HomeMy WebLinkAboutRiver Terrace Park Phase 2100
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
0
-
1
0
2
)
C
O
V
E
R
&
N
O
T
E
S
.
d
w
g
-
S
H
E
E
T
:
1
0
0
J
u
n
1
3
,
2
0
2
5
-
1
2
:
2
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
COVER SHEET
RIVER TERRACE
PARK
PHASE 2
1 INCH = 150 FEET
150 75 150
SCALE
0
WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS
DISK SET IN CONCRETE, NE CORNER OF INTERSECTION
OF SW ROY ROGERS ROAD AND SW BEEF BEND ROAD.
ELEVATION DATUM: NGVD 29, ELEVATION = 180.657
BENCHMARK:
TOLL BROS INC
8815 122ND AVE NE SUITE 200
KIRKLAND WA 98033
>P@ 425-825-5310
CONTACT: AARON HOLLINGBERY
APPLICANT:
PACIFIC COMMUNITY DESIGN INC
12564 SW MAIN ST.
TIGARD OR 97223
>P@ 503-941-9484
CONTACT: BLAKE ARELLANO PE
CIVIL ENGINEER:
PACIFIC COMMUNITY DESIGN INC
12564 SW MAIN ST.
TIGARD OR 97223
>P@ 503-941-9484
CONTACT: STACY CONNERY AICP
PLANNER:
KITTELSON ASSOCIATES INC
610 SW ALDER STREET STE 700
PORTLAND OR 97205
>P@ 503-228-5230
CONTACT: -ULIA KUHN PE
TRAFFIC ENGINEER:
GEOTECHNICAL ENGINEER:
GROSS ACREAGE: 13.87 AC
HUNT RIVER TERRACE LAND LLC
OWNERS:
PACIFIC COMMUNITY DESIGN INC
12564 SW MAIN ST.
TIGARD OR 97223
>P@ 503-941-9484
CONTACT: TRAVIS -ANSEN PLS PE
SURVEYOR:
SWCA ENVIRONMENTAL CONSULTANTS
434 NW SIXTH AVENUE STE 304
PORTLAND OR 97209
>P@ 503-224-0333
CONTACTS: CHRIS MOLLER
NATURAL RESOURCE
CONSULTANT:
TL 100, 200, & 400 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 8 W.M. CITY OF TIGARD
WASHINGTON COUNTY, OREGON
RIVER TERRACE PARK PHASE 2
PACIFIC COMMUNITY DESIGN INC
12564 SW MAIN ST.
TIGARD OR 97223
>P@ 503-941-9484
CONTACT: MICHELLE HUNDLEY RLA
LANDSCAPE ARCHITECT:
ATTENTION:
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY
NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH
952-001-0100. 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.
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
CITY OF TIGARD, [P] 503-629-0111
TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431-4000
CITY OF TIGARD, [P] 503-645-6433
FRONTIER, [P] 503-277-2383
PRIDE DISPOSAL, [P] 503-625-6177
COMCAST, [P] 800-266-2278
UTILITIES SERVICES:
WATER:
STORM:
SEWER:
POWER:
GAS:
FIRE:
POLICE:
SCHOOL:
PARKS:
PHONE:
WASTE DISPOSAL:
CABLE:
NV5
703 BROADWAY ST, SUITE 650
VANCOUVER, WA 98660
[P] 503-726-3111
CONTACT: ZANE ROGERS
MORGAN HOLEN ASSOCIATES
3 MONROE PARKWAY SUITE P220
LAKE OSWEGO OR 97035
>P@ 971-409-9354
CONTACT: MORGAN HOLEN
ARBORIST:
(76 LOTS)
VICINITY MAP
S
W
R
O
Y
R
O
G
E
R
S
R
D
.
SW BULL MOUNTAIN RD.
PROJECT
SITE
CONSTRUCTION NOTES
BASED ON OUR REVIEW THE GRADING PLANS ARE IN
ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS.
ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE
OCTOBER 24, 2016 GEOTECHNICAL REPORT AND JULY 3, 2023
GEOTECHNICAL REPORT FOR PAVEMENT ENGINEERING
DESIGN. LOCK+LOAD RETAINING WALLS SHOULD BE
DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE
FEBRUARY 8, 2024 RETAINING WALL DESIGN MEMO FOR THE
SITE.
BY:
NV5
SHEET INDEX:
100 COVER SHEET
101 GENERAL CONSTRUCTION NOTES
102 CONDITONS OF APPROVAL
103 EXISTING CONDITIONS
104 SITE PLAN
105 STREET SECTIONS
106 GRADING PLAN
107 LOT SECTIONS
108 LOT SECTIONS
109 LOT SECTIONS
110 WALL GRADING PLAN
111 WALL GRADING
112 WALL GRADING
112.1-112.4 WALL DETAILS
113 COMP UTIL
114-117 TREE PRESERVATION
118 UTILITIES & CWS EASEMENTS
201 SW EVERTON STREET PLAN & PROFILE
202 SW SWALLOW TERRACE PLAN & PROFILE
203 SW PERTH ROAD PLAN & PROFILE
204 SW PERTH ROAD PLAN & PROFILE
205 SW 163RD AVENUE PLAN & PROFILE
206 SW 162ND AVENUE PLAN & PROFILE
207 SW HAWK RIDGE ROAD PLAN & PROFILE
208 SW 161ST AVENUE PLAN & PROFILE
208.1 FUTURE SW 161ST AVENUE PLAN & PROFILE
209 SW 161ST AVENUE & SW MAYBELL LANE PLAN & PROFILE
210 SW BLACKSTONE LANE PLAN & PROFILE
211 SW ROSLYN LANE PLAN & PROFILE
212 ALLEY A PLAN & PROFILE
213 163RD AVE FUTURE PLAN & PROFILE
214 SW 162ND TER FUTURE PLAN & PROFILE
215 SW MAYBELLE LN FUTURE PLAN & PROFILE
CR1-CR12 CURB RETURNS
FG1 FINE GRADING
D2.01-D2.04 STREET DETAILS
301 SDLN-1 PLAN & PROFILE
302 SDLN-1 PLAN & PROFILE
303 SDLN-1 PLAN & PROFILE
304 SDLN-2 PLAN & PROFILE (PRIVATE)
305 SDLN-3 PLAN & PROFILE
306 SDLN-4 PLAN & PROFILE
307 SDLN-5 PLAN & PROFILE
308 SDLN-7 PLAN & PROFILE
309 SDLN-8 PLAN & PROFILE
310 SDLN-9 & SDLN-12 PLAN & PROFILE
311 SDLN-6 & SDLN-10 PLAN & PROFILE
312 SDLN-13 & SDLN-14 PLAN & PROFILE (PRIVATE)
313 SDLN-15 PLAN & PROFILE (PRIVATE)
314 SDLN-16 PLAN & PROFILE (PRIVATE)
315 WQ FACILITY
316-317 WQ DETAILS
D3.01-D3.06 STORM DETAILS
401 SSLN-I PLAN & PROFILE
402 SSLN-A & SSLN-H PLAN & PROFILE
403 SSLN-A PLAN & PROFILE
404 SSLN-A PLAN & PROFILE
405 SSLN-D PLAN & PROFILE
406 SSLN-E PLAN & PROFILE
407 SSLN-F PLAN & PROFILE
408 SSLN-G PLAN & PROFILE
D4.01-D4.02 SANITARY DETAILS
501 WATERLINE PLAN
502 WATERLINE PROFILES
503 WATERLINE PROFILES (2)
504 WATERLINE PROFILES (3)
D5.01 WATER DETAILS
D5.02 WATER DETAILS (2)
SS1 SIGNAGE & STRIPING
SS2 SIGNAGE & STRIPING DETAILS
SS3 SIGNAGE & STRIPING DETAILS (2)
SS4 SIGNAGE & STRIPING DETAILS (3)
L1.01 TREE CANOPY SITE PLAN
L1.02 TREE CANOPY SITE PLAN
L1.03 TREE CANOPY DETAILS AND NOTES
L1.04 TREE CANOPY DETAILS AND NOTES
L2.01 OPEN SPACE LAYOUT AND MATERIALS PLAN
L2.02 OPEN SPACE PLANTING PLAN
L2.03 FENCING PLAN
L2.04 IRRIGATION SERVICE PLAN
L3.01 POND COMMUNITY AMENITIES MATERIALS & LAYOUT PLAN
L3.02 POND COMMUNITY AMENITIES GRADING PLAN
L3.03 POND COMMUNITY AMENITIES PLANTING PLAN AND NOTES
L3.04 POND COMMUNITY AMENITIES PLANTING LEGEND
L4.01 PLANTING DETAILS
L4.02 CONSTRUCTION DETAILS
L4.03 CONSTRUCTION DETAILS
L4.04 CONSTRUCTION DETAILS
L4.05 CONSTRUCTION DETAILS
L4.06 CONSTRUCTION DETAILS
L4.07 CONSTRUCTION DETAILS
L4.08 CONSTRUCTION DETAILS
L4.09 CONSTRUCTION DETAILS
IR1.01 IRRIGATION LAYOUT PLAN
IL-1 ILLUMINATION LEGEND & DETAILS
IL-2 ILLUMINATION TABLE
IL-3 ILLUMINATION PLANS
S0.10 RETAINING WALL STRUCTURAL PLAN
S0.2 STRUCTURAL PLANS
EC1.1 EROSION CONTROL COVER SHEET
EC1.2 EROSION CONTROL NOTES
EC2 EXISTING CONDITIONS AND DEMOLITION PLAN
EC3 RUNOFF CONTROL PLAN
EC4 SITE IMPROVEMENT PLAN
EC5.1 VERTICAL CONSTRUCTION AND SITE STABILIZATION PLAN
EC5.2 VERTICAL CONSTRUCTION AND SITE STABILIZATION PLAN
EC6.1 EROSION AND SEDIMENT CONTROL DETAILS
7/10/25
Patrick Espinosa
7/10/25
Patrick Espinosa
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
0
-
1
0
2
)
C
O
V
E
R
&
N
O
T
E
S
.
d
w
g
-
S
H
E
E
T
:
1
0
1
J
u
n
1
3
,
2
0
2
5
-
1
2
:
2
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
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.
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).
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
1.ALL JOINTS TO BE RESTRAINED.
2.OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY.
3.OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED.
4.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE
CONSTRUCTION SITE AT ALL TIMES.
5.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION)
STANDARDS.
6.ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR.
7.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.
8.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36”. BACKFILL SHALL
BE ¾”-0” GRAVEL.
9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36” OF FINISHED GRADE, OTHERWISE VALVE
OPERATING NUT EXTENSIONS WILL BE REQUIRED.
10.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE
REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.)
11.A 4X4X8'-0”, PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2” 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.
12.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6” FLG. (FLANGE) TEE, 6” FLG. X MJ GATE VALVE,
6” MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6” MJ, 5
1/4” MVO, 3 PORT (2-2 1/2” NST HOSE CONNECTION, 1-4 1/2” NST PUMPER,) 1 ½” PENTAGON
OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION
A-423, WATERIOUS PACER 6790, CLOW MEDALLION.
13.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ½ CUBIC
YARDS OF CRUSHED 2”-3/4” DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO
SEPARATE THE ROCK FROM THE EARTH COVER.
14.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN
SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6” THICK FOR A DISTANCE OF 10 FEET ON
BOTH SIDES 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.
15.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.
16.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 AT 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
PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A
TRAINED TIGARD WATER WORKER.
17.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.
18.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 THE TPW
WATER DIVISION BEFORE WATER SERVICE CAN BEGIN.
WATER CONSTRUCTION NOTES
1.THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING,
EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND
IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE
CONSTRUCTION-DEVELOPMENT PLAN SET.
2.SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER
STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME.
3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL
TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY
TIME.
4.EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE
CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS
ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO
EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM
DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST.
5.STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM
BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED
BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND
SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE
CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF
12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1½"
-- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER
FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO
FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER
SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL
SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING
A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL.
6.THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN
ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN
UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS.
7.THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S
REPORT/RECOMMENDATION CHANGES.
8.IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS 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 MITIGATE THE WATER ENCOUNTERED.
9.THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF
THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL.
10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION,
ETC.).
GRADING NOTES
1.ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED
2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM,
DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON
THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES.
3.ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS.
4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034
(SDR 35).
5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR
STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL
AREAS IS 90%.
6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE
REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER
CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK.
THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL -
OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED
PRIOR TO DOING ANY TESTING OR VIDEO TAPING.
7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE
PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED
IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST).
STORM AND SANITARY SEWERS
8.NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK.
9.STORM LATERALS WILL BE 4” DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00%
UNLESS OTHERWISE NOTED ON PLANS.
10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED “D” IN THE CURB.
11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8
(TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES
“DESIGN AND CONSTRUCTION STANDARDS”.
12.SANITARY LATERALS WILL BE 4” DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF
2.00% UNLESS OTHERWISE NOTED ON PLANS.
13.ALL SANITARY LATERALS SHALL BE STAMPED “S” IN THE CURB
14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE
2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED GREEN.
ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST)
15.ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED
AREAS
STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS
1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND
STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH
THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT.
2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF
TRANSPORTATION, FHWA, CURRENT EDITION.
3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH
THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB
SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC
CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA.
4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING
FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS
RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS
TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE)
AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS.
5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE
GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT
EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF
CONSTRUCTION WORK.
6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING
NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK
STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED.
7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO
INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED.
8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED
BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED
BY THE CITY MANAGER.
9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED
TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE
PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M.
UNLESS AUTHORIZED BY THE CITY ENGINEER.
10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED
WITH AT LEAST 2” OF HOT MIX ASPHALT.
11.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL
SHALL ALSO BE PROVIDED FOR.
12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL
REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO
ASSURE PUBLIC SAFETY.
13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE
CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO
ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING.
14.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT
503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR
(24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK
COVERED BY THE PERMIT.
15.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED
CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA.
ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND
TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE
CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES
TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK
PERFORMANCE.
16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF
THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN
A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT
HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA.
17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF
ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL
BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME
ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP.
18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE
INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ
REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND
STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.
19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A
STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT
MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED,
WITH LIKE KIND AND MATERIAL.
20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED
WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,
PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY
MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH
EFFECTIVE DRAINAGE CONTROL.
21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY
NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH
OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY
CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE
CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS
EXPENSE.
22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION
AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF
NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES
BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST
BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL
COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES.
23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL
BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO
TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION.
THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE
RESULTING FROM THE PROSECUTION OF THE WORK.
24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING
FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S
OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN
CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL
BE DONE AT THE PERMIT HOLDERS EXPENSE.
25.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS,
INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS
AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR
FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG
WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED).
IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS
NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC
FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES,
HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR
RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91).
INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS.
26.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE
"AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE
REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY
BUILDINGS TO THE SEWER SYSTEM.
26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION
REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER
AGREEMENT NOTE # 5.)
27.THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND
OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR
CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION
ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT
HOLDER'S EXPENSE.
28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND
WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION
ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION.
29.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE
PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE.
30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL
AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED.
31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES
AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE
AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL
BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE
CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES.
32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY
INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF
A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER
OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE
CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES.
33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER
RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF
RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE
CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT
HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR
EASEMENTS.
34.BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A
PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER
SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY
DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT.
35.(PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY
AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED
MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY.
36.(PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A
SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY.
THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS
FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS.
ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER
SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC
WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND
DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL
PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE
FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION.
101
GENERAL
CONSTRUCTION
NOTES
102
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
0
-
1
0
2
)
C
O
V
E
R
&
N
O
T
E
S
.
d
w
g
-
S
H
E
E
T
:
1
0
2
J
u
n
1
3
,
2
0
2
5
-
1
2
:
2
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
CONDITONS
OF
APPROVAL
RIVER TERRACE
PARK
PHASE 2
CONDITIONS OF APPROVAL
42.PRIOR TO ANY SITE WORK FOR PHASE 2, THE PROJECT ARBORIST MUST PERFORM A SITE INSPECTION FOR TREE
PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND
WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE CITY MANAGER OR DESIGNEE WITHIN ONE
WEEK OF THE SITE INSPECTION.
43.THE PROJECT ARBORIST MUST PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE PROTECTION
MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, DOCUMENT
COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A
SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION.
44.PRIOR TO ANY SITE WORK FOR PHASE 2, THE APPLICANT MUST SUBMIT A SOIL VOLUME PLAN TO DEMONSTRATE THE
SOIL VOLUME STANDARD IS MET FOR PROPOSED STREET TREES.
45.PRIOR TO ANY SITE WORK FOR PHASE 2, THE APPLICANT MUST INCLUDE DESIGN FOR ALL RETAINING WALLS TO BE
CONSTRUCTED WITHIN PHASE 2 WITH THE PFI SUBMITTAL.
46.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT IS REQUIRED
FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK AND ANY OTHER WORK IN THE PUBLIC
RIGHT-OF-WAY. SIX (6) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS MUST BE SUBMITTED FOR REVIEW TO THE
ENGINEERING DEPARTMENT. NOTE: THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING
DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY
IMPROVEMENT PERMIT PLANS MUST CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH
ARE AVAILABLE AT CITY HALL AND THE CITY’S WEB PAGE (WWW.TIGARD-OR.GOV).
47.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST SUBMIT THE EXACT LEGAL NAME,
ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED AS THE
“PERMITTEE”, AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC IMPROVEMENTS. FOR EXAMPLE,
SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH
THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE TO PROVIDE
ACCURATE INFORMATION TO THE ENGINEERING DEPARTMENT WILL DELAY PROCESSING OF PROJECT DOCUMENTS.
48.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST PROVIDE A CONSTRUCTION VEHICLE
ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND
TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING
MUST BE PROVIDED ON-SITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE
ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR
OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS
APPLICATION, AND MUST INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT.
49.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT’S CITY OF TIGARD PUBLIC FACILITY
IMPROVEMENT PERMIT CONSTRUCTION DRAWINGS MUST INDICATE THAT STREET IMPROVEMENTS, INCLUDING TRAFFIC
CONTROL DEVICES, MAILBOX CLUSTERS, CONCRETE SIDEWALKS, DRIVEWAY APRONS, CURBS, ASPHALTIC CONCRETE
PAVEMENT, SANITARY SEWERS, STORM DRAINAGE, STREET TREES, STREETLIGHTS, AND UNDERGROUND UTILITIES MUST
BE INSTALLED WITHIN THE INTERIOR SUBDIVISION STREETS. LOCAL STREETS MUST BE DESIGNED AND CONSTRUCTED TO
LOCAL STREET STANDARDS. REQUIREMENTS PRIOR TO COMMENCING SITE IMPROVEMENTS FOR SPECIFIC STREETS ARE AS
FOLLOWS:
•SW POTOMAC/PERTH ROAD, A CITY NEIGHBORHOOD ROUTE, MUST BE SHOWN TO HAVE:
RIGHT-OF-WAY DEDICATION OF 58 FEET, MINIMUM, ADDITIONAL 8 FEET FOR SECTION OF ROADWAY WITH BIKE
LANES AND PARKING
PAVEMENT WIDTH OF 36 FEET, 44 FEET WHERE PARKING IS INCLUDED
CONCRETE CURB OR CURB AND GUTTER AS NEEDED
SANITARY SEWER
STORM DRAINAGE
UNDERGROUND UTILITIES
5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP
STREET TREES, LIGHTING, STRIPING, SIGNS
TRAFFIC CONTROL DEVICES
•SW 161ST AVENUE NORTH OF SW MAYBELLE LANE, A CITY NEIGHBORHOOD ROUTE, MUST BE SHOWN TO HAVE:
RIGHT-OF-WAY DEDICATION OF 58 FEET, MINIMUM
PAVEMENT WIDTH OF 36 FEET, AND MATCH EXISTING PAVEMENT WIDTH AT NORTH PROPERTY BOUNDARY
CONCRETE CURB OR CURB AND GUTTER AS NEEDED
SANITARY SEWER
STORM DRAINAGE
UNDERGROUND UTILITIES
5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP
STREET TREES, LIGHTING, STRIPING, SIGNS
TRAFFIC CONTROL DEVICES
•SW 161ST AVENUE SOUTH OF SW MAYBELLE LANE, A CITY NEIGHBORHOOD ROUTE, MUST BE SHOWN TO HAVE:
VARIABLE RIGHT-OF-WAY DEDICATION, MINIMUM 43 FEET AND A MAXIMUM OF 58 FEET
PAVEMENT WIDTH OF 24 FEET
CONCRETE CURB OR CURB AND GUTTER AS NEEDED
UNDERGROUND UTILITIES
5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP ALONG WESTERN SIDE OF STREET
STREET TREES, LIGHTING, STRIPING, SIGNS
TRAFFIC CONTROL DEVICES
•YUKON/EVERTON STREET, 164TH AVENUE, SWALLOW TERRACE, 163RD AVENUE, 162ND AVENUE, 162ND TERRACE,
MAYBELLE LANE, ROSLYN LANE, AND BLACKSTONE LANE, LOCAL RESIDENTIAL SKINNY STREETS, PER TDC FIGURE
18.810.4.B, MUST BE SHOWN TO HAVE:
RIGHT-OF-WAY DEDICATION OF 50 FEET MINIMUM
PAVEMENT WIDTH OF 28 FEET CURB TO CURB
CONCRETE CURB OR CURB AND GUTTER AS NEEDED
SANITARY SEWER
STORM DRAINAGE
UNDERGROUND UTILITIES
5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP
STREET TREES, LIGHTING, STRIPING, SIGNS
TRAFFIC CONTROL DEVICES
PARKING ON BOTH SIDES OF THE STREET
•SW HAWK RIDGE ROAD, A LOCAL RESIDENTIAL SKINNY STREET, MUST BE SHOWN TO HAVE:
VARIABLE RIGHT-OF-WAY DEDICATION, MINIMUM 41 FEET AND A MAXIMUM OF 46 FEET
PAVEMENT WIDTH OF 24 FEET CURB TO CURB
CONCRETE CURB OR CURB AND GUTTER AS NEEDED
SANITARY SEWER
STORM DRAINAGE
UNDERGROUND UTILITIES
5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP ALONG THE NORTHERN SIDE OF THE STREET
STREET TREES, LIGHTING, STRIPING, SIGNS
TRAFFIC CONTROL DEVICES
PARKING ALLOWED ON NORTHERN SIDE OF THE STREET ONLY
•PRIVATE ALLEY
MUST BE CONTAINED IN A TRACT NOT LESS THAN 20 FEET WIDE
DEMONSTRATE ADEQUATE TURNING RADIUS AT EACH OF ALLEY
50.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST SUBMIT PROFILES OF ALL STREETS
WITH THEIR PERMIT APPLICATION(S).
51.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST SUBMIT A PRELIMINARY
CERTIFICATION OF ADEQUATE SIGHT DISTANCE FOR EACH PUBLIC STREET INTERSECTION CREATED WITH THIS
DEVELOPMENT, PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER, AS WELL AS A DETAILED LIST OF
IMPROVEMENTS NECESSARY TO OBTAIN ADEQUATE INTERSECTION SIGHT DISTANCE.
52.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST PROVIDE A QUEUEING PLAN FOR SW
HAWK RIDGE ROAD, SHOWING NO PARKING AREAS TO ACCOMMODATE TWO-WAY TRAFFIC.
53.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT’S PFI PLANS MUST ALSO PROVIDE FOR
FUTURE DEVELOPMENT BY EXTENDING THE PROPOSED SEWER MAIN TO THE EAST PROPERTY BOUNDARY.
54.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST SUBMIT FINAL DESIGN PLANS AND
CALCULATIONS TO SHOW THE WATER QUALITY SWALE TO BE CONSTRUCTED WITHIN THE PERMANENT FACILITY WILL
SATISFY THE REQUIREMENTS OF THE RIVER TERRACE STORMWATER MASTER PLAN.
55.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST SUBMIT FINAL CALCULATIONS FOR
THE DETENTION FACILITY USING THE TRUST MODEL TO MEET THE CONTINUOUS FLOW DURATION REQUIREMENTS AND
ENSURE THE AMOUNT OF AREA SET ASIDE FOR THE POND WITHIN THE DEVELOPMENT IS ADEQUATE. THE CALCULATIONS
AND ANY SUBSEQUENT REVISIONS TO SITE LAYOUT MUST BE SUBMITTED WITH THE APPLICANT’S CITY OF TIGARD PFI
PERMIT APPLICATION.
56.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST PROVIDE A FINAL GRADING PLAN
SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN MUST DETAIL THE PROVISIONS FOR SURFACE DRAINAGE
OF ALL LOTS, AND SHOW THAT THEY WILL BE GRADED TO INSURE THAT SURFACE DRAINAGE IS DIRECTED TO THE
STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING DEPARTMENT. FOR SITUATIONS
WHERE THE BACK PORTIONS OF LOTS DRAIN AWAY FROM A STREET AND TOWARD ADJACENT LOTS, APPROPRIATE
PRIVATE STORM DRAINAGE LINES MUST BE PROVIDED TO SUFFICIENTLY CONTAIN, CONVEY AND TREAT RUNOFF FROM
EACH LOT.
57.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST INCORPORATE THE
RECOMMENDATIONS FROM THE SUBMITTED GEOTECHNICAL REPORT BY GEODESIGN, DATED OCTOBER 24, 2016, INTO
THE FINAL GRADING PLAN. THE GEOTECHNICAL ENGINEER MUST BE EMPLOYED BY THE APPLICANT THROUGHOUT THE
ENTIRE CONSTRUCTION PERIOD TO ENSURE
THAT ALL GRADING, INCLUDING CUTS AND FILLS, ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN AND
APPENDIX J OF THE OREGON STRUCTURAL SPECIALTY CODE.
58.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE DESIGN ENGINEER MUST INDICATE ON THE GRADING
PLAN WHICH LOTS WILL HAVE NATURAL SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, AS WELL AS LOTS THAT WILL
HAVE NATURAL SLOPES IN EXCESS OF 20 PERCENT. THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF SPECIAL
GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY WHEN THE LOTS DEVELOP.
59.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE FINAL CONSTRUCTION PLANS MUST BE SIGNED BY THE
GEOTECHNICAL ENGINEER TO ENSURE THAT THEY HAVE REVIEWED AND APPROVED THE PLANS. THE GEOTECHNICAL
ENGINEER MUST ALSO SIGN THE AS-BUILT GRADING PLAN AT THE END OF THE PROJECT.
60.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST OBTAIN A CWS STORMWATER
CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS MUST BE SUBMITTED TO
THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW.
61.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST PROVIDE AN EROSION CONTROL PLAN
THAT INCLUDES ALL ON AND OFF SITE WORK CONFORMING TO THE "CWS EROSION PREVENTION AND SEDIMENT
CONTROL DESIGN AND PLANNING MANUAL” (CURRENT EDITION) AS PART OF THE PFI PERMIT DRAWINGS.
62.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, ANY EXTENSION OF PUBLIC WATER LINES MUST BE SHOWN
ON THE PROPOSED PFI PERMIT CONSTRUCTION AND MUST BE REVIEWED AND APPROVED BY THE CITY AS A PART OF THE
ENGINEERING DEPARTMENT PLAN REVIEW. NOTE: AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST WILL BE
ASSESSED PRIOR TO APPROVAL OF THE CITY OF TIGARD’S PFI PERMIT.
63.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT’S PFI DRAWING SET MUST SHOW A 16-INCH
WATER MAIN IN SW 164TH AVENUE AND SW POTOMAC/PERTH ROAD EAST TO SW 161ST AND SOUTH TO THE SOUTHERN
PROPERTY BOUNDARY. THE APPLICANT MAY APPLY FOR SDC WATER CREDITS FOR THE DIFFERENCE IN COST BETWEEN A
12- INCH LINE AND THE 16-INCH LINE FOR UPSIZING.
64.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT WILL BE REQUIRED TO PROVIDE WRITTEN
APPROVAL FROM TUALATIN VALLEY FIRE AND RESCUE (TVF&R) FOR FIRE FLOW, HYDRANT PLACEMENT AND ACCESS
PRIOR TO ISSUANCE OF THE CITY OF TIGARD’S SITE PERMIT.
65.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 2, THE APPLICANT MUST EXECUTE A DEVELOPMENT
AGREEMENT WITH THE CITY OF TIGARD DETAILING THE DESIGN, CONSTRUCTION, AND TIMING OF IMPROVEMENTS FOR
THE NEIGHBORHOOD PARK LOCATED IN TRACTS C AND D OF RIVER TERRACE PARK AND TRACT X OF SOUTH RIVER
TERRACE.
66.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, AND PERMIT ISSUANCE OF THE PROPOSED SALES OFFICE AND MODEL
HOMES, THE APPLICANT MUST DEMONSTRATE THAT THE FOLLOWING MEASURES ARE IN PLACE:
A.PROVISION OF ADEQUATE FIRE ACCESS AND WATER SUPPLY, INCLUDING FIRE HYDRANTS, AS DETERMINED BY THE
TVF&R.
B.PROVISION OF SAFE AND ADEQUATE PEDESTRIAN AND VEHICLE ACCESS, INCLUDING A SIDEWALK ALONG THE
FRONTAGE OF EACH MODEL HOME LOT AND CURBS AND THE FIRST LIFT OF ASPHALT ON ALL STREETS PROPOSED TO
SERVE EACH MODEL HOME LOT.
C.INSTALLATION OF UTILITIES WITHIN ALL STREETS PROPOSED TO SERVE EACH MODEL HOME LOT.
D.PROVISION OF ADEQUATE PARKING.
67.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST PROVIDE AUTHORIZATION, BINDING ITS
SUCCESSORS AND ASSIGNS, FOR THE CITY TO ENTER THE PROPERTY AND TAKE SUCH ACTIONS AS ARE NECESSARY TO
DEMOLISH AND REMOVE ANY TEMPORARY SALES OFFICE OR MODEL HOME THAT HAS BEEN DECLARED A NUISANCE. THE
APPLICANT MUST POST A PERFORMANCE BOND IN FAVOR OF THE CITY IN AN AMOUNT DESIGNATED IN THE TEMPORARY
USE APPROVAL AS A REASONABLE ESTIMATE OF THE COST SUFFICIENT FOR THIS PURPOSE. THE BOND MUST BE
RELEASED UPON FINAL PLAT APPROVAL.
68.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST SUBMIT A DETERMINATION IN WRITING BY THE
PARKS AND FACILITIES DIVISION MANAGER REGARDING DEDICATION OF OPEN SPACE OR OTHER PUBLIC USES.
69.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST SUBMIT A REVISED PARKING PLAN TO REFLECT
ANY CHANGES DUE TO HYDRANT PLACEMENT PER TUALATIN VALLEY FIRE AND RESCUE.
70.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, REVISE FINAL PLANS TO SHOW “NO PUE ON PARCEL 2 OF THE
PARTITION PLAT.”.
71.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE DEVELOPER MUST GRANT AN ACCESS EASEMENT ACROSS TRACT C
TO PARCEL 2 OF THE PARTITION, IN THE EVENT THAT ACCESS CANNOT BE OBTAINED FROM THE EAST END OF SW
YUKON/EVERTON STREET, FOR PURPOSES OF ACCESSING PARCEL 2 WITH MOWING EQUIPMENT.
72.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, (I) THE SW ROY ROGERS ROAD AND SW PERTH ROAD INTERSECTION
STRIPING ADJUSTMENTS DEPICTED ON EXHIBIT 1 OF THE KITTELSON & ASSOCIATES MEMO, DATED MARCH 10, 2023
MUST BE BONDED FOR OR COMPLETED AND (II) THE APPLICANT MUST PAY THE PROPORTIONAL SHARE AMOUNT OF
$223,300 TO WASHINGTON COUNTY TOWARD THE FUTURE TRAFFIC SIGNAL COST AT SW ROY ROGERS ROAD AND SW
PERTH ROAD.
73.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST OBTAIN WASHINGTON COUNTY FACILITIES PERMIT
FOR CONSTRUCTION WORK IN COUNTY RIGHTS OF WAY.
THE APPLICANT’S WASHINGTON COUNTY FACILITIES PERMIT MUST CONTAIN:
•CONSTRUCTION DRAWINGS FOR WORK WITHIN THE COUNTY RIGHT OF WAY TO EXTEND SW 161ST AND SW 164TH
AVENUES
SOUTH TO SERVE THE DEVELOPMENT. THE APPLICANT MUST COMPLY WITH THE RECOMMENDED CONDITIONS BY
WASHINGTON COUNTY LUT, DATED FEBRUARY 14, 2017.
74.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST PAY AN ADDRESSING FEE FOR ADDRESSES WITHIN
PHASE 2 IN ACCORDANCE WITH THE CURRENT MASTER FEE SCHEDULE. (STAFF CONTACT: OSCAR CONTRERAS,
503-718-2687).
75.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, ALL PUBLIC INFRASTRUCTURE IMPROVEMENTS APPROVED AND DIRECTED
IN THE PFI PERMIT FOR PHASE 2 MUST BE CONSTRUCTED, COMPLETED AND/OR SATISFIED.
76.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST PREPARE CONDITIONS, COVENANTS AND
RESTRICTIONS (CC&R’S) FOR THIS PROJECT, TO BE RECORDED WITH THE FINAL PLAT, THAT CLEARLY LAYS OUT A
MAINTENANCE PLAN AND AGREEMENT FOR THE PROPOSED PRIVATE STREETS, PATHWAYS AND OPEN SPACE TRACTS.
THE STREET LIGHTS REQUIRED FOR
PRIVATE STREETS AND PATHWAYS MUST BE MAINTAINED AND PAID FOR BY THE HOA AND METERED SEPARATELY FROM
THE PUBLIC STREET LIGHT SYSTEM. THE CC&R’S MUST OBLIGATE THE PRIVATE PROPERTY OWNERS WITHIN THE
SUBDIVISION TO CREATE A HOMEOWNER’S ASSOCIATION TO ENSURE REGULATION OF MAINTENANCE FOR THE STREET(S)
AND ALLEYS. THE APPLICANT MUST SUBMIT A COPY OF THE CC&R’S TO THE ENGINEERING DEPARTMENT (OSCAR
CONTRERAS) PRIOR TO APPROVAL OF THE FINAL PLAT.
77.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST DEMONSTRATE THAT THEY HAVE FORMED AND
INCORPORATED A HOMEOWNER’S ASSOCIATION.
78.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT MUST PREPARE CONDITIONS, COVENANTS AND
RESTRICTIONS (CC&R’S) FOR THIS PROJECT, TO BE RECORDED WITH THE FINAL PLAT, THAT CLEARLY LAYS OUT A
MAINTENANCE PLAN AND AGREEMENT FOR THE PROPOSED LIDA PRIVATE WATER QUALITY AND DETENTION FACILITY.
THE CC&R’S MUST OBLIGATE THE PRIVATE PROPERTY OWNERS WITHIN THE SUBDIVISION TO CREATE A HOMEOWNER’S
ASSOCIATION TO ENSURE REGULATION OF MAINTENANCE FOR THE FACILITY.
79.PRIOR TO FINAL PLAT APPROVAL FOR PHASE 2, THE APPLICANT’S FINAL PLAT MUST CONTAIN STATE PLANE
COORDINATES [NAD 83 (91)] ON TWO MONUMENTS WITH A TIE TO THE CITY’S GLOBAL POSITIONING SYSTEM (GPS)
GEODETIC CONTROL NETWORK (GC 22). THESE MONUMENTS MUST BE ON THE SAME LINE AND MUST BE OF THE SAME
PRECISION AS REQUIRED FOR THE SUBDIVISION PLAT BOUNDARY (PER ORS 92.050). ALONG WITH THE COORDINATES,
THE PLAT MUST CONTAIN THE SCALE FACTOR TO CONVERT GROUND MEASUREMENTS TO GRID MEASUREMENTS AND THE
ANGLE FROM NORTH TO GRID NORTH. THESE
COORDINATES CAN BE ESTABLISHED BY:
•GPS TIE NETWORKED TO THE CITY’S GPS SURVEY.
•BY RANDOM TRAVERSE USING CONVENTIONAL SURVEYING METHODS.
FINAL PLAT APPLICATION SUBMISSION REQUIREMENTS ARE AS FOLLOWS:
A.SUBMIT FOR CITY REVIEW FOUR (4) PAPER COPIES OF THE FINAL PLAT PREPARED BY A LAND SURVEYOR LICENSED
TO PRACTICE IN OREGON, AND NECESSARY DATA OR NARRATIVE.
••FINAL PLAT AND DATA/NARRATIVE MUST BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY THE OREGON
REVISED STATUTES (ORS 92.050), WASHINGTON COUNTY, AND BY THE CITY OF TIGARD.
••FINAL PLAT MUST SHOW THE RIGHT-OF-WAY DEDICATION FOR ALL PUBLIC STREETS.
••SUBDIVISION PLATS WILL INCLUDE SIGNATURE LINES FOR CITY ENGINEER AND COMMUNITY DEVELOPMENT
DIRECTOR.
••PARTITION PLATS WILL INCLUDE A SIGNATURE LINE CITY ENGINEER.
NOTE: WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL THEY RECEIVE NOTICE FROM
THE CITY OF TIGARD ENGINEERING DEPARTMENT INDICATING THAT THE CITY HAS REVIEWED THE FINAL PLAT AND
SUBMITTED COMMENTS TO THE APPLICANT’S SURVEYOR. AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL
PLAT, SUBMIT ONE MYLAR OF THE FINAL PLAT FOR CITY ENGINEER SIGNATURE (FOR PARTITIONS), OR CITY ENGINEER
AND COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES (FORSUBDIVISIONS).
B.SUBMIT A CHECK IN THE AMOUNT OF THE CURRENT FINAL PLAT REVIEW FEE (CONTACT PLANNING/ENGINEERING
PERMIT TECHNICIANS, AT 503-718-2421).
80.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE APPLICANT MUST PROVIDE THE PLANNING DEPARTMENT
WITH A PAPER COPY OF THE RECORDED FINAL PLAT.
81.UNLESS EXPRESSLY PROVIDED OTHERWISE IN THIS APPROVAL, THIS PROPOSED DEVELOPMENT IS CONDITIONED ON THE
APPLICANT FULLY COMPLYING WITH THE PLANS, SPECIFICATIONS AND COMMITMENTS SET FORTH IN THE APPLICATION
DATED AND RECEIVED BY THE CITY JANUARY 18, 2017 AND ALL RELATED SUBMITTALS.
82.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE APPLICANT MUST PROVIDE THE ENGINEERING
DEPARTMENT WITH A PAPER COPY OF THE RECORDED FINAL PLAT .
83.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE CITY ENGINEER MUST DEEM THE STORMWATER
MANAGEMENT FACILITY COMPLETED, INCLUDED ALL PLANTINGS AND CONTROL STRUCTURES.
84.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE APPLICANT MUST SUBMIT AND OBTAIN APPROVAL OF A
CONSTRUCTION ACCESS AND PARKING PLAN FOR THE HOME BUILDING PHASE.
85.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE APPLICANT MUST SUBMIT A FINAL CONSTRUCTION
SUPERVISION REPORT PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER.
86.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE CITY ENGINEER MUST DEEM THE PUBLIC IMPROVEMENTS
SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION MUST BE WHEN: 1) ALL UTILITIES ARE INSTALLED AND
INSPECTED FOR COMPLIANCE, INCLUDING FRANCHISE UTILITIES, 2) ALL LOCAL RESIDENTIAL STREETS MUST BE FULLY
PAVED, 3) ANY OFF-SITE STREET
AND/OR UTILITY IMPROVEMENTS ARE SUBSTANTIALLY COMPLETED, AND 4) ALL PUBLIC STREET LIGHTS ARE INSTALLED
AND READY TO BE ENERGIZED. (NOTE: THE CITY APART FROM THIS CONDITION AND IN ACCORDANCE WITH THE CITY’S
MODEL HOME POLICY, MAY ISSUE MODEL HOME PERMITS).
87.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE APPLICANT MUST PROVIDE THE CITY WITH AS-BUILT
DRAWINGS OF THE PUBLIC IMPROVEMENTS AS FOLLOWS: 1) PAPER, 2) AN ELECTRONIC COPY, AND 3) THE AS-BUILT
DRAWINGS MUST BE TIED TO THE CITY’S GPS NETWORK. THE APPLICANT’S ENGINEER MUST PROVIDE THE CITY WITH AN
ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND
OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES,
REFERENCED TO NAD 83 (91). AS-BUILT SUBMITTAL MUST INCLUDE AN ACROBAT (***.PDF) FILE, ONE 11X17 PAPER COPY
AND THE ELECTRONIC POINT FILE AS STATE
ABOVE AND SHOWN IN THE EXAMPLE BELOW.
EXCEL SPREADSHEET/POINT DATABASE FILE EXAMPLE:
“FEATURE”; “TYPE”; “XCOORD”; “YCOORD”; “ZCOORD”:
“SSMH02”; “MH”; “7456892.234”; “6298769.879”; “192.45”
“WV03”, “WV”, “7456956.654”, “6298723.587”, “214.05
88.PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 2, THE APPLICANT MUST PROVIDE INTERSECTION SIGHT
DISTANCE CERTIFICATION MEETING WASHINGTON COUNTY STANDARDS.
89.PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 2, THE APPLICANT MUST HAVE APPROVAL FROM CWS TO CONNECT TO
AN OPERABLE PUMP STATION.
90.PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 2, THE CITY ENGINEER MUST DEEM THE PUBLIC IMPROVEMENTS IN
WASHINGTON COUNTY RIGHT-OF-WAY SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION MUST BE WHEN: 1) ALL
UTILITIES ARE INSTALLED AND INSPECTED FOR COMPLIANCE, INCLUDING FRANCHISE UTILITIES, 2) ALL PUBLIC STREETS
MUST BE FULLY PAVED,
3) ANY OFF-SITE STREET AND UTILITY IMPROVEMENTS ARE SUBSTANTIALLY COMPLETED, AND 4) ALL STREET LIGHTS
ARE INSTALLED AND READY TO BE ENERGIZED.
91.PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 2, OBTAIN A FINALED WASHINGTON COUNTY FACILITY PERMIT.
CONTINGENT
UPON THE FOLLOWING:
A.THE ROAD IMPROVEMENTS COMPLETED TO COUNTY STANDARDS.
B.UPON COMPLETION OF NECESSARY IMPROVEMENTS, SUBMIT FINAL CERTIFICATION OF ADEQUATE SIGHT DISTANCE
IN ACCORDANCE WITH COUNTY CODE, PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER.
92.PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 2, THE DEVELOPER WILL INSTALL A 5-FOOT-HIGH MINIMUM CHAIN LINK
FENCE AT THE TOP OF ALL RETAINING WALLS ADJACENT TO THE SOUTHERN BOUNDARY OF PARCEL 2.
CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL
TAX LOT 400
TAX MAP 2S108CB
36" CANTILEVER ABOVE
24" CANTILEVER ABOVE
38 Sq.Ft.ENTRYCOVERED
LIVABLE COVERAGE564 Sq.Ft.
"TUMALO"FARMHOUSE
COVERAGE391 Sq.Ft.
GARAGE
18 SQ.FT.PATIO1520FR
20'-0"
OVERALL
F.F.E.= 308.23
T.O.S.= 307.65
P
A
T
I
O
1
0
'
X
1
0
'
1
0
0
S
Q
.
F
T
.
C
O
N
C
R
E
T
E
P
A
T
I
O
1
0
'
X
1
0
'
1
0
0
S
Q
.
F
T
.
C
O
N
C
R
E
T
E
3
6
"
C
A
N
T
I
L
E
V
E
R
A
B
O
V
E
2
4
"
C
A
N
T
I
L
E
V
E
R
A
B
O
V
E
3
8
S
Q
.
F
T
.
E
N
T
R
Y
C
O
V
E
R
E
D
L
I
V
A
B
L
E
C
O
V
E
R
A
G
E
5
6
4
S
Q
.
F
T
.
"
T
U
M
A
L
O
"
M
O
D
E
R
N
C
O
V
E
R
A
G
E
3
9
1
S
q
.
F
t
.
G
A
R
A
G
E
5
0
'
-
6
"
O
V
E
R
A
L
L
1
8
S
Q
.
F
T
.
P
A
T
I
O
2
4
"
C
A
N
T
I
L
E
V
E
R
A
B
O
V
E
1
5
2
0
M
L
2
0
'
-
0
"
O
V
E
R
A
L
L
F
.
F
.
E
.
=
?
?
?
.
?
?
T
.
O
.
S
.
=
?
?
?
.
?
?
3
6
"
C
A
N
T
I
L
E
V
E
R
A
B
O
V
E
2
4
"
C
A
N
T
I
L
E
V
E
R
A
B
O
V
E
3
8
S
Q
.
F
T
.
E
N
T
R
Y
C
O
V
E
R
E
D
L
I
V
A
B
L
E
C
O
V
E
R
A
G
E
5
6
4
S
Q
.
F
T
.
"
T
U
M
A
L
O
"
M
O
D
E
R
N
C
O
V
E
R
A
G
E
3
9
1
S
q
.
F
t
.
G
A
R
A
G
E
5
0
'
-
6
"
O
V
E
R
A
L
L
1
8
S
Q
.
F
T
.
P
A
T
I
O
2
4
"
C
A
N
T
I
L
E
V
E
R
A
B
O
V
E
1
5
2
0
M
L
2
0
'
-
0
"
O
V
E
R
A
L
L
F
.
F
.
E
.
=
?
?
?
.
?
?
T
.
O
.
S
.
=
?
?
?
.
?
?
50
'
-
6
"
OV
E
R
A
L
L
36" CANTILEVER ABOVE
24" CANTILEVER ABOVE
38 Sq.Ft.ENTRYCOVERED
LIVABLE COVERAGE564 Sq.Ft.
"TUMALO"
FARMHOUSE
COVERAGE391 Sq.Ft.
GARAGE
18 SQ.FT.PATIO
24" CANTILEVER ABOVE
1520FR
20'-0"
OVERALL
F.F.E.= ???.??
T.O.S.= ???.??
C
O
V
E
R
E
D
F
.
F
.
E
.
=
?
?
?
.
?
?
T
.
O
.
S
.
=
?
?
?
.
?
?
25.00' TEMPORARY ACCESS
AND UTILITY EASEMENT PER
DOCUMENT NO. 2016-085344
SC
TAX LOT 500
TAX MAP 2S108CB
TAX LOT 100
TAX MAP 2S108CB
TAX LOT 200
TAX MAP 2S108CB
SC
DYH
D
Y H
32
0
33
0
33
0
33
0
34
0
31
2
31
4
31
6
31
8
3
2
2
32
2
32
2
3
2
4
32
4
32
4
32
6
32
632
6
32
8
32
8
32
8
33
2
332
33
2
33
4
33
6
33
8
34
2
34
4
3
1
0
3
2
0
3
3
0
34
0
35
0
36
0
37
0
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
3
1
6
3
1
8
3
2
2
3
2
4
3
2
6
3
2
8
3
3
2
3
3
4
33
6
33
8
34
2
3
4
4
34
6
34
8
35
2
35
4
35
6
35
8
3
6
2
3
6
4
3
6
6
3
6
8
XSS
XSS XSS
X
S
S
XSS XSS XSS
X
S
S
X
S
S
X
S
S
5
0
4
5
0
4
PGE
5106
6
4
4
6
4
4
6
4
4
6
4
4
64
4
64
4
XSD
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
XSDS DD
D
D
D
DDD
SS
S
S
S
S
S
SS
BUILDING
TO REMAIN
APPROXIMATE LOCATION
OF 10' WIDE EASEMENT
FOR ELECTRICAL AND
TELEPHONE LINES TO
BENEFIT PORTLAND
GENERAL ELECTRIC
20' ROAD AND
UTILITY EASEMENT
PER DOCUMENT NO.
2014-076508 TO
BENEFIT TAX LOT
3000
ROAD AND UTILITY EASEMENT PER
DOCUMENT NO. 2001-023276,
2001-023277, AND 2001-023278
TO BENEFIT MARTIN AND DRESSEL
SITE BOUNDARY EXISTING INLETS
TO REMAIN
S
W
1
6
1
S
T
A
V
E
EXISTING SS & SD MANHOLES TO REMAIN
EXISTING WETLAND
BUFFER TO REMAIN
EXISTING STORM
WATER MAIN FROM
PHASE 1
SW
1
6
4
T
H
A
V
E
EXISTING WATER
SERVICE TO REMAIN
EXISTING DRIVEWAY
TO REMAIN
PHASE 2/ PHASE 3
BOUNDARY
SW PERTH RD
SW EVERTON ST
ACCESS TO REMAIN
OPEN DURING
CONSTRUCTION
EXISTING SD & WT
LINE TO REMAIN
EXISTING SS & WT
LINE TO REMAIN
15.00' SANITARY
SEWER EASEMENT
SC
SC
X
S
D
WW
EXISTING PGE POLE
TO BE RELOCATED
RELOCATED PGE POLE
EXISTING SANITARY AND STORM
LINES TO BE REMOVED ONCE NEW
CONNECTION HAS BEEN ESTABLISHED
EXISTING WETLANDS
TO REMAIN
XSD
XSD
XSD
XSD
XS
D
XS
D
XS
D
50.00' TEMPORARY SEPTIC EASEMENT
PER DOCUMENT NO. 2016-085344
EXISTING STORM LATERAL
TO BE REMOVED
EXISTING STORM AND SANITARY LATERALS TO REMAIN. CONTRACTOR
TO INTERCEPT LATERAL AT PL AND CONNECT TO STORM SYSTEM
BUILT WITH PHASE 3. LATERAL WORK ON ADJACENT PROPERTY WILL
BE PERFORMED UNDER SEPARATE BUILDING PERMIT.
SC
SC
SC
SC
SC
SC
EXISTING SANITARY
LATERAL TO SERVE
TAXLOT 500
EXISTING SS
LINE TO REMAIN
340
3
5
0
33
2
334
336
338
342
344
346
34
8
PHASE 2 BOUNDARY
3
9
0
39
0
38
4
38
6
38
8
3
9
2
39
2
3
9
4
39
4
3
9
6
39
6
3
9
8
398
400
410
42
0
3
9
2
3
9
4
396
398
40
2
40
4
40
6
40
8
412
414
416
418
42
2
35
0
360
370
3
4
8
35
2
354
356
358
362
364
366
368
372
3
7
4
360
354
356
358
360
370
380
390
400
410
420
430
356
358
362
364
366
368
372
374
376
378
382
384
386
388
392
394
396
398
402
404
406
408
412
4
1
4
416
418
422
424
426
428
43
2
434
436
438
4
1
0
4
2
0
420
4
0
4
4
0
6
4
0
8
41
2
4
1
2
4
1
4
41
4
4
1
6
41
6
4
1
8
41
8
37
0
3
8
0
390
40
0
41
0
36
4
36
6
36
8
37
2
3
7
4
3
7
6
3
7
8
3
8
2
38
4
386
388
392
3
9
4
3
9
6
3
9
8
40
2
4
0
4
4
0
6
40
8
4
1
2
4
1
4
41
6
35
0
36
0
3
5
2
3
5
4
3
5
6
3
5
8
3
6
2
43
0
4
2
4
42
6
42
8
43
2
4
3
4
43
4
43
6
4
3
6
39
0
400
41
0
410
39
2
39
4
39639
8
402
4044
0
4
404
4
0
6
406
4
0
6
406
40
6
406
40
8
408
360358
362 364 366 368
350
352
35
0
34
4
34
6
346
34
6
34
8
35
2
35
4
430
42
2
42
4
426 428
432 434 436
370
38
0
390
366368 372 374376 378 38
2
38
4
38
6
388
392
394 394
SEPTIC SYSTEM TO BE
REMOVED AFTER ALTERNATE
SERVICE ESTABLISHED
103
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
3
)
E
X
C
O
N
.
d
w
g
-
S
H
E
E
T
:
1
0
3
J
u
n
1
3
,
2
0
2
5
-
1
2
:
2
9
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
EXISTING
CONDITIONS
RIVER TERRACE
PARK
PHASE 2
SCALE
1 INCH = 60 FEET
60 30 6000
EX WATER VALVE
EX WATER METER
EX FIRE HYDRANT
EX STORM CLEANOUT
EX AREA DRAIN
EX SANITARY CLEANOUT
EX STORM MANHOLE
EX SANITARY MANHOLE
DYH
EX TREES
EX LIGHT POLE
S C
S
D
EX CURB INLET
EX WATER LINE
EX STORM DRAIN
EX SANITARY SEWEREASEMENT LINES
LEGEND
EXISTING RIGHT-OF-WAY
EXISTING CENTERLINE
EXISTING PROPERTY LINE
EXISTING SIDEWALK
EXISTING PAVEMENT
EXISTING GRAVEL
EXISTING BUILDING
EXISTING WETLAND
EXISTING WETLAND BUFFER
EX FENCEX
EX BUTTERFLY/GATE VALVE
EX 2-FOOT CONTOURS
EX 10-FOOT CONTOURS
PHASE LINE
EXISTING BOUNDARY LINE
1
8
S
Q
.
F
T
.
P
A
T
I
O
1
8
S
Q
.
F
T
.
P
A
T
I
O
18 SQ.FT.PATIO
F
.
F
.
E
.
=
?
?
?
.
?
?
T
.
O
.
S
.
=
?
?
?
.
?
?
RIVER TERRACE PARK
PHASE 3
31+00 32+00 33+00 34+00 35+00
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
5+
3
2
9092
89
93
82838485
69 67817372717068
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
40
41
42
43
46
45
44
TRACT C
49
30
37
86 87 88
91
969594
50
47
48 747576777879
66606561575562636453TRACT E56 5958545251
24
80 TRACT G
38+17
25+00 26+00 27+00 28+00
29+00
30
+
0
0
3
1
+
0
0
32+0
0
33+00 34+00 35+00 36+00 37+00
38+00
9+67
1+
0
0
2+
0
0
3+
0
0
4+00 5+00 6+00 7+00 8+00 9+00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
20
+
0
0
23+50
10+0011+0012+00
23+00
4+933+00 4+00
TRACT H
TRACT D
PHASE 1
BOUNDARY
PHASE 3
BOUNDARY
L1
L2
L3
L4
C1
C2
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
L6
L5
C3
7+40
0+75
1+00
2+00 3+00 4+00 5+00 6+00 7+00
L7
L8
L9
C4
C
5
L10
L11
L1
2
C
6
C
7
L13
L15
L14
RIVER TERRACE PARK
PHASE 1(EXISITING)
B1
B4
AA
B
B
B
B
B
B3
C
B2
A2
A1
A1
A3
A1
A1
B
B
RIVER TERRACE PARK
PHASE 2
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
E
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
533.75'
431.58'
352.45'
512.35'
92.05'
240.69'
121.97'
24.24'
584.00'
50.03'
614.99'
688.18'
448.33'
493.33'
64.54'
BEARING
N89° 53' 32"E
N0° 26' 59"W
N89° 33' 01"E
N89° 33' 01"E
N0° 26' 59"W
N18° 30' 36"E
S20° 48' 46"W
S0° 26' 59"E
N89° 33' 01"E
S71° 04' 35"E
N89° 33' 01"E
N0° 26' 59"W
S89° 33' 01"W
N89° 33' 01"E
N80° 53' 03"E
CURVE TABLE
CURVE #RADIUS LENGTH CHORD DIRECTION
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
RADIUS
325.00'
300.00'
166.00'
166.00'
39.00'
275.00'
275.00'
LENGTH
252.03'
232.64'
54.93'
61.60'
61.26'
151.74'
154.09'
CHORD DIRECTION
S68° 14' 03"E
S68° 14' 03"E
N9° 01' 49"E
S10° 10' 54"W
S45° 26' 59"E
N16° 15' 28"W
N16° 00' 48"W
104
SITE PLAN
RIVER TERRACE
PARK
PHASE 2
SCALE
1 INCH = 60 FEET
60 30 6000
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED SIDEWALK
PROPOSED A.C. PAVING
LEGEND
PROPOSED SIDEWALK BY OTHERS
EXISTING SIDEWALK
PROPOSED CURB AND GUTTER
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED HANDICAP RAMP
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED BUILDING SETBACK
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING BOUNDARY LINE
XX PROPOSED STREET SECTION,
SEE SHEET 105
GENERAL NOTE:
FOR LINE AND CURVE INFORMATION, SEE
TABLES THIS SHEET
PROPOSED GRAVEL
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
4
)
S
I
T
E
.
d
w
g
-
S
H
E
E
T
:
1
0
4
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
0
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
NEIGHBORHOOD ROUTE
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDES A3B
LOCAL RESIDENTIAL
CITY OF TIGARD
PARKING ON BOTH SIDESB1
A1
NEIGHBORHOOD ROUTEA2
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SWPARK
7'5'
54' R.O.W.
32' PAVEMENT
R/W
PUE
8'
PLANT.
5'
2.50%
R/W
PUE
8'
PLANT.
5'
SW
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX
.
5:1 MAX.
TC = CL + 0.05'TC = CL + 0.05'
PARK
7'
0.5'0.5'
0.5'0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.10'
0.5'
0.5'
TRAVEL
12'
66' R.O.W.
44' PAVEMENT
LC
2
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
SW BIKE
6'
R/W
PUE
8'
PLANT.
5'
TC = CL + 1.00'
0.5'
0.5'
2.50%
SW
R/W
PUE
8'
PLANT.
5'
5:1 MAX.
TC = CL - 0.20'
0.5'
0.5'
PARK
8'
BIKE
6'5'5'
PAVEMENT SECTION
NOT TO SCALE
COMPACTED SUBGRADE SOILS
95% OF MODIFIED PROCTOR
BASE ROCK
BASE 95% OF MODIFIED
PROCTOR ASTM D1557
SEE PAVEMENT SECTION TABLE
DENSE GRADED HMAC
ALL COURSES COMPACTED TO 92% MAMD
SEE PAVEMENT SECTION TABLE
WET WEATHER SECTION:
6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL
1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC OR EQUIV. SHALL BE
PLACED ON SUBGRADE PRIOR TO ROCK.
SPECIAL TREATED BASE (STB) MAY BE USED IN COMBINATION WITH
OVEREXCAVATION AND INCREASED BASE ROCK THICKNESS. A 6% CEMENT
CONTENT SHOULD BE ACHIEVED AND A MIXING DEPTH OF 12"-18" SHALL BE
USED. CONSULT PAVEMENT EVALUATION REPORT PREPARED BY GEOPACIFIC
ENGINEERING DATED 4/10/2020.
TRAVEL
12'
SWBIKE
6'5'
58' R.O.W.
36' PAVEMENT
LC
R/W
P.U.E.
8'
PLANT.
5'
CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.00'
0.5'
SW BIKE
6'
R/W
P.U.E.
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.00'
0.5'
5'
0.5'0.5'
2.50%
2
105
NEIGHBORHOOD ROUTEA
2.50%
TRAVEL
12'
SWBIKE
6'5'
58' R.O.W.
36' PAVEMENT
LC
R/W
P.U.E.
8'
PLANT.
5'
CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.00'
0.5'
SW BIKE
6'
R/W
P.U.E.
8'
PLANT.
5'
5:1 MA
X
.TC = CL + 1.00'
0.5'
5'
0.5'0.5'
2.50%
2
105
2.50%
CONCRETE CURB & GUTTER
PER ADVERSE GUTTER
DETAIL, SHEET D2.01.
NEIGHBORHOOD ROUTE
2.50%
TRAVEL
9'
R.O.W. VARIES
2
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
SW BIKE
6'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.00'0.5'0.5'
5'
24' PAVEMENT
LC
2.50%
0.5'
1.0'SHOULDER
TC = CL + 0.30'
PL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
FUTURE
DEVELOPMENT
(WIDTH VARIES)
5:1 MAX
.
CONCRETE CURB & GUTTER
PER ADVERSE GUTTER
DETAIL, SHEET D2.01.
2.50%2:1 MAX.
TRAVEL
12'
TRAVEL
12'
TRAVEL
12'
TRAVEL
9'
TRAVEL
9'
CONCRETE CURB AND GUTTER
PER DETAIL 125, SHEET D2.03.
PARK
7'
LC
TRAVEL
9'
TRAVEL
7'
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB3
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX
.
TC = CL + 0.90'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
2.50%
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB4
2.50%
TRAVEL
7'
SW PARK
7'5'
50' R.O.W.
28' PAVEMENT
R/W
PUE
8'
PLANT.
5'
1
105 CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MA
X
.
TC = CL + 0.10'
0.5'
0.5'
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX.
TC = CL + 0.90'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
2.50%
LC
18.0'
PAVEMENT SECTION
NOT TO SCALE
ALLEYC
PAVEMENT
SECTION
MOUNTABLE CURB TYPE 'B'
SEE DETAIL, SHEET D201.
MOUNTABLE CURB TYPE 'A'
SEE DETAIL, SHEET D201.
TC=CL+0.62
TC=CL-0.15 0.5'0.5'
PUE
3'19' PAVEMENT
4.50%
PUE
3'
20'
3
105
NOT TO SCALE
PL PL
TEMPORARY
GRAVEL ACCESS
VARIES, 0.5%-1.5%
20.0
EASEMENT
18.0
GRAVEL WIDTH
4
105
PAVEMENT
SECTION
NOT TO SCALE
D
DETENTION
POND ACCESSE
PAVEMENT
SECTION
CAST-IN-PLACE WALL, 6" EXPOSURE
PER DETAIL 1, SHEET S1.1.
TC=CL+0.62
TC=CL+0.38
12' PAVEMENT
2.00%
4
105
NOT TO SCALE
VARIES PER
SCHEDULE
VARIES PER
SCHEDULE
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ONE SIDE ONLY
B2
2.50%
TRAVEL
9'
SW PARK
6'5'
R.O.W. VARIES
R/W
PUE
8'
PLANT.
5'
1
105
CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 125, SHEET D2.03.
5:1 MAX
.
TC = CL + 0.10'0.5'0.5'
2.50%
0.5'TC = CL + 0.20'LC
PL
NOT TO SCALE
FUTURE
DEVELOPMENT
(WIDTH VARIES)
2:1 MAX.
TRAVEL
9'
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
24' PAVEMENT
14.0'10.0'
105
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
5
)
S
T
R
E
E
T
S
E
C
T
I
O
N
S
.
d
w
g
-
S
H
E
E
T
:
1
0
5
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
0
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STREET
SECTIONS
RIVER TERRACE
PARK
PHASE 2
PAVEMENT SECTION TABLE
PAVEMENT BASE ROCK THICKNESS
ROAD CLASSIFICATION HMAC
CLASSIFICATION
HMAC
THICKENESS TOTAL (3/4"-0) LEVELING
COURSE
(1 1/2"-0)
AGGREGATE BASE
LOCAL (PROPOSED SECTION
PER GEOTECHNICAL
RECOMMENDATIONS)
LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10"2"8"
NEIGHBORHOOD ROUTE
(PROPOSED SECTION PER
GEOTECHNICAL
RECOMMENDATIONS)
LEVEL 2, 1/2" DENSE 7" - THREE LIFTS 12"2"10"
ALLEY LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10"2"8"
DETENTION POND ACCESS LEVEL 2, 1/2" DENSE 3" - ONE LIFT 10"2"8"
1
2
3
4
* 7" HMAC TO BE PLACED IN 3 LIFTS MINIMUM
10
19
9 12
14
13
11
18
17
16
15
1
8
7
20
6
5
4
3
2
320
3
3
0
33
0
330
312
314
316
318
322
324
326
32
8
33
0 34
0
35
0
36
0
32
4
32
6 32
8
332
33
4
33
6
33
8
34
2
34
4
34
6
34
8
35
2
35
4
35
6
35
8
340
3
5
0
334
336
338
342
344
346
34
8
3
1
0
3
2
0
3
3
0
34
0
35
0
36
0
370
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
3
1
6
3
1
8
3
2
2
3
2
4
3
2
6
3
2
8
3
3
2
3
3
4
3
3
6
33
8
34
2
3
4
4
34
6
34
8
35
2
35
4
35
6
35
8
3
6
2
3
6
4
3
6
6
3
6
8
34
4
3
4
4
360
370
380
390
400
410
420
430
35
2
352 354
356
358
362
364
366
368
372
374
376
378
382
384
386
388
392
394
396
398
402
404
406
408
412
4
1
4
416
418
422
424
426
428
432
434
43
6
438
410
40440440640841241441641
8
41
4
41
6
41
8
35
0
34834
8
35
2
35
4
35
6
3
5
8
330
340
324
326328
332334
336
338
33
0
34
0
35
0
3
6
0
33
2
33
4
33
6
33
8
34
2
34
4
34
6
34
8
35
2
35
4
3
5
6
3
5
8
412
41
4
41
6
41
8
3
9
0
3
8
4
3
8
6
3
8
8
3
9
2
3
9
4
D
D
C
C
B B
A A
350
3
6
0
37
0
3
4
4
346348
352354
35
6
3
5
8
36
2
36
4
36
6
36
8
4
2
0
43
0
4
1
6
4
1
8
42242
2
4
2
2
4
2
4
42
6
42
8
43
2
43
4
43
6
3
5
0
36
0
37
0
3
8
0
39
0
400 400
400 40
0
400
41
0
420
430
3
5
2
354
356 3
5
8
36
2
36
4
36
6
36
8
37
2
37
4
3
7
6
3
7
8
38
2
38
4
38
6
38
8
39
2
39
4
39
6
39
8
40
2
4
0
4
406
40
8
41
2
41
4
41
6
41
8
422424
426428
432
32
0
330
33
0
33
0
34
0
35
0
31
2
31
4
31
6
31
8
32
2
322
32
2
32
4
324
32
4
32
6
326
32
6
32
8
32
8
32
8
33
2
33233
2
33
4
33
6
33
8
34
2
34
4
34
6
34
8
35
2
35
4
14+691+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
14+691+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
3:1 MAX
3:1 MAX
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
11
+
4
3
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
11
+
3
6
24
62 63 6453
TR
A
C
T
E
56 5958545251
69 67
81
73 72 71 70 68
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
40
41
42
43
46
4544
TRACT C
49
30
37
50
47
48 747576777879
666065615755
80
TR
A
C
T
G
TRACT H
TRACT A
TRACT B
TRACT D
9092
86 87 88
91
969594
89
93
82838485
Slopes Table
Number
1
2
3
Minimum Slope
0.00%
10.00%
20.00%
Maximum Slope
10.00%
20.00%
51.00%
Area
695363.83
131771.71
266426.63
Color
106
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
6
-
1
0
9
)
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
0
6
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
GRADING
PLAN
RIVER TERRACE
PARK
PHASE 2
EX 2-FT CONTOUR
EX 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
GRADING LIMITS
1.REFER TO SHEETS 107-109 FOR LOT SECTIONS A - D
2.REFER TO SHEET 110-112 FOR RETAINING WALL
INFORMATION AND DETAILS
GENERAL NOTES
SCALE
1 INCH = 60 FEET
60 30 6000
ALLAN BLOCK WALL
CAST-IN-PLACE WALL
300
310
320
330
340
350
360
370
380
390
400
410
420
430
440
450
300
310
320
330
340
350
360
370
380
390
400
410
420
430
440
450
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
LOT 9 SW 164TH
AVENUE LOT 12 RIVER TERRACE PARK
FUTURE PHASE 3LOT 30 LOT 38
SW
SWALLOW
TERRACE
LOT 93 LOT 92 LOT 91 LOT 90 SW 161ST
AVENUE
FINISH GRADE, TYP.
EXISTING GRADE, TYP.
2:1 MAX SLOPE
FUTURE RETAINING WALL TO BE
PERMITTED UNDER SEPARATE
PHASE 3 PFI PERMIT
2:1 MAX SLOPE
2:1 MAX SLOPE
2:1 MAX SLOPE
2:1 MAX SLOPE 2:1 MAX SLOPE
2:1 MAX SLOPE
2:1 MAX SLOPE
107
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
6
-
1
0
9
)
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
0
7
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
LOT
SECTIONS
SECTION A-A
HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10'
RIVER TERRACE
PARK
PHASE 2
300
310
320
330
340
350
360
370
300
310
320
330
340
350
360
370
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50
SW PERTH
ROAD LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 SW EVERTON
STREET LOT 23TRACT D
FINISH GRADE, TYP.
EXISTING GRADE, TYP.
CAST-IN-PLACE
RETAINING WALL
DETENTION POND
3:1 MAX SLOPE
2:1 MAX SLOPE
280
290
300
310
320
330
340
350
360
370
380
390
280
290
300
310
320
330
340
350
360
370
380
390
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
SW 162ND
AVENUE LOT 81 LOT 80 LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 LOT 72 LOT 71 LOT 70 LOT 69 LOT 68 LOT 67 SW 161ST
AVENUE
TR
A
C
T
G
SW 163RD
AVENUE LOT 42 LOT 48TRACT A TRACT A TRACT D
FINISH GRADE, TYP.
EXISTING GRADE, TYP.
3:1 MAX SLOPE
3:1 MAX SLOPE DETENTION POND
3:1 MAX SLOPE
18" KEYSTONE
RETAINING WALL
108
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
6
-
1
0
9
)
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
0
8
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
LOT
SECTIONS
SECTION B-B
HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10'
SECTION C-C
HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10'
RIVER TERRACE
PARK
PHASE 2
340
350
360
370
380
390
400
410
420
430
440
450
340
350
360
370
380
390
400
410
420
430
440
450
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50
RIVER TERRACE PARK
FUTURE PHASE 3
SW
H
A
W
K
RI
D
G
E
R
O
A
D
LOT 63
AL
L
E
Y
A
LOT 70 SW PERTH
ROAD LOT 84
SW
B
L
A
C
K
S
T
O
N
E
LA
N
E
LOT 87 LOT 92 SW ROSLYN
LANE LOT 94
FINISH GRADE, TYP.
EXISTING GRADE, TYP.
2:1 MAX SLOPE
2:1 MAX SLOPE
2:1 MAX SLOPE
12" KEYSTONE
RETAINING WALL
2:1 MAX SLOPE
109
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
0
6
-
1
0
9
)
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
0
9
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
LOT
SECTIONS
SECTION D-D
HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10'
RIVER TERRACE
PARK
PHASE 2
(CITY MAINTAINED)
4' CHAIN LINK FENCE
MOUNTED TO TOP OF
WALL
320
3
3
0
33
0
330
312
314
316
318
322
324
326
32
8
3
3
0
34
0 35
0 36
0
32
4
3
2
6
3
2
8
3
3
2
334
33
6
33
8
34
2
34
4
34
6
34
8
35
2
35
4
35
6
35
8
340
3
5
0
334
336
338
342
344
346
34
8
3
1
0
3
2
0
3
3
0
34
0
35
0
36
0
370
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
3
1
6
3
1
8
3
2
2
3
2
4
3
2
6
3
2
8
3
3
2
3
3
4
3
3
6
33
8
34
2
34
4
34
6
34
8
35
2
35
4
35
6
35
8
3
6
2
3
6
4
3
6
6
3
6
8
3
6
0
35
6
358
3
6
2
3
6
4
364
366
366366 366 366 366366
3
6
8
368
360
370
380
390
400
410
420
430
35
2
352 354
356
358
362
364
366
368
372
374
376
378
382
384
386
388
392
394
396
398
402
404
406
408
412
4
1
4
416
418
422
424
426
428
432
434
4
3
6
438
410
40440440640841241441641
8
41
4
41
6
41
8
38
6
38
8
35
0
35
2
35
4
35
6
3
3
0
3
4
0
3
5
0
32
8
3
3
2
3
3
4
33
6
3
3
8
3
4
2
3
4
4
3
4
6
3
4
8
3
9
0
38
4
3
8
6
3
8
8
3
9
2
3
9
4
32
0
33
0
33
0
31
2
31
4
31
6
31
8 32
2
32
2
32
4
32
4
32
6
32
6
32
8
32
8
33
2
33
2
35
0
360
370
3
4
8
35
2
354
356
358
362
364
366
368
372
3
7
4
40
0
410
420
392
394
396
398
402
404
406
408
412
414
416
418
4
1
0
4
2
0
4
0
4
4
0
6
4
0
8
4
1
2
4
1
4
4
1
6
4
1
8
3
9
0
3
9
0
39
2
39
4
39
6
398
43
0
4
2
2
4
2
4
42
6
42
8 43
2
43
4 43
6
43
6
33
0
34
0
32
2
32
4
32
6
32
8
33
2
33
4
33
6
33
8
34
2
34
4
38
0
37
2
37
2
37
4
37
6
37
8
GEO-GRID SHALL NOT
BE PLACED IN TOP 4FT
OF UTILITY TRENCH
(CITY MAINTAINED)
4' CHAIN LINK FENCE
MOUNTED TO TOP
OF WALL
INSTALL FENCE
ON TOP OF
WALL W/ HOME
CONSTRUCTION
W 1
CAST-IN-PLACE
W 4
W 7
12" KEYSTONE
(HOA MAINTAINED)
W 8
18" KEYSTONE
(HOA MAINTAINED)
W 2
CAST-IN-PLACE
18" KEYSTONE
(CITY MAINTAINED)
ALUMINUM RAILING
INSTALLED BEHIND
WALL
INSTALL FENCE
ON TOP OF
WALL W/ HOME
CONSTRUCTION
W 5
12" KEYSTONE
(HOA MAINTAINED)
RETAINING WALL TO BE EMBEDDED
A MINIMUM OF 4' BELOW THE FG TO
AVOID FUTURE CONFLICTS W/ PUE.
INSTALL FENCE ON TOP OF WALL
W/ HOME CONSTRUCTION
W 3
W 6
18" KEYSTONE
(CITY MAINTAINED)
18" KEYSTONE
(CITY MAINTAINED)
ALUMINUM RAILING
INSTALLED BEHIND WALL
W 3.1 18" KEYSTONE
(HOA MAINTAINED)
GEO-GRID SHALL NOT BE
PLACED IN TOP 4FT OF
UTILITY TRENCH
THE ENTIRETY OF
WALL 7 TO BE
CONSTRUCTED
DURING PHASE 2
1
.
5
%
1.5
%
1.5%
37
86 87 88
91
969594
50
47
48 7475767778
TRACT F
79
66606561575562636453
TR
A
C
T
E
56 5958545251
9092
89
93
82838485
69 67
81
73 72 71 70 68
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
40
41
42
43
46
45
44
TRACT H
TRACT C
49
30
24
TRACT D
80
TR
A
C
T
G
KEY MAP
FG = FINISH GRADE SURFACE
TW = TOP OF WALL
SW = SIDEWALK
ABBREVIATION LEGEND:
FG
BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE,
AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE
PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS.
SW
TW
110
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
0
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
2
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WALL GRADING
PLAN
RIVER TERRACE
PARK
PHASE 2
SCALE
1 INCH = 60 FEET
60 30 6000
EG 2-FT CONTOUR
EG 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
KEYSTONE WALL
GRADING LIMITS
CAST-IN-PLACE WALL
PHASE 2 BOUNDARY
GENERAL NOTES:
1.FOR EROSION AND SEDIMENT CONTROL PLAN
REFER TO EROSION CONTROL SHEETS.
2.ALL CONSTRUCTION AND GRADING WITHIN
TREE PROTECTION ZONE IS TO BE COMPLETED
UNDER DIRECT SUPERVISION OF PROJECT
ARBORIST.
3.FOR GENERAL LOT GRADING SECTIONS SEE
THE STREET & PAVEMENT SECTIONS SHEETS.
4.SEE FENCING PLAN, SHEET L2.03 FOR
ALUMINUM AND CHAIN LINK FENCE LOCATIONS.
REFER TO ENLARGED
PLAN PER SHEET 111
REFER TO ENLARGED
PLAN PER SHEET 112
WALL GEOGRID
FG
FP
TW
FG = FINISH GRADE SURFACE
TW = TOP OF WALL
FP = FOOTPATH
CIP = CAST-IN-PLACE
ABBREVIATION LEGEND CIP:
BOTTOM OF WALL, TOP OF WALL, BOTTOM OF SUBBASE,
AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE
PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS.
FG
FP
TW
MODIFIED WALL GEOGRID TO
AVOID UTILITIES PER SECTION
A-A, THIS SHEET AND SCHEDULE D
NOTE 2, SHEET 112.3.
(CITY MAINTAINED)
4' CHAIN LINK FENCE
MOUNTED TO TOP OF
WALL
3
1
0
3
2
0
3
3
0
34
0
35
0
36
0
3
0
8
3
1
2
3
1
4
3
1
6
3
1
8
3
2
2
3
2
4
3
2
6
3
2
8
3
3
2
3
3
4
3
3
6
33
8
34
2
34
4
34
6
34
8
35
2
35
4
35
6
35
8
35
6
35
0
35
2
35
4
35
6
32
8
32
0 33
0
33
0
31
2
31
4
31
6
31
8 32
2
32
2 32
4
32
4 32
6
32
6
32
8
32
8
33
2
33
2
35
0
3
4
8
35
2
33
0
34
032
2
32
4
32
6
32
8
33
2
33
4
33
6
33
8
34
2
34
4
GEO-GRID SHALL NOT
BE PLACED IN TOP 4FT
OF UTILITY TRENCH
(CITY MAINTAINED)
4' CHAIN LINK FENCE
MOUNTED TO TOP OF WALL
W 1
CAST-IN-PLACE
W 4
W 2
CAST-IN-PLACE
18" KEYSTONE
(CITY MAINTAINED)
ALUMINUM RAILING
INSTALLED BEHIND WALL
TW
FG'10.7 322.0
332.7
TW
FG'10.3 322.4
332.7
TW
FG'10.5 322.7
333.2
TW
FG'1.5 331.2
332.7 TW
FG'1.5 331.0
332.5
TW
FG'10.5 322.0
332.5
TW
FG'10.5 322.0
332.5
TW
FG'11.0 322.0
333.0
TW
FG'13.0 330.5
343.5
TW
FG'1.0 318.5
319.5
TW
FG'13.5 330.5
344.0
TW
FG'6.0 348.0
354.0
TW
FG'4.0 348.0
352.0
TW
FG'1.0 357.0
358.0
TW
FG'2.0 350.0
352.0
TW
FG'1.0 348.0
349.0
TW
FG'6.0 348.0
354.0
INSTALL FENCE
ON TOP OF
WALL W/ HOME
CONSTRUCTION
W 5
12" KEYSTONE
(HOA MAINTAINED)
W 3
W 6
18" KEYSTONE
(CITY MAINTAINED)
TW
FG'1.0 328.0
329.0
18" KEYSTONE
(CITY MAINTAINED)
ALUMINUM RAILING
INSTALLED BEHIND WALL
NO GEOGRID TOP 4FT
TW
FG'12.0 322.0
334.0
TW
FG'10.2 324.5
334.7
TW
FG'14.5 330.5
345.0
TW
FG'13.5 330.5
344.0
TW
FG'13.0 330.5
343.5
TW
FG'6.0 338.0
344.0
TW
FG'13.5 331.0
344.5
TW
FG'1.0 339.0
340.0
TW
FG'15.5 330.0
345.5
TW
FG'20.5 322.0
342.5
W 3.1
TW
FG'4.0 348.0
352.0
TW
FG'6.0 348.0
354.0
TW
FG'8.0 350.0
358.0
TW
FG'7.0 349.0
356.0
TW
FG'6.0 352.0
358.0
TW
FG'4.0 354.0
358.0
TW
FG'2.0 356.0
358.0
TW
FG'4.0 322.0
326.0
TW
FG'4.0 328.0
332.0
TW
FG'4.0 324.0
328.0
18" KEYSTONE
(HOA MAINTAINED)
A
A
B
B
1+63
1+00
1+63
1+00
STREETLIGHT
SANITARY
MANHOLE
CURB
INLET
STREETLIGHT
1
.
5
%
1.5
%
1.5%
TW
FG'15.0 322.0
337.0
TW
FG'12.5 322.0
334.5
TW
FG'13.0 322.0
335.0
47
48
3931
40
41
42
43
46
45
44
49
TRACT D
TW
FG'10.7 324.0
334.7
TW
FG'10.5 323.2
333.7
TW
FG'10.7 322.0
332.7
TW
FG'10.7 322.0
332.7
TW
FG'10.0 322.7
332.7
KEY MAP
FG = FINISH GRADE SURFACE
TW = TOP OF WALL
SW = SIDEWALK
ABBREVIATION LEGEND:
FG
BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE,
AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE
PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS.
SW
TW
320
330
340
350
320
330
340
350
0+75 1+00 2+00
4.00' NO
GEOGRID7.50'
14.50'
9.00'
3.50' NO
GEOGRID
FINISH GRADE
320
330
340
350
320
330
340
350
0+75 1+00 2+00 2+25
4.00' NO
GEOGRID
14.50'
FINISH GRADE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
1
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
2
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
111
WALL GRADING
RIVER TERRACE
PARK
PHASE 2
GENERAL NOTES:
1.FOR EROSION AND SEDIMENT CONTROL PLAN
REFER TO EROSION CONTROL SHEETS.
2.ALL CONSTRUCTION AND GRADING WITHIN
TREE PROTECTION ZONE IS TO BE COMPLETED
UNDER DIRECT SUPERVISION OF PROJECT
ARBORIST.
3.FOR GENERAL LOT GRADING SECTIONS SEE THE
STREET & PAVEMENT SECTIONS SHEETS.
4.SEE FENCING PLAN, SHEET L2.03 FOR
ALUMINUM AND CHAIN LINK FENCE LOCATIONS.
5.CAST-IN-PLACE WALL DECORATIVE FACADE
SUBJECT TO COMMUNITY AMENITIES
APPROVAL.
111
FG
FP
TW
FG = FINISH GRADE SURFACE
TW = TOP OF WALL
FP = FOOTPATH
CIP = CAST-IN-PLACE
ABBREVIATION LEGEND CIP:
BOTTOM OF WALL, TOP OF WALL, BOTTOM OF SUBBASE,
AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE
PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS.
EG 2-FT CONTOUR
EG 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
KEYSTONE WALL
GRADING LIMITS
CAST-IN-PLACE WALL
PHASE 2 BOUNDARY
FG
FP
TW
WALL GEOGRID
SCALE
1 INCH = 40 FEET
40 20 4000
SECTION A-A
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SECTION B-B
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
MODIFIED WALL GEOGRID TO
AVOID UTILITIES PER SECTION
A-A, THIS SHEET AND SCHEDULE D
NOTE 2, SHEET 112.3.
370
3
6
2
3
6
4
3
6
6
3
6
8
3
6
0
358
3
6
2
3
6
4
364
366
366366 366 366 366366
3
6
8
368
370
380
390
400
410
364
366
368
372
374
376
378
382
384
386
388
392
394
396
398
402
404
406
408
412
4
1
4
410
404404
406
408412414
41641
8
38
6
38
8
3
9
0
38
4
3
8
6
3
8
8
3
9
2
3
9
4
40
0
392
394
396
398
402
404
406
4
1
0
4
2
0
4
0
4
4
0
6
4
0
8
4
1
2
4
1
4
4
1
6
4
1
8
3
9
0
3
9
0
39
2
39
4
39
6
398
38
0
37
2
37
2
37
4
37
6
37
8
INSTALL FENCE
ON TOP OF
WALL W/ HOME
CONSTRUCTION
W 7
12" KEYSTONE
(HOA MAINTAINED)
W 8
18" KEYSTONE
(HOA MAINTAINED)
TW
FG'4.0 371.0
375.0
TW
FG'1.0 388.0
389.0
RETAINING WALL TO BE EMBEDDED A MINIMUM OF 4'
BELOW THE FG TO AVOID FUTURE CONFLICTS W/ PUE.
INSTALL FENCE ON TOP OF WALL W/ HOME
CONSTRUCTION
TW
FG'1.0 397.0
398.0
TW
FG'5.0 393.0
398.0
TW
FG'1.0 372.0
373.0
TW
FG'8.0 388.0
396.0
TW
FG'8.0 370.0
378.0
TW
FG'8.0 368.0
376.0TW
FG'4.0 368.0
372.0
TW
FG'1.0 366.0
367.0
TW
FG'6.0 368.0
374.0
TW
FG'2.0 366.0
368.0
TW
FG'4.0 366.0
370.0
TW
FG'4.0 366.0
370.0
TW
FG'6.0 372.0
378.0
GEO-GRID SHALL NOT
BE PLACED IN TOP 4FT
OF UTILITY TRENCH
THE ENTIRETY OF WALL 7
TO BE CONSTRUCTED
DURING PHASE 2
86 87 88
91
7475767778
TRACT F
79
9092
89
93
82838485
69 67
81
73 72 71 70 68
80
TR
A
C
T
G
KEY MAP
FG = FINISH GRADE SURFACE
TW = TOP OF WALL
SW = SIDEWALK
ABBREVIATION LEGEND:
FG
BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE,
AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE
PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS.
SW
TW
112
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
2
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WALL GRADING
RIVER TERRACE
PARK
PHASE 2
GENERAL NOTES:
1.FOR EROSION AND SEDIMENT CONTROL PLAN
REFER TO EROSION CONTROL SHEETS.
2.ALL CONSTRUCTION AND GRADING WITHIN
TREE PROTECTION ZONE IS TO BE
COMPLETED UNDER DIRECT SUPERVISION OF
PROJECT ARBORIST.
3.FOR GENERAL LOT GRADING SECTIONS SEE
THE STREET & PAVEMENT SECTIONS SHEETS.
112
EG 2-FT CONTOUR
EG 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
KEYSTONE WALL
GRADING LIMITS
CAST-IN-PLACE WALL
PHASE 2 BOUNDARY
WALL GEOGRID
SCALE
1 INCH = 40 FEET
40 20 4000
FG
FP
TW
FG = FINISH GRADE SURFACE
TW = TOP OF WALL
FP = FOOTPATH
CIP = CAST-IN-PLACE
ABBREVIATION LEGEND CIP:
BOTTOM OF WALL, TOP OF WALL, BOTTOM OF SUBBASE,
AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE
PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS.
FG
FP
TW
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
2
.
1
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WALL DETAILS
RIVER TERRACE
PARK
PHASE 2
112.1
*THE ENTIRETY OF WALL 7 TO BE CONSTRUCTED DURING PHASE 2
*
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
2
.
2
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WALL DETAILS
RIVER TERRACE
PARK
PHASE 2
112.2
WRAP DRAIN ROCK ZONE WITH
24" X 24" MIRAFI 140N
GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE WITH
24" X 24" MIRAFI 140N
GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE WITH
24" X 24" MIRAFI 140N
GEOTEXTILE OR EQUIVALENT
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
2
.
3
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
WALL DETAILS
112.3
WRAP DRAIN ROCK ZONE WITH 24" X 24"
MIRAFI 140N GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE WITH 24" X 24"
MIRAFI 140N GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE WITH 24" X 24"
MIRAFI 140N GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE WITH 24" X 24"
MIRAFI 140N GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE
WITH 24" X 24" MIRAFI 140N
GEOTEXTILE OR EQUIVALENT
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
0
)
W
A
L
L
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
1
1
2
.
4
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WALL DETAILS
RIVER TERRACE
PARK
PHASE 2
112.4
WRAP DRAIN ROCK ZONE WITH 24" X 24"
MIRAFI 140N GEOTEXTILE OR EQUIVALENT
WRAP DRAIN ROCK ZONE WITH 24" X 24"
MIRAFI 140N GEOTEXTILE OR EQUIVALENT
6
4
4
6
4
4
6
4
4
6
4
4
64
4
64
4
6
4
4
6
4
4
P
G
E
5
7
7
PG
E
50
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
644
644
P
G
E
57
7
PG
E
57
7
PG
E
57
7
644
644
64
4
64
4
712
712
71
2
712
712
712
6
4
4
6
4
4
6
4
4
6
4
4
W W W
WW
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWWW
W
W
W
W
W
WWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W W W
SITE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
SD
SD
SD
SD
SD SD SD SD SD SD SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
S
D
SD
SDXSD
S
SCXSS
XSS XSS XSS XSS
PHASE BOUNDARY
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
SS
SS
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS
SS
S
S
SCSCSCSC
S
D
S
D
S
D
69 67
81
73 72 71 70
68
39
32
33
34
35
36
38
31
29
28
27
26
25
40
41
42
43
46
45
44
49
30
37
50
47
48
7475
76
777879
66606561575562636453TRACT E
56 59
58545251
24
80
TR
A
C
T
G
89
93
82
838485
9092
86 87
88
91
96
9594
21
22 23 TR
A
C
T
C
TRACT H
TRACT D
D
CONNECT TO EXISTING
WATER LINE
CONNECT TO
EXISTING WATER
LINE
CONNECT TO
EXISTING
SANITARY LINE
CONNECT TO
EXISTING WATER
LINE
SSLN
SEE SHEET
PUBLIC
A
402
SSLN
SEE SHEET
PUBLIC
-
401
SSLN
SEE SHEET
PUBLIC
D
405
SSLN
SEE SHEET
PUBLIC
A
402
SSLN
SEE SHEET
PUBLIC
A
403
SSLN
SEE SHEET
PUBLIC
I
405
SSLN
SEE SHEET
PUBLIC
E
406
SSLN
SEE SHEET
PUBLIC
F
407
SSLN
SEE SHEET
PUBLIC
G
408
SDLN
SEE SHEET
PUBLIC
2
310
SDLN
SEE SHEET
PUBLIC
3
304
SDLN
SEE SHEET
PUBLIC
9
309
SDLN
SEE SHEET
PUBLIC
1
301
SDLN
SEE SHEET
PUBLIC
1
302
SDLN
SEE SHEET
PUBLIC
1
302
SSLN
SEE SHEET
PUBLIC
A
403
SSLN
SEE SHEET
PUBLIC
A
404
SDLN
SEE SHEET
PUBLIC
3
303
SDLN
SEE SHEET
PUBLIC
4
305
SDLN
SEE SHEET
PUBLIC
5
306
SDLN
SEE SHEET
PUBLIC
7
307
SDLN
SEE SHEET
PUBLIC
8
308
SDLN
SEE SHEET
PUBLIC
1
301
SDLN
SEE SHEET
PUBLIC
6
310
SDLN
SEE SHEET
PUBLIC
5
306
SSLN
SEE SHEET
PUBLIC
H
402
SDLN
SEE SHEET
PUBLIC
3
304
SSLN
SEE SHEET
PUBLIC
E
406
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SEE SHEET
PUBLIC
WATER
501
SDLN
SEE SHEET
PUBLIC
10
310
SSMH
H1
SSMH
I2
SSMH
I1
SDMH
1T
SDMH
1R
SDMH
8C
SDMH
8A
SDMH
1P
SDMH
7C
SDMH
7A
SDMH
1N
SDMH
1M
SDMH
1L
SDMH
1J
SDMH
1H
SDMH
6A
SDMH
1G
SDMH
9B
SDMH
5A
SDMH
5C
SDMH
3C
SDMH
5D
SDMH
1F
SDMH
4D
SDMH
1E
SDMH
3B
SDMH
4A
SDMH
9A
SDMH
4B
SDMH
4C
SDMH
1D
SDMH
1C
SDMH
1B
SDMH
11A
SDMH
1A
SDMH
3A
SSMH
A16
SSMH
A14
SSMH
A13SSMH
G2
SSMH
A12
SSMH
A11
SSMH
F2
SSMH
F1
SSMH
E2
SSMH
E1
SSMH
A9
SSMH
A8
SSMH
A7
SSMH
D1
SSMH
D2
SSMH
A6
SSMH
A5
SSMH
A4
EX
SSMH
C2
EX SDMH
#2A
SSMH
D3
SDMH
10A
SSCO
A3
SDMH
1O
SSMH
A5
SDMH
5E
SD
SS SS
SS SS SS SS SS
SD
SS SS
SS SS SS SS SS
SD
SS SS
SS SS SS SS SS
SS SS
SS SS SS SS SS
SD SD
SC SC
SC
SC
SC SC
SC
SC
SDSD
SD
S
D
S
C
SC
SS
SS
S
C
SC
SC
SC
SC
S C
SC
SC
SC
SC
SC
SC
S C
SD
SD
SDSD
SD
S
D
SD
SDMH
HIGH FLOW
SDMH
12A
SDMH
1K
SDMH
7B
SSMH
G1
SDMH
1I
SSMH
A15
SDMH
8B
SDMH
14
SDMH
1S
W
113
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
3
)
C
O
M
P
U
T
I
L
.
d
w
g
-
S
H
E
E
T
:
1
1
3
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
COMP UTIL
RIVER TERRACE
PARK
PHASE 2
SCALE
1 INCH = 50 FEET
50 25 5000
SW
1
6
3
R
D
A
V
E
SW
1
6
4
T
H
A
V
E
SW EVERTON STREET
SW PERTH RD
SW
1
6
2
N
D
A
V
E
SW BLACKSTONE LN
SW ROSLYN LN
SW MAYBELLE LN
SW
1
6
2
N
D
T
E
R
SW
S
W
A
L
L
O
W
T
E
R
SW
1
6
1
S
T
A
V
E
SW HAWK RIDGE RD
REFER TO ENLARGED
PLAN 2 PER SHEET 116
REFER TO ENLARGED PLAN 3
PER SHEET 117
REFER TO ENLARGED PLAN 1
PER SHEET 115
TREE GROVE PROTECTION
FENCELINE
EXISTING SIGNIFICANT
TREE GROVE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
4
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
1
1
4
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION
AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10,
PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL.
MORGAN E. HOLEN, PROJECT ARBORIST
ISA BOARD CERTIFIED MASTER ARBORIST, PN-6145B
ISA TREE RISK ASSESSMENT QUALIFIED
DATE:
NOTES:
1.COORDINATE WITH PROJECT ARBORIST PRIOR TO
REMOVING OR MOVING TREE PROTECTION MEASURES TO
SUPERVISE CONSTRUCTION IN PROTECTION ZONE.
2.REFER TO ARBORIST REPORT PREPARED BY MORGAN
HOLEN FOR EXISTING TREE DATA
3.SEE SHEET 103 FOR EXISTING CONDITIONS AND TAX MAP
INFORMATION.
4.SEE SHEETS 106-109 FOR THE PROPOSED GRADING PLAN
AND RETAINING WALL LOCATIONS.
5.SEE SHEETS 113 FOR THE COMPOSITE UTILITY PLAN.
6.SEE SHEETS L1.01-L1.03 & L2.01-L2.02 FOR LANDSCAPE
PLAN.
PROPOSED TO REMAIN.
NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING
ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES
FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION!
A.TREE PROTECTION SPECIFICATIONS
1.TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL
DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE
FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE
DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF
INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE
TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE
DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES
THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE
LOCATION OF THE TPZ SHALL BE SHOWN ON
CONSTRUCTION DRAWINGS.
2.PROTECTION FENCING. PROTECTION FENCING. ALL
TREES TO BE RETAINED SHALL BE PROTECTED BY FENCING
AS APPROVED BY THE PROJECT ARBORIST, SEE TREE
PROTECTION DETAIL THIS SHEET. PROTECTION FENCING
SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER
THAN 8-FEET APART AND SHALL BE INSTALLED AT THE
EDGE OF THE TPZ..
3.PRECONSTRUCTION CONFERENCE. THE PROJECT
ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF
TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY
CONSTRUCTION.
4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF
AND WHERE PRUNING IS NECESSARY ONCE TREES
RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND
THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION.
PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE
SERVICE.
5.TREE PROTECTION ZONE MAINTENANCE. THE
PROTECTION FENCING SHALL NOT BE MOVED, REMOVED,
OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF
THE PROJECT ARBORIST.
6.STORAGE OF MATERIAL OR EQUIPMENT. THE
CONTRACTOR SHALL NOT STORE MATERIALS OR
EQUIPMENT WITHIN THE TPZ.
7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE
AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION
WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT
ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION
TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES.
ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER
THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT
ARBORIST.
8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST
SHALL INSPECT AND VERIFY THE LOCATION OF
PROTECTION MEASURES PRIOR TO CONSTRUCTION,
MONITOR TREE PROTECTION MEASURES REGULARLY, AND
PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY
DURING PERIODS OF ACTIVE CONSTRUCTION.
9.POST CLEARING EVALUATION. THE PROJECT ARBORIST
SHALL VISIT THE SITE AT THE TIME OF CLEARING TO
RE-ASSESS TREES PLANNED FOR PRESERVATION IN TERMS
OF GENERAL CONDITION AND POTENTIAL RISK. IF TREES
ARE FOUND TO BE HAZARDOUS, THE PROJECT ARBORIST
SHALL UPDATE THE URBAN FORESTRY PLAN FOR THE
CITY'S REVIEW AND APPROVAL.
10.FINAL REPORT. AFTER THE PROJECT HAS BEEN
COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A
FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO
MAINTAIN AND PROTECT THE REMAINING TREES.
CRITICAL ROOT ZONE
(NOT TO SCALE)
TREE PROTECTION DETAIL
8'
TYP
TO BE PROTECTED
FENCE SHALL IDEALLY BE
LOCATED AT THE OUTER
PERIMETER OF THE CRITICAL
ROOT ZONE. SEE TREE
PROTECTION PLAN THIS
SHEET
5' CHAIN LINK FENCING.
2" MESH CHAIN LINK
SECURED TO 1-1/2" DIA
STEEL OR ALUMINUM POSTS
1 INCH = 100 FEET
100 50 100
SCALE
0
TREE PROTECTION PLAN
114
TREE
PRESERVATION
EXISTING STREET
GRAVEL
EXISTING STREET
PAVEMENT
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
70824
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, SHEET 111
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED SIGNIFICANT TREE GROVE
EXISTING SIGNIFICANT TREE GROVE
TREE NUMBER
REFER TO ARBORIST REPORT
PREPARED BY MORGAN HOLDEN
FOR EXISTING TREE DATA
VEGETATED CORRIDOR
MITIGATION
TREE GROVE PROTECTION
FENCELINE
7190571906
7190771916
71917
71925
71926
71927
71928
71929
71930
71931
71932
71933
71935
71936
71937
71938
71939
71940
71941
71956
72000
72006
72007
72009
72016
72017
72018
72019
72020
72021
72022
72023
72024
72025
72026
72027
72028
72029
72056
72058
72059
72062
72063
72064
72065
72068
72069
72070
72071
72073
7207472075
72076
72077
72081
72082
72083
72084
72085
72184
72185
72186 72187
72188
72189
72190
72192
72228
72230
72231
72247 72248
72249
72250
72251
722527225372254
7225572256
72257
72258
72259
72260
72262
72263
72264
72265
72266
72267
72268
72269
72270
72271
72273
72274
72275
72276
72277
72278
72279
72280
72281
72282
72283
72284
72285
72286
72287
72288
7228972290
72291
72292
72293
72294
72295
72296
72297
72298
72299
72300
72301
72302
72303
72304
72305
72306
72307
72308
72309
72310
72311
72312
72313
72314
72315
72316
72317
72318
72319
72320
72321
72322
72323
72324
72325
72326
72327
72337
72338
72340
72342
72343
72344
72346
72549
72551
72553
72554
72555
72556
72557
72558
72559
72560
72561
72562
72563
72564
72565
72566
72567
72569
72572 72573
72574 72575
72606
72072
72272
INSTALL ORANGE
CONSTRUCTION FENCING
FOR TREE PROTECTION
WITHIN THE TREE GROVE
TRACT D
TRACT B
TRACT A
EXISTING STAND B-1
TO BE PRESERVED
AREA: 51,941 SF
CANOPY: 103,882 SF
115
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
4
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
1
1
5
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
1 INCH = 30 FEET
30 15 30
SCALE
0
ENLARGED TREE PROTECTION PLAN
EXISTING STREET
GRAVEL
EXISTING STREET
PAVEMENT
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
70824
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, SHEET 111
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
PROPOSED TREE PROTECTION FENCE
EXISTING SIGNIFICANT TREE GROVE
TREE NUMBER
REFER TO ARBORIST REPORT
PREPARED BY MORGAN HOLDEN
FOR EXISTING TREE DATA
TREE
PRESERVATION
VEGETATED CORRIDOR
MITIGATION
PROPOSED CONSTRUCTION FENCE
72276
72277
72280
72281
72282
72283
72284
72292
72293
72294
72295
72302
72303
72304
72306
72307
72308
72309
72310
72318
72319
72320
72324
72325
72326
72327
72328
72446
72450
72451
72452
72453
72454
72464
72466
72467
72468
72469
72470
72471
72472
72473
72474
72476
72516
72517
72518
72519
72520
72521
72522
72523
72524
72525
72526
72527
72528
72529
72530
72531
72532
72533
72534
72535 72536
7253872539
72540
72541 72542
72543
7254472545
72546
72547
72548
72549
72550
72551
72552
72553
72554
72555
72556
72557
72559
72600
72601
72602 72604
72605 72608
72603
72465
116
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
4
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
1
1
6
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
1 INCH = 30 FEET
30 15 30
SCALE
0
ENLARGED TREE PROTECTION PLAN
EXISTING STREET
GRAVEL
EXISTING STREET
PAVEMENT
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
70824
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, SHEET 111
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
PROPOSED SIGNIFICANT TREE GROVE
EXISTING SIGNIFICANT TREE GROVE
TREE NUMBER
REFER TO ARBORIST REPORT
PREPARED BY MORGAN HOLDEN
FOR EXISTING TREE DATA
TREE
PRESERVATION
72415
72416
72417
72418
72421
72422
72423
72424
72425
72426
72427
72428
72429
72432
72433
72434
72435
72436
72437
7243872439
72440
72444
72445
72450
72451
72452
72453
72498
72499
72500
72501
72502
72503
72504
72505
7250672507
72508
72509
72510
72511
72512
72513
72514
72515
72516
72517
72518
72609
72608
117
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
4
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
1
1
7
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
1 INCH = 30 FEET
30 15 30
SCALE
0
ENLARGED TREE PROTECTION PLAN
EXISTING STREET
GRAVEL
EXISTING STREET
PAVEMENT
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
70824
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, SHEET 111
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
PROPOSED SIGNIFICANT TREE GROVE
EXISTING SIGNIFICANT TREE GROVE
TREE NUMBER
REFER TO ARBORIST REPORT
PREPARED BY MORGAN HOLDEN
FOR EXISTING TREE DATA
TREE
PRESERVATION
PHASE 2
BOUNDARY
D
D
D
D
D
D
D
D
D
DDD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
SD
SD
SD
SD
SD SD SD SD SD SD SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
S
D
SD
SD
S
S
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
SS
SS
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS
SS
D
S
SC
XSS XSS XSS
6
4
4
6
4
4
6
4
4
6
4
4
64
4
64
4
6
4
4
6
4
4
P
G
E
5
7
7
PG
E
504
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
644
644
P
G
E
57
7
PG
E
57
7
PG
E
57
7
644
644
64
4
64
4
712
712
71
2
712
712
712
6
4
4
6
4
4
6
4
4
6
4
4
D
S
D
S
D
S
D
TRACT D
24
9092
62
63
6453
TR
A
C
T
E
56 5958545251
40
41
42
43
46
45
44
TRACT H
TR
A
C
T
C
49
30
37
86 87 88
91
969594
50
47
48
7475767778
79
666065615755
89
93
82838485
69 67
81
73 72 71
70 68
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
80
TR
A
C
T
G
TRACT B
D
PRIVATE ACCESS EASEMENT, PUBLIC UTILITY
EASEMENT, EMERGENCY ACCESS EASEMENT,
STORM SEWER EASEMENT, AND SANITARY
SEWER EASEMENT TO BENEFIT CITY OF
TIGARD OVER ENTIRETY OF TRACT F
W W W
WW
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWWW
W
W
W
W
W
WWWWWWWWWWW
W
W
W
W
W
W
W
W
W
TRACT F
STORM EASEMENT TO
BENEFIT CITY OF TIGARD
OVER ENTIRETY OF TRACT E
STORM SEWER, SURFACE
WATER, DRAINAGE, AND
DETENTION EASEMENT TO
BENEFIT THE CITY OF TIGARD
OVER ENTIRETY OF TRACT D
STORM SEWER, SURFACE
WATER, DRAINAGE, AND
DETENTION EASEMENTS TO
BENEFIT CITY OF TIGARD
AND CWS OVER ENTIRETY
OF TRACT B
EX SS FROM PHASE 1
W
S
C
SS
SS
D
D
D
D
D
D
S
C
SC
SC
SC
SC
S C
SC
SC
SC
SC
SC
SC
SC
SD SDSD
SDSD
SD
S
D
SC SC
SC
SC
SC SC
SC
SC
SDSD
SD
SC
PUBLIC PEDESTRIAN AND BICYCLE
ACCESS EASEMENT OVER
ENTIRETY OF TRACT E & TRACT G
S
D
D
SD
PRIVATE ACCESS EASEMENT TO
BENEFIT PARCEL 2, PARTITION
PLAT NO. 2017-014 OVER THE
ENTIRETY OF TRACT C
PRIVATE ACCESS EASEMENT TO
BENEFIT PARCEL 2, PARTITION
PLAT NO. 2017-014 OVER THE
ENTIRETY OF TRACT H
LOTS 90-93 HAVE ROOF DRAIN LATERALS
AT THE FRONT OF THE LOT AND LOW
POINT DRAINS AT THE REAR OF THE LOT.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
6.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
3.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
3.00'
PUE, TYP.
6.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PUBLIC SIGHT
DISTANCE EASEMENT
8.00'
PUE, TYP.
PRIVATE STORM
DRAINAGE EASEMENT
TO BENEFIT LOTS 24-30
PUBLIC SIGHT
DISTANCE
EASEMENT
PRIVATE STORM
DRAINAGE EASEMENT
TO BENEFIT LOTS 47-48
PRIVATE STORM
DRAINAGE EASEMENT
TO BENEFIT LOTS 91-93
W
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
1
1
8
)
U
T
I
L
I
T
I
E
S
&
C
W
S
E
A
S
E
M
E
N
T
S
.
d
w
g
-
S
H
E
E
T
:
1
1
8
J
u
n
1
3
,
2
0
2
5
-
1
2
:
3
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
UTILITY & CWS
EASEMENTS
RIVER TERRACE
PARK
PHASE 2
1 INCH = 50 FEET
50 25 50
SCALE
0
PROPOSED WATER VALVE
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
EX CATCH BASIN
PROPOSED SANITARY CLEANOUT
EX STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM MANHOLE
EX SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
PROPOSED WATER LINE
EX STORM DRAIN
PROPOSED STORM DRAIN
EX SANITARY SEWER
PROPOSED SANITARY SEWER
EASEMENT LINES
HY D
D
S
LEGEND
XSD
SS
W
XSS
SD
S C
D
118
LOTS 24-30 HAVE ROOF DRAIN
LATERALS AT THE FRONT OF THE
LOT AND LOW POINT DRAINS AT
THE REAR OF THE LOT.
36+6133+00 34+00 35+00 36+00
S
D
SDSDSD
8.00'
PUE, TYP.
(TYP)
3
6
4
4
6
4
4
32
21 22 23 TRACT C
24
8.00'
PUE, TYP.
8.00'
PUE, TYP.
7
8
1
26
SITE BOUNDARY
4
5
SITE BOUNDARY
PHASE BOUNDARY
9
9
W W W
W
18
+
0
0
19
+
0
0
20
+
0
0
PHASE BOUNDARY
RIVER TERRACE PARK
PHASE 1
RIVER TERRACE PARK
FUTURE PHASE
LOCAL RESIDENTIAL
CITY OF TIGARD
PARKING ON BOTH SIDESB1
2.50%
SWPARK
7'5'
54' R.O.W.
32' PAVEMENT
R/W
PUE
8'
PLANT.
5'
2.50%
R/W
PUE
8'
PLANT.
5'
SW
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX
.
5:1 MAX.
TC = CL + 0.05'TC = CL + 0.05'
PARK
7'
0.5'0.5'
0.5'0.5'
NOT TO SCALE
TRAVEL
9' LC
TRAVEL
9'
DRIVEWAY STATIONS
LOT
21
22
23
STREET STATION
33+66.23 (EVERTON), 16.00' LT
34+16.23 (EVERTON), 16.00' LT
34+66.23 (EVERTON), 16.00' LT
WIDTH
16.25'
16.25'
16.25'
330
340
350
360
370
380
390
400
410
35+00 36+00 37+00 37+25
330
340
350
360
370
380
390
400
410
33+00 34+00 35+00
15.0
0
%
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
3
+
9
2
.
1
4
EL
E
V
=
3
4
9
.
1
1
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
3
+
9
7
.
1
1
EL
E
V
=
3
4
9
.
3
3
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
4
+
7
5
.
8
8
EL
E
V
=
3
5
7
.
0
1
9
5.50%
4.50%
5.50%
14.75%
14.00%
PVI STA:33+59.66
PVI ELEV:347.33
K:7.00
LVC:64.76
BV
C
S
:
3
3
+
2
7
.
2
8
BV
C
E
:
3
4
2
.
5
5
EV
C
S
:
3
3
+
9
2
.
0
5
EV
C
E
:
3
4
9
.
1
1
PVI STA:34+36.47
PVI ELEV:351.50
K:9.00
LVC:76.50
BV
C
S
:
3
3
+
9
8
.
2
1
BV
C
E
:
3
4
9
.
4
0
EV
C
S
:
3
4
+
7
4
.
7
2
EV
C
E
:
3
5
6
.
8
6
ST
A
=
3
5
+
0
0
.
0
0
(
E
V
E
R
T
O
N
)
EL
E
V
=
3
6
0
.
6
4
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
=
3
3
+
2
4
.
7
2
(
E
V
E
R
T
O
N
)
EL
E
V
=
3
4
2
.
1
7
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
/
P
E
R
F
O
R
M
S
A
W
C
U
T
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
5.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
EXISTING GRADE @
STREET CENTERLINE
ST
A
=
3
4
+
3
1
.
3
9
(
E
V
E
R
T
O
N
)
EL
E
V
=
3
5
1
.
8
3
ST
A
=
5
+
3
1
.
5
8
(
S
W
A
L
L
O
W
)
IN
T
E
R
S
E
C
T
I
O
N
2.50%
1.50%
15.0
0
%
14.00%
2.49%
2.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
6
+
3
1
.
7
0
EL
E
V
=
3
7
4
.
9
3
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
6
+
3
6
.
8
1
EL
E
V
=
3
7
5
.
0
0
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
5
+
5
0
.
1
6
EL
E
V
=
3
6
8
.
1
6
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
6
+
4
8
.
9
0
EL
E
V
=
3
7
5
.
3
0
9
PVI STA: 35+91.29
PVI ELEV: 373.92
K: 7.00
LVC: 80.51
BV
C
S
:
3
5
+
5
1
.
0
3
BV
C
E
:
3
6
8
.
2
8
EV
C
S
:
3
6
+
3
1
.
5
4
EV
C
E
:
3
7
4
.
9
3
ST
A
=
3
6
+
6
1
.
4
0
(
E
V
E
R
T
O
N
)
EL
E
V
=
3
7
5
.
6
2
ST
A
=
1
8
+
7
5
.
7
1
(
1
6
3
R
D
)
FU
T
U
R
E
I
N
T
E
R
S
E
C
T
I
O
N
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
1
)
E
V
E
R
T
O
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
1
J
u
n
1
3
,
2
0
2
5
-
1
:
1
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
201SCALE
1 INCH = 40 FEET
40 20 4000
3
SW EVERTON ST - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW EVERTON ST PER TYPICAL
STREET SECTION B1, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.EVERTON K VALUES DESIGNED ASSUMING
20 MPH LIMIT. DESIGN EXCEPTION
INCLUDED IN SEPARATE DOCUMENT.
SW EVERTON ST - PLAN
SCALE: 1" = 40'
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
CONSTRUCT RESIDENTIAL DRIVEWAY PER
DETAIL 141, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
TIE-IN TO EXISTING CURB & GUTTER.
REMOVE EXISTING BARRICADE.
CONSTRUCT 3' TEMPORARY ASPHALT BENCH
AT END OF STREET IMPROVEMENTS.
INSTALL STREET BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
INSTALL SIDEWALK BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
1
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW EVERTON STREET
PLAN & PROFILE
4
5
SW SWALLOW TER
SEE SHEET 202
6
7
8
STA: 33+24.72 - 35+00.00
KEY MAP
9
RIVER TERRACE
PARK
PHASE 2
SW 163RD AVE
SEE SHEET 213
SD
SD
SDSDSDSDSDSDSD
SD
SD
SD
SS
SS
SS
SS
SS
SSSSSSSSSSSSSS
(TYP)
6
4
4
6
4
4
644
644
6
4
4
6
4
4
71
2
71
2
39
32 33 34 35 36 38
31292827262530
37
24
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.(TYP)
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PHASE BOUNDARYRIVER TERRACE PARK
PHASE 1
PHASE BOUNDARYRIVER TERRACE PARK
FUTURE PHASE
SITE
BOUNDARY
W
W
W
W
W
W
WWWWWWWWW
3
3 2
1
2
1
1+002+003+004+005+005+32
SD
SD
320
330
340
350
360
370
380
320
330
340
350
360
370
380
0+501+002+003+004+005+005+75
13.
0
9
%
2.45%
2.50%
2.50%
1.50%2.50%
2.50%
1.50%1.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
1
6
.
5
0
EL
E
V
=
3
3
0
.
7
7
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
3
7
.
3
0
EL
E
V
=
3
3
1
.
2
9
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
4
2
.
2
5
EL
E
V
=
3
3
1
.
3
7
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
+
1
7
.
0
7
EL
E
V
=
3
5
1
.
4
7
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
4
+
9
0
.
4
3
EL
E
V
=
3
5
0
.
8
6
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
4
+
9
5
.
4
3
EL
E
V
=
3
5
0
.
9
3
8
PVI STA: 3+11.37
PVI ELEV: 348.17
K: 12.00
LVC: 139.00
BV
C
S
:
2
+
4
1
.
8
7
BV
C
E
:
3
3
9
.
0
7
EV
C
S
:
3
+
8
0
.
8
7
EV
C
E
:
3
4
9
.
2
1
PVI STA: 1+92.65
PVI ELEV: 332.63
K: 9.00
LVC: 95.30
BV
C
S
:
1
+
4
5
.
0
0
BV
C
E
:
3
3
1
.
4
4
EV
C
S
:
2
+
4
0
.
3
0
EV
C
E
:
3
3
8
.
8
7
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
ST
A
=
5
+
3
1
.
5
8
(
S
W
A
L
L
O
W
)
EL
E
V
=
3
5
1
.
8
3
ST
A
=
3
4
+
3
1
.
3
9
(
E
V
E
R
T
O
N
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
+
0
0
.
0
0
(
S
W
A
L
L
O
W
)
EL
E
V
=
3
3
0
.
3
6
ST
A
=
2
8
+
1
6
.
2
5
(
P
E
R
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB4
2.50%
TRAVEL
7'
SW PARK
7'5'
50' R.O.W.
28' PAVEMENT
R/W
PUE
8'
PLANT.
5'
1
105 CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX
.
TC = CL + 0.10'
0.5'
0.5'
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX.
TC = CL + 0.90'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
2.50%
LC
DRIVEWAY STATIONS
LOT
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
STREET STATION
4+65.26 (SWALLOW), 14.00' LT
4+35.26 (SWALLOW), 14.00' LT
3+75.34 (SWALLOW), 14.00' LT
3+45.26 (SWALLOW), 14.00' LT
3+00.26 (SWALLOW), 14.00' LT
2+55.26 (SWALLOW), 14.00' LT
2+10.26 (SWALLOW), 14.00' LT
1+67.25 (SWALLOW), 14.00' LT
4+63.89 (SWALLOW), 14.00' RT
4+33.89 (SWALLOW), 14.00' RT
3+73.97 (SWALLOW), 14.00' RT
3+43.89 (SWALLOW), 14.00' RT
2+98.89 (SWALLOW), 14.00' RT
2+53.89 (SWALLOW), 14.00' RT
2+08.89 (SWALLOW), 14.00' RT
1+65.30 (SWALLOW), 14.00' RT
WIDTH
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
2
)
S
W
A
L
L
O
W
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
2
J
u
n
1
3
,
2
0
2
5
-
1
:
1
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
202SCALE
1 INCH = 40 FEET
40 20 4000
3
SW SWALLOW TER - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SW SWALLOW TER - PLAN
SCALE: 1" = 40'
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
CONSTRUCT RESIDENTIAL DRIVEWAY PER
DETAIL 141, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
1
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW SWALLOW
TERRACE PLAN &
PROFILE
SW PERTH RD
SEE SHEET 203
KEY MAP
STA: 1+40.00 - 4+90.00
RIVER TERRACE
PARK
PHASE 2
SUPERELEVATION DIAGRAM
4.50%
4.50%
CL
FULL SHED STA: 1+45.00
TO
C
E
L
E
V
:
33
3
.
3
1
TO
C
E
L
E
V
:
33
1
.
2
9
TO
C
E
L
E
V
:
33
2
.
5
1
TO
C
E
L
E
V
:
33
2
.
5
9
CL ELEV: 331.44
2.50%
2.50%
CL
FULL SHED STA: 1+70.00
CL ELEV: 332.41
TO
C
E
L
E
V
:
35
1
.
3
8
TO
C
E
L
E
V
:
35
0
.
5
8
2.50%
2.50%
CL
FULL SHED STA: 4+65.00
CL ELEV: 350.48
TO
C
E
L
E
V
:
35
2
.
0
1
TO
C
E
L
E
V
:
35
0
.
7
1
4.50%
4.50%
CL
FULL SHED STA: 4+90.00
CL ELEV: 350.86
GENERAL NOTES:
1.CONSTRUCT SW SWALLOW TER PER
TYPICAL STREET SECTION B1, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.EVERTON K VALUES DESIGNED ASSUMING
20 MPH LIMIT. DESIGN EXCEPTION
INCLUDED IN SEPARATE DOCUMENT.
SD
SD
S
D
SD
SD
SD SD
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS SS SS
SS
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
6
4
4
6
4
4
6
4
4
6
4
4
712
712
71
2
71
2
6
4
4
6
4
4
81
3931
40
41
42
49
48 79
8.00'
PUE, TYP.
PHASE BOUNDARY
RIVER TERRACE PARK
PHASE 1
PHASE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
8.00'
PUE, TYP.8.00'
PUE, TYP.
CONSTRUCTION CL
PLAT CL
8.00'
PUE, TYP.
80
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
1
2
1 2
5 6
54 6
1
1
2
2
2
27+00 28+00
29+00
30
+
0
0
3
1
+
0
0
32+0
0
33+00
12
SD
SD
10 SD
SD
13
NEIGHBORHOOD ROUTEA
2.50%
TRAVEL
12'
SWBIKE
6'5'
58' R.O.W.
36' PAVEMENT
LC
R/W
P.U.E.
8'
PLANT.
5'
CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.00'
0.5'
SW BIKE
6'
R/W
P.U.E.
8'
PLANT.
5'
5:1 MAX
.TC = CL + 1.00'
0.5'
5'
0.5'0.5'
2.50%
2
105
CONCRETE CURB & GUTTER
PER ADVERSE GUTTER
DETAIL, SHEET D2.01.NOT TO SCALE
TRAVEL
12'
305
310
320
330
340
350
360
370
380
390
305
310
320
330
340
350
360
370
380
390
26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+25
4.50%
5.50%
11.33
%
12.00
%
5.50%
5.50%4.50%
5.50%
10.86%
GR
A
D
E
B
R
E
A
K
S
T
A
=
2
7
+
8
1
.
7
5
EL
E
V
=
3
2
8
.
0
8
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
2
7
+
7
6
.
7
5
EL
E
V
=
3
2
7
.
8
5
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
2
9
+
6
1
.
7
3
EL
E
V
=
3
4
3
.
9
4
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
0
+
5
3
.
3
3
EL
E
V
=
3
4
8
.
0
6
7
PVI STA:27+36.80
PVI ELEV:325.66
K:12.00
LVC:78.05
BV
C
S
:
2
6
+
9
7
.
7
7
BV
C
E
:
3
2
0
.
9
8
EV
C
S
:
2
7
+
7
5
.
8
2
EV
C
E
:
3
2
7
.
8
1
PVI STA:29+26.69
PVI ELEV:342.02
K:12.00
LVC:69.91
BV
C
S
:
2
8
+
9
1
.
7
3
BV
C
E
:
3
3
8
.
0
6
EV
C
S
:
2
9
+
6
1
.
6
5
EV
C
E
:
3
4
3
.
9
4
PVI STA:31+91.79
PVI ELEV:360.76
K:12.00
LVC:104.29
BV
C
S
:
3
1
+
3
9
.
6
5
BV
C
E
:
3
5
5
.
0
9
EV
C
S
:
3
2
+
4
3
.
9
4
EV
C
E
:
3
6
1
.
8
9
PVI STA:28+24.28
PVI ELEV:330.42
K:14.00
LVC:81.57
BV
C
S
:
2
7
+
8
3
.
4
9
BV
C
E
:
3
2
8
.
1
8
EV
C
S
:
2
8
+
6
5
.
0
6
EV
C
E
:
3
3
5
.
0
4
PVI STA:30+97.19
PVI ELEV:350.48
K:14.00
LVC:75.09
BV
C
S
:
3
0
+
5
9
.
6
5
BV
C
E
:
3
4
8
.
4
1
EV
C
S
:
3
1
+
3
4
.
7
3
EV
C
E
:
3
5
4
.
5
6
ST
A
=
2
6
+
9
4
.
8
3
(
P
E
R
T
H
)
EL
E
V
=
3
2
0
.
6
3
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
/
P
E
R
F
O
R
M
S
A
W
C
U
T
2.17%
FINISH GRADE @
STREET CONSTRUCTION
CENTERLINE
EXISTING GRADE @
STREET CONSTRUCTION CENTERLINE
PRE-MASS GRADING
5.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
EXISTING GRADE @
STREET CONSTRUCTION CENTERLINE
5.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE MAX
ST
A
=
2
8
+
1
6
.
2
5
(
P
E
R
T
H
)
EL
E
V
=
3
3
0
.
3
6
ST
A
=
1
+
0
0
.
0
0
(
S
W
A
L
L
O
W
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
0
+
0
5
.
9
9
(
P
E
R
T
H
)
EL
E
V
=
3
4
5
.
9
4
ST
A
=
1
3
+
8
7
.
6
7
(
1
6
3
R
D
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
2
+
4
8
.
9
3
(
P
E
R
T
H
)
EL
E
V
=
3
6
2
.
0
0
ST
A
=
1
+
0
0
.
0
0
(
1
6
2
N
D
A
V
E
)
IN
T
E
R
S
E
C
T
I
O
N
S
D
SD
S
D
SD
SS
SS
SS
SS
SS
W
W
W
28+46.10 PERTH:
TOC ELEV = 333.02
28+49.28 PERTH:
GUTTER ELEV = 332.84
TOC ELEV = 332.90 28+65.16 PERTH:
GUTTER ELEV = 334.55
TOC ELEV = 334.61
28+68.34 PERTH:
TOC ELEV = 335.41
1.
5
%
9.
4
%
1.
5
%
10
.
4
%
28+57.22 PERTH, 18.00' RT:
GUTTER ELEV = 333.67
TOC ELEV = 333.73
15.00'
13
4.50'
SD
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
3
-
2
0
4
)
P
E
R
T
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
3
J
u
n
1
3
,
2
0
2
5
-
1
:
1
9
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
203SCALE
1 INCH = 40 FEET
40 20 4000
SW PERTH RD - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW PERTH RD PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.CENTERLINE (CL) SHOWN IN TYPICAL
STREET SECTIONS REPRESENTS THE
CONSTRUCTION CENTERLINE, WHICH MAY
DIFFER FROM THE PLAT CENTERLINE.
SW PERTH RD - PLAN
SCALE: 1" = 40'
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
TIE-IN TO EXISTING CURB & GUTTER.
REMOVE EXISTING BARRICADE.
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.01. SEE DRIVEWAY
DETAIL 1, THIS SHEET FOR DRIVEWAY
INFORMATION.
INSTALL VEHICLE GUARDRAIL PER ODOT
DETAIL NOS. 1401, 1402 AND 1405 SHEET
D2.03. SEE PROFILE A-A, THIS SHEET.
INSTALL REMOVABLE BOLLARD PER DETAIL,
SHEET D2.04.
1
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW PERTH ROAD
PLAN & PROFILE
4
5
SW SWALLOW TER
SEE SHEET 202
6
KEY MAP
STA: 26+94.83 - 32+07.54
SW
1
6
3
R
D
A
V
E
SE
E
SH
E
E
T
205
SW
1
6
3
R
D
A
V
E
SE
E
SH
E
E
T
205
SW
P
E
R
T
H
R
D
SE
E
S
H
E
E
T
20
4
SW
1
6
2
N
D
A
V
E
SE
E
SH
E
E
T
206
RIVER TERRACE
PARK
PHASE 2
10
A
A
CL
26"
GUARD RAIL
A A-A - PROFILE
HORIZ SCALE: 1" = 5', VERT SCALE: 1" = 5'
GUARD RAIL POST
2.0'WALL
FALL PROTECTION FENCINGCONCRETE
WALL
CAP
5' SIDEWALK
DRIVEWAY DETAIL #1
SCALE: 1" = 10'
12
13
TR
A
C
T
G
SD SD SD SD SD SD SD
SD
S
D
S
D
SD
SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
SSSS
6
4
4
6
4
4
6
4
4
6
4
4
644
644
64
4
64
4
712
712
6
4
4
6
4
4
82838485
69 677372717068747576777879
RIVER TERRACE PARK
FUTURE PHASE PHASE BOUNDARY
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
6.00'
PUE, TYP.
CONSTRUCTION CL
PLAT CL
PUE, TYP.
SITE BOUNDARY
TRACT F
80
38+00
8.00'
PUE, TYP.
8.00'
PUE, TYP.
W W W W W W W W W W W
W
W
W
W
W
S
S
1 22 8
38+1733+00 34+00 35+00 36+00 37+00 38+00
SD SD
SS
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
REFER TO SHEET FG1 FOR
TRAIL AND STAIR DETAILS
355
360
370
380
390
400
410
33+00 34+00 35+00 36+00 37+00 38+00
2.17%
0.50%1.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
7
+
6
2
.
7
5
EL
E
V
=
3
7
0
.
4
8
3
PVI STA:36+02.54
PVI ELEV:369.68
K:12.00
LVC:20.08
BV
C
S
:
3
5
+
9
2
.
5
0
BV
C
E
:
3
6
9
.
4
6
EV
C
S
:
3
6
+
1
2
.
5
8
EV
C
E
:
3
6
9
.
7
3
FINISH GRADE @
STREET CONSTRUCTION CENTERLINE
EXISTING GRADE @
STREET CONSTRUCTION CENTERLINE
PRE-MASS GRADING
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
ST
A
=
3
8
+
1
6
.
7
1
(
P
E
R
T
H
)
EL
E
V
=
3
7
1
.
4
6
ST
A
=
1
2
+
4
1
.
8
9
(
1
6
1
S
T
)
IN
T
E
R
S
E
C
T
I
O
N
355
360
370
380
390
400
410
38+00 38+50
2.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
8
+
0
0
.
2
1
EL
E
V
=
3
7
1
.
0
5
NEIGHBORHOOD ROUTEA2
TRAVEL
12'
66' R.O.W.
44' PAVEMENT
LC
2
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
SW BIKE
6'
R/W
PUE
8'
PLANT.
5'
TC = CL + 1.00'
0.5'
0.5'
2.50%
SW
R/W
PUE
8'
PLANT.
5'
5:1 MAX.
TC = CL - 0.20'
0.5'
0.5'
PARK
8'
BIKE
6'5'5'
NOT TO SCALE
5:1 MAX
.
CONCRETE CURB & GUTTER
PER ADVERSE GUTTER
DETAIL, SHEET D2.01.
2.50%
TRAVEL
12'
PER DETAIL 125, SHEET D2.03.
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
3
-
2
0
4
)
P
E
R
T
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
4
J
u
n
1
3
,
2
0
2
5
-
1
:
1
9
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
204SCALE
1 INCH = 40 FEET
40 20 4000
SW PERTH RD - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SW PERTH RD - PLAN
SCALE: 1" = 40'
SW PERTH ROAD
PLAN & PROFILE
SW
P
E
R
T
H
R
D
SE
E
S
H
E
E
T
20
3
KEY MAP
SW 161ST AVE
SEE SHEET 208
SW 161ST AVE
SEE SHEET 208
GENERAL NOTES:
1.CONSTRUCT SW PERTH RD PER TYPICAL
STREET SECTION A2, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.CENTERLINE (CL) SHOWN IN TYPICAL
STREET SECTIONS REPRESENTS THE
CONSTRUCTION CENTERLINE, WHICH MAY
DIFFER FROM THE PLAT CENTERLINE.
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
INSTALL VEHICLE GUARDRAIL PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
1
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
8
STA: 32+07.54 - 38+16.71
RIVER TERRACE
PARK
PHASE 2
330
340
350
360
370
380
330
340
350
360
370
380
9+7510+0011+0012+0013+0014+0015+0016+0016+50
-0.82%2.50%1.29%1.40%
1.50%
1.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
3
8
.
3
2
EL
E
V
=
3
4
5
.
2
3
5
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
4
+
0
4
.
6
4
EL
E
V
=
3
4
6
.
1
7
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
7
0
.
6
4
EL
E
V
=
3
4
5
.
7
1
9
PVI STA: 12+47.17
PVI ELEV: 342.95
K: 14.00
LVC: 46.51
BV
C
S
:
1
2
+
2
3
.
9
1
BV
C
E
:
3
4
3
.
1
4
EV
C
S
:
1
2
+
7
0
.
4
2
EV
C
E
:
3
4
3
.
5
4
LOW PT. STA: 12+35.38
LOW PT ELEV: 343.10
ST
A
=
1
4
+
3
0
.
4
2
(
1
6
3
R
D
)
EL
E
V
=
3
4
6
.
5
6
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
ST
A
=
1
0
+
1
1
.
4
9
(
1
6
3
R
D
)
EL
E
V
=
3
4
4
.
8
8
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
=
1
3
+
8
7
.
6
7
(
1
6
3
R
D
)
EL
E
V
=
3
4
5
.
9
4
ST
A
=
3
0
+
0
5
.
9
9
(
P
E
R
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
FUTURE STREET
STREET CENTERLINE
10.00'
3.00' TEMPORARY
ASPHALT BENCH
2:1
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
DRIVEWAY STATIONS
LOT
40
41
42
43
44
STREET STATION
12+77.96 (163RD), 14.00' RT
12+51.18 (163RD), 14.00' RT
11+66.30 (163RD), 14.00' RT
10+78.27 (163RD), 14.00' RT
10+47.98 (163RD), 14.00' RT
WIDTH
16.25'
16.25'
16.25'
26.00'
16.25'
10+00
11+00
12+0013+0014+0015+00
16+00
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
(TYP)
644
644
PGE
577
71
2
71
2
6
4
4
6
4
4
40 41 42
43
46
44
49
4748
6
.
0
0
'
P
U
E
,
T
Y
P
.
8.00'
PUE, TYP.
PHASE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
SITE BOUNDARY
8.00'
PUE, TYP.
W
W
W
W
W
W
W
W
W
W
3 2 221
8
9
9
7
8
97
9 1
1
S
D
13
10
S
C
10+00
SD
SD
SD
SS
SS
SS
W
W
S
S
S
S
S
D
16.00'
1
0
.
3
%
1
.
5
%
1
.
5
%
1
0
.
3
%
10+30.47 163RD:
GUTTER ELEV = 344.33
TOC ELEV = 344.39
10+14.49 163RD:
GUTTER ELEV = 344.46
TOC ELEV = 344.52
10+33.47 163RD:
TOC ELEV = 344.80
10+11.49 163RD:
TOC ELEV = 344.98
10+22.48 163RD, 14.00' RT:
GUTTER ELEV = 344.39
TOC ELEV = 344.45
13
S
C
134.50'
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
5
)
1
6
3
R
D
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
5
J
u
n
1
3
,
2
0
2
5
-
1
:
2
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
205SCALE
1 INCH = 40 FEET
40 20 4000
SW 163RD AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW 163RD AVE PER TYPICAL
STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
SW 163RD AVE - PLAN
SCALE: 1" = 40'
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW 163RD AVENUE
PLAN & PROFILE
SW PERTH RD
SEE SHEET 203
KEY MAP
STA: 10+00.00 - 13+28.76
SW PERTH RD
SEE SHEET 203
3
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
CONSTRUCT RESIDENTIAL DRIVEWAY PER
DETAIL 141, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT 3' TEMPORARY ASPHALT BENCH
AT END OF STREET IMPROVEMENTS.
INSTALL STREET BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
INSTALL SIDEWALK BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.01. SEE DRIVEWAY
DETAIL 2, THIS SHEET FOR DRIVEWAY
INFORMATION.
INSTALL REMOVABLE BOLLARD PER DETAIL,
SHEET D2.04.
1
2
7
8
9
RIVER TERRACE
PARK
PHASE 2
SUPERELEVATION DIAGRAM
FLAT CROSS SLOPE STA: 12+78.76
TO
C
E
L
E
V
:
34
5
.
2
7
TO
C
E
L
E
V
:
34
4
.
1
6
TO
C
E
L
E
V
:
34
3
.
3
2
CL
TO
C
E
L
E
V
:
34
4
.
4
7
TO
C
E
L
E
V
:
34
3
.
8
4
TO
C
E
L
E
V
:
34
3
.
2
2
CL ELEV: 343.74
TO
C
E
L
E
V
:
34
6
.
1
5
TO
C
E
L
E
V
:
34
4
.
8
5
2.50%
2.50%
CL
FULL SHED STA: 13+03.76
CL ELEV: 344.37
0.00%2.50%
START TRANSITION STA: 12+53.76
CL
CL ELEV: 343.22
2.50%2.50%
4.50%
4.50%
CL
FULL SHED STA: 13+28.76
CL ELEV: 345.00
DRIVEWAY DETAIL #2
SCALE: 1" = 10'
10
13
345
350
360
370
380
390
400
410
345
350
360
370
380
390
400
410
0+75 1+00 2+00 3+00 3+50
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
FINISH GRADE @
STREET CONSTRUCTION
CENTERLINE
-1.50%-2.50%
-7.38
%
-2.84%
-2.49%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
4
0
.
5
9
EL
E
V
=
3
6
0
.
9
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
1
6
.
7
8
EL
E
V
=
3
6
1
.
5
2
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
3
4
.
3
9
EL
E
V
=
3
6
1
.
0
8
3
PVI STA:1+63.20
PVI ELEV:360.42
K:7.00
LVC:34.16
BV
C
S
:
1
+
4
6
.
1
2
BV
C
E
:
3
6
0
.
8
5
EV
C
S
:
1
+
8
0
.
2
8
EV
C
E
:
3
5
9
.
1
6
PVI STA:2+43.27
PVI ELEV:354.52
K:14.00
LVC:88.63
BV
C
S
:
1
+
9
8
.
9
5
BV
C
E
:
3
5
7
.
7
9
EV
C
S
:
2
+
8
7
.
5
8
EV
C
E
:
3
5
4
.
0
5
ST
A
=
3
+
3
8
.
4
4
(
1
6
2
N
D
A
V
E
)
EL
E
V
=
3
5
3
.
5
2
ST
A
=
3
+
3
8
.
4
4
(
H
A
W
K
R
I
D
G
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
+
0
0
.
0
0
(
1
6
2
N
D
A
V
E
)
EL
E
V
=
3
6
2
.
0
0
ST
A
=
3
2
+
4
8
.
9
3
(
P
E
R
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
EXISTING GRADE @ STREET
CONSTRUCTION CENTERLINE
PRE-MASS GRADING
ST
A
=
2
+
2
7
.
4
5
(
1
6
2
N
D
A
V
E
)
EL
E
V
=
3
5
5
.
9
7
ST
A
=
0
+
9
9
.
9
8
(
A
L
L
E
Y
A
)
IN
T
E
R
S
E
C
T
I
O
N
-1.02%
5.00' PROPOSED
ADA CROSSING
4.5% CROSS
SLOPE MAX
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
DRIVEWAY STATIONS
LOT
45
46
47
48
49
STREET STATION
3+21.07 (162ND), 17.22' RT
2+74.88 (162ND), 14.00' RT
2+35.44 (162ND), 14.00' RT
1+91.57 (162ND), 14.00' RT
1+65.77 (162ND), 14.00' RT
WIDTH
16.25'
16.25'
16.25'
16.25'
16.25'
49 2+29.04 (162ND), 14.00' LT 30.00'TRACT F
XS
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P
G
E
5
0
4
644
644
71
2
71
2
6
4
4
6
4
4
81
46
45
44
49
50
4748
78
T
R
A
C
T
F
79
53
52
51
8.00'
PUE, TYP.
SITE BOUNDARY
(TYP)
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PHASE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
PLAT CL
CONSTRUCTION CL
8.00'
PUE, TYP.
W
W
W
W
W
W
W
W
W
W
W
W
2
31
2
2
2
10
9
11
1+00 2+00
3+00
1
1
S
D
S C
S
D
S
D
SD
SD
W
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
6
)
1
6
2
N
D
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
6
J
u
n
1
3
,
2
0
2
5
-
1
:
2
2
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
206SCALE
1 INCH = 40 FEET
40 20 4000SW 162ND AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SW 162ND AVE - PLAN
SCALE: 1" = 40'
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW 162ND AVENUE
PLAN & PROFILE
SW P
E
R
T
H
R
D
SEE SHE
E
T
204
KEY MAP
STA: 1+00.00 - 3+38.44
SW PERTH RD
SEE SHEET 203
3
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
CONSTRUCT RESIDENTIAL DRIVEWAY PER
DETAIL 141, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
INSTALL SIDEWALK BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 3+07.80, 14.00' RT. (162ND AVE)
END STA: 3+72.65, 10.00' RT. (HAWK RIDGE)
1
2
9
GENERAL NOTES:
1.CONSTRUCT SW 162ND AVE PER TYPICAL
STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.CENTERLINE (CL) SHOWN IN TYPICAL
STREET SECTIONS REPRESENTS THE
CONSTRUCTION CENTERLINE, WHICH MAY
DIFFER FROM THE PLAT CENTERLINE.
SW H
A
W
K
R
I
D
G
E
R
D
SEE SHE
E
T
207
ALLE
Y
A
SEE SHE
E
T
212
10
11
RIVER TERRACE
PARK
PHASE 2
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ONE SIDE ONLY
B2
2.50%
TRAVEL
9'
SW PARK
6'5'
R.O.W. VARIES
R/W
PUE
8'
PLANT.
5'
1
105
CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 125, SHEET D2.03.
5:1 MA
X
.
TC = CL + 0.10'0.5'0.5'
2.50%
0.5'TC = CL + 0.20'LC
PL
NOT TO SCALE
FUTURE
DEVELOPMENT
(WIDTH VARIES)
2:1 MAX.
TRAVEL
9'
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
24' PAVEMENT
14.0'10.0'
340
350
360
370
380
340
350
360
370
380
3+25 4+00 5+00 6+00 7+00 8+00 9+00 9+75
ST
A
=
3
+
3
8
.
4
4
(
H
A
W
K
R
I
D
G
E
)
EL
E
V
=
3
5
3
.
5
2
ST
A
=
3
+
3
8
.
4
4
(
1
6
2
N
D
A
V
E
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CONSTRUCTION
CENTERLINE
EXISTING GRADE @
STREET CONSTRUCTION
CENTERLINE
PRE-MASS GRADING
ST
A
=
9
+
5
3
.
0
7
(
H
A
W
K
R
I
D
G
E
)
EL
E
V
=
3
5
4
.
0
1
ST
A
=
1
0
+
1
3
.
8
9
(
1
6
1
S
T
)
IN
T
E
R
S
E
C
T
I
O
N
-1.05%
0.98%
2.50%
-2.50%
1.71%1.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
8
+
1
3
.
2
3
EL
E
V
=
3
5
1
.
5
9
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
8
+
8
6
.
5
7
EL
E
V
=
3
5
2
.
8
4
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
+
3
6
.
5
7
EL
E
V
=
3
5
3
.
5
9
8
PVI STA:6+62.53
PVI ELEV:350.12
K:14.00
LVC:28.39
LOW POINT STA: 6+63.03
LOW POINT ELEV: 350.19
BV
C
S
:
6
+
4
8
.
3
4
BV
C
E
:
3
5
0
.
2
7
EV
C
S
:
6
+
7
6
.
7
3
EV
C
E
:
3
5
0
.
2
6
-2.50%
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
S
D
SS
SS
PG
E
57
7
OH
50 66606561575562636453
TR
A
C
T
E
56 5958545251
8.00'
PUE, TYP.
SITE BOUNDARYCONSTRUCTION CLPLAT CL
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SITE BOUNDARY
W
W
W
WWWWWWWWWWWWWW
2 21111
PGE POLE RELOCATION
S
C
1A
TRACT F
3+
0
0
4+00 5+00 6+00 7+00 8+00 9+00 9+67
REFER TO SHEET FG1 FOR
TRAIL AND STAIR DETAILS
3.00'
PUE, TYP.
W
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
7
)
H
A
W
K
R
I
D
G
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
7
J
u
n
1
3
,
2
0
2
5
-
1
:
2
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
207SCALE
1 INCH = 40 FEET
40 20 4000
SW HAWK RIDGE RD - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW HAWK RIDGE RD PER
TYPICAL STREET SECTION B2, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.CENTERLINE (CL) SHOWN IN TYPICAL
STREET SECTIONS REPRESENTS THE
CONSTRUCTION CENTERLINE, WHICH MAY
DIFFER FROM THE PLAT CENTERLINE.
SW HAWK RIDGE RD - PLAN
SCALE: 1" = 40'
STREET NOTES:
STANDARD ADA ACCESSIBLE RAMP TO BE
INSTALLED WITH FUTURE DEVELOPMENT PER
DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 3+07.80, 14.00' RT. (162ND AVE)
END STA: 3+72.65, 10.00' RT. (HAWK RIDGE)
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW HAWK RIDGE
ROAD PLAN &
PROFILE
SW 162ND AVE
SEE SHEET 206
KEY MAP
STA: 3+38.44 - 9+10.00
SW 161ST AVE
SEE SHEET 208
11
RIVER TERRACE
PARK
PHASE 2
SUPERELEVATION DIAGRAM
START TRANSITION STA: 8+35.00
TO
C
E
L
E
V
:
35
2
.
1
5
CLTO
C
E
L
E
V
:
35
2
.
0
5
CL ELEV: 351.95
2.50%2.50%
FLAT CROSS SLOPE STA: 8+60.00
TO
C
E
L
E
V
:
35
0
.
5
0
CLTO
C
E
L
E
V
:
35
2
.
7
2
CL ELEV: 352.30
TO
C
E
L
E
V
:
35
2
.
8
7
TO
C
E
L
E
V
:
35
3
.
5
7
CL
FULL SHED STA: 8+85.00
CL ELEV: 352.67
0.00%2.50%
2.50%
2.50%
TO
C
E
L
E
V
:
35
3
.
1
7
TO
C
E
L
E
V
:
35
4
.
1
2
CL
FULL SHED STA: 9+05.00
CL ELEV: 352.97
4.50%
2.50%
1A
S
D
SDSDSD
SD
SD
SS
SS
S
S
S
S
SSSSSSSSSS
SS
SS
SS
SS
SS
P
G
E
5
7
7
P
G
E
5
7
7
O
H
O
H
6
4
4
6
4
4
89 82
67
96
TR
A
C
T
F
6690
8.00'
PUE, TYP.
SITE BOUNDARY
28.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
2
10+0011+0012+0013+0014+0015+0016+0017+00
2 10
2
2
SDSDSD
W
W
W W W WWWWWWWWWW
W
W
W
W
W
W
10
+
0
0
1A 1A 1A
SD
SD
SD
S
C
SD
14
10+00
8
8
888
350
360
370
380
390
400
410
420
430
440
450
350
360
370
380
390
400
410
420
430
440
450
9+5010+0011+0012+0013+0014+0015+0016+0017+00
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
4.50%
11.08%
5.50%
5.50%
15
.
0
0
%
5.48%4.50%
5.44%
4.59%
4.50%
5.50%
5.50%
9.50
%
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
+
7
7
.
4
1
EL
E
V
=
3
5
1
.
5
6
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
5
5
.
9
5
EL
E
V
=
3
8
0
.
8
8
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
4
7
.
9
5
EL
E
V
=
3
8
0
.
5
2
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
6
+
6
2
.
2
2
EL
E
V
=
4
1
4
.
4
8
4
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
6
+
7
0
.
2
2
EL
E
V
=
4
1
4
.
8
4
4
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
1
+
7
0
.
4
5
EL
E
V
=
3
6
6
.
8
3
5
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
1
+
9
7
.
5
8
EL
E
V
=
3
6
8
.
0
5
6
PVI STA: 15+99.06
PVI ELEV: 411.02
K: 12.00
LVC: 114.32
BV
C
S
:
1
5
+
4
1
.
9
0
BV
C
E
:
4
0
2
.
4
5
EV
C
S
:
1
6
+
5
6
.
2
2
EV
C
E
:
4
1
4
.
1
6
PVI STA: 11+31.97
PVI ELEV: 365.07
K: 12.00
LVC: 58.96
BV
C
S
:
1
1
+
0
2
.
4
9
BV
C
E
:
3
6
2
.
2
7
EV
C
S
:
1
1
+
6
1
.
4
5
EV
C
E
:
3
6
6
.
4
2
PVI STA: 13+14.50
PVI ELEV: 378.68
K: 12.00
LVC: 66.85
BV
C
S
:
1
2
+
8
1
.
0
8
BV
C
E
:
3
7
4
.
9
8
EV
C
S
:
1
3
+
4
7
.
9
3
EV
C
E
:
3
8
0
.
5
2
PVI STA: 12+39.26
PVI ELEV: 370.35
K: 14.00
LVC: 78.06
BV
C
S
:
1
2
+
0
0
.
2
3
BV
C
E
:
3
6
8
.
2
0
EV
C
S
:
1
2
+
7
8
.
2
9
EV
C
E
:
3
7
4
.
6
7
PVI STA: 14+22.66
PVI ELEV: 384.56
K: 14.00
LVC: 133.00
BV
C
S
:
1
3
+
5
6
.
1
6
BV
C
E
:
3
8
0
.
8
9
EV
C
S
:
1
4
+
8
9
.
1
6
EV
C
E
:
3
9
4
.
5
3
PVI STA: 10+06.88
PVI ELEV: 353.19
K: 14.00
LVC: 56.00
BV
C
S
:
9
+
7
8
.
8
8
BV
C
E
:
3
5
1
.
6
5
EV
C
S
:
1
0
+
3
4
.
8
8
EV
C
E
:
3
5
5
.
8
5
ST
A
=
1
0
+
1
3
.
8
9
(
1
6
1
S
T
)
EL
E
V
=
3
5
4
.
0
1
ST
A
=
9
+
5
3
.
0
7
(
H
A
W
K
R
I
D
G
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
1
+
2
3
.
8
9
(
1
6
1
S
T
)
EL
E
V
=
3
6
4
.
1
1
ST
A
=
7
+
1
5
.
0
0
(
A
L
L
E
Y
A
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
2
+
4
1
.
8
9
(
1
6
1
S
T
)
EL
E
V
=
3
7
1
.
1
1
ST
A
=
3
8
+
1
6
.
7
1
(
P
E
R
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
3
+
9
4
.
5
0
(
1
6
1
S
T
)
EL
E
V
=
3
8
3
.
5
3
ST
A
=
1
0
+
0
0
.
0
0
(
B
L
A
C
K
S
T
O
N
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
6
+
2
4
.
5
0
(
1
6
1
S
T
)
EL
E
V
=
4
1
2
.
0
0
ST
A
=
5
+
9
3
.
3
3
(
R
O
S
L
Y
N
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
9
+
9
9
.
3
9
(
1
6
1
S
T
)
EL
E
V
=
3
5
2
.
9
3
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
8.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
8.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
8.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
4.50%
A1 NEIGHBORHOOD ROUTE
2.50%
TRAVEL
9'
R.O.W. VARIES
2
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
SW BIKE
6'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.00'0.5'0.5'
5'
24' PAVEMENT
LC
2.50%
0.5'
1.0'SHOULDER
TC = CL + 0.30'
PL
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
NOT TO SCALE
FUTURE
DEVELOPMENT
(WIDTH VARIES)
2:1 MAX.
TRAVEL
9'
CONCRETE CURB AND GUTTER
PER DETAIL 125, SHEET D2.03.
18.0'
DRIVEWAY STATIONS
LOT
66
STREET STATION
11+23.89 (161ST), 18.00' LT
WIDTH
30.00'TRACT F
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
8
-
2
0
9
)
1
6
1
S
T
&
M
A
Y
B
E
L
L
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
8
J
u
n
1
3
,
2
0
2
5
-
1
:
2
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
208
SW 161ST AVENUE
PLAN & PROFILE
RIVER TERRACE
PARK
PHASE 2
SCALE
1 INCH = 40 FEET
40 20 4000
8
SW 161ST AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW 161ST AVE PER TYPICAL
STREET SECTION A1, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
4.SW 161ST AVE PROFILE NOT BENCHED AT
4.5% AT THE INTERSECTION OF SW HAWK
RIDGE RD, SW BLACKSTONE LN, AND SW
ROSLYN LN DUE TO EDGE CONDITIONS.
DESIGN EXCEPTION INCLUDED IN
SEPARATE DOCUMENT.
SW 161ST AVE - PLAN
SCALE: 1" = 40'
STREET NOTES:
STANDARD ADA ACCESSIBLE RAMP TO BE
INSTALLED WITH FUTURE DEVELOPMENT
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
INSTALL STREET BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT STANDARD DRIVEWAY WITH
CURB-TIGHT SIDEWALK PER DETAIL 142,
SHEET D2.04. SEE CURB RETURN SHEETS
FOR MORE DETAIL.
1A
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW HAWK RIDGE RD
SEE SHEET 207
KEY MAP
STA: 10+14.87 - 16+88.18
ALLEY A
SEE SHEET 212
SW PERTH RD
SEE SHEET 204
SW BLACKSTONE LN
SEE SHEET 210
SW ROSLYN LN
SEE SHEET 211
SW
1
6
1
S
T
A
V
E
SE
E
S
H
E
E
T
20
9
SUPERELEVATION DIAGRAM
FLAT CROSS SLOPE STA: 10+27.00
TO
C
E
L
E
V
:
35
5
.
5
2
CLTO
C
E
L
E
V
:
35
5
.
2
0
CL ELEV: 355.10
END TRANSITION STA: 10+52.00
TO
C
E
L
E
V
:
35
7
.
7
7
CLTO
C
E
L
E
V
:
35
7
.
4
7
CL ELEV: 357.47
2.50%
2.50%
CL
FULL SHED STA: 10+02.00
CL ELEV: 352.71
0.00%2.50%
2.50%2.50%
14
FU
T
U
R
E
SW
1
6
1
S
T
A
V
E
SE
E
S
H
E
E
T
20
8
.
1
10
SD
O
H
O
H
10+00
W
W
7+008+009+0010+00
320
330
340
350
360
370
380
390
400
320
330
340
350
360
370
380
390
400
7+008+009+0010+0010+75
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
+
6
0
.
8
4
EL
E
V
=
3
2
6
.
1
3
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
+
7
7
.
4
1
EL
E
V
=
3
5
1
.
5
6
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
+
6
7
.
4
1
EL
E
V
=
3
5
1
.
1
1
6
PVI STA: 9+04.19
PVI ELEV: 347.64
K: 12.00
LVC: 114.00
BV
C
S
:
8
+
4
7
.
1
9
BV
C
E
:
3
3
9
.
0
9
EV
C
S
:
9
+
6
1
.
1
9
EV
C
E
:
3
5
0
.
7
7
PVI STA: 10+06.88
PVI ELEV: 353.19
K: 14.00
LVC: 56.00
BV
C
S
:
9
+
7
8
.
8
8
BV
C
E
:
3
5
1
.
6
5
EV
C
S
:
1
0
+
3
4
.
8
8
EV
C
E
:
3
5
5
.
8
5
EXISTING GRADE @
STREET CENTERLINE
8.00' FUTURE
ADA CROSSING
5.50%
9.50
%
4.50%
5.50%
15
.
0
0
%
FUTURE FINISH GRADE
@ STREET CENTERLINE
FINISH GRADE @
STREET CENTERLINE
ST
A
=
9
+
9
9
.
3
9
(
1
6
1
S
T
)
EL
E
V
=
3
5
2
.
9
3
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
RIVER TERRACE
PARK
PHASE 2
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
8
-
2
0
9
)
1
6
1
S
T
&
M
A
Y
B
E
L
L
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
8
.
1
J
u
n
1
3
,
2
0
2
5
-
1
:
2
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
208.1
FUTURE SW 161ST
AVENUE PLAN & PROFILE
SCALE
1 INCH = 40 FEET
40 20 4000
SW 161ST AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
FUTURE SW 161ST AVE - PLAN
SCALE: 1" = 40'
SW HAWK RIDGE RD
SEE SHEET 207
KEY MAP
SW
1
6
1
S
T
A
V
E
SE
E
S
H
E
E
T
20
8
SD
SD
SD
SD
P
G
E
5
7
7
TRACT H
96
95RIVER TERRACE PARK
FUTURE PHASE
8.00'
PUE, TYP.
17+00
18+00
19+00
20+00
SITE BOUNDARY
SITE BOUNDARY
2
2
9
1
4
PHASE BOUNDARY
12
SW
M
A
Y
B
E
L
L
L
N
TH
I
S
S
H
E
E
T
8.00'
PUE, TYP.
WWW
W
W
W
W
2
2
3
+
0
0
2
3
+
5
0
11
11
1A
S
D
SD
SD
S C
S C
SD
SD
75° ANGLE
400
410
420
430
440
450
460
470
400
410
420
430
440
450
460
470
16+5017+0018+0019+0020+0020+50
11.
2
9
%
5.44%
4.50%
PVI STA: 18+63.56
PVI ELEV: 434.24
K: 12.00
LVC: 81.43
BV
C
S
:
1
8
+
2
2
.
8
4
BV
C
E
:
4
2
9
.
6
5
EV
C
S
:
1
9
+
0
4
.
2
7
EV
C
E
:
4
3
6
.
0
8
PVI STA: 17+11.62
PVI ELEV: 417.09
K: 14.00
LVC: 81.94
BV
C
S
:
1
6
+
7
0
.
6
5
BV
C
E
:
4
1
4
.
8
7
EV
C
S
:
1
7
+
5
2
.
5
9
EV
C
E
:
4
2
1
.
7
2
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
EXISTING GRADE @
STREET CENTERLINE
ST
A
=
1
8
+
7
8
.
0
8
(
1
6
1
S
T
)
EL
E
V
=
4
3
4
.
6
1
ST
A
=
2
3
+
5
0
.
3
6
(
M
A
Y
B
E
L
L
)
IN
T
E
R
S
E
C
T
I
O
N
8.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
ST
A
=
1
9
+
9
5
.
5
3
(
1
6
1
S
T
)
EL
E
V
=
4
4
0
.
1
9
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
/
P
E
R
F
O
R
M
S
A
W
C
U
T
8.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
4.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
6
+
7
0
.
2
2
EL
E
V
=
4
1
4
.
8
4
4
NEIGHBORHOOD ROUTEA3
TRAVEL
12'
SWBIKE
6'5'
58' R.O.W.
36' PAVEMENT
LC
R/W
P.U.E.
8'
PLANT.
5'
CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.00'
0.5'
SW BIKE
6'
R/W
P.U.E.
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.00'
0.5'
5'
0.5'0.5'
2.50%
2
105
2.50%
NOT TO SCALE
TRAVEL
12'
S
D
S
D
PG
E
57
7
TRACT H
1
8
+
0
0
1
9
+
0
0
W
W
W
21+00
22+00
23+00 23+50
9
RIVER TERRACE PARK
FUTURE PHASE
8
8 9
1
1
2
PHASE BOUNDARY
8.00'
PUE, TYP.
SD
75° ANGLE
425
430
440
450
460
470
425
430
440
450
460
470
21+00 22+00 23+00 24+00 24+25
GR
A
D
E
B
R
E
A
K
S
T
A
=
2
3
+
3
3
.
3
1
EL
E
V
=
4
3
4
.
4
7
2
ST
A
=
2
3
+
5
0
.
3
6
(
M
A
Y
B
E
L
L
)
EL
E
V
=
4
3
4
.
6
1
ST
A
=
1
8
+
7
8
.
0
8
(
1
6
1
S
T
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
3
+
0
3
.
6
3
(
M
A
Y
B
E
L
L
)
EL
E
V
=
4
3
4
.
0
3
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
0.83%
1.50%
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
FINISH GRADE @
FUTURE PHASE
STREET CENTERLINE
5.00' PROPOSED ADA
CROSSING 1.5% CROSS SLOPE
10.00'2:1
3.00' TEMPORARY
ASPHALT BENCH
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
0
8
-
2
0
9
)
1
6
1
S
T
&
M
A
Y
B
E
L
L
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
9
J
u
n
1
3
,
2
0
2
5
-
1
:
2
5
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
209SCALE
1 INCH = 40 FEET
40 20 4000SW 161ST AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW 161ST AVE PER TYPICAL
STREET SECTION A3, THIS SHEET.
2.CONSTRUCT SW MAYBELLE LN PER
TYPICAL STREET SECTION B, THIS SHEET.
3.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
4.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
SW 161ST AVE - PLAN
SCALE: 1" = 40'
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW 161ST AVENUE &
SW MAYBELL LANE
PLAN & PROFILE
SW
1
6
1
S
T
A
V
E
SE
E
S
H
E
E
T
20
8
KEY MAP
STA: 18+06.11 - 19+95.53
4
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
STANDARD ADA ACCESSIBLE RAMP TO BE
INSTALLED WITH FUTURE DEVELOPMENT PER
DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
CONSTRUCT 3' TEMPORARY ASPHALT BENCH
AT END OF STREET IMPROVEMENTS.
INSTALL STREET BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
INSTALL SIDEWALK BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 19+42.35, 18.03' RT (161ST EAST)
END STA: 19+94.17, 16.02 RT (161ST EAST)
START STA: 19+40.97, 17.97' LT (161ST WEST)
END STA: 19+94.09, 16.96' LT (161ST WEST)
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL. CONSTRUCT
STANDARD CURB PER DETAIL 125, SHEET
D2.03
START STA: 16+88.18, 6.00' RT. (161ST)
END STA: 17+71.25, 18.00' RT. (161ST)
1
2
7
8
9
11 RIVER TERRACE
PARK
PHASE 2
SW MAYBELLE LN - PLAN
SCALE: 1" = 40'
SW MAYBELLE LN - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SW 161ST AVE
SEE THIS SHEET
SW 161ST AVE
SEE THIS SHEET
STA: 23+00.00 - 23+50.00
12
1A
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
375
380
390
400
410
420
430
440
10+0011+0012+0013+0014+0015+0016+0016+25
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
ST
A
=
1
2
+
3
0
.
0
0
(
B
L
A
C
K
S
T
O
N
E
)
EL
E
V
=
3
9
6
.
5
3
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE 375
380
390
400
410
420
430
440
9+5010+00
FINISH GRADE @
FUTURE PHASE
STREET CENTERLINE
-8.04%
11.
7
6
%
-1.50%-2.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
0
+
1
6
.
5
0
EL
E
V
=
3
8
3
.
1
1
8
PVI STA: 12+69.79
PVI ELEV: 402.56
K: 9.00
LVC: 178.17
BV
C
S
:
1
1
+
8
0
.
7
1
BV
C
E
:
3
9
2
.
0
9
EV
C
S
:
1
3
+
5
8
.
8
8
EV
C
E
:
3
9
5
.
4
0
HIGH PT. STA: 12+86.53
HIGH PT ELEV: 398.31
PVI STA: 14+86.73
PVI ELEV: 385.12
K: 14.00
LVC: 232.59
BV
C
S
:
1
3
+
7
0
.
4
4
BV
C
E
:
3
9
4
.
4
7
EV
C
S
:
1
6
+
0
3
.
0
3
EV
C
E
:
3
9
5
.
0
9
LOW PT. STA: 14+82.98
LOW PT ELEV: 389.95
PVI STA: 10+94.49
PVI ELEV: 381.95
K: 9.00
LVC: 119.33
BV
C
S
:
1
0
+
3
4
.
8
3
BV
C
E
:
3
8
2
.
8
4
EV
C
S
:
1
1
+
5
4
.
1
6
EV
C
E
:
3
8
8
.
9
6
LOW PT. STA: 10+48.33
LOW PT ELEV: 382.74
10.00'
ST
A
=
1
0
+
0
0
.
0
0
(
B
L
A
C
K
S
T
O
N
E
)
EL
E
V
=
3
8
3
.
5
3
ST
A
=
1
3
+
9
4
.
5
0
(
1
6
1
S
T
)
IN
T
E
R
S
E
C
T
I
O
N
2:1
S
D
S
D
SD
SD
SD
SS
SS
S
S
S
S
S
S
SS
SS
SSSS
644
644
6
4
4
6
4
4
89
82838485
86 87 88
8.00'
PUE, TYP.
8.00'
PUE, TYP.
(TYP)
(TYP)
3
SITE BOUNDARY
3
10+0011+0012+0013+0014+00
1
5
+
0
0
1
297
9 8
8.00'
PUE, TYP.
8.00'
PUE, TYP.
S
D
W
W
W
W
WWWWW
RIVER TERRACE PARK
FUTURE PHASE
PHASE BOUNDARY
SDSD
SS
DRIVEWAY STATIONS
LOT
82
83
84
85
86
87
88
89
STREET STATION
10+70.61 (BLACKSTONE), 14.00' LT
11+20.61 (BLACKSTONE), 14.00' LT
11+70.61 (BLACKSTONE), 14.00' LT
12+01.38 (BLACKSTONE), 14.00' LT
12+10.94 (BLACKSTONE), 14.00' RT
11+60.94 (BLACKSTONE), 14.00' RT
11+11.61 (BLACKSTONE), 14.00' RT
10+66.54 (BLACKSTONE), 14.00' RT
WIDTH
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
16.25'
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
1
0
)
B
L
A
C
K
S
T
O
N
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
1
0
J
u
n
1
3
,
2
0
2
5
-
1
:
2
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
210SCALE
1 INCH = 40 FEET
40 20 4000
SW BLACKSTONE LN - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW BLACKSTONE LN PER
TYPICAL STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
SW BLACKSTONE LN - PLAN
SCALE: 1" = 40'
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW BLACKSTONE
LANE PLAN &
PROFILE
KEY MAP
STA: 10+43.50 - 12+31.01
SW 161ST AVE
SEE SHEET 208
SW 161ST AVE
SEE SHEET 208
3
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
CONSTRUCT RESIDENTIAL DRIVEWAY PER
DETAIL 141, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT 3' TEMPORARY ASPHALT BENCH
AT END OF STREET IMPROVEMENTS.
INSTALL STREET BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
INSTALL SIDEWALK BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
1
2
7
8
9
RIVER TERRACE
PARK
PHASE 2
SUPERELEVATION DIAGRAM
5.00%
5.00%
CL
FLAT CROSS SLOPE STA: 10+93.50
FULL SHED STA: 10+43.50
TO
C
E
L
E
V
:
38
4
.
2
9
TO
C
E
L
E
V
:
38
3
.
8
7
TO
C
E
L
E
V
:
38
2
.
5
4
CLTO
C
E
L
E
V
:
38
3
.
9
7
TO
C
E
L
E
V
:
38
3
.
0
7
TO
C
E
L
E
V
:
38
7
.
6
6
CL ELEV: 382.75
CL ELEV: 383.87
END TRANSITION STA: 11+18.50
TO
C
E
L
E
V
:
38
5
.
5
8
CLTO
C
E
L
E
V
:
38
5
.
5
8
CL ELEV: 385.48
2.50%
2.50%
CL
FULL SHED STA: 10+68.50
CL ELEV: 382.97
0.00%2.50%
2.50%2.50%
SW 162ND TER
SEE SHEET 214
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB3
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.90'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
2.50%
395
400
410
420
430
440
450
460
5+50 6+00 6+25
395
400
410
420
430
440
450
460
0+50 1+00 2+00 3+00 4+00 5+00 5+75
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
5.00' PROPOSED
ADA CROSSING
1.5% CROSS SLOPE
ST
A
=
3
+
7
3
.
0
0
(
R
O
S
L
Y
N
)
EL
E
V
=
4
2
0
.
5
0
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
=
5
+
9
3
.
3
3
(
R
O
S
L
Y
N
)
EL
E
V
=
4
1
2
.
0
0
ST
A
=
1
6
+
2
4
.
5
0
(
1
6
1
S
T
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
FUTURE PHASE
STREET CENTERLINE
PVI STA:3+55.69
PVI ELEV:425.63
K:8.00
LVC:182.01
BV
C
S
:
2
+
6
4
.
6
8
BV
C
E
:
4
1
4
.
0
1
EV
C
S
:
4
+
4
6
.
6
9
EV
C
E
:
4
1
6
.
5
4
PVI STA:1+88.55
PVI ELEV:404.28
K:9.00
LVC:92.55
BV
C
S
:
1
+
4
2
.
2
8
BV
C
E
:
4
0
3
.
1
3
EV
C
S
:
2
+
3
4
.
8
3
EV
C
E
:
4
1
0
.
1
9
PVI STA:5+06.87
PVI ELEV:410.54
K:9.00
LVC:103.33
BV
C
S
:
4
+
5
5
.
2
1
BV
C
E
:
4
1
5
.
6
9
EV
C
S
:
5
+
5
8
.
5
4
EV
C
E
:
4
1
1
.
3
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
3
1
.
3
5
EL
E
V
=
4
0
2
.
9
4
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
3
9
.
3
5
EL
E
V
=
4
0
3
.
0
6
1
ST
A
=
1
+
0
0
.
0
0
(
R
O
S
L
Y
N
)
EL
E
V
=
4
0
2
.
1
6
ST
A
=
1
7
+
0
4
.
0
2
S
W
1
6
2
N
D
T
E
R
FU
T
U
R
E
I
N
T
E
R
S
E
C
T
I
O
N
12.77
%
-9.98%
2.49%
1.50%
1.50%
2.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
+
7
6
.
8
3
EL
E
V
=
4
1
1
.
5
9
2.50%
10.00'
2:1
S
D
SD
S
S
S
S
S
S
SSSS
PG
E
57
7
93 91
969594
9092
8.00'
PUE, TYP.
8.00'
PUE, TYP.
(TYP)
16
+
0
0
17
+
0
0
18
+
0
0
3
397
9 8
1+00 2+00 3+00 4+00 5+00 5+93
1
(TYP)
2
PHASE BOUNDARY
SITE BOUNDARY
8.00'
PUE, TYP.
8.00'
PUE, TYP.
S
D
S
D
W
W
W
W
W
WWWWW
RIVER TERRACE PARK
FUTURE PHASE
SC
S C
SDSD
SD
S C S C S C
SC SC S C
SD SD
SD
PHASE BOUNDARY
SD
SS
S
D
DRIVEWAY STATIONS
LOT
90
91
92
93
94
95
96
STREET STATION
5+27.04 (ROSLYN), 14.00' RT
4+97.62 (ROSLYN), 14.00' RT
4+32.39 (ROSLYN), 14.00' RT
4+05.61 (ROSLYN), 14.00' RT
3+97.23 (ROSLYN), 14.00' LT
4+72.64 (ROSLYN), 14.00' LT
5+04.83 (ROSLYN), 14.00' LT
WIDTH
16.25'
16.25'
16.25'
16.25'
23.00'
16.25'
20.00'
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
1
1
)
R
O
S
L
Y
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
1
1
J
u
n
1
3
,
2
0
2
5
-
1
:
2
9
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
211SCALE
1 INCH = 40 FEET
40 20 4000SW ROSLYN LN - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW ROSLYN LN PER TYPICAL
STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
SW ROSLYN LN - PLAN
SCALE: 1" = 40'
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
SW ROSLYN LANE
PLAN & PROFILE
KEY MAP
STA: 3+72.26 - 5+50.00
SW 161ST AVE
SEE SHEET 209
SW 161ST AVE
SEE SHEET 208
3
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.02.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.01.
CONSTRUCT RESIDENTIAL DRIVEWAY PER
DETAIL 141, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT 3' TEMPORARY ASPHALT BENCH
AT END OF STREET IMPROVEMENTS.
INSTALL STREET BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
INSTALL SIDEWALK BARRICADE PER CITY OF
TIGARD DETAIL 192, SHEET D2.02.
1
2
7
8
9
RIVER TERRACE
PARK
PHASE 2
SUPERELEVATION DIAGRAM
TO
C
E
L
E
V
:
41
1
.
5
3
TO
C
E
L
E
V
:
41
2
.
3
3
CL
FULL SHED STA: 5+25.00
CL ELEV: 411.43
2.50%
2.50%
TO
C
E
L
E
V
:
41
1
.
0
1
TO
C
E
L
E
V
:
41
2
.
4
3
CL
FULL SHED STA: 5+50.00
CL ELEV: 411.22
5.00%
5.00%
SW 162ND TER
SEE SHEET 214
SW 162ND TER
SEE SHEET 214
350
360
370
380
390
400
350
360
370
380
390
400
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40
ST
A
=
1
+
0
0
.
0
0
(
A
L
L
E
Y
A
)
EL
E
V
=
3
5
5
.
9
7
ST
A
=
2
+
2
7
.
4
5
(
1
6
2
N
D
A
V
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
7
+
1
5
.
0
0
(
A
L
L
E
Y
A
)
EL
E
V
=
3
6
4
.
1
1
ST
A
=
1
1
+
2
3
.
8
9
(
1
6
1
S
T
)
IN
T
E
R
S
E
C
T
I
O
N
4.28%5.00%
-1.18%0.50%
PVI STA:6+55.95
PVI ELEV:362.99
K:9.00
LVC:6.51
BVCS: 6+52.70
BVCE: 362.82
EVCS: 6+59.21
EVCE: 363.12
PVI STA:5+51.31
PVI ELEV:357.75
K:14.00
LVC:63.00
BV
C
S
:
5
+
1
9
.
8
1
BV
C
E
:
3
5
7
.
6
0
EV
C
S
:
5
+
8
2
.
8
1
EV
C
E
:
3
5
9
.
3
3
PVI STA:1+66.93
PVI ELEV:355.83
K:9.00
LVC:15.15
LP STA: 1+70.01
LP ELEV: 355.86
BV
C
S
:
1
+
5
9
.
3
6
BV
C
E
:
3
5
5
.
9
2
EV
C
S
:
1
+
7
4
.
5
1
EV
C
E
:
3
5
5
.
8
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
2
8
.
0
6
EL
E
V
=
3
5
6
.
2
9
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
+
8
6
.
0
0
EL
E
V
=
3
6
4
.
2
7
0
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
PRE-MASS GRADING
ALLEYC
PAVEMENT
SECTION
MOUNTABLE CURB TYPE 'B'
SEE DETAIL, SHEET D201.
MOUNTABLE CURB TYPE 'A'
SEE DETAIL, SHEET D201.
TC=CL+0.62
TC=CL-0.15 0.5'0.5'
PUE
3'19' PAVEMENT
4.50%
PUE
3'
20'
3
105
NOT TO SCALE
PL PL
7+40
1+00
2+00 3+00 4+00 5+00 6+00 7+00
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
S
D
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS
PG
E
50
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
PG
E
57
7
644
644
64
4
64
4
69 67
81
73 72 71 70 68
50
747576777879
666065
61
57
55 62 63
64
53
TR
A
C
T
E
56 5958
54
5251
8.00'
PUE, TYP.
6.00'
PUE, TYP.
8.00'
PUE, TYP.
80
TR
A
C
T
G
TRACT F
3.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
10
10
W W W W W W W W W W W
W
W
W
W
W
W
W
WWWWWWWWWWWWWW
W
S
3.00'
PUE, TYP.
UTILITIES SHALL BE INSTALLED
PRIOR TO CURB CONSTRUCTION
UTILITIES SHALL BE INSTALLED
PRIOR TO CURB CONSTRUCTION
6.00'
PUE, TYP.
W
DRIVEWAY STATIONS
LOT
66
STREET STATION
11+23.89 (161ST), 18.00' LT
WIDTH
30.00'TRACT F
2+27.78 (162ND), 14.00' LT 30.00'TRACT F
1+00
SD
SD
SD
XSD XSD
SS
SS SS SS SS SS SS
S
S
W
SD SD
20.00'
25.00'
GUT 356.36
TOC 356.62
SW 355.40
SW 357.15
STA = 1+41.50
ELEV = 356.13
STA = 1+53.06
ELEV = 356.00
GUT 355.73
TOC 355.98
30.00'
W
W
W 7+00
W
W
W
W
25.00'
24.00'
STA = 6+62.50
ELEV = 363.27
STA = 6+61.50
ELEV = 363.22
GUT 362.87
TOC 363.12
GUT 363.59
TOC 363.84
SW 365.31
SW 363.00
30.00'
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
1
2
)
A
L
L
E
Y
A
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
0
4
J
u
n
1
3
,
2
0
2
5
-
1
:
3
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
212SCALE
1 INCH = 40 FEET
40 20 4000
ALLEY A - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
ALLEY A - PLAN
SCALE: 1" = 40'
ALLEY A PLAN &
PROFILE
KEY MAP
SW 161ST AVE
SEE SHEET 208
SW 161ST AVE
SEE SHEET 208
GENERAL NOTES:
1.CONSTRUCT ALLEY A PER TYPICAL STREET
SECTION C, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
STREET NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.01. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
10
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 1+24.98 - 6+86.50
SW 162ND AVE
SEE SHEET 206
RIVER TERRACE
PARK
PHASE 2
ALLEY TAPER DETAIL #1
SCALE: 1" = 10'
ALLEY TAPER DETAIL #2
SCALE: 1" = 10'
330
340
350
360
370
380
390
400
410
420
330
340
350
360
370
380
390
400
410
420
13+5014+0015+0016+0017+0018+0019+0020+0021+0022+00
ST
A
=
1
3
+
8
7
.
6
7
(
1
6
3
R
D
)
EL
E
V
=
3
4
5
.
9
4
??
?
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
8
+
7
7
.
7
1
(
1
6
3
R
D
)
EL
E
V
=
3
7
5
.
6
2
ST
A
=
3
6
+
6
1
.
4
0
(
E
V
E
R
T
O
N
)
GR
A
D
E
B
R
E
A
K
&
I
N
T
E
R
S
E
C
T
I
O
N
7.22%
9.42
%
2.50%
2.50%
1.50%2.50%
1.29%1.40%
1.50%
1.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
8
+
2
0
.
1
6
EL
E
V
=
3
7
4
.
7
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
4
+
0
4
.
6
4
EL
E
V
=
3
4
6
.
1
7
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
7
0
.
6
4
EL
E
V
=
3
4
5
.
7
1
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
4
+
3
3
.
6
8
EL
E
V
=
3
4
6
.
6
1
2
FINISH GRADE @
FUTURE STREET
CENTERLINE
ST
A
=
1
4
+
3
8
.
0
9
(
1
6
3
R
D
)
EL
E
V
=
3
4
6
.
7
2
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GRADE @
STREET CENTERLINE
ST
A
=
1
8
+
5
0
.
7
1
(
1
6
3
R
D
)
EL
E
V
=
3
7
5
.
2
1
SI
T
E
B
O
U
N
D
A
R
Y
PVI STA: 17+36.50
PVI ELEV: 372.67
K: 12.00
LVC: 82.99
BV
C
S
:
1
6
+
9
5
.
0
1
BV
C
E
:
3
6
8
.
7
6
EV
C
S
:
1
7
+
7
8
.
0
0
EV
C
E
:
3
7
3
.
7
0
PVI STA: 20+62.67
PVI ELEV: 387.12
K: 12.00
LVC: 224.20
BV
C
S
:
1
9
+
5
0
.
5
7
BV
C
E
:
3
7
9
.
0
3
EV
C
S
:
2
1
+
7
4
.
7
7
EV
C
E
:
3
7
4
.
2
8
HIGH PT. STA: 20+37.23
HIGH PT ELEV: 382.16
PVI STA: 14+69.25
PVI ELEV: 347.50
K: 9.00
LVC: 62.24
BV
C
S
:
1
4
+
3
8
.
1
3
BV
C
E
:
3
4
6
.
7
2
EV
C
S
:
1
5
+
0
0
.
3
7
EV
C
E
:
3
5
0
.
4
3
PVI STA: 19+17.00
PVI ELEV: 376.60
K: 14.00
LVC: 66.11
BV
C
S
:
1
8
+
8
3
.
9
4
BV
C
E
:
3
7
5
.
7
8
EV
C
S
:
1
9
+
5
0
.
0
5
EV
C
E
:
3
7
8
.
9
9
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MA
X
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
13+0
0
14+0
0
15+0
0
16+0017+0018+0019+0020+00
21+0
0
22+
0
0
SD
SD
SD
S
D
S
D
S
D
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
71
2
712
712
W
W
W
RIVER TERRACE PARK
FUTURE PHASE
PHASE BOUNDARY
SITE BOUNDARY
36
+
0
0
36
+
6
1
SEE SHEET 106 FOR CONTOURS
AND GRADING INFORMATION.
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
1
3
)
1
6
3
R
D
F
U
T
U
R
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
1
3
J
u
n
1
3
,
2
0
2
5
-
1
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
213
SCALE
1 INCH = 40 FEET
40 20 4000
FUTURE SW 163RD AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW 163RD AVE PER TYPICAL
STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
FUTURE SW 163RD AVE - PLAN
SCALE: 1" = 40'
163RD AVE FUTURE
PLAN & PROFILE
SW
P
E
R
T
H
R
D
SE
E
SH
E
E
T
203
KEY MAP
STA: 10+00.00 - 13+28.76
SW
P
E
R
T
H
R
D
SE
E
SH
E
E
T
203
RIVER TERRACE
PARK
PHASE 2
SW
1
6
3
R
D
A
V
E
SE
E
S
H
E
E
T
20
5
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
375
380
390
400
410
420
430
440
375
380
390
400
410
420
430
440
13+5014+0015+0016+0017+0018+0019+0019+25
FINISH GRADE @
FUTURE PHASE
STREET CENTERLINE
-8.04%
4.50%
8.57
%
5.50%
5.50%
9.53
%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
6
+
7
2
.
2
2
EL
E
V
=
4
0
0
.
0
9
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
6
+
6
4
.
2
2
EL
E
V
=
3
9
9
.
7
3
2
PVI STA: 16+44.39
PVI ELEV: 398.64
K: 12.00
LVC: 36.90
BV
C
S
:
1
6
+
2
5
.
9
4
BV
C
E
:
3
9
7
.
0
6
EV
C
S
:
1
6
+
6
2
.
8
4
EV
C
E
:
3
9
9
.
6
6
PVI STA: 14+86.73
PVI ELEV: 385.12
K: 14.00
LVC: 232.59
BV
C
S
:
1
3
+
7
0
.
4
4
BV
C
E
:
3
9
4
.
4
7
EV
C
S
:
1
6
+
0
3
.
0
3
EV
C
E
:
3
9
5
.
0
9
LOW PT. STA: 14+82.98
LOW PT ELEV: 389.95
PVI STA: 17+02.48
PVI ELEV: 401.76
K: 14.00
LVC: 56.42
BV
C
S
:
1
6
+
7
4
.
2
7
BV
C
E
:
4
0
0
.
2
0
EV
C
S
:
1
7
+
3
0
.
6
9
EV
C
E
:
4
0
4
.
4
4
ST
A
=
1
7
+
0
4
.
0
2
(
1
6
2
N
D
)
EL
E
V
=
3
5
2
.
2
4
ST
A
=
1
+
0
0
.
0
0
(
R
O
S
L
Y
N
)
IN
T
E
R
S
E
C
T
I
O
N
1+
0
0
2+
0
0
S
D
S
S
14
+
0
0
15+00
16+0017+0018+0019+00
20
+
0
0
RIVER TERRACE PARK
FUTURE PHASE
SITE BOUNDARY
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
1
4
)
1
6
2
N
D
F
U
T
U
R
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
1
4
J
u
n
1
3
,
2
0
2
5
-
2
:
0
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
214SCALE
1 INCH = 40 FEET
40 20 4000
FUTURE SW 162ND AVE - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW 162ND TER PER TYPICAL
STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
FUTURE SW 162ND TER - PLAN
SCALE: 1" = 40'
SW 162ND TER
FUTURE PLAN &
PROFILE
KEY MAP
STA: 10+43.50 - 12+31.01
SW ROSLYN LN
SEE SHEET 211
RIVER TERRACE
PARK
PHASE 2
SW MAYBELLE LN
SEE SHEET 215
SW BLACKSTONE LN
SEE SHEET 210
LOCAL RESIDENTIAL
CITY OF TIGARD SKINNY STREET OPTION
PARKING ON BOTH SIDESB
2.50%
TRAVEL
7'
SWPARK
7'5'
50' R.O.W.
28' PAVEMENT
LC
R/W
PUE
8'
PLANT.
5'
1
105CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC = CL + 0.10'
0.5'
0.5'
2.50%
SW
5'
R/W
PUE
8'
PLANT.
5'
5:1 MAX
.
TC = CL + 0.10'
0.5'
0.5'
NOT TO SCALE
PARK
7'
TRAVEL
7'
410
420
430
440
450
460
470
480
410
420
430
440
450
460
470
480
19+00 20+00 21+00 22+00 23+00 23+50
-3.94%
0.83%1.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
2
3
+
3
3
.
3
1
EL
E
V
=
4
3
4
.
4
7
2
PVI STA: 21+04.91
PVI ELEV: 440.11
K: 12.00
LVC: 161.63
BV
C
S
:
2
0
+
2
4
.
0
9
BV
C
E
:
4
3
2
.
4
1
EV
C
S
:
2
1
+
8
5
.
7
2
EV
C
E
:
4
3
6
.
9
3
HIGH PT. STA: 21+38.46
HIGH PT ELEV: 437.86
PVI STA: 22+71.55
PVI ELEV: 433.55
K: 9.00
LVC: 48.95
BV
C
S
:
2
2
+
4
7
.
0
7
BV
C
E
:
4
3
4
.
5
1
EV
C
S
:
2
2
+
9
6
.
0
2
EV
C
E
:
4
3
3
.
9
1
LOW PT. STA: 22+82.52
LOW PT ELEV: 433.81
ST
A
=
2
2
+
9
9
.
6
4
(
B
L
A
C
K
S
T
O
N
E
1
6
2
N
D
T
E
R
M
A
Y
B
E
L
L
)
EL
E
V
=
4
3
3
.
9
7
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
9.33%
FINISH GRADE @
FUTURE PHASE
STREET CENTERLINE
S
D
S
D
S
D
P
G
E
57
7
TRACT H
W
W
W
W
19
+
0
0
20+00 21+00 22+00 23+00
23+50
PHASE BOUNDARY
SITE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
S CSC S C S C
SD
SDSDSDSD
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
2
1
5
)
M
A
Y
B
E
L
L
E
F
U
T
U
R
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
2
1
5
J
u
n
1
3
,
2
0
2
5
-
2
:
1
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
215SCALE
1 INCH = 40 FEET
40 20 4000FUTURE SW MAYBELLE LN - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.CONSTRUCT SW MAYBELLE LN PER
TYPICAL STREET SECTION B, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.DRY UTILITY CROSSINGS SHALL BE PLACED
PRIOR TO PROOF ROLL TEST FOR CURB.
THE NUMBER OF CROSSINGS, EXACT
LOCATIONS, DEPTH, CONDUIT TYPE, ETC.
SHALL BE SPECIFIED BY THE PRIVATE
UTILITY CARRIERS. CONTRACTOR SHALL
COORDINATE.
FUTURE SW MAYBELLE LN - PLAN
SCALE: 1" = 40'
SW MAYBELLE LN
FUTURE PLAN &
PROFILE
KEY MAP
STA: 3+72.26 - 5+50.00
SW 161ST AVE
SEE SHEET 208
RIVER TERRACE
PARK
PHASE 2
SW 162ND TER
SEE SHEET 214
34+00 35+00
5+
0
0
5+
3
2
TRACT C
32
33
25
21 22 23
24
2.5%
2.5%
4.5%
2.5%
2.5%
4.5%
1.
5
%
2.
5
%
2.
5
%
2.
5
%
2.
5
%
7.8%10.8%14.8%
0.
5
%
1.
5
%
1.
5
%
2.
5
%
STA = 4+40.34
ELEV = 350.11
STA = 4+40.81
ELEV = 350.12
STA = 4+65.34
ELEV = 350.49
STA = 4+65.81
ELEV = 350.49
STA = 4+90.34
ELEV = 350.86
STA = 4+90.81
ELEV = 350.87
STA = 5+31.58
ELEV = 351.83
STA = 34+70.64
ELEV = 356.29
STA = 33+92.64
ELEV = 349.14
STA = 33+67.64
ELEV = 347.34
STA = 33+42.64
ELEV = 344.65 STA = 33+92.68
ELEV = 349.14
STA = 33+97.68
ELEV = 349.37
2.
5
%
2.
5
%
STA = 34+95.64
ELEV = 359.98
2.
5
%
STA = 33+67.68
ELEV = 347.34
STA = 34+22.68
ELEV = 351.08
7.2%6.8%
2.
5
%
2.
5
%
GUT 348.83 GUT 349.06
GUT 350.22
GUT 350.14
PT 350.72
PC
34
9
.
3
3
3/4
350.4
7
1/2
350
.
1
0
1/
4
34
9
.
7
4
PC351.84
1/4
352.
5
4
1
/
2
3
5
3
.
8
1
3
/
4
3
5
5
.
0
8
PT
35
6
.
3
5
TC
35
6
.
5
9
GUT 351.34
GUT 351.43
STA = 34+72.39
ELEV = 356.53
C1 C2
SW 349.21
SW 349.27
SW 349.32
SW 350.26
SW 350.30
SW 350.25
SW 350.20
SW 349.26
SW 348.37
SW 348.29
SW 350.71
SW 350.79
7.
5
%
1.
2
%
1.1%
7
.
5
%
0
.
8
%
1.1%
0.5%
1.2%
4
.
6
%
4.
0
%
1.1%
1.
1
%
1
.
5
%
3.
1
%
1.5%
3.
2
%
6.0%1.
5
%
6.1%
4.4 %
1
.
5
%
1.5
%
0
.
9
%
1.1%
7.
5
%
1.
2
%
0.9%
1.
2
%
3.
8
%
4.5%
1.5
%
0.9%
GUT 348.69
SW 349.06
SW 349.12 SW 349.17
SW 349.11
GUT 348.92
SW 348.37
SW 348.30
SW 351.41
SW 351.34
5.0%
1.
5
%
5.1%
8.4%
1.
5
%
8.4%
SW 351.72 SW 351.78
SW 351.84
SW 356.50
SW 351.77
SW 351.54
SW 351.62
7.5%
1.2%
1.
1
%
2 6 .2 %
1.
5
%
1.
2
%
1.5%
1.
1
%
1.
1
%
1.2%
1.5%
6.8%
1 8 .1 %
1 .5 %
SW 356.42
17.76'
26.54'
TC
36
0
.
0
4
TC
34
7
.
3
9
TC351.22
TC???350.84
TC 350.59
TC ???350.22
TC
??
?
34
4
.
6
9
TC
34
7
.
4
0
TC
34
9
.
8
3
35
1
.
1
3
2.
5
%
STA = 34+47.68
ELEV = 353.48
TC
35
0
.
0
9
35
3
.
5
4
34
7
.
4
0
2.
5
%
TC
??
?
34
4
.
6
9
10.8%9.6%
CURB RETURN TABLE
CURVE
C1
C2
LENGTH
39.12'
39.42'
RADIUS
25.00'
25.00'
DELTA
89°39'28"
90°20'32"
CHORD
35.25'
35.46'
BEARING
S45°16'43"E
N44°43'17"E
START STATION END STATION
33+92.64, 16.00' R (EVERTON)
34+74.53, 16.01' R (EVERTON)
4+90.78, 10.11' L (SWALLOW)
4+90.34, 14.00' R (SWALLOW)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
1
J
u
n
1
3
,
2
0
2
5
-
2
:
2
2
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW EVERTON ST & SW SWALLOW TER
SCALE: 1" = 10'
KEY MAP
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR1
28+00
29+00
1+
0
0
2+
0
0
30
39
38
31
STA = 27+77.25
ELEV = 327.88
1
/
2
3
3
0
.
0
2
2.
5
%
6.4%
5.
0
%
5.
0
%
TC
32
7
.
1
1
TC 331.36
TC 332.39
PC332.98
2.
5
%
2.
5
%
4.8%7.9%
4.
8
%
2.
6
%
2.7%
2.7%
2.
5
%
5.0%4.5%
5.
0
%
3/4
332.65
1/2
333
.
2
2
1/
4
33
3
.
7
9
PC
33
4
.
3
6
1/4
330
.
6
2
3
/
4
3
2
9
.
4
7
STA = 1+43.00
ELEV = 331.39
STA = 1+66.28
ELEV = 332.22
STA = 1+68.00
ELEV = 332.31
STA = 27+52.25
ELEV = 326.28
STA = 27+52.25
ELEV = 326.28
STA = 27+82.25
ELEV = 328.11
STA = 28+07.25
ELEV = 329.69 ELEV = 330.36
STA = 28+51.14
ELEV = 333.53
PC 331.18
2.
5
%
8.5%
STA = 27+27.25
ELEV = 324.15
GUT 330.68
GUT 330.61
GUT 328.44
GUT 328.21
PT
32
8
.
7
1
PC332.37
GUT 331.87
GUT 331.79
C3
SW 330.27TOC 330.71
SW 330.21
TOC 330.65
SW 330.15
SW 328.62
SW 328.68
TOC 329.24
SW 328.74
SW 330.21
SW 328.68
7.
5
%
1.
2
%
1.1%
1.5
%
4.
2
%
1.1%
1.
2
%
1 1 .2 %
7 .5 %
7.5%
1.2%
1.
2
%
1.5%
1.
1
%
1.2%
7.0%
SW 332.25 SW 332.31
SW 332.27
SW 332.21
7.5%0.
9
%
1.2%
1.5
%
1.2%
7.0%0
.
8
%
GUT 326.98
SW 327.35
SW 327.41
GUT 327.21
SW 327.40
SW 327.46
4.5%
7.
5
%
3.
9
%
1.
2
%
1.
2
%
0.9%
0.9%
C4
1
.
5
%
SW 331.97
SW 331.89
SW 328.08
SW 328.01
4.0%
1.
5
%
4.1%
11
.
7
%
1.5%
10
.
8
%
1 .5 %
4 .5 %
3.
5
%
1.5%
3.
6
%
1
3.1
%
1.
5
%
9
.
2
%
SW 332.76
SW 332.83
SW 334.63
SW 334.56
TC
33
7
.
1
3
STA = 28+76.14
ELEV = 336.30
2.
5
%
1 .
5
%
10.1%
1.
5
%
10.2%
3.0%
1.
5
%
2.9%
SW 328.92
SW 329.00
SW 326.90
SW 326.97
2.5%
2.5%
STA = 1+91.28
ELEV = 333.79
STA = 1+93.00
ELEV = 333.92
STA = 29+01.15
ELEV = 339.09
2.
5
%
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
TC???334.52
TC
??
?
34
0
.
0
4
TC ???334.04
TC
??
?
32
5
.
1
0
TC
34
7
.
6
1
32
6
.
2
8
TC
??
?
32
9
.
6
7
15.00'
18.07'
15.00'
6" CURB
12.57'
1+43.00, 14.00' L (SWALLOW)
1+42.97, 18.02' R (SWALLOW)
27+81.27, 17.97' L (PERTH)
28+51.14, 18.00' L (PERTH)
CURB RETURN TABLE
CURVE
C3
C4
LENGTH
39.27'
36.85'
RADIUS
25.00'
25.00'
DELTA
90°00'00"
84°28'23"
CHORD
35.36'
33.60'
BEARING
S44°33'01"W
S42°40'40"E
START STATION END STATION
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
2
J
u
n
1
3
,
2
0
2
5
-
2
:
2
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW PERTH RD & SW SWALLOW TER
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR2
13
+
0
0
14
+
0
0
30+00
31+0
0
40
TRACT D
2.
5
%
STA = 29+36.73
ELEV = 342.31
STA = 29+47.31
ELEV = 343.07
STA = 29+61.73
ELEV = 343.95
STA = 29+72.31
ELEV = 344.422.
7
%
3.
3
%
2.
5
%
2.
5
%
4.6
%
2.
5
%
4.5%
4.3%
4.5%
2.5%
STA = 13+51.63
ELEV = 345.43
STA = 13+28.76
ELEV = 345.00
STA = 13+26.63
ELEV = 344.94
STA = 13+03.76
ELEV = 344.37
TC
34
3
.
1
4
4.5%
4.0%
1
/
2
3
4
5
.
7
7
3
/
4
3
4
5
.
3
8
1/4
346
.
0
6
4.9
%
PT
34
8
.
4
5
TC
34
8
.
5
0
PC
35
0
.
4
5
6.8%
PR
C
34
7
.
9
6
1/4
347
.
6
3
1/2
347.
5
6
FUTURE
TC 347.78
TC347.88
TC
34
9
.
1
2
ELEV = 345.94
STA = 30+32.38
ELEV = 347.12
STA = 30+57.38
ELEV = 348.29
STA = 30+66.26
ELEV = 348.79
STA = 30+67.75
ELEV = 348.88
STA = 30+91.26
ELEV = 350.51
STA = 14+21.07
ELEV = 346.42
STA = 14+38.09
ELEV = 346.72
STA = 14+46.07
ELEV = 346.96
STA = 14+63.09
ELEV = 347.69
TC
34
3
.
0
4
PC
34
4
.
3
0
PT 345.29
TC 344.82
1/
4
34
4
.
5
7
1/2
344
.
8
5
3/4
345.12
PR
C
34
4
.
9
4
PC 346.58
TC345.10
PC345.98
1
/
2
3
4
7
.
0
6
2.7%
4.5%
3/4
347.48
3/
4
3
4
7
.
6
3
1/
4
34
6
.
6
5
GUT 346.26
GUT 346.86
GUT 347.09
4.
8
%
144
145
2.
7
%
1.5%
2.
4
%
10
.
0
%
10
.
0
%
1.5%
8.
2
%
8 .2 %
FUTURE SW
346.13
FUTURE SW
347.10
FUTURE SW
347.02
FUTURE SW
346.23
SW 347.80
SW 347.72
GUT 345.54
GUT 345.46
GUT 344.67
GUT 344.44
PT347.40
GUT 346.92
GUT 346.97
GUT 347.14
GUT 347.36
GUT 343.32
GUT 343.52
GUT 344.72
GUT 344.80
GUT 346.19
C5
C6
C7
C8
SW 345.57
SW 345.60
SW 345.57
SW 345.51
0.
9
%
0.
5
%
0.
7
%
0.6
%
1.
2
%
1.2
%
SW 347.34 SW 347.40
SW 347.35
1
.
3
%
SW 347.46
SW 347.40
1
.
0
%
7.5%
1.2%
0
.
9
%
1.2%
0
.
9
%
5.8%1.5
%
1
.
4
%
0
.
9
%
1.5%1.2
%
0.9
%
4.6
%
SW 347.29
SW 344.80
SW 344.86
SW 344.91
SW 344.85
1.5%
1.1%
1
.
0
%
1.1%
1.0%
1.5
%
1
.
0
%
SW 346.67
SW 346.54
0.
5
%
2.6
%
1.
2
%
7 .5 %
4 .6 %
SW 347.12
1.2%
1.
5
%
SW 348.04
SW 348.70 SW 349.16
SW 349.08
SW 348.72
SW 348.17
SW 346.23
SW 345.83
SW 345.76
SW 346.13
4 .7 %
4.
7
%
1.5%
4.
5
%
4 .4 %
13.3%
13.3%
13.3%1.5
%
10.8%
10.8%
10.8%
8.1%
1.
5
%
7.7%
1.
6
%
1.5%
1.
8
%
SW 348.72
SW 348.65
SW 345.10SW 345.18
4.4%SW 347.44
SW 347.50
1.5
%
1.2
%
0.9
%
1 .5 %
1
.
4
%
0
.
5
%
0
.
9
%
1.1%
1
.
0
%
3
.
8
%
SW 347.11
SW 347.05
4 .5 %
SW 346.61
SW 346.57
7.
0
%
7.
5
%
1.5%
2.5%
STA = 13+01.63
ELEV = 344.32
1.
6
%
3.
5
%
8.2
%
5.7%
4.4%
1.
9
%
2.
5
%
STA = 30+82.38
ELEV = 349.85
6.2
%
1.
9
%
2.
5
%
STA = 29+22.30
ELEV = 341.13
2.
5
%
STA = 29+11.73
ELEV = 340.16
8.2%
8.0%
1 .5 %
TC
??
?
3
4
1
.
1
0
TC 344.82TC344.82
TC 344.86344.42
TC
34
3
.
0
4
TC
34
1
.
6
3
34
1
.
1
1
TC
35
0
.
3
5
35
0
.
6
8
3.
5
%
3.
3
%
SW 344.87
SW 344.93
SW 344.87
SW 344.81SW 344.20
SW 344.27
SW 343.92
SW 344.03
SW 343.74
SW 343.80
SW 343.75
SW 343.69
SW 342.99
SW 343.07
7 .2 %
4 .4 %
3.
9
%
1.
2
%
1.1%
1.
2
%
7.
5
%
1.1%
1.5
%
4.5 %
4.1%
1.
5
%
4.0%
4.6%
1.
5
%
4.6%
4.
4
%
1.
2
%
0.9%
1.
2
%
7.
5
%
4.0%
0.9%
1
.
5
%
5.0%
5.0
%
3.
8
%
3.8%
15.00'
15.00'
15.00'
CURB RETURN TABLE
CURVE
C5
C6
C7
C8
LENGTH
37.70'
31.18'
35.63'
36.77'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
86°23'34"
71°27'55"
81°39'48"
84°16'41"
CHORD
34.23'
29.20'
32.69'
33.55'
BEARING
N71°23'38"E
S17°13'21"E
S22°42'47"E
N60°38'54"E
START STATION END STATION
29+72.31, 18.00' R (PERTH)
29+65.16, 19.68' L (PERTH)
30+32.38, 18.00' L (PERTH)
30+69.33, 15.26' R (PERTH)
13+52.89, 10.21' L (163RD)
13+28.76, 14.00' R (163RD)
14+22.34, 17.79' R (163RD)
14+33.89, 14.36' L (163RD)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
3
J
u
n
1
3
,
2
0
2
5
-
2
:
2
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW PERTH RD & SW 163RD AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR3
3
6
2
.
6
8
TC
35
9
.
9
2
1+
0
0
2+
0
0
2+00
32+00
33+00
49
48
79
81
80
PC361.18
1/4
361.
4
6
1/
2
36
1
.
7
3
3
/
4
3
6
2
.
0
1
S C
P
T
3
6
2
.
2
8
P
C
3
6
2
.
3
9
PR
C
36
2
.
7
6
1
/
2
36
2
.
9
4
1/
2
36
2
.
5
9
STA = 33+08.26
ELEV = 363.29
STA = 33+06.23
ELEV = 363.24
2
.
5
%
2
.
5
%
STA = 33+31.23
ELEV = 363.79
2.2%
2
.
5
%
STA = 33+56.23
ELEV = 364.33
2.2%
STA = 32+82.12
ELEV = 362.72
STA = 32+76.93
ELEV = 362.61
STA = 32+81.91
ELEV = 362.71
STA = 32+76.59
ELEV = 362.60
STA = 32+07.54
ELEV = 360.55
STA = 31+83.95
ELEV = 359.09
STA = 31+60.36
ELEV = 357.16
STA = 32+49.98
ELEV = 362.02
ELEV = 362.00
7.7%5.9%
2.3%
2.3%
2.3%
4.
5
%
2.
8
%
6.
2
%
7.
2
%
2.
5
%
2.
5
%
2
.
5
%
2.5%
2.5%
2.5%
2.5%
2.5%
2.5%
4
.
5
%
4
.
5
%
2
.
5
%
2
.
5
%
2
.
5
%
2
.
5
%
GUT 361.78
GUT 361.88
GUT 360.68
GUT 360.61
GUT 360.29
GUT 360.33
PC
36
0
.
5
5
1/2
360
.
7
3
PT 360.55
3/4
360.8
2
TC
35
9
.
0
9
TC 359.78
STA = 1+34.90
ELEV = 361.08
STA = 1+47.79
ELEV = 360.81
STA = 1+59.90
ELEV = 360.37
STA = 1+72.79
ELEV = 359.68
STA = 1+84.90
ELEV = 358.82
STA = 1+97.79
ELEV = 357.87
C9
C10 SW 362.08
SW 362.10
SW 362.15
SW 362.14
SW 362.10
SW 362.04
SW 361.92
SW 361.91
SW 361.18
SW 361.11
SW 361.11
SW 361.04 SW 361.04
SW 360.83SW 360.76
SW 360.98
0.9%
0.9%
4.9%
1
.
5
%
1
.
2
%
0.9%
1
.
2
%
1
.
9
%
1.5
%
0.9%
4 .9 %4.9%
7 .4 %
7.4%
1.3
%
1.2%
1.5%
1.2%
1.
2
%
5.8%
7.5%
1.
5
%
1.5%
1.
9
%
1.
9
%
1.
8
%
1.
8
%
2.0%
SW 360.63
SW 360.70
SW 360.42
SW 360.48
SW 360.53
SW 360.47
SW 360.58
SW 360.71 SW 360.64
SW 360.54
1.0%1.
5
%
1.5%
2.4%
1.2%
0
.
9
%
1.2%2.5%
0
.
9
%
1.
5
%
1
.
3
%
1.
3
%
1.5%
1.
0
%
1
.
0
%
0
.
8
%
C11
C12
1.0%
1
.
5
%
0.8%
0.9%
1.5
%
7
.
5
%
1
.
2
%
0.9%
1
.
2
%
6
.
2
%
4.3%
1
.
5
%
4.3%
SW 364.06
SW 363.98
GUT 363.43
SW 363.81
SW 363.87
SW 363.91
SW 363.85
SW 363.22
SW 363.14 GUT 363.54
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
TC ???
PC361.18
TC360.48
TC???
357.98
358.93
T
C
?
?
?
3
6
3
.
0
5
T
C
?
?
?
3
6
3
.
5
9
T
C
?
?
?
3
6
4
.
1
3
T
C
3
6
2
.
6
7
3
6
4
.
2
4
T
C
3
6
1
.
9
5
3
6
2
.
8
4
TC
??
?
35
7
.
1
7
1
.
5
%
4.9%
SW 363.13
SW 363.20
1
.
2
%
SW 362.21
SW 362.16
1
.
2
%
1.5
%
SW 362.83
SW 362.75
SW 362.00 SW 362.12
SW 362.19
SW 362.08SW 360.89
SW 360.81
8 .0 %
1.
5
%
7 .8 %1.0%
1
.
5
%
1.0%
1.
5
%
1.5%
1
.
5
%
4 .2 %
4 .2 %
2
.
5
%
T
C
3
6
1
.
8
7
STA = 32+42.15
ELEV = 361.85
2.
5
%
T
C
3
6
1
.
8
7
36
0
.
7
4
STA = 31+96.33
ELEV = 359.91
3
6
2
.
6
8
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
1/
4
36
0
.
6
4
CURB RETURN TABLE
CURVE
C9
C10
C11
C12
LENGTH
40.48'
32.28'
11.05'
16.31'
RADIUS
25.00'
25.00'
20.00'
25.02'
DELTA
92°46'13"
73°59'23"
31°38'52"
37°20'41"
CHORD
36.20'
30.09'
10.91'
16.02'
BEARING
S25°34'20"E
N57°48'28"E
S70°22'37"E
S71°46'27"E
START STATION END STATION
32+07.54, 18.00' R (PERTH)
32+85.89, 17.76' R (PERTH)
1+46.37, 10.26' R (162ND)
1+39.84, 14.00' L (162ND)
32+82.12, 18.00' R (PERTH)
32+91.92, 21.15' R (PERTH)
32+91.92, 21.15' R (PERTH)
33+06.23, 26.00' R (PERTH)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
4
J
u
n
1
3
,
2
0
2
5
-
2
:
2
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100CURB RETURNS - SW HAWK RIDGE RD & SW 162ND AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR4
3+
0
0
4+00
50
47
5146
45
PT
35
3
.
5
4
TC
35
3
.
4
0
PC 353.83
GUT 353.44
GUT 353.49
2.5%2.5%
1.
2
%
1.
2
%
2.5%2.5%
2.5%2.5%
1.0%
1.0%
2.
5
%
2.
5
%
2.
5
%
2.
5
%
0.6%
0.
6
%
1.
0
%
1.
0
%
TC 354.05
TC 353.88
STA = 2+77.81
ELEV = 354.19
STA = 3+02.81
ELEV = 353.89
STA = 3+07.81
ELEV = 353.84
STA = 3+69.07
ELEV = 353.20 STA = 3+94.07
ELEV = 352.93
1/4
353.7
6
1/2
353
.
6
8
3/
4
35
3
.
6
1
C13
SW 354.23
SW 354.30
SW 353.86SW 353.92
SW 353.87
SW 353.81
SW 353.96
SW 354.03
SW 354.23 SW 354.30
SW 353.45
SW 353.38
GUT 353.49 SW 353.74
SW 353.80
SW 353.75
C14
SW 353.69GUT 353.44
1.
4
%
1.5%
1.
5
%
7.4%
1.2%
0.
9
%
1.2%
7.5%
1
.
5
%
0.
9
%
2.
5
%
1.5%
2.
5
%
3.
3
%
1.5%
3.
4
%
5.0%
1.1%
1.
0
%
1.1%
5.0%1.5
%1.
0
%
1
.
3
%
1.
5
%
1
.
0
%
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
TC
??
?
TC
??
?
TC
35
3
.
4
0
TC ???
TC???
TC354.05
35
3
.
0
4
35
3
.
3
0
35
3
.
1
4
354.30
354.30
CURB RETURN TABLE
CURVE
C13
C14
LENGTH
48.69'
39.27'
RADIUS
31.00'
25.00'
DELTA
90°00'00"
90°00'00"
CHORD
43.84'
35.36'
BEARING
S45°26'59"E
S45°26'59"E
START STATION END STATION
3+20.58, 16.97' R (162ND HAWK RIDGE)3+52.62, 14.71' R (162ND HAWK RIDGE)
3+69.07, 14.00' L (162ND AVE HAWK RIDGE)3+07.81, 14.00' L (162ND AVE HAWK RIDGE)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
5
J
u
n
1
3
,
2
0
2
5
-
2
:
2
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW PERTH RD & SW 164TH AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR5
1.
2
%
SW 354.18
9+00 9+67
6665
TC
35
3
.
7
2
PT
35
4
.
3
3
3
/
4
3
5
5
.
1
4
1
/
2
3
5
5
.
9
5
1/4
356.
7
5
PC 357.56
TC 359.94
TC 357.73
STA = 9+45.62
ELEV = 353.46
ELEV = 353.64
STA = 9+10.07
ELEV = 353.20
STA = 8+85.07
ELEV = 352.82
10+00
11
+
0
0
STA = 10+77.89
ELEV = 359.93
STA = 10+52.89
ELEV = 357.56
7.
7
%
4.
5
%
2.
9
%
2.5%
2.5%
STA = 10+27.00
ELEV = 355.12
8.
5
%
2.5%
C15
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
SEE CURB TAPER
DETAIL, SHEET D2.02
SEE CURB TAPER
DETAIL, SHEET D2.02
CROSSWALK CLOSED
SIGN, SEE SHEET SS1
FOR MORE INFORMATION
1 5 .3 %
1.5%
1 2 .0 %
7.
5
%
1.
2
%
0.9%
2.
7
%
0.9%
1.5
%2.1%
1.
5
%
2.2%
1.5%
SW 354.13
SW 354.19 SW 354.24
SW 357.71
SW 357.64
SW 353.88
SW 353.81
GUT 353.76
GUT 353.83
9.
5
%
2.3%
22.78'
STA = 9+05.07
ELEV = 353.13
4.
5
%
3.4%
TIE-IN TO EX
EP = 351.80 TIE-IN TO EX
EP = 352.05
EP 353.17
1.0%
4.
5
%
TC
??
?
35
3
.
2
4
2.5%
TC???355.43
2.5%
TC???357.86
2.5%
9.
4
%
TC???354.39
1
3
.
8
%
1
4
.
0
%
4
.
3
%
0.2%0.2%
18
.
0
%
9.
7
%
2.3%1.7%
2.5%
TC 353.22
GUT 353.16
TC/SW 353.15
GUT 353.09
TC 353.54
GUT 353.04
SW/EP 352.94
SW/EP 352.96
SW/EP 352.93
TC/SW 353.18
GUT 353.12
TC 353.61
GUT 277.34
STA = 10+05.39
ELEV = 353.36
7.
7
%
4.00'
GUT 353.11
5
.
3
%
CURB RETURN TABLE
CURVE
C15
LENGTH
39.27'
RADIUS
25.00'
DELTA
90°00'00"
CHORD
35.36'
BEARING
N44°33'01"E
START STATION END STATION
9+14.20, 13.97' L (HAWK RIDGE)10+52.89, 18.00' L (161ST)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
6
J
u
n
1
3
,
2
0
2
5
-
2
:
2
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW PERTH RD & SW 164TH AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR6
38+1737+00 38+00
8283
69 6768
12
+
0
0
13
+
0
0
C18
C19
1.8%
1.
5
%
1.9%
0.
5
%
1.
2
%
0.9%1.
2
%
0.
7
%
0.9%
1
.
5
%
6
.
0
%
7
.
5
%
3.9%1.2%
0.
9
%
1.2%7.5%
0.
9
%
1
.
5
%
4.
2
%
1.5%
4.
3
%
1 2 .5 %
1.5%
1 5 .8 %
1.5
%
0.9%
7.
5
%
1.
2
%
0.9%
1.
2
%
7.
0
%
0.9%1.
5
%
0.8%
1.5%
0.5%
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
GUT 371.16 GUT 371.23
GUT 369.78
GUT 369.75
GUT 367.38
GUT 367.15
SW 371.58
SW 376.48
SW 371.59
SW 371.64
SW 371.53SW 371.40
SW 371.48
SW 369.88 SW 369.93
SW 369.87SW 369.82
SW 370.25
SW 370.32
SW 367.57
SW 367.63
SW 367.53
SW 367.59
SW 366.96 SW 366.88
4.
5
%
2.
5
%
2.
5
%
0.5%
2.
5
%
0.5%
2.
5
%
1.8%
4.
5
%
4.
5
%
2.5%
2.5%
8.
7
%
2.5%
4.
5
%
2.5%
4.
9
%
2.5%
2.5%
2.5%
4.
5
%
1.5%
2.
5
%
0.5%
1
/
2
3
7
0
.
1
7
P
R
C
3
7
0
.
1
9
1
/
2
3
7
0
.
2
2
PT
37
0
.
2
6
PC
37
0
.
2
8
1/
4
36
9
.
7
4
1/2
369
.
1
9
3/4
368.6
5
PT 368.11
PC
37
0
.
1
5
TC 366.95
STA = 36+89.41
ELEV = 370.12
STA = 37+13.71
ELEV = 370.24
STA = 37+14.41
ELEV = 370.24
STA = 37+38.71
ELEV = 370.36
STA = 37+40.40
ELEV = 370.37
STA = 37+63.71
ELEV = 370.50
STA = 37+68.71
ELEV = 370.57 ELEV = 371.46
STA = 13+18.89
ELEV = 378.57
STA = 12+93.89
ELEV = 376.33
STA = 11+97.89
ELEV = 368.07
STA = 11+89.89
ELEV = 367.71
STA = 11+84.89
ELEV = 367.49
STA = 11+72.89
ELEV = 366.95
STA = 11+47.89
ELEV = 365.72
SW 376.41
2.5%
STA = 12+97.95
ELEV = 376.73
TC 378.58
TC 376.73
PC 376.34
1/4
375.
1
8
1
/
2
3
7
4
.
0
3
3
/
4
3
7
2
.
8
9
PT
37
1
.
7
3
2.
5
%
STA = 37+43.71
ELEV = 370.39
TC
37
1
.
2
2
C16
C17
30.62'
TC 370.19365.72
TC
36
9
.
5
7
36
9
.
9
2
TC
??
?
TC
??
?
37
1
.
3
1
37
1
.
1
9
RAMP TO BE BUILT WITH FUTURE
DEVELOPMENT. CROSSWALK CLOSED SIGN,
SEE SHEET SS1 FOR MORE INFORMATION
TC
36
9
.
5
7
37
0
.
0
5
4.
0
%
4.
3
%
CURB RETURN TABLE
CURVE
C16
C17
C18
C19
LENGTH
12.87'
12.87'
47.12'
47.12'
RADIUS
20.00'
20.12'
30.00'
30.00'
DELTA
36°52'12"
36°38'46"
90°00'00"
90°00'00"
CHORD
12.65'
12.65'
42.43'
42.43'
BEARING
S71°06'55"W
S71°06'55"W
N45°26'59"W
N44°33'01"E
START STATION END STATION
37+68.71, 18.00' L (PERTH)
37+68.71, 18.00' R (PERTH)
11+97.89, 18.00' L (161ST)
12+93.89, 18.00' L (161ST)
37+40.40, 26.00' R (PERTH)
37+52.40, 22.00' R (PERTH)
37+52.40, 22.00' R (PERTH)
37+64.40, 18.00' R (PERTH)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
7
J
u
n
1
3
,
2
0
2
5
-
2
:
2
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW PERTH RD & SW 161ST AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR7
10+0011+00
88 89
8283
14
+
0
0
C20
C21
1.5%
0.
5
%
0.
7
%
1.2%
0.
7
%
0.
7
%
5
.
3
%
7
.
4
%
4.0%
1.2%
0.
9
%
1.2%
7.5%0.
9
%
1
.
5
%
2 0 .7 %
1.5%
1 4 .3 %
7.
5
%
1.
2
%
1.1 %
1.
2
%
6.
9
%
0.4%1.
5
%
0.5%
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
STA = 13+54.44
ELEV = 380.82
STA = 13+30.50
ELEV = 379.44
STA = 10+93.00
ELEV = 383.85
STA = 10+68.00
ELEV = 382.96
STA = 10+48.25
ELEV = 382.74
STA = 10+43.01
ELEV = 382.76
ELEV = 383.53
STA = 14+83.50
ELEV = 393.70
STA = 14+58.50
ELEV = 390.27
STA = 14+33.50
ELEV = 387.29
6.
5
%
2.0%
2.5%
0.8%2.3%3.6%
2.4%0.4%
11
.
9
%
13
.
7
%
2.5%
2.5%
2.5%
5.
0
%
2.
6
%
0.
1
%
2.
5
%
2.
5
%
4.
5
%
5.
0
%
4.
5
%
1.5 %
SW 382.11SW 382.92
SW 382.85
SW 379.79
SW 379.86
SW 382.07
SW 382.04
SW 382.01
SW 380.60
SW 380.66
SW 380.62 SW 380.56
5.
1
%
1.5%
5.
0
%
5.4%1.
5
%
5.2%
SW 383.73
SW 383.81
SW 383.67
SW 383.73
SW 383.79
SW 383.72
SW 387.44
SW 387.37
STA = 13+49.44
ELEV = 380.59
2.0%
STA = 13+55.50
ELEV = 380.86
2.1%
TC 379.44
PT 380.93
3/4
381.3
8
1/2
381
.
8
3
1/
4
38
2
.
2
8
PC
38
2
.
5
5
TC
38
2
.
5
9
TC
38
3
.
0
5
TC
38
3
.
6
9
PT
38
3
.
8
0
3
/
4
3
8
4
.
2
9
1
/
2
3
8
5
.
2
9
1/4
386
.
2
9
PC 387.29
TC 390.27
GUT 382.05 GUT 381.97
GUT 380.40
GUT 380.18
GUT 383.30 GUT 383.37
1.1%
1.5
%
18.74'
15.00'
TC
??
?
TC
??
?
TC ???393.71
38
4
.
2
9
38
3
.
9
7
17.67'
RAMP TO BE BUILT WITH FUTURE
DEVELOPMENT. CROSSWALK CLOSED SIGN,
SEE SHEET SS1 FOR MORE INFORMATION
1.5%
1.3%
CURB RETURN TABLE
CURVE
C20
C21
LENGTH
39.27'
39.27'
RADIUS
25.00'
25.00'
DELTA
90°00'00"
90°00'00"
CHORD
35.36'
35.36'
BEARING
N45°26'59"W
N44°33'01"E
START STATION END STATION
10+43.00, 14.00' L (BLACKSTONE)
10+43.00, 14.00' R (BLACKSTONE)
14+33.50, 18.00' L (161ST)
13+55.50, 18.00' L (161ST)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
8
J
u
n
1
3
,
2
0
2
5
-
2
:
2
5
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW BLACKSTONE LN & SW 161ST AVE
SCALE: 1" = 10'
CR8
5+00 5+93
9091
969595
16
+
0
0
17
+
0
0
C22
C23
8
.
8
%
1.5%
1
2
.
6
%
0.8%
1.5%
0.
8
%
1.
2
%
0.7%
1.
2
%
0.
5
%
5.0%
1.
5
%
5.1%
0.7%1.
5
%
0.7%
7.
5
%
1.
2
%
1.2 %
1.
2
%
6.
9
%
5 .7 %8 .0 %
1
.
3
%
1.
3
%
0.0%0.4%
1.
3
%
0.4%
2.9%
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
2.5%
3.0%
5.0%
8.
5
%
7.
0
%
0.4%3.6%
3.6%2.0%
12
.
4
%
2.5%
2.5%
5.
0
%
2.
5
%
2.
5
%
2.
5
%
2.
5
%
5.
0
%
SW 413.94
SW 413.87
SW 413.85
SW 412.31
SW 412.37
SW 412.43
SW 412.37
SW 412.20
SW 412.27
SW 411.31
SW 411.39
SW 408.28
SW 408.35
SW 410.56
SW 410.62
SW 410.59
SW 410.52
GUT 412.01GUT 411.94
GUT 413.92
GUT 413.71
GUT 410.50GUT 410.52
1.5 %
0.5%
4.
2
%
1.5
%
1.1%
SW 415.63 SW 415.56
11
.
3
%
1.5%
10
.
9
%
SW 413.92
TC 415.87
PC 414.20
1/4
413.
7
1
1
/
2
4
1
3
.
2
2
3
/
4
4
1
2
.
7
2
PC
41
2
.
4
4
TC
41
2
.
1
6
TC
41
1
.
5
3
PC
41
1
.
0
2
1/
4
41
0
.
6
5
1/2
409
.
8
3
3/4
409.0
2
PT 408.20
TC 405.10
STA = 5+00.33
ELEV = 412.32
STA = 5+25.33
ELEV = 411.43
STA = 5+50.33
ELEV = 411.23
ELEV = 412.00
5.0%
STA = 15+60.50
ELEV = 405.09
STA = 15+85.50
ELEV = 408.20
STA = 16+63.50
ELEV = 414.54
STA = 16+68.71
ELEV = 414.78
STA = 16+88.50
ELEV = 415.95
STA = 17+13.50
ELEV = 417.85
TC
??
?
TC
??
?
TC ???417.83
41
3
.
0
5
41
2
.
4
3
15.00'
17.67'
RAMP TO BE BUILT WITH FUTURE
DEVELOPMENT. CROSSWALK CLOSED SIGN,
SEE SHEET SS1 FOR MORE INFORMATION
2.7%
STA = 16+93.50
ELEV = 416.30
TC ???416.27
CURB RETURN TABLE
CURVE
C22
C23
LENGTH
39.27'
39.27'
RADIUS
25.00'
25.00'
DELTA
90°00'00"
90°00'00"
CHORD
35.36'
35.36'
BEARING
N45°26'59"W
S44°33'01"W
START STATION END STATION
5+50.33, 14.00' L (ROSLYN)
5+50.33, 14.00' R (ROSLYN)15+85.50, 18.00' L (161ST)
16+63.50, 18.00' L (161ST)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
9
J
u
n
1
3
,
2
0
2
5
-
2
:
2
5
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW ROSLYN LN & SW 161ST AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR9
08/12/24 CURB RETURN3
96
C24
TC 416.26
PC 423.68
PT 424.44
TC
426.6
5
TC 421.32
TC 418.96
1/2 424.06
2.4%
8
.
4
%
1.2%
9.
5
%
9.
5
%
9.
4
%
2.6%
SW 415.63 SW 415.56
STA = 16+88.18
ELEV = 415.93
STA = 17+71.25
ELEV = 423.83
STA = 17+96.26
ELEV = 426.65
97 CURB RETURN TABLE
CURVE
C24
LENGTH
8.46'
RADIUS
28.00'
DELTA
17°18'30"
CHORD
8.43'
BEARING
N09°06'14"W
START STATION END STATION
17+71.25, 18.00' R (161ST)17+63.40, 16.85' R (161ST)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
1
0
J
u
n
1
3
,
2
0
2
5
-
2
:
2
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW 161ST AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR10
23+50
23+00
TRACT H
1
9
+
0
0
1.9%
1.
5
%
2.6%
1.
5
%
2.6%
FUTURE SW
434.53
FUTURE SW
434.46
FUTURE SW
434.12
FUTURE SW
434.19
1.9%
2.5%
2.5%
4
.
9
%
4
.
9
%
4
.
5
%
2.5%
C25
C26
4.9
%
1.5%
6.4
%
1.
5
%
1.
2
%
0.9%
1.
2
%
1.
0
%
0.9%
1
.
5
%
1.8%
2.6%
1.9%
0.9%
1.5
%
7
.
5
%
1
.
2
%
1.0%
1
.
2
%
7
.
0
%
4 .8 %7 .2 %
0.
9
%
1
.
5
%
4.6%
1.2%
0.
9
%
1.2%
1.0%
10
.
4
%
1
0
.
4
%
1.5%
9
.
5
%
9.
5
%
4
.
3
%
1.5%
4
.
4
%
4.0%
1.2%
0
.
9
%
1.2%
7.5%
0
.
9
%
1.5
%
7
.
1
%
1.5%
7
.
2
%
SW 435.98
SW 437.38
SW 437.30
SW 436.04
SW 435.71
SW 435.77
SW 435.82
SW 435.76
SW 434.87
SW 434.93
SW 434.97
SW 434.91
SW 434.89
SW 434.81
SW 436.90
SW 437.54
SW 437.62
SW 436.96
SW 436.91
SW 436.86
SW 435.79
SW 435.87
SW 432.74
SW 432.81
SW 433.85
SW 433.91
SW 433.95
SW 433.89
SW 434.01
SW 434.08
1.9%
4
.
5
%
4 .6 %
1 .5 %
1.5%
GUT 436.70
GUT 436.48
GUT 433.84
GUT 433.77
GUT 434.49
GUT 434.56
GUT 435.71
GUT 435.48
1.
5
%
5.0%
0.8%
2.
5
%
2.
5
%
0.
0
%
2.3%
2.
5
%
2.
5
%
2.
5
%
2.5%
2.5%
9
.
8
%
5.
8
%
2.
5
%
1.1%
1.3%
CROSSWALK CLOSED SIGN, SEE
SHEET SS1 FOR MORE INFORMATION
STA = 19+47.21
ELEV = 438.01
STA = 19+45.29
ELEV = 437.92
STA = 19+22.21
ELEV = 436.89
STA = 19+18.53
ELEV = 436.72
STA = 19+13.18
ELEV = 436.48
STA = 18+86.41
ELEV = 435.14
ELEV = 434.61
STA = 18+52.78
ELEV = 432.66
STA = 18+27.78
ELEV = 430.20
STA = 22+49.61
ELEV = 434.41
STA = 22+62.66
ELEV = 434.03
STA = 22+74.62
ELEV = 433.85
STA = 22+87.68
ELEV = 433.83
STA = 22+99.62
ELEV = 433.97
STA = 23+12.68
ELEV = 434.16
STA = 23+17.68
ELEV = 434.24
PT
432.66
3/4
433
.
0
8
1/2
433
.
5
0
1/
4
43
3
.
9
2
PC
43
4
.
3
4
TC
??
?
TC
430.20
PT
43
4
.
8
4
3
/
4
4
3
5
.
1
2
1/
2
43
5
.
6
0
1/4
435.9
9
TC 438.43
TC
43
4
.
7
8
STA = 22+85.82
ELEV = 433.82
PC
43
4
.
4
3
TC???
TC???435.14
TRACT H
TC
??
?
TC
??
?
43
4
.
5
2
43
4
.
1
5
43
3
.
9
3
15.00'
17.65'
1.
5
%
PRC 436.48
1.
1
%
TC
(
L
P
)
??
?
43
3
.
9
2
1.1%
STA = 22+82.33
ELEV = 433.81
TC
43
4
.
2
6
TC
(
L
P
)
??
?
43
4
.
2
6
STA = 22+73.26
ELEV = 433.86
CURB RETURN TABLE
CURVE
C25
C26
LENGTH
30.43'
37.75'
RADIUS
25.00'
25.00'
DELTA
69°43'48"
86°31'01"
CHORD
28.58'
34.26'
BEARING
N64°15'03"W
N28°20'55"E
START STATION END STATION
23+03.67, 14.33' L (BLACKSTONE)
23+12.68, 14.00' R (BLACKSTONE)
19+22.20, 17.98' L (161ST)
18+52.78, 18.00' L (161ST)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
1
1
J
u
n
1
3
,
2
0
2
5
-
2
:
2
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW MAYBELLE LN & SW 161ST AVE
SCALE: 1" = 10'CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR11
20
+
0
0
4
.
9
%
C28
C27
1.5%
1.5%
SW 437.38
SW 437.30
SW 437.54
SW 437.62
3.1%
5
.
8
%
STA = 19+40.97
ELEV = 437.73
STA = 19+42.35
ELEV = 437.79
STA = 19+64.68
ELEV = 438.80
STA = 19+74.45
ELEV = 439.24
STA = 19+94.55
ELEV = 440.14
2.5%
2.5%
2.5%
2.5%
4.
4
%
4
.
9
%
4
.
9
%
5.
1
%
1.9%
STA = 19+94.13
ELEV = 440.12
5
.
7
%
4
.
7
%
3 .8 %
4 .2 %
5.
1
%
1.7%
5.
3
%
4 .5 %
3 .4 %
4
.
7
%
5
.
6
%
4
.
8
%
3.4%
5
.
0
%
SW 437.71
SW 438.52
SW 439.18
SW 439.71
EX SW 440.27
EX SW 440.36
SW 439.77
SW 439.25
SW 438.60
SW 437.78
EX SW 440.18 EX SW 440.35
PCC 437.63
PC 439.18
TC 439.72
TC 439.44
4.
5
%
TC 438.68
4
.
9
%
STA = 19+56.43
ELEV = 438.43
2.5%
TRACT H
158
STA = 19+83.89
ELEV = 439.66
2.5%439.71
439.28
438.44
STA = 19+71.87
ELEV = 439.12
3 .7 %
CURB RETURN TABLE
CURVE
C27
C28
LENGTH
35.65'
28.15'
RADIUS
185.00'
150.00'
DELTA
11°02'29"
10°45'06"
CHORD
35.60'
28.11'
BEARING
S05°28'43"E
N05°20'02"W
START STATION END STATION
19+40.97, 17.97' L (161ST)19+74.45, 16.70' L (161ST)
19+64.68, 17.18' R (161ST)19+94.42, 16.02' R (161ST)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
C
R
1
-
1
2
)
C
U
R
B
R
E
T
U
R
N
S
.
d
w
g
-
S
H
E
E
T
:
C
R
1
2
J
u
n
1
3
,
2
0
2
5
-
2
:
2
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
KEY MAP
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS - SW 161ST AVE
SCALE: 1" = 10'
CURB RETURNS
RIVER TERRACE
PARK
PHASE 2
CR12
1.5%
SW 350.381.5%
1.2%
SW 350.45
SW 350.40
SW 350.61
SW 350.54
1.
2
%
1.5%
1.
0
%
TS 354.47 BS 350.47
BS 350.46
1.5%
1.2%
1.0%
SW 354.541.2%
0.
6
%
1.2%
0.
6
%
1
.
3
%
TC 356.92
SW 356.86
SW 356.89
TC 356.95
4.0%
4.0%
3+611+00 2+00 3+00
AA
1.2%0.
5
%
1.5%0.
5
%
1.1
%
SW 350.46
4+
0
0
SW 354.52
-2
.
2
%
2.
1
%
1.5%
2.
5
%
SW 368.13 SW 368.21
SW 367.70
SW 367.81 SW 367.83
SW 367.77
2.
2
%
0.5%
1.
2
%
1.5%
1.2%
0.
6
%
1.2%
0.
6
%
1
.
3
%
TC 357.72
SW 357.78
SW 357.75
TC 357.69
3.7%
3.6%
1
.
0
%
1.0%
0.
5
%
1.4%
BS 359.25
SW 359.20
SW 359.18
BS 359.25
5.0%
TS 367.25
TS 367.25
SW 367.33
SW 367.30
1.5%
0.
5
%
1.0%
1
.
1
%
1
.
2
%
1.0%
0.
7
%
0.5%
SW 367.79
SW 367.75
35
0
35
0
35
5
36
0
36
5
35
1
35
2
35
3
35
4
35
6
35
7
35
8
35
9
36
1
36
2
36
3
36
4
36
6
367 36
7
36
7
36
8
3
6
8
35
0
35
0
3
5
0
35
5
36
0
36
5
35
1
35
2
35
3
35
4
35
6
35
7
35
7
35
7
358
35
9
36
1
36
2
36
3
36
4
36
6
36
7
368
36
8
368
SW
P
E
R
T
H
R
D
AL
L
E
Y
A
SW
H
A
W
K
R
I
D
G
E
R
D
8 RISERS
TS 354.47
16 RISERS
5.0%/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFH/DEHO FRQWDLQV EURNHQ UHIHUHQFHKEY MAP
348
350
360
370
380
348
350
360
370
380
1+00 2+00 3+00 3+65
1.2%
4.0%
2:1 SLOPE
ON STAIRS
1.2%
2:1 SLOPE
ON STAIRS
WALKWAYLANDING STAIRS SW HAWK RIDGE RDALLEY A LANDING LANDINGLANDINGLANDINGLANDINGLANDINGSTAIRSWALKWAYWALKWAYSW PERTH RD
EXISTING GRADE
1.2%
1.2%5.0%
1.2%
1.2%3.7%0.8%
5.00'5.00'5.00'5.00'5.00'6.00'5.00'
SCALE
1 INCH = 10 FEET
010 5 100
FINE GRADING
RIVER TERRACE
PARK
PHASE 2
FG1
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
F
I
N
E
G
R
A
D
I
N
G
.
d
w
g
-
S
H
E
E
T
:
F
G
1
J
u
n
1
3
,
2
0
2
5
-
2
:
2
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SECTION A-A
HORIZ SCALE: 1" = 10', VERT SCALE: 1" = 2'
D2.01
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
2
.
0
1
)
S
T
R
E
E
T
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
2
.
0
1
J
u
n
1
3
,
2
0
2
5
-
2
:
2
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STREET DETAILS
RIVER TERRACE
PARK
PHASE 2
18"
12"6"1"
FA
C
E
O
F
C
U
R
B
3-
1
/
8
"
5-
7
/
8
"
9"
M
I
N
.
3"R=1"
R=1/2"
R=3/4"
6"
1 1/2"
12"
18"
FA
C
E
O
F
C
U
R
B
6"
1 1/2"
3"
9"
M
I
N
.
R=3/4"
6"
1"
6-
1
/
2
"
R=3/4"
2/
1
/
4
"
3/4"
1/8"
R=1/4"
3/4"
1/2"
2-
1
/
4
"
R=3/4"
R=1/4"
2-
1
/
2
"
COMPACTED
CRUSHED ROCK4"
MI
N
.
4"
MI
N
.
MOUNTABLE CURB TYPE 'A'
MOUNTABLE CURB TYPE 'B'
CRUSHED ROCK
COMPACTED
MOUNTABLE CURB & GUTTER DETAIL
NOT TO SCALE
R=1"
R=1/2"
PRIVATE STREET / ALLEY
FACE OF CURB
STREET WIDTH
3) AT EACH SIDE OF INLET STRUCTURES.
REPOURED TO FULL DEPTH OF CURB.
OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND
B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED
A. 3" I.D. PLASTIC PIPE WITH COUPLING.
5. DRAINAGE BLOCKOUT
DEPTH, WHICHEVER IS GREATER.
T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN
4. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO 95% OF AASHTO
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES.
A. SPACING TO BE NOT MORE THAN 15 FEET.
3. CONSTRUCTION JOINTS.
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET.
4) AT EACH POINT OF TANGENCY OF THE CURB.
2) AT EACH END OF DRIVEWAYS.
1) AT EACH COLD JOINT.
A. TO BE PROVIDED:
2. EXPANSION JOINTS.
STRENGTH OF 3300 psi AT 28 DAYS.
1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE
12"
6"
12" MAX
6"
1"
BASE COURSE
ROAD SURFACE
1"6"
24"
SEE NOTE 5.
ADVERSE CURB & GUTTER DETAIL
NOT TO SCALE
BATTER
1"
1" R
PT
3/4Δ
1/2Δ
1/4Δ
(HIGH SIDE)
(LOW SIDE)
2% MAX.
2% M
A
X
.
LANDING
5' X 5' MIN.
5%
2%
8
.
3
%
M
A
X
8.3%
MAX
SEE PLANS FOR SIDEWALK WIDTH
(REFER TO DETAIL BY JURISDICTION)
CONCRETE PEDESTRIAN
CURB (TYP.)
OPTIONAL PARALLEL RAMP
AS NEEDED
PC
PEDESTRIAN
CROSSWALK
LANDING
5' X 5' MIN.
2
%
M
A
X
.
2
%
M
A
X
.
PEDESTRIAN
CROSSWALK
2'
STANDARD CURB
6" EXP.
EXPANSION JOINTS
GUTTER LINE
FINISH GRADE
D2.02
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
2
.
0
1
)
S
T
R
E
E
T
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
2
.
0
2
J
u
n
1
3
,
2
0
2
5
-
2
:
2
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STREET DETAILS
(2)
RIVER TERRACE
PARK
PHASE 2
&85% 5AMP
NOT TO SCALE
CURB TAPER DETAIL
NTS
D2.03
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
2
.
0
1
)
S
T
R
E
E
T
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
2
.
0
3
J
u
n
1
3
,
2
0
2
5
-
2
:
2
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STREET DETAILS
(3)
RIVER TERRACE
PARK
PHASE 2
D2.04
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
2
.
0
1
)
S
T
R
E
E
T
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
2
.
0
4
J
u
n
1
3
,
2
0
2
5
-
2
:
2
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STREET DETAILS
(4)
RIVER TERRACE
PARK
PHASE 2
SS
SS
71
2
71
2
W
W
W
W
S
S
SS
SS
SD
SD
SD
S
W
P
E
R
T
H
R
D
1C
39
SDL
N
-
3
PHASE BOUNDARY
SDCI
3A.1
SDMH
3A SDCI
1C.1
2
8
+
0
0
29
+
0
0
2+00
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SW SWALLO
W
T
E
R
SD
L
N
-
1
SDMH
1C
INLET SEE
SHEET 315
3A
SD
SDLN
-
1
1E
SDMH
1B
1D
SDMH
1A
1+
0
0
290
300
310
320
330
340
350
290
300
310
320
330
340
350
0+501+002+002+75
12"SD/24"SD
2.35' CLR
CLASS 'B' GRANULAR BACKFILL & BEDDING
8.51 LF
12" (PVC)
@ S=0.0030
19.86 LF
30" (PVC)
@ S=0.0020
FINISH GRADE @
PIPE CENTERLINE
STORM LINE,
TYP.
SD
M
H
1
A
W
Q
M
A
N
H
O
L
E
12
"
I
E
I
N
=
3
2
4
.
2
9
(
N
)
12
"
I
E
O
U
T
=
3
2
4
.
0
9
(
S
)
ST
A
=
1
+
9
1
.
7
6
(
S
D
L
N
-
1
)
RI
M
=
3
3
6
.
0
8
SU
M
P
3
2
1
.
0
9
SD
M
H
1
B
F
L
O
W
S
P
L
I
T
T
E
R
30
"
I
E
I
N
=
3
2
4
.
4
3
(
N
W
)
12
"
I
E
O
U
T
=
3
2
4
.
3
2
(
S
)
30
"
I
E
O
U
T
=
3
2
5
.
0
3
(
E
)
ST
A
=
2
+
0
0
.
2
7
(
S
D
L
N
-
1
)
RI
M
=
3
3
5
.
6
3
SD
M
H
1
C
ST
A
=
2
8
+
5
8
.
2
3
,
5
.
6
0
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
2
7
.
1
0
(
E
)
12
"
I
E
I
N
=
3
2
5
.
9
7
(
N
W
)
10
"
I
E
I
N
=
3
2
6
.
1
3
(
S
W
)
30
"
I
E
O
U
T
=
3
2
4
.
4
7
(
S
E
)
ST
A
=
2
+
2
0
.
1
3
(
S
D
L
N
-
1
)
RI
M
=
3
3
4
.
1
4
16"WT/30"SD
3.16' CLR
OUTFALL PIPE W/ 18"
STEEL SLEEVE
THROUGH WALL
30.66 LF
12" (Ductile Iron)
@ S=0.0030
EXISTING GROUND @
PIPE CENTERLINE
81.19 LF
18" (PVC)
@ S=0.0960
300
310
320
330
340
350
360
370
380
300
310
320
330
340
350
360
370
380
2+50 3+00 4+00 5+00 6+00 7+00 7+75
18"SD/8"SS
0.82' CLR
CLASS 'B' GRANULAR BACKFILL & BEDDING
67.00 LF
18" (PVC)
@ S=0.0164
61.44 LF
12" (PVC)
@ S=0.1387
69.10 LF
18" (PVC)
@ S=0.0036
72.32 LF
18" (PVC)
@ S=0.0288
56.43 LF
18" (PVC)
@ S=0.0277
196.75 LF
12" (PVC)
@ S=0.0059
STORM LATERAL,
TYP.
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
STORM LINE,
TYP.
SANITARY
LINE, TYP.
SEE SHEET 302
FOR STORM
LATERAL DATA
SD
M
H
1
D
ST
A
=
2
9
+
4
1
.
0
5
,
5
.
4
9
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
3
5
.
0
9
(
S
E
)
6"
I
E
I
N
=
3
3
5
.
8
9
(
N
)
18
"
I
E
O
U
T
=
3
3
4
.
8
9
(
W
)
ST
A
=
3
+
0
1
.
3
2
(
S
D
L
N
-
1
)
RI
M
=
3
4
2
.
4
9
SD
M
H
1
E
ST
A
=
3
0
+
0
9
.
2
8
,
5
.
0
6
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
3
6
.
3
9
(
S
E
)
12
"
I
E
I
N
=
3
3
8
.
7
7
(
N
)
12
"
I
E
I
N
=
3
3
6
.
3
9
(
S
)
18
"
I
E
O
U
T
=
3
3
6
.
1
9
(
N
W
)
ST
A
=
3
+
6
8
.
3
2
(
S
D
L
N
-
1
)
RI
M
=
3
4
5
.
9
6
SD
M
H
1
F
ST
A
=
3
0
+
6
6
.
7
4
,
5
.
8
0
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
3
8
.
1
5
(
S
E
)
10
"
I
E
I
N
=
3
3
8
.
8
2
(
S
W
)
18
"
I
E
O
U
T
=
3
3
7
.
9
5
(
N
W
)
ST
A
=
4
+
2
4
.
7
5
(
S
D
L
N
-
1
)
RI
M
=
3
4
8
.
5
6
SD
M
H
1
G
ST
A
=
3
1
+
8
1
.
7
8
,
6
.
1
5
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
4
2
.
0
2
(
E
)
12
"
I
E
I
N
=
3
4
3
.
8
2
(
N
E
)
18
"
I
E
O
U
T
=
3
4
1
.
8
2
(
N
W
)
ST
A
=
5
+
4
1
.
1
9
(
S
D
L
N
-
1
)
RI
M
=
3
5
8
.
7
8
SD
M
H
1
H
ST
A
=
3
2
+
4
9
.
2
8
,
8
.
8
8
'
R
(P
E
R
T
H
)
12
"
I
E
I
N
=
3
4
4
.
2
7
(
E
)
12
"
I
E
I
N
=
3
4
2
.
4
7
(
S
)
18
"
I
E
O
U
T
=
3
4
2
.
2
7
(
W
)
ST
A
=
6
+
1
0
.
3
0
(
S
D
L
N
-
1
)
RI
M
=
3
6
1
.
7
8
SD
M
H
1
I
ST
A
=
3
3
+
0
9
.
4
0
,
4
.
6
1
'
R
(P
E
R
T
H
)
12
"
I
E
I
N
=
3
5
2
.
9
9
(
E
)
10
"
I
E
I
N
=
3
5
2
.
9
9
(
S
)
12
"
I
E
O
U
T
=
3
5
2
.
7
9
(
W
)
ST
A
=
6
+
7
1
.
7
3
(
S
D
L
N
-
1
)
RI
M
=
3
6
3
.
2
0
WATER LINE,
TYP.
OP
E
N
D
R
O
P
OP
E
N
D
R
O
P
OP
E
N
D
R
O
P
81.19 LF
18" (PVC)
@ S=0.0960 44.12 LF
18" (PVC)
@ S=0.0316
18"SD/8"SS
1.35' CLR
SD
M
H
1
S
ST
A
=
3
1
+
3
8
.
4
5
,
0
.
7
9
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
4
0
.
4
3
(
S
E
)
6"
I
E
I
N
=
3
4
1
.
4
3
(
S
)
18
"
I
E
O
U
T
=
3
4
0
.
2
3
(
N
W
)
ST
A
=
4
+
9
7
.
0
8
(
S
D
L
N
-
1
)
RI
M
=
3
5
4
.
9
4
35
2
.
3
5
34
1
.
7
1
33
9
.
2
0
0.1315
712
712
712
712
6
4
4
6
4
4
W
W
W W W
W
W
W
W
SS
SS
SS
SS
SS SS
SS
SS
S
S
S
S
S
S
SS
SS
SS
S
S
S
S
1
+
0
0
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD
S
W
1
6
3
R
D
A
V
E
1
1B
1
1B
1B
3B
SW PE
R
T
H
R
D
8.00'
PUE, TYP.
81
80SW
1
6
2
N
D
A
V
E
40 49
39
SDLN-HIGH FLOW
S
D
L
N
-
4
125 124
TRACT I
144
8.00'
PUE, TYP.
SD
L
N
-
1
0
SDLN-
1
RIVER
T
E
R
R
A
C
E
PARK
F
U
T
U
R
E
PHASE
SDCI
1I.1
SDMH
1HSDMH
1G
SDCI
1F.1
SDMH
1F
SDMH
1E
SDMH
1D
29+00 30+00
31+00
32+00
33+00
2
+
0
0
3+00
4+00
5+00 6+00
7+00
SD
L
N
-
5
2
(TYP)
SDMH
1I
1C
SDMH
1C
I
N
L
E
T
S
E
E
S
H
E
E
T
3
1
5
S
D
2A
145
S C
S
D
L
N
-
1
3
2A
SD
SD
L
N
-
1
6
3C
1
2A
S
D
S
D
2B
SD
SDMH
1B
SDMH
HIGH FLOW
1+00
2
+
0
0
1
SDMH
1A
SDLN-1
SDMH
1S
RIVER TERRACE PARK
FUTURE PHASE
SDCI 1C.1
2+16.74, 22.50' L
(SDLN-1)
RIM/TC = 332.46
10" IE OUT = 327.60
22.75 LF (PVC)
@S=0.0646
SDCI 1F.1
4+24.41, 13.73' R
(SDLN-1)
RIM/TC = 348.24
10" IE OUT = 342.88
13.73 LF (PVC)
@S=0.2962
348.52
0.2214
342.24
STORM LATERAL TABLE
LOT #
WALL 12
WALL 7
WALL 4
80
81
125
STATION
5+03.22 (SDLN-1)
6+17.27 (SDLN-1)
4+35.70 (SDLN-1)
6+81.09 (SDLN-1)
6+44.52 (SDLN-1)
6+58.83 (SDLN-1)
LENGTH
40.18'
46.83'
33.50'
40.35'
39.44'
46.06'
SLOPE
30.04%
29.96%
10.39%
1.00%
1.00%
21.00%
IE AT MAIN
341.13
345.49
338.97
353.30
349.27
351.25
IE AT LOT
353.19
359.52
342.45
353.70
349.66
360.92
DEPTH
5.00'
5.20'
5.00'
11.68'
14.37'
11.13'*
***
SDMH 1C PLAN
18" IN E
IE: 327.10
30" OUT S
IE: 324.47
0.19
4.53
60" SDMH 1C
RIM: 334.14
2.37
12" IN NW
IE: 326.13
330.00
320.00
SDMH 1C ROLLOUT DETAIL
18" IN E
IE: 327.10
30" OUT S
IE: 324.47
12" IN NW
IE: 326.13
0.67'
1.29'
10" IN SW
IE: 327.75
10" IN SW
IE: 327.75
SDCI 1I.1
6+68.68, 22.93' R
(SDLN-1)
RIM/TC = 363.06
10" IE OUT = 357.70
23.14 LF (PVC)
@S=0.2035
45° BEND
IE AT LOT LOCATION
HOUSE
PL PUE
BACK OF
WALL
STORM
MAIN 6" STORM
L
A
T
E
R
A
L
UTILITY
ZONE
12" KEYSTONE WALL
LATERAL 1.00'
BELOW GEOGRID
8.00'1.50'
SW PERTH RD WALL EMBEDDED
4.00' BELOW FG
6.50' GEOGRID
5.00'
INSTALL STEEL CASING
SLEEVE UNDER WALL
AND GEOGRID
295
300
310
320
330
340
350
295
300
310
320
330
340
350
0+50 1+00 2+00 3+00 3+25
SD
M
H
1
B
ST
A
=
2
+
0
0
.
2
7
,
0
.
0
0
'
(S
D
L
N
-
1
)
30
"
I
E
I
N
=
3
2
4
.
4
3
(
N
W
)
12
"
I
E
O
U
T
=
3
2
4
.
3
2
(
S
)
30
"
I
E
O
U
T
=
3
2
5
.
0
3
(
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
H
I
G
H
F
L
O
W
)
RI
M
=
3
3
5
.
6
3
SD
M
H
H
I
G
H
F
L
O
W
ST
A
=
1
+
7
0
.
8
5
,
0
.
0
0
'
(S
D
L
N
-
H
I
G
H
F
L
O
W
)
30
"
I
E
I
N
=
3
2
3
.
3
3
(
W
)
30
"
I
E
O
U
T
=
3
2
3
.
1
3
(
S
)
ST
A
=
1
+
7
0
.
8
5
(
S
D
L
N
-
H
I
G
H
F
L
O
W
)
RI
M
=
3
4
3
.
1
4
26.27 LF
30" (Ductile Iron)
@ S=0.0240
70.85 LF
30" (PVC)
@ S=0.0240
CLASS 'B'
GRANULAR
BACKFILL &
BEDDING
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
STORM LINE,
TYP.
CLASS 'A'
GRANULAR
BACKFILL &
BEDDING
34
2
.
6
2
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
1
)
S
D
L
N
-
1
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
1
J
u
l
0
8
,
2
0
2
5
-
1
:
4
0
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SDLN-1 - PROFILE 1
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-1 - PLAN 1
SCALE: 1" = 40'
301
RIVER TERRACE
PARK
PHASE 2
SDLN-1 PLAN & PROFILE
SCALE
1 INCH = 40 FEET
40 20 4000
KEY MAP
SDLN-1 - PROFILE 2
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-1 - PLAN 2
SCALE: 1" = 40'
INLET DATA:
3A 3B
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL OPEN INSIDE DROP STORM
MANHOLE PER CWS NO. 080, SHEET D3.01.
INSTALL 60" DIA STORM MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 60" WATER QUALITY MANHOLE
WITH 36" SUMP PER CWS NOS. 250 AND 260,
SHEET D3.04 AND D3.05.
INSTALL 60" DIA FLOW SPLITTER STORM
MANHOLE PER CWS DWG NO. 010, SHEET
D3.01. INSTALL ORIFICE PLATE AND GUIDE
PER CWS DWG NO. 711, SHEET D3.05
ORIFICE TO BE 8.5" ON THE 12" IE OUT
PIPE. MATCH INVERT ELEVATION OF ORIFICE
AND PIPE.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. TO CONNECT TO 6" WALL
UNDERDRAIN PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC STORM SEWER LATERAL
@ S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02 AND LATERAL BEND DETAIL,
THIS SHEET. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1
1D
GENERAL NOTES:
SDLN
SEE PLAN
SD
L
N
SE
E
S+
E
E
T
SD
L
N
SE
E
S
+
E
E
T
SDL
N
SEE S+
E
E
T
SDLN
SEE S+EET
S
D
L
N
S
E
E
S
+
E
E
T
*** LATERAL TO SERVE WALL IN FUTURE PHASES
1B
1C
2
2A
1E
3
SDLN
SEE PLAN
3C
LATERAL BEND DETAIL
NOT TO SCALE
2B
* LATERAL TO SERVE FUTURE PHASE LOT
SDLN-HIGH FLOW - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
CONTRACTOR TO ROTATE MANHOLE
FRAME SO LID IS IN PLANTED AREA
CONTRACTOR TO ROTATE MANHOLE
FRAME SO LID IS IN PLANTED AREA
OUTLET SEE
SHEET 315
6+46.6
6+60.9 65.0'
5.6%351.6 12.4'
6
4
4
6
4
4
6
4
4
6
4
4
712
712
W W W W W W W W W W W
W
W
SS SS SS SS SS SS SS SS SS SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD SD SD SD SD SD SD
SD
3A
83
84
85
69 67737271706874757677787980TRACT G
1
1
SW PERTH RD
124
8.00'
PUE, TYP.
8.00'
PUE, TYP.
122123 120121
SW
1
6
1
S
T
A
V
E
SDLN-1
2
(TYP)
82
PHASE
BOUNDARY
SDMH
1L
SDMH
1J
SDCI
1J.1
SDCI
1I.1
33+00 34+00 35+00 36+00 37+00 38+00 38+17
7+00 8+00 9+00 10+00 11+00
1
2
+
0
0
12
+
0
0
13
+
0
0
SDMH
1I
SITE
BOUNDARY
SD SD
1
SDMH
1K
SDCI
1K.1
3B
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
2B 2B 2B 2B 2B 2B
320
330
340
350
360
370
380
390
320
330
340
350
360
370
380
390
7+00 8+00 9+00 10+00 11+00 12+00 12+25
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY
LINE, TYP.
STORM LINE,
TYP.
STORM LATERAL,
TYP.
196.75 LF 12" (PVC)
@ S=0.0059
SD
M
H
1
J
ST
A
=
3
5
+
0
6
.
1
5
,
5
.
1
5
'
R
(P
E
R
T
H
)
12
"
I
E
I
N
=
3
5
4
.
3
5
(
E
)
10
"
I
E
I
N
=
3
5
4
.
3
5
(
S
)
12
"
I
E
O
U
T
=
3
5
4
.
1
5
(
W
)
ST
A
=
8
+
6
8
.
4
8
(
S
D
L
N
-
1
)
RI
M
=
3
6
7
.
4
6
SD
M
H
1
L
ST
A
=
1
2
+
4
0
.
5
0
,
4
.
5
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
3
6
0
.
8
4
(
N
)
12
"
I
E
O
U
T
=
3
6
0
.
6
4
(
W
)
ST
A
=
1
1
+
7
4
.
5
5
(
S
D
L
N
-
1
)
RI
M
=
3
7
0
.
8
8
WATER LINE,
TYP.
183.27 LF 12" (PVC)
@ S=0.0202
SD
M
H
1
K
ST
A
=
3
6
+
8
9
.
4
2
,
5
.
3
0
'
R
(P
E
R
T
H
)
12
"
I
E
I
N
=
3
5
8
.
2
5
(
E
)
10
"
I
E
I
N
=
3
5
8
.
2
5
(
S
)
12
"
I
E
O
U
T
=
3
5
8
.
0
5
(
W
)
ST
A
=
1
0
+
5
1
.
7
6
(
S
D
L
N
-
1
)
RI
M
=
3
6
9
.
9
8
122.79 LF 12" (PVC)
@ S=0.0195
50.6
2
L
F
12"
(
P
V
C
)
@ S=
0
.
1
5
9
5
35
7
.
9
7
35
7
.
7
8
36
1
.
3
0
0.0187
0.0217
0.15
0
5
SDCI 1J.1
8+68.48, 22.27' R
(SDLN-1)
RIM/TC = 367.41
10" IE OUT = 362.05
22.27 LF (PVC)
@S=0.3457
361.52
0.3220
STORM LATERAL TABLE
LOT #
67
68
69
70
71
72
73
74
75
76
77
78
79
82
83
84
85
120
121
122
123
124
STATION
11+20.49 (SDLN-1)
10+92.42 (SDLN-1)
10+41.67 (SDLN-1)
10+09.04 (SDLN-1)
9+81.88 (SDLN-1)
9+59.85 (SDLN-1)
9+26.08 (SDLN-1)
8+62.48 (SDLN-1)
8+27.72 (SDLN-1)
8+11.12 (SDLN-1)
7+57.61 (SDLN-1)
7+46.35 (SDLN-1)
6+91.09 (SDLN-1)
11+17.43 (SDLN-1)
10+78.02 (SDLN-1)
10+23.37 (SDLN-1)
9+65.12 (SDLN-1)
9+35.73 (SDLN-1)
8+58.45 (SDLN-1)
8+00.24 (SDLN-1)
7+78.77 (SDLN-1)
7+05.78 (SDLN-1)
LENGTH
39.65'
39.66'
39.70'
39.74'
39.75'
39.76'
39.80'
39.86'
39.95'
39.98'
40.14'
40.17'
40.33'
44.35'
44.32'
44.28'
46.73'
48.21'
49.61'
47.93'
46.37'
46.15'
SLOPE
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
16.08%
19.57%
20.39%
20.00%
20.00%
20.00%
18.00%
17.00%
16.00%
IE AT MAIN
359.84
359.29
358.10
357.44
356.89
356.45
355.76
354.37
354.16
354.06
353.75
353.68
353.35
359.78
359.01
357.73
356.55
355.96
354.34
354.00
353.87
353.44
IE AT LOT
360.24
359.69
358.50
357.84
357.29
356.84
356.16
354.76
354.56
354.46
354.15
354.08
353.76
366.91
367.69
366.76
365.90
365.60
364.26
362.63
361.75
360.82
DEPTH
12.87'
11.79'
12.77'
11.65'
12.19'
12.64'
13.15'
12.72'
12.92'
12.81'
11.34'
11.40'
11.73'
5.00'
5.00'
5.00'
10.40'
13.30'
15.16'
14.47'
13.01'
11.55'*
*
*
*
*
SDCI 1K.1
10+51.76, 22.20' R
(SDLN-1)
RIM/TC = 369.94
10" IE OUT = 364.58
22.20 LF (PVC)
@S=0.2850
364.24
0.2698
HOUSE
PL PUE
BACK OF
WALL
STORM
MAIN 6" STORM
L
A
T
E
R
A
L
UTILITY
ZONE
LATERAL 1.00'
BELOW GEOGRID
8.00'
1.50'
SW PERTH RD WALL EMBEDDED
4.00' BELOW FG
6.50' GEOGRID
5.00'
INSTALL STEEL CASING
SLEEVE UNDER WALL
AND GEOGRID
SDLN-1 - PROFILE 3
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-1 - PLAN 3
SCALE: 1" = 40'
302
RIVER TERRACE
PARK
PHASE 2
SDLN-1 PLAN & PROFILE
SCALE
1 INCH = 40 FEET
40 20 4000
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
1
)
S
D
L
N
-
1
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
2
J
u
l
0
8
,
2
0
2
5
-
1
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC STORM SEWER LATERAL
@ S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02 AND LATERAL BEND DETAIL,
THIS SHEET. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
GENERAL NOTES:
1
2
3
KEY MAP
SDLN
SEE S+EET
SD
L
N
SE
E
S
+
E
E
T
3B
LATERAL BEND DETAIL
NOT TO SCALE
* LATERAL TO SERVE FUTURE PHASE LOT
2B
42.0'
76.7'
77.3'
71.6'
64.0'
63.9'
62.5'
8+55.5
7+84.5
10+94.4
9+56.7
42.3'
1.4%
10.5%
13.5%
9.3%
13.9%
1.9%
0.7%
4.3%
18.8%
20.1%
357.8
356.8
356.3
355.7
358.8
357.5
361.4 8.1'
362.2 7.3'
360.0 9.5'
361.1 8.2'
354.9 12.5'
355.1 10.4'
367.4 5.3'
366.3 5.5'
64
4
64
4
P
G
E
5
7
7
P
G
E
5
7
7
71
2
71
2
W
W
W
WWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
S
S
S
S
SSSSSSSSSS
SS
SS
SS
SS
S
D
SDSDSD
SD
SD
SD
SD
82
83
89
90
TRACT H
8891
96
95
SW 161ST AVE
SW
B
L
A
C
K
S
T
O
N
E
L
N
SW
R
O
S
L
Y
N
L
N
5A
1111
1
3A
3B
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
5B
5E
5D
PU
E
,
T
Y
P
.
82
SDLN-1
SD
L
N
-
7
SD
L
N
-
8
SITE
BOUNDARY
RIVER TERRACE
PARK FUTURE
PHASE
PHASE BOUNDARY
SDCI
1R.2
SDCI
1R.1
SDMH
1T
SDMH
1R
SDMH
1P
SDMH
1N
SDCB
1M.1
SDMH
1M
SDMH
1LSDCB
1O.1
SDCB
1Q.2
SDCB
1M.2
SDCI
8A.1
SDMH
8A
SDCI
7A.1
SDMH
7A
37
+
0
0
38
+
0
0
38
+
1
7
18+54
1
1
+
0
0
12+0013+0014+0015+0016+0017+00
18+00
13+0014+0015+0016+0017+00
18+00
19+00
SDSDSD
SDMH
1O
1
SDLN
-
1
8.00'
PUE, TYP.
1
S
D
2
(TYP)
SD
SD
1
SDMH
1K
SD
SD
SD
L
N
-
1
4
SD
97
S
C
S C
S
C
SD
L
N
-
1
5
2A
2
(TYP)
SD
5F
SDCB
1Q.1
5C
SDCB
1O.2
SD
SDMH
1Q
1
SDCI
7B.1
SD
330
340
350
360
370
380
390
400
410
420
430
440
330
340
350
360
370
380
390
400
410
420
430
440
11+5012+0013+0014+0015+0016+0017+0018+0019+00
STORM LINE,
TYP.
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
SANITARY
LINE, TYP.
CLASS 'B' GRANULAR BACKFILL & BEDDING
156.
0
3
L
F
1
2
"
(
P
V
C
)
@ S
=
0
.
0
9
6
0
53.21
L
F
12" (
P
V
C
)
@ S=0
.
0
6
7
3
38.00 LF
12" (PVC)
@ S=0.0798
SD
M
H
1
M
ST
A
=
1
2
+
9
1
.
1
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
3
6
9
.
1
2
(
N
)
10
"
I
E
I
N
=
3
6
9
.
1
2
(
N
W
)
10
"
I
E
I
N
=
3
6
9
.
1
2
(
N
E
)
12
"
I
E
O
U
T
=
3
6
8
.
9
2
(
S
)
ST
A
=
1
2
+
2
5
.
1
6
(
S
D
L
N
-
1
)
RI
M
=
3
7
5
.
9
7
SD
M
H
1
N
ST
A
=
1
3
+
9
8
.
5
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
3
7
7
.
4
9
(
N
)
12
"
I
E
I
N
=
3
7
7
.
4
9
(
W
)
12
"
I
E
O
U
T
=
3
7
7
.
2
9
(
S
)
ST
A
=
1
3
+
3
2
.
5
7
(
S
D
L
N
-
1
)
RI
M
=
3
8
3
.
7
9
SD
M
H
1
P
ST
A
=
1
6
+
2
0
.
5
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
4
0
5
.
6
2
(
N
)
12
"
I
E
I
N
=
4
0
5
.
6
2
(
W
)
12
"
I
E
O
U
T
=
4
0
5
.
4
2
(
S
)
ST
A
=
1
5
+
5
4
.
5
7
(
S
D
L
N
-
1
)
RI
M
=
4
1
1
.
5
9
SD
M
H
1
R
ST
A
=
1
7
+
6
2
.
6
4
,
7
.
2
9
'
R
(1
6
1
S
T
)
12
"
I
E
I
N
=
4
1
5
.
4
5
(
N
W
)
12
"
I
E
O
U
T
=
4
1
5
.
2
5
(
S
)
ST
A
=
1
6
+
9
7
.
7
5
(
S
D
L
N
-
1
)
RI
M
=
4
2
2
.
8
6
SD
M
H
1
T
ST
A
=
1
9
+
1
8
.
8
0
,
4
.
4
1
'
R
(1
6
1
S
T
)
10
"
I
E
I
N
=
4
3
0
.
6
2
(
N
E
)
10
"
I
E
I
N
=
4
3
0
.
6
2
(
W
)
12
"
I
E
O
U
T
=
4
3
0
.
4
2
(
S
E
)
ST
A
=
1
8
+
5
3
.
7
9
(
S
D
L
N
-
1
)
RI
M
=
4
3
6
.
6
2
SD
M
H
1
O
ST
A
=
1
4
+
3
6
.
5
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
3
8
0
.
7
3
(
N
)
10
"
I
E
I
N
=
3
8
0
.
7
3
(
E
)
10
"
I
E
I
N
=
3
8
0
.
7
3
(
W
)
12
"
I
E
O
U
T
=
3
8
0
.
5
3
(
S
)
ST
A
=
1
3
+
7
0
.
5
7
(
S
D
L
N
-
1
)
RI
M
=
3
8
7
.
5
5
184.00 LF
12" (PVC)
@ S=0.1342
WATER LINE,
TYP.
8"WT/12"SD
1.48' CLR
50.62 LF
12" (PVC)
@ S=0.1595
SD
M
H
1
L
ST
A
=
1
2
+
4
0
.
5
0
,
4
.
5
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
3
6
0
.
8
4
(
N
)
12
"
I
E
O
U
T
=
3
6
0
.
6
4
(
W
)
ST
A
=
1
1
+
7
4
.
5
5
(
S
D
L
N
-
1
)
RI
M
=
3
7
0
.
8
8
STORM LATERAL,
TYP.
SD
M
H
1
Q
ST
A
=
1
6
+
7
3
.
7
1
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
4
0
9
.
4
0
(
N
)
10
"
I
E
I
N
=
4
0
9
.
4
0
(
W
)
10
"
I
E
I
N
=
4
0
9
.
4
0
(
E
)
12
"
I
E
O
U
T
=
4
0
9
.
2
0
(
S
)
ST
A
=
1
6
+
0
7
.
7
8
(
S
D
L
N
-
1
)
RI
M
=
4
1
4
.
9
1
89.97
L
F
1
2
"
(
P
V
C
)
@ S=0.
0
6
5
0
107.40 LF
12" (PVC)
@ S=0.0761
43
0
.
8
6
43
0
.
4
6
38
0
.
2
1
36
9
.
7
4
36
9
.
7
1
36
1
.
3
0
0.0715
0.0702
0.1505
SDCB 1M.1
12+32.02, 13.50' L
(SDLN-1)
RIM = 376.32
10" IE OUT = 371.02
15.14 LF (PVC)
@S=0.1257 0.0865
SDCB 1M.2
12+34.61, 7.50' R
(SDLN-1)
RIM = 376.86
10" IE OUT = 371.50
12.06 LF (PVC)
@S=0.1978
371.04
0.1078
SDCB 1O.1
13+70.57, 7.50' R
(SDLN-1)
RIM = 387.51
10" IE OUT = 382.16
7.50 LF (PVC)
@S=0.1905
381.87
0.1520
SDCI 1R.1
10+86.28, 663.88' L
(SDLN-1)
RIM/TC = 436.47
10" IE OUT = 432.14
24.51 LF (PVC)
@S=0.0621 0.0685
SDCI 1R.2
11+23.00, 678.26' L
(SDLN-1)
RIM/TC = 437.21
10" IE OUT = 431.86
17.99 LF (PVC)
@S=0.0687 0.0556
SDCB 1Q.2
16+07.78, 13.50' L
(SDLN-1)
RIM = 414.30
10" IE OUT = 409.45
13.50 LF (PVC)
@S=0.0040
STORM LATERAL TABLE
LOT #
WALL 8
97
STATION
13+86.91 (SDLN-1)
17+91.17 (SDLN-1)
LENGTH
34.00'
48.42'
SLOPE
1.00%
10.55%
IE AT MAIN
383.17
424.66
IE AT LOT
383.51
429.77
DEPTH
4.48'
5.00'
SDCB 1Q.1
16+07.78, 7.50' R
(SDLN-1)
RIM = 414.93
10" IE OUT = 409.57
7.50 LF (PVC)
@S=0.0228
SDCB 1O.2
13+70.57, 13.50' L
(SDLN-1)
RIM = 387.21
10" IE OUT = 381.86
13.50 LF (PVC)
@S=0.0836
SDLN-1 - PLAN 4
SCALE: 1" = 40'
303
RIVER TERRACE
PARK
PHASE 2
SDLN-1 PLAN & PROFILE
SCALE
1 INCH = 40 FEET
40 20 4000
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
1
)
S
D
L
N
-
1
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
3
J
u
l
0
8
,
2
0
2
5
-
1
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SDLN-1 - PROFILE 4
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. TO CONNECT TO 6" WALL
UNDERDRAIN PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL INLET CATCH BASIN (CG-2) PER
CWS DWG NO. 300, 310 and 320, SHEET
D3.02. SEE TABLE THIS SHEET FOR INLET
INFORMATION.
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
GENERAL NOTES:
1
2A
KEY MAP
INLET DATA:
3A 3B
5A
5C
5B
5D
SDLN
SEE S+EET
SDLN
SEE S+EET
SDLN
SEE S+EET
3
2
SDLN
SEE S+EET
SDLN
SEE S+EET
5
5E 5F
7.3%428.2 6.6'
W
W
W
W
W
W
WWWWWWWWW
6
4
4
6
4
4
644
644
6
4
4
6
4
4
71
2
SS
SS
SS
SS
SSSSSSSSSSSSSS
SDMH
1C
SD
SDSDSDSDSDSDSD
SD
SD
SD
SDMH
3C
SDCB
3B.1
SDMH
3B
SDMH
11A
SDMH
1A
SDCI
3A.1
SDMH
3A
SW 164TH AVE
S
S
S
S
S
S
C
S S
XS
S
XS
S
XSSXSSXSS
XS
S
XS
S
XS
S
XS
S
XS
S
XSS XSSXSSXSSXSS
24
TRACT C
30
37
39
32 33 34 35 36 38
312928272625
21
22
23
SW
E
V
E
R
T
O
N
S
T
SW SWALLOW TER
SW
P
E
R
T
H
R
D
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
RIVER TERRACE PARK
PREVIOUS PHASE
PHASE BOUNDARY
2
(TYP)SDMH
9A
SDCB
3C.1
SDCB
3C.2
SDMH
9B
SDMH
1B
SDLN-3
SD
L
N
-
9
SDL
N
-
3
SD
L
N
-
1
1+002+003+004+005+005+32
5+50
1+00
2+003+004+005+00
SDCI
1C.1
SDLN-1
S
C
SDLN-2
8.00'
PUE, TYP.
SDCO
2H
SD
S C
6
SDCO
2C
10' PRIVATE SD EASEMENT
TO BENEFIT LOTS 24-31
S C S C S C S C S C
S
C
666666
SDCO
2G
SDCO
2F
SDCO
2E
SDCO
2D
SDCO
2B
SDCO
2A
62B
(TYP)
SD
SD
2E
D
D
D
D
D
D
XSDXSDXSDXSDXSDXSDXSDXSDXSD
XS
D
CONNECT TO EXISTING
STORM LATERAL
SD
L
N
-
2
4+94
1
+
0
0
2
+
0
0
3+004+00
1112
SD
DOUBLE WYE
IE = 318.31
285
290
300
310
320
330
340
350
285
290
300
310
320
330
340
350
0+501+002+003+004+005+005+25
FINISH GRADE @
PIPE CENTERLINE
AFTER HOME
CONSTRUCTION
EXISTING GROUND @
PIPE CENTERLINE
STORM LINE,
TYP.
CLASS 'A' NATIVE BACKFILL & BEDDING
15.00 LF
6" (PVC)
@ S=0.0283
SD
C
O
2
G
6"
I
E
I
N
=
3
3
6
.
7
4
(
N
)
6"
I
E
O
U
T
=
3
3
6
.
7
4
(
S
)
ST
A
=
4
+
7
9
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
4
1
.
8
7
45.00 LF
6" (PVC)
@ S=0.0283
SD
C
O
2
E
6"
I
E
I
N
=
3
3
4
.
2
0
(
N
)
6"
I
E
O
U
T
=
3
3
4
.
2
0
(
S
)
ST
A
=
3
+
8
9
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
3
9
.
6
3
SD
C
O
2
F
6"
I
E
I
N
=
3
3
5
.
4
7
(
N
)
6"
I
E
O
U
T
=
3
3
5
.
4
7
(
S
)
ST
A
=
4
+
3
4
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
4
1
.
4
2
45.00 L
F
6" (PV
C
)
@ S=0.0
5
5
2
SD
C
O
2
D
6"
I
E
I
N
=
3
3
1
.
7
1
(
N
)
6"
I
E
O
U
T
=
3
3
1
.
7
1
(
S
)
ST
A
=
3
+
4
4
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
3
6
.
4
4
45.
0
0
L
F
6" (
P
V
C
)
@ S
=
0
.
1
0
3
4
SD
C
O
2
B
6"
I
E
I
N
=
3
2
2
.
4
1
(
N
)
6"
I
E
O
U
T
=
3
1
8
.
6
8
(
S
)
ST
A
=
2
+
5
4
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
1
9
.
6
9
SD
C
O
2
C
6"
I
E
I
N
=
3
2
7
.
0
6
(
N
)
6"
I
E
O
U
T
=
3
2
7
.
0
6
(
S
)
ST
A
=
2
+
9
9
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
3
1
.
9
5
45.
0
0
L
F
6" (
P
V
C
)
@ S
=
0
.
1
0
3
4
SD
C
O
2
H
6"
I
E
O
U
T
=
3
3
7
.
1
7
(
S
)
ST
A
=
4
+
9
4
.
4
0
(
S
L
D
N
-
2
)
RI
M
=
3
4
2
.
0
0
45.00 LF
6" (PVC)
@ S=0.0283
FINISH GRADE @
PIPE CENTERLINE
AFTER SITE
CONSTRUCTION
36.
4
0
L
F
6"
(
P
V
C
)
@ S
=
0
.
1
1
2
4
92.
0
0
L
F
6"
(
P
V
C
)
@ S
=
0
.
1
1
2
4
29.00
L
F
6
"
@ S=0
.
0
7
1
9
SD
C
O
2
A
6"
I
E
O
U
T
=
3
1
8
.
6
5
(
W
)
ST
A
=
2
+
1
8
.
0
0
,
3
.
0
0
'
R
(S
D
L
N
-
2
)
RI
M
=
3
2
6
.
0
8
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
4
)
S
D
L
N
-
2
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
4
J
u
l
0
8
,
2
0
2
5
-
1
:
4
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02.
INSTALL 6" PVC WYE.
INSTALL 6" PVC DOUBLE WYE.
INSTALL STANDARD CLEANOUT PER CWS
DWG NO. 500 & 510, SHEET D3.05.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
3.PRIVATE STORM LINE TO BE PERMITTED
UNDER SEPARATE PLUMBING PERMIT.
2
2B
SDLN-2 - PROFILE (PRIVATE)
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-2 - PLAN (PRIVATE)
SCALE: 1" = 40'
304
RIVER TERRACE
PARK
PHASE 2
SDLN-2 PLAN &
PROFILE (PRIVATE)
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
SD
L
N
SE
E
S
+
E
E
T
SDLN
SEE S+EET
2E
6
W
W
W
W
W
W
WWWWWWWWW
6
4
4
6
4
4
644
644
6
4
4
6
4
4
71
2
SS
SS
SS
SS
SSSSSSSSSSSSSS
SDMH
1C
SD
SD
SDSDSDSDSDSDSD
SD
SD
SD
SDMH
3C
SDCB
3B.1
SDMH
3B
SDMH
11A
SDMH
1A
SDCI
3A.1
SDMH
3A
3A
S
S C
XS
S
XS
S
XS
S
2
(TYP)
5A
1A
1B
24
TRACT C
30
37
39
32 33 34 35 36 38
312928272625
21
22
23
SW
E
V
E
R
T
O
N
S
T
SW SWALLOW TER
SW
P
E
R
T
H
R
D
8.00'
PUE, TYP.
8.00'
PUE, TYP.1
8.00'
PUE, TYP.
RIVER TERRACE PARK
PREVIOUS PHASE
PHASE BOUNDARY
2
(TYP)
SDMH
9A
SDCB
3C.1
SDCB
3C.2
SDMH
9B
SDMH
1B
SDLN-3
SD
L
N
-
9
SDL
N
-
3
SD
L
N
-
1
1+002+003+004+005+005+32
5+50
1+00
2+003+004+005+00
SDCI
1C.1
1
SDLN-1
S
C
S
C
S
C
S
C
S
C
S
C
S
C
S CSDLN-2
SD
SD
290
300
310
320
330
340
350
360
290
300
310
320
330
340
350
360
0+401+002+003+004+005+005+75
SD
M
H
3
B
ST
A
=
3
+
1
7
.
4
6
,
4
.
0
0
'
R
(S
W
A
L
L
O
W
)
12
"
I
E
I
N
=
3
3
8
.
0
8
(
N
)
10
"
I
E
I
N
=
3
3
8
.
0
8
(
W
)
12
"
I
E
O
U
T
=
3
3
7
.
8
8
(
S
)
ST
A
=
3
+
3
8
.
7
6
(
S
D
L
N
-
3
)
RI
M
=
3
4
6
.
6
8
SD
M
H
3
C
ST
A
=
5
+
2
8
.
5
5
,
4
.
0
0
'
R
(S
W
A
L
L
O
W
)
12
"
I
E
I
N
=
3
4
1
.
2
0
(
E
)
12
"
I
E
I
N
=
3
3
8
.
9
1
(
W
)
12
"
I
E
I
N
=
3
4
2
.
7
1
(
N
E
)
12
"
I
E
O
U
T
=
3
3
8
.
7
1
(
S
)
ST
A
=
5
+
4
9
.
8
6
(
S
D
L
N
-
3
)
RI
M
=
3
5
2
.
1
4
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
SANITARY
LATERAL, TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
12"SD/4"SS
0.52' CLR
12"SD/4"SS
0.59' CLR
12"SD/4"SS
0.51' CLR
12"SD/4"SS
0.50' CLR
12"SD/4"SS
0.50' CLR
12"SD/4"SS
0.51' CLR
CLASS 'B' GRANULAR BACKFILL & BEDDING
211.09 LF
12" (PVC)
@ S=0.0030
180.55 LF
12" (C-900)
@ S=0.0620
58.21 LF
12" (PVC)
@ S=0.0090
WATER LINE,
TYP.
12"SD/8"SS
0.56' CLR
OP
E
N
D
R
O
P
OP
E
N
D
R
O
P
SD
M
H
3
A
ST
A
=
1
+
3
6
.
9
1
,
4
.
0
0
'
R
(S
W
A
L
L
O
W
)
12
"
I
E
I
N
=
3
2
6
.
6
9
(
N
)
10
"
I
E
I
N
=
3
2
6
.
6
9
(
N
W
)
12
"
I
E
O
U
T
=
3
2
6
.
4
9
(
S
E
)
ST
A
=
1
+
5
8
.
2
1
(
S
D
L
N
-
3
)
RI
M
=
3
3
1
.
4
6
12"SD/8"WT
0.58' CLR
SD
M
H
1
C
ST
A
=
2
8
+
5
8
.
2
3
,
5
.
6
0
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
2
7
.
1
0
(
E
)
12
"
I
E
I
N
=
3
2
5
.
9
7
(
N
W
)
10
"
I
E
I
N
=
3
2
6
.
1
3
(
S
W
)
30
"
I
E
O
U
T
=
3
2
4
.
4
7
(
S
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
3
)
RI
M
=
3
3
4
.
1
4
34
3
.
0
8
STORM LATERAL TABLE
LOT #
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
STATION
4+95.56 (SDLN-3)
4+46.63 (SDLN-3)
4+03.29 (SDLN-3)
3+56.78 (SDLN-3)
3+16.65 (SDLN-3)
2+63.05 (SDLN-3)
2+21.75 (SDLN-3)
1+93.85 (SDLN-3)
4+77.57 (SDLN-3)
4+31.12 (SDLN-3)
3+90.29 (SDLN-3)
3+42.78 (SDLN-3)
3+06.65 (SDLN-3)
2+60.05 (SDLN-3)
2+08.75 (SDLN-3)
1+80.84 (SDLN-3)
LENGTH
37.00'
37.00'
37.00'
37.00'
37.00'
37.00'
37.00'
37.00'
29.00'
29.00'
29.00'
29.00'
29.00'
29.00'
29.00'
29.00'
SLOPE
17.00%
16.20%
15.75%
11.08%
9.71%
7.47%
1.00%
1.00%
24.91%
23.55%
22.63%
17.34%
15.28%
9.71%
1.00%
1.99%
IE AT MAIN
338.80
338.65
338.52
338.38
336.76
333.44
330.88
329.15
338.75
338.61
338.48
338.34
336.14
333.25
330.07
328.35
IE AT LOT
345.09
344.65
344.35
342.48
340.35
336.20
331.25
329.52
345.97
345.44
345.05
343.37
340.57
336.07
330.36
328.92
DEPTH
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
4.23'
4.30'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
4.95'
5.23'
SDCB 3B.1
3+42.55, 16.50' L
(SDLN-3)
RIM = 346.52
10" IE OUT = 341.16
16.93 LF (PVC)
@S=0.1821
340.74
0.1571
SDCI 3A.1
1+69.61, 19.50' L
(SDLN-3)
RIM/TC = 331.38
10" IE OUT = 327.40
22.58 LF (C-900)
@S=0.0314
12" IN E
IE: 341.20
SDMH 3C PLAN
12" OUT S
IE: 338.71
12" IN W
IE: 338.91
1.71
1.71
48" SDMH 3C
RIM: 352.14
3.14
0.29
12" IN NE
IE: 342.71
345.00
336.00
0.87'
SDMH 3C ROLLOUT DETAIL
12" IN NE
IE: 342.71
12" OUT S
IE: 338.71
12" IN W
IE: 338.91
12" IN E
IE: 341.20
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
5
)
S
D
L
N
-
3
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
5
J
u
l
0
8
,
2
0
2
5
-
1
:
5
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS NO. 050, SHEET D3.01.
INSTALL OPEN INSIDE DROP STORM
MANHOLE PER CWS NO. 080, SHEET D3.01.
INSTALL 60" DIA STORM MANHOLE PER CWS
NO. 010, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL INLET CATCH BASIN (CG-2) PER
CWS DWG NO. 300, 310 and 320, SHEET
D3.02. SEE TABLE THIS SHEET FOR INLET
INFORMATION.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1
1A
SDLN-3 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-3 - PLAN
SCALE: 1" = 40'
305
RIVER TERRACE
PARK
PHASE 2
SDLN-3 PLAN & PROFILE
INLET DATA:
5A3A
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
2
3
SD
L
N
SE
E
S
+
E
E
T
SDLN
SEE S+EET
1B
1C
5
SDLN
SEE S+EET
** C-900 LATERAL
**
**
**
**
**
**
**
**
343.08
343.08
11.1%343.0 7.1'
32.6'
10.5%342.6 7.1'
7.4%341.3 8.1'
5.4%340.3 7.2'
6.0%339.0 6.4'
10.7%337.3 6.1'
3.4%332.3 3.2'
13.3%343.1 7.2'
14.5%343.0 7.5'
15.5%343.2 6.9'
8.3%340.9 7.5'
18.1%341.2 5.6'
14.2%337.4 3.6'
*
* BROKEN BOARD
644
644
PGE
577
71
2
W
W
W
W
W
W
W
W 10+00
11+00
12+0013+0014+0015+00
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
5+24
1+00
2+00
3+004+00
5+00
SW 163RD AVE
SW
P
E
R
T
H
R
D
8.00'
PUE, TYP.
1 3A
3B 1 12
(TYP)
40 41 42
43
44
144
SD
L
N
-
1
SDLN-4
RIVER TERRACE
PARK FUTURE
PHASE
PHASE BOUNDARY
1
SDMH
1E
SDMH
4A
SDMH
4B
SDCI
4C.2
SDMH
4CSDMH
1D
SDCI
1F.1
SDMH
1F
SDMH
4D
SDCI
4C.1
2
(TYP)
1B
20
FUTURE CURB INLET
WITH FUTURE PHASE
S
C
S
C
SDCO
13A
SD
300
310
320
330
340
350
360
300
310
320
330
340
350
360
0+501+002+003+004+005+005+50
12"SD/4"SS
0.76' CLR
12"SD/4"SS
0.73' CLR
12"SD/4"SS
0.67' CLR
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
SANITARY
LATERAL, TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
56.13 LF
12" (PVC)
@ S=0.0143
145.38 LF
12" (PVC)
@ S=0.0030
111.92 LF
12" (PVC)
@ S=0.0064
110.14 LF
12" (PVC)
@ S=0.0079
12"SD/4"SS
0.61' CLR
CLASS 'B' GRANULAR BACKFILL & BEDDING
WATER LINE,
TYP.
OP
E
N
D
R
O
P
SD
M
H
4
A
ST
A
=
1
0
+
1
3
.
9
8
,
4
.
0
0
'
R
(1
6
3
R
D
)
12
"
I
E
O
U
T
=
3
3
8
.
8
1
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
4
)
RI
M
=
3
4
4
.
7
6
SD
M
H
4
B
ST
A
=
1
1
+
2
4
.
4
9
,
0
.
8
6
'
R
(1
6
3
R
D
)
12
"
I
E
I
N
=
3
3
7
.
9
4
(
S
)
12
"
I
E
O
U
T
=
3
3
7
.
7
4
(
N
)
ST
A
=
2
+
1
0
.
1
4
(
S
D
L
N
-
4
)
RI
M
=
3
4
3
.
9
4
SD
M
H
4
C
ST
A
=
1
2
+
3
6
.
5
9
,
1
.
0
0
'
R
(1
6
3
R
D
)
12
"
I
E
I
N
=
3
3
7
.
0
2
(
S
)
10
"
I
E
I
N
=
3
3
7
.
0
2
(
S
E
)
10
"
I
E
I
N
=
3
3
7
.
0
2
(
W
)
12
"
I
E
O
U
T
=
3
3
6
.
8
2
(
N
)
ST
A
=
3
+
2
2
.
0
6
(
S
D
L
N
-
4
)
RI
M
=
3
4
3
.
0
7
SD
M
H
1
E
ST
A
=
1
3
+
8
1
.
9
7
,
1
.
9
3
'
R
(1
6
3
R
D
)
18
"
I
E
I
N
=
3
3
6
.
3
9
(
S
E
)
12
"
I
E
I
N
=
3
3
8
.
7
7
(
N
)
12
"
I
E
I
N
=
3
3
6
.
3
9
(
S
)
18
"
I
E
O
U
T
=
3
3
6
.
1
9
(
N
W
)
ST
A
=
4
+
6
7
.
4
4
(
S
D
L
N
-
4
)
RI
M
=
3
4
5
.
9
6
SD
M
H
4
D
ST
A
=
1
4
+
3
8
.
0
9
,
1
.
0
0
'
R
(1
6
3
R
D
)
12
"
I
E
O
U
T
=
3
3
9
.
5
7
(
S
)
ST
A
=
5
+
2
3
.
5
7
(
S
D
L
N
-
4
)
RI
M
=
3
4
6
.
7
7
12"SD/4"SS
0.71' CLR12"SD/4"SS
1.07' CLR
34
6
.
0
0
34
4
.
3
3
STORM LATERAL TABLE
LOT #
40
41
42
43
44
144
STATION
3+84.81 (SDLN-4)
3+09.12 (SDLN-4)
2+82.72 (SDLN-4)
1+57.58 (SDLN-4)
1+34.88 (SDLN-4)
5+17.24 (SDLN-4)
LENGTH
31.60'
31.84'
31.52'
29.00'
29.00'
31.90'
SLOPE
8.97%
4.30%
4.05%
2.75%
2.77%
9.96%
IE AT MAIN
336.89
337.36
337.53
338.61
338.79
339.73
IE AT LOT
339.72
338.73
338.80
339.41
339.59
342.91
DEPTH
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'*
SDCI 4C.1
3+21.05, 16.52' L
(SDLN-4)
RIM/TC = 343.22
10" IE OUT = 337.86
16.55 LF (PVC)
@S=0.0505
SDCI 4C.2
3+20.67, 14.48' R
(SDLN-4)
RIM/TC = 343.22
10" IE OUT = 337.86
14.55 LF (PVC)
@S=0.0575
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
6
)
S
D
L
N
-
4
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
6
J
u
l
0
8
,
2
0
2
5
-
1
:
5
5
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL 10" PVC STORM SEWER STUB WITH
TEMPORARY CAP FOR FUTURE CONNECTION.
I.E. = 339.77.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1
2
3
SDLN-4 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-4 - PLAN
SCALE: 1" = 40'
306
RIVER TERRACE
PARK
PHASE 2
SDLN-4 PLAN & PROFILE
INLET DATA:
3A 3B
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN
SEE S+EET
SDLN
SEE S+EET
* LATERAL TO SERVE FUTURE PHASE LOT
12+35.38, 15.50' L
(163RD AVE)
12+35.38, 15.50' R
(163RD AVE)
20
3.9%338.1 6.6'
5.4%340.3 4.2'
4.4%340.1 4.5'
P
G
E
5
0
4
644
644
712
6
4
4
6
4
4
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
SS
SS
1+00
2+0
0
3+00
4
+
0
0
SD
SD
SD
S
D
S
D
S
D
S
D
SD
SD
SDMH
1H
SDMH
5A SDMH
5C
SDCI
1F.1
1B
3A
1 1
1+00
2+00
3+00
4+
0
0
2
(TYP)
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
51
46 45
49
50
47
48
81
TRACT F
SW
H
A
W
K
R
I
D
G
E
R
D
SD
L
N
-
1
31+
0
0
32
+
0
0
W
W
W
W
W
W
W
W
W
W
1
SDCI
5B.2
SDMH
5B
3B
SDCI
5B.1
SW 1
6
2
N
D
A
V
E
SDL
N
-
5
S
D
2A
SD
L
N
-
1
2
S C
S C
S C
S
D
SC
SC
6A
SDCO
5C.1
SW
P
E
R
T
H
R
D
SDMH
1G
SDL
N
-
1
6
S
E
E
S
H
E
E
T
3
1
4
W
310
320
330
340
350
360
370
380
310
320
330
340
350
360
370
380
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50
SD
M
H
1
H
ST
A
=
3
2
+
4
9
.
2
8
,
8
.
8
8
'
R
(P
E
R
T
H
)
12
"
I
E
I
N
=
3
4
4
.
2
7
(
E
)
12
"
I
E
I
N
=
3
4
2
.
4
7
(
S
)
18
"
I
E
O
U
T
=
3
4
2
.
2
7
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
5
)
RI
M
=
3
6
1
.
7
8
SD
M
H
5
A
ST
A
=
2
+
3
9
.
5
1
,
1
.
0
8
'
L
(1
6
2
N
D
A
V
E
)
12
"
I
E
I
N
=
3
4
3
.
0
6
(
S
)
12
"
I
E
I
N
=
3
4
3
.
0
6
(
E
)
12
"
I
E
O
U
T
=
3
4
2
.
8
6
(
N
)
ST
A
=
2
+
3
0
.
7
1
(
S
D
L
N
-
5
)
RI
M
=
3
5
5
.
3
6
SD
M
H
5
C
ST
A
=
3
+
3
8
.
4
8
,
1
1
.
8
6
'
R
(H
A
W
K
R
I
D
G
E
)
12
"
I
E
I
N
=
3
4
3
.
7
7
(
E
)
12
"
I
E
I
N
=
3
4
3
.
7
7
(
S
)
12
"
I
E
O
U
T
=
3
4
3
.
5
7
(
N
)
ST
A
=
3
+
3
4
.
2
9
(
S
D
L
N
-
5
)
RI
M
=
3
5
3
.
3
5
SD
M
H
5
D
ST
A
=
6
+
5
3
.
6
6
,
3
.
0
0
'
L
(H
A
W
K
R
I
D
G
E
)
12
"
I
E
I
N
=
3
4
4
.
9
4
(
E
)
12
"
I
E
I
N
=
3
4
5
.
1
8
(
N
)
10
"
I
E
I
N
=
3
4
6
.
5
9
(
N
E
)
12
"
I
E
I
N
=
3
4
5
.
6
6
(
S
E
)
10
"
I
E
I
N
=
3
4
6
.
6
9
(
N
W
)
12
"
I
E
O
U
T
=
3
4
4
.
7
4
(
W
)
ST
A
=
6
+
5
4
.
8
1
(
S
D
L
N
-
5
)
RI
M
=
3
5
0
.
1
6
SD
M
H
5
E
ST
A
=
9
+
3
6
.
5
7
,
3
.
0
0
'
L
(H
A
W
K
R
I
D
G
E
)
10
"
I
E
I
N
=
3
4
6
.
5
6
(
N
)
10
"
I
E
I
N
=
3
4
6
.
5
6
(
S
E
)
12
"
I
E
O
U
T
=
3
4
6
.
3
5
(
W
)
ST
A
=
9
+
3
7
.
7
2
(
S
D
L
N
-
5
)
RI
M
=
3
5
3
.
8
4
12"SD/8"SS
0.50' CLR
54.69 LF
12" (PVC)
@ S=0.0030
130.71 LF
12" (PVC)
@ S=0.0030
320.52 LF
12" (PVC)
@ S=0.0030
282.91 LF
12" (PVC)
@ S=0.0050
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
WATER LINE,
TYP.
48.88 LF
12" (PVC)
@ S=0.0030
SD
M
H
5
B
ST
A
=
2
+
9
4
.
9
4
,
4
.
2
0
'
L
(1
6
2
N
D
A
V
E
)
12
"
I
E
I
N
=
3
4
3
.
4
3
(
S
)
10
"
I
E
I
N
=
3
4
3
.
4
3
(
E
)
10
"
I
E
I
N
=
3
4
3
.
4
3
(
W
)
12
"
I
E
O
U
T
=
3
4
3
.
2
3
(
N
)
ST
A
=
2
+
8
5
.
4
1
(
S
D
L
N
-
5
)
RI
M
=
3
5
3
.
8
7
OP
E
N
D
R
O
P
CLASS 'B' GRANULAR BACKFILL & BEDDING
34
3
.
3
1
34
6
.
6
8
34
6
.
8
0
34
6
.
9
9
34
3
.
8
0
0.0062
STORM LATERAL TABLE
LOT #
WALL 5
45
46
50
51
52
53
54
55
56
57
STATION
2+49.69 (SDLN-5)
3+16.25 (SDLN-5)
2+72.17 (SDLN-5)
3+70.18 (SDLN-5)
4+31.49 (SDLN-5)
4+62.31 (SDLN-5)
4+89.93 (SDLN-5)
4+99.93 (SDLN-5)
5+46.49 (SDLN-5)
5+60.32 (SDLN-5)
6+06.73 (SDLN-5)
LENGTH
37.27'
36.51'
37.84'
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
SLOPE
18.27%
11.55%
16.88%
14.74%
14.66%
14.30%
13.97%
13.85%
13.29%
13.13%
12.58%
IE AT MAIN
343.37
343.77
343.44
344.13
344.32
344.41
344.49
344.52
344.66
344.70
344.84
IE AT LOT
350.18
347.98
349.82
348.55
348.72
348.70
348.68
348.68
348.65
348.64
348.62
DEPTH
5.00'
5.02'
5.00'
5.00'
5.12'
5.13'
5.14'
5.14'
5.16'
5.15'
5.13'
STORM LATERAL TABLE
LOT #
58
59
60
61
62
63
64
65
66
STATION
6+29.86 (SDLN-5)
6+88.85 (SDLN-5)
7+01.22 (SDLN-5)
7+48.93 (SDLN-5)
7+58.93 (SDLN-5)
7+88.76 (SDLN-5)
8+29.22 (SDLN-5)
8+66.71 (SDLN-5)
9+11.77 (SDLN-5)
LENGTH
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
30.00'
SLOPE
12.30%
1.69%
2.67%
9.39%
9.26%
13.07%
18.89%
22.69%
23.96%
IE AT MAIN
344.91
345.36
345.42
345.66
345.71
345.86
346.06
346.25
346.48
IE AT LOT
348.61
345.87
346.22
348.48
348.49
349.78
351.73
353.06
353.66
DEPTH
5.12'
8.45'
8.48'
6.97'
7.00'
6.00'
6.50'
6.50'
5.00'
SDCI 5D.3
6+64.18, 14.50' R
(SDLN-5)
RIM/TC = 350.05
10 IE IN = 345.90
9.50 LF (C-900)
@S=0.0026
12" IE OUT = 345.72
17.26 LF (C-900)
@S=0.0035
350.56
SDCI 5B.1
2+87.76, 11.36' L
(SDLN-5)
RIM/TC = 354.07
10" IE OUT = 348.71
11.60 LF (PVC)
@S=0.4556
346.91
0.2681
SDCI 5B.2
2+88.48, 19.64' R
(SDLN-5)
RIM/TC = 354.07
10" IE OUT = 348.71
19.88 LF (PVC)
@S=0.2659
SDCB 5E.1
9+37.72, 37.75' L
(SDLN-5)
RIM = 357.31
10" IE OUT = 351.57
37.75 LF (PVC)
@S=0.1329 0.1213
PG
E
57
7
OH
OH
SS SS SS SS SS SS SS SS SS SS SS
4+00 5+00 6+00 7+00 8+00 9+00 9+38
SD SD SD SD SD SD SD SD SD SD SD SD
S
D
SDCB
5E.1
SDMH
5E
SDMH
5D
SDCI
5D.3
9+67
4+00 5+00 6+00 7+00 8+00 9+00
1C 14A
5A
8.00'
PUE, TYP.
SW HAWK RIDGE RD
62 63 6453TRACT E56
595854525150 666065615755
2
(TYP)
TRACT F
3.00'
PUE, TYP.
TRACT F
SW
1
6
1
S
T
A
V
E
SDMH
6A
SDCB
6A.1
SDLN-5
PHASE/PROJECT BOUNDARY
SD
L
N
-
6
SDCI
5D.2
SDCB
5E.2
5B
W
W
WWWWWWWWWWWWW
3D
3C 3E
SDCI
5D.1
SDCI
5D.4
SDCI 5D.1
6+46.92, 12.50' L
(SDLN-5)
RIM/TC = 350.41
10" IE OUT = 346.75
14.78 LF (C-900)
@S=0.0040
SDCI 5D.2
6+64.18, 12.50' L
(SDLN-5)
RIM/TC = 350.31
10" IE OUT = 346.65
15.62 LF (C-900)
@S=0.0040
SDCI 5D.4
6+54.68, 14.50' R
(SDLN-5)
RIM/TC = 350.07
10" IE OUT = 345.92
9.50 LF (C-900)
@S=0.0026
350.55
12" IN E
IE: 344.94
SDMH 5D PLAN
12" OUT W
IE: 344.74 60" SDMH 5D
RIM: 350.16
349.00
340.00
SDMH 5D ROLLOUT DETAIL
12" IN N
IE: 345.18
10" IN NE
IE: 346.59
12" IN SE
IE: 345.66
1.19'
0.19'
0.90'
1.07'
3.94'
12" OUT W
IE: 344.74
12" IN N
IE: 345.18
10" IN NE
IE: 346.59
12" IN E
IE: 344.94
12" IN SE
IE: 345.66
0.75'
0.07'10" IN NW
IE: 346.69
0.67'
10" IN NW
IE: 346.69
SDCB 5E.2
1+12.30, 621.40' L
(SDLN-5)
RIM = 353.16
10" IE OUT = 346.81
25.18 LF (PVC)
@S=0.0100 0.0191
347.28
SDCO 5C.1
3+34.29, 13.25' L
(SDLN-5)
RIM/TOP = 353.28
12" IE OUT = 343.81
13.25 LF (PVC)
@S=0.0030
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
7
)
S
D
L
N
-
5
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
7
J
u
l
1
1
,
2
0
2
5
-
8
:
0
7
a
m
k
a
r
l
a
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SDLN-5 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-5 - PLAN 1
SCALE: 1" = 40'
307
RI9ER 7ERRA&E
PAR.
P+ASE 2
SDLN-5 PLAN & PROFILE
INLET DATA:
4A
3A
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
5A
3B
SDLN-5 - PLAN 2
SCALE: 1" = 40'
3C 3D
SDLN
SEE PLAN
SD
L
N
SE
E
PL
A
N
3E
SDLN
SEE S+EET
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL OPEN INSIDE DROP STORM
MANHOLE PER CWS NO. 080, SHEET D3.01.
INSTALL 60" DIA STORM MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. TO CONNECT TO 6" WALL
UNDERDRAIN PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL INLET CATCH BASIN (CG-48) PER
CWS DWG NO. 350, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL INLET CATCH BASIN (CG-2) PER
CWS DWG NO. 300, 310 and 320, SHEET
D3.02. SEE TABLE THIS SHEET FOR INLET
INFORMATION.
INSTALL STANDARD CLEANOUT PER CWS
DWG NO. 500 & 510, SHEET D3.05.
1
2
3
4
1B
2A
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
5B
6+63.03, 15.50' L
(HAWK RIDGE RD)
6+63.03, 11.50' R
(HAWK RIDGE RD)
5
6
6A
1C
347.15
347.15
11.6%348.4 5.3'
16.8%349.4 4.2'
12.7%348.4 5.4'
17.1%350.8 5.0'
21.4%352.1 6.1'
22.9%352.8 5.9'27.5'
18.3%350.4 2.6'
21.9%351.7 6.9'
644
644
712
712
6
4
4
6
4
4
W W W W W W
W
W
W
W
W
WWWWW
SS SS SS SS SS
SS
SS
S
S
S
S
SSSS
S
S
S
S
3+09 1+002+00
3+00
SD SD SD
SD
S
D
S
D
1
1 1 3A
SW
1
6
1
S
T
A
V
E
8.00'
PUE, TYP.
8.00'
PUE, TYP.
2
(TYP)
89868788
82838485
10+0011+0012+00
SW PERTH RD
SDLN-7
SD
L
N
-
1
SITE
BOUNDARY
S
D
PHASE
BOUNDARY
RIVER TERRACE
PARK FUTURE
PHASE
SDLN-1
SDMH
7C
SDCI
7A.1
SDMH
7A
SDMH
1N
SDMH
1M
SDMH
1L
SDCB
1M.2SDCB
1M.1
SD SD
SW BLACKSTONE LN
SS
SDSD
SDMH
7B
13B
SDCI
7B.1
S
D
S
D
S
D
340
350
360
370
380
390
400
410
340
350
360
370
380
390
400
410
0+501+002+003+003+25
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY
LATERAL, TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
44.75 LF
12" (PVC)
@ S=0.0030
42.25 LF
12" (PVC)
@ S=0.0030
STORM LATERAL,
TYP.
SD
M
H
7
C
ST
A
=
1
2
+
1
1
.
9
5
,
4
.
0
0
'
R
(B
L
A
C
K
S
T
O
N
E
)
12
"
I
E
O
U
T
=
3
8
7
.
5
7
(
E
)
ST
A
=
3
+
0
8
.
9
5
(
S
D
L
N
-
7
)
RI
M
=
3
9
5
.
1
1
SD
M
H
7
A
ST
A
=
1
0
+
4
5
.
2
5
,
4
.
0
0
'
R
(B
L
A
C
K
S
T
O
N
E
)
12
"
I
E
I
N
=
3
7
7
.
8
2
(
W
)
10
"
I
E
I
N
=
3
7
7
.
8
2
(
S
)
12
"
I
E
O
U
T
=
3
7
7
.
6
2
(
E
)
ST
A
=
1
+
4
2
.
2
5
(
S
D
L
N
-
7
)
RI
M
=
3
8
2
.
9
4
SD
M
H
1
N
ST
A
=
1
3
+
9
8
.
5
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
3
7
7
.
4
9
(
N
)
12
"
I
E
I
N
=
3
7
7
.
4
9
(
W
)
12
"
I
E
O
U
T
=
3
7
7
.
2
9
(
S
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
7
)
RI
M
=
3
8
3
.
7
9
WATER LINE,
TYP.
SD
M
H
7
B
ST
A
=
1
0
+
9
0
.
0
0
,
4
.
0
0
'
R
(B
L
A
C
K
S
T
O
N
E
)
12
"
I
E
I
N
=
3
7
8
.
1
5
(
W
)
10
"
I
E
I
N
=
3
7
8
.
1
5
(
N
)
12
"
I
E
O
U
T
=
3
7
7
.
9
5
(
E
)
ST
A
=
1
+
8
7
.
0
0
(
S
D
L
N
-
7
)
RI
M
=
3
8
3
.
7
2
121.95 LF
12" (PVC)
@ S=0.0772
12"SD/4"SS
0.54' CLR
12"SD/4"SS
1.44' CLR
STORM LATERAL TABLE
LOT #
86
87
88
89
STATION
2+82.98 (SDLN-7)
2+37.93 (SDLN-7)
1+98.40 (SDLN-7)
1+48.36 (SDLN-7)
LENGTH
29.00'
29.00'
29.00'
29.00'
SLOPE
9.49%
1.70%
4.10%
5.79%
IE AT MAIN
385.81
382.34
379.28
378.09
IE AT LOT
388.57
382.83
380.47
379.77
DEPTH
5.00'
6.00'
5.00'
5.00'
SDCI 7A.1
1+45.25, 19.50' L
(SDLN-7)
RIM/TC = 382.61
10" IE OUT = 377.90
19.73 LF (PVC)
@S=0.0040
SDCI 7B.1
1+87.00, 12.00' R
(SDLN-7)
RIM/TC = 384.19
10" IE OUT = 378.83
12.00 LF (PVC)
@S=0.0566
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
8
)
S
D
L
N
-
7
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
8
J
u
l
0
8
,
2
0
2
5
-
2
:
1
2
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1
2
3
SDLN-7 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-7 - PLAN
SCALE: 1" = 40'
308
RIVER TERRACE
PARK
PHASE 2
SDLN-7 PLAN & PROFILE
INLET DATA:
3A
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN
SEE S+EET
SD
L
N
SE
E
S
+
E
E
T
3B
10.5%388.8 4.7'
2+43.3
1+95.5
1+50.4
382.8
379.1
3.5%
5.5%
4.5%
383.7 5.1'
379.4 5.4'
PG
E
57
7
W
W
W
W
WWWWW
S
S
S
S
S
S
SSSS
2+82 1+002+00
S
D
SD
SDMH
8C
SDCI
8A.1
SDMH
8A
SDMH
1P1
1
1
3A
2
(TYP)
4+00 5+00 5+93SW ROSLYN LN
SW
1
6
1
S
T
A
V
E
8.00'
PUE, TYP.
8.00'
PUE, TYP.
909291
969594
93
SD
L
N
-
1
SITE
BOUNDARY
S
D
S
D
PHASE
BOUNDARY
RIVER TERRACE
PARK FUTURE
PHASE
SC S C S C SCSD
SD
SS
1
SDMH
8B
S
D
SD
SDLN-15 SEE SHEET 313
SDLN-8
370
380
390
400
410
420
430
440
370
380
390
400
410
420
430
440
0+501+002+003+00
SD
M
H
1
P
ST
A
=
1
6
+
2
0
.
5
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
12
"
I
E
I
N
=
4
0
5
.
6
2
(
N
)
12
"
I
E
I
N
=
4
0
5
.
6
2
(
W
)
12
"
I
E
O
U
T
=
4
0
5
.
4
2
(
S
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
8
)
RI
M
=
4
1
1
.
5
9
SD
M
H
8
A
ST
A
=
5
+
4
8
.
0
8
,
4
.
0
0
'
R
(R
O
S
L
Y
N
)
12
"
I
E
I
N
=
4
0
5
.
9
5
(
W
)
10
"
I
E
I
N
=
4
0
7
.
7
5
(
S
)
12
"
I
E
O
U
T
=
4
0
5
.
7
5
(
E
)
ST
A
=
1
+
4
2
.
2
5
(
S
D
L
N
-
8
)
RI
M
=
4
1
1
.
0
4
SD
M
H
8
C
ST
A
=
4
+
0
8
.
1
0
,
4
.
0
0
'
R
(R
O
S
L
Y
N
)
12
"
I
E
O
U
T
=
4
1
3
.
6
4
(
E
)
ST
A
=
2
+
8
2
.
2
3
(
S
D
L
N
-
8
)
RI
M
=
4
1
9
.
3
5
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
SANITARY
LATERAL, TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
64.79 LF
12" (PVC)
@ S=0.0038
42.25 LF
12" (PVC)
@ S=0.0030
12"SD/4"SS
0.54' CLR 12"SD/4"SS
0.51' CLR
12"SD/4"SS
0.53' CLR
CLASS 'B' GRANULAR BACKFILL & BEDDING
WATER LINE,
TYP.
SD
M
H
8
B
ST
A
=
4
+
8
3
.
2
8
,
4
.
0
0
'
R
(R
O
S
L
Y
N
)
12
"
I
E
I
N
=
4
0
6
.
3
9
(
W
)
12
"
I
E
O
U
T
=
4
0
6
.
1
9
(
E
)
ST
A
=
2
+
0
7
.
0
4
(
S
D
L
N
-
8
)
RI
M
=
4
1
3
.
2
4
75.18 LF
12" (PVC)
@ S=0.0964
OP
E
N
D
R
O
P
(
1
0
"
)
STORM LATERAL TABLE
LOT #
94
95
96
STATION
2+72.96 (SDLN-8)
2+40.51 (SDLN-8)
1+73.83 (SDLN-8)
LENGTH
37.00'
37.00'
37.00'
SLOPE
5.13%
5.46%
4.96%
IE AT MAIN
413.00
409.87
406.32
IE AT LOT
414.89
411.89
408.15
DEPTH
5.00'
5.00'
5.00'
SDCI 8A.1
1+45.25, 11.50' L
(SDLN-8)
RIM/TC = 411.08
10" IE OUT = 407.79
11.88 LF (Ductile Iron)
@S=0.0040
407.41
0.0286
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
0
9
)
S
D
L
N
-
8
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
0
9
J
u
l
0
8
,
2
0
2
5
-
2
:
1
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1
2
3
SDLN-8 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-8 - PLAN
SCALE: 1" = 40'
309
RIVER TERRACE
PARK
PHASE 2
SDLN-8 PLAN & PROFILE
INLET DATA:
3A
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN
SEE S+EET
SDLN
SEE S+EET
411.08
39.2'
3.7%411.3 5.6'39.2'
6
4
4
6
4
4
W W W
W
33+00 34+00 35+00
2+471+00 2+00
S
D
SDSDSD
SDCB
3C.2
SDMH
9B
SDCB
3C.1
SDMH
3C
SDMH
9A
8.00'
PUE, TYP.
5A
SW EVERTON ST
1A
SXSSXSSXSSXSSXSS
1B 1
5B
2
(TYP)
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SW
S
W
A
L
L
O
W
T
E
R
21 22 23 TRACT C
3224
SDLN-9
SD
L
N
-
3
RIVER
TERRACE PARK
FUTURE PHASE
SITE
BOUNDARY
RIVER TERRACE
PARK PREVIOUS
PHASE
PHASE BOUNDARY
S
C
300
310
320
330
340
350
360
370
300
310
320
330
340
350
360
370
0+75 1+00 2+00 3+00
SD
M
H
3
C
ST
A
=
3
4
+
3
5
.
4
1
,
3
.
0
0
'
R
(E
V
E
R
T
O
N
)
12
"
I
E
I
N
=
3
4
1
.
2
0
(
E
)
12
"
I
E
I
N
=
3
3
8
.
9
1
(
W
)
12
"
I
E
I
N
=
3
4
2
.
7
1
(
N
E
)
12
"
I
E
O
U
T
=
3
3
8
.
7
1
(
S
)
ST
A
=
1
+
9
5
.
4
5
(
S
D
L
N
-
9
)
RI
M
=
3
5
2
.
1
4
95.45 LF 12" (PVC)
@ S=0.0030
51.66 LF 12" (PVC)
@ S=0.2200
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
EX SANITARY
LINE, TYP.
STORM LINE,
TYP.
10"SD/12"SD
1.19' CLR
SD
M
H
9
A
ST
A
=
3
3
+
3
9
.
9
6
,
3
.
0
0
'
R
(E
V
E
R
T
O
N
)
12
"
I
E
O
U
T
=
3
3
9
.
2
0
(
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
9
)
RI
M
=
3
4
4
.
2
3
SD
M
H
9
B
ST
A
=
3
4
+
8
7
.
0
7
,
3
.
0
0
'
R
(E
V
E
R
T
O
N
)
12
"
I
E
O
U
T
=
3
5
2
.
5
7
(
W
)
ST
A
=
2
+
4
7
.
1
1
(
S
D
L
N
-
9
)
RI
M
=
3
5
8
.
6
2
CLASS 'B' GRANULAR BACKFILL & BEDDING
WATER LINE,
TYP.
OP
E
N
D
R
O
P
OP
E
N
D
R
O
P
34
3
.
0
8
STORM LATERAL TABLE
LOT #
21
22
23
STATION
1+09.00 (SDLN-9)
1+47.27 (SDLN-9)
2+31.39 (SDLN-9)
LENGTH
38.00'
38.00'
38.00'
SLOPE
2.83%
11.36%
5.23%
IE AT MAIN
339.42
339.31
349.36
IE AT LOT
340.50
343.62
351.35
DEPTH
5.00'
5.00'
5.00'
SDCB 3C.1
2+13.43, 17.49' L
(SDLN-9)
RIM = 353.76
10 IE IN = 348.27
34.65 LF (PVC)
@S=0.0868
12" IE OUT = 348.07
25.08 LF (PVC)
@S=0.2135 0.1882
347.80
SDCB 3C.2
2+32.41, 11.50' R
(SDLN-9)
RIM = 356.17
10" IE OUT = 351.27
34.65 LF (PVC)
@S=0.0868
350.31
0.0589
12" IN E
IE: 341.20
SDMH 3C PLAN
12" OUT S
IE: 338.71
12" IN W
IE: 338.91
1.71 1.71
48" SDMH 3C
RIM: 352.14
3.14 345.00
336.00
0.87'
SDMH 3C ROLLOUT DETAIL
0.29
12" IN NE
IE: 342.71 343.08
12" OUT S
IE: 338.71
12" IN W
IE: 338.91
12" IN NE
IE: 342.71 343.08
12" IN E
IE: 341.20
PG
E
50
4
6
4
4
6
4
4
PG
E
57
7
644
644
64
4
64
4
W
W
W
W
W
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS
2+
0
0
3
+
0
0
2
+
0
0
2
+
0
1
SD
SD
S
D
SDMH
6A
SDCB
12A.1
SDMH
5A
80
50
47
48 777879
5553545251
81
46
1
SDMH
12A
5C1
0+75
1+00
2+00 3+00 4+00 5+00 6+00 7+00 7+40
3.00'
PUE, TYP.
ALLEY A
SW
1
6
2
N
D
A
V
E
SD
L
N
-
5
3.00'
PUE, TYP.
1+00 1+71
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SD
L
N
-
5
SDCB
6A.1
SDLN-12
69 677372717068747576
TRACT F
6660656157626364TRACT E56 5958
TRACT G
W
310
320
330
340
350
360
370
310
320
330
340
350
360
370
0+75 1+00 2+00 2+25
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY LINE,
TYP.
STORM LINE,
TYP.
SD
M
H
5
A
ST
A
=
1
+
0
1
.
5
0
,
1
1
.
9
8
'
R
(A
L
L
E
Y
A
)
12
"
I
E
I
N
=
3
4
3
.
0
6
(
S
)
12
"
I
E
I
N
=
3
4
3
.
0
6
(
E
)
12
"
I
E
O
U
T
=
3
4
2
.
8
6
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
2
)
RI
M
=
3
5
5
.
3
6
SD
M
H
1
2
A
ST
A
=
1
+
3
4
.
4
3
,
4
.
9
0
'
R
(A
L
L
E
Y
A
)
10
"
I
E
I
N
=
3
4
9
.
8
1
(
E
)
6"
I
E
I
N
=
3
5
0
.
1
2
(
N
E
)
12
"
I
E
O
U
T
=
3
4
9
.
6
2
(
W
)
ST
A
=
1
+
3
5
.
6
0
(
S
D
L
N
-
1
2
)
RI
M
=
3
5
6
.
0
0
SD
C
B
1
2
A
.
1
ST
A
=
1
+
7
0
.
0
1
,
7
.
0
1
'
R
(A
L
L
E
Y
A
)
10
"
I
E
O
U
T
=
3
5
0
.
1
9
(
W
)
ST
A
=
1
+
7
1
.
2
4
(
S
D
L
N
-
1
2
)
RI
M
=
3
5
5
.
5
4
SANITARY
LATERAL, TYP.
CLASS 'B' GRANULAR
BACKFILL & BEDDING
35.64 LF
10" (PVC)
@ S=0.0104 0.0227
35.6
0
L
F
12"
(
P
V
C
)
@ S=
0
.
1
8
4
1
34
3
.
3
1
34
9
.
3
8
34
8
.
8
1
0.15
4
5
SDCB 12A.1
2+08.18, 67.58' L
(SDLN-5)
RIM = 355.54
10" IE OUT = 350.19
35.64 LF (PVC)
@S=0.0104
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
0
)
S
D
L
N
-
9
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
0
J
u
l
0
8
,
2
0
2
5
-
2
:
1
9
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS NO. 050, SHEET D3.01.
INSTALL OPEN INSIDE DROP STORM
MANHOLE PER CWS NO. 080, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-2) PER
CWS DWG NO. 300, SHEET D3.02. SEE
SDLN-12 PROFILE THIS SHEET FOR INLET
INFORMATION.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1
1A
2
SDLN-9 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-9 - PLAN
SCALE: 1" = 40'
310
RIVER TERRACE
PARK
PHASE 2
SDLN-9 & SDLN-12
PLAN & PROFILE
INLET DATA:
5A 5B
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
5
SDLN
SEE S+EET
1B
SDLN-12 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-12 - PLAN
SCALE: 1" = 40'
SDLN
SEE S+EET
SDLN
SEE S+EET
5C
1+70.01, 7.00' R
(ALLEY A)
SDLN
SEE S+EET
40.7'6.8%352.0 4.3'
9.9%343.0 5.6'
1.8%340.1 5.4'
310
320
330
340
350
360
370
380
390
310
320
330
340
350
360
370
380
390
0+251+002+003+003+15
202.90 LF
12" (PVC)
@ S=0.1815
SD
M
H
1
G
ST
A
=
3
1
+
8
1
.
7
8
,
6
.
1
5
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
4
2
.
0
2
(
E
)
12
"
I
E
I
N
=
3
4
3
.
8
2
(
N
E
)
18
"
I
E
O
U
T
=
3
4
1
.
8
2
(
N
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
0
)
RI
M
=
3
5
8
.
7
8
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
CLASS 'B'
GRANULAR
BACKFILL &
BEDDING
STORM LINE,
TYP.
OP
E
N
D
R
O
P
12"SD/8"SS
5.44' CLR
SD
M
H
1
0
A
ST
A
=
3
3
+
2
7
.
3
9
,
1
6
1
.
3
3
'
L
(P
E
R
T
H
)
12
"
I
E
O
U
T
=
3
8
0
.
6
5
(
S
W
)
ST
A
=
3
+
0
2
.
9
0
(
S
D
L
N
-
1
0
)
RI
M
=
3
8
9
.
7
8
7
1
2
71
2
6
4
4
6
4
4
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
3+13
1+00
2+00
3+00
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SDMH
1G
S
W
P
E
R
T
H
R
D
1B
6
3
1
+
0
0
3
2
+
0
0
SW 16
2
N
D
A
V
E
8.00'
PUE, TYP.
49
S
D
L
N
-
1
SDLN-
5
PHASE
BOUNDARY
RIVER
TERRACE PARK
FUTURE PHASE
SDMH
1H
SDLN-10
S
D
S
D
S
D
1
SDMH
10A
TRACT E
64
4
64
4
W
W
W
WSS
SS
SS
SS
2+01 1+00
SD
SD
SD
SD
SD
SDMH
6A
SDCB
6A.1
5A
1
SW
H
A
W
K
R
I
D
G
E
R
D
SDMH
5D
SDCI
5D.2
TR
A
C
T
F
59
58
3.00'
PUE, TYP.
3.00'
PUE, TYP.
60
61
57
SD
L
N
-
5
SITE BOUNDARY
SDCI
5D.3
SDLN-6
8.00'
PUE, TYP.
SDCI
5D.4
1A
SDCI
5D.1
2
310
320
330
340
350
360
370
310
320
330
340
350
360
370
0+251+002+002+25
SD
M
H
5
D
ST
A
=
6
+
5
3
.
6
6
,
3
.
0
0
'
L
(S
W
H
A
W
K
R
I
D
G
E
R
D
)
12
"
I
E
I
N
=
3
4
4
.
9
4
(
E
)
12
"
I
E
I
N
=
3
4
5
.
1
8
(
N
)
10
"
I
E
I
N
=
3
4
6
.
5
9
(
N
E
)
12
"
I
E
I
N
=
3
4
5
.
6
6
(
S
E
)
10
"
I
E
I
N
=
3
4
6
.
6
9
(
N
W
)
12
"
I
E
O
U
T
=
3
4
4
.
7
4
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
6
)
RI
M
=
3
5
0
.
1
6
SD
M
H
6
A
10
"
I
E
I
N
=
3
4
6
.
3
0
(
N
)
6"
I
E
I
N
=
3
4
8
.
0
1
(
N
)
12
"
I
E
O
U
T
=
3
4
6
.
1
0
(
S
)
ST
A
=
1
+
8
4
.
6
7
(
S
D
L
N
-
6
)
RI
M
=
3
5
6
.
6
0
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
84.67 LF
12" (C-900)
@ S=0.0108
CLASS 'B' GRANULAR
BACKFILL & BEDDING
STORM LINE,
TYP.
12"SD/8"WT
0.51' CLR
SD
C
B
6
A
.
1
ST
A
=
4
+
1
3
.
0
9
,
6
.
5
0
'
R
(A
L
L
E
Y
A
)
10
"
I
E
O
U
T
=
3
5
1
.
4
1
(
S
)
ST
A
=
2
+
0
0
.
7
0
(
S
D
L
N
-
6
)
RI
M
=
3
5
6
.
7
7
16.03 LF
10" (PVC)
@ S=0.3192 0.2314
35
0
.
3
5
34
6
.
6
4
34
7
.
1
5
SDCB 6A.1
2+00.70, 0.00'
(SDLN-6)
RIM = 356.77
10" IE OUT = 351.41
16.03 LF (PVC)
@S=0.3192
350.35
0.2527
SDMH 6A PLAN
12" OUT S
IE: 346.10
10" IN N
IE: 346.30
4.63 4.63
352.00
345.00
0.67'
SDMH 6A ROLLOUT DETAIL
12" OUT S
IE: 346.10
6" IN NE
IE: 348.01
10" IN N
IE: 346.30
0.29
6" IN NE
IE: 348.01
48" SDMH 6A
RIM: 356.55
STORM LATERAL TABLE
LOT #
TRACT G
STATION
1+84.67 (SDLN-6)
LENGTH
41.56'
SLOPE
12.74%
IE AT MAIN
348.01
IE AT LOT
353.30
MATERIAL
PVC ASTM D3034
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
1
)
S
D
L
N
-
6
&
S
D
L
N
-
1
0
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
1
J
u
l
1
1
,
2
0
2
5
-
8
:
1
0
a
m
k
a
r
l
a
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
311
RIVER TERRACE
PARK
PHASE 2
SDLN-6 & SDLN-10
PLAN & PROFILE
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS NO. 050, SHEET D3.01.
INSTALL OPEN INSIDE DROP STORM
MANHOLE PER CWS NO. 080, SHEET D3.01.
INSTALL 6" PV STORM SEWER LATERAL @
S=0.0100 MIN. ER CWS DWG NO. 520, SHEET
D3.02. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL INLET CATCH BASIN (CG-2) PER
CWS DWG NO. 300, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL STANDARD CLEANOUT PER CWS
DWG NO. 500 & 510, SHEET D3.05.
1
1A
2
5
S'/1 PR2)I/E
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
S'/1 P/A1
SCALE: 1" = 40'
6
S'/1 PR2)I/E
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
S'/1 P/A1
SCALE: 1" = 40'
INLET DATA:
5A
SDLN
SEE S+EET
SDLN
SEE S+EET
SDLN
SEE S+EET
SDLN
SEE S+EET SDLN
SEE S+EET
1B
SD
L
N
SE
E
S
+
E
E
T
3
346.64
346.64
37
8
.
7
5
0.1722
CLEANOUT
NOT INSTALLED
SDMH
1A
SDMH
4D
71
2
71
2
14+0
0
SS
SS
SS
S
S
S
S
S
S
SD
SD
S
D
S
D
SDMH
1C
SW
P
E
R
T
H
R
D
1+
0
0
39
29
+
0
0
30
+
0
0
8.00'
PUE, TYP.
PHASE
BOUNDARY
RIVER
TERRACE PARK
FUTURE PHASE
S
C
SD
L
N
-
1
SD
L
N
-
1
SDMH
1D
SDL
N
-
4
SDMH
1E
SD
SDLN-13
SW 1
6
3
R
D
A
V
E
1
2
(TYP)
6
SDCO
13A
1+001+42
1+432+00
3+
0
0
4+
0
0
SDMH
11A
SDMH
1B
SD
CLASS 'B' GRANULAR
BACKFILL & BEDDING
STORM LINE,
TYP.
SANITARY
LINE, TYP.
305
310
320
330
340
350
305
310
320
330
340
350
0+501+002+002+25
42.50 LF 6" (PVC)
@ S=0.0457
SD
M
H
1
D
ST
A
=
2
9
+
4
1
.
0
5
,
5
.
4
9
'
R
(P
E
R
T
H
)
18
"
I
E
I
N
=
3
3
5
.
0
9
(
S
E
)
6"
I
E
I
N
=
3
3
5
.
8
9
(
N
)
18
"
I
E
O
U
T
=
3
3
4
.
8
9
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
3
)
RI
M
=
3
4
2
.
4
9
SD
C
O
1
3
A
ST
A
=
2
9
+
2
7
.
0
3
,
3
4
.
4
1
'
L
(P
E
R
T
H
)
6"
I
E
O
U
T
=
3
3
7
.
8
4
(
S
)
ST
A
=
1
+
4
2
.
5
0
(
S
D
L
N
-
1
3
)
RI
M
=
3
4
3
.
7
0
FINISH GRADE @
PIPE CENTERLINE
AFTER SITE
CONSTRUCTION
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
AFTER HOME
CONSTRUCTION
W
W
W
W
WWWWW
S
S
SSSS
1+002+002+82
S
D
S
D
SD
SDMH
1R
SDCI
8A.1
2
(TYP)
8.00'
PUE, TYP.
5+934+00 5+00
SW
1
6
1
S
T
A
V
E
SDSDSC
SDMH
8C
SDMH
8A
SDMH
1P
SW BLACKSTONE LN
6
SDCO
14D
SDCB
1Q.2
969594
SDLN-14
8.00'
PUE, TYP.
PHASE
BOUNDARY
RIVER
TERRACE PARK
FUTURE PHASE
1+002+003+003+30
16+00
1
7
+
0
0
16
+
0
0
17
+
0
0
1
8
+
0
0
SDLN-8
SD
L
N
-
1
6"IE = 414.46
SC SC SCSDSD
2B
(TYP)
6 66
SDCO
14C
SDCO
14B
SDCO
14A
SD
S
D
SS
ST
A
=
1
7
+
4
4
.
3
3
,
2
.
7
7
'
R
(1
6
1
S
T
)
6"
I
E
I
N
=
4
1
4
.
2
6
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
4
)
RI
M
=
4
1
4
.
8
0
EXISTING GROUND @
PIPE CENTERLINE
STORM LINE,
TYP.
390
400
410
420
430
440
390
400
410
420
430
440
0+501+002+003+003+50
115.33 LF 6" (
P
V
C
)
@ S=0.0305
CLASS 'A' NATIVE BACKFILL & BEDDING
115.33 LF 6" (
P
V
C
)
@ S=0.0305
SD
C
O
1
4
D
6"
I
E
O
U
T
=
4
2
1
.
2
2
(
E
)
ST
A
=
3
+
3
0
.
3
3
(
S
D
L
N
-
1
4
)
RI
M
=
4
2
4
.
7
4
15.00 LF
6" (PVC)
@ S=0.0100
50.00 LF 6" (PVC)
@ S=0.0151
SD
C
O
1
4
C
6"
I
E
I
N
=
4
2
1
.
0
7
(
W
)
6"
I
E
O
U
T
=
4
2
1
.
0
7
(
E
)
ST
A
=
3
+
1
5
.
3
3
(
S
D
L
N
-
1
4
)
RI
M
=
4
2
4
.
6
7
SD
C
O
1
4
B
6"
I
E
I
N
=
4
2
0
.
3
1
(
W
)
6"
I
E
O
U
T
=
4
2
0
.
3
1
(
E
)
ST
A
=
2
+
6
5
.
3
3
(
S
D
L
N
-
1
4
)
RI
M
=
4
2
3
.
8
3
50.00 LF
6
"
(
P
V
C
)
@ S=0.0
5
0
7
SD
C
O
1
4
A
6"
I
E
I
N
=
4
1
7
.
7
8
(
W
)
6"
I
E
O
U
T
=
4
1
7
.
7
8
(
E
)
ST
A
=
2
+
1
5
.
3
3
(
S
D
L
N
-
1
4
)
RI
M
=
4
2
2
.
2
9
CLASS 'B' GRANULAR
BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
AFTER HOME
CONSTRUCTION
FINISH GRADE @
PIPE CENTERLINE
AFTER SITE
CONSTRUCTION
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
2
)
S
D
L
N
-
1
3
&
S
D
L
N
-
1
4
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
2
J
u
l
0
8
,
2
0
2
5
-
2
:
3
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
3.PRIVATE STORM LINE TO BE PERMITTED
UNDER SEPARATE PLUMBING PERMIT.
312
RIVER TERRACE
PARK
PHASE 2
SDLN-13 & SDLN-14
PLAN & PROFILE
(PRIVATE)
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02.
INSTALL 6" PVC WYE.
INSTALL STANDARD CLEANOUT PER CWS
DWG NO. 500 & 510, SHEET D3.05.
1
2
SDLN-13 - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-13 - PLAN
SCALE: 1" = 40'
SDLN
SEE S+EET
SDLN
SEE S+EET
2B
SD
L
N
SE
E
S
+
E
E
T
SDLN-14 - PLAN (PRIVATE)
SCALE: 1" = 40'
SDLN-14 - PROFILE (PRIVATE)
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN
SEE S+EET
SDLN
SEE S+EET
6
644
644
PG
E
57
7
6
4
4
W
W
W
W
W
WWWWW
WWWWW
S
S
S
S
S
S
S
S
S
S
SSSS
SSSS
3+33
1+002+003+003+09
2+82 1+002+00
S
D
S
D
SD
SDMH
8C SDCI
8A.1
SDMH
1P
SDMH
7C
SDCI
7A.1
SDMH
1N
4+00 5+00 5+93SW ROSLYN LN
SW
1
6
1
S
T
A
V
E
8.00'
PUE, TYP.
909291
93
SDLN-8
SD
L
N
-
1
SITE
BOUNDARY
S
D
S
D
S
D
PHASE
BOUNDARY
RIVER TERRACE
PARK FUTURE
PHASE
2
(TYP)
S C SD
86 87 88 89
SW BLACKSTONE LN
SDMH
7A
SDCB
1O.1
6
SDCO
15D
SDMH
8A
SDLN-7
SDLN-15
1+002+002+81
10' PRIVATE SD EASEMENT
TO BENEFIT LOTS 91-93
6" IE = 392.79
SC SC S CSD
6 6 62B
(TYP)
SDSD
SD
SS
SS
ST
A
=
1
5
+
1
4
.
5
0
,
3
.
0
0
'
L
(1
6
1
S
T
)
6"
I
E
I
N
=
3
9
1
.
4
4
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
5
)
365
370
380
390
400
410
420
430
365
370
380
390
400
410
420
430
0+501+002+003+003+25
71.33 LF 6" (C-900)
@ S=0.0100
SD
C
O
1
5
D
6"
I
E
O
U
T
=
3
9
8
.
4
0
(
E
)
ST
A
=
2
+
8
1
.
3
3
(
S
D
L
N
-
1
5
)
RI
M
=
4
0
1
.
9
1
FINISH GRADE @
PIPE CENTERLINE
AFTER HOME
CONSTRUCTION
EXISTING GROUND @
PIPE CENTERLINE
STORM LINE,
TYP.
SANITARY
LINE, TYP.
FINISH GRADE @
PIPE CENTERLINE
AFTER SITE
CONSTRUCTION
SD
C
O
1
5
C
6"
I
E
I
N
=
3
9
6
.
7
8
(
W
)
6"
I
E
O
U
T
=
3
9
6
.
7
8
(
E
)
ST
A
=
2
+
6
6
.
3
3
(
S
D
L
N
-
1
5
)
RI
M
=
4
0
1
.
1
3
SD
C
O
1
5
B
6"
I
E
I
N
=
3
9
3
.
1
5
(
W
)
6"
I
E
O
U
T
=
3
9
3
.
1
5
(
E
)
ST
A
=
2
+
1
6
.
3
3
(
S
D
L
N
-
1
5
)
RI
M
=
3
9
8
.
0
9
SD
C
O
1
5
A
6"
I
E
I
N
=
3
9
2
.
1
5
(
W
)
6"
I
E
O
U
T
=
3
9
2
.
1
5
(
E
)
ST
A
=
1
+
7
1
.
3
3
(
S
D
L
N
-
1
5
)
RI
M
=
3
9
4
.
0
0
45.00 LF
6" (C-900)
@ S=0.0222
50.00 LF
6" (C-900)
@ S=0.0725
15.00 LF
6" (C-900)
@ S=0.1078
CLASS 'A' NATIVE BACKFILL & BEDDING
CLASS 'B' GRANULAR
BACKFILL & BEDDING
6"SD/8"SS
1.44' CLR
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
3
)
S
D
L
N
-
1
5
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
3
J
u
l
0
8
,
2
0
2
5
-
2
:
3
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC WYE.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.02. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
3.PRIVATE STORM LINE TO BE PERMITTED
UNDER SEPARATE PLUMBING PERMIT.
1
2
2B
SDLN-15 - PROFILE (PRIVATE)
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-15 - PLAN (PRIVATE)
SCALE: 1" = 40'
313
RIVER TERRACE
PARK
PHASE 2
SDLN-15 PLAN &
PROFILE (PRIVATE)
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN
SEE S+EET
SDLN
SEE S+EET
3
644
644
P
G
E
5
0
4
71
2
71
2
6
4
4
6
4
4
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SDMH
1G
SDCI
1F.1
SDMH
1F
SDCI
4C.2
SW 163RD AVE
SW
P
E
R
T
H
R
D
10' PRIVATE SD EASEMENT
TO BENEFIT LOTS 47-48
40 41 42
43
SD
L
N
-
1
S
C
S
C
S
C
S
D
2+481+00 2+00
2
(TYP)
SDMH
1S
SDCO
16A
SDCO
16B
SDCO
16C
6
6
6
46
49 4748
TRACT I
SW 162ND AVE
1 SDLN-16
8.00'
PUE, TYP.
2B
(TYP)
SDL
N
-
1
0
SEE
S
H
E
E
T
311
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SD
M
H
1
S
18
"
I
E
I
N
=
3
4
0
.
4
3
(
S
E
)
6"
I
E
I
N
=
3
4
1
.
4
3
(
S
)
18
"
I
E
O
U
T
=
3
4
0
.
2
3
(
N
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
6
)
RI
M
=
3
5
4
.
9
4
CLASS 'B' GRANULAR
BACKFILL & BEDDING
315
320
330
340
350
360
315
320
330
340
350
360
0+75 1+00 2+00 3+00
87.53 LF 6" (PVC)
@ S=0.0137
SD
C
O
1
6
A
6"
I
E
I
N
=
3
4
2
.
6
3
(
S
)
6"
I
E
O
U
T
=
3
4
2
.
6
3
(
N
)
ST
A
=
1
+
8
7
.
5
3
(
S
D
L
N
-
1
6
)
RI
M
=
3
4
8
.
0
0
45.69 LF 6" (PVC)
@ S=0.0100
SD
C
O
1
6
B
6"
I
E
I
N
=
3
4
3
.
0
9
(
S
)
6"
I
E
O
U
T
=
3
4
3
.
0
9
(
N
)
ST
A
=
2
+
3
3
.
2
2
(
S
D
L
N
-
1
6
)
RI
M
=
3
4
7
.
1
6
15.08 LF
6" (PVC)
@ S=0.0100
SD
C
O
1
6
C
6"
I
E
O
U
T
=
3
4
3
.
2
4
(
N
)
ST
A
=
2
+
4
8
.
3
0
(
S
D
L
N
-
1
6
)
RI
M
=
3
4
7
.
0
9
CLASS 'A' NATIVE BACKFILL & BEDDING
EXISTING GROUND @
PIPE CENTERLINE STORM LINE,
TYP.
FINISH GRADE @
PIPE CENTERLINE
AFTER HOME
CONSTRUCTION
FINISH GRADE @
PIPE CENTERLINE
AFTER SITE
CONSTRUCTION
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
4
)
S
D
L
N
-
1
6
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
4
J
u
l
0
8
,
2
0
2
5
-
2
:
3
5
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.02.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0100 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL 6" PVC WYE.
INSTALL STANDARD CLEANOUT PER CWS
DWG NO. 500 & 510, SHEET D3.02.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
3.PRIVATE STORM LINE TO BE PERMITTED
UNDER SEPARATE PLUMBING PERMIT.
2
2B
SDLN-16 - PROFILE (PRIVATE)
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-16 - PLAN (PRIVATE)
SCALE: 1" = 40'
314
RIVER TERRACE
PARK
PHASE 2
SDLN-16 PLAN &
PROFILE (PRIVATE)
KEY MAP
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN
SEE S+EET
SDLN
SEE S+EET
1
6
SDMH
1C
6
4
4
6
4
4
P
G
E
5
7
7
712
2+0
0
0+0
0
1+0
0
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
2-YEAR
E
L
=
3
2
4
.
0
0
TRACT D
2+20
1+00
2+00
1C
SDMH
11A
26.27 LF 30" (Ductile Iron)
@ S=0.0240
SDMH
1D
SD
L
N
-
1
SDLN-11
SDLN-1
S
D
L
N
-
3
9
8
7
13
12
11
8
15
14
16
22
17
18
A
SW PERTH RD
19
19
SW
1
6
3
R
D
A
V
E
25-YEA
R
E
L
=
3
3
0
.
5
0
SDCI
1C.1
3:1
3:1
3
:
1
3
:
1
TRACT D
S
D
21
9
LOW FLOW
OUTFALL INTO
WQ SWALE
IE=324.00 HIGH FLOW OUTFALL
IE OUT =322.50
TOE OF
SLOPE
ASPHALT MAINTENANCE ACCESS
GRADING DETAILS SEE SHEET 316
ROAD SECTION PER SHEET 105
OUTFALL
IE=317.58
8x20.5x3.5
DAYLIGHT STRUCTURAL
DRAIN PIPE
3x2x3.5
15
16
23
SDMH
1B
1+
4
3
2
+
0
0
3+00
13
CURB NOTCH,
30FT SPACING PER
DETAIL SHEET 317
CURB NOTCH,
30FT SPACING PER
DETAIL SHEET 317
CURB NOTCH,
30FT SPACING PER
DETAIL SHEET 317
DETENTION POND ACCESS
GRADING DETAIL SEE SHEET 317
ROAD SECTION PER SHEET 105
CURB NOTCH,
30FT SPACING PER
DETAIL SHEET 317
10
SDDI
11A.1
SDDI
11A.2
6
13
SDL
N
-
H
I
G
H
F
L
O
W
22
SDMH
HIGH FLOW
INSTALL
11.25° BEND
6
A
10
INSTALL
11.25° BEND
INSTALL
90° BEND
6
INSTALL 90° BEND
9
3x2x3.5
DAYLIGHT WALL
DRAIN PIPE
15 22
SD
22
15
DAYLIGHT WALL
DRAIN PIPE
SDMH
1A
310
320
330
340
350
310
320
330
340
350
0+00 1+00 2+00
2-YEAR EL=324.00
25-YEAR EL=330.50
POND BOTTOM EL=322.00
WQ SWALE
POND WALL
POND WALL
3:1 SLOPE
310
320
330
340
310
320
330
340
-0+25 0+00 1+00 2+00
BOTTOM OF
POND EL=322.00
12" INFLOW
PIPE
SWALE 131.00'
TOP OF SWALE WALL
TOP OF SWALE
GROWING MEDIUM
WQ STORM ELEVATION
CHECK DAM PER DETAIL,
SEE SHEET 316
44FT SPACING
RIP RAP PER DETAIL,
SEE SHEET 316
-0.5%
CONCRETE STILLING BASIN
PER DETAIL, SEE SHEET 316
SWALE GROWING
MEDIA EL=324.66'
CONCRETE BOTTOM 2.00'
WALL & SWALE SLOPE =
FLAT BOTTOM
SD
M
H
1
1
A
24
"
I
E
I
N
=
3
1
7
.
9
6
(
E
)
24
"
I
E
O
U
T
=
3
1
7
.
7
6
(
W
)
ST
A
=
1
+
8
3
.
9
6
(
S
D
L
N
-
1
1
)
RI
M
=
3
3
3
.
9
5
SU
M
P
3
1
5
.
7
6
SD
D
I
1
1
A
.
1
24
"
I
E
I
N
=
3
1
8
.
2
5
(
E
)
24
"
I
E
O
U
T
=
3
1
8
.
0
5
(
W
)
ST
A
=
2
+
0
1
.
7
8
(
S
D
L
N
-
1
1
)
RI
M
=
3
2
4
.
4
2
SD
D
I
1
1
A
.
2
24
"
I
E
O
U
T
=
3
1
8
.
2
5
(
W
)
ST
A
=
2
+
0
9
.
2
8
(
S
D
L
N
-
1
1
)
RI
M
=
3
2
2
.
0
0
295
300
310
320
330
340
295
300
310
320
330
340
0+75 1+00 2+00 2+75
IE=317.58
BOTTOM POND
36.08 LF
24" (Ductile Iron)
@ S=0.0050
12"SD/24"SD
4.00' CLR
17.82 LF 24" (Ductile Iron)
@ S=0.0050
7.50 LF
24" (Ductile Iron)
@ S=0.0000
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
CAST-IN-PLACE
RETAINING WALL
AND FOOTING
0.50'
20.50'
2:1
WETLAND
BUFFER
WATER STOP
3:1
6.27' BENCH
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
5
)
W
Q
F
a
c
i
l
i
t
y
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
5
J
u
l
0
8
,
2
0
2
5
-
2
:
3
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
315
RIVER TERRACE
PARK
PHASE 2
WQ FACILITY
NOTES:
1.SWALE LENGTH TO BE 131 FT
2.SWALE SLOPE TO BE 0.5%
3.INSTALL 2 CONCRETE FLOW SPREADERS
4.REFER TO STRUCTURAL PLANS FOR WATER QUALITY
SWALE RETAINING STRUCTURE DESIGN
PROVIDE HIGH DENSITY JUTE MAT
(COCONUT FIBER OR GEOJUTE
PLUS) WITHIN TREATMENT AREA
WQ-STORM ELEVATION 1.0' MIN
TREATMENT
DEPTH: 0.50'
(TYPICAL CROSS SECTION)
WATER QUALITY SWALE
24" MIN AMENDED TOP SOIL
MIX, SEEDED AND PLANTED
PER LANDSCAPE PLANS
3.00'-3.66'
6" PERFORATED PIPE WITH DRAIN
ROCK AND GEOTEXTILE FABRIC
1.00'
MIN
322.00' BOTTOM OF POND
TOP OF WALL VARIES
REFER TO STRUCTURAL PLANS FOR
REINFORCEMENT DESIGN, TYP.
1.00'
MIN
WQ FLOW WIDTH = 14.00'
POND CROSS SECTION A-A - PROFILE
SWALE - PROFILE
POND OUTLET (SDLN-11) - PROFILE
STORM NOTES:
INSTALL 60" FLOW CONTROL STRUCTURE PER
CWS NO. 270, SHEET D3.04.
INSTALL STANDARD CLEANOUT PER CWS DWG
NO. 500 & 510, SHEET D3.02.
INSTALL DETENTION POND PER CWS DWG NOS.
700 & 701, SHEET D3.04. SEE TABLE THIS
SHEET FOR CROSS SECTION.
INSTALL 17'x13'x3.5' CLASS 200 RIPRAP
STILLING BASIN PER CWS DWG NO. 790, SHEET
D3.04 AND RIP RAP STILLING BASIN DETAIL,
SHEET 316.
INSTALL CLASS 50 SWALE OUTFALL RIP RAP
PER CWS DWG NO. 790, SHEET D3.04 AND
SWALE RIP RAP OUTFALL DETAIL, SHEET 316.
INSTALL NON SUMPED DITCH INLET PER CWS
DETAIL 390, SHEET D3.06.
INSTALL 14' x 131' WATER QUALITY SWALE IN
CONCRETE BOX PER CWS DWG NOS. 705 & 706,
SHEET D3.04 AND TYPICAL WATER QUALITY
SWALE DETAIL THIS SHEET. SEE SWALE
PROFILE THIS SHEET. DWOEL CONCRETE
SWALE BOX INTO POND WALL
INSTALL CONCRETE STILLING BASIN PER
DETAIL, SHEET 316.
INSTALL CONCRETE CHECK DAM PER CWS DWG
NO. 762, SHEET D3.04.
INSTALL PERFORATED PIPE OUTLET THROUGH
SWALE WALL. DAYLIGHT TO BOTTOM OF POND.
INSTALL 6" PVC PERFORATED PIPE PER CWS
DWG NO. 740, SHEET D3.03.
INSTALL STEEL CASING SLEEVE THROUGH
WALL AND GROUT AROUND PIPE FOR WATER
TIGHT SEAL.
INSTALL CONCRETE 100-YR STORM EMERGENCY
OVERFLOW PER DETAIL, SHEET 316.
INSTALL CLASS 200 RIP RAP (22' WIDE x 68'
LONG x 3.5' DEEP) AT 3:1 SLOPE ON 8-OZ
NONWOVEN GEOTEXTILE FABRIC PER CWS
DWG NO. 790, SHEET D3.04.
INSTALL REMOVABLE BOLLARD PER CWS DWG
NO. 791, SHEET D3.04.
INSTALL MAINTENANCE ACCESS GATE PER CWS
DWG NO. 792, SHEET D3.05.
INSTALL CONCRETE COLLAR THROUGH WALL
PER ALLAN BLOCK PIPE OUTLET DETAIL, SHEET
D3.06.
INSTALL WATER STOP PER DETAIL THIS SHEET.
1C
6
8
9
10
11
12
13
14
15
16
17
18
19
WATER QUALITY POND - PLAN
SCALE
1 INCH = 30 FEET
30 15 3000
21
7
22
NOTE: CONTRACTOR TO CONNECT WALL
3 DRAIN PIPE INTO WALL 2 DRAIN PIPE.
WATER STOP TO BE A MINIMUM OF 2 FT WIDE AND EXTEND
A MINIMUM OF 2 FEET BEYOND THE PIPE ZONE BACKFILL IN
ALL DIRECTIONS. WATER STOPS TO BE MADE OF A
CEMENT-BENTONITE MIX OF 30 GALLONS OF WATER PER
ONE 94-POUND SACK OF CEMENT AND APPROXIMATELY 25
POUNDS OF POWDERED BENTONITE. INSPECTION OF
WATER STOP CONSTRUCTION BY CITY INSPECTOR AND
GEOTECHNICAL ENGINEER IS REQUIRED.
PIPE BACKFILL
NATIVE SOIL
STORM MAIN,
SIZE VARIES
2' MIN.
2' MIN.
2' MIN.
WATER STOP
23
AC=332.00
AC=332.00
AC=332.00
AC=332.00
AC=331.50
AC=331.50
AC=331.50
AC=331.504.
1
7
%
4.
1
7
%
4.
1
7
%
4.
1
7
%
12
.
0
0
'
12
.
0
0
'
TRACT D
10
.
0
0
'
6" 4000 PSI
CONCRETE
2-YEAR
E
L
=
3
2
4
.
0
0
TRACT D
25-YEA
R
E
L
=
3
3
0
.
5
0
TRACT D
TRACT D
10.
2
%
10.
2
%
8.8%
8.6%
0.0%
0.4%
0
.
0
%
0.0
%
EL:332.00
EL:332.00
EL:322.00
EL:322.00
EL:332.00
TIE IN TO
EX:332.00
EL:344.98
EL:345.11
EL:332.00
EL:332.00
EL:332.18
EL:332.18
EL:339.22
EL:340.17
EL:340.16TIE IN TO
EX:339.22
13.2%
7.5%
14.4%
14.3%
0
.
0
%
1.
2
%
1.2%
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
5
)
W
Q
F
a
c
i
l
i
t
y
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
6
J
u
l
0
8
,
2
0
2
5
-
2
:
3
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
316
RIVER TERRACE
PARK
PHASE 2
WQ DETAILS
SWALE OUTFALL RIP RAP
SWALE OUTFALL RIPRAP SECTION B-B
B
A
A
B
BOTTOM OF POND
EL=322.00
RIP RAP
3.0'
1.0'
CONCRETE NOTCH
EL=323.35
4.0' WIDE CONCRETE NOTCH TO
MATCH BOTTOM OF POND ELEVATION
RIP RAP STILLING BASIN
EL=323.35
TOP OF SWALE WALL
EL=325.0
WQ STORM ELEVATION
IN SWALE
EL=323.85
6.0'
14.0'
1.0'
SWALE
WALL
0.5' CHECK
DAM
WQ SWALE
CLASS 50
ROCK RIPRAP
B
A
A
B
CONCRETE
STILLING
BASIN
BOTTOM OF POND
12" INFLOW PIPE
TOP OF CONCRETE
STILLING BASIN
CHECK DAM
BOTTOM OF CONCRETE STILLING BASIN
EL=323.50
0.5'
14.0'
6.0'
BOTTOM OF POND
TOP OF SWALE GROWING MEDIA
12" INFLOW PIPE
RIP RAP AT ELEVATION OF BOTTOM OF POND
10.0'
14.0'
SWALE OUTFALL RIPRAP SECTION A-A
CONCRETE NOTCH
RIP RAP OUTFALL CHECK DAM
WQ SWALE
WQ STORM ELEVATION
TOP OF SWALE WALL
3.6'
1.5'
0.5'
0.5' CHECK
DAM
12" INFLOW PIPE
TOP OF SWALE WALL
CONCRETE STILLING BASIN
CONCRETE STILLING BASIN SECTION B-B
CONCRETE STILLING BASIN SECTION A-A
DOWEL SWALE
WALL AND CHECK
DAMS INTO POND
WALL TYP.
DOWEL SWALE WALL AND CHECK
DAMS INTO POND WALL TYP.
DOWEL SWALE WALL, CHECK
DAMS, AND STILLING BASIN INTO
POND WALL
DOWEL SWALE WALL,
CHECK DAMS, AND STILLING
BASIN INTO POND WALL
POND WALL
POND WALL
POND WALL
POND WALL
1.0'
SWALE
WALL
ROCK RIPRAP STILLING BASIN
N.T.S.
24" DI
PLAN VIEW
2'
10'
SECTION B-B
8'
2'
SECTION A-A
24
"
D
I
3.
5
'
17' x 13' x 3.5'
CLASS 200
ROCK RIPRAP 17' x 13' x 3.5'
CLASS 200
ROCK RIPRAP
LINE WITH
GEOTEXTILE
FABRIC
HEADWALL
LINE WITH
GEOTEXTILE
FABRIC
CLASS 200
ROCK RIPRAP
17
'
13'
2.5'2.5'
13'
3.5'3.5'
17'
0.
5
'
100-YEAR EMERGENCY OVERFLOW
MAINTENANCE ACCESS GRADING DETAIL
3.6'
WQ SWALE CONCRETE
15'2'2'
EMERGENCY OVERFLOW CROSS-SECTION B-B
N.T.S.
3:1 SLOPE3:1 SLOPE
RIPRAP SIZED PER
CWS DWG 820
CLASS 200
ROCK RIPRAP
NATIVE FILL
0.5'
2'
3.
5
'
WQ STORM ELEVATION
TOP OF SWALE WALL
TOP OF SWALE GROWING MEDIA
3.6'
6
4
4
6
4
4
SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
TRACT DTRACT D
S
D
AC:335.28
AC:333.50
TW:333.00
AC:332.50
TW:333.18
AC:332.68
TW:332.68
AC:332.18
TW:332.50
AC:332.00
TW:332.68
AC:332.18
TW:332.50
AC:332.00
TW:332.68
AC:332.18
3.
2
%
0.
7
%
0.0
%
0.
0
%
TW:334.67
AC:334.17
TW: 334.84
AC:334.34
6.
3
%
3.
3
%
7.
5
%
11.8%
0.3%
AC:332.00
TW:334.71
AC:334.21
GB
GB
GB
G
B
SW PERTH RD
SW
1
6
3
R
D
A
V
E
1.5%
1
.
5
%
1.5
%
1.5%
1.5%
CURB NOTCH, 30FT SPACING
PER DETAIL THIS SHEET
CURB NOTCH, 30FT SPACING
PER DETAIL THIS SHEET
CURB NOTCH, 30FT SPACING
PER DETAIL THIS SHEET
CURB NOTCH, 30FT SPACING
PER DETAIL THIS SHEET
SD
SD
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
3
1
5
)
W
Q
F
a
c
i
l
i
t
y
P
&
P
.
d
w
g
-
S
H
E
E
T
:
3
1
7
J
u
l
0
8
,
2
0
2
5
-
2
:
3
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
317
RIVER TERRACE
PARK
PHASE 2
WQ DETAILS
DETENTION POND ACCESS GRADING DETAIL
SCALE
1 INCH = 30 FEET
30 15 3000
18"
45°'
CURB NOTCH DETAIL
N.T.S.
DETENTION POND
ACCESS ROAD
POND WALL
D3.01
RIVER TERRACE
PARK
PHASE 2
STORM
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
3
.
0
1
)
S
T
O
R
M
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
3
.
0
1
J
u
n
1
3
,
2
0
2
5
-
2
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
D3.02
RIVER TERRACE
PARK
PHASE 2
STORM
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
3
.
0
1
)
S
T
O
R
M
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
3
.
0
2
J
u
n
1
3
,
2
0
2
5
-
2
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
D3.03
RIVER TERRACE
PARK
PHASE 2
STORM
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
3
.
0
1
)
S
T
O
R
M
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
3
.
0
3
J
u
n
1
3
,
2
0
2
5
-
2
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
D3.04
RIVER TERRACE
PARK
PHASE 2
STORM
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
3
.
0
1
)
S
T
O
R
M
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
3
.
0
4
J
u
n
1
3
,
2
0
2
5
-
2
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
317.96
317.76
24
1
317.76
2.45
N/A
N/A
N/A
N/A
330.50
333.95
*SEE OVERFLOW WEIR DETAIL THIS SHEET
FLOW CONTROL WEIR DETAIL
OVERFLOW EL=330.5
0.52'
0.56'
BOTTOM OF WEIR
EL=329.94
09/04/24 FLOW CONTROL
MH5
5
D3.05
RIVER TERRACE
PARK
PHASE 2
STORM
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
3
.
0
1
)
S
T
O
R
M
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
3
.
0
5
J
u
n
1
3
,
2
0
2
5
-
2
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
8.5"
324.36
D3.06
RIVER TERRACE
PARK
PHASE 2
STORM
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
3
.
0
1
)
S
T
O
R
M
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
3
.
0
6
J
u
n
1
3
,
2
0
2
5
-
2
:
4
1
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
ALLAN BLOCK PIPE OUTLET DETAIL
295
300
310
320
330
340
350
295
300
310
320
330
340
350
0+501+002+003+004+005+00
SS
M
H
I
2
ST
A
=
4
+
7
0
.
0
8
,
5
.
0
0
'
L
(S
W
A
L
L
O
W
)
8"
I
E
O
U
T
=
3
3
6
.
8
5
(
S
)
ST
A
=
4
+
6
6
.
1
6
(
S
S
L
N
-
I
)
RI
M
=
3
5
0
.
4
1
156.34 LF 8" (PVC)
@ S=0.0043 0.0058
SS
M
H
I
1
ST
A
=
3
+
1
3
.
7
4
,
5
.
0
0
'
L
(S
W
A
L
L
O
W
)
8"
I
E
I
N
=
3
3
6
.
1
8
(
N
)
8"
I
E
O
U
T
=
3
3
5
.
9
8
(
S
)
ST
A
=
3
+
0
9
.
8
2
(
S
S
L
N
-
I
)
RI
M
=
3
4
6
.
1
9
209.8
2
L
F
8
"
(
P
V
C
)
@ S=0
.
0
7
0
4
0
.
0
6
8
8
SS
M
H
A
4
ST
A
=
2
8
+
1
1
.
2
5
,
3
.
9
2
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
2
1
.
2
1
(
E
)
8"
I
E
I
N
=
3
2
1
.
2
1
(
N
)
8"
I
E
O
U
T
=
3
2
1
.
0
1
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
I
)
RI
M
=
3
3
0
.
0
8
FINISH GRADE @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
EXISTING GROUND @
PIPE CENTERLINESTORM LATERAL,
TYP.
SANITARY LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
WATER LINE,
TYP.
33
5
.
9
5
33
5
.
6
4
32
0
.
5
6
SANITARY LATERAL TABLE
LOT #
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
STATION
4+60.34 (SSLN-I)
4+06.26 (SSLN-I)
3+73.07 (SSLN-I)
3+26.55 (SSLN-I)
2+83.42 (SSLN-I)
2+26.13 (SSLN-I)
1+91.52 (SSLN-I)
1+63.62 (SSLN-I)
4+57.34 (SSLN-I)
4+10.89 (SSLN-I)
3+70.07 (SSLN-I)
3+22.55 (SSLN-I)
2+86.42 (SSLN-I)
2+29.83 (SSLN-I)
1+88.52 (SSLN-I)
1+60.62 (SSLN-I)
LENGTH
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.03'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
SLOPE
29.42%
28.19%
28.00%
22.27%
20.64%
21.52%
9.69%
9.65%
7.50%
8.20%
8.80%
9.50%
9.00%
13.03%
5.83%
4.01%
IE AT MAIN
336.99
336.76
336.61
336.42
334.29
330.25
327.82
325.85
336.98
336.78
336.60
336.40
334.50
330.51
327.60
325.64
IE AT LOT
345.23
344.65
344.45
342.65
340.07
336.28
330.53
328.56
339.83
339.89
339.95
340.01
337.92
335.46
329.82
327.17
DEPTH
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
11.39'
10.79'
10.35'
9.26'
7.95'
5.00'
6.00'
7.28'
6
4
4
6
4
4
644
644
6
4
4
6
4
4
71
2
71
2
W
W
W
W
W
W
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
S
D
S
D
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
39
32 33 34 35 36 38
312928272625
21
22
23
TRACT C
30
37
24
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PHASE BOUNDARYRIVER TERRACE PARK
PHASE 1
PHASE BOUNDARYRIVER TERRACE PARK
FUTURE PHASE
X
S
D
D
S
S C
XS
S
XS
S
XS
S
XS
S
XS
S
XS
S
(TYP.)
2 111
SSMH
I2
SSMH
I1
SSMH
A4
5+32
1+002+003+004+005+00
SSMH
A5
EX SSCO
A3
EX SSMH
C2
SSLN-I
SS
L
N
-
A
(TYP.)
2
1+002+003+004+004+66
W
W
W
W
W
W
W
W
W
S
C
S
C
S
C
S
C
S
C
S
C
S
C
S
C
S C
SD
S
D
.E< 0AP
401SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-I - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLN-I - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
1
)
S
S
L
N
-
I
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
1
J
u
l
0
8
,
2
0
2
5
-
2
:
4
4
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-I PLAN & PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
GENE5AL N2TES
SSLN-A
SEE SHEET 402
1
2
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
3.PROVIDE BACKFLOW PREVENTER DEVICE
PER OREGON PLUMBING SPECIALTY CODE.
21.4%
333.9
342.8 7.5'
16.9%341.3 8.4'
15.1%340.6 8.8'
15.6%340.3 7.4'
9.3%336.5 8.6'
1.2%330.4 10.9'
15.2%342.9 8.3'
14.2%342.2 8.5'
14.9%342.2 8.1'
12.2%341.1 8.2'
5.7%332.5 8.0'
2.4%328.4 7.4'
11.3%330.8 4.7'
10.6%329.7 4.8'
*
* MISSING BOARD
SS
M
H
A
4
ST
A
=
2
8
+
1
1
.
2
5
,
3
.
9
2
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
2
1
.
2
1
(
E
)
8"
I
E
I
N
=
3
2
1
.
2
1
(
N
)
8"
I
E
O
U
T
=
3
2
1
.
0
1
(
W
)
ST
A
=
2
+
3
5
.
0
0
(
S
S
L
N
-
A
)
RI
M
=
3
3
0
.
0
8
305
310
320
330
340
350
360
370
380
305
310
320
330
340
350
360
370
380
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
EX SSCO A3
STA: 1+25.00, 0.00 '
(SSLN-A)
RIM=321.49
8" IE OUT=310.82 (W)
SS
M
H
A
8
ST
A
=
3
1
+
9
1
.
8
0
,
4
.
6
9
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
4
0
.
2
7
(
E
)
8"
I
E
I
N
=
3
4
0
.
2
7
(
N
E
)
8"
I
E
O
U
T
=
3
4
0
.
0
7
(
N
W
)
ST
A
=
6
+
1
5
.
2
1
(
S
S
L
N
-
A
)
RI
M
=
3
5
9
.
7
4
110.00
L
F
8
"
(
P
V
C
)
@ S=0.
0
9
2
6
0
.
0
8
8
5
98.89 LF 8" (PVC)
@ S=0.0908 0.0868
SS
M
H
A
5
ST
A
=
2
9
+
0
9
.
4
1
,
3
.
9
8
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
3
1
.
1
8
(
S
E
)
8"
I
E
O
U
T
=
3
3
0
.
1
8
(
W
)
ST
A
=
3
+
3
3
.
8
9
(
S
S
L
N
-
A
)
RI
M
=
3
4
0
.
0
3
91.46 LF 8" (PVC
)
@ S=0.0283 0.032
0
SS
M
H
A
6
ST
A
=
3
0
+
0
0
.
2
1
,
2
.
7
8
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
3
3
.
9
7
(
S
E
)
8"
I
E
I
N
=
3
3
3
.
9
7
(
N
)
8"
I
E
I
N
=
3
3
3
.
9
7
(
S
)
8"
I
E
O
U
T
=
3
3
3
.
7
7
(
N
W
)
ST
A
=
4
+
2
5
.
3
5
(
S
S
L
N
-
A
)
RI
M
=
3
4
5
.
7
5
99.78 LF 8"
(
P
V
C
)
@ S=0.0425
0
.
0
4
2
6
90.09 LF 8" (C-900)
@ S=0.0184 0.0209
SS
M
H
A
7
ST
A
=
3
0
+
9
9
.
8
1
,
5
.
4
3
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
3
8
.
4
1
(
S
E
)
8"
I
E
O
U
T
=
3
3
8
.
2
1
(
N
W
)
ST
A
=
5
+
2
5
.
1
3
(
S
S
L
N
-
A
)
RI
M
=
3
5
1
.
3
4
52.11 LF 8" (C-900)
@ S=0.0040
SS
M
H
A
9
ST
A
=
3
2
+
4
4
.
9
0
,
6
.
0
1
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
4
1
.
3
7
(
E
)
8"
I
E
I
N
=
3
4
0
.
6
8
(
S
)
8"
I
E
O
U
T
=
3
4
0
.
4
8
(
W
)
ST
A
=
6
+
6
7
.
3
2
(
S
S
L
N
-
A
)
RI
M
=
3
6
2
.
0
6
70.86
L
F
8
"
(
P
V
C
)
@ S=0
.
1
3
7
1
0
.
1
2
9
6
SS
M
H
A
1
0
ST
A
=
3
3
+
1
6
.
9
7
,
4
.
6
0
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
5
1
.
2
9
(
E
)
8"
I
E
O
U
T
=
3
5
1
.
0
9
(
W
)
ST
A
=
7
+
3
8
.
1
8
(
S
S
L
N
-
A
)
RI
M
=
3
6
3
.
5
9
246.37 LF 8" (PVC)
@ S=0.0095 0.0120
122.00 LF 8"
@ S=0.0926
CLASS 'B' GRANULAR BACKFILL & BEDDING
EXISTING GROUND @
PIPE CENTERLINE
SANITARY LATERAL,
TYP.
FINISH GRADE @
PIPE CENTERLINE
STORM LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
12"SD/8"SS
0.54' CLR
8"WT/8"SS
1.44' CLR
32
0
.
5
6
33
0
.
8
4
32
9
.
7
9
33
3
.
6
4
33
3
.
5
3
33
8
.
1
9
33
7
.
8
9
34
0
.
5
7
35
0
.
6
7
35
0
.
5
5
SANITARY LATERAL TABLE
LOT #
122
123
124
125
STATION
8+64.12 (SSLN-A)
8+32.78 (SSLN-A)
7+69.69 (SSLN-A)
7+43.18 (SSLN-A)
LENGTH
38.37'
36.86'
36.84'
36.78'
SLOPE
28.00%
27.00%
26.00%
27.00%
IE AT MAIN
352.65
352.35
351.75
351.50
IE AT LOT
363.39
362.30
361.33
361.43
DEPTH
14.02'
12.24'
11.13'
11.31'
*
*
*
*
SD
SD
S
D
SD
SD
SD SD SD SD SD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
S
S
S
S
S
SS SS SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
6
4
4
6
4
4
6
4
4
712
712
71
2
712
6
4
4
6
4
4
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
W
81
39
31
40
41
42
49
48
7576777879
8.00'
PUE, TYP.
RIVER
TERRACE
PARK
PHASE 1
PHASE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
SCXSS
2A
1
SSMH
A4
2+
8
1
1+
0
0
2+
0
0
PHASE BOUNDARY
4
EX SSCO
A3 SSMH
A5
SSMH
A6
SSMH
A7
SSMH
A8
SSMH
A9
SSMH
A10
3
1
1
1
1
1 1
8.00'
PUE, TYP.
8.00'
PUE, TYP.
80
SSLN-A
SSLN-A
SS
L
N
-
E
SS
L
N
-
D
SS
L
N
-
D
SS
L
N
-
I
126
124
TRACT I
122123
142
143
125
TRACT I
124 123 122
8.00'
PUE, TYP.
27+00 28+00
29+00
30
+
0
0
3
1
+
0
0
32+0
0
33+00 34+00
1+00 2+00
3+00
4+
0
0
5
+
0
0
6+
0
0
7+00 8+00 9+00
126
SSCO
H1
SSL
N
-
H
SD
SC
SC
SC
SD
2A2A
SD
SD
S
D
S
D
S
D
SD
CLEANOUT
NOT INSTALLED
1
SSMH
H1
315
320
330
340
350
360
370
380
390
315
320
330
340
350
360
370
380
390
0+50 1+00 2+00 3+00
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR
BACKFILL & BEDDING
SANITARY LINE,
TYP.
SS
M
H
H
1
ST
A
=
3
3
+
1
8
.
3
9
,
1
4
5
.
4
6
'
L
(P
E
R
T
H
)
8"
I
E
O
U
T
=
3
7
6
.
4
0
(
S
W
)
ST
A
=
2
+
7
1
.
4
6
(
S
S
L
N
-
H
)
RI
M
=
3
8
9
.
4
1
SS
M
H
A
8
ST
A
=
3
1
+
9
1
.
8
0
,
4
.
6
9
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
4
0
.
2
7
(
E
)
8"
I
E
I
N
=
3
4
0
.
2
7
(
N
E
)
8"
I
E
O
U
T
=
3
4
0
.
0
7
(
N
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
H
)
RI
M
=
3
5
9
.
7
4
171.46 LF
8" (PVC)
@ S=0.2107
STORM LINE,
TYP.
34
0
.
5
7
38
7
.
6
3
37
4
.
9
8
0.2007
45° BEND
IE AT LOT LOCATION
HOUSE
PL PUE
BACK OF
WALL
SAN.
MAIN
4" SAN. LA
T
E
R
A
L
UTILITY
ZONE
12" KEYSTONE WALL
LATERAL 1.00'
BELOW GEOGRID
8.00'1.50'
SW PERTH RD
WALL EMBEDDED
4.00' BELOW FG
6.50' GEOGRID
5.00'
INSTALL STEEL CASING
SLEEVE UNDER WALL
AND GEOGRID
.E< 0AP
402SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-A - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLN-A & SSLN-H - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
2
)
S
S
L
N
-
A
&
S
S
L
N
-
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
2
J
u
l
1
1
,
2
0
2
5
-
8
:
1
3
a
m
k
a
r
l
a
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-A & SSLN-H
PLAN & PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01 AND LATERAL BEND DETAIL, THIS SHEET.
SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
INSTALL STANDARD CLEANOUT PER CWS DWG
500 & 510, SHEET D4.02.
REMOVE EXISTING CLEANOUT AND EXTEND
SANITARY SEWER LINE. CONTRACTOR TO
IDENTIFY I.E. AT END AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
SSLN-I
SEE SHEET 401
1* LATERAL TO SERVE FUTURE PHASE LOT
SSLN-H - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLN-E
SEE SHEET 406
SSLN-D
SEE SHEET 405
SS
L
N
-
A
SE
E
S
H
E
E
T
40
3
3
4
*ENE5AL N2TES
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
LATERAL BEND DETAIL
NOT TO SCALE
2A
8+34.9
53.8'XX.X%352.4 XXX.X X.X'
58.3'
58.6'
53.4'
352.0
351.2
350.9
SANITARY LATERAL TABLE
LOT #
82
83
84
85
120
121
STATION
11+71.34 (SSLN-A)
11+31.94 (SSLN-A)
10+77.29 (SSLN-A)
10+19.03 (SSLN-A)
9+89.65 (SSLN-A)
9+22.36 (SSLN-A)
LENGTH
34.40'
34.40'
34.40'
36.90'
38.40'
39.88'
SLOPE
27.20%
31.63%
32.25%
32.00%
32.00%
30.00%
IE AT MAIN
357.75
356.96
355.86
354.69
354.10
353.20
IE AT LOT
367.10
367.84
366.95
366.49
366.39
365.17
DEPTH
5.00'
5.00'
5.00'
10.31'
12.68'
14.41'
*
*
TR
A
C
T
G
SD SD SD SD
SD
S
D
S
S
S
S
S
S
SS SS SS SS SS SS SS
SS
6
4
4
6
4
4
6
4
4
6
4
4
712
712
W W W W W W W W
W
W
W82838485
69 67737271706875
(TYP.)
21
1
SSMH
A11
SSMH
A12
RIVER TERRACE PARK
FUTURE PHASE PHASE BOUNDARY
SITE
BOUNDARY
74
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SS
L
N
-
A
SSLN-A
120
121
120
38+1735+00 36+00 37+00 38+00
9+00 10+00 11+00 12+00
1
3
+
0
0
8.00'
PUE, TYP.
SD SD
2A2A
S
D
S
D
S
D
S
D
330
340
350
360
370
380
330
340
350
360
370
380
9+00 10+00 11+00 12+00 12+75
246.37 LF
8" (PVC)
@ S=0.0095 0.0120
SS
M
H
A
1
1
ST
A
=
3
5
+
6
3
.
3
4
,
4
.
6
0
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
3
5
3
.
8
3
(
E
)
8"
I
E
O
U
T
=
3
5
3
.
6
3
(
W
)
ST
A
=
9
+
8
4
.
5
5
(
S
S
L
N
-
A
)
RI
M
=
3
6
8
.
9
5
243.87 LF 8" (PVC)
@ S=0.0201 0.0179
SS
M
H
A
1
2
ST
A
=
1
2
+
2
8
.
4
3
,
0
.
0
0
'
(S
S
L
N
-
A
)
8"
I
E
I
N
=
3
5
8
.
9
3
(
N
)
8"
I
E
O
U
T
=
3
5
8
.
7
3
(
W
)
ST
A
=
1
2
+
5
0
.
5
0
(
1
6
1
S
T
)
RI
M
=
3
7
1
.
6
3
139.01
L
F
8" (P
V
C
)
@ S=0.
1
0
0
3
0
.
1
0
5
2
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
SANITARY LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
WATER LINE,
TYP.
35
8
.
1
9
35
8
.
4
5
45° BEND
IE AT LOT LOCATION
HOUSE
PL PUE
BACK OF
WALL
SAN.
MAIN
4" SAN. LA
T
E
R
A
L
UTILITY
ZONE
12" KEYSTONE WALL
LATERAL 1.00'
BELOW GEOGRID
8.00'1.50'
SW PERTH RD
WALL EMBEDDED
4.00' BELOW FG
6.50' GEOGRID
5.00'
INSTALL STEEL CASING
SLEEVE UNDER WALL
AND GEOGRID
.E< 0AP
403SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-A - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
2
)
S
S
L
N
-
A
&
S
S
L
N
-
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
3
J
u
l
0
8
,
2
0
2
5
-
2
:
4
5
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-A PLAN &
PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01 AND LATERAL BEND DETAIL, THIS SHEET.
SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
1
2
* LATERAL TO SERVE FUTURE PHASE LOT
SSLN-A
SEE SHEET 404
SS
L
N
-
A
SE
E
S
H
E
E
T
40
2
SSLN-A - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENE5AL N2TES
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
LATERAL BEND DETAIL
NOT TO SCALE
2A
37.0%357.3 370.0 2.1'
10+15.7 65.2'
9+19.1
64.8'
64.3'353.0
36.3%356.6 369.5 3.4'
22.6%363.4 8.5'
1+
0
0
S
D
SDSDSD
SD
SS
S
S
S
S
SSSSSSSSSS
SS
SS
SS
P
G
E
5
7
7
W
W
W
W
W
W
W
W
W
W
W
W
W
90 89 82
14+0015+00
1
SSMH
A14
1 1
SSMH
A13
SSMH
A12
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SSLN-A
SS
L
N
-
A
SS
L
N
-
G
SS
L
N
-
A
SDSDSD
1
2
+
0
0
13+0014+0015+0016+00
SD
S C
SD
335
340
350
360
370
380
390
400
410
420
335
340
350
360
370
380
390
400
410
420
12+0013+0014+0015+0016+0016+50
102.00 LF
8" (PVC)
@ S=0.0046
SS
M
H
A
1
4
ST
A
=
1
6
+
0
8
.
9
3
,
0
.
0
0
'
(S
S
L
N
-
A
)
8"
I
E
I
N
=
4
0
4
.
5
3
(
W
)
8"
I
E
O
U
T
=
4
0
4
.
3
3
(
S
)
ST
A
=
1
6
+
2
9
.
5
0
(
1
6
1
S
T
)
RI
M
=
4
1
2
.
1
9
24
0
.
0
0
L
F
8
"
(
P
V
C
)
@
S
=
0
.
1
3
0
3
0
.
1
2
7
9
243.87 LF
8" (PVC)
@ S=0.0201 0.0179
SS
M
H
A
1
2
ST
A
=
1
2
+
2
8
.
4
3
,
0
.
0
0
'
(S
S
L
N
-
A
)
8"
I
E
I
N
=
3
5
8
.
9
3
(
N
)
8"
I
E
O
U
T
=
3
5
8
.
7
3
(
W
)
ST
A
=
1
2
+
5
0
.
5
0
(
1
6
1
S
T
)
RI
M
=
3
7
1
.
6
3
139.
0
1
L
F
8
"
(
P
V
C
)
@ S
=
0
.
1
0
0
3
0
.
1
0
5
2
SS
M
H
A
1
3
ST
A
=
1
3
+
6
8
.
9
3
,
0
.
0
2
'
R
(S
S
L
N
-
A
)
8"
I
E
I
N
=
3
7
3
.
0
6
(
N
)
8"
I
E
I
N
=
3
7
3
.
0
6
(
W
)
8"
I
E
O
U
T
=
3
7
2
.
8
6
(
S
)
ST
A
=
1
3
+
8
9
.
5
0
(
1
6
1
S
T
)
RI
M
=
3
8
2
.
9
3
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LINE,
TYP.
SANITARY LINE,
TYP.
WATER LINE,
TYP.
STORM LATERAL,
TYP.
38
3
.
2
8
37
3
.
4
9
37
3
.
0
8
37
3
.
6
4
35
8
.
4
5
35
8
.
1
9
S
D
SD
S
S
S
S
SSSS
W
W
W
W
W
W
W
W
90929391
969594
5+934+00 5+00
(TYP.)
2
1
1
SSMH
A16
SSMH
A14
RIVER TERRACE PARK
FUTURE PHASE
PHASE
BOUNDARY
SITE
BOUNDARY
8.00'
PUE, TYP.
8.00'
PUE, TYP.SS
L
N
-
A
SSLN-A
(TYP.)
2
S
D
17+98
1
6
+
0
0
17+00
SS
SD
1
SSMH
A15
375
380
390
400
410
420
430
375
380
390
400
410
420
430
15+7516+0017+0018+0018+25
102.00 LF 8" (PVC)
@ S=0.0046
SS
M
H
A
1
4
ST
A
=
1
6
+
2
9
.
5
0
,
8
.
0
4
'
L
(1
6
1
S
T
)
8"
I
E
I
N
=
4
0
4
.
5
3
(
W
)
8"
I
E
O
U
T
=
4
0
4
.
3
3
(
S
)
ST
A
=
1
6
+
0
8
.
9
3
(
S
S
L
N
-
A
)
RI
M
=
4
1
2
.
1
9
24
0
.
0
0
L
F
8"
(
P
V
C
)
@
S
=
0
.
1
3
0
3
0
.
1
2
7
9
SS
M
H
A
1
6
ST
A
=
3
+
9
5
.
8
7
,
5
.
0
0
'
L
(R
O
S
L
Y
N
)
8"
I
E
O
U
T
=
4
1
2
.
7
0
(
E
)
ST
A
=
1
7
+
9
8
.
3
4
(
S
S
L
N
-
A
)
RI
M
=
4
2
0
.
1
1
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
SANITARY
LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
WATER LINE,
TYP.
87.4
1
L
F
8
"
(
P
V
C
)
@ S=
0
.
0
8
5
9
SS
M
H
A
1
5
ST
A
=
4
+
8
3
.
2
8
,
5
.
0
0
'
L
(R
O
S
L
Y
N
)
8"
I
E
I
N
=
4
0
5
.
2
0
(
W
)
8"
I
E
O
U
T
=
4
0
5
.
0
0
(
E
)
ST
A
=
1
7
+
1
0
.
9
3
(
S
S
L
N
-
A
)
RI
M
=
4
1
3
.
4
7
SANITARY LATERAL TABLE
LOT #
90
91
92
93
94
95
96
STATION
16+67.10 (SSLN-A)
16+94.88 (SSLN-A)
17+37.57 (SSLN-A)
17+93.34 (SSLN-A)
17+85.34 (SSLN-A)
17+49.39 (SSLN-A)
16+72.72 (SSLN-A)
LENGTH
38.00'
38.00'
38.00'
38.00'
28.03'
28.00'
28.00'
SLOPE
2.00%
2.00%
4.61%
6.00%
12.87%
13.41%
11.49%
IE AT MAIN
404.96
405.09
407.65
412.44
411.75
408.67
404.99
IE AT LOT
405.72
405.85
409.40
414.72
415.36
412.42
408.21
DEPTH
5.93'
6.40'
7.50'
5.00'
5.00'
5.00'
5.00'
.E< 0AP
404SCALE
1 INCH = 40 FEET
40 20 4000
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
2
)
S
S
L
N
-
A
&
S
S
L
N
-
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
4
J
u
l
0
8
,
2
0
2
5
-
2
:
4
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-A PLAN & PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
GENE5AL N2TES
1
SSLN-A
SEE THIS SHEET
SSLN-G
SEE SHEET 408
SSLN-A
SEE SHEET 403
SSLN-A - PLAN
SCALE: 1" = 40'
SSLN-A - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
SSLN-A - PLAN
SCALE: 1" = 40'
SSLN-A
SEE THIS SHEET
SSLN-A - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
2
16+92.7
40.8'
1.3%405.5 6.2'
4.7%409.7 7.2'
10.8%414.9 5.5'
8.7%411.3 6.1'
SANITARY LATERAL TABLE
LOT #
40
41
42
43
44
144
STATION
3+81.87 (SSLN-D)
3+06.18 (SSLN-D)
2+89.78 (SSLN-D)
1+52.58 (SSLN-D)
1+24.38 (SSLN-D)
5+14.29 (SSLN-D)
LENGTH
38.00'
38.00'
38.00'
34.00'
34.00'
38.00'
SLOPE
12.58%
8.90%
8.68%
7.92%
7.78%
15.81%
IE AT MAIN
334.92
335.53
335.66
336.92
337.13
337.01
IE AT LOT
339.70
338.91
338.96
339.62
339.78
343.02
DEPTH
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
*
SD
SD
SD
S
D SD SD SD SD SD
SD
SD
SS
SS
SS
S
S
S
S
S
S
SS SS SS SS SS
SS
SS
644
644
PGE
577
6+45
1+00
2+00
3+004+005+006+00
40 41 42
43
44
TRACT D
8.00'
PUE, TYP.
PHASE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
(TYP.)
2
1
10+00
11+00
12+0013+0014+00
15+00 SSLN-D SSLN-D
SS
L
N
-
A
SS
L
N
-
A
1
SSMH
A6
SSCO
D3
SSMH
D2
SSMH
D1
3
3
SSMH
A7
SITE BOUNDARY
144
(TYP.)
2
W
W
W
W
W
W
W
W
S
C
S
C
1
SDCO
D1.1
CLEANOUT
NOT INSTALLED
1
SSMH
D3
310
320
330
340
350
360
310
320
330
340
350
360
0+501+002+003+004+005+006+006+50
SS
M
H
D
2
ST
A
=
11
+
3
1
.
2
6
,
5
.
7
7
'
L
1
1
+
1
9
.
1
9
,
7
.
1
0
'
L
(1
6
3
R
D
)
8"
I
E
I
N
=
3
3
6
.
2
7
(
S
)
8"
I
E
O
U
T
=
3
3
6
.
0
7
(
N
)
ST
A
=
2
+
1
8
.
2
6
(
S
S
L
N
-
D
)
RI
M
=
3
4
3
.
7
6
113.37 LF 8" (PVC) 101.36
@ S=0.0074 0.0083
SS
M
H
D
1
ST
A
=
10
+
1
8
.
8
7
,
1
.
0
0
'
L
1
0
+
1
8
.
8
7
,
4
.
7
0
'
L
(1
6
3
R
D
)
8"
I
E
I
N
=
3
3
7
.
3
1
(
S
)
8"
I
E
O
U
T
=
3
3
7
.
1
1
(
N
)
ST
A
=
1
+
0
4
.
8
9
(
S
S
L
N
-
D
)
RI
M
=
3
4
4
.
8
0
SS
M
H
A
6
ST
A
=
1
3
+
9
1
.
7
2
,
5
.
0
0
'
L
(1
6
3
R
D
)
8"
I
E
I
N
=
33
3
.
9
7
(
S
E
)
3
3
3
.
6
4
8"
I
E
I
N
=
3
3
3
.
9
7
(
N
)
8"
I
E
I
N
=
3
3
3
.
9
7
(
S
)
8"
I
E
O
U
T
=
33
3
.
7
7
(
N
W
)
3
3
3
.
5
3
ST
A
=
4
+
7
9
.
2
4
(
S
S
L
N
-
D
)
RI
M
=
3
4
5
.
7
5
260.98 LF 8" (PVC) 273.58
@ S=0.0080 0.0077
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
18"SD/8"SS
1.34' CLR
SANITARY LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
10"SD/8"SS
1.49' CLR
149.
9
2
L
F
8
"
(
P
V
C
)
@ S=
0
.
0
8
2
0
SS
M
H
D
3
ST
A
=
1
5
+
4
2
.
2
2
,
2
.
7
7
'
L
(1
6
3
R
D
)
8"
I
E
O
U
T
=
3
4
6
.
2
6
(
S
)
ST
A
=
6
+
3
4
.
7
5
(
S
S
L
N
-
D
)
RI
M
=
3
5
4
.
3
0
35
3
.
6
6
6+
3
4
.
7
5
4+
8
4
.
8
4
2+
1
1
.
2
6
1+
0
9
.
9
0
.E< 0AP
405SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-D - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
5
)
S
S
L
N
-
D
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
5
J
u
l
0
8
,
2
0
2
5
-
2
:
4
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-D PLAN &
PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
INSTALL STANDARD CLEANOUT PER CWS DWG
500 & 510, SHEET D4.02.
SSLN-A
SEE SHEET 402
1
2
SSLN-A
SEE SHEET 402
3
SSLN-D - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENE5AL N2TES
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
* LATERAL TO SERVE FUTURE PHASE LOT
337.13
3+87.2
15.3%336.9 342.8 5.2'
3+11.1
2+95.2
1+57.8
1+30.0
38.4'
38.1'4.4%338.8 6.0'
3.2%338.1 6.5'
3.3%336.9 7.1'
2.6%336.4 7.5'
8.4%338.1 6.6'
5+18.5
315
320
330
340
350
360
370
315
320
330
340
350
360
370
0+75 1+00 2+00 3+00 4+00
SS
M
H
A
9
ST
A
=
3
2
+
4
4
.
9
0
,
6
.
0
1
'
L
(1
6
2
N
D
A
V
E
)
8"
I
E
I
N
=
3
4
1
.
3
7
(
E
)
8"
I
E
I
N
=
3
4
0
.
6
8
(
S
)
8"
I
E
O
U
T
=
3
4
0
.
4
8
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
E
)
RI
M
=
3
6
2
.
0
6
138.71 LF 8" (C-900)
@ S=0.0040
SS
M
H
E
1
ST
A
=
2
+
3
3
.
1
5
,
5
.
3
9
'
R
(1
6
2
N
D
A
V
E
)
8"
I
E
I
N
=
3
4
1
.
4
3
(
S
)
8"
I
E
I
N
=
3
4
1
.
4
3
(
E
)
8"
I
E
O
U
T
=
3
4
1
.
2
3
(
N
)
ST
A
=
2
+
3
8
.
7
1
(
S
S
L
N
-
E
)
RI
M
=
3
5
5
.
5
5
98.50 LF 8" (PVC)
@ S=0.0050
SS
M
H
E
2
ST
A
=
3
+
2
5
.
8
4
,
1
1
.
6
9
'
R
(1
6
2
N
D
A
V
E
)
8"
I
E
I
N
=
3
4
2
.
1
2
(
S
)
8"
I
E
O
U
T
=
3
4
1
.
9
2
(
N
)
ST
A
=
3
+
3
7
.
2
1
(
S
S
L
N
-
E
)
RI
M
=
3
5
3
.
4
6
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM LATERAL,
TYP.
SANITARY LATERAL,
TYP.
STORM LINE,
TYP.
SANITARY LINE,
TYP.
12"SD/8"SS
0.82' CLR
WATER LINE,
TYP.
IN
S
I
D
E
D
R
O
P
19.51 LF
8" (PVC)
@ S=0.0050
SS
C
O
E
3
ST
A
=
3
+
3
6
.
9
9
,
2
2
.
9
1
'
R
(1
6
2
N
D
A
V
E
)
8"
I
E
O
U
T
=
3
4
2
.
2
2
(
N
)
ST
A
=
3
+
5
6
.
7
2
(
S
S
L
N
-
E
)
RI
M
=
3
5
3
.
0
4
SANITARY LATERAL TABLE
LOT #
45
46
47
48
49
STATION
3+27.45 (SSLN-E)
2+94.69 (SSLN-E)
2+53.04 (SSLN-E)
2+25.71 (SSLN-E)
1+75.82 (SSLN-E)
LENGTH
27.61'
30.56'
30.48'
28.00'
28.00'
SLOPE
23.23%
26.36%
29.44%
40.37%
49.14%
IE AT MAIN
342.04
341.88
341.67
341.35
341.15
IE AT LOT
348.45
349.93
350.64
352.65
354.91
DEPTH
5.00'
5.00'
5.00'
5.00'
5.00'
W
W W
W
W
W
P
G
E
5
0
4
644
644
SS
81
46
45
49
50
4748
T
R
A
C
T
F
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SITE
BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
(TYP.)
2
SSLN-E
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PHASE
BOUNDARY
1A
1
1
3+57
1+00 2+00
3+00
S
S
L
N
-
F
S
S
L
N
-
A
SSMH
A9
SSMH
E1
SSMH
E2
SSMH
A10 8.00'
PUE, TYP.
1+00 2+00
3+00
S
D
S C
S C
SSCO
E3
3
S
D
W
.E< 0AP
406SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-E - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLN-E - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
6
)
S
S
L
N
-
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
6
J
u
l
0
8
,
2
0
2
5
-
2
:
4
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-E PLAN & PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL SANITARY MANHOLE WITH
MECHANICAL INSIDE DROP PER CWS NO. 060,
SHEET D4.02.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
INSTALL STANDARD CLEANOUT PER CWS DWG
500 & 510, SHEET D4.02.
SSLN-A & SSLN-H
SEE SHEET 402 1
1A
SSLN-F
SEE SHEET 407
SSLN-A
SEE SHEET 402
GENE5AL N2TES
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
2
3
** C-900 LATERAL
**
**
11.5%345.1 8.4'
25.6'
20.0%348.0 6.9'
20.4%348.0 7.6'
30.0%349.7 8.0'
45.1%352.7 7.3'
SANITARY LATERAL,
TYP.
SANITARY LINE,
TYP.
315
320
330
340
350
360
370
315
320
330
340
350
360
370
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SS
M
H
E
1
ST
A
=
1
4
+
7
1
.
0
8
,
3
1
0
.
5
9
'
L
(1
6
2
N
D
)
8"
I
E
I
N
=
3
4
1
.
4
3
(
S
)
8"
I
E
I
N
=
3
4
1
.
4
3
(
E
)
8"
I
E
O
U
T
=
3
4
1
.
2
3
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
F
)
RI
M
=
3
5
5
.
5
5
281.50 LF 8" (PV
C
)
@ S=0.0287
SS
M
H
F
1
ST
A
=
3
+
7
5
.
9
6
,
4
.
5
0
'
L
(A
L
L
E
Y
A
)
8"
I
E
I
N
=
3
4
9
.
7
1
(
E
)
8"
I
E
O
U
T
=
3
4
9
.
5
1
(
W
)
ST
A
=
3
+
8
1
.
5
0
(
S
S
L
N
-
F
)
RI
M
=
3
5
7
.
0
8
275.78 LF 8" (PVC)
@ S=0.0128
SS
M
H
F
2
ST
A
=
6
+
5
1
.
7
4
,
4
.
5
0
'
L
(A
L
L
E
Y
A
)
8"
I
E
O
U
T
=
3
5
3
.
2
6
(
W
)
ST
A
=
6
+
5
7
.
2
8
(
S
S
L
N
-
F
)
RI
M
=
3
6
2
.
9
8
12"SD/8"SS
0.50' CLR
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
4"SD/8"SS
0.54' CLR
W
W
W
W
SD
SD
S
D
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS
PG
E
50
4
6
4
4
6
4
4
PG
E
57
7
644
644
64
4
64
4
69 67
81
73 72 71 70 68
46 50
47
48 7475767778
TRACT F
79
66606561575562636453
TR
A
C
T
E
56 5958545251
80
TR
A
C
T
G
6+571+00
2+00 3+00 4+00 5+00 6+00
1+00
2+00 3+00 4+00 5+00 6+00
(TYP.)
21
SITE
BOUNDARY
3.00'
PUE, TYP.
SSLN-F
SS
L
N
-
E
3.00'
PUE, TYP.
SSMH
F2
SSMH
F1
SSMH
E1
1
1
2
(TYP.)
W
SANITARY LATERAL TABLE
LOT #
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
STATION
1+65.31 (SSLN-F)
1+83.31 (SSLN-F)
2+07.08 (SSLN-F)
2+37.32 (SSLN-F)
2+67.83 (SSLN-F)
2+97.08 (SSLN-F)
3+26.96 (SSLN-F)
3+57.69 (SSLN-F)
3+95.83 (SSLN-F)
4+34.54 (SSLN-F)
4+72.81 (SSLN-F)
4+95.41 (SSLN-F)
5+37.34 (SSLN-F)
5+55.83 (SSLN-F)
6+03.83 (SSLN-F)
6+19.83 (SSLN-F)
6+48.83 (SSLN-F)
6+52.28 (SSLN-F)
6+16.83 (SSLN-F)
6+06.83 (SSLN-F)
5+52.83 (SSLN-F)
5+40.34 (SSLN-F)
4+86.62 (SSLN-F)
4+75.81 (SSLN-F)
3+90.83 (SSLN-F)
3+60.69 (SSLN-F)
3+31.96 (SSLN-F)
3+21.96 (SSLN-F)
2+63.83 (SSLN-F)
2+53.83 (SSLN-F)
2+00.06 (SSLN-F)
1+90.06 (SSLN-F)
LENGTH
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
19.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
11.50'
SLOPE
34.69%
32.37%
29.41%
25.65%
21.67%
18.20%
14.48%
10.81%
6.39%
4.57%
3.37%
2.44%
2.00%
2.85%
8.39%
12.34%
18.18%
42.10%
30.43%
27.17%
16.53%
16.13%
17.68%
16.97%
24.85%
32.00%
33.25%
35.31%
47.46%
49.55%
50.00%
50.00%
IE AT MAIN
343.47
343.99
344.67
345.54
346.42
347.25
348.11
349.00
350.06
350.56
351.05
351.34
351.88
352.12
352.73
352.94
353.31
353.36
352.90
352.77
352.08
351.92
351.23
351.09
350.00
349.08
348.26
347.97
346.30
346.01
344.47
344.18
IE AT LOT
350.24
350.30
350.41
350.54
350.64
350.80
350.94
351.10
351.31
351.45
351.71
351.82
352.27
352.67
354.37
355.35
356.86
358.20
356.40
355.90
353.98
353.77
353.26
353.04
352.86
352.76
352.08
352.03
351.76
351.71
350.22
349.93
DEPTH
5.00'
4.99'
5.00'
4.99'
4.95'
5.00'
5.00'
5.00'
5.00'
5.08'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.01'
5.00'
5.00'
5.00'
5.17'
4.99'
5.04'
5.00'
5.00'
5.00'
5.00'
6.26'
6.51'
19.50'4.97%350.56 351.53 5.00'
.E< 0AP
407SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-F - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLN-F - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
7
)
S
S
L
N
-
F
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
7
J
u
l
0
8
,
2
0
2
5
-
2
:
4
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-F PLAN
& PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SSLN-E
SEE SHEET 406
1
2
SSLN-E
SEE SHEET 406
GENE5AL N2TES
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
3.PROVIDE BACKFLOW PREVENTER DEVICE
PER OREGON PLUMBING SPECIALTY CODE.
3+92.8
21.9'29.8%350.0 5.2'
22.7'
22.1'
21.7'
22.4'
22.9'
22.5'
21.7'
21.6'
8.8'
25.7%
21.7%
19.5%
22.7%
14.8%
9.9%
4.3%
3.3%
1.0%
4.7%
14.6%
26.1%
21.4%
13.5%
14.6%
26.1%
41.4%
40.1%
39.4%
38.2%
49.3%
49.6%
349.8 5.5'
349.5 5.9'
349.8 5.8'
351.0 4.6'
351.4 4.5'
350.9 5.4'
351.6 5.3'
353.1 4.5'
356.1 5.8'
355.5 5.5'
354.4 4.6'
353.1 5.7'
352.7 5.6'
353.6 4.6'
353.0 4.1'
352.6 4.4'
350.7 6.0'
350.5 6.3'
349.7 6.8'
349.3 7.1'
350
360
370
380
390
400
350
360
370
380
390
400
0+501+002+003+00
SS
M
H
G
2
ST
A
=
1
1
+
8
5
.
9
8
,
5
.
0
0
'
L
(B
L
A
C
K
S
T
O
N
E
)
8"
I
E
O
U
T
=
3
8
3
.
7
0
(
E
)
ST
A
=
2
+
7
7
.
9
8
(
S
S
L
N
-
G
)
RI
M
=
3
9
2
.
5
5
103.08 LF 8" (PVC)
@ S=0.0225 0.0202
SS
M
H
A
1
3
ST
A
=
3
8
+
0
8
.
7
1
,
1
4
3
.
6
0
'
L
(P
E
R
T
H
)
8"
I
E
I
N
=
37
3
.
0
6
(
N
)
3
7
3
.
6
4
8"
I
E
I
N
=
37
3
.
0
6
(
W
)
3
7
3
.
4
9
8"
I
E
O
U
T
=
37
2
.
8
6
(
S
)
3
7
3
.
0
8
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
G
)
RI
M
=
38
2
.
9
3
3
8
3
.
2
8
CLASS 'B' GRANULAR BACKFILL & BEDDING
SANITARY LINE,
TYP.
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
WATER LINE,
TYP.
SS
M
H
G
1
ST
A
=
1
1
+
1
1
.
0
8
,
5
.
0
0
'
L
(B
L
A
C
K
S
T
O
N
E
)
8"
I
E
I
N
=
37
5
.
5
9
(
W
)
3
7
5
.
8
5
8"
I
E
O
U
T
=
37
5
.
3
9
(
E
)
3
7
5
.
5
7
ST
A
=
2
+
0
3
.
0
8
(
S
S
L
N
-
G
)
RI
M
=
3
8
4
.
8
1
74.
9
0
L
F
8
"
(
P
V
C
)
@ S
=
0
.
1
0
8
4
0
.
1
0
4
8
SANITARY LATERAL,
TYP.
STORM LINE,
TYP.STORM LATERAL,
TYP.
SD
S
D
S
D
S
S
S
S
SS
SS
S
S
S
S
SSSS
644
644
712
712
6
4
4
6
4
4
89
82838485
86 87 88
1+002+002+78
10+0011+0012+00
PHASE
BOUNDARY
8.00'
PUE, TYP.
SITE
BOUNDARY
(TYP.)
21
8.00'
PUE, TYP.
SSMH
G2
SSMH
A13
18.00'
PUE, TYP.
SS
L
N
-
A
SS
L
N
-
A
RIVER TERRACE
PARK FUTURE
PHASE
W
W
W
W
W
W
W
W
W
SS
SDSD
SSLN-G
SSMH
G1
1
S
D
S
D
S
D
SANITARY LATERAL TABLE
LOT #
86
87
88
89
STATION
2+72.98 (SSLN-G)
2+40.93 (SSLN-G)
1+87.40 (SSLN-G)
1+48.36 (SSLN-G)
LENGTH
38.00'
38.00'
38.00'
38.00'
SLOPE
10.69%
11.75%
13.36%
14.16%
IE AT MAIN
383.33
379.85
375.20
374.32
IE AT LOT
387.39
384.32
380.28
379.70
DEPTH
6.00'
5.00'
5.00'
5.00'
.E< 0AP
408SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-G - PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLN-G - PLAN
SCALE: 1" = 40'
RI9ER TERRA&E
PAR.
PHASE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
4
0
8
)
S
S
L
N
-
G
P
&
P
.
d
w
g
-
S
H
E
E
T
:
4
0
8
J
u
l
0
8
,
2
0
2
5
-
2
:
4
9
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SSLN-G PLAN & PROFILE
SANITA5< N2TES
INSTALL SANITARY MANHOLE PER CWS NO. 010,
SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.01. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SSLN-A
SEE SHEET 404
1
2
SSLN-A
SEE SHEET 404
GENE5AL N2TES
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PIPE TO BE PVC ASTM D3034 UNLESS
OTHERWISE NOTED.
1+84.3
11.3%387.7 5.7'
12.0%384.7 4.6'
D4.01
RIVER TERRACE
PARK
PHASE 2
SANITARY
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
4
.
0
1
)
S
A
N
I
T
A
R
Y
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
4
.
0
1
J
u
n
1
3
,
2
0
2
5
-
2
:
4
3
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
SANITARY
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
4
.
0
1
)
S
A
N
I
T
A
R
Y
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
4
.
0
2
J
u
n
1
3
,
2
0
2
5
-
2
:
5
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
D4.02
STA: 10+08.76, 17.00'R 163RD
STA: 31+24.48, 21.08'L PERTH
STA: 35+69.22, 29.00'R PERTH
STA: 6+10.58, 16.14'L HAWK RIDGE
STA: 12+24.37, 17.00'R BLACKSTONE
STA: 3+76.33, 17.00'R ROSLYN
STA: 19+41.08, 20.99'L 161ST
STA: 13+98.02, 9.06'R 163RD
STA: 13+54.11, 9.00'R 163RD
STA: 1+20.97, 9.00'L 162ND AVE
STA: 23+40.86, 15.16'R MAYBELL
STA: 17+56.59, 10.75'R 161ST
STA: 12+32.39, 2.00'R 161ST
STA: 10+21.89, 2.00'R 161ST
STA: 3+39.08, 4.14'R 162ND AVE
STA: 5+22.52, 9.00'R SWALLOW
STA: 28+27.51, 13.45'R PERTH
STA: 30+27.26, 6.83'R PERTH
STA: 30+24.53, 13.50'R PERTH
STA: 32+53.65, 13.50'R PERTH
STA: 14+03.50, 2.00'R 161ST
STA: 16+15.50, 2.00'R 161ST
STA: 18+72.31, 13.00'R 161ST
STA: 12+32.39, 12.43'R 161ST
STA: 10+21.88, 3.25'R 161ST
STA: 1+47.48, 9.02'R SWALLOW
STA: 1+42.79, 10.94'R SWALLOW
STA: 33+92.13, 9.02'R EVERTON
STA: 34+94.26, 9.00'R EVERTON
STA: 4+90.34, 9.00'R SWALLOW
STA: 1+35.04, 10.94'R SWALLOW
STA: 27+77.26, 13.55'R PERTH
STA: 28+51.11, 13.45'R PERTH
STA: 29+72.31, 13.51'R PERTH
STA: 30+66.03, 13.84'R PERTH
STA: 32+07.54, 13.53'R PERTH
STA: 32+76.85, 13.52'R PERTH
STA: 37+68.71, 13.49'R PERTH
STA: 14+21.08, 9.00'R 163RD
STA: 13+28.76, 9.00'R 163RD
STA: 10+05.40, 9.00'R 163RD
STA: 1+34.90, 8.97'L 162ND AVE
STA: 3+07.81, 9.00'L 162ND AVE
STA: 3+69.07, 8.00'L HAWK RIDGE
STA: 9+10.03, 8.00'L HAWK RIDGE
STA: 10+52.74, 2.00'R 161ST
STA: 11+97.90, 1.99'R 161ST
STA: 12+93.90, 2.01'R 161ST
STA: 13+55.50, 2.00'R 161ST
STA: 14+33.50, 2.00'R 161ST
STA: 15+85.50, 2.00'R 161ST
STA: 16+63.50, 2.00'R 161ST
STA: 18+50.36, 12.06'R 161ST
STA: 19+23.09, 11.71'R 161ST
STA: 23+04.75, 9.00'R MAYBELL
STA: 5+49.83, 9.00'R ROSLYN
STA: 3+73.97, 9.00'R ROSLYN
STA: 12+29.09, 9.00'R BLACKSTONE
STA: 10+43.50, 9.00'R BLACKSTONE
STA: 35+04.48, 9.00'R EVERTON
STA: 14+33.23, 9.00'R 163RD
STA: 9+55.09, 16.66'R HAWK RIDGE
STA: 33+26.29, 9.04'R EVERTON
STA: 26+96.37, 13.58'R PERTH
STA: 19+92.12, 9.20'R 161ST
STA: 13+85.01, 12.31'R 163RD
STA: 34+87.57, 18.85'R EVERTON
STA: 9+55.09, 14.17'R HAWK RIDGE
STA: 10+02.40, 9.00'R 163RD
STA: 23+02.25, 9.00'R MAYBELL
STA: 3+71.47, 9.00'R ROSLYN
STA: 12+31.59, 9.00'R BLACKSTONE
STA: 6+10.58, 10.14'L HAWK RIDGE
STA: 3+48.18, 19.77'R 162ND AVE HAWK RIDGE
STA: 12+32.39, 7.80'R 161ST
STA: 3+44.91, 12.67'R 162ND AVE HAWK RIDGE
STA: 2+83.58, 9.01'L 162ND AVE HAWK RIDGE
STA: 2+87.35, 9.00'L 162ND AVE HAWK RIDGE
6
3
5
14
16
15
6
4
4
6
4
4
6
4
4
6
4
4
64
4
64
4
6
4
4
6
4
4
P
G
E
5
7
7
PG
E
50
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
644
644
PG
E
57
7
PG
E
57
7
PG
E
57
7
OH
644
644
64
4
64
4
712
712
71
2
71
2
712
712
6
4
4
6
4
4
6
4
4
6
4
4
PHASE BOUNDARY
1
RI
V
E
R
T
E
R
R
A
C
E
P
A
R
K
PH
A
S
E
1
1+00 2+00 3+00 4+00 5+00 5+93
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
20
+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
36+61
34+00 35+00 36+00
38+17
27+00 28+00
29+00
30
+
0
0
3
1
+
0
0
32+0
0
33+00 34+00 35+00 36+00 37+00
38+00
10+0011+0012+0013+0014+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20+00 21+00 22+00 23+00
23+50
5+
3
2
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
W W W
WW
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWWW
W
W
W
W
W
WWWWWWWWWWW
RIVER TERRACE PARK
FUTURE PHASE
TRACT D
24
9092
40
41
42
43
46
45
44
TRACT H
TR
A
C
T
C
49
30
37
86 87 88
91
969594
50
47
48
747576777879
66
60 65615755
89
93
82838485
69 67817372717068
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
62 63 6453
TR
A
C
T
E
56
5958545251
80
TR
A
C
T
G
D
S
SC
XSS XSS XSS
SD
SD
SD
SD
SD SD SD SD SD SD SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
S
D
SD
SD
S
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
SS
SS
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS
SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
6.00'
PUE, TYP.
3.00'
PUE, TYP.
TRACT F
1
TYP.
TYP.
1
TYP.
1
TYP.
1
TYP.
1
TYP.
1
TYP.
1
TYP.
1
TYP.
1
TYP.
1
TYP.
2
1
TYP.
2
2
2
2
2
2
W
W
W
W
W
W
W
W
W
2+00 3+00 4+00 5+00 6+00
8.00'
PUE, TYP.
3
3
4
4
6
7
8
9
7
9
8
8
8
8
12
10
9+67
1+
0
0
2+
0
0
3+
0
0
4+00 5+00 6+00 7+00 8+00 9+00
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
11
11
11
1212
4
11
12
11
13
12
11
11
11
12
12
11
12
11
1113
11
11
13
11
11
17
13
13
13
PHASE BOUNDARY
SITE BOUNDARY
14
14
15
10+0011+0012+0013+0014+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20+00 21+00 22+00 23+00
5
4
R=313'
R=157'
R=315'
R=278'
16
11
11
11
11
12
11
1D
1D
1D
W
SD SD
SCSC
SC
SC
SC SC
SC
SC
SDSD
SD
SC
SC
SC
SC
SC
S C
SC
SC
SC
SC
SC
SC
SD
S
C
S
C
13
SDSD
SD
SS
SS
4
S
D
SC
5508"
55
0
8"
55016"
5508"
5508"
5508"
5508"
55
0
8"
55
0
16
"
5
5
0
8
"
55
0
8"
55
0
8"
550
16"
SD
S
D
S
D
S
D
S
D
S
D
S
D
SD
11
17
3
3
W
55
0
8"
501SCALE
1 INCH = 50 FEET
50 25 5000
RIVER TERRACE
PARK
PHASE 2
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
5
0
1
-
5
0
4
)
W
T
L
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
5
0
1
J
u
l
0
2
,
2
0
2
5
-
1
:
0
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WATERLINE
PLAN
WATER NOTES:
INSTALL 1" WATER SERVICE PER DETAIL 520, SHEET D5.01.
INSTALL 1" IRRIGATION WATER SERVICE WITH 1" WATER METER
PER DETAIL 530, SHEET D5.01.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01.
INSTALL 8" 11.25° MJ BEND
INSTALL 8" 22.5° MJ BEND
INSTALL 8" 45° MJ BEND
INSTALL 16" MJ CROSS W/ 8" REDUCER TO THE NORTH
INSTALL 16"X 8" MJ CROSS
INSTALL 8"X 8" MJ TEE
INSTALL 16"X 16"X 8" MJ TEE
INSTALL MJ CAP
INSTALL 8" MJ GATE VALVE
INSTALL 16" BUTTERFLY VALVE
INSTALL 2" STANDARD BLOWOFF PER DETAIL 570, SHEET D5.01.
REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8"
WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF
EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT
CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD
WATER DEPT.
REMOVE EXISTING MJ CAP AND CONNECT TO EXISTING 16" WATER
LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF
EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT
CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD
WATER DEPT.
INSTALL 1" STANDARD AIR RELEASE VALVE PER DETAIL 590, SHEET
D5.02.
INSTALL 4" TEMPORARY BLOWOFF PER DETAIL 570, SHEET D5.01.
1
2
3
4
6
7
9
11
GENERAL NOTES:
1.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. REFER TO SHEET 101 FOR STANDARD
WATER CONSTRUCTION NOTES.
2.MIN. HYDRANT FLOW RATE = 1,000 GPM @ 20 PSI.
3.HYDRANT FLOW TEST HAS BEEN DEFERRED.
8
10
12
13
14
5
15
16
17
1D
310
320
330
340
350
360
370
310
320
330
340
350
360
370
26+75 27+00 28+00 29+00 30+00 31+00 32+00 33+00
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
PROPOSED 16"
PRESSURE PIPE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
16"WT/10"SD
0.79' CLR
10"SD/16"WT
2.08' CLR
330
340
350
360
370
330
340
350
360
370
33+25 34+00 35+00 35+25
8"WT/10"SD
0.60' CLR
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
PLACE AIR RELEASE VALVE
BEFORE BLOW OFF
PROPOSED 8"
PRESSURE PIPE
320
330
340
350
360
320
330
340
350
360
0+501+002+003+004+005+005+50
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
PROPOSED 8"
PRESSURE PIPE
8"WT/8"SS
1.46' CLR
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
12"SD/8"WT
0.60' CLR
8"WT/4"SS
0.62' CLR
6"SD/8"WT
0.58' CLR 6"SD/8"WT
0.81' CLR
8"WT/4"SS
0.70' CLR
8"WT/6"SD
0.99' CLR
DEFLECT WATERLINE
UNDER STORM LINE
345
350
360
370
380
345
350
360
370
380
33+00 34+00 35+00 36+00 37+00 38+00 38+25
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
PROPOSED 16"
PRESSURE PIPE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
502
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
5
0
1
-
5
0
4
)
W
T
L
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
5
0
2
J
u
l
0
2
,
2
0
2
5
-
1
:
0
6
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WATERLINE
PROFILES
SW PERTH RD WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW SWALLOW TER WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW EVERTON ST WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW PERTH RD WATERLINE PROFILE CONT.
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
RIVER TERRACE
PARK
PHASE 2
340
350
360
370
340
350
360
370
1+00 2+00 3+00 3+50
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
330
340
350
10+0011+0012+0013+0014+0014+50
PROPOSED 8"
PRESSURE PIPE
8"WT/10"SD
0.83' CLR
3.00' MINIMUM COVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
8"WT/6"SD
1.09' CLR
8"WT/6"SD
1.16' CLR
8"WT/6"SD
1.16' CLR8"WT/6"SD
1.02' CLR
335
340
350
360
335
340
350
360
3+25 4+00 5+00 6+00 7+00 8+00 9+00 9+75
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
12"SD/8"WT
0.53' CLR
8"WT/6"SD
0.52' CLR
8"WT/6"SD
0.51' CLR
8"WT/6"SD
0.80' CLR
8"WT/6"SD
0.55' CLR
8"WT/6"SD
0.57' CLR
8"WT/6"SD
0.56' CLR
8"WT/6"SD
0.52' CLR
8"WT/6"SD
0.55' CLR
8"WT/6"SD
0.50' CLR
DEFLECT WATERLINE
UNDER STORM LINE
8"WT/6"SD
0.86' CLR
375
380
390
400
410
375
380
390
400
410
9+7510+0011+0012+0012+50
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE 3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
PLACE AIR RELEASE VALVE
BEFORE BLOW OFF 8"WT/6"SD
0.51' CLR
8"WT/6"SD
0.57' CLR
8"WT/6"SD
0.66' CLR
8"WT/10"SD
0.75' CLR
400
410
420
430
440
400
410
420
430
440
3+50 4+00 5+00 6+00
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
10"SD/8"WT
0.77' CLR
PLACE AIR RELEASE VALVE
BEFORE BLOW OFF
8"WT/6"SD
0.93' CLR
DEFLECT WATERLINE UNDER
STORM LINE TO A DEPTH OF 4'
8"WT/6"SD
1.11' CLR
8"WT/4"SS
1.06' CLR
8"WT/6"SD
3.00' CLR
420
430
440
420
430
440
22+50 23+00 24+00 24+25
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
503
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
5
0
1
-
5
0
4
)
W
T
L
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
5
0
3
J
u
l
0
2
,
2
0
2
5
-
1
:
0
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
WATERLINE
PROFILES (2)
SW 162ND AVE WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW 163RD AVE WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW HAWK RIDGE RD WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW BLACKSTONE LN WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'SW ROSLYN LN WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW MAYBELL LN WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
RIVER TERRACE
PARK
PHASE 2
340
350
360
370
380
390
400
340
350
360
370
380
390
400
9+7510+0011+0012+0013+0014+0015+00
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
16"WT/10"SD
0.79' CLR
PROPOSED 16"
PRESSURE PIPE
8"WT/10"SD
1.31' CLR
8"WT/10"SD
1.36' CLR
390
400
410
420
430
440
450
390
400
410
420
430
440
450
15+0016+0017+0018+0019+0020+00
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
3.00' MINIMUM COVER
3.00' TYPICAL OVER
0.50' MINIMUM SEPARATION
WITH STORM CROSSINGS
PROPOSED 8"
PRESSURE PIPE
8"WT/10"SD
0.94' CLR
8"WT/10"SD
0.95' CLR
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
5
0
1
-
5
0
4
)
W
T
L
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
5
0
4
J
u
l
0
2
,
2
0
2
5
-
1
:
0
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
504
WATERLINE
PROFILES (3)
SW 161ST AVE WATERLINE PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
SW 161ST AVE WATERLINE PROFILE CONT.
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
RIVER TERRACE
PARK
PHASE 2
D5.01
RIVER TERRACE
PARK
PHASE 2
WATER DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
5
.
0
1
)
W
A
T
E
R
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
5
.
0
1
J
u
l
0
2
,
2
0
2
5
-
1
:
0
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
D5.02
RIVER TERRACE
PARK
PHASE 2
WATER DETAILS
(2)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
D
5
.
0
1
)
W
A
T
E
R
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D
5
.
0
2
J
u
l
0
2
,
2
0
2
5
-
1
:
0
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
6
3
5
14
16
15
SW
S
W
A
L
L
O
W
T
E
R
SW EVERTON ST
SW PE
R
T
H
R
D
24
90
92
89
93
82
83
84
85
69
67
81
73
72 71 70
68
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
40
41
42
43
46
4544
TRACT H
TR
A
C
T
C
49
30
37
86 87 88
91
969594
50
47
48
7475
767778
TRACT F
79
66
60
65
615755 62 63
64
53
TR
A
C
T
E
56 59585452
51
80
TR
A
C
T
G
SW PERTH RD
SW
1
6
1
S
T
A
V
E
S
W
1
6
1
S
T
A
V
E
SW HAWK RIDGE RD
SW BLACKSTONE LN
SW ROSLYN LN
SW
1
6
3
R
D
A
V
E
SW
1
6
2
N
D
A
V
E
2 3
1
C
12
E34
1
C
UR
R U
4 5
1
C
U
12
E
R
12
E
4 6
1
C R
U U
U
R
7 8
1
C
E
12
U
R
7 9
1
C
E
12
7 11
1
C
U
R12
E
4 7
1
C
U
R
SITE BOUNDARY
RIVER TERRACE PARK
FUTURE PHASE
PHASE BOUNDARY
12
12
12
12
15
C13
C
14
C
13
C
15
C
15
C
15
C
14
C
4 5
1
C
14
C
14
C
14
C
14
C
TRACT D
14
C
E
15
C
14
C
14
C
15
C
15
C
R
16
C
14
C
U
15
C
13
C
13
C
15
C
7 10
1
C
E13
C13
C
14
C
15
C
14
C
15
C
E
RIVER TERRACE
PARK PHASE 1
19
19
19
19
19
19
19
19
19
19
19
19
16
C
6
4
4
6
4
4
6
4
4
6
4
4
64
4
64
4
6
4
4
6
4
4
P
G
E
5
7
7
PG
E
504
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
6
4
4
644
644
P
G
E
57
7
PG
E
57
7
PG
E
57
7
OH
644
644
64
4
64
4
712
712
71
2
712
712
712
6
4
4
6
4
4
6
4
4
6
4
4
18 15
C
15
C
14
C
14
C
15
C
19
19
19
16
C
16
C
6 10
1
C
20
C1213
C
14
13
C
13
C
13
C
15
C
14
C
15
C
15
C
SS1
SIGNAGE &
STRIPING
RIVER TERRACE
PARK
PHASE 2
1 INCH = 60 FEET
60 30 60
SCALE
0
STOP
HI INTENSITY SIGN
30" X 30"
TYPE R1-1
1 SIGN
PUBLIC
2 SIDED 2
SW EVERTON ST
SIGN
PUBLIC
2 SIDED 3
SW SWALLOW TER
SW PERTH RD
SIGN
PUBLIC
2 SIDED 4
12" X 18"
TYPE R7-1
SIGN
13
SIGN
14
STREET %ARRICADE
INSTALL
WIDE T<3E III
STREET %ARRICADE 3ER
DWG NO. 1 ON SHEET SS.
NO
PARKING
ANY
TIME
N
N
M
STREET SIGN LETTERING
NAME LETTERING: 4" UPPERCASE
PREFIXES: 3" UPPERCASE
SUFFIXES: 3" UPPERCASE
NOTE: ALL CHARACTERS ARE
CENTERED VERTICALLY ON SIGN.
N = SIGN NUMBER
M = MATERIALS, OPTIONS ARE:
C = STREETSCAPE CONTEMPORARY
CAST BASE AND SMOOTH POST
INSTALL NEW
SIGN
INSTALL NEW SIGN (N) ON NEW (M)
SUPPORT
PERMANENT SIGNING LEGEND
24" X 30"
TYPE R2-1
SIGN
17
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
S
S
1
-
S
S
4
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
H
2
.
d
w
g
-
S
H
E
E
T
:
S
S
1
J
u
l
0
2
,
2
0
2
5
-
1
:
0
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
SW BLACKSTONE LN
SIGN
PUBLIC
2 SIDED 8
SW HAWK RIDGE RD
SIGN
PUBLIC
2 SIDED 10
SW 162ND AVE
SIGN
PUBLIC
2 SIDED 6
SW 163RD AVE
SIGN
PUBLIC
2 SIDED 5
SW ROSLYN LN
SIGN
PUBLIC
2 SIDED 9
SW 161ST AVE
SIGN
PUBLIC
2 SIDED 7
12" X 18"
SIGN
15
NO
PARKING
ANY
TIME
TYPE R7-1
LEFT
VARIANT
12" X 18"
SIGN
16
NO
PARKING
ANY
TIME
TYPE R7-1
RIGHT
VARIANT
24" X 30"
TYPE W13-1P
SW MAYBELLE LN
SIGN
PUBLIC
2 SIDED 11 12
SEE SHEET SS4 FOR DETAILS.
STRIPING NOTES
A-W
CROSSWALK
CLOSED
SIGN
19
24" X 18"
TYPE OR22-7
SEE SHEETS SS2-SS4 FOR STREET SIGNING DETAILS
AND NOTES.
INSTALL 28' WIDE TYPE III STREET BARRICADE PER
DWG NO. 192 ON SHEET SS2.
STREET SIGN NOTES
A
1-20
12" X 18"
SIGN
18
NO
PUBLIC
ACCESS
12" X 18"
SIGN
20
NO
PRIVATE
PROPERTY
TRESPASSING
RIVER TERRACE
PARK
PHASE 2
STREET SIGN DETAIL
NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY
42"
STREET SIGN DETAIL
N.T.S.
SS2
SIGNAGE &
STRIPING
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
S
S
1
-
S
S
4
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
H
2
.
d
w
g
-
S
H
E
E
T
:
S
S
2
J
u
l
0
2
,
2
0
2
5
-
1
:
0
7
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
SS3
SIGNAGE &
STRIPING
DETAILS (2)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
S
S
1
-
S
S
4
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
H
2
.
d
w
g
-
S
H
E
E
T
:
S
S
3
J
u
l
0
2
,
2
0
2
5
-
1
:
0
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
RIVER TERRACE
PARK
PHASE 2
SS4
SIGNAGE &
STRIPING
DETAILS (3)
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
1
4
6
0
0
4
.
(
S
S
1
-
S
S
4
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
H
2
.
d
w
g
-
S
H
E
E
T
:
S
S
4
J
u
l
0
2
,
2
0
2
5
-
1
:
0
8
p
m
j
e
f
f
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
JDH
AS-BUILTS
146-004
NO.
TYPE:
PROPERTY LINE
PH
A
S
E
2
PH
A
S
E
3
6
4
4
6
4
4
64
4
64
4
6
4
4
6
4
4
P
G
E
5
7
7
712
712
D
R-7
R-12
409'=11
F 501'=13
E 623'=16
R-7
R-12
9049
9050
9051
9052
9053
9054
9055
9056
9057
9058
9059
9060
9061
9062
9063
9064
9065
9081 9082
9083
9084
9085
9128
9129
9130
913191349135
9282
9283
9285
9286
9287
9288
9289
9291
9292
9293
9294
9296
9297
9298
9299
9300
9301
STREET TREE
WITH OPEN SOIL
STREET TREE
WITH ROOT PATH
TRACT D
71,336 SF
41
4,523 SF
42
6,037 SF
43
6,246 SF
44
6,056 SF
30
4,050 SF
37
4,050 SF
39
5,103 SF
33
4,050 SF
34
4,050 SF
35
4,050 SF
36
4,050 SF
38
4,061 SF
31
4,571 SF
29
4,050 SF
28
4,050 SF
27
4,050 SF
26
4,050 SF
25
4,050 SF
STAND D-1
AREA: 7,104 SF
CANOPY: 8,880 SF
STAND D-2
AREA: 11,040 SF
CANOPY: 13,800 SF
WETLAND AND
VEGETATED BUFFER
SEE PH 1 SUBMITTAL SET
L1.04
2
L1.04
1
SW PERTH RD
SW
S
W
A
L
L
O
W
T
E
R
SW
1
6
3
R
D
A
V
E
STREET TREE
PLANTINGL1.04
1-3
STAND D-3
AREA: 5,743 SF
CANOPY: 7,179 SF
PH
A
S
E
2
PH
A
S
E
1
6
4
4
6
4
4
PH
A
S
E
3
PH
A
S
E
2
C 175'=5
R-7
9027 9028 9029 9031
903290339227
9284
STREET TREE
WITH OPEN SOIL
STREET TREE
WITH ROOT PATH
24
4,884 SF
TRACT C
2,593 SF
32
4,932 SF
21
5,050 SF
22
5,050 SF
23
5,050 SF
L1.04
2
L1.04
1
SW EVERTON ST
SW
S
W
A
L
L
O
W
T
E
R
STREET TREE
PLANTINGL1.04
1-3
STREET TREES BY STREET FRONTAGES
FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES
TOTAL = 146 REQUIRED STREET FRONTAGE TREES
190'=5
K
STREET FRONTAGE
IDENTIFIER
FRONTAGE LENGTH
REQUIRED STREET TREE
QUANTITY LENGTH/40
175' / 40 = 5 TREES
409' / 40 = 11 TREES
623' / 40 = 16 TREES
501' / 40 = 13 TREES
686' / 40 = 18 TREES
1,309' / 40 = 33 TREES
988' / 40 = 26 TREES
512' / 40 = 13 TREES
352' / 40 = 9 TREES
217' / 40 = 5 TREES
77' / 40 = 2 TREES
F
E
G
H
I
GROUND COVERS CODE QTY BOTANICAL / COMMON NAME SIZE
LAWN 30,475 SF PRO-TIME 309 SUPREME MIX, OR APPROVED EQUAL SEED
RATE: 8 LBS. PER 1,000 SF
TOTAL: 163
J
K
L
D
C
SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONTAINER
STREET TREES
26 ACER CAMPESTRE / HEDGE MAPLE 2" CAL.B&B
14 CERCIDIPHYLLUM JAPONICUM / KATSURA TREE 2" CAL.B&B
56 CLADRASTIS KENTUKEA / AMERICAN YELLOWWOOD 2" CAL.B&B
34 CORNUS CONTROVERSA 'JUNE SNOW-JFS' / JUNE SNOW™ GIANT DOGWOOD 2" CAL.B&B
19 KOELREUTERIA PANICULATA / GOLDEN RAINTREE 2" CAL.B&B
14 ULMUS PARVIFOLIA / LACEBARK ELM 2" CAL.B&B
STREET TREE LEGEND - PH 2
NOTES:
1.PLANTED AREAS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN).
2.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL LAWN AREAS UNDERNEATH STREET TREES.
3.ALL STREET TREES ARE TO BE PLANTED PER CITY OF TIGARD SPACING DETAIL 3 SHEET L1.05, KEEPING ALL STREET TREES AT
LEAST 15' FROM AN INTERSECTION.
4.ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 2 SHEET
L1.05 & DETAILS 1 & 2 SHEET L1.06.
5.STREET TREES MUST BE INSTALLED TO MEET THE FOLLOWING HEIGHT CLEARANCE STANDARDS: 8 FEET OF CLEARANCE ABOVE
PUBLIC SIDEWALKS; 13 FEET OF CLEARANCE ABOVE PUBLIC LOCAL AND NEIGHBORHOOD STREETS;15 FEET OF CLEARANCE
ABOVE PUBLIC COLLECTOR STREETS; AND 18 FEET OF CLEARANCE ABOVE PUBLIC ARTERIAL STREETS.
M
TREES IN THIS AREA WILL BE PLANTED WITH ROOT PATH
SCALE
0
1 INCH = 40 FEET
40 20 40
RIVER TERRACE
PARK
PHASE 2
L1.01
TREE
CANOPY
SITE PLAN
C:
\
U
s
e
r
s
\
M
I
C
H
E
L
~
1
.
H
U
N
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
T
e
m
p
\
A
c
P
u
b
l
i
s
h
_
1
2
5
1
6
\
1
4
6
0
0
4
.
(
L
1
)
S
T
R
E
E
T
T
R
E
E
-
P
H
2
.
d
w
g
-
S
H
E
E
T
:
L
1
.
0
1
J
u
n
1
6
,
2
0
2
5
-
4
:
0
9
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
TREE CANOPY SITE PLAN - AREA 11
TREE CANOPY SITE PLAN - AREA 22
MATCHLINE - SEE SHEET L1.01-1
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L1
.
0
2
-1
MATCHLINE - SEE SHEET L1.01-2
KEY MAP
4
1
2
3
STATEMENT:
I, MICHELLE L. HUNDLEY, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE
REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL.
MICHELLE L. HUNDLEY
REGISTERED LANDSCAPE ARCHITECT #1085
-----------------------------------------------------------------------------------------------
PROPOSED AND PRESERVED TREE STANDS
TRACT D
TOTAL AREA TREE CANOPY
AREA
PROPOSED 23,887 SF 29,859 SF
06/16/2025
MLH
NOTE:
1. AT THE TIME OF PREPARATION OF THESE AS-BUILT PLANS,
THE STREET TREES AND LAWN IN FRONT OF THE HOUSES
WERE NOT INSTALLED.
PG
E
50
4
OH
S
D
S
D
S
D
S
D
S
D
S
D
S
D
PH
A
S
E
2
PH
A
S
E
3
PROPERTY LINE
R-
7
R-
1
2
686'=18G
1,309'=33H
988'=26 I
512'=13J
9086
9087
9088
9089
9090
9091
9092
9093 9094 9095 9096 9097 9098 9099 9100 9101 9102 9103 9104 9105 9106 9107 9108
910991109111911291139114911591169117911891199120912191229123
9124
9125
9126
9127
9144
9145
9146
9147
9149
9150
9151
9153
9154
9156 9157 9158 9159 9160 9161 9162 9163 9164 9165 9166 9167 9168 9169 9170 9171
9172
9173
9174
9175
9176
9177
9178
9179
9181
9182
9183
9228 9229 9231
92329234
9235
9236
9262926392649265
9278 9279
9280
9281
9180
9302
STREET TREE
WITH OPEN SOIL
STAND G-1
AREA: 942 SF
CANOPY: 1,178 SF
STAND E-1
AREA: 942 SF
CANOPY: 1,178 SF
STREET TREE
WITH ROOT PATH
40
6,057 SF
4,523 SF
42
6,037 SF
46
5,245 SF
45
4,417 SF
86
4,500 SF
87
4,500 SF
88
4,050 SF
91
4,050 SF
50
3,608 SF
47
4,330 SF
75
2,325 SF
76
2,344 SF
77
2,325 SF
78
2,475 SF
79
2,513 SF
66
3,713 SF
60
2,250 SF
65
2,250 SF
61
2,250 SF
57
2,253 SF
55
2,247 SF
62
2,250 SF
63
2,250 SF
64
2,250 SF
53
2,250 SF
56
2,253 SF 59
2,400 SF
58
2,322 SF54
2,250 SF
52
2,250 SF
51
2,250 SF
90
4,488 SF
92
4,500 SF
89
4,488 SF
93
4,500 SF
82
5,084 SF
83
4,730 SF
84
4,730 SF
85
4,730 SF
69
2,475 SF
67
3,344 SF81
3,463 SF
73
3,581 SF
72
2,400 SF
71
2,475 SF
70
2,475 SF
68
2,475 SF
74
2,325 SF
TRACT E
1,125 SF
49
4,786 SF
48
4,100 SF
L1.04
2
L1.04
1
L1.04
2
SW PERTH RD
SW HAWK RIDGE RD
S
W
P
E
R
T
H
R
D
SW BLACKSTONE LN
SW ROSLYN LN
SW
1
6
2
N
D
A
V
E
SW
1
6
1
S
T
A
V
E
STREET TREE
PLANTINGL1.04
1-3
80
2,401 SF
TRACT G
1,125 SF
SC SC
SC
SC
SD
SDSD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
PR
O
P
E
R
T
Y
L
I
N
E
P
G
E
57
7
PH
A
S
E
2
PH
A
S
E
3
77'=2 M
352'=9K
L 217'=5
9152
9155
9184
9185
9186
9187
9188
9190
9191
9192
9193
9194
9195
9196
9197
STAND H-1
AREA: 4,609 SF
CANOPY: 5,761 SF
STREET TREE
WITH OPEN SOIL
TRACT H
8,345 SF
96
6,555 SF
95
4,500 SF
94
5,400 SF
L1.04
2
S
W
1
6
1
S
T
A
V
E
STREET TREE
PLANTINGL1.04
1-3
SCSC
SC
SC
SD
SDSDSDSD
SCALE
0
1 INCH = 40 FEET
40 20 40
RIVER TERRACE
PARK
PHASE 2
L1.02
TREE
CANOPY
SITE PLAN
C:
\
U
s
e
r
s
\
M
I
C
H
E
L
~
1
.
H
U
N
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
T
e
m
p
\
A
c
P
u
b
l
i
s
h
_
1
2
5
1
6
\
1
4
6
0
0
4
.
(
L
1
)
S
T
R
E
E
T
T
R
E
E
-
P
H
2
.
d
w
g
-
S
H
E
E
T
:
L
1
.
0
2
J
u
n
1
6
,
2
0
2
5
-
4
:
0
9
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
TREE CANOPY SITE PLAN - AREA 31
PROPOSED AND PRESERVED TREE STANDS
TRACT E
TOTAL AREA TREE CANOPY
AREA
PROPOSED 942 SF 1,178 SF
TRACT G
TOTAL AREA TREE CANOPY
AREA
PROPOSED 942 SF 1,178 SF
TRACT H
TOTAL AREA TREE CANOPY
AREA
PROPOSED 4,609 SF 5,761 SF
MATCHLINE - SEE SHEET L1.02-1
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L1
.
0
1
-1
TREE CANOPY SITE PLAN - AREA 42
MATCHLINE - SEE SHEET L1.02-1
KEY MAP
4
1
2
3
NOTE:
1. AT THE TIME OF PREPARATION OF THESE AS-BUILT PLANS,
THE STREET TREES AND LAWN IN FRONT OF THE HOUSES
WERE NOT INSTALLED.
CURB
GUTTER
STREET
PL
A
N
T
E
R
S
T
R
I
P
WI
D
T
H
V
A
R
I
E
S
CL
6'
12'
SIDEWALK MULCH
TREE TRUNK
TREE TIE
STAKES
DEEPROOT TREE ROOT BARRIER;
UB24-2; INSTALL 2" BELOW CURB
GRADE (BOTH SIDES)
12 LINEAR FEET MIN.
2'
SCALE:
DECIDUOUS TREE1
SCALE:
TREE PLANTER & BARRIER FOR
TREES IN RIGHT OF WAY2
DYH
MIN. 15'
STREET RIGHT WAY CORNER
MIN. 4'
MIN. 4'MIN. 4'
MIN
2'
NOT CLOSER THAN 20'
MIN 2 1/2' FROM A
HARD SURFACE
WATER
METER
STREET LIGHT
STANDARD
FIRE HYDRANT,
UTILITY BOX OR
UTILITY POLE
CATCH BASIN
SIDEWALK
DRIVEWAY
SIDEWALK
PLANTER
STRIP
PUE
NO TREES
HOUSE
PORCH
MIN. 10'
ANY DIRECTION
PROPERTY LINE
LATERAL OR ANY
UNDERGROUND
UTILITY
PLANTER
STRIP
SCALE:
CITY OF TIGARD STREET TREE SPACING3
1'
M
I
N
.
RO
O
T
B
A
L
L
DE
P
T
H
-
2
"
DIAMETER OF
ROOTBALL + 12"
TREE TIE (2)
TO BE 3' UNDER FIRST LIMBS
OR 5' HIGH. WHICH EVER IS LOWEST.
GALV. STEEL WIRE;
LOOSEN TO ALLOW 4" OF
MOVEMENT IN ALL
DIRECTIONS
FINISH GRADE
CUT AND REMOVE TWINE
BURLAP, AND WIRE BASKET
FROM TOP AND SIDES OF
ROOTBALL.
2"X2"X8' WOOD STAKES SET
OUTSIDE ROOTBALL ON
WINDWARD AXIS (REMOVE
AFTER ONE YEAR)
MULCH AS SPECIFIED.
KEEP MULCH CLEAR OF
TRUNK BASE.
NOTE:
1.TIE BRIGHTLY COLORED
P.V.C. RIBBON ON WIRE
GUYS. (MIN. 1 PER GUY.)
2.IN LAWN AREAS CUT TREE
CIRCLE AT 4' RADIUS FROM
TRUNK.
BACKFILL SOIL
30
"
M
I
N
.
GENERAL NOTES: LANDSCAPE PLAN
1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR
SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION.
2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS
HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.
3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO OWNER'S DESIGNATED REPRESENTITIVE.
4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH
LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6
INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION.
5.BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT
TO LIMITS OF AREA AS SHOWN.
6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS.
7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF
IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS.
8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE
REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND
SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE
GRAPHIC SYMBOL QUANTITY SHALL GOVERN
9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS.
10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION
WITHOUT THE EXPRESS WRITTEN CONSENT OF THE OWNER'S DESIGNATED REPRESENTITIVE. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS
DIRECTED BY THE OWNER'S DESIGNATED REPRESENTITIVE.
11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY OWNER'S DESIGNATED
REPRESENTITIVE TO ADJUST TREE LOCATIONS.
12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE
OWNER'S DESIGNATED REPRESENTITIVE. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION
AND ACCEPTANCE, WHICHEVER IS LONGER.
13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER
PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE.
14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER
MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION.
15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED.
16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE
LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE
WITH THE DRAWINGS.
17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS
SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT.
18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD
RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS.
19.STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14.
20.SOIL PREPARATION SHOULD COMPLY WITH MASTERSPEC SPECIFICATION SECTION 329113.
21.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND LAND OWNER AT ANY TIME. LANDSCAPE ARCHITECT TO INSPECT ALL
PLANT LOCATIONS AND PLANT BED CONDITIONS PRIOR TO INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED.
22.CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIAL
QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY BE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS.
23.ANY PLANT MATERIAL INSTALLED IN AN INCORRECT LOCATION, BY THE JUDGEMENT OF THE LANDSCAPE ARCHITECT, SHALL BE REINSTALLED AT THE
CONTRACTOR'S EXPENSE.
24.LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVEGROUND UTILITIES AND PROVIDE THE NECESSARY
PROTECTION FOR THE SAME BEFORE CONSTRUCTION BEGINS.
25.NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT TO THE LANDSCAPE CONTRACTOR.
26.CONTRACTOR TO GIVE THE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT.
NOTES:
PLANTED AREAS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN).
LAWN (SEEDED)
PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD.
RATE: 8 LBS/1000 SQUARE FEET.
1.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS.
2.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE
PAVING OR UTILITY BOX. FOR LOCAL STREET SEE DETAIL 1 & 2 ON THIS SHEET.
3. IF SOIL COMPACTION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL.
·BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE
CLAY) AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE
BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF
COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE EDGE OF
PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING RE-SPREAD TOPSOIL AND 3-5" OF YARD
WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE.
RIVER TERRACE
PARK
PHASE 2
L1.03
TREE
CANOPY
DETAILS
AND NOTES
C:
\
U
s
e
r
s
\
M
I
C
H
E
L
~
1
.
H
U
N
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
T
e
m
p
\
A
c
P
u
b
l
i
s
h
_
1
2
5
1
6
\
1
4
6
0
0
4
.
(
L
1
)
S
T
R
E
E
T
T
R
E
E
-
P
H
2
.
d
w
g
-
S
H
E
E
T
:
L
1
.
0
3
J
u
n
1
6
,
2
0
2
5
-
4
:
0
9
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
SCALE:
STREET TREE WITH ROOT PATH1
SCALE:
STREET TREE WITH OPEN SOIL2
REMOVAL, STORING AND AMENDED SOILS FOR
PLANTED AREAS:
CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND
EXCAVATE TO A DEPTH OF 36 INCHES. SLOPE SLIDES OF EXCAVATIONS AT 1:1
SLOPE OR SHORE EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD
AREAS AND TO PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL
TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE
EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE.
EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY
THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL
MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD.
MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION
ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO
CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND
PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO
INSTALLATION.
BLENDED SOIL PLACEMENT AND COMPACTION:
SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN
LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2"
COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM
DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR
SPECIFIC BLENDED SOIL MIXES.
1.PART 1. COVERED SOIL MATERIALS
A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES:
1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH
2. LOAM/ORGANIC TOPSOIL
3. SOIL BINDER SUCH AS “STABILIZER”
4. WATER
PART 2. PROPORTIONS OF COVERED SOIL MATERIALS
A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS:
B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER
CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE
DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL
BE DETERMINED DURING MIXING.
PART 3. COVERED SOIL MIXING PROCEDURES
A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END
RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES THAT
WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND
QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH.
B. START WITH HALF OF THE CRUSHED ROCK MATERIAL.
C. ADD ALL OF THE TOPSOIL MATERIAL.
D. ADD THE SOIL BINDER.
E. ADD HALF OF THE ESTIMATED WATER.
F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL.
G. MIX THE MATERIAL TOGETHER.
H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY
WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS
AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER.
I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE
TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK
SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED
CRUSHED ROCK IN THE MIXTURE.
J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE
TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE
DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK.
PART 4. PLACEMENT OF COVERED SOIL
A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO NOT
STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE
PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL TO
DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT.
B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE
ARCHITECT AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS
INCORRECT GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO
BEGINNING PLACEMENT OF COVERED SOIL.
C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. SUB-GRADE
ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION
DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND
COMPACT TO THE REQUIRED SUB-GRADE COMPACTION.
D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH LIFT TO
THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT
EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY.
TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT
WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF
THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF
AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED.
E.BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY
PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR
PLYWOOD.
MATERIAL AMOUNT FOR 1 CY
OF COVERED SOIL
CRUSHED ROCK
TOPSOIL
SOIL BINDER
WATER
AMOUNT FOR 4.6 CY
OF COVERED SOIL
23.2 CUBIC FEET
5.9 CUBIC FEET
13.7 CUBIC FEET
1.6 GALLON
4 CUBIC YARDS
1 CUBIC YARD
4 POUNDS
46 GALLONS
STANDARD COVERED SOIL VOLUME SPECIFICATIONS
RIVER TERRACE
PARK
PHASE 2
L1.04
TREE
CANOPY
DETAILS
AND NOTES
C:
\
U
s
e
r
s
\
M
I
C
H
E
L
~
1
.
H
U
N
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
T
e
m
p
\
A
c
P
u
b
l
i
s
h
_
1
2
5
1
6
\
1
4
6
0
0
4
.
(
L
1
)
S
T
R
E
E
T
T
R
E
E
-
P
H
2
.
d
w
g
-
S
H
E
E
T
:
L
1
.
0
4
J
u
n
1
6
,
2
0
2
5
-
4
:
0
9
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
CONCRETE
PAVING
SCORE JOINT
SW PERTH RD
SW HAWK RIDGE RD
L4.02
1
13
E
Q
S
P
A
C
E
S
2
9
5'
TRACT E
TRACT G
2
E
Q
5
'
5
'
5
'
5
'
6
E
Q
5
'
CONCRETE STAIRS,
WITH CHEEKWALLS
AND HANDRAILS
L4.06
1-4
355
360
365
351
352
353
354
356
357
358
359
361
362
363
364
366
367
PR
O
P
E
R
T
Y
L
I
N
E
6
3
5
14
16
15
S
W
1
6
1
S
T
S
T
BOULDER
L4.04
7
BEDLINE
ENTRY MONUMENT
SEE SEPARATE
EXHIBIT
42
5
43
0
435
440
42
3
42
4
4
2
4
42
4
42
6
42
7
428
42
9
43
1
43
2
43
3
43
4
436
43
7
438
439
SCALE
0
1 INCH = 20 FEET
20 10 20
RIVER TERRACE
PARK
PHASE 2
L2.01
OPEN SPACE
LAYOUT AND
MATERIALS
PLAN
OPEN SPACE LAYOUT AND MATERIALS PLAN - AREA 112OPEN SPACE LAYOUT AND MATERIALS PLAN - AREA 2
KEY MAP
1
2
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
2
)
O
P
E
N
S
P
A
C
E
.
d
w
g
-
S
H
E
E
T
:
L
2
.
0
1
J
u
n
1
6
,
2
0
2
5
-
4
:
1
0
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
BOULDER SCHEDULE
NUMBER WIDTH HEIGHT DEPTH LOCATION
1 11.5'10.5'6.0'TRACT I
2 8.5'8.0'7.5'TRACT I
3 7.5'4.5'5.0'TRACT H
4 9.5'4.5'6.5'TRACT I
5 6.5'3.5'5.0'TRACT H
6 8.5'4.5'5.0'TRACT H
7 8.5'5.0'6.5'TRACT I
8 9.5'5.5'6.5'TRACT I
9 9.0'9.5'9.0'TRACT I
10 8.5'5.5'6.5'TRACT I
11 7.0'4.5'5.5'TRACT I
12 9.0'4.0'7.0'TRACT I
13 9.0'5.5'5.5'TRACT I
14 9.0'5.5'5.5'TRACT H
15 9.0'5.5'6.0'TRACT H
16 8.5'5.5'6.0'TRACT H
SW PERTH RD
SW HAWK RIDGE RD
TRACT E
TRACT G
P
H
A
S
E
2
P
H
A
S
E
3
P
G
E
5
7
7
S
W
1
6
1
S
T
S
T
41 - EE
1,597 SF - LAWN
NOTES:
1.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR.
CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER.
SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONTAINER
TREES
6 ACER CIRCINATUM / VINE MAPLE 2" CAL.B&B
6 CORNUS KOUSA X NUTTALLII 'KN4-43' / STARLIGHT KOUSA DOGWOOD 2" CAL.B&B
CONIFEROUS TREES
23 CALOCEDRUS DECURRENS / INCENSE CEDAR 6` HT.B&B
5 CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS 8` HT.B&B
SHRUBS
26 ABELIA X GRANDIFLORA 'LUCKY LOTS' / LUCKY LOTS GLOSSY ABELIA #2 POT
15 CISTUS X 'BENNETT'S WHITE' / BENNETT'S WHITE ROCKROSE #5 POT
20 CORYLOPSIS SPICATA / SPIKE WINTER HAZEL #5 POT
10 FOTHERGILLA X INTERMEDIA 'MOUNT AIRY' / MOUNT AIRY FOTHERGILLA #1 POT
28 HYDRANGEA QUERCIFOLIA / OAKLEAF HYDRANGEA #2 POT
13 ILEX CRENATA 'GREEN ISLAND' / GREEN ISLAND JAPANESE HOLLY #2 POT
28 RHODODENDRON X 'DARK LORD' / DARK LORD RHODODENDRON #2 POT
28 VIBURNUM TINUS 'SPRING BOUQUET' / SPRING BOUQUET LAURUSTINUS #1 POT
PERENNIALS
11 PHORMIUM X 'PLATT'S BLACK' / PLATT'S BLACK NEW ZEALAND FLAX #1 POT
12 POTENTILLA FRUTICOSA `KATHERINE DYKES` / KATHERINE DYKES BUSH CINQUEFOIL #1 POT
GRASSES
126 CAREX AUREA / GOLDEN SEDGE #1 POT
34 MISCANTHUS SINENSIS 'MORNING LIGHT' / MORNING LIGHT EULALIA GRASS #1 POT
48 PENNISETUM ORIENTALE 'KARLEY ROSE' / KARLEY ROSE FOUNTAIN GRASS #1 POT
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER
GROUND COVERS
EE 110 SF ERICA CARNEA 'PINK CLOUD' / PINK CLOUD WINTER HEATH 4"POT
LAWN 1,597 SF PRO-TIME 309 SUPREME MIX, OR APPROVED EQUAL SEED
OPEN SPACE PLANT LEGEND - PH 2
KEY MAP
RIVER TERRACE
PARK
PHASE 2
L2.02
OPEN SPACE
PLANTING
PLAN
SCALE
0
1 INCH = 20 FEET
20 10 20
OPEN SPACE PLANTING PLAN - AREA 112OPEN SPACE PLANTING PLAN - AREA 2
2
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
2
)
O
P
E
N
S
P
A
C
E
.
d
w
g
-
S
H
E
E
T
:
L
2
.
0
2
J
u
n
1
6
,
2
0
2
5
-
4
:
1
0
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
1
NOTE:
1. AT THE TIME OF PREPARATION OF THESE AS-BUILT PLANS,
THE TRACT PLANTINGS WERE NOT INSTALLED.
PROPERTY LINE
PH
A
S
E
2
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
1
PG
E
504
OH
6
3
5
14
16
15
SW HAWK RIDGE RD
SW PERTH RD
SW ROSLYN LN
SW BLACKSTONE LN
SW
1
8
1
S
T
A
V
E
SW
1
8
2
N
D
A
V
E
SW
S
W
A
L
L
O
W
L
N
SW EVERTON ST
SW
1
6
3
R
D
A
V
E
STORMWATER POND
SEE SHEET L3.01
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SCALE
0
1 INCH = 60 FEET
60 30 60
RIVER TERRACE
PARK
PHASE 2
L2.03
FENCING
PLAN
1 FENCING PLAN
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
2
)
F
E
N
C
I
N
G
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
L
2
.
0
3
J
u
n
1
6
,
2
0
2
5
-
4
:
1
0
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
LEGEND
4' CHAINLINK FENCING
ALUMINUM RAILING
L4.05
1
L4.02
5
EXISTING FENCE
TO REMAIN
PG
E
504
5
0
4
5
0
4
PGE
5106
6
4
4
6
4
4
6
4
4
6
4
4
64
4
64
4
PROPERTY LINE
PHASE 1
PHASE 2
PH
A
S
E
2
PH
A
S
E
1
PR
O
P
E
R
T
Y
L
I
N
E
APPROXIMATE LOCATION FOR
IRRIGATION SLEEVE, TYP.
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
2
PH
A
S
E
3
WATER METER
FOR STREET TREES, LAWN &
TRACT PLANTINGS.
SEE CIVIL UTILITY SHEETS
FOR ADDITIONAL INFORMATION.
PHASE 2
PHASE 3
PH
A
S
E
2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
3
EXISTING TREE
TO REMAIN, TYP.
WATER METER
FOR STREET TREES, LAWN
& TRACT PLANTINGS.
SEE CIVIL UTILITY SHEETS
FOR ADDITIONAL INFORMATION.
WATER METER
FOR STREET TREES & LAWN.
SEE CIVIL UTILITY SHEETS
FOR ADDITIONAL INFORMATION.
WATER METER
FOR POND PLANTINGS.
SEE CIVIL UTILITY SHEETS
FOR ADDITIONAL INFORMATION.
SW HAWK RIDGE RD
SW ROSLYN LN
SW BLACKSTONE LN
SW
1
8
1
S
T
A
V
E
SW
1
8
2
N
D
A
V
E
SW
S
W
A
L
L
O
W
L
N
SW
1
6
3
R
D
A
V
E
SW PERTH ROAD
SW
1
6
4
T
H
A
V
E
SW PERTH ROAD
SW EVERTON ST SW MAYBELLE LN
49
30
37
86 87 88
91
969594
50
47
48 747576777879
66606561575562636453TRACT E56 5958545251
89
93
82838485
69 67817372717068
39
32
33
34
35
36
38
31
29
28
27
26
25
21 22 23
40
41
42
43
46
4544
TRACT H
9092
24
146
151
153
135
158155157154
134
152
141
142
143
149
148
147
145
116 117 118 119
107 108106
TRACT J
98 9710410310210110099
114
105 109
112 111 110
115
113140
122
130
144
123
131
132
133
136
137
138
120
128
139
121
129
150
TRACT K
156
126
124125
TRACT I
127
TRACT A
TRACT B
14
13
11
18
17
16
15
1
8
7
20
6
5
4
3
2
10
19
9 12
TRACT D
80 TRACT G
TRACT C
SCALE
0
1 INCH = 60 FEET
60 30 60
RIVER TERRACE
PARK
PHASE 2
L2.04
IRRIGATION
SERVICE
PLAN
1 IRRIGATION SERVICE PLAN
LEGEND
ZONE 1: PLANTER STRIPS WITH STREET
TREES AND LAWN
ZONE 2: VEGETATED CORRIDOR,
MITIGATION, AND STORMWATER
PLANTINGS
ZONE 3: PLANTER STRIPS WITH STREET
TREES AND LAWN, AND TRACT
PLANTINGS
ZONE 4: PLANTER STRIPS WITH STREET
TREES AND LAWN, AND TRACT
PLANTINGS
APPROXIMATE LOCATION OF 6" PVC
IRRIGATION SLEEVE
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
2
)
I
R
R
I
G
A
T
I
O
N
S
E
R
V
I
C
E
P
L
A
N
.
d
w
g
-
S
H
E
E
T
:
L
2
.
0
4
J
u
n
1
6
,
2
0
2
5
-
4
:
1
1
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
6
4
4
6
4
4
P
G
E
5
7
7
SW
P
E
R
T
H
R
D
SW
1
6
3
R
D
A
V
E
PROPERTY LINE
POND B
O
T
T
O
M
HIGH W
A
T
E
R
L
I
N
E
MAIN
T
E
N
A
N
C
E
D
R
I
V
E
POND BOTTOM
PLANTED AREA
PLANTED AREA
-
2
-
3
NO PEDESTRIAN ACCESS SIGN
-SEE CIVIL DETAIL DRAWINGS
FOR ADDITIONAL INFORMATION
GRAVEL TRAIL, SEE
NEIGHBORHOOD
PARK SUBMITTAL
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
SD
SD
SD
SD
BENCH
BIRD NEST
BOX
DOWN WOODY
DEBRIS L4.03
2
L4.04
1
SNAGL4.03
1
BOULDER
L4.02
1
L4.04
2
R10'-
0
"
CONCRETE
PAVING
L4.04
3
SCORE
JOINT L4.02
2
26'
-
4
"
10'
5
'
RAILING
L4.02
4,5
PET WASTE
STATION
L4.05
4
CWS CHAIN LINK GATEL4.05
1
CWS CHAIN LINK FENCEL4.05
1
R8'-0"
R1
5
'
-
0
"
REVAMP WALL
PANELS - SEE
DETAIL FOR
LAYOUT.
L4.06 L4.07
ROCKERY WALLL4.05
2
DAYLIGHT WALL
DRAIN PIPE
INTERPRETIVE
SIGN, PER CITY
OF TIGARD
TREATMENT SWALE
PLANTED AREA
BOULDERS WITHIN SIGHT
DISTANCE LINES NOT TO
EXCEED 3' HEIGHT ABOVE GRADE
R149'-6"
3
.
5
'
O
.
C
.
(
T
Y
P
)
±4' BOULDER
2
±
2
'
B
O
U
L
D
E
R
S
±
3
'
B
O
U
L
D
E
R
S
R11
7
'
R
1
0
3
'
3.5
'
O
.
C
.
(
T
Y
P
)
±
2
'
B
O
U
L
D
E
R
S
±3
'
BO
U
L
D
E
R
S
±4
'
BO
U
L
D
E
R
S
SCALE
0
1 INCH = 20 FEET
20 10 20
RIVER TERRACE
PARK
PHASE 2
POND COMMUNITY AMENITIES MATERIALS & LAYOUT PLAN1 L3.01
POND COMMUNITY
AMENITIES
MATERIALS &
LAYOUT PLAN
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
3
)
P
O
N
D
.
d
w
g
-
S
H
E
E
T
:
L
3
.
0
1
J
u
n
1
6
,
2
0
2
5
-
4
:
1
3
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
KEY MAP
1
BOULDER ARCH A2
BOULDER ARCH B3
SCALE 1" = 10'
SCALE 1" = 10'
NOTE:
1. AT THE TIME OF PREPARATION OF THESE AS-BUILT PLANS,
THE SECONDARY POND OVERLOOK, ROCKERY WALL,
BOULDERS, AND BENCHES WERE NOT INSTALLED.
6
4
4
6
4
4
P
G
E
5
7
7
SW
P
E
R
T
H
R
D
SW
1
6
3
R
D
A
V
E
32
5
33
0
33
5
34
0
32
2
32
3
32
4
32
6
32
7
32
8
32
9
33
1
33
2
33
3
33
4
33
6
33
7
33
8
33
9
34
1
34
2
34
3
34
4
31
5
32
0
32
5
32
5
33
0
33
0
31
3
31
4
31
6
31
7
31
8
31
9
32
1
3
2
2
32
2
3
2
3
32
3
3
2
4
32
4
32
6
32
6
32
7
32
7
32
8
32
8
32
9
32
9
33
1
33
1
33
2
33
2
3
3
5
3
4
0
3
3
6
3
3
7
3
3
8
3
3
9
3
4
1
3
4
2
3
4
3
3
4
4
343
3
4
3
34
4
3
4
4
325
330
33
5
3
4
0
322
323
324
326
327
328
329
331
332
33
3
33
4
33
6
33
7
33
8
33
9
3
4
1
3
4
2
3
4
3
34
4
POND BOTTOM
PLANTED AREA
PLANTED AREA
NO PEDESTRIAN ACCESS SIGN
-SEE CIVIL DETAIL DRAWINGS
FOR ADDITIONAL INFORMATION
GRAVEL TRAIL, SEE
NEIGHBORHOOD
PARK SUBMITTAL
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
SD
SD
SD
SD
TREATMENT SWALE
PLANTED AREA
BOULDERS WITHIN SIGHT
DISTANCE LINES NOT TO
EXCEED 3' HEIGHT ABOVE GRADE
SCALE
0
1 INCH = 20 FEET
20 10 20
RIVER TERRACE
PARK
PHASE 2
POND COMMUNITY AMENITIES GRADING PLAN1 L3.02
POND
COMMUNITY
AMENITIES
GRADING
PLAN
KEY MAP
1
163
165
163
165
POND B
O
T
T
O
M
HIGH W
A
T
E
R
L
I
N
E
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
3
)
P
O
N
D
.
d
w
g
-
S
H
E
E
T
:
L
3
.
0
2
J
u
n
1
6
,
2
0
2
5
-
4
:
1
3
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
6
4
4
6
4
4
P
G
E
5
7
7
EXISTING TREE TO
REMAIN (TYP)
PH
A
S
E
1
SW
P
E
R
T
H
R
D
SW
1
6
3
R
D
A
V
E
MAI
N
T
E
N
A
N
C
E
D
R
I
V
E
WETLAND BUFFER
SEPARATE SUBMITTAL
PH
A
S
E
2
L4.01
4,5
TREATMENT SWALE
PLANTING AREA (TYP)
SHRUB PLANTINGSIDE SLOPE
PLANTING AREA (TYP)
L4.01
3-5
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
SD
SD
SD
SD
GROUNDCOVER
PLANTING
DECIDUOUS
TREE L4.01
1
EMERGENCY
OVERFLOW
CONIFER TREE L4.01
2
PLANTINGS WITHIN
SIGHT DISTANCE
LINES NOT TO
EXCEED 3' HEIGHT
15,716 SF
STORMWATER TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER REMARKS
90 ACER CIRCINATUM / VINE MAPLE 15 GAL.POT
33 MALUS FUSCA / OREGON CRAB APPLE 2" CAL.B&B
32 PRUNUS EMARGINATA / BITTER CHERRY 2" CAL.B&B
2 QUERCUS GARRYANA / OREGON WHITE OAK 2" CAL.B&B
STORMWATER TREATMENT LEGEND
STORMWATER LARGE SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONTAINER REMARKS
71 AMELANCHIER ALNIFOLIA / SERVICEBERRY 4`-5` HT.POT PLANT IN GROUPS OF 3
71 CORNUS SERICEA / RED TWIG DOGWOOD 1 GAL.POT PLANT IN GROUPS OF 3 TO 5
71 PHYSOCARPUS CAPITATUS / PACIFIC NINEBARK 1 GAL.POT PLANT IN GROUPS OF 3 TO 5
240 RIBES SANGUINEUM / RED FLOWERING CURRANT 1 GAL.POT PLANT IN GROUPS OF 5 TO 9
STORMWATER SMALL SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONTAINER REMARKS
71 HOLODISCUS DISCOLOR / OCEANSPRAY 1 GAL.POT PLANT IN GROUPS OF 3 TO 5
71 PHILADELPHUS LEWISII / WILD MOCKORANGE 1 GAL.POT PLANT IN GROUPS OF 5 TO 9
191 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY 1 GAL.POT PLANT IN GROUPS OF 5 TO 9
GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE PERCENT
AGROSTIS TENUIS / COMMON BENTGRASS SEED 5%
FESTUCA ARUNDINACEA / TALL FESCUE SEED 40%
FESTUCA RUBRA / RED FESCUE SEED 25%
LOLIUM PERENNE / PERENNIAL RYEGRASS SEED 30%
CLEAN WATER SERVICES LOW GROW SEED MIX: 120 LBS/AC
STORMWATER SIDE SLOPES
QTY BOTANICAL / COMMON NAME SIZE CONTAINER
3,466 CAREX OBNUPTA / SLOUGH SEDGE 1"X6"PLUG
3,466 JUNCUS PATENS / SPREADING RUSH 1"X6"PLUG
3,466 JUNCUS TENUIS / SLENDER RUSH 1"X6"PLUG
786 SHRUBS TOTAL: 15,716(.05)
TREATMENT SWALE
15,716 SF
1,733 SF
1,733 SF X 6 PLUGS/SF =10,398 TOTAL PLUGS
GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE
17,543 SF CAREX OBNUPTA / SLOUGH SEDGE SEED
5,647 SF JUNCUS EFFUSUS 'CURLY WURLY' / CURLY WURLY CORKSCREW RUSH SEED
POND BOTTOM
157 TREES TOTAL: 15,716(.01)
MULTI-STEM
SCALE
0
1 INCH = 20 FEET
20 10 20
RIVER TERRACE
PARK
PHASE 2
POND COMMUNITY AMENITIES PLANTING PLAN1 L3.03
POND
COMMUNITY
AMENITIES
PLANTING PLAN
AND NOTES
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
3
)
P
O
N
D
.
d
w
g
-
S
H
E
E
T
:
L
3
.
0
3
J
u
n
1
6
,
2
0
2
5
-
4
:
1
3
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
KEY MAP
1
POND B
O
T
T
O
M
HIGH W
A
T
E
R
L
I
N
E
SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONTAINER
TREES
12 ACER CIRCINATUM / VINE MAPLE 15 GAL.POT
5 ACER MACROPHYLLUM / BIG LEAF MAPLE 10` HT.B&B
3 JUNIPERUS CHINENSIS 'HETZII' / HETZI JUNIPER 6` HT.B&B
3 PSEUDOTSUGA MENZIESII / DOUGLAS FIR 8` HT.B&B
SHRUBS
7 HOLODISCUS DISCOLOR / OCEANSPRAY 2 GAL.POT
71 POLYSTICHUM MUNITUM / WESTERN SWORD FERN 1 GAL.POT
9 ROSA PISOCARPA / CLUSTERED WILD ROSE 2 GAL.POT
12 SAMBUCUS NIGRA CAERULEA / BLUE ELDERBERRY 2 GAL.POT
48 SPIRAEA JAPONICA 'LITTLE PRINCESS' / LITTLE PRINCESS JAPANESE SPIREA 2 GAL.POT
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING
GROUND COVERS
RP3 1,689 RUBUS CALYCINOIDES 'EMERALD CARPET' / EMERALD CARPET CREEPING BRAMBLE 1 GAL.POT 36" o.c.
OUTSIDE OF TREATMENT AREA LEGEND
MULTI-STEM
NOTES:
1.WATER QUALITY FACILITY PLANT MATERIAL SHALL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL
PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED A MINIMUM OF THREE (3)
GROWING SEASONS.
C.W.S. CONDITIONS FOR SWALES:
1.CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES. ENHANCEMENT/RESTORATION ACTIVITIES
SHALL COMPLY WITH THE GUIDELINES PROVIDED IN APPENDIX A: LANDSCAPE REQUIREMENTS (R&O 19-05: APPENDIX A).
2.PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, ENGLISH IVY, AND ENGLISH HAWTHORN, WITHIN THE VEGETATED CORRIDOR
SHALL BE REMOVED. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREES AND SHRUB SPECIES.
3.PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES.
4.AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE, TRADE, OR BARTER, ON ANY NON-FEDERAL LANDS
WITHIN THE STATE OF OREGON.
5.APPROPRIATE BEST MANAGEMENT PRACTICES (BMP's) FOR EROSION CONTROL, IN ACCORDANCE WITH THE CWS EROSION CONTROL TECHNICAL GUIDANCE MANUAL SHALL BE USED PRIOR
TO, DURING, AND FOLLOWING EARTH DISTURBING ACTIVITIES.
6.PRIOR TO CONSTRUCTION, A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO ORDINANCE 27, SECTION 4.B.
7.REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE.
8.SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT, THE APPLICANT SHALL PROVIDE UPDATED DRAWINGS, AND IF
NECESSARY, OBTAIN A REVISED SERVICE PROVIDER LETTER.
9.MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.5 TABLE A-1 OF R&O 19-05. IF AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS
BELOW THE 80% SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD
SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING.
10.THE WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND DESIGNED TO BLEND INTO THE NATURAL SURROUNDINGS.
11.DEEP ROOTING TREES AND SHRUBS ARE NOT TO BE PLANTED ON TOP OF CONCRETE PIPES, OR WITHIN 10 FEET OF RETAINING WALLS, INLET/OUTLET STRUCTURES OR OTHER CULVERTS.
12.LARGE TREES OR SHRUBS ARE NOT TO BE PLANTED ON BERMS OVER FOUR FEET TALL THAT IMPOUND WATER. SMALL TREES OR SHRUBS WITH FIBROUS ROOT SYSTEMS MAY BE INSTALLED
ON BERMS THAT IMPOUND WATER AND ARE LESS THAN FOUR FEET TALL.
25.SOIL PREPARATION: TO ENHANCE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS, BIO-AMENDMENTS MAY BE ADDED AS
NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES (APPLYING N-P-K) ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD
NOT BE USED.
26.TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM
DECEMBER 15 THOUGH APRIL 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, ADDITIONAL MEASURES TO ENSURE SURVIVAL.
27.EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS TO MINIMIZE SEDIMENT
IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED, WHERE POSSIBLE. SLOPES SHALL BE GRADED TO SUPPORT THE ESTABLISHMENT OF
VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN (OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIZE
SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS (COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO
STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAP MAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH
THAT CAN ENTANGLE WILDLIFE IS PERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION.
28.MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER, TO RETAIN
MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROM COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN
CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY INUNDATED AREAS SHALL BE LIMITED, TO AVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE LEACHING OF
TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS.
29.PLANT PROTECTION FROM WILDLIFE: DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE IVAM GUIDANCE).
30.IRRIGATION: APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, REDUCES THE NEED FOR IRRIGATION. HOWEVER, UNLESS SITE HYDROLOGY
IS CURRENTLY ADEQUATE, A DISTRICT/CITY APPROVED IRRIGATION SYSTEM OR EQUIVALENT (I.E., POLYMER, PLUS WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT
ESTABLISHMENT PERIOD. WATERING SHALL BE AT A MINIMUM RATE OF AT LEAST ONE INCH PER WEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS
DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BY DISTRICT STAFF.
VEGETATED SWALE PLANTING NOTES:
1.ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM
DESIGNED BY CONTRACTOR IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR
WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE EXISTING WATER METER.
TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF ( 2 ) GROWING SEASONS.
2.SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS.
3.THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY
DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO
BE NOTIFIED IMMEDIATELY.
4.IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE
RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION.
5.SWALE TOPSOIL: USE 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST-AMENDED TOPSOIL
SHALL HAVE THE FOLLOWING CHARACTERISTICS. A) TEXTURE- MATERIAL PASSES THROUGH ONE-INCH
SCREEN B0 FERTILITY- 35% ORGANIC MATTER.
6.PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN
TAKE OFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE
PLAN, USE THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL
QUANTITIES.
7.ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE
REQUIREMENTS.
8.PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED
SWALE, LOW IMPACT DEVELOPMENT HANDBOOK , JU NE 20 16.
9.THE TREATMENT AREA HAS " TO 2-INCH RIVER RUN ROCK PLACED 2.5 TO 3 INCHES DEEP ON HIGH
DENSITY JUTE OR COCONUT MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL
AND HIGH DENSITY JUTE OR COCONUT MATTING EXTENDS TO THE TOP OF THE TREATMENT AREA,
TOPSOIL AND LOW DENSITY JUTE MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY TRACT OR
EASEMENT AREA.
10.BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZED
STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH
NOVEMBER 15. *** CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING
RATE: PURE LIVE SEED (PLS) POUNDS PER ACRE. PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION
STANDARDS, APPENDIX A PLANTING REQUIREMENTS, APRIL 2019):
11.TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING
TREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM
GUIDELINES)
MAINTENANCE AND MONITORING:
1.BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1) AND
FALL (BY SEPTEMBER 30), FOLLOWING THE FIRST GROWING SEASON AFTER THE PLANT INSTALLATION.
ENSURE A MINIMUM OF 80% SURVIVAL RATE OR BETTER WITH 90% FACILITY COVERAGE OF THE
REQUIRED VEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED.
NECESSARY MAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER
MEASURES TO AID IN THE SURVIVAL OF THE INSTALLED PLANT MATERIAL . ENSURE THAT NO MORE
THAN 20% NON-NATIVES OCCUPY THE SITE . IF IT IS DETERMINED DURING THE MAINTENANCE PERIOD
THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES OR THE INSTALLED PLANTINGS DO NOT
MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER, A PLAN WILL
BE DEVELOPED AND IMPLEMENTED TO MEET THOSE CONDITIONS.
RIVER TERRACE
PARK
PHASE 2
L3.04
POND
COMMUNITY
AMENITIES
PLANTING
LEGEND
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
3
)
P
O
N
D
.
d
w
g
-
S
H
E
E
T
:
L
3
.
0
4
J
u
n
1
6
,
2
0
2
5
-
4
:
1
3
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
DIAMETER OF
ROOT BALL + 12"
DE
P
T
H
RO
O
T
B
A
L
L
KEEP MULCH CLEAR
OF TRUNK BASE
NOTE: TILL SOIL SO THAT THERE
ARE NO CLODS OR CLUMPS LARGER
THAN 1 1/2" DIA.
THOROUGHLY
MIX TO A DEPTH
OF 6"
SCARIFY EDGES AND BOTTOM
OF HOLE
FINISH GRADE
BACKFILL SOIL
MULCH AS SPECIFIED,
KEEP MULCH CLEAR OF
SHRUB STEM BASE
CLUMP & SCATTER PLANTS SO THAT AVERAGE
PLANTING DENSITY IS EQUIVALENT TO GRID SPACING
TYPICAL O.C. (ON CENTER) PLANTING GRID
RANDOMLY MIX PLANT SPECIES AND HEIGHTS
OFFSET PLANTS TO AVOID STRAIGHT ROWS
GROUNDCOVER PLANT
MULCH
FINISH GRADE
6" SPECIFIED BACKFILL SOIL
12" THOROUGHLY TILLED SUBSOIL
SCALE:
CONIFER TREE2
SCALE:
DECIDUOUS TREE1
SCALE:
RANDOM PLANTING PATTERN5
SCALE:
GROUNDCOVER / SHRUB PLANTING4
SCALE:
SHRUB PLANTING3
1'
M
I
N
.
RO
O
T
B
A
L
L
DE
P
T
H
-
2
"
DIAMETER OF
ROOTBALL + 12"
TREE TIE (2)
TO BE 3' UNDER FIRST LIMBS
OR 5' HIGH. WHICH EVER IS LOWEST.
GALV. STEEL WIRE; LOOSEN
TO ALLOW 4" OF MOVEMENT
IN ALL DIRECTIONS
FINISH GRADE
CUT AND REMOVE TWINE BURLAP,
AND WIRE BASKET FROM TOP AND
SIDES OF ROOTBALL.
2"X2"X8' WOOD STAKES SET
OUTSIDE ROOTBALL ON
WINDWARD AXIS (REMOVE
AFTER ONE YEAR)
MULCH AS SPECIFIED. KEEP
MULCH CLEAR OF TRUNK
BASE.
NOTE:
1.TIE BRIGHTLY COLORED
P.V.C. RIBBON ON WIRE
GUYS. (MIN. 1 PER GUY.)
2.IN LAWN AREAS CUT TREE
CIRCLE AT 4' RADIUS FROM
TRUNK.
BACKFILL SOIL
30
"
M
I
N
.
2 X DIAMETER
OF ROOT BALL
1
1
/
2
X
R
O
O
T
BA
L
L
D
E
P
T
H
NOTE:
1.TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.)
2.IN LAWN AREAS CUT TREE CIRCLE AT 4' RADIUS FROM TRUNK.
3.STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER.
"CHAIN LOCK" TREE TIES OR BLACK
FLEX GARDEN HOSE COVERING
TWIST STRANDS AROUND EACH
OTHER MIN. 3 GUYS @ 120° APART
SET ROOT CROWN NO MORE THAN
4" ABOVE FINISH GRADE
MULCH AS SPECIFIED KEEP MULCH
CLEAR OF TRUNK BASE
CUT AND REMOVE TWINE AND BURLAP
FROM TOP AND SIDES OF ROOTBALL.
(REMOVE ALL WIRE BASKET)
2"X2" WOOD STAKES OR METAL TREE
ANCHORS AS APPROVED.
AMENDED NATIVE SOIL/BACKFILL
PLANTING MIX PER SPECIFICATIONS
TILLED, AMENDED, AND MOUNDED
NATIVE SUBSOIL
TURNBUCKLE
GENERAL NOTES: LANDSCAPE PLAN
1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON
THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION.
2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.
3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO OWNER'S DESIGNATED
REPRESENTITIVE .
4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A
UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER
FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION.
5.BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER
OCCURS, PLANT TO LIMITS OF AREA AS SHOWN.
6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS.
7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE,
FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS.
8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS
ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED
BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY
OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN
9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS.
10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING
CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE OWNER'S DESIGNATED REPRESENTITIVE . EXISTING VEGETATION TO
REMAIN SHALL BE PROTECTED AS DIRECTED BY THE OWNER'S DESIGNATED REPRESENTITIVE .
11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY OWNER'S
DESIGNATED REPRESENTITIVE TO ADJUST TREE LOCATIONS.
12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN
NOTIFICATION TO THE OWNER'S DESIGNATED REPRESENTITIVE . MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL
ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER.
13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS
AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE.
14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME,
BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION.
15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED.
16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND
SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE
REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS.
17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND
WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT.
18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR
SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS.
19.STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14.
20.SOIL PREPARATION SHOULD COMPLY WITH MASTERSPEC SPECIFICATION SECTION 329113.
21.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER AT ANY TIME. LANDSCAPE ARCHITECT TO
INSPECT ALL PLANT LOCATIONS AND PLANT BED CONDITIONS PRIOR TO INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED.
22.CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE.
PLANT MATERIAL QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY BE NEEDED TO MEET SPACING
REQUIREMENTS AND FIELD CONDITIONS.
23.ANY PLANT MATERIAL INSTALLED IN AN INCORRECT LOCATION, BY THE JUDGEMENT OF THE LANDSCAPE ARCHTECT, SHALL BE REINSTALLED
AT THE CONTRACTOR'S EXPENSE.
24.LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVEGROUND UTILITIES AND PROVIDE THE
NECESSARY PROTECTION FOR THE SAME BEFORE CONSTRUCTION BEGINS.
25.NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT TO THE LANDSCAPE
CONTRACTOR.
26.GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT.
27.ALL PLANT SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
RIVER TERRACE
PARK
PHASE 2
L4.01
PLANTING
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
1
J
u
n
1
6
,
2
0
2
5
-
4
:
1
3
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
NOTES:
1.NO SHINER BANDS ON TOOLED JOINTS.
2.PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER.
FOR PAVING
SCORING PATTERN
SEE LAYOUT PLAN
1 4 D
1
4" RADIUS TOOLED EDGES
CONCRETE PAVING1
4"
1
-
SCALE:
CONCRETE PAVING1
SCALE:
SCORE JOINT2
4"
4"
2
-
SCORE JOINT
4" CONCRETE,
LIGHT BROOM FINISH,
SEE LAYOUT PLAN
FOR SCORING
SLOPE VARIES
SEE CIVIL GRADING PLAN
SHEETS FOR ELEVATIONS
3
4" MINUS COMPACTED
CRUSHED ROCK
COMPACTED
SUBGRADE
SCALE:
4' CHAINLINK FENCING ON C.I.P. WALL4
LC
CONCRETE RETAINING WALL
SEE CIVIL DETAILS FOR ADDITIONAL
INFORMATION
ASPHALT MAINTENCE DRIVE
SEE CIVIL DETAILS FOR ADDITIONAL
INFORMATION
CHAINLINK FENCE
INSTALL PER
MANUFACTURER'S
INSTRUCTIONS
1
L4.05
SCALE:
RAILING5
MIDRAIL STYLE WITH WIDE SLATS AND A
CONTEMPORARY SQUARE TOP RAIL
MATERIAL: EXTRUDED ALUMINUM
FINISH: HIGH PERFORMANCE COATING COLOR: BLACK
OR APPROVED EQUAL
ALL RAILINGS TO CONFORM TO 2015 IRC AND IBC.
FINISHED GRADE
RAILING
SEE DETAIL 5 SHEET L4.02
4" CONCRETE SIDEWALK
ANCHOR BOLTS
5/8" HOLES FOR
5/8" X 6" FLANGE
6"
1/2" DIA. ANCHOR BOLT W/
TAMPER RESISTANT HEAD
IN LEAD SLEEVE
5/8" X 6" FLANGE
ALLAN BLOCK WALL RAIL ANCHOR DETAIL
WALL RAIL
SEE DETAIL 5
SHEET L4.02
CONCRETE
COPING
SURFACE MOUNT RAILING
KEYSTONE BLOCK
UNIT
SCALE:
WALL/WALK/RAIL CONNECTION3
RIVER TERRACE
PARK
PHASE 2
L4.02
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
2
J
u
n
1
6
,
2
0
2
5
-
4
:
1
3
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
NOTE:
POSITION LOG BETWEEN PROPOSED
PLANTS TO APPEAR NATURAL. DO
NOT DISTURB SURROUNDING AREA.
SCALE:
DOWN WOODY DEBRIS2
LOG WITH ROOTWAD
UNDISTURBED OR
COMPACTED SUBGRADE
DUCK BILL EARTH ANCHOR:
MODEL: 99-DB1
3.5' WIRE ROPE LENGTH
1/4" - 7X19 GAC - GALVANIZED
WIRE ROPE
SNAG MATERIAL AND PLACEMENT
SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
6
"
SNAG - HEIGHT VARIES, WITH
CENTERMOST BEING THE TALLEST,
AND ENDS BEING THE SHORTEST.
SET IN HOLES APPROXIMATELY ONE
-THIRD OF THE HEIGHT AND FIRMLY
TAMP AGGREGATE BACKFILL
AROUND BASE
SUBGRADE
1/4" GALV. CABLE THROUGH
CENTER OF SECURE - SECURE CABLE
CONNECTION WITH 1/4" GALV.
U-BOLT
INSTALL (2) EARTH
ANCHORS PER SNAG TO
MANUFACTURERS
SPECIFICATIONS VERIFY
SOIL COMPOSITION AND
DEPTH AS NECESSARY PER
MANUFACTURERS
DIRECTIONS.
3
4" CRUSHED
ROCK
BACKFILL
2.5'
O.C.
(TYP)
±1
0
'
±14"
±6"
±6"
SCALE:
SNAG1
1
/
3
T
H
E
H
E
I
G
H
T
O
F
T
H
E
S
N
A
G
±12"
±12"
±10"
±10"
±8"
±8"
±8
'
±6
'
±4
'
±2
'
±8
'
±6
'
±4
'
±2
'
PRECEDENT IMAGE
RIVER TERRACE
PARK
PHASE 2
L4.03
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
3
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
BENCH
MANUFACTURER: VICTOR STANLEY
MODEL: THE GREENSITES SERIES CM-324
FINISH: RECYCLED PLASTIC SLATS
COLOR: RECYCLED MAPLE
METAL: TITANIUM POWDERCOATED
SIZE: 72" LENGTH
SCALE:
BENCH SURFACE MOUNT2
VICTOR STANLEY
P.O. DRAWER 330 - DUNKIRK, MD 20754
TEL: (301) 855-8300
WEBSITE:VICTORSTANLEY.COM
NATURE'S WAY CEDAR
TRADITIONAL BLUEBIRD HOUSE
ITEM NUMBER: NWB-CWH3-CP4
W: BESTNEST.COM
P: 877-562-1818
*OR APPROVED EQUAL.
*INSTALL PER
MANUFACTURER'S
INSTRUCTIONS
SCALE:
BIRD HOUSE3
SCALE:
BOULDERS1
BURY A MIN. OF 13 OF OVERALL MASS
OF BOULDER BELOW GRADE. BOULDER
MUST REST IN STABLE POSITION FULLY
SUPPORTING ITS OWN WEIGHT.
SUBGRADE AND SURROUNDING SOIL MUST
BE STABLE AND CAPABLE OF SUPPORTING
BOULDERS WITHOUT SETTLING.
MULCH OR EXISTING DUFF LAYER
4" COMPACTED 3
4" MINUS
CRUSHED ROCK
UNDISTURBED OR
COMPACTED SUBGRADE
SIZES TO VARY
NOTES:
1. FIELD COORDINATE SELECTION AND
PLACEMENT OF BOULDERS WITH
LANDSCAPE ARCHITECT. STONES ARE TO
BE SMOOTH WITH NO ANGULAR FACES.
REMOVE AND EASE ALL SHARP EDGES AND
CORNERS. NATURAL GRAY-BROWN
COLOR.SEE LAYOUT PLAN
2. PLACE BOULDERS 7' O.C., SEE
DIMENSIONING ON L3.01 POND LAYOUT
PLAN, 2/L3.01 AND 3/L3.01.
3. PLACED BOULDERS SHALL BE INCAPABLE
OF ROLLING, PITCHING OR MOVING AFTER
PLACEMENT.
McGREGOR LAKE BOULDERS - OR
APPROVED EQUAL
MANUFACTURER: SMITH ROCK INC.
6001 SE JOHNSON CREEK BLVD.
PORTLAND, OR 97206
503.771.3110
PRECEDENT IMAGE
NOTE:
PET WASTE BAGS AND
DISPENSER TO BE PROVIDED
BY CITY OF TIGARD.
SCALE:
PET WASTE STATION5
SUPERIOR PET WASTE ELIMINATOR
STATION
MANUFACTURER: PET WASTE ELIMINATOR
POST MODEL: STEEL SIGN POST 8' HT.
COLOR: GREEN
SIGN MODEL: PLEASE CLEAN UP AFTER
YOUR PET
SUPERIOR PET WASTE ELIMINATOR
ADDRESS: 13280 NW FREEWAY, STE F356
HOUSTON, TX 77040-6003
PHONE: 1-800-790-8896
WEBSITE: PETWASTEELIMINATOR.COM
6'3'
8'
-
1
"
NEST BOX
PT POST
2" X 6" X 8'
3" U-TYPE METAL
FENCE POST
6' LENGTH
(3) T-POST TO WOOD
STEEL ADAPTER
GALV. WITH SET
SCREW- 12" O.C.
(3) 2" #10 WOOD
SCREWS
SCALE:
SWALLOW NEST BOX4
NOTE: OR APPROVED EQUAL
SCALE:
BOULDER7
BURY A MIN. OF 13 OF OVERALL MASS
OF BOULDER BELOW GRADE. BOULDER
MUST REST IN STABLE POSITION FULLY
SUPPORTING ITS OWN WEIGHT.
SUBGRADE AND SURROUNDING SOIL MUST
BE STABLE AND CAPABLE OF SUPPORTING
BOULDERS WITHOUT SETTLING.
MULCH
4" COMPACTED 3
4" MINUS
CRUSHED ROCK
UNDISTURBED OR
COMPACTED SUBGRADE
SIZES TO VARY
EXISTING BOULDER
PROVIDED BY OWNER
RIVER TERRACE
PARK
PHASE 2
L4.04
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
4
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
SCALE:
4' TALL CWS CHAIN LINK FENCE AND GATE1
DRAIN ROCK
1
4
1.
5
'
M
I
N
30
"
M
A
X
1'-6" MIN
1.4"-0" GRANULAR BACKFILL CRUSHED WITH LESS
THAN 5% PASSING THE #200 SIEVE.
2.LARGE DRAIN ROCK (2"-4") TAMPED WITH
BACKHOE BUCKET DURING PLACEMENT.
3.BACKFILL SHALL BE PLACE AND COMPACTED AS
ROCKS ARE BEING PLACED.
4.MINIMUM ROCK SIZE 0.5D (NOT LESS THAN 1.5
FEET)
5.PLACE A DRAINAGE GEOTEXTILE FABRIC AGAINST
EXCAVATION SLOPE PRIOR TO PLACING BACKFILL.
FABRIC SHALL EXTEND UNDER THE BOTTOM OF
THE DRAIN PIPE AND OVER THE TOP OF THE
BACKFILL PRIOR TO PLACEMENT OF THE
IMPERVIOUS SURFACE LAYER.
6.INSTALL 4" DIAMETER PERFORATED PIPE SLOPED
TO DRAIN TO DAYLIGHT.
7.IF PRESENT, LOOSE SOIL AT ROCKERY
FOUNDATION SHOULD BE OVEREXCAVATED AND
REPLACED WITH A COMPACTED SAND/GRAVEL
MIXTURE AS PRESCRIBED ABOVE.
8.INSLOPE ROCKERY FOUNDATION
LEGEND
4"-0" GRANULAR BACKFILL
BACKFILL: 2"-4" CLEAN DRAIN ROCK
ROCKERY BOULDER
QUARRY SPALLS: PLACED AS
NECESSARY, SUCH THAT OPENINGS
BETWEEN ROCKS ARE FILLED.
ROCKERY WALL NOTES
WRAP DRAINROCK ZONE WITH
24" X 24" MIRAFI 140N
GEOTEXTILE OR EQUIVALENT
INSTALL 4" DIA
PERF. PIPE
SCALE:
ROCKERY WALL2
CONCRETE PAVING1
L4.02
COMPACTED
SUBGRADE
RIVER TERRACE
PARK
PHASE 2
L4.05
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
5
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
SCALE:
CONCRETE STAIR WITH CHEEKWALL3
SCALE:
CONCRETE CHEEKWALL / HANDRAIL4
SCALE:
CONCRETE STAIR WITH HANDRAIL2
SCALE:
STAIR EDGE TREATMENT1
2"
1"
2"
RADIUS EDGE OF
TREAD NOSE
SCORE CONCRETE FULL
LENGTH OF TREAD 1
4"
DEPTH
CONCRETE STAIR W/ LIGHT
BROOM FINISH
1
2"
CL
6"
3"
CHEEK WALL SECTION
2
-
HANDRAIL BOTH SIDE OF STAIR
AND RAMP
STAIR OR
RAMP
1
2" RADIUS
EDGES
(2)#3 BAR CONT.
2" CLEAR
#3 BAR AT STAIR AT 12"
O.C. THRU JOINT
3
4" COMPACTED
CRUSHED ROCK, DEPTH
VARIES
COMPACTED
SUBGRADE
2'
-
1
0
"
12"
12"
1/4
ALL WELDS - 1
4" SMOOTH
ALL POSTS TO BE VERTICAL
AND PLUMB
4" X 4" X 3
8" THICK BASE PLATE
3/4" COMPACTED
CRUSHED ROCK
DEPTH VARIES
CONCRETE
PAVING
COMPACTED
SUBGRADE
CONCRETE
STAIRS
1 1
4" DIA HANDRAIL, BLACK POWDER
COATED, STEEL PIPE. CONTRACTOR
TO SUBMIT SHOP DRAWINGS FOR
APPROVAL
3
-
HANDRAIL
BS SPOT
ELEVATION
TS SPOT
ELEVATION
GB / CONSTRUCTION
JOINT
FINISH GRADE
ADJACENT TO
CHEEKWALL TO BE 1"
MAX BELOW TOP OF
WALL
L4.02
1
3
"
CONCRETE
CHEEKWALL WITH
HANDRAIL
4
-
3"
10
"
10
"
6"
6"
7"
1/2"
12" TYP.12"
4"
2"
4"
TS SPOT ELEVATION
PROVIDE TROWELED EDGE
WITH GROOVES TO RESIST
SLIPPERY EDGE
HANDRAIL
NOT SHOWN
13" TREAD WITH 12"
EXPOSURE MIN.
BS SPOT ELEVATION
CONCRETE
CHEEKWALL BEYOND
(2) #3 BAR
#3 BAR CONT.
#3 BAR AT 12"
O.C. BOTH WAYS
COMPACTED
SUBGRADE
FINISHED GRADE
VARIES
CONCRETE
PAVING
1
-
4
-
2
-
FINISH GRADE
ADJACENT TO
CHEEKWALL TO BE 1"
MAX BELOW TOP OF
WALL
L4.02
1
6"
2"
2"
10"
RIVER TERRACE
PARK
PHASE 2
L4.06
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
6
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
TOP OF WALL
BOTTOM OF WALL POND BOTTOM WATER QUALITY SWALE
DECORATIVE METAL
PANEL TYP.
SEE SHEET L4.07 FOR
MOUNTING DETAILS.
BEND IN WALL
12' TYP.
7'
7'
-
5
"
12
'
-
4
"
CONTRACTOR TO VERIFY
DIMENSIONS ON WALL PRIOR
TO INSTALLATION
1'
-
6
"
F
R
O
M
TO
P
O
F
WA
L
L
CIP WALL
SEE CIVIL PLANS
14'-10"
8'
-
1
0
"
T TMBCBMPSSP
1'
-
6
"
F
R
O
M
TO
P
O
F
WA
L
L
2'
F
R
O
M
T
O
P
OF
W
A
L
L
1'
-
6
"
F
R
O
M
TO
P
O
F
SW
A
L
E
W
A
L
L
1'
-
6
"
F
R
O
M
TO
P
O
F
SW
A
L
E
W
A
L
L
1'
-
6
"
F
R
O
M
TO
P
O
F
SW
A
L
E
W
A
L
L
1'
-
6
"
F
R
O
M
TO
P
O
F
SW
A
L
E
W
A
L
L
PANELS TO ALIGN
ALONG WALL
OWNER TO APPROVE OF PANEL
LOCATION PRIOR TO CONTRACTOR
INSTALLATION
RIVER TERRACE
PARK
PHASE 2
L4.07
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
7
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
CAST IN PLACE WALL PROFILE
CAST IN PLACE WALL SCREENING: MOZ - 4FT x 8FT ALUMINUM PANELS:
MOZ PANEL SELECTION:
POWDER COAT:
CIP WALL VIEW 2 BUBBLES
3/16" THICKNESS
"B"
QTY: 2
TREE
1/4" THICKNESS
"T"
QTY: 2
PALM
3/16" THICKNESS
"M"
QTY: 2
PETALS
3/16" THICKNESS
"P"
QTY: 2
CRISS-CROSS
3/16" THICKNESS
"S"
QTY: 2
CARTE
3/16" THICKNESS
"C"
QTY: 1
2ND SUBMITTAL: 05/09/2024
RIVER TERRACE
PARK
PHASE 2
L4.08
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
8
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
RIVER TERRACE
PARK
PHASE 2
L4.09
CONSTRUCTION
DETAILS
N:
\
p
r
o
j
\
1
4
6
-
0
0
4
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
P
h
a
s
e
2
\
L
a
n
d
s
c
a
p
e
\
1
4
6
0
0
4
.
(
L
4
)
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
L
4
.
0
9
J
u
n
1
6
,
2
0
2
5
-
4
:
1
4
p
m
m
i
c
h
e
l
l
e
.
h
u
n
d
l
e
y
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
MLH
AS-BUILT
146-004
03/22/20246TH SUBMITTAL:
NO.
TYPE:
T C
TI
E
08/04/2021 HC
S
D
CRAEPA
A
L
N
EREREGIS
OREGON
T
1085
D
VALID THROUGH 08/31/2025
06/17/2025
MLH
H:
\
2
7
\
2
7
4
8
7
-
R
i
v
e
r
T
e
r
r
a
c
e
P
a
r
k
\
d
e
s
i
g
n
\
_
C
D
\
2
7
4
8
7
I
l
l
u
m
i
n
a
t
i
o
n
P
l
a
n
s
-
p
h
a
s
e
2
.
d
w
g
-
S
H
E
E
T
:
I
L
-
1
M
a
y
1
6
,
2
0
2
3
-
1
0
:
5
8
a
m
j
h
e
n
r
i
k
s
e
n
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
KCS
CONSTRUCTION
146-004
12/15/20221ST SUBMITTAL:
NO.
TYPE:
EXPIRES: 06/30/24
.
Y
65552PE
OREGON
N
D
D
W
A
E
E
U
J
L
S I E R G E
RET E
1
RS
9 ,
BRA
02 0 GUO
IS
EENIG
R
OPR EFS
O
L
A
N
C
H
3' (TYP.)
TYPICAL STREET LIGHT DETAIL (SIDEWALK W/ LANDSCAPE STRIP)
NOT TO SCALE
1
JB
POLE
LIGHT
#10 3C 1
CU
R
B
F
A
C
E
SI
D
E
W
A
L
K
ROAD
8' (TYP)
VARIES
LC
ILLUMINATION NOTES AND DETAILS
1' (TYP.)
TYPICAL STREET LIGHT DETAIL (CURB TIGHT SIDEWALK)
NOT TO SCALE
1
JB
POLE
LIGHT
#10 3C 1
CU
R
B
F
A
C
E
ROAD
8' (TYP)
VARIES
LC
SI
D
E
W
A
L
K
LEGEND
LP
(N)Install decorative light pole (LP), pole number (N) project.
JB
1
Install 17" x 30" x 18" precast concrete junction box for
street lighting per P.G.E. Requirement.
GENERAL NOTES
1.All materials and workmanship shall conform to P.G.E. Option "B" specifications. All materials and installation
shall be approved by P.G.E.
2.All electrical equipment shall conform to the current standards of the National Electrical Manufacturers
Association (NEMA) and the Underwriters Laboratories, inc. (U.L.) wherever applicable. In addition to the
requirements of the plans, standard specifications, and the special provisions, all materials and workmanship
shall conform to the current requirements of the National Electrical Code (NEC) the National Electrical Safety
Code, standards of the American National Standards Institute (ANSI), and any local ordinances which may
apply.
3.Location of illumination conduits and junction boxes are approximate. Coordinate with other utilities to
ensure proper installation.
4.Coordinate work with Chung Lam of P.G.E. at (503) 736-5785 to obtain conduit plan.
2. Junction boxes shall be PGE-approved splice boxes. PGE-approved boxes to be supplied and installed by the Contractor are:
MANUFACTURER:JB-1 Catolog Number:
Junction box covers shall be marked as follows:
"ELECTRIC" OR "POWER" on all roadways (PGE Option "B")
Newbasis (Associated Plastics)
Armorcast
Highline
Quazite (Hubbell)
Oldcastle
Ripley
DTL
Intermactic
RD8645
DLL 1271.5 J50
EK4536SB
FCA173018T-00043
A6001640TAX18
CHA173018HE1
A42173018A017
17301726
4. The photoelectric control shall be PGE-approved extended life twistlock, electronic, 105 to 300 volt. The PGE-approved photoelectric
control is:
5. #10 AWG, 600 volt, 3-conductor, class B stranding, THPE TC, with sunlight-resistant PVC jacket. suitable for direct burial
installations. Insulation to be black, and green per NEMA WC-7 for NEC applications (TFN, THWN, THHN), with fillers or tape
added to produce round outer jacket, rated 90 degree C dry and 75 C wet, 1000 ft NR reels. Jacket to display sequential
footage markings. 2 labels, one attached to the outside flange surface, one attached to the drum each to detail total footage,
inside or starting footage.
Manufacturer:Catalog Number:
APPROVED STREET LIGHTING EQUIPMENT:
3. Luminaire shall be PGE approved cobrahead-style. The approved luminaires are:
Shakespeare BHT3099S1BL9901
1. Light pole for cobrahead-style fixtures shall be PGE-approved 30-foot direct buried, black composite with 25 foot mounting height.
The approved cobrahead light pole is:
Manufacturer:Top Piece:
OPAR-6-BK
6-Ft Arm:
BHS3099N3BL9901
Stub Piece:
Style:Manufacturer:
Cobrahead Leotek, 45 Watt LED GCJ2-20H-MV-WW-2R-BK-700-PCR7-RWG-WL-FDC-PGE
Product Code:
LEGEND &
IL-1
DETAILS
ILLUMINATION
PHASE 2
TERRACE
PARK
RIVER
H:
\
2
7
\
2
7
4
8
7
-
R
i
v
e
r
T
e
r
r
a
c
e
P
a
r
k
\
d
e
s
i
g
n
\
_
C
D
\
2
7
4
8
7
I
l
l
u
m
i
n
a
t
i
o
n
P
l
a
n
s
-
p
h
a
s
e
2
.
d
w
g
-
S
H
E
E
T
:
I
L
-
2
M
a
y
1
6
,
2
0
2
3
-
1
0
:
5
8
a
m
j
h
e
n
r
i
k
s
e
n
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
KCS
CONSTRUCTION
146-004
12/15/20221ST SUBMITTAL:
NO.
TYPE:
EXPIRES: 06/30/24
.
Y
65552PE
OREGON
N
D
D
W
A
E
E
U
J
L
S I E R G E
RET E
1
RS
9 ,
BRA
02 0 GUO
IS
EENIG
R
OPR EFS
O
L
A
N
C
H
IL-2
ILLUMINATION
TABLES
PHASE 2
TERRACE
PARK
RIVER
0.4 0.5 0.6 0.6 0.6
0.4 0.5 0.5 0.6 0.6
0.3 0.4 0.5 0.6 0.6 0.6
0.5 0.5 0.6 0.7 0.7 0.7
0.8 0.7 0.6 0.6 0.6 0.7 0.8 0.7
1.3 1.2 1.0 0.8 0.7 0.7 0.7 0.8 0.8 0.8
1.3 1.2 1.1 0.9 0.8 0.8 0.8 0.9 0.9 0.8
1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.9
1.2 1.2 1.2 1.1 1.1 1.0 0.9 0.9 0.9 0.9
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
0.8 0.9 0.9 0.9 1.0 1.0 1.1 1.0
0.9 1.0 1.0 1.1 1.2 1.1
0.9 1.0 1.1 1.2 1.2 1.1
1.1 1.2 1.2 1.3 1.2
1.1 1.3 1.3 1.3 1.2
0.6 0.7
0.6 0.7 0.7 0.8 0.9
0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.8 0.9 0.9
0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.6
0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 0.9 0.8 0.8 0.7 0.6
0.9 0.8 0.8 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.6 0.5
0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.0 1.0 0.9 0.8 0.6
0.6 0.7 0.8 0.8 0.9 1.0 1.1 1.0 1.0 0.9 0.8 0.6
0.7 0.8 0.9 1.0 1.1 1.2 1.1 0.9 0.9 0.7
0.9 1.0 1.1 1.2 1.2 1.1 0.9 0.8 0.7
1.0 1.1 1.2 1.3 1.3 1.1 0.9 0.7 0.6
1.3 1.3 1.4 1.3 1.1 0.9 0.7
1.4 1.4 1.4 1.2 1.0 0.8 0.6
0.9 0.7 0.5
1.4 1.4 1.3 1.3 1.1
1.2 1.3 1.3 1.3 1.1
1.0 1.1 1.2 1.3 1.1
0.8 0.9 1.0 1.1 1.2 1.1
0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.0
1.2 1.0 0.8 0.8 0.8 0.9 0.9 1.0 1.0 0.9
1.3 1.1 0.9 0.9 0.8 0.9 0.9 1.0 1.0 0.9
1.2 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.0 1.0
1.2 1.2 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.0
1.0 1.0 1.0 0.9 0.9 0.8 0.9 1.0 1.0 1.0
0.8 0.8 0.8 0.8 0.9 0.9 1.0 0.9
0.7 0.8 0.8 0.8 0.9 0.9 0.9
0.7 0.8 0.8 0.9 0.9 0.9
0.7 0.8 0.9 0.9 0.9
0.7 0.8 0.9 1.0 1.0
1.4 1.4 1.3 1.2 1.1
1.2 1.3 1.3 1.3 1.2
1.1 1.2 1.2 1.3 1.2
0.8 1.0 1.0 1.1 1.2 1.1
0.7 0.8 0.9 0.9 1.0 1.1 1.0
1.1 0.9 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0
1.3 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.9 0.9 0.9
1.2 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.9 0.9 0.8
1.1 1.1 1.1 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8
0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.8
0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.7
0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7
0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.6
0.2 0.3 0.3 0.5 0.6 0.6 0.6
0.2 0.3 0.4 0.5 0.5 0.5
0.3 0.4 0.5 0.5 0.5
0.3 0.4 0.5 0.5 0.5
1.3 1.2
1.1 1.3 1.3 1.2 1.1
0.9 1.1 1.3 1.3 1.1 1.0 0.8
0.9 1.1 1.2 1.3 1.1 0.9 0.8 0.6
1.0 1.1 1.2 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.4
1.1 1.2 1.2 1.2 1.2 1.1 0.9 0.8 0.7 0.6 0.5 0.5 0.5
1.3 1.4 1.4 1.3 1.2 1.1 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.5
1.5 1.5 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5
1.4 1.4 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.5
1.4 1.4 1.3 1.2 1.1 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.4
1.2 1.2 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3
1.0 0.9 0.9 0.8 0.8 0.8 0.7 0.6 0.5
0.7 0.7 0.7
0.8 0.6
1.2 1.1 0.9 0.7 0.7 0.6 0.5 0.6
1.4 1.3 1.2 1.0 0.9 0.8 0.7 0.6 0.6
1.4 1.4 1.4 1.3 1.2 1.0 0.9 0.8 0.7 0.7
1.3 1.3 1.3 1.4 1.3 1.1 1.0 0.9 0.8 0.7
1.1 1.1 1.2 1.4 1.3 1.2 1.0 1.0 0.9 0.8
1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.8
0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6
1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.0 0.8 0.7 0.5
1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.6 0.5
1.5 1.4 1.4 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.8 0.7 0.5
1.4 1.4 1.4 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.6
1.3 1.4 1.4 1.3 1.2 1.1 1.0 1.0 0.9 0.7 0.6
1.1 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.8 0.6 0.5
0.9 0.9 0.9 0.9 0.8 0.9 0.8 0.7 0.6 0.4
0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5
0.5 0.5 0.5 0.5 0.5 0.51.0 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7
1.1 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.0 0.9 1.0
1.2 1.1 1.0 0.9 0.9 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.1
1.3 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.2 1.3 1.3 1.4 1.4 1.3
1.2 1.2 1.1 1.1 1.0 1.0 0.9 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.4
1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.1 1.3 1.4 1.5
0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.4
0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8
0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5
0.5 0.5 0.5 0.5 0.4 0.3
0.4 0.5 0.5 0.4 0.4 0.3
0.5 0.5 0.5 0.4 0.4 0.3
0.4 0.5 0.4 0.4 0.3
0.4 0.4 0.4 0.4 0.3
0.4 0.4 0.4 0.4 0.3 0.3
0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4
0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.6
1.3 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8
1.5 1.4 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.0
1.4 1.4 1.3 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.2
1.3 1.4 1.3 1.3 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.3
1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.2
1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 1.0 1.2
0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.6 0.6 0.6 0.7 0.8 1.0
0.4 0.5 0.5 0.6 0.6
0.4 0.5 0.6 0.7 0.7
0.5 0.7 0.8 0.9 0.8
0.7 0.8 0.9 1.0 0.9
0.9 1.0 1.1 1.2 1.0
1.1 1.2 1.2 1.3 1.1
1.3 1.4 1.3 1.3 1.1
1.5 1.5 1.3 1.2 1.0
1.5 1.5 1.3 1.2 1.0
1.3 1.4 1.3 1.3 1.1
1.1 1.2 1.2 1.3 1.1
0.9 1.0 1.1 1.2 1.0
0.7 0.8 0.9 1.0 0.9
0.6 0.7 0.8 0.9 0.8
0.5 0.6 0.7 0.7 0.7
1.2 1.4 1.3 1.3 1.1
1.5 1.5 1.3 1.2 1.1
1.4 1.5 1.3 1.2 1.1
1.2 1.3 1.3 1.3 1.1
1.0 1.1 1.1 1.2 1.1
0.8 0.9 1.0 1.1 1.0
0.6 0.7 0.8 1.0 0.9
0.5 0.6 0.7 0.8 0.8
0.4 0.5 0.6 0.6 0.6
0.3 0.4 0.5 0.5 0.5
0.3 0.3 0.4 0.4 0.5
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4
0.3 0.3 0.4 0.4 0.4
0.3 0.4 0.4 0.4 0.4
0.3 0.4 0.4 0.5 0.4
0.4 0.5 0.5 0.5 0.5
0.5 0.5 0.6 0.7 0.6
0.6 0.7 0.8 0.8 0.7
0.7 0.8 1.0 1.0 0.8
0.9 1.0 1.1 1.1 0.9
1.1 1.2 1.2 1.2 1.0
1.3 1.3 1.3 1.2 1.0
1.5 1.4 1.3 1.1 1.0
1.5 1.4 1.3 1.1 1.0
0.7 0.8 1.0 1.1 1.0
0.8 1.0 1.1 1.2 1.1
1.0 1.2 1.2 1.3 1.2
1.2 1.3 1.3 1.3 1.2
1.4 1.5 1.4 1.3 1.1
1.5 1.5 1.4 1.2 1.1
1.2 1.4 1.3 1.3 1.1
1.0 1.2 1.2 1.3 1.2
0.9 1.0 1.1 1.2 1.1
0.7 0.8 0.9 1.0 1.0
0.5 0.6 0.7 0.9 0.8
0.4 0.5 0.6 0.7 0.7
0.3 0.4 0.5 0.5 0.6
0.3 0.4 0.4 0.5 0.5
0.2 0.3 0.4 0.4 0.4
0.2 0.2 0.3 0.4 0.4 0.4
0.2 0.2 0.3 0.4 0.4 0.4
0.2 0.2 0.3 0.4 0.4 0.4
0.2 0.3 0.3 0.4 0.4 0.3
0.2 0.3 0.3 0.4 0.4 0.3
0.2 0.2 0.3 0.4 0.4 0.3 0.3
0.2 0.3 0.4 0.4 0.4 0.3 0.3
0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3
0.3 0.3 0.4 0.4 0.4 0.4 0.3
0.4 0.4 0.4 0.4 0.4 0.4 0.3
0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.3
0.6 0.6 0.7 0.6 0.6 0.5 0.4
0.7 0.8 0.8 0.8 0.8 0.6 0.5 0.4
1.0 1.0 1.0 1.0 0.9 0.7 0.5 0.5
1.2 1.2 1.1 1.2 1.1 0.9 0.7 0.5
1.4 1.4 1.3 1.2 1.1 0.9 0.7 0.5
1.5 1.5 1.4 1.3 1.1 1.0 0.8 0.6
1.4 1.5 1.3 1.2 1.0 0.9 0.7 0.5
1.1 1.3 1.3 1.3 1.2 1.0 0.8 0.6
0.7 1.0 1.1 1.2 1.3 1.1 0.9 0.7 0.5
0.9 1.0 1.1 1.2 1.0 0.8 0.6
1.0 1.1 1.1 0.9 0.7
0.9 0.8 0.6
0.6
1.5
1.6 1.4 1.3 1.1 1.0 0.8
1.4 1.4 1.3 1.1 1.0 0.7 0.5
1.1 1.3 1.3 1.3 1.1 0.9 0.7 0.5
0.9 1.1 1.1 1.2 1.1 0.9 0.7
0.7 0.9 1.0 1.1 1.0 0.8 0.6
0.6 0.7 0.9 0.9 0.9 0.7 0.6
0.5 0.6 0.7 0.8 0.7 0.6 0.5
0.3 0.4 0.5 0.6 0.6 0.6 0.5
0.2 0.3 0.4 0.5 0.5 0.5 0.4
0.2 0.3 0.3 0.4 0.4 0.4 0.3
0.2 0.2 0.3 0.4 0.4 0.3 0.3
0.2 0.2 0.3 0.3 0.3 0.3 0.2
0.2 0.2 0.3 0.3 0.3 0.2 0.2
0.2 0.2 0.2 0.3 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.3 0.3 0.3 0.2
0.2 0.2 0.3 0.3 0.3 0.3
0.2 0.3 0.3 0.4 0.3 0.3
0.2 0.3 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.4 0.4
0.3 0.4 0.5 0.5 0.5 0.4
0.4 0.5 0.6 0.7 0.6 0.5
0.6 0.7 0.8 0.9 0.8 0.6
0.7 0.8 1.0 1.0 0.9 0.7
1.0 1.0 1.1 1.1 1.0 0.8
1.2 1.2 1.2 1.2 1.0 0.8
1.4 1.4 1.3 1.2 1.0 0.8
1.5 1.4 1.3 1.1 1.0 0.8
1.4 1.4 1.3 1.1 1.0 0.8
1.2 1.3 1.2 1.2 1.0 0.8
1.0 1.1 1.2 1.2 1.0 0.8
0.8 0.9 1.0 1.1 0.9 0.7
0.6 0.7 0.9 0.9 0.8 0.6
0.5 0.6 0.7 0.8 0.7 0.5
0.4 0.5 0.6 0.6 0.6 0.5
0.3 0.4 0.5 0.5 0.5 0.4
0.3 0.4 0.4 0.5 0.4 0.4
0.3 0.3 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.3 0.2
0.3 0.4 0.4 0.4 0.3 0.2
0.3 0.4 0.4 0.4 0.3 0.2
0.4 0.4 0.4 0.3 0.2 0.2
0.4 0.4 0.4 0.3 0.3 0.2
0.4 0.4 0.4 0.4 0.3 0.3
0.4 0.4 0.4 0.4 0.3 0.3
0.4 0.5 0.5 0.4 0.4 0.3
0.5 0.5 0.6 0.6 0.5 0.5
0.6 0.7 0.7 0.7 0.6 0.6
0.7 0.8 0.9 0.9 0.8 0.8
0.7 0.9 1.1 1.0 1.0 1.0
0.9 1.1 1.2 1.2 1.2 1.1
0.9 1.1 1.3 1.3 1.4 1.4
0.8 1.0 1.2 1.3 1.4 1.5
0.9 1.1 1.2 1.3 1.4 1.2
0.9 1.0 1.2 1.3 1.3 1.1
0.8 1.0 1.2 1.2 1.1 0.9
0.9 1.1 1.1 1.0 0.8 0.6
0.8 0.9 1.0 0.9 0.7 0.5
0.7 0.8 0.8 0.8 0.6 0.5
0.6 0.7 0.6 0.5 0.4 0.3
0.5 0.5 0.5 0.5 0.4 0.3
0.4 0.5 0.5 0.5 0.4 0.3
0.4 0.4 0.5 0.4 0.4 0.3
0.4 0.4 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.4 0.4
0.3 0.4 0.4 0.4 0.4 0.3
0.3 0.3 0.4 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.4 0.4
0.3 0.3 0.4 0.4 0.4 0.4
0.2 0.3 0.4 0.4 0.5 0.4
0.2 0.3 0.4 0.4 0.5 0.5
0.3 0.4 0.5 0.5 0.6 0.5
0.3 0.4 0.5 0.6 0.7 0.6
0.5 0.6 0.8 0.9 0.8
0.6 0.7 0.9 1.0 1.0 0.8
0.7 0.8 1.0 1.1 1.1 0.9
1.0 1.1 1.2 1.2 1.0 0.8
1.2 1.3 1.3 1.2 1.0
1.3 1.4 1.3 1.2
1.5 1.4
0.4 0.3
0.5 0.4 0.4 0.3
0.4 0.5 0.5 0.4 0.3
0.4 0.5 0.5 0.4 0.4 0.3
0.4 0.5 0.5 0.5 0.4 0.4
0.5 0.5
0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.4
1.1 1.1 1.1 1.1 1.1 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.2 1.3 1.5 1.5
1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.3 1.3
1.3 1.3 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.3 1.3 1.2 1.2
1.5 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.1 1.1 1.1 1.1
1.4 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9
0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.0 1.0 1.0 1.1 1.0 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 1.0 1.0 1.0 1.0 1.0 0.2 0.3 0.3 0.2 0.2
0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.8 0.9 1.0 1.2 1.2 1.2 1.1 1.2 1.2 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.2 1.1 1.1 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.7 0.8 1.0 1.1 1.2 1.2 1.1 1.1 1.2 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.7 0.8 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2
0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.3 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.2 1.2 1.2 1.3 1.2 1.1 0.9 0.7 0.6 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.9 1.0 1.3 1.4 1.5 1.4 1.3 1.1 0.9 0.7 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.4 1.4 1.4 1.2 1.1 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.7 0.8 1.0 1.2 1.3 1.4 1.4 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.2 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3
0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 1.0 1.2 1.3 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.6 0.7 0.9 1.1 1.3 1.5 1.5 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4
0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4
0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.2 0.3 0.3 0.4 0.4 0.5 0.4
0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.4 0.5 0.5 0.5 0.5
0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.6
0.2 0.3 0.3 0.4 0.4 0.4 0.6 0.7 0.8 0.8 0.7
0.3 0.3 0.4 0.4 0.5 0.5 0.7 0.8 1.0 1.0 0.8
0.3 0.4 0.5 0.5 0.6 0.5 0.9 1.0 1.1 1.1 0.9
0.4 0.5 0.6 0.7 0.7 0.6 1.2 1.2 1.2 1.2 1.0
0.5 0.6 0.7 0.9 0.9 0.8 1.3 1.3 1.3 1.2 1.0
0.7 0.8 0.9 1.0 1.0 0.9 1.5 1.4 1.2 1.1 0.9
0.8 1.0 1.1 1.2 1.1 0.9 1.5 1.4 1.2 1.1 0.9
1.0 1.2 1.3 1.3 1.2 1.0 1.3 1.3 1.3 1.2 1.0
1.2 1.4 1.4 1.3 1.1 0.9 1.1 1.2 1.2 1.2 1.0
1.4 1.5 1.4 1.2 1.1 0.9 0.9 1.0 1.1 1.1 0.9
1.4 1.3 1.3 1.1 0.9 0.7 0.8 1.0 1.0 0.8
1.2 1.3 1.3 1.2 1.0 0.6 0.7 0.8 0.8 0.7
1.0 1.1 1.2 1.2 1.0 0.5 0.6 0.7 0.7 0.6
0.8 0.9 1.1 1.1 0.9 0.7 0.4 0.5 0.6 0.6 0.6
0.7 0.8 0.9 0.9 0.8 0.6 0.4 0.5 0.5 0.5 0.5
0.5 0.7 0.8 0.8 0.7 0.6 0.3 0.4 0.5 0.5 0.5
0.6 0.6 0.7 0.6 0.5 0.5 0.3 0.4 0.5 0.5 0.5
0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.4 0.5 0.5 0.5
0.5 0.5 0.6 0.6 0.5 0.4 0.3 0.4 0.5 0.5 0.5
0.5 0.6 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.5 0.5
0.5 0.6 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.5 0.5
0.6 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.5 0.5
0.5 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.5 0.6
0.5 0.5 0.5 0.5 0.4 0.3 0.4 0.5 0.6 0.6
0.5 0.6 0.5 0.5 0.4 0.4 0.5 0.6 0.7 0.8
0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.7 0.9 0.9
0.7 0.8 0.8 0.7 0.6 0.8 0.9 1.0 1.1
0.8 0.9 1.0 0.9 0.8 0.8 1.0 1.1 1.2 1.2
0.8 1.0 1.1 1.1 1.1 1.1 1.2 1.3 1.3 1.2
1.0 1.2 1.2 1.2 1.3 1.2 1.4 1.4 1.3 1.2
1.0 1.1 1.3 1.3 1.4 1.5 1.6 1.4 1.2 1.1
0.9 1.0 1.2 1.3 1.4 1.5
1.0 1.1
0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.3 1.1
0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.5 1.6 1.4 1.3
1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.7 0.8 1.0 1.1 1.3 1.4 1.4 1.4 1.3
1.3 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.4
1.4 1.3 1.1 1.0 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 0.9 1.0 1.1 1.2 1.1 1.1 1.2 1.3
1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 0.9 0.9 1.0 0.9 1.0 1.0 1.0
1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8
1.3 1.6
0.9 1.2 1.4 1.5
0.4 0.6 0.7 0.9 1.2 1.3 1.4 1.3
0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.2
0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.7 0.8 1.0 1.2 1.2 1.2 1.0
0.5 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.9 1.0 1.0 1.1 1.0 0.9 0.8
0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.9 0.8 0.8 0.7 0.6
0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.6 0.6
1.1 1.2 1.2 1.2 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.5
1.2 1.3 1.3 1.2 1.1 0.9 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4
1.4 1.4 1.3 1.1 1.0 0.8 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3
1.5 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3
1.6 1.4 1.2 1.0 0.8 0.6
1.4
1.2 1.4 1.5 1.5
0.6 0.7 1.0 1.2 1.4 1.4 1.4
0.4 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.2 1.3
0.3 0.4 0.4 0.6 0.7 0.9 1.1 1.2 1.2 1.1 1.1 1.1
0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.0 0.9 0.9
0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.8 0.9 0.8 0.8 0.7 0.7 0.6
0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.6 0.6 0.5
0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5
0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4
0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3
0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2
0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.2
0.6 0.7 0.8 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2
0.5 0.6 0.8 0.9 1.0 1.0 1.0 0.8 0.6 0.5 0.3 0.3
0.6 0.7 0.8 1.0 1.1 1.2 1.2 1.0 0.8 0.6 0.4
0.6 0.8 0.9 1.0 1.1 1.2 1.3 1.1 1.0 0.8 0.6
0.6 0.8 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.0 0.8
0.7 0.9 1.1 1.3 1.3 1.3 1.4 1.5 1.3 1.0
0.8 1.0 1.1 1.2 1.3 1.4 1.5 1.6
0.8 0.9 1.0 1.0 1.2 1.3 1.3
0.8 0.8 0.9 1.0 1.0
0.7 0.7 0.7 0.7
0.6 0.5 0.5
0.5 0.4
0.4
0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.0 1.2 1.4 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.7 0.9
0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.4 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.0 1.2 1.4
0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.7 0.7 0.7 0.7 0.8 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.2 1.2 1.3 1.3 1.2 1.0 0.9 0.7 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.3
0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.0 0.9 1.0 1.0 0.9 0.9 0.8 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.1 1.1 1.1 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.0 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.2 1.2
0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.2 1.1 1.1 1.1 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 0.9 0.9 1.0 0.9 0.9 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.1 1.1 1.1 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.1 1.1 1.0
0.5 0.5 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.3 1.2 1.2 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9
0.4 0.4 0.5 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.4 1.4 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.4 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.7 0.6 0.6
0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.1 1.3 1.4 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.5 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4
0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 1.0 1.2 1.4 1.2 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2
0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.6 0.7 0.9 1.1 1.3 1.4 1.3
0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.1 1.3 1.4 1.5 1.4
0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.3 1.3 1.3
0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.2 1.2 1.3
0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.1 1.1 1.1
0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9
0.6 0.6 0.6 0.5 0.4
0.8 0.8 0.7 0.6 0.5
0.9 1.0 0.9 0.8 0.7
1.0 1.1 1.0 1.0 0.9
1.1 1.2 1.2 1.2 1.1
1.1 1.2 1.3 1.4 1.3
1.0 1.2 1.3 1.5 1.5
1.0 1.2 1.3 1.5 1.5
1.1 1.2 1.3 1.3 1.3
1.1 1.2 1.2 1.2 1.1
1.0 1.1 1.1 1.0 0.9
0.9 1.0 0.9 0.8 0.7
0.8 0.8 0.8 0.6 0.5
0.6 0.7 0.6 0.5 0.4
0.5 0.5 0.5 0.4 0.4
0.4 0.5 0.5 0.5 0.4 0.3
0.4 0.4 0.5 0.4 0.4 0.3
0.4 0.4 0.5 0.4 0.4 0.3
0.4 0.4 0.5 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.4 0.3
0.3 0.3 0.4 0.5 0.4 0.4
0.3 0.3 0.4 0.5 0.4 0.4
0.3 0.3 0.4 0.5 0.5 0.4
0.3 0.4 0.4 0.5 0.5 0.4
0.4 0.4 0.5 0.5 0.5 0.5
0.4 0.5 0.6 0.7 0.7 0.6
0.5 0.6 0.8 0.8 0.8 0.6
0.7 0.8 0.9 1.0 0.9 0.7
0.9 1.0 1.0 1.1 1.0 0.8
1.1 1.2 1.2 1.2 1.1 0.9
1.3 1.3 1.3 1.2 1.1 0.8
1.5 1.5 1.3 1.2 1.0 0.8
1.5 1.5 1.3 1.2 1.0 0.8
1.3 1.3 1.3 1.2 1.1 0.8
1.1 1.2 1.2 1.2 1.1 0.8
0.9 1.0 1.1 1.1 1.0 0.8
0.7 0.8 0.9 1.0 0.9 0.7
0.5 0.6 0.7 0.8 0.8 0.6
0.4 0.5 0.6 0.7 0.6 0.5
0.4 0.4 0.5 0.5 0.5 0.5
0.3 0.4 0.4 0.5 0.5 0.4
0.3 0.4 0.4 0.5 0.4 0.4
0.3 0.4 0.4 0.4 0.4 0.4
0.3 0.4 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.4 0.3
0.3 0.4 0.4 0.4 0.3 0.3
0.4 0.4 0.4 0.4 0.3 0.2
0.4 0.4 0.4 0.4 0.3 0.2
0.4 0.4 0.4 0.4 0.3 0.2
0.4 0.5 0.4 0.4 0.3 0.2
0.5 0.5 0.5 0.4 0.3 0.3
0.5 0.5 0.5 0.5 0.4 0.3
0.6 0.7 0.6 0.5 0.5 0.4
0.7 0.8 0.8 0.7 0.6 0.5
0.8 1.0 1.0 0.8 0.7 0.6
0.9 1.1 1.1 1.0 0.9 0.7
1.0 1.2 1.2 1.2 1.1
1.0 1.2 1.3 1.3 1.3
1.0 1.1 1.2 1.4 1.5
1.0 1.1 1.2 1.4 1.5
1.0 1.2 1.3 1.3 1.3
1.0 1.2 1.2 1.2 1.1
0.9 1.1 1.1 1.0 0.9
0.8 1.0 0.9 0.8 0.7
0.7 0.8 0.8 0.6 0.5
0.6 0.7 0.6 0.5 0.4
0.5 0.5 0.5 0.4 0.4
0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 0.8 1.1 1.3 1.5 1.6
1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.2 1.4 1.5 1.5
1.2 1.3 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.3
1.3 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.2 1.2
1.5 1.3 1.2 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.1 1.0 1.1
1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.9
0.9 0.9 0.9 0.8 0.9 0.8 0.8
1.2 1.1 1.1 1.1 1.1 1.1 1.0
1.4 1.3 1.2 1.2 1.3 1.2 1.1
1.3 1.4 1.3 1.3 1.3 1.2 1.0
1.4 1.5 1.5 1.5 1.3 1.1 0.9
1.3 1.4 1.6 1.4 1.2 1.0 0.8
H:
\
2
7
\
2
7
4
8
7
-
R
i
v
e
r
T
e
r
r
a
c
e
P
a
r
k
\
d
e
s
i
g
n
\
_
C
D
\
2
7
4
8
7
I
l
l
u
m
i
n
a
t
i
o
n
P
l
a
n
s
-
p
h
a
s
e
2
.
d
w
g
-
S
H
E
E
T
:
I
L
-
3
M
a
y
1
6
,
2
0
2
3
-
1
0
:
5
8
a
m
j
h
e
n
r
i
k
s
e
n
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
KCS
CONSTRUCTION
146-004
12/15/20221ST SUBMITTAL:
NO.
TYPE:
EXPIRES: 06/30/24
.
Y
65552PE
OREGON
N
D
D
W
A
E
E
U
J
L
S I E R G E
RET E
1
RS
9 ,
BRA
02 0 GUO
IS
EENIG
R
OPR EFS
O
L
A
N
C
H
1 INCH = 50 FEET
50 25 50
SCALE
0
1. SEE SHEET IL-1 FOR ILLUMINAION LEGEND, NOTES AND DETAILS.
NOTES:
2. SEE P.G.E. PLAN FOR CONDUIT PLAN NOT SHOWN
LP
33
JB
1
LP
32
LP
27
JB
1
LP
26
JB
1
LP
25
JB
1
LP
24
JB
1
LP
28
JB
1
LP
34
JB
1
LP
35
JB
1
LP
29
JB
1LP
13
JB
1
LP
11
JB
1
LP
12
JB
1
LP
23
JB
1
LP
22
JB
1
LP
21
JB
1
LP
20
JB
1
LP
18
JB
1
LP
19
JB
1
LP
10
JB
1
LP
14
JB
1
LP
30
JB
1
LP
31
JB
1
IL-3
SW
1
6
1
S
T
A
V
E
SW PERTH RD
SW BLACKSTONE LN
SW ROSLYN LN
SW MAYBELLE LN
SW HAWK RIDGE RD
SW
1
6
2
N
D
A
V
E
LP
5
JB
1
LP
9
JB
1LP
8
JB
1
LP
15
JB
1
LP
16
JB
1
LP
17
JB
1
LP
6
JB
1
LP
7
JB
1
LP
3
JB
1
LP
4
JB
1
LP
1
JB
1
LP
2
JB
1
SW PERTH RD
SW EVERTON ST
ILLUMINATION
PLANS
PHASE 2
TERRACE
PARK
RIVER
JB
1
RETAINING WALL SITE PLANN.T.S.1S0.1
R
E
T
A
I
N
I
N
G
W
A
L
L
N
O
T
E
S
1
.
S
E
E
C
I
V
I
L
D
E
S
I
G
N
P
L
A
N
S
H
E
E
T
F
O
R
A
L
L
F
D
N
D
I
M
E
N
S
I
O
N
S
N
O
T
S
H
O
W
N
.
G
C
T
O
V
E
R
I
F
Y
A
N
D
N
O
T
I
F
Y
E
N
G
I
N
E
E
R
I
F
A
N
Y
D
I
S
C
R
E
P
A
N
C
I
E
S
.
2
.
I
N
A
D
D
I
T
I
O
N
T
O
T
H
E
G
E
N
E
R
A
L
N
O
T
E
S
&
S
P
E
C
I
F
I
C
A
T
I
O
N
S
D
E
T
A
I
L
E
D
I
N
T
H
I
S
P
L
A
N
S
E
T
,
A
L
L
W
O
R
K
&
M
A
T
E
R
I
A
L
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
2
0
1
8
I
B
C
A
N
D
T
H
E
2
0
1
9
O
R
E
G
O
N
S
T
R
U
C
T
U
R
A
L
S
P
E
C
I
A
L
I
T
Y
C
O
D
E
(
O
S
S
C
)
.
3
.
R
E
T
A
I
N
I
N
G
W
A
L
L
S
A
R
E
T
O
B
E
D
E
S
I
G
N
E
D
P
E
R
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
I
N
G
R
E
P
O
R
T
P
E
R
F
O
R
M
E
D
B
Y
N
V
5
O
N
O
C
T
O
B
E
R
2
4
,
2
0
1
6
.
4
.
R
E
T
A
I
N
I
N
G
W
A
L
L
H
A
V
E
B
E
E
N
D
E
S
I
G
N
E
D
W
I
T
H
T
H
E
F
O
L
L
O
W
I
N
G
P
A
R
A
M
E
T
E
R
S
P
E
R
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
P
R
O
V
I
D
E
D
B
Y
N
V
5
D
A
T
E
D
1
0
/
2
4
/
2
0
1
6
:
A
L
L
O
W
A
B
L
E
B
E
A
R
I
N
G
P
R
E
S
S
U
R
E
2
0
0
0
P
S
F
A
C
T
I
V
E
E
A
R
T
H
P
R
E
S
S
U
R
E
,
(
Y
I
E
L
D
I
N
G
)
3
5
P
S
F
/
F
T
P
A
S
S
I
V
E
E
A
R
T
H
P
R
E
S
S
U
R
E
2
5
0
P
S
F
/
F
T
C
O
E
F
F
I
C
I
E
N
T
O
F
F
R
I
C
T
I
O
N
0
.
3
5
S
O
I
L
S
I
T
E
C
L
A
S
S
D
5
.
I
M
P
O
R
T
E
D
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
U
S
E
D
F
O
R
S
T
R
U
C
T
U
R
A
L
F
I
L
L
S
H
O
U
L
D
B
E
P
I
T
-
O
R
Q
U
A
R
R
Y
-
R
U
N
R
O
C
K
,
C
R
U
S
H
E
D
R
O
C
K
,
O
R
C
R
U
S
H
E
D
G
R
A
V
E
L
A
N
D
S
A
N
D
A
N
D
S
H
O
U
L
D
M
E
E
T
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
S
E
T
F
O
R
T
H
I
N
O
S
S
C
0
0
3
3
0
.
1
4
(
S
E
L
E
C
T
E
D
G
R
A
N
U
L
A
R
B
A
C
K
F
I
L
L
)
A
N
D
O
S
S
C
0
0
3
3
0
.
1
5
(
S
E
L
E
C
T
E
D
S
T
O
N
E
B
A
C
K
F
I
L
L
)
.
I
M
P
O
R
T
E
D
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
S
H
O
U
L
D
B
E
F
A
I
R
L
Y
W
E
L
L
G
R
A
D
E
D
B
E
T
W
E
E
N
C
O
A
R
S
E
A
N
D
F
I
N
E
M
A
T
E
R
I
A
L
,
H
A
V
E
L
E
S
S
T
H
A
N
5
P
E
R
C
E
N
T
B
Y
D
R
Y
W
E
I
G
H
T
P
A
S
S
I
N
G
T
H
E
U
.
S
.
S
T
A
N
D
A
R
D
N
O
.
2
0
0
S
I
E
V
E
,
A
N
D
H
A
V
E
A
T
L
E
A
S
T
T
W
O
M
E
C
H
A
N
I
C
A
L
L
Y
F
R
A
C
T
U
R
E
D
F
A
C
E
S
.
W
H
E
N
U
S
E
D
A
S
S
T
R
U
C
T
U
R
A
L
F
I
L
L
,
I
M
P
O
R
T
E
D
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
S
H
O
U
L
D
B
E
P
L
A
C
E
D
I
N
L
I
F
T
S
W
I
T
H
A
M
A
X
I
M
U
M
U
N
C
O
M
P
A
C
T
E
D
T
H
I
C
K
N
E
S
S
O
F
1
2
I
N
C
H
E
S
A
N
D
C
O
M
P
A
C
T
E
D
T
O
N
O
T
L
E
S
S
T
H
A
N
9
5
P
E
R
C
E
N
T
O
F
T
H
E
M
A
X
I
M
U
M
D
R
Y
D
E
N
S
I
T
Y
,
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
A
S
T
M
D
1
5
5
7
.
6
.
I
M
P
O
R
T
E
D
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
U
S
E
D
A
S
B
A
S
E
R
O
C
K
F
O
R
P
A
V
E
M
E
N
T
S
S
H
O
U
L
D
C
O
N
S
I
S
T
O
F
¾
-
O
R
1
½
-
I
N
C
H
M
I
N
U
S
M
A
T
E
R
I
A
L
M
E
E
T
I
N
G
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
I
N
O
S
S
C
0
0
6
4
1
(
A
G
G
R
E
G
A
T
E
S
U
B
B
A
S
E
,
B
A
S
E
,
A
N
D
S
H
O
U
L
D
E
R
S
)
,
W
I
T
H
T
H
E
E
X
C
E
P
T
I
O
N
T
H
A
T
T
H
E
A
G
G
R
E
G
A
T
E
S
H
O
U
L
D
H
A
V
E
L
E
S
S
T
H
A
N
5
P
E
R
C
E
N
T
B
Y
D
R
Y
W
E
I
G
H
T
P
A
S
S
I
N
G
T
H
E
U
.
S
.
S
T
A
N
D
A
R
D
N
O
.
2
0
0
S
I
E
V
E
A
N
D
A
T
L
E
A
S
T
T
W
O
M
E
C
H
A
N
I
C
A
L
L
Y
F
R
A
C
T
U
R
E
D
F
A
C
E
S
.
T
H
E
I
M
P
O
R
T
E
D
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
S
H
O
U
L
D
B
E
P
L
A
C
E
D
I
N
L
I
F
T
S
W
I
T
H
A
M
A
X
I
M
U
M
U
N
C
O
M
P
A
C
T
E
D
T
H
I
C
K
N
E
S
S
O
F
1
2
I
N
C
H
E
S
A
N
D
C
O
M
P
A
C
T
E
D
T
O
N
O
T
L
E
S
S
T
H
A
N
9
5
P
E
R
C
E
N
T
O
F
T
H
E
M
A
X
I
M
U
M
D
R
Y
D
E
N
S
I
T
Y
,
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
A
S
T
M
D
1
5
5
7
.
7
.
D
R
A
I
N
R
O
C
K
S
H
O
U
L
D
C
O
N
S
I
S
T
O
F
A
N
G
U
L
A
R
,
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
W
I
T
H
A
M
A
X
I
M
U
M
P
A
R
T
I
C
L
E
S
I
Z
E
O
F
2
I
N
C
H
E
S
A
N
D
S
H
O
U
L
D
M
E
E
T
O
S
S
C
0
0
4
3
0
.
1
1
(
G
R
A
N
U
L
A
R
D
R
A
I
N
B
A
C
K
F
I
L
L
M
A
T
E
R
I
A
L
)
.
T
H
E
M
A
T
E
R
I
A
L
S
H
O
U
L
D
B
E
F
R
E
E
O
F
R
O
O
T
S
,
O
R
G
A
N
I
C
M
A
T
T
E
R
,
A
N
D
O
T
H
E
R
U
N
S
U
I
T
A
B
L
E
M
A
T
E
R
I
A
L
A
N
D
H
A
V
E
L
E
S
S
T
H
A
N
2
P
E
R
C
E
N
T
B
Y
D
R
Y
W
E
I
G
H
T
P
A
S
S
I
N
G
T
H
E
U
.
S
.
S
T
A
N
D
A
R
D
N
O
.
2
0
0
S
I
E
V
E
(
W
A
S
H
E
D
A
N
A
L
Y
S
I
S
)
.
8
.
D
R
A
I
N
R
O
C
K
,
A
N
D
O
T
H
E
R
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
U
S
E
D
F
O
R
S
U
B
S
U
R
F
A
C
E
D
R
A
I
N
S
,
S
H
O
U
L
D
B
E
W
R
A
P
P
E
D
I
N
A
G
E
O
T
E
X
T
I
L
E
F
A
B
R
I
C
T
H
A
T
M
E
E
T
S
T
H
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
P
R
O
V
I
D
E
D
I
N
O
S
S
C
0
0
3
5
0
(
G
E
O
S
Y
N
T
H
E
T
I
C
I
N
S
T
A
L
L
A
T
I
O
N
)
A
N
D
O
S
S
C
0
2
3
2
0
(
G
E
O
S
Y
N
T
H
E
T
I
C
S
)
F
O
R
D
R
A
I
N
A
G
E
G
E
O
T
E
X
T
I
L
E
S
A
N
D
B
E
I
N
S
T
A
L
L
E
D
I
N
C
O
N
F
O
R
M
A
N
C
E
W
I
T
H
O
S
S
C
0
0
3
5
0
(
G
E
O
S
Y
N
T
H
E
T
I
C
I
N
S
T
A
L
L
A
T
I
O
N
)
.
9
.
F
O
O
T
I
N
G
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
f
'
c
=
3
0
0
0
p
s
i
@
2
8
D
A
Y
S
,
6
%
E
N
T
R
A
I
N
E
D
A
I
R
F
O
R
A
L
L
C
O
N
C
R
E
T
E
E
X
P
O
S
E
D
T
O
T
H
E
E
X
T
E
R
I
O
R
,
4
"
S
L
U
M
P
.
1
0
.
W
A
L
L
S
T
E
M
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
f
'
c
=
3
0
0
0
p
s
i
@
2
8
D
A
Y
S
,
6
%
E
N
T
R
A
I
N
E
D
A
I
R
F
O
R
A
L
L
C
O
N
C
R
E
T
E
E
X
P
O
S
E
D
T
O
T
H
E
E
X
T
E
R
I
O
R
,
4
"
S
L
U
M
P
.
1
1
.
A
L
L
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
C
U
R
E
D
P
E
R
A
C
I
3
1
8
-
1
4
S
T
A
N
D
A
R
D
S
.
1
2
.
A
L
L
R
E
B
A
R
S
H
A
L
L
B
E
A
S
T
M
A
6
1
5
G
R
A
D
E
6
0
.
1
3
.
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
C
O
V
E
R
S
H
A
L
L
B
E
A
S
F
O
L
L
O
W
S
:
C
A
S
T
A
G
A
I
N
S
T
E
A
R
T
H
:
3
"
F
O
R
M
E
D
S
U
R
F
A
C
E
E
X
P
O
S
E
D
T
O
E
A
R
T
H
O
R
W
E
A
T
H
E
R
:
1
3
4
"
1
4
.
A
L
L
T
I
E
W
I
R
E
S
H
A
L
L
B
E
M
i
n
.
#
1
6
A
N
N
E
A
L
E
D
S
T
E
E
L
.
A
L
L
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
S
H
A
L
L
B
E
T
I
E
D
1
0
0
%
A
L
O
N
G
A
L
L
P
E
R
I
M
E
T
E
R
E
D
G
E
S
A
N
D
5
0
%
F
I
E
L
D
.
1
5
.
A
L
L
R
E
B
A
R
L
A
P
S
P
L
I
C
E
S
A
R
E
T
O
B
E
P
E
R
A
C
I
3
1
8
-
1
4
.
1
6
.
R
E
B
A
R
I
N
F
O
O
T
I
N
G
S
S
H
A
L
L
B
E
S
U
P
P
O
R
T
E
D
O
N
W
E
L
L
C
U
R
E
D
C
O
N
C
R
E
T
E
B
L
O
C
K
S
O
R
A
P
P
R
O
V
E
D
M
E
T
A
L
C
H
A
I
R
S
,
A
S
S
P
E
C
I
F
I
E
D
B
Y
T
H
E
C
R
S
I
M
A
N
U
A
L
O
F
S
T
A
N
D
A
R
D
P
R
A
C
T
I
C
E
,
M
S
P
-
1
.
1
7
.
I
T
S
H
A
L
L
B
E
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
O
I
D
E
N
T
I
F
Y
A
L
L
U
T
I
L
I
T
I
E
S
A
N
D
P
R
O
T
E
C
T
A
S
R
E
Q
U
I
R
E
D
D
U
R
I
N
G
T
H
E
C
O
U
R
S
E
O
F
C
O
N
S
T
R
U
C
T
I
O
N
.
1
8
.
R
E
T
A
I
N
I
N
G
W
A
L
L
A
N
D
F
O
O
T
I
N
G
A
R
E
D
E
S
I
G
N
E
D
F
O
R
f
c
=
2
5
0
0
p
s
i
.
CAST-IN-PLACEWALLSRETAINING WALL FOOTINGPER DETAIL 1/S1.1 & 2/S1.1,VARIES WITH WALL HEIGHT2P
R
O
V
I
D
E
2
%
C
R
O
S
S
S
L
O
P
E
TO
W
A
R
D
T
H
E
PON
D
A
N
D
NOT
C
H
E
S
I
N
THE C
U
R
B
A
T
30' O.C
.
M
A
X
.
PROVIDE 2%CROSS SLOPE TOWARD THE POND AND NOTCHES IN THE CURB AT 30' O.C. MAX.2
6
0
"
D
I
A
.
F
L
O
W
C
O
N
T
R
O
L
M
A
N
H
O
L
E
0+00
1
+
0
0
SD
SD
SD
1
+
1
8
2+00
L
O
W
F
L
O
W
O
U
T
F
A
L
L
I
N
T
O
W
Q
S
W
A
L
E
I
E
=
3
2
4
.
0
0
H
I
G
H
F
L
O
W
O
U
T
F
A
L
L
I
E
O
U
T
=
3
2
2
.
5
0
TRACT D
2
+
0
1
1+00
2
+
0
0
1C SD
M
H
11
A
S
D
M
H
1
B
SD
M
H
1
A
SDLN-1
S
D
L
N
-
1
1
9 8
7
1
0
13
1
2
1
1
8
OUTFALLIE=321.17151416
1
6
17 18 A 19
1
6
8x12x3.5
3
:
1
9
.
3
6
L
F
3
0
"
(
R
e
i
n
f
o
r
c
e
d
C
o
n
c
r
e
t
e
)
@
S
=
0
.
2
7
9
4
6
6
6
CONSTRUCT CIP WALL
5'-0" PAST MSE WALL,
TYP. EA. SIDE
1S1.12S1.1 3S1.1
4
S
1
.
1
1S1.
1
4S1.1(SIM.)
4
S
1
.
1
(
S
I
M
.
)
1
S
1
.
2
1
S
1
.
3
1
S
1
.
3
R
E
T
A
I
N
I
N
G
W
A
L
L
P
L
A
N
D
R
A
W
I
N
G
T
I
T
L
E
S
H
E
E
T
N
U
M
B
E
R
D
A
T
E
:
0
5
-
2
3
-
2
0
2
4
0
5
-
2
3
-
2
0
2
4
S
0
.
1
14718 NW DELIA ST. ☼PORTLAND, OREGON 97229
OFFICE: 971.233.6099 ☼MOBILE: 971.233.6099 ☼
☼ DENNIS@VISTASTRUCTURAL.COM ☼ VISTASTRUCTURAL.COM
2
3
CLIENT: PACIFIC COMMUNITY DESIGN
JOB TITLE: RIVER TERRACE PARK RET. WALLS
15025 SW 161ST AVE TIGARD, OR
97224
JURISDICTION: WASHINGTON COUNTY
E
N
G
I
N
E
E
R
:
E
W
S
C
H
E
C
K
E
D
B
Y
:
D
M
H
D
R
A
W
N
B
Y
:
N
A
S
N
O
.
D
A
T
E
R
E
V
I
S
I
O
N
B
Y
1
1
.
3
0
.
2
0
2
4
S
W
A
L
E
D
E
S
I
G
N
D
N
2
2
.
2
7
.
2
0
2
4
C
I
T
Y
R
E
V
I
E
W
D
H
4
4
.
3
0
.
2
0
2
4
F
I
E
L
D
C
H
A
N
G
E
D
H
SITE RETAINING WALL - U-SHAPE3/4"= 1'-0"1S1.1
C
O
N
C
R
E
T
E
S
I
T
E
R
E
T
A
I
N
I
N
G
W
A
L
L
S
C
H
E
D
U
L
E
*
H
B
A
R
-
P
L
A
C
E
(
1
)
B
A
R
A
T
E
A
C
H
E
N
D
O
F
F
O
O
T
I
N
G
(
M
I
N
I
M
U
M
3
"
C
O
V
E
R
F
R
O
M
C
O
N
C
R
E
T
E
E
D
G
E
)
.
A
L
L
O
T
H
E
R
R
E
B
A
R
S
H
A
L
L
B
E
E
V
E
N
L
Y
S
P
A
C
E
D
T
H
R
O
U
G
H
O
U
T
F
O
O
T
I
N
G
,
T
Y
P
.
*
*
V
B
A
R
A
N
D
D
B
A
R
M
A
Y
B
E
C
O
M
B
I
N
E
D
T
O
O
N
E
S
I
N
G
L
E
B
A
R
E
X
T
E
N
D
F
R
O
M
T
O
E
O
F
F
O
O
T
I
N
G
T
O
T
O
P
O
F
W
A
L
L
H
E
I
G
H
T
,
H
A
B
T
D
B
A
R
V
B
A
R
B
B
A
R
T
B
A
R
H
B
A
R
S
T
E
M
W
A
L
L
*
<
4
'
-
0
"
<
6
'
-
0
"
<
8
'
-
0
"
6
"
3
'
-
1
0
"
5
'
-
3
"
1
0
"
N
/
A
6
'
-
6
"
1
0
"
#
4
@
1
0
"
o
.
c
.
1
0
"
N
/
A
N
/
A
#
4
@
8
"
o
.
c
.
6
"
6
"
#
4
@
7
"
o
.
c
.
#
4
@
1
4
"
o
.
c
.
#
4
@
1
5
"
o
.
c
.
#
4
@
1
5
"
o
.
c
.
N
/
A
(
7
)
#
4
(
5
)
#
4
#
4
@
5
"
o
.
c
.
S
T
E
M
W
A
L
L
T
H
I
C
K
N
E
S
S
P
E
R
S
C
H
E
D
U
L
E
1
3
4
"
C
L
R
.
A
B
3"
CLR.
TYP.
2"
CLR.
'
T
'
B
A
R
'
H
'
B
A
R
'
B
'
B
A
R
'
D
'
B
A
R
'
V
'
B
A
R
,
L
A
P
W
/
'
D
'
B
A
R
.
S
E
E
D
O
W
E
L
N
O
T
E
F
O
R
F
O
O
T
I
N
G
D
O
W
E
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
C
O
N
T
R
A
C
T
O
R
M
A
Y
C
H
O
O
S
E
T
O
C
O
M
B
I
N
E
'
V
'
B
A
R
A
N
D
'
D
'
B
A
R
I
N
T
O
O
N
E
C
O
N
T
I
N
U
O
U
S
B
A
R
#
4
@
1
2
"
O
.
C
.
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
36" MIN. LAP U.N.O. PER
SCHEDULE
"H"
#
4
@
1
1
"
o
.
c
.
(
6
)
#
4
CONCRETE SITE RETAINING WALL SCHEDULE* HBAR - PLACE (1) BAR AT EACH END OF FOOTING (MINIMUM 3" COVER FROM CONCRETE EDGE). ALL OTHER REBARSHALL BE EVENLY SPACED THROUGHOUT FOOTING, TYP.** VBAR AND DBAR MAY BE COMBINED TO ONE SINGLE BAR EXTEND FROM TOE OF FOOTING TO TOP OF WALL HEIGHT, HABTDBARVBARBBARTBARHBARSTEMWALL*< 10'-6"15'-8"12"#5@10"o.c.#6@6"o.c.1'-0"N/A(14) #5#5@5"o.c.STEM WALLTHICKNESS PERSCHEDULE1 34"CLR.TAB3"CLR.TYP.2"CLR.3"MIN.'T' BAR'H' BAR'B' BAR 'D' BAR, TYP.EA. SIDE #5 @ 12" O.C. HORIZONTAL
R
E
I
N
F
O
R
C
E
M
E
N
T
,
TYP. EA. SIDEBACKFILL SHALL CONFORM TO THEGEOTECHNICAL ENGINEERINGREPORT BY NV5 (10/24/2016)"H"< 12'-6"16'-0"14"#6@12"o.c.#7@6"o.c.1'-0"N/A(16) #5#7@6"o.c.12" THICK STEMWALL 18" MIN.12'-0", TYP.A 18" MIN.ASPHALT PAVEMENT BY OTHERS10" THICK STEMWALL BASE ROCK BY OTHERS POND (MAX 9'-0" ABOVE FO
O
T
I
N
G
.
HEIGHT VARIES)FASTEN RAILING TOCONCRETE SLAB PER RAILINGMANUFACTURER'SSPECIFICATIONS STEEL RAILING PERMANUFACTURER
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
B
Y
O
T
H
E
R
S
B
A
S
E
R
O
C
K
B
Y
O
T
H
E
R
S
F
A
S
T
E
N
R
A
I
L
I
N
G
T
O
C
O
N
C
R
E
T
E
S
L
A
B
P
E
R
R
A
I
L
I
N
G
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
T
E
E
L
R
A
I
L
I
N
G
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
18" MIN.
T
H
E
S
U
B
D
R
A
I
N
S
S
H
O
U
L
D
C
O
N
S
I
S
T
O
F
A
M
I
N
I
M
U
M
O
F
A
4
-
I
N
C
H
P
E
R
F
O
R
A
T
E
D
P
I
P
E
E
N
V
E
L
O
P
E
D
I
N
A
M
I
N
I
M
U
M
2
4
-
I
N
C
H
-
W
I
D
E
Z
O
N
E
O
F
D
R
A
I
N
R
O
C
K
,
S
H
O
U
L
D
B
E
P
L
A
C
E
D
A
G
A
I
N
S
T
T
H
E
B
A
C
K
O
F
A
L
L
R
E
T
A
I
N
I
N
G
W
A
L
L
S
A
N
D
E
M
B
E
D
D
E
D
A
T
T
H
E
B
A
S
E
O
F
T
H
E
D
R
A
I
N
R
O
C
K
.
T
H
E
P
I
P
E
S
H
A
L
L
B
E
W
R
A
P
P
E
D
I
N
A
F
R
E
E
-
D
R
A
I
N
I
N
G
G
E
O
T
E
X
T
I
L
E
S
U
C
H
A
S
M
I
R
A
F
I
1
4
0
N
G
E
O
T
E
X
T
I
L
E
O
R
E
Q
U
I
V
A
L
E
N
T
.
T
H
E
S
O
L
I
D
O
U
T
L
E
T
P
I
P
E
S
F
O
R
A
L
L
D
R
A
I
N
S
S
H
O
U
L
D
H
A
V
E
A
T
M
I
N
I
M
U
M
3
%
D
O
W
N
H
I
L
L
G
R
A
D
E
;
F
O
U
N
D
A
T
I
O
N
D
R
A
I
N
S
S
H
O
U
L
D
B
E
A
B
L
E
T
O
D
R
A
I
N
F
R
O
M
T
H
E
O
U
T
L
E
T
I
N
T
O
T
H
E
N
A
T
I
V
E
L
A
N
D
S
C
A
P
I
N
G
S
O
L
O
N
G
A
S
T
H
E
S
L
O
P
E
S
T
A
B
I
L
I
T
Y
I
S
N
O
T
C
O
M
P
R
O
M
I
S
E
D
.
T
H
E
P
E
R
F
O
R
A
T
E
D
C
O
L
L
E
C
T
O
R
P
I
P
E
S
S
H
O
U
L
D
D
I
S
C
H
A
R
G
E
A
T
A
N
A
P
P
R
O
P
R
I
A
T
E
L
O
C
A
T
I
O
N
A
W
A
Y
F
R
O
M
T
H
E
B
A
S
E
O
F
T
H
E
W
A
L
L
.
T
H
E
D
I
S
C
H
A
R
G
E
P
I
P
E
(
S
)
S
H
O
U
L
D
N
O
T
B
E
T
I
E
D
D
I
R
E
C
T
L
Y
I
N
T
O
S
T
O
R
M
W
A
T
E
R
D
R
A
I
N
S
Y
S
T
E
M
S
,
U
N
L
E
S
S
M
E
A
S
U
R
E
S
A
R
E
T
A
K
E
N
T
O
P
R
E
V
E
N
T
B
A
C
K
F
L
O
W
I
N
T
O
T
H
E
W
A
L
L
’
S
D
R
A
I
N
A
G
E
S
Y
S
T
E
M
.
8
"
T
H
I
C
K
S
T
E
M
W
A
L
L
6
"
T
H
I
C
K
S
T
E
M
W
A
L
L
6
"
T
H
I
C
K
S
T
E
M
W
A
L
L
S
I
T
E
R
E
T
A
I
N
I
N
G
W
A
L
L
3
/
4
"
=
1
'
-
0
"
2
S
1
.
1
H = 3'-0" MAX.FOOTING THICKNESSPER RETAININGWALL SCHEDULE12" TYP.30" MIN. LAP30" MIN. LAP THE FOO
T
I
N
G
B
A
S
E
P
E
R
P
L
A
N
#4 BENT BARS @ 12" O.C.#4 L-BAR @ 24" O.C.#4 CONTINUOUS HORIZONTAL. PROVIDE3" CLEARANCE ON ALL SIDES, TYP.RETAINING WALL FOOTINGREINFORCEMENT PER PLANRETAINING WALL FOOTINGREINFORCEMENT PER PLAN 4'-0"FOOTING LINE BEYOND TYPICAL RETAININGWALL REINFORCEMENTPER PLANS AND DETAILSRETAINING WALL STEPPED FOOTING (OPTIONAL)3/4"= 1'-0"3S1.1 COMPACTEDNATIVE SOIL
C
O
M
P
A
C
T
E
D
N
A
T
I
V
E
S
O
I
L
36" MIN. LAP U.N.O. PERSCHEDULE
T
3" CLR. TYP.
3
"
C
L
R
.
T
Y
P
.
'V' BAR, LAP W/ 'D' BAR. SEE
D
O
W
E
L
N
O
T
E
F
O
R
FOOTING DOWEL REQUIREM
E
N
T
S
.
CONTRACTOR MAY CHOOSE
T
O
C
O
M
B
I
N
E
'
V
'
BAR AND 'D' BAR INTO ONE
C
O
N
T
I
N
U
O
U
S
B
A
R
,
TYP. EA. SIDE 1 34"CLR.36" MIN. LAP U.N.O. PERSCHEDULE STEM WALLTHICKNESS PERSCHEDULETHE SUBDRAINS SHOULD CO
N
S
I
S
T
O
F
A
M
I
N
I
M
U
M
O
F
A
4
-
I
N
C
H
PERFORATED PIPE ENVELOP
E
D
I
N
A
M
I
N
I
M
U
M
2
4
-
I
N
C
H
-
W
I
D
E
Z
O
N
E
OF DRAIN ROCK, SHOULD BE
P
L
A
C
E
D
A
G
A
I
N
S
T
T
H
E
B
A
C
K
O
F
A
L
L
RETAINING WALLS AND EMB
E
D
D
E
D
A
T
T
H
E
B
A
S
E
O
F
T
H
E
D
R
A
I
N
ROCK. THE PIPE SHALL BE W
R
A
P
P
E
D
I
N
A
F
R
E
E
-
D
R
A
I
N
I
N
G
G
E
O
T
E
X
T
I
L
E
SUCH AS MIRAFI 140N GEOT
E
X
T
I
L
E
O
R
E
Q
U
I
V
A
L
E
N
T
.
T
H
E
S
O
L
I
D
OUTLET PIPES FOR ALL DRAI
N
S
S
H
O
U
L
D
H
A
V
E
A
T
M
I
N
I
M
U
M
3
%
DOWNHILL GRADE; FOUNDA
T
I
O
N
D
R
A
I
N
S
S
H
O
U
L
D
B
E
A
B
L
E
T
O
D
R
A
I
N
FROM THE OUTLET INTO TH
E
N
A
T
I
V
E
L
A
N
D
S
C
A
P
I
N
G
S
O
L
O
N
G
A
S
T
H
E
SLOPE STABILITY IS NOT CO
M
P
R
O
M
I
S
E
D
.
T
H
E
P
E
R
F
O
R
A
T
E
D
COLLECTOR PIPES SHOULD
D
I
S
C
H
A
R
G
E
A
T
A
N
A
P
P
R
O
P
R
I
A
T
E
LOCATION AWAY FROM THE
B
A
S
E
O
F
T
H
E
W
A
L
L
.
T
H
E
D
I
S
C
H
A
R
G
E
PIPE(S) SHOULD NOT BE TIE
D
D
I
R
E
C
T
L
Y
I
N
T
O
S
T
O
R
M
W
A
T
E
R
D
R
A
I
N
SYSTEMS, UNLESS MEASURE
S
A
R
E
T
A
K
E
N
T
O
P
R
E
V
E
N
T
B
A
C
K
F
L
O
W
INTO THE WALL’S DRAINAGE
S
Y
S
T
E
M
.
T
Y
P
.
E
A
.
S
I
D
E
REMARKS42" LAP SPLICE ('D' AND
'
V
'
B
A
R
S
)
S
I
T
E
R
E
T
A
I
N
I
N
G
W
A
L
L
-
U
-
S
H
A
P
E
3
/
4
"
=
1
'
-
0
"
4
S
1
.
1
G
E
N
E
R
A
L
N
O
T
E
S
:
1
.
U
S
E
O
F
H
E
A
V
Y
E
Q
U
I
P
M
E
N
T
I
S
N
O
T
P
E
R
M
I
T
T
E
D
w
/
I
N
4
F
T
O
F
T
H
E
W
A
L
L
.
2
.
A
L
L
N
O
T
E
S
A
R
E
T
Y
P
I
C
A
L
F
O
R
E
A
C
H
S
I
D
E
O
F
W
A
L
L
3
.
F
O
R
D
R
A
I
N
A
G
E
A
N
D
B
A
C
K
F
I
L
L
R
E
Q
U
I
R
E
M
E
N
T
S
,
R
E
.
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
B
Y
G
E
O
D
E
S
I
G
N
I
N
C
.
(
#
P
O
L
Y
G
O
N
-
1
4
4
-
0
1
,
D
A
T
E
D
1
0
-
2
4
-
2
0
1
6
)
S
E
C
T
I
O
N
8
.
3
O
N
P
G
.
1
5
6
"
S
T
E
M
W
A
L
L
T
H
I
C
K
N
E
S
S
1
3
4
"
C
L
R
.
10" FOOTING
THICKNESS
#
4
@
1
6
"
O
.
C
.
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
w
/
1
2
"
L
O
N
G
S
T
D
9
0
H
O
O
K
I
N
T
O
F
O
O
T
I
N
G
18" MIN.
C
O
M
P
A
C
T
E
D
N
A
T
I
V
E
S
O
I
L
S
W
A
L
E
W
I
D
T
H
P
E
R
C
I
V
I
L
P
L
A
N
S
=
1
4
'
-
0
"
1'-0" MIN.
3'-8" MAX.
3" CLR ALL
SIDES, TYP.
U
-
S
H
A
P
E
S
I
T
E
R
E
T
A
I
N
I
N
G
W
A
L
L
A
N
D
F
O
U
N
D
A
T
I
O
N
,
R
E
.
D
E
T
A
I
L
1
/
S
1
.
1
U
-
S
H
A
P
E
S
I
T
E
R
E
T
.
W
A
L
L
F
O
U
N
D
A
T
I
O
N
H
E
E
L
B
E
Y
O
N
D
,
R
E
.
D
E
T
A
I
L
1
/
S
1
.
1
A
S
P
A
H
L
T
P
A
V
E
M
E
N
T
B
Y
O
T
H
E
R
S
B
A
S
E
R
O
C
K
B
Y
O
T
H
E
R
S
F
A
S
T
E
N
R
A
I
L
I
N
G
T
O
C
O
N
C
R
E
T
E
S
L
A
B
P
E
R
R
A
I
L
I
N
G
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
T
E
E
L
R
A
I
L
I
N
G
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
#
4
@
1
6
"
O
.
C
.
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
#
4
@
1
0
"
O
.
C
.
T
O
P
R
E
I
N
F
O
R
C
E
M
E
N
T
,
E
A
.
W
A
Y
2
4
"
M
I
N
.
L
A
P
S
U
B
D
R
A
I
N
P
E
R
F
O
R
A
T
E
D
P
I
P
E
A
N
D
D
R
A
I
N
R
O
C
K
,
R
E
.
D
E
T
A
I
L
1
/
S
1
.
1
W
Q
-
S
T
O
R
M
E
L
E
V
A
T
I
O
N
P
E
R
C
I
V
I
L
P
L
A
N
S
S
O
I
L
P
E
R
L
A
N
D
S
C
A
P
E
P
L
A
N
S
GENERAL NOTES:1.USE OF HEAVY EQUIPMENT IS NO
T
P
E
R
M
I
T
T
E
D
w
/
I
N
4
F
T
O
F
THE WALL UNTIL 28 DAYS AFTER
T
H
E
W
A
L
L
H
A
S
B
E
E
N
P
O
U
R
E
D
2.FOR DRAINAGE AND BACKFILL RE
Q
U
I
R
E
M
E
N
T
S
,
R
E
.
GEOTECHNICAL REPORT BY GEO
D
E
S
I
G
N
I
N
C
.
(#POLYGON-144-01, DATED 10-24
-
2
0
1
6
)
S
E
C
T
I
O
N
8
.
3
O
N
P
G
.
1
5
PROVIDE 2% CROSS SLOPE TOWARD THE PONDAND NOTCHES IN THE CURB AT 30' O.C. MAX.
3
G
E
N
E
R
A
L
N
O
T
E
S
:
1
.
U
S
E
O
F
H
E
A
V
Y
E
Q
U
I
P
M
E
N
T
I
S
N
O
T
P
E
R
M
I
T
T
E
D
w
/
I
N
4
F
T
O
F
T
H
E
W
A
L
L
U
N
T
I
L
2
8
D
A
Y
S
A
F
T
E
R
T
H
E
W
A
L
L
H
A
S
B
E
E
N
P
O
U
R
E
D
2
.
F
O
R
D
R
A
I
N
A
G
E
A
N
D
B
A
C
K
F
I
L
L
R
E
Q
U
I
R
E
M
E
N
T
S
,
R
E
.
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
B
Y
G
E
O
D
E
S
I
G
N
I
N
C
.
(
#
P
O
L
Y
G
O
N
-
1
4
4
-
0
1
,
D
A
T
E
D
1
0
-
2
4
-
2
0
1
6
)
S
E
C
T
I
O
N
8
.
3
O
N
P
G
.
1
5
3
3
<
1
1
'
-
6
"
8
'
-
8
"
1
2
"
#
6
@
1
2
"
o
.
c
.
#
5
@
6
"
o
.
c
.
6
"
N
/
A
(
1
2
)
#
4
#
6
@
6
"
o
.
c
.
1
2
"
T
H
I
C
K
S
T
E
M
W
A
L
L
4
D
E
T
A
I
L
S
D
R
A
W
I
N
G
T
I
T
L
E
S
H
E
E
T
N
U
M
B
E
R
D
A
T
E
:
0
5
-
2
3
-
2
0
2
4
0
5
-
2
3
-
2
0
2
4
S
1
.
1
14718 NW DELIA ST. ☼PORTLAND, OREGON 97229
OFFICE: 971.233.6099 ☼MOBILE: 971.233.6099 ☼
☼ DENNIS@VISTASTRUCTURAL.COM ☼ VISTASTRUCTURAL.COM
2
3
CLIENT: PACIFIC COMMUNITY DESIGN
JOB TITLE: RIVER TERRACE PARK RET. WALLS
15025 SW 161ST AVE TIGARD, OR
97224
JURISDICTION: WASHINGTON COUNTY
E
N
G
I
N
E
E
R
:
E
W
S
C
H
E
C
K
E
D
B
Y
:
D
M
H
D
R
A
W
N
B
Y
:
N
A
S
N
O
.
D
A
T
E
R
E
V
I
S
I
O
N
B
Y
1
1
.
3
0
.
2
0
2
4
S
W
A
L
E
D
E
S
I
G
N
D
N
2
2
.
2
7
.
2
0
2
4
C
I
T
Y
R
E
V
I
E
W
D
H
3
3
.
2
7
.
2
0
2
4
C
I
T
Y
R
E
V
I
E
W
2
D
N
4
5
.
2
3
.
2
0
2
4
F
I
E
L
D
C
H
A
N
G
E
D
N
SITE RETAINING WALL - BEYOND FOOTING PEN
E
T
R
A
T
I
O
N
3
/
4
"
=
1
'
-
0
"
1S1.2 CONCRETE SITE RETAINING WALL SCHEDULE* HBAR - PLACE (1) BAR AT EACH END OF FOOTING (MINIMUM 3" COVER FROM CONCRETE EDGE). ALL OTHER REBARSHALL BE EVENLY SPACED THROUGHOUT FOOTING, TYP.** VBAR AND DBAR MAY BE COMBINED TO ONE SINGLE BAR EXTEND FROM TOE OF FOOTING TO TOP OF WALL HEIGHT, HABTDBARVBARBBARTBARHBARSTEMWALL*STEM WALLTHICKNESS PERSCHEDULE1 34"CLR.T
A
B
3"
CLR.
TYP.
2"
CLR.
3"MIN.'T' BAR'H' BAR'B' BAR 'D' BAR, TYP.EA. SIDE
#
5
@
1
2
"
O
.
C
.
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
B
O
T
H
F
A
C
E
S
,
T
Y
P
.
E
A
.
S
I
D
E
(
C
O
N
T
I
N
U
O
U
S
M
I
N
.
6
'
-
0
"
B
E
Y
O
N
D
F
O
O
T
I
N
G
P
E
N
.
)
BACKFILL SHALL CONFORM TO THEGEOTECHNICAL ENGINEERINGREPORT BY NV5 (10/24/2016)"H"< 12'-6"16'-6"14"#6@6"o.c.#7@6"o.c.1'-3"N/A(16) #5#7@6"o.c.12" THICK STEMWAL
L
18" MIN.
12'-0", TYP.A 18" MIN.ASPHALT PAVEMENT BY OTHERSBASE ROCK BY OTHERS
P
O
N
D
(
M
A
X
9
'
-
0
"
A
B
O
V
E
F
O
O
T
I
N
G
.
H
E
I
G
H
T
V
A
R
I
E
S
)
FASTEN RAILING TOCONCRETE SLAB PER RAILINGMANUFACTURER'SSPECIFICATIONS STEEL RAILING PERMANUFACTURERCOMPACTEDNATIVE SOIL 36" MIN. LAP U.N.O. PERSCHEDULE
3
"
C
L
R
.
T
Y
P
.
'
V
'
B
A
R
,
L
A
P
W
/
'
D
'
B
A
R
.
S
E
E
D
O
W
E
L
N
O
T
E
F
O
R
F
O
O
T
I
N
G
D
O
W
E
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
C
O
N
T
R
A
C
T
O
R
M
A
Y
C
H
O
O
S
E
T
O
C
O
M
B
I
N
E
'
V
'
B
A
R
A
N
D
'
D
'
B
A
R
I
N
T
O
O
N
E
C
O
N
T
I
N
U
O
U
S
B
A
R
,
T
Y
P
.
E
A
.
S
I
D
E
1 34"CLR.36" MIN. LAP U.N.O. PERSCHEDULE STEM WALLTHICKNESS PERSCHEDULE
T
H
E
S
U
B
D
R
A
I
N
S
S
H
O
U
L
D
C
O
N
S
I
S
T
O
F
A
M
I
N
I
M
U
M
O
F
A
4
-
I
N
C
H
P
E
R
F
O
R
A
T
E
D
P
I
P
E
E
N
V
E
L
O
P
E
D
I
N
A
M
I
N
I
M
U
M
2
4
-
I
N
C
H
-
W
I
D
E
Z
O
N
E
O
F
D
R
A
I
N
R
O
C
K
,
S
H
O
U
L
D
B
E
P
L
A
C
E
D
A
G
A
I
N
S
T
T
H
E
B
A
C
K
O
F
A
L
L
R
E
T
A
I
N
I
N
G
W
A
L
L
S
A
N
D
E
M
B
E
D
D
E
D
A
T
T
H
E
B
A
S
E
O
F
T
H
E
D
R
A
I
N
R
O
C
K
.
T
H
E
P
I
P
E
S
H
A
L
L
B
E
W
R
A
P
P
E
D
I
N
A
F
R
E
E
-
D
R
A
I
N
I
N
G
G
E
O
T
E
X
T
I
L
E
S
U
C
H
A
S
M
I
R
A
F
I
1
4
0
N
G
E
O
T
E
X
T
I
L
E
O
R
E
Q
U
I
V
A
L
E
N
T
.
T
H
E
S
O
L
I
D
O
U
T
L
E
T
P
I
P
E
S
F
O
R
A
L
L
D
R
A
I
N
S
S
H
O
U
L
D
H
A
V
E
A
T
M
I
N
I
M
U
M
3
%
D
O
W
N
H
I
L
L
G
R
A
D
E
;
F
O
U
N
D
A
T
I
O
N
D
R
A
I
N
S
S
H
O
U
L
D
B
E
A
B
L
E
T
O
D
R
A
I
N
F
R
O
M
T
H
E
O
U
T
L
E
T
I
N
T
O
T
H
E
N
A
T
I
V
E
L
A
N
D
S
C
A
P
I
N
G
S
O
L
O
N
G
A
S
T
H
E
S
L
O
P
E
S
T
A
B
I
L
I
T
Y
I
S
N
O
T
C
O
M
P
R
O
M
I
S
E
D
.
T
H
E
P
E
R
F
O
R
A
T
E
D
C
O
L
L
E
C
T
O
R
P
I
P
E
S
S
H
O
U
L
D
D
I
S
C
H
A
R
G
E
A
T
A
N
A
P
P
R
O
P
R
I
A
T
E
L
O
C
A
T
I
O
N
A
W
A
Y
F
R
O
M
T
H
E
B
A
S
E
O
F
T
H
E
W
A
L
L
.
T
H
E
D
I
S
C
H
A
R
G
E
P
I
P
E
(
S
)
S
H
O
U
L
D
N
O
T
B
E
T
I
E
D
D
I
R
E
C
T
L
Y
I
N
T
O
S
T
O
R
M
W
A
T
E
R
D
R
A
I
N
S
Y
S
T
E
M
S
,
U
N
L
E
S
S
M
E
A
S
U
R
E
S
A
R
E
T
A
K
E
N
T
O
P
R
E
V
E
N
T
B
A
C
K
F
L
O
W
I
N
T
O
T
H
E
W
A
L
L
’
S
D
R
A
I
N
A
G
E
S
Y
S
T
E
M
.
T
Y
P
.
E
A
.
S
I
D
E
R
E
M
A
R
K
S
4
2
"
L
A
P
S
P
L
I
C
E
(
'
D
'
A
N
D
'
V
'
B
A
R
S
)
G
E
N
E
R
A
L
N
O
T
E
S
:
1
.
U
S
E
O
F
H
E
A
V
Y
E
Q
U
I
P
M
E
N
T
I
S
N
O
T
P
E
R
M
I
T
T
E
D
w
/
I
N
4
F
T
O
F
T
H
E
W
A
L
L
U
N
T
I
L
2
8
D
A
Y
S
A
F
T
E
R
T
H
E
W
A
L
L
H
A
S
B
E
E
N
P
O
U
R
E
D
2
.
F
O
R
D
R
A
I
N
A
G
E
A
N
D
B
A
C
K
F
I
L
L
R
E
Q
U
I
R
E
M
E
N
T
S
,
R
E
.
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
B
Y
G
E
O
D
E
S
I
G
N
I
N
C
.
(
#
P
O
L
Y
G
O
N
-
1
4
4
-
0
1
,
D
A
T
E
D
1
0
-
2
4
-
2
0
1
6
)
S
E
C
T
I
O
N
8
.
3
O
N
P
G
.
1
5
PROVIDE 2% CROSS SLOPE TOWARD THE PONDAND NOTCHES IN THE CURB AT 30' O.C. MAX.1 12"CLR.MANHOLE BY OTHERS (BEYOND)6'-0" MAX FOOTING PENETRATION
D
E
T
A
I
L
S
D
R
A
W
I
N
G
T
I
T
L
E
S
H
E
E
T
N
U
M
B
E
R
D
A
T
E
:
0
5
-
2
3
-
2
0
2
4
0
5
-
2
3
-
2
0
2
4
S
1
.
2
14718 NW DELIA ST. ☼PORTLAND, OREGON 97229
OFFICE: 971.233.6099 ☼MOBILE: 971.233.6099 ☼
☼ DENNIS@VISTASTRUCTURAL.COM ☼ VISTASTRUCTURAL.COM
2
3
CLIENT: PACIFIC COMMUNITY DESIGN
JOB TITLE: RIVER TERRACE PARK RET. WALLS
15025 SW 161ST AVE TIGARD, OR
97224
JURISDICTION: WASHINGTON COUNTY
E
N
G
I
N
E
E
R
:
E
W
S
C
H
E
C
K
E
D
B
Y
:
D
M
H
D
R
A
W
N
B
Y
:
N
A
S
N
O
.
D
A
T
E
R
E
V
I
S
I
O
N
B
Y
4
4
.
3
0
.
2
0
2
4
F
I
E
L
D
C
H
A
N
G
E
D
H
4
M
A
N
H
O
L
E
B
Y
O
T
H
E
R
S
(
B
E
Y
O
N
D
)
H
O
O
K
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
I
N
T
O
F
O
O
T
I
N
G
P
E
R
1
/
S
1
.
1
&
1
/
S
1
.
2
RETAINED HEIGHT PER SCHEDULE ON 1/S1.1 & 1/S1.2
FTG THICKNESS 'T' PER 1/S1.1 & 1/S1.2
6'-0" MIN.VERTICAL REINFORCEMENT PER
1
/
S
1
.
1
HORIZONTAL REINFORCEMENT P
E
R
1
/
S
1
.
2
6
'
-
0
"
M
I
N
.
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
P
E
R
1
/
S
1
.
2
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
P
E
R
1
/
S
1
.
2
6'-0" MIN.VERTICAL REINFORCEMENT PER 1/S1.2HORIZONTAL REINFORCEMENT PER 1/S1.2SITE RETAINING WALL - BEY
O
N
D
F
O
O
T
I
N
G
P
E
N
E
T
R
A
T
I
O
N
3
/
4
"
=
1
'
-
0
"
1S1.3
36" MIN. U.N.O.
PER LAP SCHEDULE
HORIZONTAL BARS @12" O.C.(FULL HEIGHT OF WALL)
D
E
T
A
I
L
S
D
R
A
W
I
N
G
T
I
T
L
E
S
H
E
E
T
N
U
M
B
E
R
D
A
T
E
:
0
5
-
2
3
-
2
0
2
4
0
5
-
2
3
-
2
0
2
4
S
1
.
3
14718 NW DELIA ST. ☼PORTLAND, OREGON 97229
OFFICE: 971.233.6099 ☼MOBILE: 971.233.6099 ☼
☼ DENNIS@VISTASTRUCTURAL.COM ☼ VISTASTRUCTURAL.COM
2
3
CLIENT: PACIFIC COMMUNITY DESIGN
JOB TITLE: RIVER TERRACE PARK RET. WALLS
15025 SW 161ST AVE TIGARD, OR
97224
JURISDICTION: WASHINGTON COUNTY
E
N
G
I
N
E
E
R
:
E
W
S
C
H
E
C
K
E
D
B
Y
:
D
M
H
D
R
A
W
N
B
Y
:
N
A
S
N
O
.
D
A
T
E
R
E
V
I
S
I
O
N
B
Y
4
4
.
3
0
.
2
0
2
4
F
I
E
L
D
C
H
A
N
G
E
D
H
4