW SAW
A
PL
AN
A N
D P
R O
FI
LE
ST
A
+0
TO
S
TA
3+
C-104\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
CORVALLIS RD
SAWBDD
R E:
M
AT
C H
LI
N
E C
-1
R E:
M
AT
C H
LI
N
E C
-1
09 21
09 21
INDEPENDENCE
WATERLINE
IN
D
EP
EN
D
EN
C E
W
AY
35 35
CITY OF MONMOUTH
RAW WATERLINE
01 INSTALL PIPE - 12" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
08 INSTALL FITTING - 12"x12"x8" FLANGED REDUCING
CUT IN TEE
09 CONNECT EXISTING WATER METER TO NEW 12"
WATER MAIN, FITTINGS AS REQUIRED; RE: CITY
STD DTL 515
10 INSTALL FITTING - 12"x12"x6" TEE
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
14 RETAIN AND PROTECT EXISTING UTILITY
16 SAWCUT ASPHALT AS REQUIRED; RE:
SPECIFICATIONS AND CITY STD DTL S-2085
17 INSTALL FIRE HYDRANT; RE: CITY STD DTL 503
18 INSTALL VALVE - 12" BUTTERFLY; RE: CITY STD
DTL 502
19 MISCELLANEOUS SURFACE REPAIR. MATCH
EXISTING; RE: CITY STD DTL S-2085
20 TRENCH RESURFACING-ASPHALT. LIMITS SHOWN
ARE APPROXIMATE. SURFACE REPAIR OUTSIDE
OF LIMITS SHOWN ARE INCIDENTAL TO THE
WORK; RE: CITY STD DTL S-2085
21 INSTALL NEW 1" WATER SERVICE LINE; RE: CITY
STD DTL 515
22 INSTALL VALVE - 6" GATE; RE: CITY STD DTL 501
23 INSTALL PIPE - 6" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
26 REMOVE AND RESET WATER METER BOX WITHIN
THE ROW; RE: CITY STD DTL 515
27 INSTALL FOUR BOLLARDS AROUND HYDRANT; RE:
CITY STD DTL 226
30 INSTALL VALVE - 8" GATE; RE: CITY STD DTL 501
35 RETAIN AND PROTECT EXISTING CULVERT.
REPAIR OR REPLACE CULVERT AT NO
ADDITIONAL COST TO THE OWNER IF DAMAGED
DURING CONTRACTOR'S ACTIVITIES
37 INSTALL PIPE - 8" WATER MAIN, C900 PVC; RE:
CITY STD DTL S 2140 AND 301
38 INSTALL 8" MECHANICAL JOINT SLEEVE
COUPLING
212121 21 21
23+00 24+00 25+00 26+00 27+00 28+00
EXISTING GRADE
@ PIPELINE
EX 12" SD
500 LF -12"
PIPE @ +0.00%
WA SERVICE
STA: 27+07.36
ST
A:
+4
0.
IE
:1
.5
23+00 24+00 25+00 26+00 27+00 28+00
EXISTING GRADE
@ PIPELINE
EX 12" SD
500 LF -12"
PIPE @ +0.00%
WA SERVICE
STA: 27+07.36
ST
A:
+4
0.
IE
:1
.5
X X
X
XX
X
EG
EG
EG
EGEG
EG
EG
EG EG EG EG EG EG
EG
EP
EP EP
EP EP EP EP
X
X
X
X
XX
X
G R
PP
PP
PP
PP
PP
TR
SD
SD
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
G R
ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
P/ L
ROW ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
TR
EP
EP
EP
EP EP EPEP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP EP EP EP
EP
EP
NG NG NG NG NG NG NG NG NG NG NG
NG
NG NG NG NG NG NG
NG
NG
NG
NG
NG
UGP
4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
4''W
4''W 4''W
UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
NG NG NG NG
RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
W M
W
P/ L
P/ L
P/ L
P/ L P/L
P/L
P/ L
TAX LOT 2700
ADDRESS 6460
TAX LOT 203
ADDRESS 6520
TAX LOT 202
ADDRESS 6540
TAX LOT 5700
ADDRESS 6465
TAX LOT
ADDRESS
TAX
LOT
TAX LOT 3300
ADDRESS 6485
TAX LOT 100
ADDRESS 6525
P/ L
P/ L
P/L
P/ L
A A A A A A A A A A A A A A A A A A A A A A A
A A
A A
A A
A
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
23+00 24+00 25+00 26+00
27+00
28+00
A A A A A A A A A A A A A A A A A A A A A A A
A A
A A
A A
A
SAW
SAW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
SAW
23+00 24+00 25+00 26+00
27+00
28+00
PL
AN
A N
D P
R O
FI
LE
ST
A
+0
TO
S
TA
8+
C-105\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
CORVALLIS RD
SAWBDD
R E:
M
AT
C H
LI
N
E C
-1
R E:
M
AT
C H
LI
N
E C
-1
14 01
INDEPENDENCE
WATERLINE
CITY OF MONMOUTH
RAW WATERLINE
EX 18" STORM CMP
01 INSTALL PIPE - 12" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
09 CONNECT EXISTING WATER METER TO NEW 12"
WATER MAIN, FITTINGS AS REQUIRED; RE: CITY
STD DTL 515
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
14 RETAIN AND PROTECT EXISTING UTILITY
16 SAWCUT ASPHALT AS REQUIRED; RE:
SPECIFICATIONS AND CITY STD DTL S-2085
18 INSTALL VALVE - 12" BUTTERFLY; RE: CITY STD
DTL 502
19 MISCELLANEOUS SURFACE REPAIR. MATCH
EXISTING; RE: CITY STD DTL S-2085
20 TRENCH RESURFACING-ASPHALT. LIMITS SHOWN
ARE APPROXIMATE. SURFACE REPAIR OUTSIDE
OF LIMITS SHOWN ARE INCIDENTAL TO THE
WORK; RE: CITY STD DTL S-2085
21 INSTALL NEW 1" WATER SERVICE LINE; RE: CITY
STD DTL 515
35 RETAIN AND PROTECT EXISTING CULVERT.
REPAIR OR REPLACE CULVERT AT NO
ADDITIONAL COST TO THE OWNER IF DAMAGED
DURING CONTRACTOR'S ACTIVITIES
47 RELOCATE METER FROM EXISTING LOCATION.
COORDINATE LOCATION WITH ENGINEER AND
CITY
28+00 29+00 30+00 31+00 32+00 32+60
EXISTING GRADE
@ PIPELINE
453.74 LF -12"
PIPE @ -0.00%
ST
A:
+1
5.
IE
:1
.5
ST
A:
+8
8.
IE
:1
.5
ST
A:
+3
3.
IE
:1
.5
28+00 29+00 30+00 31+00 32+00 32+60
EXISTING GRADE
@ PIPELINE
453.74 LF -12"
PIPE @ -0.00%
ST
A:
+1
5.
IE
:1
.5
ST
A:
+8
8.
IE
:1
.5
ST
A:
+3
3.
IE
:1
.5
X
X
X X X X X X X
X X X X X X X X X X X
X
XXX
UG
P
EG EG
EG
X X X
X
X
X
XXXX
UG
P
X X X
PP
PP
TR
PP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP OHP OHP
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW
ROW
ROW
ROW
ROW ROW ROW ROW
ROW ROW ROW ROW
G R
EP EP
EP
EP
EP
EP
EP
EP
EP EP EP EP EP
EP EP EP EP EP EP EP EP EP EP EP EP EP EP
EP
EP
EPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP
EP
EP
EP
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
NG
NG
4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
2''W 2''W
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT UT
UT
UT
UT
RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/ L
P/ L
P/ L
P/ L
P/ L
TAX LOT 202
ADDRESS 6540
TAX LOT
TAX LOT
TAX LOT 200
TAX LOT 200
TAX LOT 201 TAX LOT 201ADDRESS 6675
P/ L
P/ L
A A A A A A A A A A A A A A A A A A A A A A A A A A A A 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
28+00 29+00
30+00 31+00
32+00
A A A A A A A A A A A A A A A A A A A A A A A A A A A A 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW
28+00 29+00
30+00 31+00
32+00
PL
AN
A N
D P
R O
FI
LE
ST
A
+0
TO
S
TA
2+
C-106\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
CORVALLIS RD
SAWBDD
R E:
M
AT
C H
LI
N
E C
-1
INDEPENDENCE
WATERLINE
CITY OF MONMOUTH
RAW WATERLINE
01 INSTALL PIPE - 12" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
07 INSTALL FITTING -12" BLIND FLANGE WITH 2" TAP
10 INSTALL FITTING - 12"x12"x6" TEE
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
14 RETAIN AND PROTECT EXISTING UTILITY
16 SAWCUT ASPHALT AS REQUIRED; RE:
SPECIFICATIONS AND CITY STD DTL S-2085
17 INSTALL FIRE HYDRANT; RE: CITY STD DTL 503
18 INSTALL VALVE - 12" BUTTERFLY; RE: CITY STD
DTL 502
19 MISCELLANEOUS SURFACE REPAIR. MATCH
EXISTING; RE: CITY STD DTL S-2085
20 TRENCH RESURFACING-ASPHALT. LIMITS SHOWN
ARE APPROXIMATE. SURFACE REPAIR OUTSIDE
OF LIMITS SHOWN ARE INCIDENTAL TO THE
WORK; RE: CITY STD DTL S-2085
22 INSTALL VALVE - 6" GATE; RE: CITY STD DTL 501
23 INSTALL PIPE - 6" WATER MAIN, C900 PVC; RE:
CITY STD DTL 301
24 INSTALL FITTING -12" BLIND FLANGE
27 INSTALL FOUR BOLLARDS AROUND HYDRANT; RE:
CITY STD DTL 226
31 INSTALL FITTING - 12"x12"x12" TEE
36 CONNECT TO EXISTING 2" SERVICE LINE,
FITTINGS AS REQUIRED; RE: CITY STD DTL 517
48 LOCATE RW LINE AND DEPTH. PROVIDE
INFORMATION TO THE ENGINEER
49 INSTALL STRADDLE BLOCK; RE CITY STD DTL 511
50 INSTALL PIPE - 2" SERVICE LINE; RE: CITY STD DTL
51 INSTALL FITTING - 2" 90° BEND
53 INSTALL FITTING - 12" CAP. 2" BLOWFF TO BE
INSTALLED AT TIME OF FUTURE 2" REPLACEMENT
55 INSTALL VALVE - 2" GATE; RE: CITY STD DTL 501
P/ L
UT
PP
OHP OHP OHP OHP OHP OHP OHP OHP
ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
XX
X
EP
PP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
ROW ROW ROW ROW
R O
W R
O W
R O
W R
O W
R O
W
R O
W R
O W
X
X
X X
X X
PP
OHP
OHP
OHP
WM
WMWM
UT
UT UT UT UT
TR
WMWM
U G
P
U G
P
TR
UBX
WM
6''W 6''W
6''W 6''W
6''W 6''W
6''W
ROW
U T
U T
U T
U T
U T
UT UT UT UT
UT
UT
UT UT UT UT UT UT UT UT
N G
N G
N G
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
N G
N G
NG NG NG NG NG
UBXTR UBX
UBXTR
EG
UT UT UT UT
6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
UT UT UT
U T
U T
UT UT UT UT UT
UT
UT
UT
UT
UT
UT UT UT UT
UT UT UT UT UT
UT
UT
10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W
WW
12''SD
12''SD
12''SD
12''SD
SS
SS
SS
SS
SS
SS
U G
P U
G P
P/ L
P/ L
P/ L
P/ L
W W
W W
W W
WM
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
P/L P/L
P/ L
P/ L
P/ L
P/LP/L
P/L P/L
P/L P/L
P/ L
P/LP/L
P/L P/L
TAX LO
T
AD
D
R
ESS 123
P/L P/L
P/L
P/ L
P/ L
P/ L
P/ L
P/ L
P/L
P/ L
P/LP/L
P/L P/L
P/L
P/L P/L
P/ L
P/ L
P/LP/L
P/LP/LP/L
W W
W W
W W
W W
W
A A A A A A A A A A A A A A A A A A A
A A
A A
A A
A A
A A
A A
A A
A A
A A
A A A A A A A A A A A A A A A A A A A
A A
A A
A A
A A
A A
A A
A A
A A
A A
OHP OHP OHP OHP
6''W 6''W
6''W
10''W 10''W 10''WSSSSSSSS
SS
SS
W A A
A A
A A
A A
A A
A A
A A
A A
A A
PL
AN
A N
D P
R O
FI
LE
C-107\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-1
P
LA
N A
N D
P R
O
FI
LE
.D
W G
LA
ST
S
AV
ED
: 1
2/ 8/
:1
PM
PR
IN
TE
D
: 1 2/
8/
:3
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
0 20 40
0 2 4
GRAPHIC SCALE
HORIZ:
VERT:
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION. CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. RESTORE AREAS DISTURBED BY
CONSTRUCTION WHERE SURFACE REPAIR IS
NOT INDICATED TO CONDITIONS FOUND PRIOR
TO CONSTRUCTION. THIS CONST IS
INCIDENTAL TO THE CONTRACT.
4. DISPOSE OF EXCESS SOIL OFFSITE IN
ACCORDANCE WITH THE SPECIFICATIONS.
5. POLY-WRAP ALL DUCTILE IRON FITTINGS,
VALVES AND APPURTENANCES INCLUDING
SERVICE SADDLES; RE: SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE CITY FOR VISUAL
INSPECTION AND VERIFICATION OF ALL
THRUST RESTRAINT AND THRUST BLOCKING
PRIOR TO COVERING OR BACKFILLING.
7. INSTALL "W" ON EXISTING REPLACED CURB
AND GUTTER; RE: CITY STD DTL 210A
8. DO NOT ABANDON OR REMOVE WATER LINES
FROM SERVICE UNTIL NEW WATER LINES ARE
INSTALLED, BACTERIAL AND PRESSURE
TESTED AND INSPECTED BY THE CITY.
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OREGON
EXPIRES: 06-30-2026
81007PERE
GIS
TERED PROFESSIONALENGINEER
NOV . 10 , 2015
SHA NNON A . W ILLIA
MS
RIVER OAK RD
SAWBDD
12INDEPENDENCE
WATERLINE
R E:
M
AT
C H
LI
N
E C
-1
6" W (AC)
10" W (PVC)
6" W (PVC)
A A
11 CUT & CAP EXISTING 6" WATER MAIN; RE:
SPECIFICATIONS
12 WATER MAIN TO BE ABANDONED, RE:
SPECIFICATIONS
20 TRENCH RESURFACING-ASPHALT. LIMITS
SHOWN ARE APPROXIMATE. SURFACE REPAIR
OUTSIDE OF LIMITS SHOWN ARE INCIDENTAL TO
THE WORK; RE: CITY STD DTL S-2085
32 ABANDON WATERLINE IN PLACE. CLOSE
OPENING WITH CONCRETE PLUG WITH A
MINIMUM LENGTH EQUAL TO 2 TIMES THE
DIAMETER OF THE ABANDONED PIPE; RE:
SPECIFICATIONS
33 DISCONNECT ABANDONED WATERLINE FROM
VALVE. INSTALL A BLIND FLANGE ON THE BACK
SIDE OF THE VALVE; RE: SPECIFICATIONS
57 INSTALL FITTING - 10"x8" HOT TAP AT RIGHT
ANGLES TO WATER LINE
58 INSTALL FITTING - 8"x6" REDUCER
59 INSTALL FITTING - 6" 45° BEND
ORIGINAL DOCUMENT AVAILABLE UPON REQUEST
NOTE:
DETAIL BASE IS FROM 2004 WELLFIELD RESERVOIR
AND PUMP STATION AS-BUILTS DRAWINGS
N.T.S.
CONNECTION DETAILA1
SEE DETAIL A1 BELOW
FOR CONTINUATION
CONTINUED FROM PLAN ABOVE
AG
C Y
D
ET
AI
LS
C-551\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-5
A G
EN
C
Y D
ET
AI
LS
.D
W G
LA
ST
S
AV
ED
: 1
1/ 7/
1:
A
M
PR
IN
TE
D : 1
2/ 8/
:3
PM
SAWBDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
AG
C Y
D
ET
AI
LS
C-552\\K
EL
LE
R
.C O
M \P
Z\
PR
O
JE
C
TS
\2
C
IT
Y O
F
IN
D
EP
EN
D
EN
C
E\
TO
C
O R
VA
LL
IS
R
D W
L\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\ C
-5
A G
EN
C
Y D
ET
AI
LS
.D
W G
LA
ST
S
AV
ED
: 1
1/ 7/
1:
A
M
PR
IN
TE
D : 1
2/ 8/
:3
PM
SAWBDD
PROJECT NO.
SHEET NO.
223055-007
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
R
VA
LL
IS
R O
AD
W
AT
ER
LI
N
E
IM
PR
O
VE
M
EN
TS
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
OWNER'S REPRESENTATIVE SHALL OBSERVE INSTALLED THRUST BLOCK
PRIOR TO BACKFILLING. CONTRACTOR TO COORDINATE WITH OWNER'S
REPRESENTATIVE.
CONTRACTOR TO REPLACE WATER SERVICE LINE AS DEPICTED IN THE
PLANS UP TO ANGLE METER STOP, UNLESS OTHERWISE NOTED.
CONTRACTOR TO USE FITTINGS AS REQUIRED.
File details come from the government source that posted it. Updated .