River Terrace Waterline ExtensionSW
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SW FOREST HOLLOW ST
WATERLINE EXTENSION
EXPIRES: JUNE 30, 2018
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4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
1
COVER
SCALE
1 INCH = 100 FEET
100 50 1000
TL 24300, 22000 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 6 W.M.
CITY OF TIGARD
WASHINGTON COUNTY, OREGON
RIVER TERRACE WATERLINE EXTENSION
CONSTRUCTION PLANS
ATTENTION:
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION
CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY
OBTAIN COPIES OF THE RULES BY CALLING THE CENTER.
THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987
THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO
BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION
PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT
CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA.
WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET
IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR
PROJECTED CENTERLINE OF S.W. 175 AVE.
ELEVATION DATUM: NGVD 29, ELEVATION = 306.552
CITY OF TIGARD WATER, [P] 503-718-2591
CITY OF TIGARD, [P] 503-639-4171
CITY OF TIGARD, [P] 503-639-4171
PORTLAND GENERAL ELECTRIC, [P] 503-736-5450
NORTHWEST NATURAL, [P] 503-721-2512
TUALATIN VALLEY FIRE & RESCUE, [P] 503-649-8577
WASHINGTON COUNTY SHERIFF, [P] 503-629-0111
BEAVERTON SCHOOL DISTRICT, [P] 503-356-4500
CITY OF TIGARD, [P] 503-645-6433
FRONTIER, [P] 503-277-2383
WALKER GARBAGE SERVICE, [P] 503-531-6330
COMCAST, [P] 800-266-2278
UTILITIES & SERVICES:
WATER:
STORM:
SEWER:
POWER:
GAS:
FIRE:
POLICE:
SCHOOL:
PARKS:
PHONE:
WASTE DISPOSAL:
CABLE:
BENCHMARK:
POLYGON WLH, LLC
109 E. 13TH ST.
VANCOUVER, WA 98660
[P] 503-221-1920
CONTACT: FRED GAST, SENIOR VICE PRESIDENT-DIVISION PRESIDENT
CO-APPLICANTS:
PACIFIC COMMUNITY DESIGN, INC
12564 SW MAIN STREET
TIGARD, OR 97223
[P] 503-941-9484
CONTACT: KC SCHWARTZKOPH, P.E.
CIVIL ENGINEER:
PACIFIC COMMUNITY DESIGN, INC
12564 SW MAIN STREET
TIGARD, OR 97223
[P] 503-941-9484
CONTACT: STACY CONNERY, AICP
PLANNER:
PACIFIC COMMUNITY DESIGN, INC
12564 SW MAIN STREET
TIGARD, OR 97223
[P] 503-941-9484
CONTACT: KERRY LANKFORD, RLA, CLARB
LANDSCAPE ARCHITECT:
GEOTECHNICAL ENGINEER:
PACIFIC COMMUNITY DESIGN, INC
12564 SW MAIN STREET
TIGARD, OR 97223
[P] 503-941-9484
CONTACT: TRAVIS JANSEN, PLS, P.E.
SURVEYOR:
GEODESIGN, INC.
15575 SW SEQUOIA PARKWAY, SUITE 100
PORTLAND, OR 97224
[P] 503-968-8787
CONTACT: SHAWN DIMKE, G.E., P.E.
TAX LOTS 24300:
KINTON LAND & BISON, LLC
TAX LOTS 22000:
NORTHWEST RIVER TERRACE HOMEOWNERS ASSOCIATION
OWNERS:
KITTELSON & ASSOCIATES, INC
610 SW ALDER STREET, STE 700
PORTLAND, OR 97205
[P] 503-228-5230
CONTACT: JULIA KUHN, P.E.
TRAFFIC ENGINEER:
NATURAL RESOURCE CONSULTANT:
SWCA ENVIRONMENTAL CONSULTANTS
434 NW SIXTH AVENUE, STE 304
PORTLAND, OR 97209
[P] 503-224-0333
CONTACT: MIRTH WALKER, PWS, CWD
1 COVER SHEET
2 GENERAL CONSTRUCTION NOTES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 COMPOSITE UTILITY
5.1 SW FOREST HOLLOW ST & SW AUBERGINE TER WATER PLAN & PROFILE
5.2 SW AUBERGINE TER WATER PLAN & PROFILE
5.3 TRACT E WATER PLAN & PROFILE
6.1 SW ROY ROGERS RD WATER PLAN & PROFILE
6.2 SW ROY ROGERS RD WATER PLAN & PROFILE
7 SW WOODGROVE ST WATER PLAN & PROFILE
DTL1 WATER DETAILS
DTL2 WATER DETAILS (2)
SHEET INDEX:
KEY MAP
SCHOLLS FERRY RD
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GRANITA LN
SCHOLLS FERRY RD
These As-Built Drawings have been prepared based upon red-lined plan
information provided by the construction contractor, field survey of
manholes, mainlines and service lateral location markers for both sanitary
and storm utilities, construction staking field notes (when applicable) and
field changes noted during construction inspections. The location and
elevation of underground utilities shown herein are approximate only and
must be field verified prior to any connection thereto or excavation in the
immediate vicinity thereof.
2
CONSTRUCTION
NOTES
1.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING
CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER
DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS.
2.THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE
CONSTRUCTION SITE AT ALL TIMES.
3.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION)
STANDARDS.
4.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE
IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ
(MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED.
5.COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE
¾"-0" GRAVEL.
6.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE
OPERATING NUT EXTENSIONS WILL BE REQUIRED.
7.A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE
LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER
SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS
MANUFACTURED BY MUELLER COMPANY.
8.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6"
MJ, 5-1/4" MVO, 3-PORT (2-2½" NST HOSE CONNECTION, 1-4½" NST PUMPER), 1½" PENTAGON
OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION
A-423, WATERIOUS PACER 6790, CLOW MEDALLION
9.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1½ CUBIC
YARDS OF CRUSHED 2" - ¾" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO
SEPARATE THE ROCK FROM EARTH COVER.
10.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN
SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON
BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT
APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE.
11.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED
AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE
GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1
HOUR WITH A MAXIMUM LOSS OF 5 PSI.
12.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING
MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING
VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE
WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE
CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A
CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER
LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM
HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH
(POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER
SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN
THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION
PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE
CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE
WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND
BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY.
DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION
WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY
METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER
DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR
RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE
TAKEN BY TPW.
13.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST.
LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A ¾" FIPT(FEMALE IRON PIPE
THREAD) INLET, AND A ¾" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE
ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE
SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN
ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE
GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING
STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE
BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A ¼" BALL VALVE SHALL BE
PROVIDED IN PLACE OF THE ¼" PET COCK ON THE VENT PIPE.
14.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS
(OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER
OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK
VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY
METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS
OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE
MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW
PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS
FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN.
15.ALL JOINTS TO BE RESTRAINED.
OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED
WATER CONSTRUCTION NOTES
1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF
TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR
CONSTRUCTION, 2008.
2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK
CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER.
3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED
CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES.
4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN
ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED
TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF
MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM
THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER.
5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS
INSPECTOR (INSPECTION HOT LINE # (503) 681-4444) & CITY OF TIGARD ENGINEERING &
CONSTRUCTION SERVICES INSPECTOR & WASHINGTON COUNTY INSPECTOR.
6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER
RESOURCES' REQUIREMENTS.
7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 07-20 (CWS).
8. FOLLOW CURRENT WASHINGTON COUNTY DESIGN AND CONSTRUCTION STANDARDS AS REQUIRED.
GENERAL
1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE
FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.
2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING
THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS
DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS.
3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS
ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION
AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED.
4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED
TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0" CRUSHED ROCK. THE
ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL
RECOMMENDATIONS.
5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS
PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN
INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE
PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR.
STREETS
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
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4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
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XSD XSD XSD XSD XSD XSD
XSD XSD XSD XSD XSD
XS
D
XS
D
X
S
D
X
S
D
XSD
XS
D
X
S
D
XS
D
XS
D
XS
D
X
S
D
XSD XSD XSD
XS
D
XS
D
XS
D
XS
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
XSD
XSD
XSD
X
S
D
X
S
D
XW
XW
XW
XW
XW XW
XW
XW XW
PGE
233
PGE
233
P
G
E
6
4
4
PGE
644
P
G
E
6
4
4
D
DD
XSD
XS
D
S
S
X
S
S
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
PGE
644
P
G
E
6
4
4
PGE
644
PGE
644
P
G
E
6
4
4
PGE
644
P
G
E
6
4
4
PGE
644
P
G
E
6
4
4
PGE
644
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
(
C
.R
.
N
O
.
3
15
0
)
SW SCHOLLS
F
E
R
R
Y
R
D
(C.R. N
O
.
3
1
1 0)
SW
P
E
A
C
H
B
L
O
S
S
O
M
A
V
E
ST
R
E
E
T
B
SW FOREST HOLLOW ST
SW
A
U
B
E
R
G
I
N
E
T
E
R
SW FRIENDLY LN
TAX MAP 2S1W06
TAX LOT 200
TAX MAP 2S1W06DB
TAX LOT 24300
TAX MAP 2S1W06
TAX LOT 200
TAX MAP 2S1W06
TAX LOT 1200
RIVER
TERRACE
NORTHWEST
RIVER
TERRACE
EAST
41
0
18
"
41018"41
0
8"
41
0
8"
41
0
18
"
41
0
8"
41
0
8"
4108"
41
0
8"
41
0
18
"
4108"
4108"
4108"
4
1
0
8
"
5508"
4108"
LEGEND
SIDEWALK
PAVEMENT
GRAVEL
BUILDING
WETLANDS
POND/CREEK
FENCE
OVERHEAD WIRES
SANITARY SEWER LINE
STORM DRAIN LINE
WATER LINE
UTILITY POLE
LIGHT POLE
ELECTRICAL RISER
GUY WIRE
BOLLARD
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
FIRE HYDRANT
SIGN
CATCHBASIN
WATER METER
WATER VALVE
CURB INLET
MAILBOX
TELEPHONE RISER
DITCH INLET
VERIZON ELECTRICAL BOX
IRRIGATION CONTROL VALVE
GAS RISER
UTILITY RISER
GAS VALVE
X X
D
S
DYH
P
XOH
XSS
XSD
XW
T
G
M
I
U
1 INCH = 60 FEET
60 30 60
SCALE
0
WATERLINE EXTENSION
EXPIRES: JUNE 30, 2018
N:
\
p
r
o
j
\
3
9
5
-
0
4
1
\
0
9
D
r
a
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5
A
s
b
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9
5
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.
(
3
)
W
T
-
E
X
I
S
T
.
d
w
g
-
S
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E
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T
:
(2
)
E
X
I
S
T
Ap
r
.
1
8
,
1
7
-
10
:
4
5
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
3
EXISTING
CONDITIONS &
DEMOLITION PLAN
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
(
C
.R
.
N
O
.
3
15
0
)
SW FOREST HOLLOW ST
SW
A
U
B
E
R
G
I
N
E
T
E
R
X
W
XW
XW
XW XW XW
X
W
X
W
XW
X
W
X
W
XW
XW
XW
XW
XW
X
W
X
W
X
W
XW
XW
XW
XW
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XW XW
XW
XW
X
W
X
W
X
W
X
W
X
W
XW
XW
XW
X
W
X
W
X
W
XW
XW
W W W W W
W W
W
W W
W
W
W
W
W
W
W
W
W
SS
S
S
S
S
S
S
S
S
SSS
S
S
S
S
S
S
S
S
S
S
S
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
XSS XSS XSS XSS
XSS
DD
D
D
DD
D
D
D
D
DD
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
XSD XSD XSD XSD XSD XSD
XSD XSD XSD XSD XSD
XS
D
XS
D
X
S
D
X
S
D
XSD
XS
D
X
S
D
XS
D
XS
D
XS
D
X
S
D
XSD XSD XSD
XS
D
XS
D
XS
D
XS
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
XSD
XSD
XSD
X
S
D
X
S
D
RIVER
TERRACE
NORTHWEST
RIVER
TERRACE
EAST
FUTURE RIVER
TERRACE EAST
NO. 3
FUTURE RIVER
TERRACE EAST
NO. 3
D
D
D
D
DD
D
D
XSD
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
XS
D
S
S
S
S
S
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
X
S
S
X
S
S
XW
XW
XW
XW
XW XW XW
XW XW
XW XW
PGE
233
PGE
233
P
G
E
6
4
4
PGE
644
P
G
E
6
4
4
WTLN
SEE SHEET
PUBLIC
7
WTLN
SEE SHEET
PUBLIC
6.2
WTLN
SEE SHEET
PUBLIC
6.1
WTLN
SEE SHEET
PUBLIC
5.2
WTLN
SEE SHEET
PUBLIC
5.1
WTLN
SEE SHEET
PUBLIC
5.1
41
0
18
"
55012"
55
0
18
"
41
0
18
"
55018"
55
0
8"
55
0
8"
55
0
18
"
BUTTERFLY VALVE
TO BE CLOSED
GATE VALVE
TO BE CLOSED
GATE VALVE TO
BE CLOSED
55
0
8"
41
0
8"
4108"
41
0
8"
4
1
0
1
8
"
4108"
5508"
5508"55012"
55
0
12
"
5
5
0
8
"
4
1
0
1
8
"
WTLN
SEE SHEET
PUBLIC
5.3
WATERLINE EXTENSION
EXPIRES: JUNE 30, 2018
N:
\
p
r
o
j
\
3
9
5
-
0
4
1
\
0
9
D
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a
w
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5
A
s
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3
9
5
0
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.
(
4
)
W
T
-
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P
.
d
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g
-
S
H
E
E
T
:
(4
)
S
I
T
E
Ap
r
.
1
8
,
1
7
-
10
:
4
6
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
4
COMPOSITE
UTILITY PLAN
1 INCH = 60 FEET
60 30 60
SCALE
0
PROPOSED THRUST BLOCK
EX THRUST BLOCK
PROPOSED AIR RELEASE VALVE
EX AIR RELEASE VALVE
PROPOSED BLOW-OFF
EX BLOW-OFF
PROPOSED WATER VALVE
EX WATER VALVE
EX WATER METER
EX FIRE HYDRANT
EX STORM CLEANOUT
EX CATCH BASIN
EX SANITARY CLEANOUT
EX STORM MANHOLE
EX SANITARY MANHOLE
EX BURIED POWER LINE
EX GAS LINE
PROPOSED WATER LINE
EX WATER LINE
EX STORM DRAIN
EX SANITARY SEWER
EASEMENT LINES
EX OVERHEAD POWER LINE
EX TELEPHONE LINE
EX CABLE TV LINE
EX GAS VALVE
EX CABLE RISER
EX TELEPHONE RISERTR
C
DYH
D C
D
S C
S
XCOM
XE
XW
XG
LEGEND
XOH
XSD
W
XSS
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
(
C
.R
.
N
O
.
3
15
0
)SW
L
A
R
K
W
O
O
D
P
L
FOREST HOLLOW ST
SW
A
U
B
E
R
G
I
N
E
T
E
R
9+
0
0
10
+
0
0
16+00 17+00
10
+
0
0
13
+
0
0
14
+
0
0
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XW
XW
XW
XW
XW
XW
XW
XW
XW
1A 2A
3A
1C
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
X
S
S
X
S
S
XS
S
XSS XSS
D
D XSD
XS
D
XS
D
X
S
D
X
S
D
X
S
D
X
S
D
55018"
55
0
18
"
55012"
5
5
0
1
2
"
5508"
55
0
18
"
41
0
18
"
FUTURE RIVER
TERRACE EAST
NO. 3
15.00' WIDE
WATERLINE
EASEMENT
15.00' WIDE
WATERLINE
EASEMENT
6
5
290
300
310
320
330
9+25 10+00
290
300
310
320
330
15+71 16+00 17+00 17+50
290
300
310
320
330
15+25 15+71
290
300
310
320
330
10+00 10+50
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
12" DI WATER
3.00' MIN COVER
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
3.00' MIN COVER
12" DI WATER
1 INCH = 20 FEET
20 10 20
SCALE
0
SW FOREST HOLLOW ST - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SW FOREST HOLLOW ST & SW AUBERGINE TER - PLAN
SCALE: 1" = 20'
SW AUBERGINE TER - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
WATER NOTES:
REMOVE EXISTING 2" BLOW OFF VALVE. CONNECT TO
EXISTING 8" DIP W/ 12" X 8" REDUCER.
STA: 15+70.59, 9.00' RT. (FOREST HOLLOW)
12" X 18" HOT TAP INTO EXISTING WATERLINE.
STA: 10+09.66, 11.32' LT. (AUBERGINE)
INSTALL 12" MJ TEE W/ 12" X 8" REDUCER AND 8" MJ
GATE VALVE (NORTH)
STA: 17+38.60, 9.00' RT. (FOREST HOLLOW)
STA: 9+31.54, 9.00' LT. (AUBERGINE)
INSTALL 12" - 45° MJ BEND
STA: 10+07.33, 9.00' LT. (AUBERGINE)
INSTALL 1" COMBINATION AIR & VACUUM VALVE PER
CITY OF TIGARD DRAWING NO. 590/
STA: 9+30.93, 19.50' LT. (AUBERGINE)
REMOVE EXISTING COMBINATION AIR & VACUUM VALVE
AND INSTALL AT INTERSECTION OF FOREST HOLLOW
AND AUBERGINE. REMOVE EXISTING CORP, AND PLUG
EXISTING WATERLINE.
1A
2A
ROY ROGERS RD
SEE SHEET 6.2
ROY ROGERS RD
SEE SHEET 6.1
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
APPL
E
D
A
L
E
R
D
BIRDSONG ST
16
9
T
H
A
V
E
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
16
5
T
H
A
V
E
RE
D
F
O
X
T
E
R
DESCHUTES LN
LUKE LN
BL
O
O
M
F
I
E
L
D
A
V
E
AL
L
E
Y
B
AUTUMNVALE LN
SA
B
R
I
N
A
A
V
E
RO
Y
R
O
G
E
R
S
R
D
HOLL
Y
R
I
D
G
E
L
N
B
E
A
C
H
P
L
U
M
T
E
R
CLEMENTINE ST
PU
M
P
K
I
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V
A
L
L
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Y
T
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R
AU
B
E
R
G
I
N
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T
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SA
T
S
U
M
A
A
V
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AMELIA ST
SHADOW TRAIL ST
FOREST HOLLOW ST
AP
P
L
E
G
R
O
V
E
T
E
R
C
A
L
A
B
A
S
H
T
E
R
GRANITA LN
SCHOLLS FERRY RD
N:
\
p
r
o
j
\
3
9
5
-
0
4
1
\
0
9
D
r
a
w
i
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g
s
\
0
5
A
s
b
u
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l
t
s
\
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s
-
W
a
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n
\
3
9
5
0
4
1
.
(
5
)
W
T
-
F
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E
S
T
A
N
D
A
U
B
E
R
G
I
N
E
.
d
w
g
-
S
H
E
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T
:
5.
1
F
O
R
E
S
T
-
A
U
B
E
R
G
I
N
E
Ap
r
.
1
8
,
1
7
-
10
:
4
7
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
5.1
FOREST HOLLOW ST
& AUBERGINE TER
PLAN & PROFILE
1C
3A
5
6
13+0014+00
15+00
XW
XW
XW XW XW XW XW XW
X
W
X
W
X
W
X
W
X
W
XW
XW
X
W
W
W
W
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
D
DDXSD
XSD XSD XSD XSD XSD XSD XSD XSD XSD
XSD
X
S
D
X
S
D
XSD
XS
D
XS
D
XS
D
1D
55018"41018"
41
0
18
"
CLOSE VALVE DURING
CONSTRUCTION
CLOSE VALVE DURING
CONSTRUCTION
CLOSE VALVE DURING
CONSTRUCTION
41
0
8"SW AUBERGINE TER
SW
A
M
E
I
L
I
A
S
T
15.00' WIDE
WATERLINE
EASEMENT
260
270
280
290
300
260
270
280
290
300
13+0014+0015+00
18" EX. DI WATER
12" EX. PVC STORM
8" EX. PVC SANITAR
Y
EXISTING GROUND @
STREET CENTERLINE
1 INCH = 20 FEET
20 10 20
SCALE
0
SW AUBERGINE TER - PLAN
SCALE: 1" = 20'
SW AUBERGINE TER - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
WATER NOTES:
CUT IN TO EXISTING 18" WATERLINE. INSTALL 18" TEE
AND 18" MJ BUTTERFLY VALVE. 12" WATERLINE
CONNECTION FROM AUBERGINE TO FOREST HOLLOW TO
BE COMPLETED PRIOR TO INSTALLATION OF 18" TEE.
STA: 9+31.54, 9.00' LT. (AUBERGINE)
1D
TRACT E
SEE SHEET 5.3
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
APPL
E
D
A
L
E
R
D
BIRDSONG ST
16
9
T
H
A
V
E
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
16
5
T
H
A
V
E
RE
D
F
O
X
T
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R
DESCHUTES LN
LUKE LN
BL
O
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F
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L
D
A
V
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AL
L
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Y
B
AUTUMNVALE LN
SA
B
R
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A
A
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RO
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R
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AMELIA ST
SHADOW TRAIL ST
FOREST HOLLOW ST
AP
P
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R
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V
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T
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C
A
L
A
B
A
S
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R
GRANITA LN
SCHOLLS FERRY RD
N:
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(
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A
U
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Ap
r
.
1
8
,
1
7
-
10
:
4
7
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
5.2
AUBERGINE TER
PLAN & PROFILE
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
(C
.R
.
N
O
.
3
15
0
)
14
+
0
0
18
+
0
0
X
W
X
W
XW
XW
XW
X
W
XW
X
W
W W W W W W W W
W
W
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
X
S
S
XSS XSS
D
XS
D
XS
D
XS
D
XS
D
XS
D
XS
D
X
S
D
XSD
0+00 1+00 2+00
1D
SW
A
U
B
E
R
G
I
N
E
T
E
R
TRACT E
4
1
0
1
8
"
41018"
55
0
18
"
DIRECTIONAL BORE
UNDER EXISTING
PAVEMENT
CLOSE VALVE DURING
CONSTRUCTION
CLOSE VALVE DURING
CONSTRUCTION
CLOSE VALVE DURING
CONSTRUCTION
4108"
15.00' WIDE
WATERLINE
EASEMENT
RIGHT-OF-WAY RIGHT-OF-WAYEDGE OF
PAVEMENT
EDGE OF
PAVEMENT
INSTALL 18"
WATERLINE IN
STEEL CASING
260
270
280
290
300
260
270
280
290
300
0+00 1+00 2+00
EXISTING GROUND @
WATERLINE CENTERLINE
18" DI WATER
3.00' MIN COVER
DIRECTIONAL BORE
UNDER EXISTING PAVEMENT.
30" MINIMUM CASING. BORE
CASING PER DETAIL 580,
SHEET DTL2
INSTALL WATERLINE IN
30" MINIMUM CASING
5.00' MIN COVER
END STUB WITH CAP
7.6' FROM FACE OF CURB
0+23.60 (TRACT E)
18" IE=281.05
0+43.80 (TRACT E)
45° BEND
18" IE=281.05
0+45.80 (TRACT E)
45° BEND
18" IE=283.07
0+57.50 (TRACT E)
30" CASING IE=282.79
1 INCH = 20 FEET
20 10 20
SCALE
0
TRACT E - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
TRACT E - PLAN
SCALE: 1" = 20'
ROY ROGERS RD
SEE SHEET 6.1
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
APPL
E
D
A
L
E
R
D
BIRDSONG ST
16
9
T
H
A
V
E
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
16
5
T
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A
V
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D
F
O
X
T
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R
DESCHUTES LN
LUKE LN
BL
O
O
M
F
I
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L
D
A
V
E
AL
L
E
Y
B
AUTUMNVALE LN
SA
B
R
I
N
A
A
V
E
RO
Y
R
O
G
E
R
S
R
D
HOLL
Y
R
I
D
G
E
L
N
B
E
A
C
H
P
L
U
M
T
E
R
CLEMENTINE ST
PU
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P
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N
V
A
L
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B
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R
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SA
T
S
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A
A
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AMELIA ST
SHADOW TRAIL ST
FOREST HOLLOW ST
AP
P
L
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G
R
O
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E
T
E
R
C
A
L
A
B
A
S
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T
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GRANITA LN
SCHOLLS FERRY RD
N:
\
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\
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9
5
-
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4
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3
9
5
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1
.
(
5
.
3
)
W
T
-
T
R
A
C
T
E
.
d
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g
-
S
H
E
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T
:
5.
3
T
R
A
C
T
E
Ap
r
.
1
8
,
1
7
-
12
:
3
8
P
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
5.3
TRACT E
PLAN & PROFILE
WATER NOTES:
CUT IN TO EXISTING 18" WATERLINE. INSTALL 18" TEE
AND 18" MJ BUTTERFLY VALVE. 12" WATERLINE
CONNECTION FROM AUBERGINE TO FOREST HOLLOW TO
BE COMPLETED PRIOR TO INSTALLATION OF 18" TEE.
STA: 0+09.15, 0.00' LT. (TRACT E)
1D
16+0017+0018+00
W
W
W
W
W W W W W W W W W W W W
W
3B3B
41018"
41
0
18
"
SW ROY ROGERS ROAD (C.R. NO. 3150)
RADIUS=1000.00'
RIGHT-OF-WAY
RIGHT-OF-WAY
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
8
260
270
280
290
300
310
320
260
270
280
290
300
310
320
15+0016+0017+0018+0018+50
18" DI WATER
EXISTING GROUND @
STREET CENTERLINE
3.00' MIN COVER
1 INCH = 20 FEET
20 10 20
SCALE
0
SW ROY ROGERS RD - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SW ROY ROGERS RD - PLAN
SCALE: 1" = 20'
WATER NOTES:
INSTALL 18" - 45° MJ BEND
STA: 17+92.67, 29.09' LT. (ROY ROGERS)
STA: 17+97.80, 23.94' LT. (ROY ROGERS)
INSTALL 18" MJ BUTTERFLY VALVE
STA: 17+90.81, 29.10' LT. (ROY ROGERS)
3B
TRACT E
SEE SHEET 5.3
RO
Y
R
O
G
E
R
S
R
D
SE
E
S
H
E
E
T
6.
2
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
APPL
E
D
A
L
E
R
D
BIRDSONG ST
16
9
T
H
A
V
E
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
16
5
T
H
A
V
E
RE
D
F
O
X
T
E
R
DESCHUTES LN
LUKE LN
BL
O
O
M
F
I
E
L
D
A
V
E
AL
L
E
Y
B
AUTUMNVALE LN
SA
B
R
I
N
A
A
V
E
RO
Y
R
O
G
E
R
S
R
D
HOLL
Y
R
I
D
G
E
L
N
B
E
A
C
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P
L
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T
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R
CLEMENTINE ST
PU
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B
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SA
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A
A
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AMELIA ST
SHADOW TRAIL ST
FOREST HOLLOW ST
AP
P
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G
R
O
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E
T
E
R
C
A
L
A
B
A
S
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T
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GRANITA LN
SCHOLLS FERRY RD
N:
\
p
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j
\
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9
5
-
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4
1
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9
D
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.
(
6
)
W
T
-
R
O
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R
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G
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R
S
.
d
w
g
-
S
H
E
E
T
:
6.
1
R
O
Y
R
O
G
E
R
S
Ap
r
.
1
8
,
1
7
-
10
:
4
9
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
6.1
ROY ROGERS RD
PLAN & PROFILE
8
SEE WATER CONNECTION DETAIL
ON THIS SHEETSW ROY ROGERS ROAD (C.R. NO. 3150)
5+
7
6
6+
0
0
12+0013+0014+0015+00
XW
X
W
X
W
X
W
X
W
X
W
XW
XW
XW
XW
XW
XW
XW
XW XW XW XW XW XW XW XW XW XW
1E
1D
W
W
W
W
W
W
W W W W W W W W W W W
S
S
XSS
XSS
XSS
X
S
D
X
S
D
X
S
D
X
S
D
41018"
55
0
12
"
55018"41018"
55
0
18
"
41018"
3B3B
FUTURE RIVER
TERRACE EAST
NO. 3
7
RIGHT-OF-WAY
RIGHT-OF-WAY
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
280
290
300
310
320
330
340
280
290
300
310
320
330
340
11+7512+0013+0014+0015+00
EXISTING GROUND @
STREET CENTERLINE
3.00' MIN COVER
18" DI WATER 18" EX. DI WATER
18" EX. DI WATER
18" DI WATER
12" WT/18" WT
1.00' CLR
1 INCH = 20 FEET
20 10 20
SCALE
0
SW ROY ROGERS RD - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SW ROY ROGERS RD - PLAN
SCALE: 1" = 20'
WOODGROVE ST
SEE SHEET 7
RO
Y
R
O
G
E
R
S
R
D
SE
E
S
H
E
E
T
6.
1
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
APPL
E
D
A
L
E
R
D
BIRDSONG ST
16
9
T
H
A
V
E
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
16
5
T
H
A
V
E
RE
D
F
O
X
T
E
R
DESCHUTES LN
LUKE LN
BL
O
O
M
F
I
E
L
D
A
V
E
AL
L
E
Y
B
AUTUMNVALE LN
SA
B
R
I
N
A
A
V
E
RO
Y
R
O
G
E
R
S
R
D
HOLL
Y
R
I
D
G
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L
N
B
E
A
C
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P
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T
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CLEMENTINE ST
PU
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P
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V
A
L
L
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AU
B
E
R
G
I
N
E
T
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SA
T
S
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A
A
V
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AMELIA ST
SHADOW TRAIL ST
FOREST HOLLOW ST
AP
P
L
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G
R
O
V
E
T
E
R
C
A
L
A
B
A
S
H
T
E
R
GRANITA LN
SCHOLLS FERRY RD
N:
\
p
r
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j
\
3
9
5
-
0
4
1
\
0
9
D
r
a
w
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g
s
\
0
5
A
s
b
u
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t
s
\
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\
3
9
5
0
4
1
.
(
6
)
W
T
-
R
O
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R
O
G
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R
S
.
d
w
g
-
S
H
E
E
T
:
6.
2
R
O
Y
R
O
G
E
R
S
Ap
r
.
1
8
,
1
7
-
10
:
4
9
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
6.2
ROY ROGERS RD
PLAN & PROFILE
WATER NOTES:
CUT IN TO EXISTING 18" WATERLINE. INSTALL 18" TEE
AND (2) 18" MJ BUTTERFLY VALVES (SOUTH AND EAST).
STA: 12+03.23, 38.36' LT. (ROY ROGERS)
CUT IN TO EXISTING 18" WATERLINE. INSTALL 18" X 12"
TEE AND 12" MJ BUTTERFLY VALVE.
STA: 12+08.06, 38.25' LT. (ROY ROGERS)
INSTALL 18" - 45° MJ BEND
STA: 12+03.29, 41.36' LT. (ROY ROGERS)
STA: 12+04.28, 42.34' LT. (ROY ROGERS)
EXTEND EXISTING 2" CONNECTION EAST. INSTALL 2"
COMBINATION AIR & VACUUM VALVE PER CITY OF
TIGARD DRAWING NO. 591.
STA: 11+59.84, 61.17' LT. (ROY ROGERS)
3B
1D
1E
7
XW XW
WXWXWXW
W
W W W
18"
18"
18"
12
"
12" MJ BUTTERFLY VALVE
18" MJ BUTTERFLY VALVE
18" 45° MJ BEND
18" 45° MJ BEND
18" MJ BUTTERFLY VALVE
18"X12" MJ TEE
18" MJ TEE
18" MJ SLEEVE
WATER CONNECTION DETAIL
NTS
XW
XW
XW
XW
XW
XW
XW
XW
P
G
E
6
4
4
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
(
C
.R
.
N
O
.
3
15
0
)
SW
P
E
A
C
H
B
L
O
S
S
O
M
A
V
E
SW WOODGROVE ST
5+76 6+00 7+00 8+00 9+00
10+00
12
+
0
0
13
+
0
0
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XW
XW
XW
XW
4 1B42B
3B3B
W W W W W W W W W W W W W W W W
W
W
W
W
W
W
55012"
1D
1E
4
1
0
1
8
"
55
0
18
"
41
0
18
"
FUTURE RIVER
TERRACE EAST
NO. 3
7
RIGHT-OF-WAY
RIGHT-OF-WAY
310
320
330
340
350
310
320
330
340
350
6+00 7+00 8+00 9+00 10+00 10+25
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
3.00' MIN COVER
12" WT/18" WT
1.00' CLR
12" DI WATER
1 INCH = 20 FEET
20 10 20
SCALE
0
SW WOODGROVE ST - PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SW WOODGROVE ST - PLAN
SCALE: 1" = 20'
ROY ROGERS RD
SEE SHEET 6.2
WATERLINE EXTENSION
KEY MAP
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
APPL
E
D
A
L
E
R
D
BIRDSONG ST
16
9
T
H
A
V
E
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
16
5
T
H
A
V
E
RE
D
F
O
X
T
E
R
DESCHUTES LN
LUKE LN
BL
O
O
M
F
I
E
L
D
A
V
E
AL
L
E
Y
B
AUTUMNVALE LN
SA
B
R
I
N
A
A
V
E
RO
Y
R
O
G
E
R
S
R
D
HOLL
Y
R
I
D
G
E
L
N
B
E
A
C
H
P
L
U
M
T
E
R
CLEMENTINE ST
PU
M
P
K
I
N
V
A
L
L
E
Y
T
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R
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FOREST HOLLOW ST
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GRANITA LN
SCHOLLS FERRY RD
N:
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.
1
8
,
1
7
-
10
:
4
9
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
7
WOODGROVE ST
PLAN & PROFILE
WATER NOTES:
CONNECT 12" TO 8" TEE W/ 12" X 8" REDUCER
STA: 9+99.473, 12.940' RT. (WOODGROVE)
CUT IN TO EXISTING 18" WATERLINE. INSTALL 18" TEE
AND (2) 18" MJ BUTTERFLY VALVES (SOUTH AND EAST).
STA: 6+11.36, 11.36' RT. (WOODGROVE)
CUT IN TO EXISTING 18" WATERLINE. INSTALL 18 X 12"
TEE AND 12" MJ BUTTERFLY VALVE.
STA: 6+11.55, 9.00' RT. (WOODGROVE)
INSTALL 12" X 8" MJ TEE. INSTALL 8" MJ GATE VALVE
(NORTH)
STA: 7+67.69, 9.00' RT. (WOODGROVE)
INSTALL 18" - 45° MJ BEND
STA: 6+14.36, 3.89' RT. (WOODGROVE)
STA: 6+15.40, 4.85' RT. (WOODGROVE)
INSTALL 12" - 22.5° MJ BEND
STA: 9+71.91, 8.40' RT. (WOODGROVE)
STA: 9+97.82, 13.29' RT. (WOODGROVE)
EXTEND EXISTING 2" CONNECTION EAST. INSTALL 2"
COMBINATION AIR & VACUUM VALVE PER CITY OF
TIGARD DRAWING NO. 591.
STA: 6+30.43, 42.99' LT. (WOODGROVE)
2B
1D
1E
1B
3B
4
7
DTL1
WATER
DETAILS
WATERLINE EXTENSION
N:
\
p
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\
3
9
5
-
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4
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0
9
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E
R
Ap
r
.
1
8
,
1
7
-
10
:
5
0
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017
12"
24"
DTL2
WATER
DETAILS (2)
WATERLINE EXTENSION
N:
\
p
r
o
j
\
3
9
5
-
0
4
1
\
0
9
D
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a
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(
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)
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S
.
d
w
g
-
S
H
E
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T
:
DT
L
2
-
W
A
T
E
R
Ap
r
.
1
8
,
1
7
-
10
:
5
0
A
M
bo
b
4/18/2017
ELEVATION DATUM: NGVD 29
POLYGON NW COMPANY
GEODESIGN, INC
Pacific
Community
Design
River Terrace
East
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
4/18/2017