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KITTELSON & ASSOCIATES, INC610 SW ALDER STREET, STE 700PORTLAND, OR 97205[P] 503-228-5230CONTACT: JULIA KUHN, PE TRAFFIC ENGINEER:GEOTECHNICAL ENGI
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SWCA ENVIRONMENTAL CONSULTANTS434 NW SIXTH AVENUE, STE 304PORTLAND, OR 97209[P]503-224-0333CONTACTS: MIRTH WALKER, PWS, CWD NATURAL RESOURCE CONSULTANT:PACIFIC COMMUNITY DESIGN, INC12564 SW MAIN ST.TIGARD, OR 97223[P] 503-941-9484CONTACT: KRISTINA KOLTAVARY, RLA LANDSCAPE ARCHITECT:GEODESIGN, INC./NV515575 SW SEQUOIA PARKWAY, SUIT
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PORTLAND, OR 97224[P] 503-968-8787CONTACT: SHAWN DIMKE, G.E., P.E.STANTON STREET BUILDING COMPANY LLC111 SW COLUMBIA STREET SUITE 700PORTLAND, OR 97201[P] 503-313-7795CONTACT: PAM VERDADERO APPLICANT:PACIFIC COMMUNITY DESIGN, INC12564 SW MAIN ST.TIGARD, OR 97223[P] 503-941-9484CONTACT: KC SCHWARTZKOPH, PE CIVIL ENGINEER:PACIFIC COMMUNITY DESIGN, INC12564 SW MAIN ST.TIGARD, OR 97223[P] 503-941-9484CONTACT: STACY CONNERY, AICP PLANNER:STANTON STREET BUILDING COMPANY LLC OWNERS:PACIFIC COMMUNITY DESIGN, INC12564 SW MAIN ST.TIGARD, OR 97223[P] 503-941-9484CONTACT: TRAVIS JANSEN, PLS, PE SURVEYOR:MORGAN HOLEN & ASSOCIATES3 MONROE PARKWAY, SUITE P220LAKE OSWEGO, OR 97035[P] 971-409-9354CONTACT: MORGAN HOLEN ARBORIST:ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITYNOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER.THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE ISDESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ONSUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATIONCHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITYINFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA.WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SETIN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEARPROJECTED CENTERLINE OF S.W. 175 AVE.ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 BENCHMARK:GROSS ACREAGE: 38.03 AC(143 SINGLE FAMILY
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:
CONSTRUCTION NOTESBASED ON OUR REVIEW THE GRADING PLANS ARE INACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THENOVEMBER 7, 2018 CMMP REPORT AND AUGUST 9, 2021GEOTECHNICAL REPORT UPDATE FOR THE SITE. LOCK+LOADRETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTEDIN ACCORDANCE WITH THE (05/21/2021) RETAINING WALLDESIGN MEMO FOR THE SITE.BY:NV5
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
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.
REVISION 11/27/17
NOTES
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
PRIOR TO PERMIT SUBMISSION:
1.THE APPLICANT MUST SUBMIT AN AUTOCAD FILE OF PROPOSED STREET NAMES AND ASSIGNMENT OF
ADDRESSES AND PAY THE ADDRESS FEE. CONTACT OSCAR CONTRERAS AT 503-718-2678 FOR THE
SUBMISSION OF THE AUTOCAD FILE. THE ADDRESS FEE MUST BE ASSESSED IN ACCORDANCE WITH THE
CURRENT MASTER FEE SCHEDULE.
PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS:
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 PROJECT PLANNER WITHIN ONE WEEK
OF THE SITE INSPECTION.
3.THE PROJECT ARBORIST SHALL 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.
4.THE APPLICANT SHALL PROVIDE A TREE ESTABLISHMENT BOND IN THE AMOUNT OF $326,540.00 (580
INDIVIDUAL PLANTED TREES X $563/TREE) THAT MEETS THE REQUIREMENTS OF THE URBAN FORESTRY
MANUAL SECTION 11, PART 2.
5.THE APPLICANT MUST PROVIDE A FEE TO COVER THE CITY'S COST OF COLLECTING AND PROCESSING THE
INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN (URBAN FORESTRY MANUAL, SECTION 11,
PART 3). THIS FEE AMOUNT ($18,766.00) WILL BE FOR 74 INDIVIDUAL AND TWO STANDS PRESERVED (1ST
AT $189 + 73 X $28/EACH ADDITIONAL INDIVIDUAL = $2,233 AND 1 ST AT $249 + 1 X $44/EACH
ADDITIONAL STANDS = $293) AND NEWLY PLANTED TREES (580 X $28/EACH INDIVIDUAL = 16,240).
6.THE APPLICANT MUST EXECUTE A DEVELOPMENT AGREEMENT WITH THE CITY DETAILING THE DESIGN,
CONSTRUCTION, AND TIMING OF IMPROVEMENTS FOR THE RIVER TERRACE COMMUNITY PARK IN EXCESS
OF THE MINIMUM IMPROVEMENTS REQUIRED OF THE APPLICANT IN CONJUNCTION WITH THE LAND
USE APPLICATION (MINIMUM REQUIRED IMPROVEMENTS ARE DETAILED IN MEMORANDUM ENTITLED
"REVISED SITE PLANS TO CLARIFY OPEN SPACE, PUBLIC BENEFITS, AND PEDESTRIAN CONNECTIVITY" AND
AS SHOWN ON APPLICANT'S CIRCULATION PLAN, SHEET 9).
7.PRIOR TO COMMENCING PHASE II SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT A REVISED SITE
PLAN SHOWING THAT THE PRIVATE UTILITY FACILITIES MEET THE APPLICABLE LOCATION AND DESIGN
STANDARDS.
8.PRIOR TO COMMENCING PHASE II SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT A REVISED SITE
PLAN SHOWING PATHS THAT PROVIDE ACCESS FROM PUBLIC SIDEWALKS TO REQUIRED BUILDING
ENTRANCES HAVE A MINIMUM UNOBSTRUCTED WIDTH OF EIGHT FEET.
9.PRIOR TO COMMENCING PHASE II SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT REVISED SITE PLANS
SHOWING PATH SURFACES VISUALLY DISTINGUISHED FROM DRIVE AISLE SURFACES WHERE PATHS CROSS
DRIVE AISLES.
10.PRIOR TO COMMENCING PHASE II SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT PLANS DETAILING
HOW THE PARKING AREA STRIPING, WHEEL STOP, AND LIGHTING DESIGN STANDARDS ARE MET.
11.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE INCLUDING STREET AND RIGHT-OF-WAY
DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITIES, STREETLIGHTS,
EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTIONS MUST BE DESIGNED IN ACCORDANCE
WITH THE FOLLOWING CODES AND STANDARDS:
·CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS
·CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS
·TIGARD COMMUNITY DEVELOPMENT CODE (CDC), MUNICIPAL CODES
·TUALATIN VALLEY FIRE AND RESCUE (TVF&R) FIRE CODES
·OTHER APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND STANDARD GUIDELINES
12.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE INCLUDING STREET AND RIGHT-OF-WAY
DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITIES, STREETLIGHTS,
EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTIONS FOR FUTURE UTILITY EXTENSIONS ARE
SUBJECT TO THE CITY ENGINEER'S REVIEW, MODIFICATION, AND APPROVAL.
13.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A PUBLIC FACILITY IMPROVEMENT
(PFI) PERMIT TO COVER ALL INFRASTRUCTURE WORK INCLUDING STORMWATER WATER QUALITY AND
QUANTITY FACILITIES AND ANY OTHER WORK IN THE PUBLIC RIGHT-OF-WAY. FOUR (4) SETS OF DETAILED
PUBLIC IMPROVEMENT PLANS MUST BE SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. AN
ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES
INCLUDING BUT NOT LIMITED TO STREET, STREET GRADING, UTILITIES, STORMWATER QUALITY AND
WATER QUANTITY FACILITIES, SANITARY SEWER, STREETLIGHTS, AND FRANCHISE UTILITIES ARE
REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. WHEN THE WATER SYSTEM IS UNDER THE CITY OF
TIGARD JURISDICTION, AN ENGINEERING COST ESTIMATE OF WATER IMPROVEMENT MUST BE LISTED AS A
SEPARATE LINE ITEM FROM THE TOTAL COST ESTIMATE. 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).
14.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT PLANS SHOWING THE
FOLLOWING REQUIRED STREET IMPROVEMENTS TO ENGINEERING FOR REVIEW AND APPROVAL:
ROY ROGERS ROAD (5-LANE ARTERIAL, HALF STREET IMPROVEMENTS):
·MINIMUM 49' RIGHT-OF-WAY DEDICATION FROM CENTERLINE
·0.5' CURB
·5' PLANTER STRIP
·10' SIDEWALK
○NOTE: ANY ADDITIONAL WIDTH FOR SIDEWALK AREA CAN PLACED IN A PEDESTRIAN
EASEMENT OVER THE REQUIRED 10-FOOT LANDSCAPE TRACT. THE SIDEWALK CAN ALSO
MEANDER WITHIN THE 10 FEET OF THE LANDSCAPE TRACT, PROVIDED THE EASEMENT COVERS
THE FULL 10-FOOT WIDTH.
·0.5' PUBLIC ACCESS BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW RIVER TERRACE BOULEVARD (COLLECTOR, FULL STREET IMPROVEMENTS):
·110' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·52' MINIMUM PAVED WIDTH
○(2) 11' TRAVEL LANES
○(1) 14' MEDIAN/TURN LANE
○(2) 8' PARKING LANE
·WEST SIDE OF STREET:
○38' MINIMUM TRAIL CORRIDOR
■TRAIL: 12' MINIMUM WIDTH MULTI-USE PATH
■TRAIL CORRIDOR LANDSCAPING: 26' MINIMUM WIDTH OF LANDSCAPING UNEQUALLY
DISTRIBUTED ON BOTH SIDES OF THE TRAIL TO FACILITATE TRAIL CURVATURE
○0.5' CURB
○5' CURB-TIGHT SIDEWALK
·EAST SIDE OF STREET:
○0.5' CURB
○7.5' PLANTER STRIP
○6' SIDEWALK
○0.5' PUBLIC ACCESS BEHIND SIDEWALK
SW RIVER TERRACE BOULEVARD (COLLECTOR, NARROW SECTION, FULL STREET IMPROVEMENTS):
·44' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·24' MINIMUM PAVED WIDTH
○(2) 11' TRAVEL LANES
·WEST SIDE OF STREET:
○0.5' CURB
○12' MULTI-USE PATH
○0.5' PUBLIC ACCESS BEHIND SIDEWALK
·EAST SIDE OF STREET:
○0.5' CURB
○6' SIDEWALK
○0.5' PUBLIC ACCESS BEHIND SIDEWALK
SW JEAN LOUIS ROAD (COMMERCIAL COLLECTOR, FULL STREET IMPROVEMENTS):
·78' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·50' MINIMUM PAVED WIDTH
○BIKE FACILITIES: 6' MINIMUM WIDTH BIKE LANES (BOTH SIDES OF STREET)
○ON-STREET PARKING: 8' MINIMUM WIDTH (BOTH SIDES OF STREET)
○TRAVEL LANES: 11' MINIMUM TRAVEL LANE (EACH DIRECTION)
○LEFT TURN LANES: 11' MINIMUM WIDTH WHERE LEFT TURNS ARE ALLOWED, AS DETERMINED BY
CITY ENGINEER
○PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND
DETAILS AT TIME OF APPLICATION FOR PFI PERMIT.
·(2) 0.5' CURB
·(2) 5.5 PLANTER STRIP
·(2) 8' SIDEWALK
·(2) 0.5' PUBLIC ACCESS EASEMENT BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW STREAMWOOD LANE (LOCAL RESIDENTIAL <1500 VPD, FULL-STREET IMPROVEMENTS):
·54' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·32' MINIMUM PAVED WIDTH
○PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND
DETAILS AT TIME OF APPLICATION FOR PFI PERMIT.
·(2) 0.5' CURB
·(2) 5' PLANTER STRIP
·(2) 5' SIDEWALK
·(2) 0.5' PUBLIC ACCESS BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW TUSCANY STREET (LOCAL RESIDENTIAL <1500 VPD, SKINNY STREET OPTION, FULL-STREET
IMPROVEMENTS):
·50' RIGHT-OF-WAY DEDICATION (TOTAL)
·28' PAVED WIDTH
○PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND
DETAILS AT TIME OF APPLICATION FOR PFI PERMIT.
·(2) 0.5' CURB
·(2) 5' PLANTER STRIP
·(2) 5' SIDEWALK
·(2) 0.5' PUBLIC ACCESS BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACRESS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW BEACON LANE (LOCAL RESIDENTIAL <1500 VPD, FULL-STREET IMPROVEMENTS):
·54' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·32' MINIMUM PAVED WIDTH
○PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND
DETAILS AT TIME OF APPLICATION FOR PFI PERMIT.
·(2) 0.5' CURB
·(2) 5' PLANTER STRIP
·(2) 5' SIDEWALK
·(2) 0.5' PUBLIC ACCESS BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW 165TH AVENUE (LOCAL RESIDENTIAL <1500 VPD, FULL-STREET IMPROVEMENTS):
·54' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·32' MINIMUM PAVED WIDTH
○PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND
DETAILS AT TIME OF APPLICATION FOR PFI PERMIT.
·(2) 0.5' CURB
·(2) 5' PLANTER STRIP
·(2) 5' SIDEWALK
·(2) 0.5' PUBLIC ACCESS BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW 166TH AVENUE (LOCAL RESIDENTIAL <1500 VPD, FULL-STREET IMPROVEMENTS):
· 54' MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL)
·32' MINIMUM PAVED WIDTH
○PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND
DETAILS AT TIME OF APPLICATION FOR PFI PERMIT.
·(2) 0.5' CURB
·(2) 5' PLANTER STRIP
·(2) 5' SIDEWALK
·(2) 0.5' PUBLIC ACCESS BEHIND SIDEWALK
·8' PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY
SW MARKET STREET (PRIVATE STREET, LOCAL COMMERCIAL):
·20' MINIMUM PAVED WIDTH
·PER TMC 18.910.070, PRIVATE STREETS SHALL HAVE SIDEWALKS MEETING CITY STANDARDS ALONG
BOTH SIDES OF THE STREET
·PAVEMENT SECTION FOR ALLEYS MUST MEET CITY OF TIGARD MINIMUM PAVEMENT SECTION FOR
PUBLIC LOCAL COMMERCIAL STREETS
PRIVATE ALLEYS (LOCAL RESIDENTIAL, FULL-STREET IMPROVEMENTS):
·20' MINIMUM TRACT WIDTH
○17' MINIMUM PAVED WIDTH
○(2) 1' MOUNTABLE CURBS
○(2) 0.5' PUBLIC ACCESS BEHIND CURB
·PAVEMENT SECTION FOR ALLEYS MUST MEET CITY OF TIGARD MINIMUM PAVEMENT SECTION FOR
PUBLIC LOCAL RESIDENTIAL STREETS
15.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST OBTAIN ALL REQUIRED APPROVALS AND
PERMITS FOR CONSTRUCTION FROM ALL NECESSARY AGENCIES, INCLUDING BUT NOT LIMITED TO
WASHINGTON COUNTY, IN ACCORDANCE WITH THE WASHINGTON COUNTY RESPONSE LETTER (COUNTY
FILE NUMBER CP22-903, DATED JANUARY 24, 2022).
16.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT THE EXACT LEGAL NAME,
ADDRESS AND TELEPHON NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED
AS THE "PERMITEE", AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC
IMPROVEMENTS. SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. AND THE
STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE
CONTACT PERSON. FAILURE TO PROVIDE ACCURATE INFORMATION WILL DELAY PROCESSING OF PROJECT
DOCUMENTS.
17.PRIOR TO COMMENCING ANY SITE WORK, 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 ONSITE. 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.
18.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST PROVIDE A PHOTOMETRIC ANALYSIS
FOR THE REVIEW AND APPROVAL. THE APPLICANT MUST SUBMIT PLANS SHOWING THE LOCATION OF
STREETLIGHTS AND THE TYPE AND COLOR OF POLE AND LIGHT FIXTURE FOR REVIEW AND APPROVAL.
PHOTOMETRIC ANALYSIS WILL FOLLOW THE RECOMMENDED VALUES AND REQUIREMENTS DESCRIBED IN
ANSI/IESNA. ALL PUBLIC STREETLIGHTS MUST BE PGE OPTION B.
19.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AND A FINAL STORM
DRAINAGE REPORT AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE
DEVELOPMENT WILL BE COLLECTED, CONVEYED, TREATED AND DETAINED FOR REVIEW AND APPROVAL.
THE STORM DRAINAGE REPORT MUST BE PREPARED AND INCLUDE A MAINTENANCE PLAN IN ACCORDANCE
WITH CWS DESIGN AND CONSTRUCTION STANDARDS AND THE CITY OF TIGARD STANDARDS.
20.PRIOR TO COMMENCING ANY SITE WORK, 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.
21.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AS PART OF THE PFI
PERMIT SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE DESIGNED
AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TIGARD AND CWS DESIGN AND CONSTRUCTION
STANDARDS.
22.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AS PART OF THE PFI
PERMIT SHOWING ALL PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS AND WATER
SERVICES TO BE DESIGNED IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS FOR REVIEW AND
APPROVAL.
23.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE WRITTEN APPROVAL FROM
TVF&R FOR FIRE FLOW, HYDRANT PLACEMENT, AND EMERGENCY VEHICULAR ACCESS AND TURN AROUND.
24.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT ALL PUBLIC UTILITY EASEMENTS,
JOINT ACCESS EASEMENTS, PUBLIC ACCESS EASEMENTS AND MAINTENANCE AGREEMENTS FOR REVIEW
AND APPROVAL.
25.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT AN EROSION CONTROL PLAN AS
PART OF THE PFI PERMIT. THE PLAN MUST CONFORM TO THE "CWS EROSION PREVENTION AND SEDIMENT
CONTROL DESIGN AND PLANNING MANUAL" (CURRENT EDITION).
26.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT 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 ENSURE THAT SURFACE DRAINAGE IS
DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING
DIVISION. 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.
27.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A PERFORMANCE BOND FOR ALL
PUBLIC IMPROVEMENTS AND PRIVATE STORMWATER TREATMENT FACILITIES ASSOCIATED WITH THE
DEVELOPMENT.
28.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A PRELIMINARY SIGHT
DISTANCE CERTIFICATION FOR REVIEW AND APPROVAL.
29.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT SHALL SUBMIT A REVISED TRAFFIC STUDY
REPORT THAT PROVIDES A PROPORTIONAL SHARE IMPACT ANALYSIS FOR THE IDENTIFIED NEED FOR
ADDRESSING THE GAP IN CONNECTIVITY BETWEEN JEAN LOUISE ROAD (COLLECTOR) AND ROSHAK ROAD
(COLLECTOR) (PROJECT ID #3, TABLE 5: RECOMMENDED TRANSPORTATION IMPROVEMENTS IN RIVER
TERRACE AS FOUND IN RIVER TERRACE COMMUNITY PLAN: TSP ADDENDUM AND AS INCLUDED IN
WASHINGTON COUNTY WEST BULL MOUNTAIN CONCEPT PLAN STREET CONNECTIVITY REQUIREMENTS).
30.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST COMPLETE THE ANNEXATION PROCESS IN
ORDER FOR PUBLIC SANITARY OR STORM SEWER SERVICES TO BE PROVIDED.
31.PRIOR TO COMMENCING ANY SITE WORK, THE SITE DEVELOPMENT PLANS MUST DEMONSTRATE
COMPLIANCE WITH CWS CONVEYANCE DESIGN REQUIREMENTS (D&C SECTION 5.02). THIS CONDITION WILL
INCLUDE MAKING GRAVITY SANITARY SEWER SERVICE AVAILABLE AT A DEPTH AND CAPACITY NECESSARY
TO ACCOMMODATE THE FUTURE DECOMMISSIONING OF SCHOLLS COUNTRY ESTATES PUMP STATION (TLNO
2S105CB15800).
PRIOR TO FINAL PLAT APPROVAL:
32.PRIOR TO FINAL PLAT APPROVAL, PURSUANT TO 18.280.040, ALL LOTS APPROVED FOR ROWHOUSE
DEVELOPMENT IN THE R-7, R-12, AND R-25 ZONES MUST RECORD A DEED RESTRICTION
PROHIBITING ANY TYPE OF DEVELOPMENT OTHER THAN ROWHOUSE DEVELOPMENT ON THE LOT.
33.PRIOR TO FINAL PLAT APPROVAL, ALL IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE
INCLUDING BUT NOT LIMITED TO STREET IMPROVEMENT UNDER THE CITY OF TIGARD JURISDICTION MUST
BE CONSTRUCTED, COMPLETED AND/OR SATISFIED. THE APPLICANT MUST OBTAIN CONDITIONAL
ACCEPTANCE FROM THE CITY AND PROVIDE A TWO-YEAR MAINTENANCE ASSURANCE FOR SAID
IMPROVEMENTS.
34.PRIOR TO FINAL PLAT APPROVAL, ALL PUBLIC UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO STORM
DRAINAGE, WATER QUALITY AND QUANTITY, SANITARY SEWER, WATER, GAS, ELECTRICAL,
COMMUNICATION, AND WIRELESS MUST BE COMPLETED. PRIVATE STORM WATER QUALITY AND QUANTITY
FACILITIES MUST BE PROVIDED WITH TWO YEARS OF MAINTENANCE AND ENTERED INTO A STORMWATER
MAINTENANCE AGREEMENT WITH THE CITY.
35.PRIOR TO FINAL PLAT APPROVAL, THE FINAL PLAT MUST CONTAIN STATE PLANE COORDINATES ON TWO
MONUMENTS WITH A TIE TO THE CITY'S GLOBAL POSITIONING SYSTEM 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. 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 OR BY RANDOM TRAVERSE USING CONVENTIONAL SURVEY METHODS.
36.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MUST SUBMIT FOR CITY REVIEW FOUR (4) PAPER
COPIES OF THE FINAL PLAT PREPARED BY A LAND SURVEYOR LICENSED TO PRACTICE IN OREGON, PAY
THE FINAL PLAT FEE, AND ANY OTHER NECESSARY DATA OR NARRATIVE. THE FINAL PLAT AND DATA OR
NARRATIVE MUST BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY THE OREGON REVISED
STATUTES (ORS 92.05), WASHINGTON COUNTY, AND BY THE CITY OF TIGARD. FINAL PLAT WILL INCLUDE
SIGNATURE LINES FOR THE CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR. NOTE:
WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL THEY RECEIVE NOTICE
FROM THE 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, THE APPLICANT MUST SUBMIT ONE COPY OF THE FINAL PLAT FOR CITY ENGINEER AND
COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES.
37.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MUST RECORD ALL PUBLIC UTILITY EASEMENTS, JOINT
ACCESS EASEMENTS, PUBLIC ACCESS EASEMENTS AND MAINTENANCE AGREEMENTS WITH WASHINGTON
COUNTY AND PROVIDE A RECORDED COPY TO THE CITY.
38.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MUST SUBMIT THE FINAL SIGHT DISTANCE
CERTIFICATION FOR REVIEW AND APPROVAL.
39.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MUST PLACE ALL EXISTING AND PROPOSED UTILITIES
UNDERGROUND.
40.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MUST PROVIDE EVIDENCE THAT THE HOMEOWNERS
ASSOCIATION (HOA) IS FORMED AND THE COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&R)
DOCUMENT IS IN PLACE WITH LANGUAGE IN REGARD TO THE MAINTENANCE OF TRACTS AND PRIVATE
ACCESSES.
41.PRIOR TO FINAL PLAT, THE APPLICANT SHALL PAY A FEE-IN-LIEU FOR ADDRESSING THE GAP IN
CONNECTIVITY BETWEEN JEAN LOUISE ROAD (COLLECTOR) AND ROSHAK ROAD (COLLECTOR) (PROJECT
ID #3, TABLE 5: RECOMMENDED TRANSPORTATION IMPROVEMENTS IN RIVER TERRACE AS FOUND IN
RIVER TERRACE COMMUNITY PLAN: TSP ADDENDUM AND AS INCLUDED IN WASHINGTON COUNTY
WEST BULL MOUNTAIN CONCEPT PLAN STREET CONNECTIVITY REQUIREMENTS). THE PROPORTIONAL
SHARE IMPACT FEE-IN-LIEU AMOUNT SHALL BE REVIEWED AND APPROVED BY THE CITY.
PRIOR TO FINAL BUILDING INSPECTION:
42.PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT SHALL CALL FOR A FINAL PLANNING
INSPECTION AND FINAL URBAN FORESTRY PLANS TO ENSURE THE PROJECT WAS COMPLETED ACCORDING
TO THE APPROVED PLAN.
CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL
WETLAND TO BE FILLED,
SEE SOIL REMEDIATION PLAN
EXISTING STRUCTURE
TO BE REMOVED, TYP.
EXISTING STRUCTURES
TO BE REMOVED, TYP.
EXISTING STRUCTURES
TO BE REMOVED, TYP.
EXISTING STRUCTURES
TO BE REMOVED, TYP.
WETLAND TO
BE PRESERVED
SLOPE EASEMENT
DRAINAGE EASEMENT
PUBLIC UTILITY EASEMENT
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 60 FEET
60 30 60
EXISTING
CONDITIONS
PLAN
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EASEMENT LINES
EXISTING RIGHT-OF-WAY
EXISTING CENTERLINE
EXISTING PROPERTY LINE
EXISTING BOUNDARY LINE
EXISTING DRAINAGE HAZARD AREA
EXISTING SIDEWALK
EXISTING 1-FOOT CONTOURS
EXISTING 5-FOOT CONTOURS
EXISTING SANITARY SEWER
EXISTING STORM DRAIN
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING BURIED POWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING CABLE TV LINE
EXISTING TELEPHONE LINE
EXISTING SANITARY MANHOLE
EXISTING SANITARY CLEANOUT
EXISTING STORM MANHOLE
EXISTING AREA DRAIN
EXISTING CURB INLET
EXISTING STORM CLEANOUT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING BLOW-OFF
EXISTING AIR RELEASE VALVE
EXISTING GAS VALVE
EXISTING CABLE RISER
EXISTING TELEPHONE RISER
EXISTING LIGHT POLE
EXISTING FENCE
EXISTING ELECTRIC VAULT
EXISTING RETAINING WALL
EXISTING TREES TO REMAIN
EXISTING TREES TO BE REMOVED
DRAINAGE SLOPE DIRECTION
H Y D
MATCH SHEET 104
SLOPE EASEMENT
WETLAND TO BE FILLED,
SEE SOIL REMEDIATION PLAN
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
27
0
28
0
29
0
30
0
31
0
32
0
3
3
0
34
0
26
4
2
6
6
2
6
8
27
2
27
4
27
6
27
8
28
2
28
4
28
6
28
8
29
2
29
4
29
6
29
8
30
2
30
4
30
6
30
8
31
2
31
4
31
6
31
8
3
2
2
3
2
4
3
2
6
3
2
8
33
2
3
3
4
33
6
33
8
34
2
306
308
31' PAVED ACCESS
EXISTING STRUCTURES
TO BE REMOVED, TYP.
n:
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7
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M
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 60 FEET
60 30 60
EXISTING
CONDITIONS
PLAN
104
XT
XCOM
XOH
XE
XSD
XW
XG
LEGEND
XSS
SC
S
D
C
TR
PGE
644
EASEMENT LINES
EXISTING RIGHT-OF-WAY
EXISTING CENTERLINE
EXISTING PROPERTY LINE
EXISTING BOUNDARY LINE
EXISTING DRAINAGE HAZARD AREA
EXISTING SIDEWALK
EXISTING 1-FOOT CONTOURS
EXISTING 5-FOOT CONTOURS
EXISTING SANITARY SEWER
EXISTING STORM DRAIN
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING BURIED POWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING CABLE TV LINE
EXISTING TELEPHONE LINE
EXISTING SANITARY MANHOLE
EXISTING SANITARY CLEANOUT
EXISTING STORM MANHOLE
EXISTING AREA DRAIN
EXISTING CURB INLET
EXISTING STORM CLEANOUT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING BLOW-OFF
EXISTING AIR RELEASE VALVE
EXISTING GAS VALVE
EXISTING CABLE RISER
EXISTING TELEPHONE RISER
EXISTING LIGHT POLE
EXISTING FENCE
EXISTING ELECTRIC VAULT
EXISTING RETAINING WALL
EXISTING TREES TO REMAIN
EXISTING TREES TO BE REMOVED
DRAINAGE SLOPE DIRECTION
H Y D
MATCH SHEET 103
SW STREAMWOOD LN
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
SW TUSCANY STREET
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
ALLEY 2
AL
L
E
Y
1
AL
L
E
Y
4
ALLEY 7
ALLEY 3
ALLEY 8
104 103 102 101 100
105
106
110
111
108
109
121
113
112
107
114
116
117
118
119
120
124
122
123
125
TRACT M
144
143
142
141
140
136
139
138
137
134
135
TRACT B
TRACT C
TRACT H
115
65
67
89
TR
A
C
T
I
2
97
90
69
96
77
70
95
83
76
71
94
82
75
81
74
72
93
80
7399
92
79
98
91
78
68
TRACT OTRACT N
TR
A
C
T
L
TRACT JTRACT K
12+16
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
4
4
0+00 1+00 2+00 2+42
0+00 1+00 2+00 2+28
4+
2
4
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
3+34
1+00
2+00 3+00
1+00 2+00 3+00 3+44
10
9
+
0
0
11
0
+
0
0
11
1
+
0
0
11
2
+
0
0
11
3
+
0
0
11
4
+
0
0
11
5
+
0
0
11
6
+
0
0
1
1
7
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17+00
1+00 2+00 3+00
17+0018+0019+0020+0021+0021+57
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
L1
L2
C
1
L3
L4
C2
C3
C
4
L5
L6
L7
L8 L9
L1
0
L11
L12
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
PGE
644
PGE
644
PG
E
64
4PGE
644
P
G
E
6
4
4
PG
E
64
4
P
G
E
5
7
7
P
G
E
5
7
7
P
G
E
5
7
7
PG
E
233
PG
E
233
P
G
E
6
4
4
PG
E
64
4
REFER TO MEMO DATED 1/5/23 FOR
INFORMATION PERTAINING TO THE DESIGN
OF THE TRAIL SYSTEM WITHIN TRACT C
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
LENGTH
1031.43'
450.60'
1067.80'
32.65'
1115.67'
228.05'
443.70'
242.00'
234.00'
423.88'
244.02'
427.00'
BEARING
N0° 00' 16"E
N89° 59' 44"W
N0° 06' 00"E
N0° 06' 00"E
N0° 00' 16"E
N89° 20' 24"E
N0° 00' 16"E
S89° 59' 44"E
S89° 59' 44"E
N0° 00' 16"E
N89° 20' 24"E
N89° 54' 43"E
CURVE TABLE
CURVE #
C1
C2
C3
C4
RADIUS
41.00'
170.00'
170.00'
600.00'
LENGTH
64.40'
27.69'
27.69'
200.04'
CHORD DIRECTION
N44° 59' 44"W
N4° 45' 58"E
N4° 45' 58"E
N9° 27' 05"W
n:
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 60 FEET
60 30 6000
LEGEND
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING BOUNDARY LINE
PROPOSED HANDICAP RAMP
PROPOSED A.C. PAVING
EXISTING A.C. PAVING
PROPOSED SIDEWALK
EXISTING SIDEWALK
EXISTING GRAVEL
EXISTING WETLAND
EXISTING WATERS
EXISTING BUFFER IN DEGRADED
CONDITION TO BE ENHANCED
(INCLUDES TEMP. ENCROACHMENT)
PROPOSED BUFFER MITIGATION
MATCH SHEET 106
EASTMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
GENERAL NOTES:
1.ROY ROGERS ROAD SIDEWALKS,
LANDSCAPE STRIP, AND CURB TO BE
BUILT WITH THIS PROJECT. REFER TO
APPROVED ROY ROGERS ROAD
CONSTRUCTION PLANS DESIGNED UNDER
WASHINGTON COUNTY FACILITIES PERMIT
__________ FOR DESIGN STREET
SECTION, STRIPING, DETAILS & CURB
RETURNS.
SITE PLAN
105
# 22-903
SW BEACON LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW JEAN LOUISE RD SW LORENZO LANE
AL
L
E
Y
5
AL
L
E
Y
6
ALLEY 10
ALLEY 9
129 133132131130126128127
10
TRACT E
14
30
87 8485
TR
A
C
T
G
19 20 21 2216
TR
A
C
T
F
17 18
TR
A
C
T
D
46
23
6
7
13
8
15
9
11
4
5
12
3
25
29
24
28
27
31
26
54
52
53
56
55
57
47
45
44
50
49
48
35
36
37
38
33
41
34
32
43423940
88
51
1
86
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
3+281+00 2+00 3+00
3+
1
2
0+
0
0
1+
0
0
2+
0
0
3+
0
0
0+
0
0
1+
0
0
2+
0
0
2+
8
9
3+44
1+00
2+00 3+00
0+00 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 15+00
10
3
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
10
7
+
0
0
10
8
+
0
0
10
9
+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
1+02 2+00 3+00 4+00 5+00
6+
0
0
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
L19 C7
L1
7
C
5
C
6
L18
L13
L1
4
L15
L1
6
SC
PG
E
64
4
PGE
644
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
5
7
7
P
G
E
6
4
4
REFER TO WASHINGTON COUNTY
FACILITY PERMIT PLANS FOR
ROY ROGERS AND INTERSECTION
IMPROVEMENTS.
LINE TABLE
LINE #
L13
L14
L15
L16
L17
L18
L19
LENGTH
228.47'
311.79'
244.01'
289.42'
115.24'
1814.78'
444.99'
BEARING
S89° 20' 24"W
N0° 00' 16"E
N89° 20' 24"E
N0° 00' 16"E
N0° 06' 00"E
N89° 20' 24"E
N89° 20' 24"E
CURVE TABLE
CURVE #
C5
C6
C7
RADIUS
170.00'
170.00'
41.00'
LENGTH
42.01'
42.01'
63.93'
CHORD DIRECTION
N6° 58' 48"W
N6° 58' 48"W
N44° 40' 20"E
n:
\
p
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1
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P
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 60 FEET
60 30 6000
MATCH SHEET 105
SITE PLAN
106
LEGEND
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING BOUNDARY LINE
PROPOSED HANDICAP RAMP
PROPOSED A.C. PAVING
EXISTING A.C. PAVING
PROPOSED SIDEWALK
EXISTING SIDEWALK
EXISTING GRAVEL
EXISTING WETLAND
EXISTING WATERS
EXISTING BUFFER IN DEGRADED
CONDITION TO BE ENHANCED
(INCLUDES TEMP. ENCROACHMENT)
PROPOSED BUFFER MITIGATION
SW TUSCANY ST
SW STREAMWOOD LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
SW JEAN LOUISE RD
COMP-9
SW
R
O
Y
R
O
G
E
R
S
R
D
SW LORENZO LN
260
260260
260
260
260
2
6
0
26
0
260
260
270
270
270
280
240
240
250
250
260
26
0
27
0
27
0
27
0
270
2
7
0
29
0
30
0
3
1
0
32
0
3
2
0
300
300
31
0
310
310
270
280
290
300
270
28
0
270
28
0
260
270
28
0
290
300
310
29
0
3
0
0
270
280
290
COMP-8COMP-7
COMP-6
COMP-12
COMP-11
n:
\
p
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j
\
1
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8
-
0
0
5
\
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d
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a
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b
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(
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7
)
C
O
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A
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I
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E
D
S
O
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S
M
A
P
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r
.
1
9
,
2
4
-
8:
3
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
EX 2-FT CONTOUR
EX 10-FT CONTOUR
LEGEND
324
320
SCALE
1 INCH = 80 FEET
80 40 8000
CONTAMINATED
SOILS MAP
107
CONTAMINATED SOIL SURVEY BASED ON CONTAMINATED MEDIA MANAGEMENT PLAN, PREPARED BY
NV5 (GEODESIGN INC) FOR OREGON DEQ, DATED NOVEMBER 7, 2018. PRIOR TO BEGINNING WORK IN
AREAS OF POTENTIAL CONTAMINATION, THE CONTRACTOR SHALL VERIFY THAT WORK WILL BE
COMPLETED IN ACCORDANCE WITH A SITE SPECIFIC HSP AND THE CMMP REFERENCED ABOVE, AND
CONTINUOUSLY OBSERVE THE SOIL FOR FIELD EVIDENCE OF PETROLEUM-RELATED CONTAMINATION.
CONTAMINATED SOILS:
·COMP-6, COMP-7, COMP-8: REMOVE 6" TOPSOIL AND SUBSURFACE SOIL
·COMP-9: REMOVE 18" TOPSOIL AND SUBSURFACE SOIL
·COMP-11, COMP-12: 11,600-CY OF UNCOMPACTED FILL IN BERM
REFER TO SHEETS 108.1 THROUGH 108.3 FOR REMEDIATION PLANS:
·CONTAMINATED TOPSOILS MAY BE INTERRED WITHIN DISPOSAL CELLS WHEN SCREENED FOR
WOODY DEBRIS AND MIXED 1:3 WITH CONTAMINATED FILLS SUITABLE FOR USE AS STRUCTURAL
FILL
·CONTAMINATED SOIL FROM FILL BERM AREA MAY BE USED WITHOUT RESTRICTION ONSITE
6" CONTAMINATED SOIL REMOVAL
18" CONTAMINATED SOIL REMOVAL
UNDOCUMENTED FILL BERM
540,000-SF
200,000-SF
11,600-CY
SS SS
SS
SS
SS
SS
SS
SS SS SS SS
SS
SS
SS
SS
SS
SS
SS SS SS
S
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
S
D
SD
S
D
SD
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
5+
1
4
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
5+
1
4
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
5+
1
2
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+54
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+46
25
5
260
26
0
26
5
265
26
5
2
7
0
2
7
0
27
5
2
7
5
2
5
2
252
2
5
3
2532
5
4
25
4
2
5
4
25
6
2
5
7
25
7
2
5
8
25
8
2
5
9
25
9
26
1
261
26
1
2
6
2
262
26
2
2
6
3
263
26
3
26
4
264
26
4
26
6
266
26
6
26
7
26
7
26
8
26
8
26
9
2
6
9
27
1
2
7
1
27
2
2
7
2
2
7
3
2
7
3
2
7
4
2
7
4
27
6
27
6
2
6
5
2
7
0 27
5 280 285 290
266 267 268 269
2
7
1
27
2
27
3
27
4
27
6 277 278 279 281 28
2 283 284 286 287 288 289 291 292
SC
S
D
0
+
0
0
1
+
0
0
2
+
0
0
2
+
6
0
0+0
0
1+0
0
2+0
0
3+0
0
3+0
0
250
250
260
26
0
250
25
0
260
260
270
2
7
0
250
260
250
25
0
27
0
26
4
26
6
26
8
27
2
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SC
260
262
260
27
0
258
262
264
266
26
8
27
2
27
4
1 2 3
4
4
5 5
6 6
7
7
8
8
SCALE
0
1 INCH 50 FEET
50 25 50
n:
\
p
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1
4
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0
5
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5
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(
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O
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8
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1
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r
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1
9
,
2
4
-
8:
3
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SOIL
REMEDIATION
108.1
LEGEND
274
270
274
270
274
270
GENERAL NOTES
240
250
260
270
280
240
250
260
270
280
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25
250
260
270
280
250
260
270
280
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25
250
260
270
280
250
260
270
280
0+00 1+00 2+00 3+00 4+00 5+00 5+50
1:1 CUT (TYP)
PROPOSED FINISH GRADE (TYP)
EXISTING GRADE (TYP)
VERTICAL FILL (TYP)
8 OUNCE GEOTEXTILE ON
TOP OF CONTAMINATED SOIL (TYP)
1:1 CUT (TYP)
LIMITS OF CONTAMINATED FILL (TYP)
SANITARY SEWER
PROPOSED
RETAINING WALL
PROPOSED
RETAINING WALL
6.
0
'
C
O
V
E
R
D
E
P
T
H
(
T
Y
P
)
DE
P
T
H
=
-
2
4
.
2
3
'
DE
P
T
H
=
-
2
1
.
2
3
'
n:
\
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\
1
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0
0
5
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0
9
d
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5
a
s
b
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(
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8
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2
Ma
r
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1
9
,
2
4
-
8:
3
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SOIL
REMEDIATION
108.2
SECTION 1
SECTION 2
SECTION 3
LEGEND
240
250
260
270
280
240
250
260
270
280
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00
240
250
260
270
280
240
250
260
270
280
0+00 1+00 2+00 3+00 4+00 5+00 5+50
240
250
260
270
280
290
240
250
260
270
280
290
0+00 1+00 2+00 3+00 4+00 5+00 5+50
SANITARY SEWER
BETWEEN DISPOSAL CELLS
SANITARY SEWER
BETWEEN DISPOSAL CELLS
SANITARY SEWER
BETWEEN DISPOSAL CELLS
1:1 CUT (TYP)
PROPOSED FINISH GRADE (TYP)
EXISTING GRADE (TYP)
VERTICAL FILL (TYP)
1:1 CUT (TYP)
LIMITS OF CONTAMINATED FILL (TYP)
8 OUNCE GEOTEXTILE ON
TOP OF CONTAMINATED SOIL (TYP)
6
.
0
'
C
O
V
E
R
D
E
P
T
H
(
T
Y
P
)
DE
P
T
H
=
2
4
.
7
8
'
DE
P
T
H
=
2
1
.
8
1
'
DE
P
T
H
=
2
1
.
9
1
'
DE
P
T
H
=
2
1
.
3
6
'
DE
P
T
H
=
1
8
.
9
6
'
DE
P
T
H
=
1
9
.
6
9
'
n:
\
p
r
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j
\
1
4
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-
0
0
5
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0
9
d
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3
Ma
r
.
1
9
,
2
4
-
8:
3
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SOIL
REMEDIATION
108.3
SECTION 4
SECTION
SECTION 6
LEGEND
240
250
260
270
280
240
250
260
270
280
-0+25 0+00 1+00 2+00 3+00 3+50
245
250
260
270
245
250
260
270
0+00 1+00 2+00 3+00
SANITARY SEWER
1:1 CUT (TYP)
PROPOSED FINISH GRADE (TYP)EXISTING GRADE (TYP)
VERTICAL FILL (TYP)
LIMITS OF CONTAMINATED FILL (TYP)
1:1 CUT (TYP)
8 OUNCE GEOTEXTILE ON
TOP OF CONTAMINATED SOIL (TYP)
EXISTING GRADE AFTER
BERM REMOVAL
PARK FG
3
.
0
'
C
O
V
E
R
D
E
P
T
H
(
T
Y
P
)
DE
P
T
H
=
2
1
.
1
2
'
DE
P
T
H
=
1
5
.
5
2
'
n:
\
p
r
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j
\
1
4
8
-
0
0
5
\
0
9
d
r
a
w
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n
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s
\
0
5
a
s
b
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s
\
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1
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0
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5
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(
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8
)
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d
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T
:
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8
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4
Ma
r
.
1
9
,
2
4
-
8:
3
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SOIL
REMEDIATION
ONSITE
BURIAL PLAN
SECTION (3)
SECTION
SECTION 8
LEGEND
108.4
SW TUSCANY ST
SW STREAMWOOD LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
SW JEAN LOUISE RD
SW BEACON LN
SW
R
O
Y
R
O
G
E
R
S
R
D
SW LORENZO LN
AA
BB
C
C
6
7
13
8
15
9
11
4
5
12
3
115
17
10
14
105
106
110
111
108
109
121
113
112
107
114
116
117
118
119
120
124
122
123
125
12
7
D
D
2
7
0
2
8
0
2
9
0
29
0
2
9
0
3
0
0
3
1
0
3
2
0
2
6
6
2
6
8
2
7
2
274
2
7
6
2
7
8
2
8
2
2
8
4
2
8
6
2
8
8
2
9
2
2
9
4
2
9
6
2
9
8
3
0
2
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
31
6
3
1
8
3
2
2
3
2
4
302
304
306
308
3
0
8
272 274
3
0
0
3
1
0
320
3
2
0
2
9
6
2
9
8
3
0
2
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
316
3
1
6
318
3
1
8
322
3
2
2
32
4
324
2
8
0
29
0
2
7
2
27
2
27
4 27
6
27
8
2
8
2
28
4
28
6
28
8
2
9
2
2
9
4
27
0
28
0
2
7
4
27
6
27
8
28
2
28
4
28
6
27
0
270
28
0
27
2
272
274
27
6
27
8
27
4
27
0
266
26
6
268
268
280
290
274
276
278
282
284
286
288
292
292 294
30
0
296 29
8
280
290
274274 27
6
276
278
282
284
286
288
292
294
296
300
298
29
0
30
0
29
2
29
4
29
6
29
8
30
2
31
0
30
4
30
6
30
8
31
2
31
4
31
6
31
8
312
31
4
260
260260
260
260
260
2
6
0
26
0
260
260
270
270
270
280
262
262
262
262
264
26
4
264
264
266
2
6
6
266
266
268
26
8
268
268
268
268
272
272
272
274
274
274
276276
276
278
282
27
0
280
290
27
2
27
4
27
6
278
282
284
286
288
292
294
240
240
250
250
260
26
0
27
0
27
0
2362362382
3
8
238238
238
2
3
8
242
242
244
244
246
246
248
2
4
8
252
252
254
254
2
5
4
25
4
25
6
256
256
25
8
25
8
258258
262
26
2
26
4
2
6
4
264
26
4
26
6
26
6
26
8
26
8
27
2
27
2
27
4
27
4
27
6
27
6
27
0
270
266
266 268
268
272
272
274 274
2
7
0
26
6
2
6
8
2
7
2
27
4
2
7
6
27
6
270
280
290
26
6
2
6
6
268
272
274
276
278
282
284
286
288
292
294
296
270 28
0 290 300 310 320
264 266 268 272
27
4
27
6 278 28
2 284 286 288 292 294 296 298 302 30
4 306 308 312 314 316 318 322 324
32
6 328
290
30
0
3
1
0
32
0
32
0
29
2
29
4
29
6
29
8
3
0
2
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
31
6
31
8
322
3
2
2
324
32
4
32
6
3
2
6
31
0
30
6
30
8
270
280
290
30
0
266
268
272
274
276
278
282
284
286
288
292
294
296
298
270
28
0
266
268
272
274
27
6
27
8
270
28
0
268
27
2
27
4
27
6
27
8
28
2
28
4
28
6
28
8
260
270
254
256
258
262
264
266
268
272
28
0
290
300
310
274
27
6
278
28
2
284
286
288
292
294
296
298
302
304
306
308
312
314
1
2
97
90
69
96
77
70
95
83
76
71
94
82
75
TRACT K
81
74
72
93
86
80
7399
92
79
98
78
68
TR
A
C
T
B
TRACT C
46
23
25
29
24
28
27
31
26
54
52
53
56
55
57
TRACT H
47
45
44
50
49
48
35
36
37
38
33
41
34
32
65
67
43423940
89
TR
A
C
T
I
88 87 8485
TR
A
C
T
G
19 20 21 2216
TR
A
C
T
F
18
TR
A
C
T
D
51
TRACT E
30
TRACT J
138
137
134
135
104 103 102 101 100
TRACT OTRACT N
TR
A
C
T
M
129 13313
2
13
113012612
8
TR
A
C
T
L
144
143
142
141
140
136
139
29
0
3
0
0
28
2
28
4
28
6
2
8
8
2
9
2
2
9
4
2
9
6
2
9
8
3
0
2
270
280
290
264
2
6
4
266
268
272
274
276
278
282
284
286
288
91
272272
27
4
27
6
280
290
274
276
278
282
284
286
288
292
294
296
298
280
290
300
310
2
7
6
278
282
284
286
288
292
294
296
298
302
304
306
308
312
314
Slopes Table
Number
1
2
3
Minimum Slope
0.00%
10.00%
20.00%
Maximum Slope
10.00%
20.00%
50.00%
Area
1203372.67
108230.75
82705.26
Color
n:
\
p
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0
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9
d
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5
a
s
b
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.
(
1
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9
)
O
V
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R
A
L
L
G
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A
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I
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G
.
d
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-
S
H
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E
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:
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9
Ma
r
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1
9
,
2
4
-
8:
3
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
EX 2-FT CONTOUR
EX 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
PROPOSED RETAINING WALL
GRADING LIMITS
1.REFER TO SHEETS 112-113 FOR LOT SECTIONS A - D
GENERAL NOTES
SCALE
1 INCH = 80 FEET
80 40 8000
OVERALL GRADING
109
280
290
274
276
278
282
284
286
288
292
272 274
280
290
300
2
7
6
278
282
284
286
288
292
294
296
298
302
304
306
308
27
0
270
27
2
274
266
26
6
268
280
290
274
276
278
282
284
286
288
292
280
290
274
274 27
6
276
278
282
284
286
288
292
294
296
260
260260
260
260
260
2
6
0
26
0
260
260
270
270
270
262
262
262
262
264
26
4
264
264
266
2
6
6
266
266
268
26
8
268
268
268
268
272
272
272
274
274
274
276
276
27
0
280
27
2
27
4
27
6
278
240
240
250
250
260
26
0
27
0
27
0
236236238
2
3
8
238
238
238
2
3
8
242
242
244
244
246
246
248
2
4
8
252
252
254
254
2
5
4
25
4
25
6
256
256
25
8
25
8
258258
262
26
2
2642
6
4
264
26
4
26
6
26
6
26
8
26
8
27
2
27
2
27
4
27
4
27
6
27
6
27
0
270
266
266
26
8
268
272
272
274
274
2
7
0
26
6
2
6
8
2
7
2
27
4
2
7
6
27
6
270
280
290
26
6
2
6
6
268
272
274
276
278
282
284
286
288
292
294
270
280
290
266
268
272
274
276
278
282
284
286
288
292
270
28
0
266
268
272
274
27
6
278
260
254
256
258
262
264
266
280
290
300
274
27
6
278
28
2
284
286
288
292
294
296
298
302
304
SW TUSCANY ST
2
97
90
69
96
77
70
95
83
76
71
94
82
75
TRACT K
81
74
72
93
80
7399
92
79
98
78
68
TR
A
C
T
B
TRACT C
TRACT H
115
65
67
89
TR
A
C
T
I
TRACT J
138
137
134
135
104 103 102 101 100
105
TRACT O
106
110
111
108
109
121
113
112
107
114
116
TRACT N
117
118
119
120
124
122
123
TR
A
C
T
M
TR
A
C
T
L
144
143
142
141
140
136
139
29
028
2
28
4
28
6
2
8
8
2
9
2
2
9
4
2
9
6
2
9
8
SW STREAMWOOD LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
270
280
264
2
6
4
266
268
272
274
276
278
282
91
272
272
27
4
27
6
2
7
0
2
7
0
2
7
0
272
266
26
6
2
6
4
26
2
2
6
0
294.0 EX TW
292.0 EX FG2.0'
300.0 EX TW
292.0 EX FG8.0'
310.0 EX TW
308.0 EX FG2.0'
EXISTING
RETAINING WALL
ALLAN BLOCK
ASHLAR BLEND
ALLAN BLOCK
ASHLAR BLEND
CAST-IN-PLACE
CAST-IN-PLACE
SURFACE
DRAINAGE
EASEMENT
DITCH
INLET
STORM
MANHOLE
290.9 EX TW
286.7 EX FG4.2'
283.5 EX TW
281.6 EX FG1.9'
293.0 EX TW
290.4 EX FG2.3'
315.4 EX TW
ROCKERY WALLS
LOCK N' LOAD WALL
271.9 TW
265.3 FG 6.6'264.8 TW
253.1 FG11.7'
270.2 TW
256.8 FG 13.4'
271.0 TW
269.6 FG1.4'
266.7 TW
254.1 FG12.6'
264.0 TW
254.1 FG9.9'
264.2 TW
255.9 FG8.2'
265.6 TW
258.2 FG7.4'
273.0 TW
272.0 FG1.0'
268.3 TW
255.0 FG13.3'
270.7 TW
258.9 FG 11.8'
271.0 TW
259.5 FG 11.5'
271.3 TW
262.1 FG 9.2'
271.6 TW
265.0 FG 6.6'
271.9 TW
268.0 FG 3.9'
272.2 TW
269.6 FG 2.6'
271.8 TW
271.6 FG 0.2'
270.7 TW
261.2 FG9.5'
270.3 TW
260.9 FG9.4'
270.1 TW
266.6 FG3.5'
279.0 TW
276.0 FG 3.0'
289.6 TW
289.3 FG0.3'
286.3 TW
282.3 FG 4.0'
282.4 TW
278.4 FG4.0'
281.2 TW
277.2 FG4.0'
W 1.0W 2.0
W 3.0
W 4.0
W 5.0
W 8.0
274.9 TW
273.9 FG 1.0'
275.4 TW
272.7 FG2.7'
275.5 TW
274.5 FG1.0'
274.9 TW
271.6 FG 3.3'
2:1 MAX SLOPE
11.00'
2:1 SLOPE MAX
PROPERTY LINE
FINISHED
GRADE
4.00' MAX EXPOSED
WALL HEIGHT, TYPICAL
n:
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(
1
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0
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1
1
1
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G
R
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P
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A
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d
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:
11
0
Ma
r
.
1
9
,
2
4
-
8:
3
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MATCH SHEET 111
EX 2-FT CONTOUR
EX 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
PROPOSED LOCK AND LOAD
RETAINING WALL
GRADING LIMITS
1.ALL CONSTRUCTION AND GRADING WITHIN TREE
PROTECTION ZONE IS TO BE COMPLETED UNDER
DIRECT SUPERVISION OF PROJECT ARBORIST.
CONTACT: MORGAN HOLEN
PHONE: 971-409-9354
2.SEE SHEET 111 FOR GENERAL LOT GRADING
SECTIONS.
3.SEE SHEET 114-115.2 FOR RETAINING WALL
INFORMATION
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
GENERAL NOTES
SCALE
1 INCH = 50 FEET
50 25 5000
GRADING PLAN
110
PROPOSED ALLAN BLOCK
RETAINING WALL SINGLE ROCKERY WALL DETAIL
SCALE: 1" = 20'
2
7
0
2
8
0
2
9
0
3
0
0
3
1
0
32
0
2
6
6
2
6
8
2
7
2
274
2
7
6
2
7
8
2
8
2
2
8
4
2
8
6
2
8
8
2
9
2
2
9
4
2
9
6
2
9
8
3
0
2
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
31
6
31
8
32
2
32
4
294
296
298
302
304
306
308
3
0
8
310
308
312
314
3
0
0
3
1
0
320
3
2
0
2
9
6
2
9
8
3
0
2
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
316
3
1
6
318
3
1
8
322
3
2
2
32
4
324
2
8
0 29
0
2
7
2
27
2
27
4 27
6
27
8
2
8
2
28
4
28
6
28
8
2
9
2
2
9
4
27
0
2
7
4
27
6
27
8
28
0
272
27
6
2
7
8
27
4
27
0268
292
292 294
30
0
296 29
8
300
298
29
0
30
0
29
2
29
4
29
6
29
8
30
2
31
0
30
4
30
6
30
8
31
2
31
4
31
6
31
8
312
31
4
280
274
276
278
282
280
290
282
284
286
288
292
294
294
296
270 28
0 290 300 31
0 320
264 266 268 272 27
4
27
6 27
8 282 284 286 288 292 294 296 298 302 30
4 306 308 312 314 316 318 322 324 32
6
29
0
30
0
3
1
0
32
0
3
2
0
29
2
29
4
29
6
29
8
3
0
2
3
0
4
3
0
6
3
0
8
3
1
2
3
1
4
31
6
3
1
8
322
3
2
2
324
3
2
4
32
6
3
2
6
31
0
30
6
30
8
30
0
292
294
296
298
270
28
0
268
27
2
27
4
27
6
27
8
28
2
28
4
28
6
28
8
270
268
27
2
310
304
306
308
312
314
1
86
46
23
6
7
13
8
15
9
11
4
5
12
3
25
29
24
28
27
31
26
54
52
53
56
55
57
47
45
44
50
49
48
35
36
37
38
33
41
34
32
43423940
88 87 8485
TR
A
C
T
G
19 20 21 2216
TR
A
C
T
F
17 18
TR
A
C
T
D
51
10
TRACT E
14
30
134
125
129 133132131130126128127
SW JEAN LOUISE RD
SW BEACON LN
SW
R
O
Y
R
O
G
E
R
S
R
D
SW LORENZO LN
290
282
284
286
288
CAST-IN-PLACE RETAINING
WALL SEE STORM SHEET 320
FOR DETAILS
ROCKERY WALLS
ALLAN BLOCK
ASHLAR BLEND
ALLAN BLOCK
ASHLAR BLEND
PERMANENT SLOPE,
DRAINAGE, AND
UTILITIES EASEMENT
PROPERTY
LINE
315.4 EX TW
315.1 EX FG0.2'
336.9 EX TW
327.8 EX FG9.1'
340.9 EX TW
330.4 EX FG10.6'
342.2 EX TW
333.0 EX FG9.2'
344.6 EX TW
335.2 EX FG9.4'
342.0 EX TW
334.5 EX FG7.6'
339.5 EX TW
334.0 EX FG5.4'
270.0 TW
269.7 FG0.3'
269.8 TW
265.0 FG4.7'
269.5 TW
263.9 FG 5.6'
269.8 TW
267.9 FG1.9'
269.8 TW
269.6 FG0.2'269.7 TW
264.9 FG4.8'
269.7 TW
265.8 FG3.8'
269.0 TW
267.1 FG 1.9'
269.0 TW
267.1 FG1.9'
269.1 TW
267.0 FG2.1'
269.0 TW
266.6 FG2.4'
280.5 TW
279.2 FG1.4'
281.2 TW
279.2 FG2.0'
279.5 TW
279.2 FG 0.3'
279.7 TW
278.6 FG 1.1'
268.0 TW
262.1 FG5.8'
329.8 TW
325.8 FG 4.0'
329.3 TW
328.5 FG 0.8'332.7 TW
330.0 FG2.7'
333.8 TW
329.8 FG4.0'
330.7 TW
326.7 FG 4.0'
334.7 TW
330.7 FG4.0'
329.8 TW
325.8 FG 4.0'
333.8 TW
329.8 FG4.0'
327.1 TW
323.1 FG 4.0'
331.1 TW
327.1 FG4.0'
324.2 TW
320.3 FG 4.0'
328.3 TW
324.3 FG4.0'322.4 TW
318.4 FG 4.0'
326.4 TW
322.4 FG4.0'
321.6 TW
317.6 FG 4.0'
325.4 TW
321.4 FG4.0'
W 6.0
W 2.0
W 7.0
W 6.2
2:1 MAX SLOPE
2:1 MAX SLOPE
321.8 TW
320.9 FG 0.9'324.4 TW
323.1 FG1.3'
6.33'
12.66'
6.33'
10:1 SLOPE MAX
PROPERTY LINE
ENSURE POSITIVE
DRAINAGE
4.00' MAX EXPOSED
WALL HEIGHT, TYPICAL
FINISHED GRADE
n:
\
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.
(
1
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1
1
1
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G
R
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11
1
Ma
r
.
1
9
,
2
4
-
8:
3
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MATCH SHEET 110
1.ALL CONSTRUCTION AND GRADING WITHIN TREE
PROTECTION ZONE IS TO BE COMPLETED UNDER
DIRECT SUPERVISION OF PROJECT ARBORIST.
CONTACT: MORGAN HOLEN
PHONE: 971-409-9354
2.SEE SHEET 111 FOR GENERAL LOT GRADING
SECTIONS.
3.SEE SHEET 114-115.2 FOR RETAINING WALL
INFORMATION
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
GENERAL NOTES
SCALE
1 INCH = 50 FEET
50 25 5000
GRADING PLAN
111
EX 2-FT CONTOUR
EX 10-FT CONTOUR
FG 2-FT CONTOUR
FG 10-FT CONTOUR
LEGEND
324
320
324
320
PROPOSED LOCK AND LOAD
RETAINING WALL
GRADING LIMITS
PROPOSED ALLAN BLOCK
RETAINING WALL
DOUBLE ROCKERY WALL DETAIL
SCALE: 1" = 20'
105 106 108 109107
TRACT L
1.
4
%
1.
7
%
0.
9
%
TRACT M
TBOC 273.31
BS 274.16
TS 275.16
2 STEPS
SW 273.55SW 273.50
SW 273.38SW 273.26
SW 273.53
SW 273.97
SW 274.02
SW 273.56
SW 275.24SW 275.24
SW 275.31 SW 275.32
SW 273.28
SW 273.31
115110111113112114
TRACT N
1.
5
%
1.
7
%
TRACT M
1.
7
%
1.
5
%
1.
5
%
BS 275.09
TS 278.59
BS 276.02
TS 281.02
BS 281.17
TS 282.67
10 STEPS
3 STEPS
7 STEPS
SW 274.92SW 274.87
SW 278.66SW 278.66
SW 278.74 SW 278.74
SW 281.05SW 281.05
SW 281.13
SW 281.13
SW 275.86SW 275.81
n:
\
p
r
o
j
\
1
4
8
-
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8:
3
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P
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MA
T
C
H
T
H
I
S
S
H
E
E
T
SCALE
05 2.5 5
1 INCH = 5 FEET
0
FINE GRADING
111.1
MA
T
C
H
S
H
E
E
T
1
1
1
.
2
MA
T
C
H
T
H
I
S
S
H
E
E
T
121116117118119120
TRACT M
3.
7
%
0.
5
%
BS 276.96
TS 281.96
10 STEPS
SW 276.62 SW 276.67
SW 282.00
SW 282.03 SW 282.08
SW 282.00
SW 276.95 SW 276.95
29
1
124122123 125
TRACT M
1.
5
%
2.
0
%
BS 281.03
TS 286.03
10 STEPS
SW 281.67 SW 281.99
SW 286.87
SW 286.95 SW 286.95
SW 286.87
n:
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1
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,
2
4
-
8:
3
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
05 2.5 5
1 INCH = 5 FEET
0
FINE GRADING
111.2
MA
T
C
H
T
H
I
S
S
H
E
E
T
MA
T
C
H
T
H
I
S
S
H
E
E
T
MA
T
C
H
S
H
E
E
T
1
1
1
.
1
1315 111214
1.
7
%
1.
5
%
3.
0
%
1.
5
%
0.
7
%
BS 284.88
TS 289.88
10 STEPS
BS 288.54
TS 293.54
10 STEPS
SW 289.99
SW 289.91
SW 293.57 SW 293.57
SW 289.98
SW 289.90
SW 284.76SW 284.70
SW 293.64 SW 293.64
SW 288.25 SW 288.47
6789 45
TRACT D
10 6
2.
4
%
1.
5
%
BS 293.02
TS 298.02
10 STEPS
SW 293.57 SW 298.05 SW 298.05
SW 293.64
SW 288.47
SW 298.12
SW 298.12
SW 292.80
SW 293.02
n:
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:
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Ma
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1
9
,
2
4
-
8:
3
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MA
T
C
H
T
H
I
S
S
H
E
E
T
SCALE
05 2.5 5
1 INCH = 5 FEET
0
FINE GRADING
111.3
MA
T
C
H
T
H
I
S
S
H
E
E
T
280
281
283
284
TRACT O
140
139
SW
1
6
6
T
H
A
V
E
TRACT L
SW 281.14
SW 281.48
SW 283.95
SW 284.19
SW 281.40
SW 281.48SW 283.95
SW 283.88
285
286
94
TRACT K
93
TRACT I
SW
1
6
6
T
H
A
V
E
BS 280.90
TS 283.90
6 STEPS
SW 283.91
SW 283.92
SW 285.38
SW 285.91
SW 280.56
SW 280.90
SW 280.85
SW 280.90
SW 283.95
SW 283.95
SW 285.60
SW 285.68
285
286
79
78
TRACT I
TRACT J
SW
1
6
5
T
H
A
V
E
BS 286.85 TS 294.35
15 STEPS
BS 290.21
TS 294.21
8 STEPS
290.21
293.07
SW 294.22
SW 294.22
SW 294.40
SW 294.40
SW 286.05
SW 286.35
SW 289.89
SW 290.21
SW 286.80
SW 286.81
n:
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:
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1
9
,
2
4
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8:
3
9
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
05 2.5 5
1 INCH = 5 FEET
0
FINE GRADING
111.4
250
260
270
280
290
300
310
320
250
260
270
280
290
300
310
320
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 15+00
TR
A
C
T
B
LOT 1
SW RIVER
TERRACE
BOULEVARD TR
A
C
T
F
LOT 120
TR
A
C
T
H
LOT 137 SW 166TH
AVENUE LOT 91
TR
A
C
T
L
LOT 81 SW 165TH
AVENUE LOT 61
RETAINING WALL
2:1 SLOPE
2:1 MAX
SLOPE
5:1 MAX
SLOPE
EXISTING GRADE, TYP.
FINISH GRADE, TYP.
5:1 MAX
SLOPE
2:1 MAX
SLOPE
EG ELEV:295.79
260
270
280
290
300
310
320
330
340
350
260
270
280
290
300
310
320
330
340
350
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 15+00
TR
A
C
T
A
LOT 2
SW RIVER
TERRACE
BOULEVARD TR
A
C
T
U
LOT 8
TR
A
C
T
S
LOT 28 SW 166TH
AVENUE LOT 35
TR
A
C
T
P
LOT 47 SW 165TH
AVENUE LOT 53
RETAINING WALL
2:1 MAX
SLOPE
5:1 MAX
SLOPE
RETAINING WALL
2:1 SLOPE
2:1 MAX
SLOPE
EXISTING GRADE, TYP.
FINISH GRADE, TYP.
EG ELEV:332.91
15.00'5:1 MAX
SLOPE
2:1 MAX
SLOPE
5:1 MAX
SLOPE
n:
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1
9
,
2
4
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8:
3
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
LOT SECTIONS
112
SECTION A-A
HORIZ SCALE: 1" = 80', VERT SCALE: 1" = 10'
SECTION B-B
HORIZ SCALE: 1" = 80', VERT SCALE: 1" = 10'
250
260
270
280
250
260
270
280
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50
LOT 2 SW JEAN
LOUISE ROAD LOT 1
RETAINING WALL EXISTING GRADE, TYP.
FINISH GRADE, TYP.
RETAINING WALL
EG ELEV:254.49
250
260
270
280
290
300
310
320
250
260
270
280
290
300
310
320
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 15+00 16+00
LOT
3 LO
T
4
LO
T
5
LO
T
6
LOT
7 LO
T
9
LO
T
1
0
LO
T
1
3
LO
T
1
4
TR
A
C
T
T
TR
A
C
T
S
TR
A
C
T
H
LOT
125
LO
T
1
2
4
LO
T
1
2
3
LO
T
1
2
2
LOT
121
LOT
120
LO
T
1
1
9
LO
T
1
1
8
LO
T
1
1
7
LOT
116
TR
A
C
T
G
LOT
115
LO
T
1
1
4
LO
T
1
1
3
LO
T
1
1
2
LOT
111
LOT
110
LO
T
1
0
9
LO
T
1
0
8
LO
T
1
0
7
LO
T
1
0
6
LOT
105
TR
A
C
T
H
SW
BEACON
LANE
LOT 18 SW JEAN
LOUISE ROAD LOT 128 LOT 103
SW
ST
R
E
A
M
W
O
O
D
LA
N
E
TRACT DLOT
8
LOT
11
LOT
12
LOT
15
EXISTING GRADE, TYP.
FINISH GRADE, TYP.
2:1 MAX
SLOPE
3:1 MAX
SLOPE
3:1 MAX
SLOPE
4:1 MAX
SLOPE
3:1 MAX
SLOPE
n:
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(
1
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1
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,
2
4
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8:
3
9
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
LOT SECTIONS
113
SECTION C-C
HORIZ SCALE: 1" = 80', VERT SCALE: 1" = 10'
SECTION D-D
HORIZ SCALE: 1" = 80', VERT SCALE: 1" = 10'
n:
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:
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2
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8:
4
0
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
WALL DETAILS
114
GENERAL NOTES
REFER TO THE APRIL 10, 2015 GEOTECHNICAL REPORT AND
MAY 21, 2021 WALL DESIGN. WALL DETAILS ARE FOR
REFERENCE ONLY.
CAST-IN-PLACE WALL
PROPOSED RAILING
AND COLUMN. SEE
SHEET 115
FOR DETAIL
30"
55"
4"
84"
24"
SQUARE
2"
6"
SQUARE CONCRETE BLOCK
COLUMN WITH STONE
VENEER AND SQUARE
PRECAST CONCRETE CAP
STEEL PICKETS SPACING NOT TO
EXCEED 4" CLEAR BETWEEN PICKETS.
FASTEN TOP AND BOTTOM OF RAILING
TO CMU BLOCK WITH (2) 1
2" Ø SIMPSON
STRONG-BOLT 2 WEDGE ANCHORS
WITH 3 1
2" EMBEDMENT (TYP.)
STEEL RAILS
NOT TO SCALE
STEEL FENCING WITH SQUARE
CONCRETE COLUMNS
12"FASTEN RAILING TO CONCRETE SLAB
PER RAILING MANUFACTURER'S
SPECIFICATIONS
n:
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(
1
1
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1
1
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)
W
A
L
L
D
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T
A
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L
S
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d
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5
.
1
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1
9
,
2
4
-
8:
4
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
WALL DETAILS
115.1
REFER TO SHEETS 110 & 111
FOR GRADING PLAN.
3
4" MINUS CRUSHED
ROCK FOUNDATION PAD
12" MINIMUM WIDTH
APPLICABLE FOR WALLS
WITH EXPOSED HEIGHT OF
3 FEET OR LESS.
NOTE:LOCK AND LOAD WALLS
SHALL BE CAPPED WITH THE
MANUFACTURER'S COPING PER
THE DETAIL ON THIS SHEET.
n:
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W
A
L
L
D
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1
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,
2
4
-
8:
4
0
P
M
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k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
WALL DETAILS
115.2
*
TOTAL COMPOSITE WALL THICKNESS. CAN CONSIST
OF MULTIPLE BOULDERS STACKED TOGETHER.
*
*
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
PGE
644
PGE
644
PG
E
64
4
PGE
644
P
G
E
6
4
4
PG
E
64
4
P
G
E
5
7
7
P
G
E
5
7
7
P
G
E
5
7
7
PG
E
233
PG
E
233
P
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6
4
4
PG
E
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D
S
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S
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S
S
S
S
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S
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S
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S
S
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SS
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SSLN
SEE SHEET
PUBLIC
E
407
SW
R
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V
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R
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A
C
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B
L
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D
SW
1
6
6
T
H
A
V
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N
U
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SW
1
6
5
T
H
A
V
E
N
U
E
SW TUSCANY STREET
SW STREAMWOOD LANE
104 103 102 101 100
105
TRACT O
106
110
111
108
109
121
113
112
107
114
116
TRACT N
117
118
119
120
124
122
123
125
TRACT M
TRACT L
144
143
142
141
140
136
139
138
137
134
135
TRACT J
TRACT H
115
65
67
89
TRACT I
97
90
69
96
77
70
95
83
76
71
94
82
75
TRACT K
81
74
72
93
80
99
92
79
98
91
78
68
SSLN
SEE SHEET
PUBLIC
C
405
SDLN
SEE SHEET
PUBLIC
5
307
SDLN
SEE SHEET
PUBLIC
7
309
SDLN
SEE SHEET
PUBLIC
6
308
SDLN
SEE SHEET
PUBLIC
13
315
SSLN
SEE SHEET
PUBLIC
B
404
SSLN
SEE SHEET
PUBLIC
B
404
SSLN
SEE SHEET
PUBLIC
D
406
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SEE SHEET
PUBLIC
14
312
SDLN
SEE SHEET
PUBLIC
3
305
SSLN
SEE SHEET
PUBLIC
G
409
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SEE SHEET
PUBLIC
F
408
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SEE SHEET
PUBLIC
A
402
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SEE SHEET
PUBLIC
2
304
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SEE SHEET
PUBLIC
4
306
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SEE SHEET
PUBLIC
K
413
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0
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55
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SEE SHEET
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A
403
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D
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E
407
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4
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8:
4
0
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
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(
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.
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SW
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LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 40 FEET
40 20 4000
MATCH SHEET 117 116
COMP UTIL
MA
T
C
H
S
H
E
E
T
11
8
PG
E
64
4
PGE
644
P
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6
4
4
P
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6
4
4
P
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6
4
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SEE SHEET
PUBLIC
10
312
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F
408
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SW JEAN LOUISE ROAD
SW
R
I
V
E
R
T
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R
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A
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1
6
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129 133132131130126128127
51
30
9
11
4
5
12
3
25
29
24
28
27
31
26
54
52
53
56
55
57
47
45
44
50
49
48
35
36
37
38
33
41
34
32
43423940
88 87 8485
TRACT G
19 20 21 2216
TRACT F
17 18
TRACT D 10
TRACT E
14
86
46
23
6
7
13
8
15
SDLN
SEE SHEET
PUBLIC
8
310
SSLN
SEE SHEET
PUBLIC
F
408
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PUBLIC
H
410
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PUBLIC
9
311
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PUBLIC
I
411
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J
412 SDLN
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11
313
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PUBLIC
1
303
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PUBLIC
12
314
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PUBLIC
1
302
55
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41
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55
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41
0
12
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55
0
16
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41
0
12
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55
0
16
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41
0
12
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55
0
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55
0
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5508"
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SDMH
#12C
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#8E
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#11B
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#12A
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#13G
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
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L
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V
A
R
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SW STREAMWOOD LANE
SW
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LANE
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SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
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SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 40 FEET
40 20 4000
MATCH SHEET 116
PROPOSED THRUST BLOCK
EX THRUST BLOCK
PROPOSED AIR RELEASE VALVE
EX AIR RELEASE VALVE
PROPOSED BLOW-OFF
EX BLOW-OFF
PROPOSED WATER VALVE
EX WATER VALVE
PROPOSED WATER METER
EX WATER METER
PROPOSED FIRE HYDRANT
EX FIRE HYDRANT
PROPOSED STORM CLEANOUT
EX STORM CLEANOUT
EX CATCH BASIN
PROPOSED SANITARY CLEANOUT
EX SANITARY CLEANOUT
EX STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM MANHOLE
EX SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
EX BURIED POWER LINE
EX GAS LINE
PROPOSED WATER LINE
EX WATER LINE
EX STORM DRAIN
PROPOSED STORM DRAIN
EX SANITARY SEWER
PROPOSED SANITARY SEWER
EASEMENT LINES
EX OVERHEAD POWER LINE
EX TELEPHONE LINE
EX CABLE TV LINE
EX GAS VALVE
EX CABLE RISER
EX TELEPHONE RISERTR
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
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R
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V
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LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
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A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 40 FEET
40 20 4000
PROPOSED THRUST BLOCK
EX THRUST BLOCK
PROPOSED AIR RELEASE VALVE
EX AIR RELEASE VALVE
PROPOSED BLOW-OFF
EX BLOW-OFF
PROPOSED WATER VALVE
EX WATER VALVE
PROPOSED WATER METER
EX WATER METER
PROPOSED FIRE HYDRANT
EX FIRE HYDRANT
PROPOSED STORM CLEANOUT
EX STORM CLEANOUT
EX CATCH BASIN
PROPOSED SANITARY CLEANOUT
EX SANITARY CLEANOUT
EX STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM MANHOLE
EX SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
EX BURIED POWER LINE
EX GAS LINE
PROPOSED WATER LINE
EX WATER LINE
EX STORM DRAIN
PROPOSED STORM DRAIN
EX SANITARY SEWER
PROPOSED SANITARY SEWER
EASEMENT LINES
EX OVERHEAD POWER LINE
EX TELEPHONE LINE
EX CABLE TV LINE
EX GAS VALVE
EX CABLE RISER
EX TELEPHONE RISERTR
C
S C
D
S C
XT
S C
XCOM
XOH
XE
XSD
XW
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XG
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SD
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HY D
PROPOSED GAS VALVE
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COMP UTIL
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P
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
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0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 40 FEET
40 20 4000
PROPOSED THRUST BLOCK
EX THRUST BLOCK
PROPOSED AIR RELEASE VALVE
EX AIR RELEASE VALVE
PROPOSED BLOW-OFF
EX BLOW-OFF
PROPOSED WATER VALVE
EX WATER VALVE
PROPOSED WATER METER
EX WATER METER
PROPOSED FIRE HYDRANT
EX FIRE HYDRANT
PROPOSED STORM CLEANOUT
EX STORM CLEANOUT
EX CATCH BASIN
PROPOSED SANITARY CLEANOUT
EX SANITARY CLEANOUT
EX STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED STORM MANHOLE
EX SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
EX BURIED POWER LINE
EX GAS LINE
PROPOSED WATER LINE
EX WATER LINE
EX STORM DRAIN
PROPOSED STORM DRAIN
EX SANITARY SEWER
PROPOSED SANITARY SEWER
EASEMENT LINES
EX OVERHEAD POWER LINE
EX TELEPHONE LINE
EX CABLE TV LINE
EX GAS VALVE
EX CABLE RISER
EX TELEPHONE RISERTR
C
S C
D
S C
XT
S C
XCOM
XOH
XE
XSD
XW
W
XG
LEGEND
XSS
SS
SD
S
HY D
PROPOSED GAS VALVE
119
COMP UTIL
MATCH SHEET 118
9
11
4
5
12
3
25
29
24
28
27
31
26
54
52
53
56
55
57
TRACT H
47
45
44
50
49
48
35
36
37
38
33
41
34
32
115
65
67
43423940
89
TR
A
C
T
I
88 87 8485
TR
A
C
T
G
19 20 21 2216
TR
A
C
T
F
17 18
TR
A
C
T
D
1
2
97
90
69
96
77
70
95
83
76
71
94
82
75
TRACT K
81
74
72
93
86
80
7399
92
79
98
91
78
68
TRACT B
TRACT C
46
23
6
7
13
8
15
51
138
137
134
135
104 103 102 101 100
105
TRACT O
106
110
111
108
109
121
113
112
107
114
116
TRACT N
117
118
119
120
124
122
123
125
TR
A
C
T
M
129 133132
131
130126
128
127
TR
A
C
T
L
144
143
142
141
140
136
139
10
TRACT E
14
30
TRACT J
O
O
O
O
O
O
O
O
O O
ZONE R-7
ZONE R-25
O
O
O
O
STAND 3
28,282 SF TOTAL
5,691 SF R-7
22,591 SF R-25
SEE SHEET 121
STAND 2
3,965 SF
SEE SHEET 121
STAND 1
1,040 SF
SEE SHEET 122
PROTECTIVE
FENCING
1
5
SEE SHEET 123
SEE SHEET 122
SEE SHEET 121
1
3
2
4SW STREAMWOOD LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
SW JEAN LOUISE RD
SW BEACON LN
SW
R
O
Y
R
O
G
E
R
S
R
D
SW TUSCANY ST
SW LORENZO LN
O
O
O
O
O
O
O
O
O
O
O
O
O
O
n:
\
p
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o
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\
1
4
8
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0
0
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9
d
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b
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t
s
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0
5
.
(
1
2
0
-
1
2
3
)
T
R
E
E
P
R
E
S
E
R
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A
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I
O
N
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H
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E
T
:
12
0
Ma
r
.
1
9
,
2
4
-
8:
4
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH = 80 FEET
80 40 80
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 HOLEN
ISA BOARD CERTIFIED MASTER ARBORIST, PN-6145B
ISA TREE RISK ASSESSOR 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 "ATTACHMENT A: EXISTING TREE
INVENTORY DATA" PREPARED BY MORGAN HOLEN
& ASSOCIATES FOR CANOPY RADIUS DIMENSIONS.
3.SEE SHEET 2 FOR EXISTING CONDITIONS AND TAX
MAP INFORMATION.
4.SEE SHEET 7 FOR THE PROPOSED GRADING PLAN
AND RETAINING WALL LOCATIONS.
5.SEE SHEET 8 FOR THE PRELIMINARY UTILITY PLAN.
6.SEE SHEETS L1.01 -L1.06 FOR LANDSCAPE PLAN.
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
TREE NUMBER
(REFER TO "ATTACHMENT A:
EXISTING TREE INVENTORY DATA"
FOR TREE DETAILS)
70824
EXISTING TREE
WITH DRIP LINE
MODERATE VALUE HABITAT BOUNDARY
LOWER VALUE HABITAT BOUNDARY
HIGHEST VALUE HABITAT BOUNDARY
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
EXISTING SIGNIFICANT TREE GROVE
PROPOSED TO REMAIN.
NOTE:
NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING
ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES
FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION!
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. ALL TREES TO BE RETAINED SHALL BE
PROTECTED BY 5-FOOT TALL 2-INCH MESH CHAIN LINK FENCING
SECURED TO 1.5-INCH DIAMETER STEEL OR ALUMINUM POSTS
PLACED NO FURTHER THAN 8-FEET ON CENTER 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.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.
DRIP LINE
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
O
O
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, THIS SHEET
1
KEYNOTE:
REMOVAL OF TREES LOCATED ON PROPERTY
BOUNDARIES REQUIRES PRIOR WRITTEN
CONSENT OF ADJACENT PROPERTY OWNER.
COORDINATE WITH THE PROJECT ARBORIST
PRIOR TO OPENING PROTECTION FENCING
WHERE TREE REMOVAL IS PLANNED WITHIN
TREE PROTECTION ZONES.
THE TRUNKS OF TREES 70017 AND 70028
SHALL BE PLACED IN DIRECT CONTACT WITH
THE GROUND SURFACE WITHIN THE WETLAND
OR VEGETATED CORRIDOR AND REMAIN
ON-SITE; BRANCHES AND SMALL WOODY
DEBRIS SHALL BE HAULED OFF-SITE.
TREE 70016, A 12-INCH DIAMETER OREGON
WHITE OAK LOCATED IN STAND 1, SHALL BE
PROTECTED DURING REMOVAL OF INVASIVE
TREES WITHIN THE STAND AND REASSESSED
BY THE PROJECT ARBORIST IN TERMS OF
SUITABILITY FOR RETENTION FOLLOWING
EXPOSURE FROM ADJACENT TREE REMOVAL.
IF TREE 70016 IS RECOMMENDED FOR
REMOVAL DURING CONSTRUCTION, THE
ARBORIST SHALL DOCUMENT THE
RECOMMENDATION IN A MONITORING REPORT
AS NOTIFICATION TO THE CITY AND THE
DEVELOPER SHALL COORDINATE WITH THE
ADJACENT PROPERTY OWNER TO OBTAIN
WRITTEN CONSENT TO REMOVE THE
BOUNDARY TREE.
COORDINATE WITH PROJECT ARBORIST PRIOR
TO OPENING OR ADJUSTING PROTECTION
FENCING FOR PATH CONSTRUCTION AT TREE
70057.
2
3
4
5
ZONING BOUNDARY LINE
117
1
TREE
PRESERVATION
120
TRACT C
O
O
O
O
O
O
OOOOO
O
O
O
O
O
O
O
O O OOO
5
2
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
70052
70053
70054
70055
70056
70057
7005870059
70060
70061
70062
70063
70064 70065
70066
70067
70068
70069
70070
70071
70072
7007370074
70075
70076
70077
70078
70079
70080
70081
70082
70083
70084
70085
70086
70087
70088
70089
70090
70091
70092
70093
70094
70095
70096
70097
70098
70099
70100
70101
70102
70103
70104
70105
70106
70107
70108
70109 70110
70111
70112
70113
70114
70115
70116
70117
70118
70119
70120
70121
70122
70123
70124
70125
70126
70127
70128
7012970130
70131
70132
70133
70134
70135
70136
70137
70138
70139
70140
70141
70142
70143
70144
7014570146
70147
70148
70149
70150
70151
7015270153
70154
70155
70156
70157
70158
70159
70160
70161
70162
70163
70164
70165
70166
70167
80014
80015
80016
80017
80018
80019
80020
80021
80022
80023
80024
80025
80026
70201
70202
70203
70169
70170
70171
70172
70173
70174
70175
70176
70177
70178
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
1
2
0
-
1
2
3
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
12
1
Ma
r
.
1
9
,
2
4
-
8:
4
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH = 40 FEET
40 20 40
MA
T
C
H
S
H
E
E
T
1
2
2
MATCH SHEET 123
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
TREE NUMBER
(REFER TO "ATTACHMENT A:
EXISTING TREE INVENTORY DATA"
FOR TREE DETAILS)
70824
EXISTING TREE
WITH DRIP LINE
MODERATE VALUE HABITAT BOUNDARY
LOWER VALUE HABITAT BOUNDARY
HIGHEST VALUE HABITAT BOUNDARY
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
EXISTING SIGNIFICANT TREE GROVE
O
O
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, THIS SHEET
1
KEYNOTE:
REMOVAL OF TREES LOCATED ON PROPERTY
BOUNDARIES REQUIRES PRIOR WRITTEN
CONSENT OF ADJACENT PROPERTY OWNER.
COORDINATE WITH THE PROJECT ARBORIST
PRIOR TO OPENING PROTECTION FENCING
WHERE TREE REMOVAL IS PLANNED WITHIN
TREE PROTECTION ZONES.
THE TRUNKS OF TREES 70017 AND 70028
SHALL BE PLACED IN DIRECT CONTACT WITH
THE GROUND SURFACE WITHIN THE WETLAND
OR VEGETATED CORRIDOR AND REMAIN
ON-SITE; BRANCHES AND SMALL WOODY
DEBRIS SHALL BE HAULED OFF-SITE.
TREE 70016, A 12-INCH DIAMETER OREGON
WHITE OAK LOCATED IN STAND 1, SHALL BE
PROTECTED DURING REMOVAL OF INVASIVE
TREES WITHIN THE STAND AND REASSESSED
BY THE PROJECT ARBORIST IN TERMS OF
SUITABILITY FOR RETENTION FOLLOWING
EXPOSURE FROM ADJACENT TREE REMOVAL.
IF TREE 70016 IS RECOMMENDED FOR
REMOVAL DURING CONSTRUCTION, THE
ARBORIST SHALL DOCUMENT THE
RECOMMENDATION IN A MONITORING REPORT
AS NOTIFICATION TO THE CITY AND THE
DEVELOPER SHALL COORDINATE WITH THE
ADJACENT PROPERTY OWNER TO OBTAIN
WRITTEN CONSENT TO REMOVE THE
BOUNDARY TREE.
COORDINATE WITH PROJECT ARBORIST PRIOR
TO OPENING OR ADJUSTING PROTECTION
FENCING FOR PATH CONSTRUCTION AT TREE
70057.
2
3
4
5
ZONING BOUNDARY LINE
TREE
PRESERVATION
121
TRACT H
65
67
97
69
96
70
76
71
75
74
72
7399
98
68104103102101100
105
106
110
111
108
109
107
144
143
142
O
O
O
O
O
O
O
O
O
O
1
1
3
4SW STREAMWOOD LN
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
SW TUSCANY ST
O
70004
70005
70006
70007
70008
70009
70010
70011
70012
70013
70014
70015
70016
70017
70018
70019
70020
70021
70022 70023
70024
70025
70026
70027
70028
70029
70030
70031
70032
70033
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
1
2
0
-
1
2
3
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
12
2
Ma
r
.
1
9
,
2
4
-
8:
4
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MA
T
C
H
S
H
E
E
T
1
2
1
SCALE
0
1 INCH = 40 FEET
40 20 40
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
TREE NUMBER
(REFER TO "ATTACHMENT A:
EXISTING TREE INVENTORY DATA"
FOR TREE DETAILS)
70824
EXISTING TREE
WITH DRIP LINE
MODERATE VALUE HABITAT BOUNDARY
LOWER VALUE HABITAT BOUNDARY
HIGHEST VALUE HABITAT BOUNDARY
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
EXISTING SIGNIFICANT TREE GROVE
O
O
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, THIS SHEET
1
KEYNOTE:
REMOVAL OF TREES LOCATED ON PROPERTY
BOUNDARIES REQUIRES PRIOR WRITTEN
CONSENT OF ADJACENT PROPERTY OWNER.
COORDINATE WITH THE PROJECT ARBORIST
PRIOR TO OPENING PROTECTION FENCING
WHERE TREE REMOVAL IS PLANNED WITHIN
TREE PROTECTION ZONES.
THE TRUNKS OF TREES 70017 AND 70028
SHALL BE PLACED IN DIRECT CONTACT WITH
THE GROUND SURFACE WITHIN THE WETLAND
OR VEGETATED CORRIDOR AND REMAIN
ON-SITE; BRANCHES AND SMALL WOODY
DEBRIS SHALL BE HAULED OFF-SITE.
TREE 70016, A 12-INCH DIAMETER OREGON
WHITE OAK LOCATED IN STAND 1, SHALL BE
PROTECTED DURING REMOVAL OF INVASIVE
TREES WITHIN THE STAND AND REASSESSED
BY THE PROJECT ARBORIST IN TERMS OF
SUITABILITY FOR RETENTION FOLLOWING
EXPOSURE FROM ADJACENT TREE REMOVAL.
IF TREE 70016 IS RECOMMENDED FOR
REMOVAL DURING CONSTRUCTION, THE
ARBORIST SHALL DOCUMENT THE
RECOMMENDATION IN A MONITORING REPORT
AS NOTIFICATION TO THE CITY AND THE
DEVELOPER SHALL COORDINATE WITH THE
ADJACENT PROPERTY OWNER TO OBTAIN
WRITTEN CONSENT TO REMOVE THE
BOUNDARY TREE.
COORDINATE WITH PROJECT ARBORIST PRIOR
TO OPENING OR ADJUSTING PROTECTION
FENCING FOR PATH CONSTRUCTION AT TREE
70057.
2
3
4
5
ZONING BOUNDARY LINE
TREE
PRESERVATION
122
2
TRACT B
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW JEAN LOUISE RD
SW
R
O
Y
R
O
G
E
R
S
R
D
70000
70001
70002
70003
70034
70035
70036
70037
70038
70039
70040
70041
70042
70043
70044
70045
70046
70047 70048
70049
70050
70051
80001
80002
80003
80004 80005
80006
80007
80008 80009 80010 80011
80012
80013
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
1
2
0
-
1
2
3
)
T
R
E
E
P
R
E
S
E
R
V
A
T
I
O
N
.
d
w
g
-
S
H
E
E
T
:
12
3
Ma
r
.
1
9
,
2
4
-
8:
4
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MATCH SHEET 121
SCALE
0
1 INCH = 40 FEET
40 20 40
EXISTING TREE TO BE REMOVED
LEGEND
DECIDUOUS
CONIFEROUS
WETLAND
DRAINAGEWAY
TREE NUMBER
(REFER TO "ATTACHMENT A:
EXISTING TREE INVENTORY DATA"
FOR TREE DETAILS)
70824
EXISTING TREE
WITH DRIP LINE
MODERATE VALUE HABITAT BOUNDARY
LOWER VALUE HABITAT BOUNDARY
HIGHEST VALUE HABITAT BOUNDARY
EXISTING WETLANDS BUFFER
EXISTING DEGRADED WETLANDS
BUFFER TO BE IMPROVED
PROPOSED WETLANDS BUFFER
EXISTING SIGNIFICANT TREE GROVE
O
O
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, THIS SHEET
1
KEYNOTE:
REMOVAL OF TREES LOCATED ON PROPERTY
BOUNDARIES REQUIRES PRIOR WRITTEN
CONSENT OF ADJACENT PROPERTY OWNER.
COORDINATE WITH THE PROJECT ARBORIST
PRIOR TO OPENING PROTECTION FENCING
WHERE TREE REMOVAL IS PLANNED WITHIN
TREE PROTECTION ZONES.
THE TRUNKS OF TREES 70017 AND 70028
SHALL BE PLACED IN DIRECT CONTACT WITH
THE GROUND SURFACE WITHIN THE WETLAND
OR VEGETATED CORRIDOR AND REMAIN
ON-SITE; BRANCHES AND SMALL WOODY
DEBRIS SHALL BE HAULED OFF-SITE.
TREE 70016, A 12-INCH DIAMETER OREGON
WHITE OAK LOCATED IN STAND 1, SHALL BE
PROTECTED DURING REMOVAL OF INVASIVE
TREES WITHIN THE STAND AND REASSESSED
BY THE PROJECT ARBORIST IN TERMS OF
SUITABILITY FOR RETENTION FOLLOWING
EXPOSURE FROM ADJACENT TREE REMOVAL.
IF TREE 70016 IS RECOMMENDED FOR
REMOVAL DURING CONSTRUCTION, THE
ARBORIST SHALL DOCUMENT THE
RECOMMENDATION IN A MONITORING REPORT
AS NOTIFICATION TO THE CITY AND THE
DEVELOPER SHALL COORDINATE WITH THE
ADJACENT PROPERTY OWNER TO OBTAIN
WRITTEN CONSENT TO REMOVE THE
BOUNDARY TREE.
COORDINATE WITH PROJECT ARBORIST PRIOR
TO OPENING OR ADJUSTING PROTECTION
FENCING FOR PATH CONSTRUCTION AT TREE
70057.
2
3
4
5
ZONING BOUNDARY LINE
TREE
PRESERVATION
123
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
W
W
W
W
W
W
W
W
PG
E
64
4
PGE
644
PGE
577
PGE
577
W
SD
SD
SD SD SD SD SDSDSDSDSDSDSD
SD
SD
SD
SITE BOUNDARY
121 124122123 125
TRACT M
126
127
TR
A
C
T
L
10
TR
A
C
T
E
14
16
TR
A
C
T
F
17
18
TRACT D
6713815911 4512 3
103+00
104+00105+00106+00107+00108+00109+00110+00
S
D
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SW RIVER TERRACE BOULEVARD
SW
B
E
A
C
O
N
L
A
N
E
SW
J
E
A
N
LO
U
I
S
E
R
O
A
D
SW
J
E
A
N
LO
U
I
S
E
R
O
A
D
SD SD SD SD
1A
1A
2 2 1
8
69
10
2
2
W
SEE SUPERELEVATION DIAGRAM 1 SEE SUPERELEVATION DIAGRAM 2
SEE FIRE HYDRANT BUMPOUT
DETAIL SHEET 202
270
280
290
300
310
320
330
270
280
290
300
310
320
330
102+75103+00104+00105+00106+00107+00108+00109+00109+25
0.50%
-4.46%
1.50%
2.50%-2.50%
-1.50%
PV
I
S
T
A
=
1
0
7
+
6
3
.
3
8
EL
E
V
=
2
8
5
.
8
0
PV
I
S
T
A
=
1
0
8
+
1
3
.
3
9
EL
E
V
=
2
8
5
.
7
5
PVI STA: 103+85.33
PVI ELEV: 296.07
K: 20.00
LVC: 99.29
BV
C
S
:
1
0
3
+
3
5
.
6
9
BV
C
E
:
2
9
5
.
8
2
EV
C
S
:
1
0
4
+
3
4
.
9
7
EV
C
E
:
2
9
3
.
8
5
HIGH PT. STA: 103+45.69
HIGH PT ELEV: 295.85
PVI STA: 108+72.61
PVI ELEV: 284.86
K: 12.00
LVC: 59.34
BV
C
S
:
1
0
8
+
4
2
.
9
4
BV
C
E
:
2
8
5
.
3
0
EV
C
S
:
1
0
9
+
0
2
.
2
8
EV
C
E
:
2
8
2
.
9
5
PVI STA: 106+52.57
PVI ELEV: 284.14
K: 14.00
LVC: 83.50
BV
C
S
:
1
0
6
+
1
0
.
8
2
BV
C
E
:
2
8
6
.
0
0
EV
C
S
:
1
0
6
+
9
4
.
3
2
EV
C
E
:
2
8
4
.
7
7
LOW PT. STA: 106+73.32
LOW PT ELEV: 284.61
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
ST
A
=
1
0
3
+
5
5
.
2
6
(
R
I
V
E
R
T
E
R
R
A
C
E
)
EL
E
V
=
2
9
5
.
8
2
ST
A
=
1
+
0
2
.
0
1
(
B
E
A
C
O
N
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
7
+
8
7
.
3
1
(
R
I
V
E
R
T
E
R
R
A
C
E
)
EL
E
V
=
2
8
6
.
4
0
ST
A
=
7
+
4
5
.
0
2
(
J
E
A
N
L
O
U
I
S
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
3
+
1
3
.
6
3
(
R
I
V
E
R
T
E
R
R
A
C
E
)
EL
E
V
=
2
9
5
.
7
1
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
8.00' PROPOSED
ADA CROSSING
1.50% CROSS SLOPE
8.00' PROPOSED
ADA CROSSING
1.50% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
2.50% CROSS SLOPE
2.50
TRAVEL
11'
SW
6'
52' PAVEMENT
LC
R/W
PLANT.
8'
2.50
SW
5'
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
TC CL - 0.20'TC CL - 0.20'
MEDIAN
14'
TRAVEL
11'
PARKING
8'
PARKING
8'
CONCRETE STANDARD CURB
PER DETAIL 125, SHEET D2.01.
TMC CL + 0.37 TMC CL + 0.37'
STREET
L
110' ROW
CONCRETE CURB
AND GUTTER
PER DETAIL 126,
SHEET D2.01.
CORRIDOR
38' TRAIL
TRAIL
12' MEANDERING
72' STREET CORRIDOR
0.5'
N.T.S.
2-LANE CITY COLLECTOR - SW RIVER TERRACE
BOULEVARD (STANDARD SECTION)B1
C
0.5'0.5'
0.5'0.5'
5.0'5.0'
15.0' CENTERLINE OFFSET
R/W
SCALE
1 INCH = 40 FEET
40 20 4000
RI
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SE
E
S
H
E
E
T
20
2
GENERAL NOTES:
1.CONSTRUCT SW RIVER TERRACE BLVD 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW RIVER TERRACE BOULEVARD PLAN
SCALE: 1" = 40'
JEAN LOUISE RD
SEE SHEET 209
JEAN LOUISE RD
SEE SHEET 208
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.03.
INSTALL 8' ADA ACCESSIBLE RAMP PER DETAIL
128, D2.03.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.02.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
REMOVE EXISTING STREET BARRICADE.
REMOVE EXISTING CURB AND GUTTER
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 103+22.04, 12.00' LT. (RIVER
TERRACE)
END STA: 104+14.99, 26.00' LT. (RIVER
TERRACE)
1
1A
2
SW RIVER TERRACE BOULEVARD PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
1
-
2
0
2
)
R
I
V
E
R
T
E
R
R
A
C
E
S
T
R
E
E
T
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
1
Ma
r
.
1
9
,
2
4
-
8:
4
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
6
9
10
STA: 104+17.39 - 109+97.43
ALLEY 3
SEE SHEET 215
ALLEY 10
SEE SHEET 216
BEACON LN
SEE SHEET 207
8
RIVER TERRACE
STREET PLAN &
PROFILE
201
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
2.50%2.50%
CL
FULL SHED STA: 108+57.92
FLAT CROSS SLOPE STA: 108+82.92
FULL CROWN STA: 109+07.92
TO
C
E
L
E
V
:
28
5
.
7
0
TO
C
E
L
E
V
:
28
4
.
4
6
TO
C
E
L
E
V
:
28
2
.
3
9
CL
CLTO
C
E
L
E
V
:
28
4
.
8
4
TO
C
E
L
E
V
:
28
3
.
8
4
TO
C
E
L
E
V
:
28
2
.
3
9
SUPERELEVATION
DIAGRAM 1
2.50%0.00%
1.00%
2.50%2.50%2.50%
CL
FULL SHED STA - 107+17.73
FLAT CROSS SLOPE STA: 106+92.73
FULL CROWN STA: 106+67.73
TO
C
E
L
E
V
:
28
5
.
8
6
TO
C
E
L
E
V
:
28
5
.
1
6
TO
C
E
L
E
V
:
28
4
.
4
2
CL
CLTO
C
E
L
E
V
:
28
4
.
9
5
TO
C
E
L
E
V
:
28
4
.
5
5
TO
C
E
L
E
V
:
28
4
.
4
2
SUPERELEVATION
DIAGRAM 2
2.50%0.00%
1.1%
2.50%
W
W
W W W W W W W W W W W W W W W
W
W
W
W
W W W
P
G
E
6
4
4
PGE
577
PGE
577
D
SD SD SD SD SDSDSDSD
SD
S
D
SD SD
SD
SD
SD
SD
SD
SS
SS
S
S
S
S
SITE BOUNDARY
104 105 106 110 111108109 121113112107114116TR
A
C
T
N
117 118 119 120 124122123115
TRACT M
TR
A
C
T
L
110+00111+00112+00113+00114+00115+00116+00
117+00
S
D
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SW RIVER TERRACE BOULEVARD
SW
S
T
R
E
A
M
W
O
O
D
L
A
N
E
SD SD SD SD SD SD SD
1
1B
1
1B
310
2
26
1B
7
W
W
W
W
W
W
W
W
SEE SUPERELEVATION DIAGRAM 1
SEE FIRE HYDRANT BUMPOUT
DETAIL THIS SHEET
250
260
270
280
290
300
250
260
270
280
290
300
109+25110+00111+00112+00113+00114+00115+00116+00117+00117+50
-1.00%
-6.45%
-1.07%
PV
I
S
T
A
=
1
1
4
+
5
1
.
3
1
EL
E
V
=
2
7
2
.
5
7
PV
I
S
T
A
=
1
1
7
+
0
6
.
7
9
EL
E
V
=
2
6
9
.
8
3
PV
I
S
T
A
=
1
1
7
+
1
8
.
9
2
EL
E
V
=
2
6
9
.
8
0
PVI STA: 109+92.01
PVI ELEV: 277.16
K: 14.00
LVC: 76.23
BV
C
S
:
1
0
9
+
5
3
.
8
9
BV
C
E
:
2
7
9
.
6
2
EV
C
S
:
1
1
0
+
3
0
.
1
2
EV
C
E
:
2
7
6
.
7
8
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
ST
A
=
1
1
4
+
7
4
.
5
6
(
R
I
V
E
R
T
E
R
R
A
C
E
)
EL
E
V
=
2
7
2
.
3
2
ST
A
=
2
1
+
5
7
.
3
6
(
S
T
R
E
A
M
W
O
O
D
)
IN
T
E
R
S
E
C
T
I
O
N
5.00' PROPOSED
ADA CROSSING
1.07% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
1.00% CROSS SLOPE
-1.04%5.00' PROPOSED
ADA CROSSING
1.00% CROSS SLOPE
2.50
TRAVEL
11'
SW
6'
52' PAVEMENT
LC
R/W
PLANT.
8'
2.50
SW
5'
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
TC CL - 0.20'TC CL - 0.20'
MEDIAN
14'
TRAVEL
11'
PARKING
8'
PARKING
8'
CONCRETE STANDARD CURB
PER DETAIL 125, SHEET D2.01.
TMC CL + 0.37 TMC CL + 0.37'
STREET
L
110' ROW
CONCRETE CURB
AND GUTTER
PER DETAIL 126,
SHEET D2.01.
CORRIDOR
38' TRAIL
TRAIL
12' MEANDERING
72' STREET CORRIDOR
0.5'
N.T.S.
2-LANE CITY COLLECTOR - SW RIVER TERRACE
BOULEVARD (STANDARD SECTION)B1
C
0.5'0.5'
0.5'0.5'
5.0'5.0'
15.0' CENTERLINE OFFSET
R/W
DRIVEWAY STATIONS
LOT
1
STREET STATION
112+55.49 (RIVER TERRACE), 26.00' L
WIDTH
26.00'
2.50
TRAVEL
11'
SW
6'
52' PAVEMENT
LC
R/W
PLANT.
8'
2.50
SW
5'
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
TC CL - 0.20'TC CL - 0.20'
TURN LANE
14'
TRAVEL
11'
PARKING
8'
PARKING
8'
STREET
L
110' ROW
CONCRETE CURB
AND GUTTER
PER DETAIL 126,
SHEET D2.01.
CORRIDOR
38' TRAIL
TRAIL
12' MEANDERING
72' STREET CORRIDOR
0.5'
N.T.S.
2-LANE CITY COLLECTOR - SW RIVER TERRACE
BOULEVARD (STANDARD SECTION)B2
C
0.5'0.5'
15.0' CENTERLINE OFFSET
R/W
2.50
TRAVEL
12'
SWTRAVEL
12' 6'
24' PAVEMENT
LC
R/W
N.T.S.
2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER
TERRACE BOULEVARD (NARROW SECTION)B3
2.50
R/W
SW
12'
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB
AND GUTTER
PER DETAIL 126,
SHEET D2.01.
TC CL+0.15'TC CL+0.15'
0.5'0.5'0.5'0.5'
44' ROW
3.0' CENTERLINE OFFSET
LC
W
S
D
S
D
S
D
REMOVE EXISTING SIDEWALK, INSTALL 5' WIDE
MEANDERING SIDEWALK AROUND FIRE HYDRANT
5.0'
28.0'
9.0'
R=10.0'R=10.0'
2.0'2.0'
5.0'
SW RIVER TERRACE BOULEVARD
SCALE
1 INCH = 40 FEET
40 20 4000
3
SW RIVER TERRACE BOULEVARD PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
1
-
2
0
2
)
R
I
V
E
R
T
E
R
R
A
C
E
S
T
R
E
E
T
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
2
Ma
r
.
1
9
,
2
4
-
8:
4
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
6
RI
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SE
E
S
H
E
E
T
20
1
GENERAL NOTES:
1.CONSTRUCT SW RIVER TERRACE BLVD PER
TYPICAL STREET SECTIONS B1, B2, & B3,
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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW RIVER TERRACE BOULEVARD PLAN
SCALE: 1" = 40'STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP
PER DETAIL 1, SHEET D2.03.
INSTALL 5' ADA ACCESSIBLE PARALLEL RAMP
PER DETAIL RD759, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL 130,
SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.02. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
INSTALL DETECTABLE WARNING SURFACE PER
DETAIL RD759, SHEET D2.03.
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 114+50.99, 26.00' LT. (RIVER
TERRACE)
END STA: 115+35.90, 12.00' LT. (RIVER
TERRACE)
1
1B
7
ALLEY 2
SEE SHEET 214
STREAMWOOD LN
SEE SHEET 210
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 109+97.43 - 112+87.03
STA: 115+19.12 - 116+81.22
STA: 104+17.39 - 109+97.43 STA: 112+87.03 - 114+04.64
RIVER TERRACE
STREET PLAN &
PROFILE
202
2
10
FIRE HYDRANT BUMPOUT DETAIL
SCALE: 1" = 5'
11 1
2 23
P
G
E
6
4
4
P
G
E
6
4
4
W W W W W W W W W W W W
W
W
W
W
W
W
W
SD
SD
SD
SD SD SD
S
S
SS SS SS SS SS
SS
SS
SD
1+002+003+004+005+006+00
133
30
TR
A
C
T
G
22
TR
A
C
T
F
23
25 29242827 3126
35363738 3334 32
39
88
SW
B
E
A
C
O
N
L
A
N
E
SW 166TH AVENUE
SW
J
E
A
N
LO
U
I
S
E
R
O
A
D
SW
J
E
A
N
LO
U
I
S
E
R
O
A
D
AL
L
E
Y
9
AL
L
E
Y
1
0
S
D
S
D
SD
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
S
D
SEE SUPERELEVATION
DIAGRAM 2
SEE SUPERELEVATION
DIAGRAM 3
290
300
310
320
330
340
350
290
300
310
320
330
340
350
0+751+002+003+004+005+006+006+25
-2.45%-1.50%2.47%
-6.66%
-1.57%2.55%-2.45%1.52%
PV
I
S
T
A
=
1
+
1
4
.
5
0
EL
E
V
=
3
0
7
.
4
5
PV
I
S
T
A
=
5
+
5
4
.
9
3
EL
E
V
=
3
0
0
.
1
8
PV
I
S
T
A
=
5
+
0
7
.
9
3
EL
E
V
=
3
0
0
.
1
6
PVI STA: 2+85.56
PVI ELEV: 310.43
K: 20.00
LVC: 182.69
BV
C
S
:
1
+
9
4
.
2
2
BV
C
E
:
3
0
8
.
1
7
EV
C
S
:
3
+
7
6
.
9
1
EV
C
E
:
3
0
4
.
3
4
HIGH PT. STA: 2+43.62
HIGH PT ELEV: 308.78
PVI STA: 6+00.45
PVI ELEV: 299.46
K: 7.00
LVC: 36.73
BV
C
S
:
5
+
8
2
.
0
9
BV
C
E
:
2
9
9
.
7
5
EV
C
S
:
6
+
1
8
.
8
1
EV
C
E
:
2
9
8
.
2
1
PVI STA: 1+45.97
PVI ELEV: 306.98
K: 10.00
LVC: 39.70
BV
C
S
:
1
+
2
6
.
1
2
BV
C
E
:
3
0
7
.
2
8
EV
C
S
:
1
+
6
5
.
8
2
EV
C
E
:
3
0
7
.
4
7
LOW PT. STA: 1+41.12
LOW PT ELEV: 307.17
PVI STA: 4+52.35
PVI ELEV: 299.31
K: 10.00
LVC: 81.80
BV
C
S
:
4
+
1
1
.
4
5
BV
C
E
:
3
0
2
.
0
4
EV
C
S
:
4
+
9
3
.
2
5
EV
C
E
:
2
9
9
.
9
3
LOW PT. STA: 4+78.09
LOW PT ELEV: 299.82
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
ST
A
=
5
+
3
1
.
4
3
(
1
6
6
T
H
)
EL
E
V
=
3
0
0
.
7
6
ST
A
=
1
0
+
0
3
.
7
9
(
J
E
A
N
L
O
U
I
S
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
4
+
1
1
.
7
9
(
1
6
6
T
H
)
EL
E
V
=
3
0
2
.
0
2
ST
A
=
3
+
2
3
.
5
2
(
A
L
L
E
Y
1
0
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
+
8
9
.
4
2
(
1
6
6
T
H
)
EL
E
V
=
3
0
3
.
5
1
ST
A
=
1
+
0
5
.
0
0
(
A
L
L
E
Y
9
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
+
0
0
.
0
0
(
1
6
6
T
H
)
EL
E
V
=
3
0
7
.
8
1
ST
A
=
3
+
5
3
.
5
2
(
B
E
A
C
O
N
)
IN
T
E
R
S
E
C
T
I
O
N
6.82%
5.00' PROPOSED
ADA CROSSING
1.57% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
0.71% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
0.21% CROSS SLOPE
2.50
TRAVEL
16'
SWPARKING
8'5'
54' R.O.W.
32' PAVEMENT
LC
R/W
N.T.S.
LOCAL RESIDENTIAL - STANDARD STREET
PARKING BOTH SIDES
PUE
8'
C
PLANT.
5'
2.50
R/W
PUE
8'
PLANT.
5'
SW
5'
1
D2.01CONCRETE 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'
PARKING
8'
0.5'0.5'
0.5'0.5'
DRIVEWAY STATIONS
LOT
1661
1662
STREET STATION
4+11.61 (166TH), 16.00' L
3+89.60 (166TH), 16.00' R
WIDTH
16.00'
16.00'TRACT I
TRACT F
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW 166TH AVE 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW 166TH AVENUE PLAN
SCALE: 1" = 40'
JEAN LOUISE RD
SEE SHEET 209
SW 166TH AVENUE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
3
-
2
0
4
)
1
6
6
T
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
3
Ma
r
.
1
9
,
2
4
-
8:
4
2
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
JEAN LOUISE RD
SEE SHEET 209
ALLEY 9
SEE SHEET 216
ALLEY 10
SEE SHEET 216
BEACON LN
SEE SHEET 207
BEACON LN
SEE SHEET 207
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE
RAMP PER DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL
170, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
1
2
3
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
16
6
T
H
A
V
E
SE
E
S
H
E
E
T
2
0
4
STA: 1+00.00 - 12+15.67
166TH PLAN &
PROFILE
203
2.50%2.50%
CL
HALF SHED STA: 4+56.90
FLAT CROSS SLOPE STA: 4+31.90
FULL CROWN STA: 4+06.90
TO
C
E
L
E
V
:
30
0
.
8
2
TO
C
E
L
E
V
:
30
1
.
3
1
TO
C
E
L
E
V
:
30
2
.
4
0
CL
CLTO
C
E
L
E
V
:
30
0
.
1
1
TO
C
E
L
E
V
:
30
0
.
9
4
TO
C
E
L
E
V
:
30
2
.
4
0
SUPERELEVATION
DIAGRAM 2
2.50%0.00%
2.50%
2.50%
2.50%2.50%
CL
FULL SHED STA: 5+81.91
FLAT CROSS SLOPE STA: 6+31.91
FULL CROWN STA: 6+56.91
TO
C
E
L
E
V
:
30
0
.
9
4
TO
C
E
L
E
V
:
29
7
.
7
4
TO
C
E
L
E
V
:
29
5
.
6
7
CL
CLTO
C
E
L
E
V
:
29
9
.
6
5
TO
C
E
L
E
V
:
29
7
.
3
7
TO
C
E
L
E
V
:
29
5
.
6
7
SUPERELEVATION
DIAGRAM 1
2.50%0.00%
4.50%
4.50%
TO
C
E
L
E
V
:
29
9
.
7
0
CLTO
C
E
L
E
V
:
29
8
.
9
7
2.50%
2.50%
HALF SHED STA: 6+06.91
SEE SUPERELEVATION
DIAGRAM 1
FULL SHED STA: 4+81.90
TO
C
E
L
E
V
:
30
1
.
0
1
CLTO
C
E
L
E
V
:
29
9
.
7
0
4.50%
4.50%
2.50%2.50%
CL
FULL SHED STA: 1+41.48
FLAT CROSS SLOPE STA: 1+91.48
FULL CROWN STA: 2+16.48
TO
C
E
L
E
V
:
30
8
.
3
5
TO
C
E
L
E
V
:
30
8
.
5
2
TO
C
E
L
E
V
:
30
8
.
6
5
CL
CLTO
C
E
L
E
V
:
30
7
.
0
4
TO
C
E
L
E
V
:
30
8
.
1
6
TO
C
E
L
E
V
:
30
8
.
6
5
SUPERELEVATION
DIAGRAM 3
2.50%0.00%
4.50%
4.50%
TO
C
E
L
E
V
:
30
8
.
3
8
CLTO
C
E
L
E
V
:
30
7
.
5
6
2.50%
2.50%
HALF SHED STA: 1+66.48
DRIVEWAY CONSTRUCTED
WITH 6" THICK CONC.
1
2
3
3
PGE
644
P
G
E
6
4
4
PGE
644
PG
E
64
4
P
G
E
6
4
4
PGE
644
P
G
E
6
4
4
P
G
E
6
4
4
SD
SD
W
W
W
W W W W W W W W W W W W W W
SD
SD SD SD SDSDSDSDSDSD
SS
SS
SS
SS
SS
S
S
SS SS
SS
SS
7+008+009+0010+0011+0012+0012+16
100
TR
A
C
T
O
132
TR
A
C
T
L
144 143 142 141 140 136139138137 134135
89
TR
A
C
T
I
97 90969594
TR
A
C
T
K
72
9399 9298 91
TR
A
C
T
L
TR
A
C
T
I
133
88
SW
S
T
R
E
A
M
W
O
O
D
L
A
N
E
SW 166TH AVENUE
AL
L
E
Y
7
AL
L
E
Y
2
AL
L
E
Y
3
AL
L
E
Y
8
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SEE SUPERELEVATION
DIAGRAM 2
260
270
280
290
300
310
320
260
270
280
290
300
310
320
6+257+008+009+0010+0011+0012+0012+50
ST
A
=
1
2
+
1
5
.
6
7
(
1
6
6
T
H
)
EL
E
V
=
2
7
3
.
1
1
ST
A
=
1
8
+
9
9
.
7
6
(
S
T
R
E
A
M
W
O
O
D
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
6
+
7
3
.
4
4
(
1
6
6
T
H
)
EL
E
V
=
2
9
4
.
4
9
ST
A
=
1
+
0
5
.
0
0
(
A
L
L
E
Y
8
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
6
+
5
5
.
4
4
(
1
6
6
T
H
)
EL
E
V
=
2
9
5
.
7
1
ST
A
=
2
+
2
3
.
0
5
(
A
L
L
E
Y
3
)
IN
T
E
R
S
E
C
T
I
O
N
1.50%
-6.82%
2.50%-0.77%
PV
I
S
T
A
=
1
2
+
0
1
.
1
7
EL
E
V
=
2
7
2
.
7
5
PV
I
S
T
A
=
1
2
+
1
5
.
6
7
EL
E
V
=
2
7
3
.
1
1
PVI STA: 11+74.32
PVI ELEV: 272.35
K: 10.00
LVC: 22.65
BV
C
S
:
1
1
+
6
2
.
9
9
BV
C
E
:
2
7
2
.
4
3
EV
C
S
:
1
1
+
8
5
.
6
4
EV
C
E
:
2
7
2
.
5
2
LOW PT. STA: 11+70.68
LOW PT ELEV: 272.40
PVI STA: 9+75.67
PVI ELEV: 273.88
K: 13.40
LVC: 81.08
BV
C
S
:
9
+
3
5
.
1
3
BV
C
E
:
2
7
6
.
6
4
EV
C
S
:
1
0
+
1
6
.
2
1
EV
C
E
:
2
7
3
.
5
6
ST
A
=
1
0
+
9
7
.
8
3
(
1
6
6
T
H
)
EL
E
V
=
2
7
2
.
9
4
ST
A
=
2
+
4
2
.
0
0
(
A
L
L
E
Y
2
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
9
8
.
6
7
(
1
6
6
T
H
)
EL
E
V
=
2
7
2
.
9
3
ST
A
=
1
+
0
0
.
0
0
(
A
L
L
E
Y
7
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
5.00' PROPOSED
ADA CROSSING
0.64% CROSS SLOPE
DRIVEWAY STATIONS
LOT
1663
1664
1665
1666
STREET STATION
6+55.25 (166TH), 16.00' L
6+73.63 (166TH), 16.00' R
10+97.83 (166TH), 16.00' L
10+98.67 (166TH), 16.00' R
WIDTH
16.00'
16.00'
16.00'
16.00'
TRACT S
TRACT M
TRACT S
TRACT M
2.50
TRAVEL
16'
SWPARKING
8'5'
54' R.O.W.
32' PAVEMENT
LC
R/W
N.T.S.
LOCAL RESIDENTIAL - STANDARD STREET
PARKING BOTH SIDES
PUE
8'
C
PLANT.
5'
2.50
R/W
PUE
8'
PLANT.
5'
SW
5'
1
D2.01CONCRETE 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'
PARKING
8'
0.5'0.5'
0.5'0.5'
SCALE
1 INCH = 40 FEET
40 20 4000
SW 166TH AVENUE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
3
-
2
0
4
)
1
6
6
T
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
4
Ma
r
.
1
9
,
2
4
-
8:
4
2
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE
RAMP PER DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL
170, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
1
2
3
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
GENERAL NOTES:
1.CONSTRUCT SW 166TH AVE 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW 166TH AVENUE PLAN
SCALE: 1" = 40'
ALLEY 2
SEE SHEET 214
STA: 1+00.00 - 12+15.67
ALLEY 7
SEE SHEET 214
ALLEY 8
SEE SHEET 215
ALLEY 3
SEE SHEET 215
STREAMWOOD LN
SEE SHEET 210
STREAMWOOD LN
SEE SHEET 210
16
6
T
H
A
V
E
SE
E
S
H
E
E
T
2
0
3
166TH PLAN &
PROFILE
204
2.50%2.50%
CL
FULL SHED STA: 5+81.91
FLAT CROSS SLOPE STA: 6+31.91
FULL CROWN STA: 6+56.91
TO
C
E
L
E
V
:
30
0
.
9
4
TO
C
E
L
E
V
:
29
7
.
7
4
TO
C
E
L
E
V
:
29
5
.
6
7
CL
CLTO
C
E
L
E
V
:
29
9
.
6
5
TO
C
E
L
E
V
:
29
7
.
3
7
TO
C
E
L
E
V
:
29
5
.
6
7
SUPERELEVATION
DIAGRAM 1
2.50%0.00%
4.50%
4.50%
TO
C
E
L
E
V
:
29
9
.
7
0
CLTO
C
E
L
E
V
:
29
8
.
9
7
2.50%
2.50%
FULL SHED STA: 6+06.91
SEE SUPERELEVATION
DIAGRAM 1
2.50%2.50%
CL
FULL SHED STA: 11+74.67
FLAT CROSS SLOPE STA: 11+49.67
FULL CROWN STA: 11+24.67
TO
C
E
L
E
V
:
27
3
.
2
3
TO
C
E
L
E
V
:
27
3
.
0
7
TO
C
E
L
E
V
:
27
2
.
7
8
CL
CLTO
C
E
L
E
V
:
27
2
.
8
4
TO
C
E
L
E
V
:
27
2
.
6
4
TO
C
E
L
E
V
:
27
2
.
7
8
SUPERELEVATION
DIAGRAM 2
2.50%0.00%
2.00%
0.7%
84
TR
A
C
T
G
46
54 5253565557
474544 504948
43
51
8.00'
PUE, TYP.
8.00'
PUE, TYP.
3
P
G
E
6
4
4
SD SD SDSDSDSDSD
SD
SD
W W W W W W W W W W W W
W
W
W
W
W
SD SD
SS SS SS SS SS SS SS SSSSSSSS
SS
SS
SD
SD
SD
SW
B
E
A
C
O
N
L
A
N
E
SW 165TH AVENUE
SW
J
E
A
N
LO
U
I
S
E
R
O
A
D
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
11
2 2
44
6+007+008+009+0010+0011+00
SW 165TH AVENUE
TR
A
C
T
I
SW
J
E
A
N
LO
U
I
S
E
R
O
A
D
(TYP)(TYP)
AL
L
E
Y
8
AL
L
E
Y
9
SEE SUPERELEVATION
DIAGRAM 1
SEE SUPERELEVATION DIAGRAM 2
58
59
300
310
320
330
340
350
360
300
310
320
330
340
350
360
5+756+007+008+009+0010+0011+0011+50
-4.79%
-1.88%
2.55%-2.45%
1.50%
PV
I
S
T
A
=
1
0
+
2
5
.
3
3
EL
E
V
=
3
1
5
.
8
6
PV
I
S
T
A
=
9
+
7
8
.
3
3
EL
E
V
=
3
1
5
.
8
3
PVI STA: 6+25.41
PVI ELEV: 329.54
K: 20.00
LVC: 281.56
EV
C
S
:
7
+
6
6
.
1
9
EV
C
E
:
3
2
2
.
7
9
HIGH PT. STA: 6+70.32
HIGH PT ELEV: 325.09
PVI STA: 10+99.20
PVI ELEV: 314.46
K: 7.00
LVC: 67.50
BV
C
S
:
1
0
+
6
5
.
4
5
BV
C
E
:
3
1
5
.
1
0
EV
C
S
:
1
1
+
3
2
.
9
6
EV
C
E
:
3
1
0
.
5
7
PVI STA: 9+27.36
PVI ELEV: 315.07
K: 9.00
LVC: 56.64
BV
C
S
:
8
+
9
9
.
0
4
BV
C
E
:
3
1
6
.
4
3
EV
C
S
:
9
+
5
5
.
6
8
EV
C
E
:
3
1
5
.
4
9
LOW PT. STA: 9+42.18
LOW PT ELEV: 315.39
ST
A
=
5
+
7
8
.
9
7
(
1
6
5
T
H
)
EL
E
V
=
3
2
3
.
0
0
ST
A
=
5
+
7
8
.
9
7
(
B
E
A
C
O
N
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
0
1
.
8
3
(
1
6
5
T
H
)
EL
E
V
=
3
1
6
.
4
3
ST
A
=
1
2
+
3
7
.
9
4
(
J
E
A
N
L
O
U
I
S
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
8
+
5
9
.
8
2
(
1
6
5
T
H
)
EL
E
V
=
3
1
8
.
3
1
ST
A
=
3
+
3
9
.
0
1
(
A
L
L
E
Y
9
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
VERTICAL CURVE CONTINUES ON
SW BEACON LANE (SHEET 207)
5.00' PROPOSED
ADA CROSSING
1.88% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
1.50% CROSS SLOPE
2.50
TRAVEL
16'
SWPARKING
8'5'
54' R.O.W.
32' PAVEMENT
LC
R/W
N.T.S.
LOCAL RESIDENTIAL - STANDARD STREET
PARKING BOTH SIDES
PUE
8'
C
PLANT.
5'
2.50
R/W
PUE
8'
PLANT.
5'
SW
5'
1
D2.01CONCRETE 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'
PARKING
8'
0.5'0.5'
0.5'0.5'
DRIVEWAY STATIONS
LOT
51
52
53
54
55
56
57
58
59
1651
STREET STATION
5+86.65 (165TH), 16.00' R
6+57.31 (165TH), 16.00' R
7+17.31 (165TH), 16.00' R
7+77.31 (165TH), 16.00' R
8+37.31 (165TH), 16.00' R
8+66.89 (165TH), 16.00' R
9+15.02 (165TH), 16.00' R
10+90.47 (165TH), 16.00' R
11+38.55 (165TH), 16.00' R
8+59.64 (165TH), 16.00' L
WIDTH
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'TRACT I
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW 165TH AVE 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW 16TH AVENUE PLAN
SCALE: 1" = 40'
JEAN LOUISE RD
SEE SHEET 209
SW 16TH AVENUE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
5
-
2
0
6
)
1
6
5
T
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
5
Ma
r
.
1
9
,
2
4
-
8:
4
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
JEAN LOUISE RD
SEE SHEET 209
ALLEY 9
SEE SHEET 216
BEACON LN
SEE SHEET 207
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE
RAMP PER DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL
170, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
CONSTRUCT RESIDENTIAL DRIVEWAY
PER DETAIL 141, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
1
2
3
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
16
5
T
H
A
V
E
SE
E
S
H
E
E
T
2
0
6
ALLEY 8
SEE SHEET 215
4
STA: 5+78.97 - 16+74.56
165TH PLAN &
PROFILE
205
2.50%2.50%
CL
HALF SHED STA: 9+27.30
FLAT CROSS SLOPE STA: 9+02.30
FULL CROWN STA: 8+77.30
TO
C
E
L
E
V
:
31
6
.
2
9
TO
C
E
L
E
V
:
31
6
.
7
0
TO
C
E
L
E
V
:
31
7
.
5
2
CL
CLTO
C
E
L
E
V
:
31
5
.
3
8
TO
C
E
L
E
V
:
31
6
.
3
3
TO
C
E
L
E
V
:
31
7
.
5
2
SUPERELEVATION
DIAGRAM 2
2.50%0.00%
2.50%
4.50%
2.50%2.50%
CL
FLAT CROSS SLOPE STA: 11+02.31
FULL CROWN STA: 11+27.31
TO
C
E
L
E
V
:
31
3
.
8
5
TO
C
E
L
E
V
:
31
1
.
2
6
CL
TO
C
E
L
E
V
:
31
3
.
4
9
TO
C
E
L
E
V
:
31
1
.
2
6
SUPERELEVATION
DIAGRAM 1
2.50%0.00%
TO
C
E
L
E
V
:
31
5
.
5
6
CLTO
C
E
L
E
V
:
31
4
.
8
3
2.50%
2.50%
HALF SHED STA: 10+77.31
FULL SHED STA: 9+52+30
TO
C
E
L
E
V
:
31
6
.
6
3
CLTO
C
E
L
E
V
:
31
5
.
2
4
4.50%
4.50%
TO
C
E
L
E
V
:
31
6
.
5
3
CLTO
C
E
L
E
V
:
31
5
.
1
2
4.50%
4.50%
FULL SHED STA: 10+52.31
DRIVEWAY CONSTRUCTED
WITH 6" THICK CONC.
1+
0
0
TR
A
C
T
J
65
67
TR
A
C
T
I
77 83768275817480737978
68
PG
E
64
4
PGE
644
P
G
E
6
4
4
W
W
W W W W W WWWWWWW
W
W
SDSDSDSDSDSDSDSD
SD
SD
S
S
SS
SS SS SS SS SS SSSSSSSSSSSSSS
SS
12+0013+0014+0015+0016+00
17
+
0
0
TR
A
C
T
I
SW
T
U
S
C
A
N
Y
S
T
R
E
E
T
SW 165TH AVENUE
SW
S
T
R
E
A
M
W
O
O
D
L
A
N
E
4
(TYP)
4
(TYP)
3
8.00'
PUE, TYP.
8.00'
PUE, TYP.
2
8.00'
PUE, TYP.
1 1
8.00'
PUE, TYP.
2 AL
L
E
Y
7
AL
L
E
Y
8
SEE SUPERELEVATION DIAGRAM 1 SEE SUPERELEVATION DIAGRAM 2
SEE SUPERELEVATION
59
6466 63 606162
270
280
290
300
310
320
270
280
290
300
310
320
11+5012+0013+0014+0015+0016+0016+75
ST
A
=
1
4
+
2
8
.
5
7
(
1
6
5
T
H
)
EL
E
V
=
2
8
5
.
8
8
ST
A
=
1
+
0
0
.
0
0
(
T
U
S
C
A
N
Y
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
5
+
6
6
.
3
6
(
1
6
5
T
H
)
EL
E
V
=
2
7
7
.
8
4
ST
A
=
3
+
3
4
.
0
0
(
A
L
L
E
Y
7
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
6
+
7
4
.
5
6
(
1
6
5
T
H
)
EL
E
V
=
2
7
5
.
2
0
ST
A
=
1
6
+
7
4
.
5
6
(
S
T
R
E
A
M
W
O
O
D
)
IN
T
E
R
S
E
C
T
I
O
N
-1.24%
-4.50%
-7.70%
-11.5
3
%
-7.53%
PVI STA: 15+00.14
PVI ELEV: 282.66
K: 20.00
LVC: 64.04
BV
C
S
:
1
4
+
6
8
.
1
2
BV
C
E
:
2
8
4
.
1
0
EV
C
S
:
1
5
+
3
2
.
1
6
EV
C
E
:
2
8
0
.
1
9
PVI STA: 13+51.23
PVI ELEV: 289.36
K: 13.40
LVC: 40.55
BV
C
S
:
1
3
+
3
0
.
9
6
BV
C
E
:
2
9
0
.
8
8
EV
C
S
:
1
3
+
7
1
.
5
1
EV
C
E
:
2
8
8
.
4
4
PVI STA: 15+82.00
PVI ELEV: 276.35
K: 13.40
LVC: 86.58
BV
C
S
:
1
5
+
3
8
.
7
1
BV
C
E
:
2
7
9
.
6
9
EV
C
S
:
1
6
+
2
5
.
2
9
EV
C
E
:
2
7
5
.
8
1
PVI STA: 12+52.60
PVI ELEV: 296.78
K: 15.00
LVC: 60.03
BV
C
S
:
1
2
+
2
2
.
5
9
BV
C
E
:
3
0
0
.
2
4
EV
C
S
:
1
2
+
8
2
.
6
2
EV
C
E
:
2
9
4
.
5
2
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
5.00' PROPOSED
ADA CROSSING
4.50% CROSS SLOPE
5.00' PROPPOSED
ADA CROSSING
4.50% CROSS SLOPE
DRIVEWAY STATIONS
LOT
59
60
61
62
63
64
65
66
67
1652
STREET STATION
11+38.55 (165TH), 16.00' R
11+98.47 (165TH), 16.00' R
12+58.47 (165TH), 16.00' R
13+18.47 (165TH), 16.00' R
13+48.14 (165TH), 16.00' R
15+03.94 (165TH), 16.00' R
15+63.94 (165TH), 16.00' R
15+93.61 (165TH), 16.00' R
16+48.03 (165TH), 16.00' R
15+66.36 (165TH), 16.00' L
WIDTH
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'TRACT M
2.50
TRAVEL
16'
SWPARKING
8'5'
54' R.O.W.
32' PAVEMENT
LC
R/W
N.T.S.
LOCAL RESIDENTIAL - STANDARD STREET
PARKING BOTH SIDES
PUE
8'
C
PLANT.
5'
2.50
R/W
PUE
8'
PLANT.
5'
SW
5'
1
D2.01CONCRETE 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'
PARKING
8'
0.5'0.5'
0.5'0.5'
SCALE
1 INCH = 40 FEET
40 20 4000
SW 16TH AVENUE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
5
-
2
0
6
)
1
6
5
T
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
6
Ma
r
.
1
9
,
2
4
-
8:
4
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
GENERAL NOTES:
1.CONSTRUCT SW 165TH AVE 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 CARRIES. CONTRACTOR SHALL
COORDINATE.SW 16TH AVENUE PLAN
SCALE: 1" = 40'
STREAMWOOD LN
SEE SHEET 210
STA: 5+78.97 - 16+74.56
TUSCANY ST
SEE SHEET 211
ALLEY 7
SEE SHEET 214
ALLEY 8
SEE SHEET 215
16
5
T
H
A
V
E
SE
E
S
H
E
E
T
2
0
5
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE
RAMP PER DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL
170, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
CONSTRUCT RESIDENTIAL DRIVEWAY
PER DETAIL 141, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
1
2
3
4
165TH PLAN &
PROFILE
206
2.50%2.50%
CL
FULL SHED STA: 13+89.63
FLAT CROSS SLOPE STA: 13+64.63
FULL CROWN STA: 13+39.63
TO
C
E
L
E
V
:
28
8
.
3
8
TO
C
E
L
E
V
:
28
9
.
1
9
TO
C
E
L
E
V
:
29
0
.
3
1
CL
CLTO
C
E
L
E
V
:
28
7
.
6
8
TO
C
E
L
E
V
:
28
8
.
8
3
TO
C
E
L
E
V
:
29
0
.
3
1
SUPERELEVATION
DIAGRAM 2
2.50%0.00%
1.50%
2.50%2.50%2.50%
CL
FLAT CROSS SLOPE STA: 14+92.63
FULL CROWN STA: 15+17.63
TO
C
E
L
E
V
:
28
3
.
3
1
TO
C
E
L
E
V
:
28
1
.
3
1
CL
TO
C
E
L
E
V
:
28
2
.
8
9
TO
C
E
L
E
V
:
28
1
.
3
1
SUPERELEVATION
DIAGRAM 1
2.50%0.00%
TO
C
E
L
E
V
:
28
4
.
8
7
CLTO
C
E
L
E
V
:
28
4
.
1
7
1.50%
2.50%
FULL SHED STA: 14+67.63
0+
0
0
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W W W W W
6+
0
0
2
8.00'
PUE, TYP.
PGE
644
P
G
E
6
4
4
SW BEACON LANE
SS
SS
SD
TR
A
C
T
G
TR
A
C
T
F
4
3
31 50
32
51
SW
R
I
V
E
R
T
E
R
R
A
C
E
BO
U
L
E
V
A
R
D
SW
1
6
6
T
H
AV
E
N
U
E
SW
1
6
5
T
H
AV
E
N
U
E
1+02 2+00 3+00 4+00 5+00
6+
0
0
1 1 23
2
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.31
SITE BOUNDARY
AL
L
E
Y
5
AL
L
E
Y
6
0+
0
0
W
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
290
300
310
320
330
340
350
360
290
300
310
320
330
340
350
360
0+75 1+00 2+00 3+00 4+00 5+00 6+00
ST
A
=
1
+
0
2
.
0
1
(
B
E
A
C
O
N
)
EL
E
V
=
2
9
5
.
8
2
ST
A
=
1
0
3
+
5
5
.
2
6
(
R
I
V
E
R
T
E
R
R
A
C
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
4
1
.
5
1
(
B
E
A
C
O
N
)
EL
E
V
=
3
0
1
.
5
1
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
5
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
+
5
3
.
5
2
(
B
E
A
C
O
N
)
EL
E
V
=
3
0
7
.
8
1
ST
A
=
1
+
0
0
.
0
0
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
4
+
7
0
.
5
2
(
B
E
A
C
O
N
)
EL
E
V
=
3
1
5
.
1
6
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
6
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
7
8
.
9
7
(
B
E
A
C
O
N
)
EL
E
V
=
3
2
3
.
0
0
ST
A
=
5
+
7
8
.
9
7
(
1
6
5
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
4.50%
9.28%
-2.83%
-1.50%
9.26%
PV
I
S
T
A
=
1
+
1
6
.
3
2
EL
E
V
=
2
9
5
.
4
2
PVI STA: 2+64.98
PVI ELEV: 303.82
K: 20.00
LVC: 95.12
BV
C
S
:
2
+
1
7
.
4
2
BV
C
E
:
2
9
9
.
4
2
EV
C
S
:
3
+
1
2
.
5
3
EV
C
E
:
3
0
5
.
9
6
PVI STA: 5+15.82
PVI ELEV: 319.37
K: 20.00
LVC: 62.38
BV
C
S
:
4
+
8
4
.
6
3
BV
C
E
:
3
1
6
.
4
7
EV
C
S
:
5
+
4
7
.
0
0
EV
C
E
:
3
2
1
.
2
9
PVI STA: 5+78.97
PVI ELEV: 323.26
K: 20.00
LVC: 63.93
BV
C
S
:
5
+
4
7
.
0
0
BV
C
E
:
3
2
1
.
2
9
PVI STA: 4+26.89
PVI ELEV: 311.11
K: 13.40
LVC: 64.11
BV
C
S
:
3
+
9
4
.
8
4
BV
C
E
:
3
0
9
.
6
7
EV
C
S
:
4
+
5
8
.
9
5
EV
C
E
:
3
1
4
.
0
9
PVI STA: 1+66.10
PVI ELEV: 294.67
K: 9.00
LVC: 96.80
BV
C
S
:
1
+
1
7
.
7
0
BV
C
E
:
2
9
5
.
4
0
EV
C
S
:
2
+
1
4
.
5
0
EV
C
E
:
2
9
9
.
1
5
LOW PT. STA: 1+31.20
LOW PT ELEV: 295.30
VERTICAL CURVE
CONTINUES ON SW 165TH
AVENUE (SHEET 205)
5.00' PROPOSED
ADA CROSSING
1.50% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.8% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.5% CROSS SLOPE
2.50
TRAVEL
16'
SWPARKING
8'5'
54' R.O.W.
32' PAVEMENT
LC
R/W
N.T.S.
LOCAL RESIDENTIAL - STANDARD STREET
PARKING BOTH SIDES
PUE
8'
C
PLANT.
5'
2.50
R/W
PUE
8'
PLANT.
5'
SW
5'
1
D2.01CONCRETE 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'
PARKING
8'
0.5'0.5'
0.5'0.5'
DRIVEWAY STATIONS
LOT
100
101
STREET STATION
2+41.69 (BEACON), 16.00' L
4+70.71 (BEACON), 16.00' L
WIDTH
16.00'
16.00'
TRACT F
TRACT I
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW BEACON LN 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW BEACON LANE PLAN
SCALE: 1" = 40'
SW BEACON LANE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
7
)
B
E
A
C
O
N
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
7
Ma
r
.
1
9
,
2
4
-
8:
4
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
RIVER TERRACE BLVD
SEE SHEET 201
166TH AVE
SEE SHEET 203
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE
RAMP PER DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL
170, SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
1
2
3
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 1+02.01 - 5+78.97
165TH AVE
SEE SHEET 205
ALLEY 5
SEE SHEET 212
ALLEY 6
SEE SHEET 213
BEACON PLAN &
PROFILE
207
M
M
W
W
SW JEAN LOUISE ROAD
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
SD
SS
SS
SS SS SS SS
1
2
1+00 2+00 3+00 4+00 5+00 6+00 7+00
3 1C 2
EX
S
W
R
O
Y
R
O
G
E
R
S
R
O
A
D
SC
S
D
S
D
REFER TO WASHINGTON COUNTY
FACILITY PERMIT PLANS FOR ROY ROGERS
AND INTERSECTION IMPROVEMENTS
S
D
S C
SS
SEE DRIVEWAY DETAIL, THIS SHEET
SEE DRIVEWAY DETAIL, THIS SHEET
260
270
280
290
300
310
320
330
260
270
280
290
300
310
320
330
0+25 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+75
6.97%
1.30%
0.98%1.48%
9.60%1.50%
1.99%
1.30%
2.53%2.53%2.53%
PV
I
S
T
A
=
3
+
1
9
.
8
4
EL
E
V
=
2
7
1
.
7
3
PV
I
S
T
A
=
0
+
8
9
.
0
1
EL
E
V
=
2
6
4
.
4
8
PV
I
S
T
A
=
6
+
9
5
.
2
5
EL
E
V
=
2
8
5
.
1
4
PV
I
S
T
A
=
4
+
1
4
.
9
2
EL
E
V
=
2
7
3
.
6
2
PV
I
S
T
A
=
7
+
2
8
.
0
2
EL
E
V
=
2
8
5
.
9
7
PV
I
S
T
A
=
7
+
6
2
.
0
2
EL
E
V
=
2
8
6
.
8
3
PVI STA: 2+26.06
PVI ELEV: 270.51
K: 12.00
LVC: 68.09
BV
C
S
:
1
+
9
2
.
0
2
BV
C
E
:
2
6
8
.
1
4
EV
C
S
:
2
+
6
0
.
1
1
EV
C
E
:
2
7
0
.
9
5
PVI STA: 6+61.24
PVI ELEV: 284.63
K: 7.00
LVC: 56.72
BV
C
S
:
6
+
3
2
.
8
8
BV
C
E
:
2
8
1
.
9
0
EV
C
S
:
6
+
8
9
.
6
0
EV
C
E
:
2
8
5
.
0
5
PVI STA: 1+53.26
PVI ELEV: 265.43
K: 14.00
LVC: 76.92
BV
C
S
:
1
+
1
4
.
8
0
BV
C
E
:
2
6
4
.
8
6
EV
C
S
:
1
+
9
1
.
7
2
EV
C
E
:
2
6
8
.
1
2
PVI STA: 5+67.25
PVI ELEV: 275.60
K: 14.00
LVC: 116.24
BV
C
S
:
5
+
0
9
.
1
3
BV
C
E
:
2
7
4
.
8
5
EV
C
S
:
6
+
2
5
.
3
7
EV
C
E
:
2
8
1
.
1
8
ST
A
=
0
+
5
0
.
0
1
(
J
E
A
N
L
O
U
I
S
E
)
EL
E
V
=
2
6
4
.
1
0
??
?
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
7
+
4
5
.
0
2
(
J
E
A
N
L
O
U
I
S
E
)
EL
E
V
=
2
8
6
.
4
0
ST
A
=
1
0
7
+
8
7
.
3
1
(
R
I
V
E
R
T
E
R
R
A
C
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
0
+
8
8
.
0
1
(
J
E
A
N
L
O
U
I
S
E
)
EL
E
V
=
2
6
4
.
4
7
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
8.00' PROPOSED
ADA CROSSING
1.50% CROSS SLOPE
12.00' PROPOSED
ADA CROSSING
2.09% CROSS SLOPE
N.T.S.
SW JEAN LOUISE RD 3-LANE CITY COLLECTOR
(NO PARKING)A1
2.50
78' R.O.W.
50' PAVEMENT
LC
R/W
2.50
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
TC CL - 0.18'TC CL - 0.18'
0.5'0.5'
MEDIAN/TURN LANE
14'
TRAVEL
12'
TRAVEL
12'
BIKE
6'
BIKE
6' 14'
WALKING/
FURNISHING
ZONE
R/W
14'
WALKING/
FURNISHING
ZONE
DRIVEWAY STATIONS
LOT
110
111
STREET STATION
3+57.04 (JEAN LOUISE), 25.00' L
3+57.04 (JEAN LOUISE), 25.00' R
WIDTH
25.00'
25.00'
1
2
26.00'
26.00'
2.50
78' R.O.W.
50' PAVEMENT
LC
R/W
N.T.S.
SW JEAN LOUISE RD RESIDENTIAL COLLECTOR
(PARKING ON BOTH SIDES)A2
2.50
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
TC CL - 0.18'TC CL - 0.18'
0.5'0.5'
TRAVEL
11'
TRAVEL
11'
BIKE
6'
BIKE
6'
PARK
8'
PARK
8' 14'
WALKING/
FURNISHING
ZONE
R/W
14'
WALKING/
FURNISHING
ZONE
S
C
2.
0
%
2.5%
4.
0
'
1.
5
%
4.
0
'
26
.
0
'
3+74.04 SW JEAN LOUISE RD =
GUTTER ELEV = 272.14
TOP OF CURB ELEV = 272.39
3+38.04 SW JEAN LOUISE RD =
GUTTER ELEV = 271.42
TOP OF CURB ELEV = 271.92
3+44.04 SW JEAN LOUISE RD =
GUTTER ELEV = 271.54
TOP OF CURB ELEV = 271.60
SW 272.31
SW 271.82
SW 271.73
SW 272.25
3+70.04 SW JEAN LOUISE RD =
GUTTER ELEV = 272.06
TOP OF CURB ELEV = 272.12FUTURE
PRIVATE
STREET
SW
J
E
A
N
L
O
U
I
S
E
R
D
6.
0
'
6.
8
%
6.
0
'
1.
5
%
6.
3
%
7.5%
1.5%
12.5'
1.5%
1.5%
1.5%
1.5%
3+79.13 SW JEAN LOUISE RD =
GUTTER ELEV = 272.24
TOP OF CURB ELEV = 272.24
3+84.63 SW JEAN LOUISE RD =
GUTTER ELEV = 272.35
TOP OF CURB ELEV = 272.85
2.
0
%
26
.
0
'
SW 271.82
SW 271.73
FUTURE
PRIVATE
STREET
6.
0
'
6.
0
'
1.
5
%
6.
3
%
1.5%
12.5'
1.5%
1.5%
SW 272.65
SW 272.76
5.5'SW 272.76
SW 272.87
3.
0
%
2.5%
4.
0
'
1.
5
%
4.
0
'
SW 272.31
SW 272.25
6.
8
%
7.5%
1.5%
1.5%
5.5'
3.
0
%
LOT 2 LOT 1
SW 272.65
SW 272.76
SW 272.76
SW 272.87
1.5%
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW JEAN LOUISE RD PER
TYPICAL STREET SECTIONS A1 & 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW -EAN LOUISE ROAD PLAN
SCALE: 1" = 40'
SW -EAN LOUISE ROAD PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
8
-
2
0
9
)
J
E
A
N
L
O
U
I
S
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
8
Ma
r
.
1
9
,
2
4
-
8:
4
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
RIVER TERRACE BLVD
SEE SHEET 201
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 1+27.77 - 5+20.04
RIVER TERRACE BLVD
SEE SHEET 201
STA: 5+20.04 - 6+74.01
JE
A
N
L
O
U
I
S
E
R
D
SE
E
S
H
E
E
T
2
0
9
STREET NOTES:
INSTALL 12' ADA ACCESSIBLE RAMP PER
DETAIL 128, D2.03.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.02.
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.02. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
1C
2
3
JEAN LOUISE PLAN &
PROFILE
208
DRIVEWAY DETAILS
SCALE: 1" = 10'
PG
E
64
4
PG
E
64
4
P
G
E
6
4
4
W
W
W
W
W
W
W
W W W W W W WWWWWW
S
D
SD SD SD SDSDSDSDSDSD
S
D
S
S
S
S
S
S
S
S
S
S
S
D
S
D
S
D
S
D
S
D
129 133132131130126128127 87 8485
19 20 21 22161718 23 574143423940
88 86
1
8.00'
PUE, TYP.
8+00 9+00 10+00 11+00 12+00 13+00 14+00
SW JEAN LOUISE ROAD
1 1 1
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
22
81A
EX SW
LORENZO LANE
6
SITE BOUNDARY
10
10
SW
1
6
6
T
H
AV
E
N
U
E
SW
1
6
6
T
H
AV
E
N
U
E
SW
1
6
5
T
H
AV
E
N
U
E
SW
1
6
5
T
H
AV
E
N
U
E
280
290
300
310
320
330
340
350
360
280
290
300
310
320
330
340
350
360
7+75 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+25
10.38%
8.00%
4.98%
10.68%
4.50%
5.28%
2.50%
4.50%
2.50%1.50%
PV
I
S
T
A
=
1
3
+
7
5
.
1
2
EL
E
V
=
3
2
4
.
2
8
PV
I
S
T
A
=
7
+
9
3
.
4
2
EL
E
V
=
2
8
7
.
6
1
PVI STA: 9+24.01
PVI ELEV: 297.17
K: 12.00
LVC: 70.50
BV
C
S
:
8
+
8
8
.
7
6
BV
C
E
:
2
9
3
.
5
1
EV
C
S
:
9
+
5
9
.
2
6
EV
C
E
:
2
9
8
.
7
5
PVI STA: 13+41.27
PVI ELEV: 322.59
K: 12.00
LVC: 36.19
BV
C
S
:
1
3
+
2
3
.
1
8
BV
C
E
:
3
2
1
.
1
5
EV
C
S
:
1
3
+
5
9
.
3
7
EV
C
E
:
3
2
3
.
5
0
PVI STA: 11+62.15
PVI ELEV: 313.03
K: 12.00
LVC: 74.15
BV
C
S
:
1
1
+
2
5
.
0
8
BV
C
E
:
3
0
9
.
0
7
EV
C
S
:
1
1
+
9
9
.
2
3
EV
C
E
:
3
1
4
.
7
0
PVI STA: 12+98.23
PVI ELEV: 319.15
K: 14.00
LVC: 49.00
BV
C
S
:
1
2
+
7
3
.
7
3
BV
C
E
:
3
1
8
.
0
5
EV
C
S
:
1
3
+
2
2
.
7
3
EV
C
E
:
3
2
1
.
1
1
PVI STA: 10+78.87
PVI ELEV: 304.13
K: 14.00
LVC: 86.51
BV
C
S
:
1
0
+
3
5
.
6
2
BV
C
E
:
3
0
2
.
1
9
EV
C
S
:
1
1
+
2
2
.
1
3
EV
C
E
:
3
0
8
.
7
5
PVI STA: 8+43.15
PVI ELEV: 288.78
K: 9.00
LVC: 70.88
BV
C
S
:
8
+
0
7
.
7
1
BV
C
E
:
2
8
7
.
8
9
EV
C
S
:
8
+
7
8
.
5
9
EV
C
E
:
2
9
2
.
4
5
ST
A
=
1
3
+
7
9
.
8
1
(
J
E
A
N
L
O
U
I
S
E
)
EL
E
V
=
3
2
4
.
5
3
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
ST
A
=
1
0
+
0
3
.
7
9
(
J
E
A
N
L
O
U
I
S
E
)
EL
E
V
=
3
0
0
.
7
6
ST
A
=
5
+
3
1
.
4
3
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
2
+
3
7
.
8
0
(
J
E
A
N
L
O
U
I
S
E
)
EL
E
V
=
3
1
6
.
4
3
ST
A
=
1
0
+
0
1
.
8
3
(
1
6
5
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
8.00' PROPOSED
ADA CROSSING
1.50% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.50% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
5.00% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.65% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
4.80% CROSS SLOPE
2.50
78' R.O.W.
50' PAVEMENT
LC
R/W
N.T.S.
SW JEAN LOUISE RD RESIDENTIAL COLLECTOR
(PARKING ON BOTH SIDES)A3
PLANT.
5'
2.50
PLANT.
5'
2
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MAX.
TC CL - 0.18'TC CL - 0.18'
0.5'
0.5'0.5'
TRAVEL
11'
TRAVEL
11'
BIKE
6'
BIKE
6'
PARK
8'
PARK
8'
WALK
8' PUE
8'
R/W
5:1 MAX
.
0.5'
PUE
8'
WALK
8'
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW JEAN LOUISE RD PER
TYPICAL STREET SECTION A3, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW -EAN LOUISE ROAD PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
0
8
-
2
0
9
)
J
E
A
N
L
O
U
I
S
E
P
&
P
.
d
w
g
-
S
H
E
E
T
:
20
9
Ma
r
.
1
9
,
2
4
-
8:
4
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
JE
A
N
L
O
U
I
S
E
R
D
SE
E
S
H
E
E
T
2
0
8
166TH AVE
SEE SHEET 204
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 8+19.01 - 13+36.59
165TH AVE
SEE SHEET 205
SW -EAN LOUISE ROAD PLAN
SCALE: 1" = 40'
165TH AVE
SEE SHEET 205
166TH AVE
SEE SHEET 203
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 1, SHEET D2.03.
INSTALL 8' ADA ACCESSIBLE RAMP PER DETAIL
128, D2.03.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.02.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
REMOVE EXISTING STREET BARRICADE.
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 13+36.59, 25.00' LT. (JEAN LOUISE)
END STA: 13+67.26, 14.48' LT. (JEAN LOUSIE)
START STA: 13+40.52, 25.00' RT. (JEAN LOUISE)
END STA: 13+67.26, 17.22' RT. (JEAN LOUSIE)
1
1A
2
6
8
10
JEAN LOUISE PLAN &
PROFILE
209
16
+
0
0
17+00
S
D
S
D
S
D
W W W W W W W W W W
W
W
W
W
W
W
W
W
W
SD SD SD SDSD
S
D
S
D
SS
SS SS SS SS SSSSSSSSSSSS
SS
S
S
S
S
S
S
SS
104 103 102 101 100
TR
A
C
T
M
TRACT H
697071
72
68
SW STREAMWOOD LANE
SW
1
6
6
T
H
AV
E
N
U
E
SW
1
6
5
T
H
AV
E
N
U
E
1 118.00'
PUE, TYP.
8.00'
PUE, TYP.
2 2 211
2
SW
R
I
V
E
R
T
E
R
R
A
C
E
BO
U
L
E
V
A
R
D
W
W
260
270
280
290
300
260
270
280
290
300
16+2517+0018+0019+0020+0021+0022+00
-1.24%-1.24%-0.89%
-0.89%
1.17%2.84%
PV
I
S
T
A
=
1
6
+
4
2
.
3
6
EL
E
V
=
2
7
5
.
6
0
PV
I
S
T
A
=
1
7
+
0
0
.
0
0
EL
E
V
=
2
7
4
.
8
9
PV
I
S
T
A
=
2
1
+
3
8
.
0
7
EL
E
V
=
2
7
1
.
7
7
PVI STA: 21+00.15
PVI ELEV: 271.33
K: 9.00
LVC: 18.55
BV
C
S
:
2
0
+
9
0
.
8
7
BV
C
E
:
2
7
1
.
4
1
EV
C
S
:
2
1
+
0
9
.
4
2
EV
C
E
:
2
7
1
.
4
4
LOW PT. STA: 20+98.87
LOW PT ELEV: 271.38
ST
A
=
1
6
+
7
4
.
5
6
(
S
T
R
E
A
M
W
O
O
D
)
EL
E
V
=
2
7
5
.
2
0
ST
A
=
1
6
+
7
4
.
5
6
(
1
6
5
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
8
+
9
9
.
7
6
(
S
T
R
E
A
M
W
O
O
D
)
EL
E
V
=
2
7
3
.
1
1
ST
A
=
1
2
+
1
5
.
6
7
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
1
+
5
7
.
3
6
(
S
T
R
E
A
M
W
O
O
D
)
EL
E
V
=
2
7
2
.
3
2
ST
A
=
1
1
4
+
7
4
.
5
6
(
R
I
V
E
R
T
E
R
R
A
C
E
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
5.00' PROPOSED
ADA CROSSING
1.17% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
0.89% CROSS SLOPE
5.00' PROPOSED
ADA CROSSING
0.89% CROSS SLOPE
2.50
TRAVEL
16'
SWPARKING
8'5'
54' R.O.W.
32' PAVEMENT
LC
R/W
N.T.S.
LOCAL RESIDENTIAL - STANDARD STREET
PARKING BOTH SIDES
PUE
8'
C
PLANT.
5'
2.50
R/W
PUE
8'
PLANT.
5'
SW
5'
1
D2.01CONCRETE SIDEWALK
PER DETAIL 120, SHEET D2.01.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET D2.01.
5:1 MA
X
.5:1 MAX.
TC CL + 0.05'TC CL + 0.05'
PARKING
8'
0.5'0.5'
0.5'0.5'
DRIVEWAY STATIONS
LOT
20
STREET STATION
16+48.03 (165TH), 16.00' R
WIDTH
16.00'TRACT K 12.00'
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW STREAMWOOD LN 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW STREAMWOOD LANE PLAN
SCALE: 1" = 40'
SW STREAMWOOD LANE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
1
0
)
S
T
R
E
A
M
W
O
O
D
P
&
P
.
d
w
g
-
S
H
E
E
T
:
21
0
Ma
r
.
1
9
,
2
4
-
8:
4
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
RIVER TERRACE BLVD
SEE SHEET 202
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE
RAMP PER DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL
170, SHEET D2.02.
CONSTRUCT 12' WIDE COMMERCIAL
DRIVEWAY WITH REINFORCED
6" THICK SIDEWALK & 3' WINGS PER
DETAIL 143, SHEET D2.02. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
1
2
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 16+74.56 - 21+57.36
165TH AVE
SEE SHEET 206
166TH AVE
SEE SHEET 204
RIVER TERRACE BLVD
SEE SHEET 202
STREAMWOOD PLAN
& PROFILE
210
11
1+00 2+00
S
D
W
W
W
W
W
SD
S
S
S
S
S
S
77
76
75
78
SITE BOUNDARY
SW TUSCANY STREET
SW
1
6
5
T
H
A
V
E
N
U
E
1 8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
2 8 6
10
10
SEE SUPERELEVATION DIAGRAM 1
280
290
300
310
280
290
300
310
0+75 1+00 2+00 2+75
11.00
%
1.49%0.56%
PV
I
S
T
A
=
1
+
1
4
.
5
0
EL
E
V
=
2
8
6
.
0
9
PVI STA: 1+85.79
PVI ELEV: 286.49
K: 9.00
LVC: 93.96
BV
C
S
:
1
+
3
8
.
8
1
BV
C
E
:
2
8
6
.
2
3
EV
C
S
:
2
+
3
2
.
7
7
EV
C
E
:
2
9
1
.
6
6
ST
A
=
1
+
0
0
.
0
0
(
T
U
S
C
A
N
Y
)
EL
E
V
=
2
8
5
.
8
8
ST
A
=
1
4
+
2
8
.
5
7
(
1
6
5
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
ST
A
=
2
+
4
4
.
1
5
(
T
U
S
C
A
N
Y
)
EL
E
V
=
2
9
2
.
9
1
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
5.00' PROPOSED
ADA CROSSING
0.56% CROSS SLOPE
EXISTING GROUND @
STREET CENTERLINE
2.50
SWTRAVEL
12' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
SW TUSCANY ST LOCAL RESIDENTIAL - SKINNY STREET
PARKING ON BOTH SIDES
PUE
6'
D
PLANT.
2.50
R/W
PUE
6'
PLANT.SW
5'
1
D2.01CONCRETE 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 + 0.07'TC CL + 0.07'
PARKING
8'
PARKING
8'
0.5'0.5'
5'5'
0.5'0.5'
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT SW TUSCANY ST PER TYPICAL
STREET SECTION D, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
SW TUSCANY STREET PLAN
SCALE: 1" = 40'
SW TUSCANY STREET PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
1
1
)
T
U
S
C
A
N
Y
P
&
P
.
d
w
g
-
S
H
E
E
T
:
21
1
Ma
r
.
1
9
,
2
4
-
8:
4
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
165TH AVE
SEE SHEET 206
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
STA: 1+00.00 - 2+44.15
165TH AVE
SEE SHEET 206
STREET NOTES:
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 1, SHEET D2.03.
INSTALL MONUMENT BOX PER DETAIL 170,
SHEET D2.02.
SAWCUT MIN. OF 1-FOOT INSIDE SOUND
EXISTING ASPHALT CONCRETE PAVEMENT AND
REMOVE. SEE PROFILE FOR STATIONING.
REMOVE EXISTING STREET BARRICADE.
PROPOSED CURB TAPER, SEE CURB RETURN
SHEETS FOR MORE DETAIL.
START STA: 1+89.25, 14.00' RT. (TUSCANY)
END STA: 2+29.25, 15.61' RT. (TUSCANY)
START STA: 1+91.90, 14.00' LT. (TUSCANY)
END STA: 2+29.26, 15.82' LT. (TUSCANY)
1
2
6
8
10
TUSCANY PLAN &
PROFILE
211
2.50%2.50%
CL
HALF SHED STA: 1+65.94
FLAT CROSS SLOPE STA: 1+90.94
FULL CROWN STA: 2+15.94
TO
C
E
L
E
V
:
28
7
.
6
3
TO
C
E
L
E
V
:
28
8
.
4
5
TO
C
E
L
E
V
:
29
0
.
0
7
CL
CLTO
C
E
L
E
V
:
28
6
.
9
5
TO
C
E
L
E
V
:
28
8
.
1
8
TO
C
E
L
E
V
:
29
0
.
0
7
SUPERELEVATION
DIAGRAM 1
2.50%0.00%
2.50%
2.50%
FULL SHED STA: 1+40.94
TO
C
E
L
E
V
:
28
7
.
3
4
CLTO
C
E
L
E
V
:
28
6
.
2
1
4.50%
4.50%
8.00'
PUE, TYP.
8.00'
PUE, TYP.
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
P
G
E
233
P
G
E
233
P
G
E
6
4
4
SD
SD
S
D
SD SD SD SDSDSDSDSDSD
SD SD SDSDSDSDSDSD
SS
SS
SS
SS SS SS SSSSSSSSSS
S
S
S
S
SS
S
S
104
103
102
101
100
105
TR
A
C
T
O
106 110 111108109 121113112107114116
TR
A
C
T
N
117 118 119 120 124122123 125
TRACT M
129
133
132
131
130
126
128
127
TRACT L
144 143 142 141 140 136139138137 134135
115
SW 166TH AVENUE
ALLEY 1
AL
L
E
Y
2
S
H
E
E
T
2
1
4
AL
L
E
Y
3
S
H
E
E
T
2
1
5
0+001+002+003+004+004+44
7
7
260
270
280
290
300
310
320
260
270
280
290
300
310
320
-0+250+001+002+003+004+004+75
-2.50%
-2.46%
-4.50%
PV
I
S
T
A
=
4
+
3
5
.
7
0
EL
E
V
=
2
7
3
.
7
0
ST
A
=
4
+
4
3
.
7
0
(
A
L
L
E
Y
1
)
EL
E
V
=
2
7
3
.
5
0
ST
A
=
1
+
3
0
.
0
0
(
A
L
L
E
Y
2
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
1
)
EL
E
V
=
2
9
3
.
1
6
ST
A
=
1
+
1
1
.
0
5
(
A
L
L
E
Y
3
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MAX
.5:1 MAX.
3
8.00'
PUE, TYP.
PG
E
64
4
W
W
W
W
W
SD
SD
SD SD SD SD SD SD
SS SS SS SS SS
S
S
S
S
SS
S
S
8.00'
PUE, TYP.
8.00'
PUE, TYP.
10
TR
A
C
T
E
14
30
19
20
21
22
16
TRACT F
17
18
TRACT D
23
6713815911 4512 3
25 29242827 3126
ALLEY 5AL
L
E
Y
1
0
S
H
E
E
T
2
1
6
SW 166TH AVENUE
SW
B
E
A
C
O
N
L
A
N
E
0+001+002+003+003+12
S
D
S
D
S
D
S
D
SEE DRIVEWAY DETAIL #1, THIS SHEET
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MAX
.5:1 MAX.
290
300
310
320
330
290
300
310
320
330
-0+250+001+002+003+003+25
-2.41%
-2.09%
PV
I
S
T
A
=
0
+
2
7
.
0
0
EL
E
V
=
3
0
1
.
6
4
PV
I
S
T
A
=
3
+
0
3
.
7
9
EL
E
V
=
2
9
5
.
8
5
ST
A
=
3
+
1
1
.
7
9
(
A
L
L
E
Y
5
)
EL
E
V
=
2
9
5
.
6
6
ST
A
=
2
+
1
1
.
5
1
(
A
L
L
E
Y
1
0
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
5
)
EL
E
V
=
3
0
1
.
5
1
ST
A
=
2
+
4
1
.
5
1
(
B
E
A
C
O
N
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
DRIVEWAY STATIONS
LOT
1661
STREET STATION
4+11.61 (166TH), 16.00' L
WIDTH
16.00'TRACT F
W
W
W
W
0+00
8.
1
%
2.5%25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION 5.5'
2.
5
%
1.5%9.5%
0.8%
4.2%
2.
5
%
8.
1
%
3.
0
'
16
.
0
'
3.
0
'
8.
1
%
2.1%
2+52.82 SW BEACON LANE =
GUTTER ELEV = 301.94
TOP OF CURB ELEV = 302.44
2+30.82 SW BEACON LANE =
GUTTER ELEV = 300.17
TOP OF CURB ELEV = 300.67
2+33.82 SW BEACON LANE =
GUTTER ELEV = 300.42
TOP OF CURB ELEV = 300.48TC 301.17
TC 301.58
SW 302.29
SW 301.01
SW 301.09
SW 302.37
2+49.82 SW BEACON LANE =
GUTTER ELEV = 301.71
TOP OF CURB ELEV = 301.77
TC 302.64
TC 301.36
ALLEY 5
SW
B
E
A
C
O
N
L
N
SCALE
1 INCH = 40 FEET
40 20 4000
ALLEY 1 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
1
2
)
A
L
L
E
Y
1
&
A
L
L
E
Y
5
P
&
P
.
d
w
g
-
S
H
E
E
T
:
21
2
Ma
r
.
1
9
,
2
4
-
8:
4
6
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
GENERAL NOTES:
1.CONSTRUCT ALLEY 1 & ALLEY 5 PER
TYPICAL STREET SECTION E1, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
ALLEY 1 PLAN
SCALE: 1" = 40'
ALLEY 1 - STA: 0+00.00 - 4+40.56
STREET NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.01. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
INSTALL DETECTABLE WARNING
SURFACE PER DETAIL RD759, SHEET
D2.03.
3
ALLEY PLAN
SCALE: 1" = 40'
ALLEY 5 - STA: 0+00.00 - 3+11.79
ALLEY PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
BEACON LN
SEE SHEET 207
BEACON LN
SEE SHEET 207
ALLEY 1 & ALLEY 5
PLAN & PROFILE
212
7
DRIVEWAY DETAIL 1
SCALE: 1" = 10'
8.00'
PUE, TYP.
PGE
644
PGE
644
PG
E
64
4
PG
E
64
4
P
G
E
6
4
4
W W W W W W W W W W W W
SD SD SDSDSDSD
SD
SD
SD
SD SD SDSDSDSDSDSD
SS SS SS SS SS SSSSSSSSSS
S
S
SS
SS SS SS SS SSSSSSSS
SS
SS
SS
8.00'
PUE, TYP.
TR
A
C
T
J
87
84
85
89
88
97 90
69
96
77
70
95
8376
71
94
8275
TR
A
C
T
K
8174
93
86
8073
99 92
79
98 91
78
68
TRACT I
SW 165TH AVENUE
SW 166TH AVENUE
ALLEY 4
AL
L
E
Y
7
S
H
E
E
T
2
1
4
AL
L
E
Y
8
S
H
E
E
T
2
1
5
0+001+002+003+004+004+24
S
D
7
7
270
280
290
300
310
320
270
280
290
300
310
320
-0+250+001+002+003+004+004+75
-3.60%-2.46%
-2.88%
-5.99%
-2.50%
PV
I
S
T
A
=
4
+
1
5
.
8
8
EL
E
V
=
2
7
4
.
0
9
PV
I
S
T
A
=
4
+
2
3
.
8
8
EL
E
V
=
2
7
3
.
8
9
PVI STA: 0+19.28
PVI ELEV: 296.77
K: 7.00
LVC: 16.72
BV
C
S
:
0
+
1
0
.
9
2
BV
C
E
:
2
9
7
.
0
8
EV
C
S
:
0
+
2
7
.
6
4
EV
C
E
:
2
9
6
.
2
7
PVI STA: 3+80.99
PVI ELEV: 275.10
K: 9.00
LVC: 28.05
BV
C
S
:
3
+
6
6
.
9
7
BV
C
E
:
2
7
5
.
9
4
EV
C
S
:
3
+
9
5
.
0
2
EV
C
E
:
2
7
4
.
6
9
ST
A
=
4
+
2
3
.
8
8
(
A
L
L
E
Y
4
)
EL
E
V
=
2
7
3
.
8
9
ST
A
=
2
+
1
7
.
0
0
(
A
L
L
E
Y
7
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
4
)
EL
E
V
=
2
9
7
.
3
8
ST
A
=
2
+
2
2
.
0
1
(
A
L
L
E
Y
8
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
0+001+002+002+89
8.00'
PUE, TYP.
P
G
E
6
4
4
P
G
E
6
4
4
W W W W W W W W
W
W
W
W
W
SD
SD SD SD SD SD
SS SS SS SS SS
SS
SS
SS SS SS SS SS SS
SS
3
TRACT G
46 474544 504948
35363738 33
41
34 32
43
42
39
40
SW
B
E
A
C
O
N
L
A
N
E
SW 165TH AVENUE
SW 166TH AVENUE
ALLEY 6
AL
L
E
Y
9
S
H
E
E
T
2
1
6
8.00'
PUE, TYP.8.00'
PUE, TYP.
8.00'
PUE, TYP.
SD
S
D
STA = 0+51.50
ELEV = 314.87
SEE DRIVEWAY DETAIL #1, THIS SHEET
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
305
310
320
330
340
305
310
320
330
340
-0+250+001+002+003+003+25
-2.41%
-1.56%
PV
I
S
T
A
=
0
+
2
1
.
5
0
EL
E
V
=
3
1
5
.
3
4
PV
I
S
T
A
=
2
+
8
1
.
4
2
EL
E
V
=
3
1
1
.
2
8
ST
A
=
2
+
8
9
.
4
2
(
A
L
L
E
Y
6
)
EL
E
V
=
3
1
1
.
0
8
ST
A
=
2
+
2
2
.
0
1
(
A
L
L
E
Y
9
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
6
)
EL
E
V
=
3
1
5
.
1
6
ST
A
=
4
+
7
0
.
5
2
(
B
E
A
C
O
N
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
DRIVEWAY STATIONS
LOT
1662
STREET STATION
3+89.60 (166TH), 16.00' R
WIDTH
16.00'TRACT I
0+00
9.
3
%
2.5%
25.0'
CROSS SLOPE
TRANSITION 5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'2.
5
%
1.5%9.5%
4.0%
0.0%2.
5
%
9.
3
%
3.
0
'
16
.
0
'
3.
0
'
4+59.84 SW BEACON LANE =
GUTTER ELEV = 313.73
TOP OF CURB ELEV = 314.23
4+81.84 SW BEACON LANE =
GUTTER ELEV = 315.77
TOP OF CURB ELEV = 316.27
4+78.84 SW BEACON LANE =
GUTTER ELEV = 315.43
TOP OF CURB ELEV = 315.49
TC 315.33
TC 314.88
SW 314.53
SW 316.01
SW 316.09
SW 314.61
4+62.84 SW BEACON LANE =
GUTTER ELEV = 313.95
TOP OF CURB ELEV = 314.01
9.
3
%
TC 314.86
1.6%
TC 316.34
SW
B
E
A
C
O
N
L
A
N
E
ALLEY 6
STA = 0+51.50
ELEV = 314.87
SCALE
1 INCH = 40 FEET
40 20 4000
ALLEY 4 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
1
3
)
A
L
L
E
Y
4
&
A
L
L
E
Y
6
P
&
P
.
d
w
g
-
S
H
E
E
T
:
21
3
Ma
r
.
1
9
,
2
4
-
8:
4
7
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
GENERAL NOTES:
1.CONSTRUCT ALLEY 4 & ALLEY 6 PER
TYPICAL STREET SECTION E1, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
ALLEY 4 PLAN
SCALE: 1" = 40'
ALLEY 4 - STA: 0+00.00 - 4+23.88
STREET NOTES:
ALLEY 6 PLAN
SCALE: 1" = 40'
ALLEY 6 - STA: 0+00.00 - 2+89.42
ALLEY 6 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
BEACON LN
SEE SHEET 207
ALLEY 4 & ALLEY 6
PLAN & PROFILE
213
CONSTRUCT COMMERCIAL DRIVEWAY
PER DETAIL 143, SHEET D2.01. SEE
TABLE THIS SHEET FOR DRIVEWAY
INFORMATION.
INSTALL DETECTABLE WARNING
SURFACE PER DETAIL RD759, SHEET
D2.03.
3
7
DRIVEWAY DETAIL 1
SCALE: 1" = 10'
16
+
0
0
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
P
G
E
5
7
7
P
G
E
6
4
4
PG
E
64
4
S
D
S
D
S
D
S
D
SD SD SD
S
D
SD SD SD
S
D
W
W
W
W
W
W
W
W
W
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSS
104 103 102 101 100
105
106
TR
A
C
T
M
TRACT L
TRACT I
697071
72
7399
68
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
3
8.00'
PUE, TYP.
2+420+00 1+00 2+00
1+00 2+00 3+00 3+34ALLEY 2 ALLEY 7
AL
L
E
Y
1
AL
L
E
Y
4
3
5 3
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SD
W
W
W
SEE DRIVEWAY DETAIL #1, THIS SHEETSEE DRIVEWAY DETAIL #2, THIS SHEET
SEE DRIVEWAY DETAIL
#3, THIS SHEET
260
270
280
290
300
260
270
280
290
300
0+25 1+00 2+00 2+75
-0.50%0.50%
PV
I
S
T
A
=
0
+
4
0
.
0
0
EL
E
V
=
2
7
3
.
0
5
PV
I
S
T
A
=
1
+
4
0
.
0
0
EL
E
V
=
2
7
3
.
5
5
PV
I
S
T
A
=
2
+
1
5
.
5
0
EL
E
V
=
2
7
3
.
1
8
ST
A
=
1
+
3
0
.
0
0
(
A
L
L
E
Y
2
)
EL
E
V
=
2
7
3
.
5
0
ST
A
=
4
+
4
3
.
7
0
(
A
L
L
E
Y
1
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
4
2
.
0
0
(
A
L
L
E
Y
2
)
EL
E
V
=
2
7
2
.
9
4
ST
A
=
1
0
+
9
7
.
8
3
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
260
270
280
290
300
260
270
280
290
300
0+75 1+00 2+00 3+00 3+75
0.80%
5.68%
PV
I
S
T
A
=
1
+
2
6
.
3
7
EL
E
V
=
2
7
3
.
1
7
PV
I
S
T
A
=
3
+
0
7
.
5
0
EL
E
V
=
2
7
8
.
0
5
PVI STA: 2+37.11
PVI ELEV: 274.05
K: 9.00
LVC: 43.86
BV
C
S
:
2
+
1
5
.
1
8
BV
C
E
:
2
7
3
.
8
8
EV
C
S
:
2
+
5
9
.
0
5
EV
C
E
:
2
7
5
.
3
0
ST
A
=
1
+
0
0
.
0
0
(
A
L
L
E
Y
7
)
EL
E
V
=
2
7
2
.
9
3
ST
A
=
1
0
+
9
8
.
6
7
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
1
7
.
0
0
(
A
L
L
E
Y
7
)
EL
E
V
=
2
7
3
.
8
9
ST
A
=
4
+
2
3
.
8
8
(
A
L
L
E
Y
4
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
+
3
4
.
0
0
(
A
L
L
E
Y
7
)
EL
E
V
=
2
7
7
.
8
4
ST
A
=
1
5
+
6
6
.
3
6
(
1
6
5
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
DRIVEWAY STATIONS
LOT
1652
1665
1666
STREET STATION
15+66.36 (165TH), 16.00' L
10+97.83 (166TH), 16.00' L
10+98.67 (166TH), 16.00' R
WIDTH
16.00'
16.00'
16.00'
TRACT S
TRACT M
TRACT M
TRACT I
2+42
1+00
0.
8
%
2.5%25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
2.
5
%
1.5%9.5%
1.6%
0.3%
2.
5
%
0.
8
%
3.
0
'
16
.
0
'
3.
0
'
11+09.67 SW 166TH AVE =
GUTTER ELEV = 272.36
TOP OF CURB ELEV = 272.86
10+87.67 SW 166TH AVE =
GUTTER ELEV = 272.53
TOP OF CURB ELEV = 273.03
10+90.67 SW 166TH AVE =
GUTTER ELEV = 272.51
TOP OF CURB ELEV = 273.57 TC 273.83
TC 273.38
SW 272.97
SW 273.09
SW 273.17
SW 273.05
11+06.67 SW 166TH AVE =
GUTTER ELEV = 272.39
TOP OF CURB ELEV = 272.45
0.
8
%
TC 273.31 TC 273.33
GUTTER/RIM 273.08
0.8%
TC 273.43
ALLEY 7
SW
1
6
6
T
H
A
V
E
2+422+00
1+00
SW
1
6
6
T
H
A
V
E
ALLEY 2 0.
8
%
2.5%25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
2.
5
%
1.5%9.5%
1.2%
5.1%
2.
5
%
0.
5
%
3.
0
'
1
6
.
0
'
3.
0
'
11+08.83 SW 166TH AVE =
GUTTER ELEV = 272.35
TOP OF CURB ELEV = 272.85
10+86.83 SW 166TH AVE =
GUTTER ELEV = 272.58
TOP OF CURB ELEV = 273.08
10+89.83 SW 166TH AVE =
GUTTER ELEV = 272.56
TOP OF CURB ELEV = 272.62TC 273.76
TC 273.34
SW 273.01
SW 273.14
SW 273.22
SW 273.09
11+05.83 SW 166TH AVE =
GUTTER ELEV = 272.43
TOP OF CURB ELEV = 272.49
0.
5
%
TC 273.34
0.5%
TC 273.47
SW
1
6
6
T
H
A
V
E
3+00 3+34
5.
6
%
2.5%25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
2.
5
%
1.5%9.5%
4.8%
2.
5
%
6.
8
%
3.
0
'
16
.
0
'
3.
0
'
6+87.74 SW 165TH AVE =
GUTTER ELEV = 276.82
TOP OF CURB ELEV = 277.32
15+55.36 SW 165TH AVE =
GUTTER ELEV = 278.06
TOP OF CURB ELEV = 278.56
15+58.36 SW 165TH AVE =
GUTTER ELEV = 277.87
TOP OF CURB ELEV = 277.93TC 277.09
TC 276.68
SW 277.54
SW 278.45
SW 278.53
SW 277.62
15+74.36 SW 165TH AVE =
GUTTER ELEV = 276.96
TOP OF CURB ELEV = 277.02
6.
8
%
TC 277.89
TC 278.80
ALLEY 7
SW
1
6
5
T
H
A
V
E
5.7%
6.8%
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT ALLEY 2 & ALLEY 7 PER
TYPICAL STREET SECTION E1, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
ALLEY 2 & ALLEY PLAN
SCALE: 1" = 40'
ALLEY 2 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
1
4
)
A
L
L
E
Y
2
&
A
L
L
E
Y
7
P
&
P
.
d
w
g
-
S
H
E
E
T
:
21
4
Ma
r
.
1
9
,
2
4
-
8:
4
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
RIVER TERRACE BLVD
SEE SHEET 202
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
ALLEY 2 - STA: 0+40.00 - 2+15.00
165TH AVE
SEE SHEET 206
166TH AVE
SEE SHEET 204
RIVER TERRACE BLVD
SEE SHEET 202
ALLEY 1
SEE SHEET 212
ALLEY 4
SEE SHEET 213
166TH
SEE SHEET 204
165TH
SEE SHEET 206
ALLEY PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
ALLEY 7 - STA: 1+27.00 - 3+12.50
STREET NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.02. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT 6" STANDARD CURB AT END OF
DRIVE PER DETAIL 126, SEE SHEET D2.01.
3
5
ALLEY 2 & ALLEY 7
PLAN & PROFILE
214
DRIVEWAY DETAIL 1
SCALE: 1" = 10'
DRIVEWAY DETAIL 2
SCALE: 1" = 10'
DRIVEWAY DETAIL 2
SCALE: 1" = 10'
PGE
644
PGE
644
PG
E
64
4PGE
644
P
G
E
6
4
4
PG
E
64
4
P
G
E
5
7
7
S
D
S
D
W
W
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
S
SS SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
ALLEY 3
8.00'
PUE, TYP.
0+00 1+00 2+00 2+28
1+00 2+00 3+00 3+44ALLEY 8
AL
L
E
Y
1
AL
L
E
Y
4
5
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.8.00'
PUE, TYP.
124
123
125
129 133132131130126128127
TRACT L
134
135
87 8485
89
TRACT I
83
86883
3 5SEE DRIVEWAY DETAIL #1, THIS SHEET
SEE DRIVEWAY DETAIL
#2, THIS SHEET
295.20
295.62
275
280
290
300
310
320
275
280
290
300
310
320
-0+25 0+00 1+00 2+00 2+50
3.19%
3.30%
PV
I
S
T
A
=
0
+
3
1
.
5
4
EL
E
V
=
2
9
0
.
6
2
PV
I
S
T
A
=
1
+
9
6
.
6
8
EL
E
V
=
2
9
5
.
9
9
ST
A
=
1
+
1
1
.
0
5
(
A
L
L
E
Y
3
)
EL
E
V
=
2
9
3
.
1
6
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
1
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
2
3
.
0
5
(
A
L
L
E
Y
3
)
EL
E
V
=
2
9
5
.
7
1
ST
A
=
6
+
5
5
.
4
4
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
290
300
310
320
290
300
310
320
0+75 1+00 2+00 3+00 3+25
3.06%
4.32%
PV
I
S
T
A
=
1
+
3
2
.
0
0
EL
E
V
=
2
9
4
.
6
1
PV
I
S
T
A
=
2
+
9
7
.
3
3
EL
E
V
=
3
0
0
.
6
1
PVI STA: 2+22.01
PVI ELEV: 297.36
K: 9.00
LVC: 11.37
BV
C
S
:
2
+
1
6
.
3
2
BV
C
E
:
2
9
7
.
1
9
EV
C
S
:
2
+
2
7
.
6
9
EV
C
E
:
2
9
7
.
6
1
ST
A
=
1
+
0
5
.
0
0
(
A
L
L
E
Y
8
)
EL
E
V
=
2
9
4
.
4
9
ST
A
=
6
+
7
3
.
4
4
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
2
2
.
0
1
(
A
L
L
E
Y
8
)
EL
E
V
=
2
9
7
.
3
8
ST
A
=
0
+
0
0
.
0
0
(
A
L
L
E
Y
4
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
DRIVEWAY STATIONS
LOT
1663
1664
STREET STATION
6+55.25 (166TH), 16.00' L
6+73.63 (166TH), 16.00' R
WIDTH
16.00'
16.00'
TRACT S
TRACT M
2+28
1+00
SW
1
6
6
T
H
A
V
E
6.
8
%
2.5%25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
2.
5
%
1.5%9.5%
2.5%
5.1%
2.
5
%
6.
8
%
3.
0
'
16
.
0
'
3.
0
'
6+87.74 SW 166TH AVE =
GUTTER ELEV = 293.24
TOP OF CURB ELEV = 293.74
6+62.74 SW 166TH AVE =
GUTTER ELEV = 294.74
TOP OF CURB ELEV = 295.24
6+65.74 SW 166TH AVE =
GUTTER ELEV = 294.53
TOP OF CURB ELEV = 294.59 TC 295.82
TC 295.37
SW 294.02
SW 295.11
SW 295.19
SW 294.10
6+81.75 SW 166TH AVE =
GUTTER ELEV = 293.44
TOP OF CURB ELEV = 293.50
6.
8
%
TC 294.36
TC 294.48
GUTTER/RIM 294.23
3.1%
TC 295.55
ALLEY 8
2+00 2+28
1+00
3.
0
'
6.
8
%
2.5%
25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION 5.5'
2.
5
%
1.5%9.5%
2.
5
%
6.
8
%
3.
0
'
1
6
.
0
'
3.
0
'
6+66.12 SW 166TH AVE =
GUTTER ELEV = 294.54
TOP OF CURB ELEV = 295.04
6+44.12 SW 166TH AVE =
GUTTER ELEV = 296.04
TOP OF CURB ELEV = 296.54
6+47.12 SW 166TH AVE =
GUTTER ELEV = 295.84
TOP OF CURB ELEV = 295.90TC 295.62
TC 295.20
SW 295.33
SW 296.42
SW 296.50
SW 295.41
6+63.12 SW 166TH AVE =
GUTTER ELEV = 294.75
TOP OF CURB ELEV = 294.81
6.
8
%
TC 295.66
3.3%
TC 296.75
SW
1
6
6
T
H
A
V
E
ALLEY 3
295.20
295.62
1.8%
4.5%
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT ALLEY 3 & ALLEY 8 PER
TYPICAL STREET SECTION E1, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
ALLEY 3 & ALLEY 8 PLAN
SCALE: 1" = 40'
ALLEY 3 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
2
1
5
)
A
L
L
E
Y
3
&
A
L
L
E
Y
8
P
&
P
.
d
w
g
-
S
H
E
E
T
:
21
5
Ma
r
.
1
9
,
2
4
-
8:
4
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
RIVER TERRACE BLVD
SEE SHEET 202
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
ALLEY 3 - STA: 0+31.54 - 1+96.05
165TH AVE
SEE SHEET 205
166TH AVE
SEE SHEET 203
RIVER TERRACE BLVD
SEE SHEET 201
166TH
SEE SHEET 204
165TH
SEE SHEET 206
ALLEY 8 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
ALLEY 8 - STA: 1+32.00 - 2+97.33
STREET NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.02. SEE TABLE T HIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT 6" STANDARD CURB AT END OF
DRIVE PER DETAIL 126, SEE SHEET D2.01.
3
5
ALLEY 1
SEE SHEET 212
ALLEY 4
SEE SHEET 213
ALLEY 3 & ALLEY 8
PLAN & PROFILE
215
DRIVEWAY DETAIL 1
SCALE: 1" = 10'
DRIVEWAY DETAIL 2
SCALE: 1" = 10'
PG
E
64
4
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
S
D
SD SD SD
S
D
S
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
SS SS
S
S
S
S
S
S
SS
8.00'
PUE, TYP.
TRACT E
14
TRACT G
19 20 21 2216
TRACT F
17 18
TR
A
C
T
D
23
13
15
25
24
4438
41 434239405
3
8.00'
PUE, TYP.
3 3
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.8.00'
PUE, TYP.
1+00 2+00 3+00 3+28
3+441+00 2+00 3+00
S
D
SEE DRIVEWAY DETAIL #1, THIS SHEET
ALLEY 10
ALLEY 9
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
AL
L
E
Y
5
AL
L
E
Y
6
SEE DRIVEWAY DETAIL #2, THIS SHEET
SEE DRIVEWAY DETAIL #3, THIS SHEET
285
290
300
310
320
330
285
290
300
310
320
330
1+00 2+00 3+00 3+50
7.81%
PV
I
S
T
A
=
1
+
3
1
.
0
0
EL
E
V
=
2
8
9
.
3
7
PV
I
S
T
A
=
2
+
9
6
.
4
6
EL
E
V
=
3
0
2
.
2
9
ST
A
=
2
+
1
1
.
5
1
(
A
L
L
E
Y
1
0
)
EL
E
V
=
2
9
5
.
6
6
ST
A
=
3
+
1
1
.
7
9
(
A
L
L
E
Y
5
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
+
2
3
.
5
2
(
A
L
L
E
Y
1
0
)
EL
E
V
=
3
0
2
.
0
2
ST
A
=
4
+
1
1
.
7
9
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
300
310
320
330
340
300
310
320
330
340
0+75 1+00 2+00 3+00 3+75
8.15%
PV
I
S
T
A
=
1
+
3
2
.
0
0
EL
E
V
=
3
0
3
.
7
5
PV
I
S
T
A
=
3
+
1
1
.
9
0
EL
E
V
=
3
1
8
.
4
1
ST
A
=
1
+
0
5
.
0
0
(
A
L
L
E
Y
9
)
EL
E
V
=
3
0
3
.
5
1
ST
A
=
3
+
8
9
.
4
2
(
1
6
6
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
2
2
.
0
1
(
A
L
L
E
Y
9
)
EL
E
V
=
3
1
1
.
0
8
ST
A
=
2
+
8
9
.
4
2
(
A
L
L
E
Y
6
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
3
+
3
9
.
0
1
(
A
L
L
E
Y
9
)
EL
E
V
=
3
1
8
.
3
1
ST
A
=
8
+
5
9
.
8
2
(
1
6
5
T
H
)
IN
T
E
R
S
E
C
T
I
O
N
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
TRAVEL
9.5'
TRAVEL
9.5'
20' TRACT
19' PAVEMENT
LC
2.50
TYPE A MOUNTABLE CURB PER
DETAIL ON SHEET D2.01
TYPE B MOUNTABLE CURB
PER DETAIL ON SHEET D2.01
N.T.S.
PRIVATE ALLEY
NO PARKINGE1
PUE
3'
PUE
3'
LINE
PROPERTY
LINE
PROPERTY
TBC CL + 0.05
3
D2.01
TBC CL + 0.46
0.5'0.5'
5:1 MA
X
.5:1 MAX.
DRIVEWAY STATIONS
LOT
1651
1661
1662
STREET STATION
8+59.64 (165TH), 16.00' L
4+11.61 (166TH), 16.00' L
3+89.60 (166TH), 16.00' R
WIDTH
16.00'
16.00'
16.00'
TRACT F
TRACT I
TRACT I
3+28
1+00
6.
7
%
2.5%
25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
2.
5
%
1.5%9.5%
7.0%
9.5%
2.
5
%
6.
7
%
3.
0
'
16
.
0
'
3.
0
'
4+00.73 SW 166TH AVE =
GUTTER ELEV = 302.27
TOP OF CURB ELEV = 302.77
3+78.73 SW 166TH AVE =
GUTTER ELEV = 303.74
TOP OF CURB ELEV = 304.24
3+81.73 SW 166TH AVE =
GUTTER ELEV = 303.54
TOP OF CURB ELEV = 303.60 TC 306.20
TC 305.75
SW 303.05
SW 304.12
SW 304.20
SW 303.13
3+97.73 SW 166TH AVE =
GUTTER ELEV = 302.47
TOP OF CURB ELEV = 302.53
6.
7
%
TC 303.39
TC 303.71
GUTTER/RIM 303.46
8.1%
TC 304.46
ALLEY 9
SW
1
6
6
T
H
A
V
E
3+443+00
4.
8
%
2.5%25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
1.5%9.5%
3.
0
'
1
6
.
0
'
3.
0
'
8+70.50 SW 165TH AVE =
GUTTER ELEV = 317.34
TOP OF CURB ELEV = 317.84
8+48.50 SW 165TH AVE =
GUTTER ELEV = 318.40
TOP OF CURB ELEV = 318.90
8+51.50 SW 165TH AVE =
GUTTER ELEV = 318.25
TOP OF CURB ELEV = 318.31TC 316.87
TC 316.46
SW 318.07
SW 318.83
SW 318.91
SW 318.15
8+67.50 SW 165TH AVE =
GUTTER ELEV = 317.49
TOP OF CURB ELEV = 317.55
TC 318.42
8.1%
TC 319.18
SW
1
6
5
T
H
A
V
E
4.
8
%
4.
8
%
2.
5
%
2.
5
%
7.8%
9.2%
ALLEY 9
TRACT F 3+00 3+28
1+00
SW
1
6
6
T
H
A
V
E
2.5%
25.0'
CROSS SLOPE
TRANSITION
5.0'
25.0'
CROSS SLOPE
TRANSITION
5.5'
2.
5
%
1.5%9.5%
2.
5
%
3.
0
'
1
6
.
0
'
3.
0
'
4+22.48 SW 166TH AVE =
GUTTER ELEV = 300.91
TOP OF CURB ELEV = 301.41
4+00.48 SW 166TH AVE =
GUTTER ELEV = 302.32
TOP OF CURB ELEV = 302.82
4+03.48 SW 166TH AVE =
GUTTER ELEV = 302.12
TOP OF CURB ELEV = 302.18TC 300.85
TC 300.44
SW 301.67
SW 302.70
SW 302.78
SW 301.75
4+19.48 SW 166TH AVE =
GUTTER ELEV = 301.09
TOP OF CURB ELEV = 301.15
TC 302.02
7.8%
TC 303.05
6.3%
8.8%
6.
7
%
6.
7
%
6.
7
%
ALLEY 10
SCALE
1 INCH = 40 FEET
40 20 4000
GENERAL NOTES:
1.CONSTRUCT ALLEY 9 & ALLEY 10 PER
TYPICAL STREET SECTION E1, 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 CARRIES. CONTRACTOR SHALL
COORDINATE.
ALLEY & ALLEY 10 PLAN
SCALE: 1" = 40'
ALLEY 10 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
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1
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9
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a
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s
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5
a
s
b
u
i
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s
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4
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.
(
2
1
6
)
A
L
L
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9
&
A
L
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1
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P
&
P
.
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:
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6
Ma
r
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1
9
,
2
4
-
8:
5
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
RIVER TERRACE BLVD
SEE SHEET 201
LEGEND:
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
ALLEY 10 - STA: 1+26.46 - 2+96.46
165TH AVE
SEE SHEET 205
166TH AVE
SEE SHEET 203
RIVER TERRACE BLVD
SEE SHEET 201
166TH
SEE SHEET 203
165TH
SEE SHEET 205
ALLEY PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
ALLEY 9 - STA: 1+32.00 - 3+11.90
STREET NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY PER
DETAIL 143, SHEET D2.02. SEE TABLE THIS
SHEET FOR DRIVEWAY INFORMATION.
CONSTRUCT 6" STANDARD CURB AT END OF
DRIVE PER DETAIL 126, SEE SHEET D2.01.
3
5
ALLEY 5
SEE SHEET 212
ALLEY 6
SEE SHEET 213
ALLEY 9 & ALLEY 10
PLAN & PROFILE
216
DRIVEWAY DETAIL 1
SCALE: 1" = 10'
DRIVEWAY DETAIL 2
SCALE: 1" = 10'
DRIVEWAY DETAIL 3
SCALE: 1" = 10'
11
4
+
0
0
11
5
+
0
0
21+00
1.1%
0.9%0
.
8
%
6.
7
%
6.
2
%
1
.
1
%
8.0%
7.
5
%
7.
2
%
1.5%
1.0%
2.9
%
6
.
7
%
1
.
0
%
2.1%
1.
0
%
1.
0
%
1.1%
1.1%
1
.
5
%
SW 272.07
TC 271.95
SW 271.64
GUT 271.57
SW 271.59
GUT 271.53 SW 272.00
GUT 271.43
SW 271.67
TC 271.85
SW 271.60
SW 271.55
SW 271.50
SW 271.55
GUT 271.14
GUT 271.10
SW 271.62
SW 271.59
0.6%
0.7%0.
7
%
0.6%
0.8%
1.0%
1.0%
5.
4
%
7.
6
%
1.
2
%
1.
4
%
0.
4
%
7.
3
%
0.
7
%
3.
2
%
0.
6
%
2.
6
%
1.5%
1.0%
1.
0
%
7
.
5
%
7
.
4
%
1.4%
0.9%
6.9
%
4.9
%
1.
3
%
1.
2
%
1
.
5
%
1.0%
1.0%7.5%
7.1%
2.5%
2.
5
%
2.5%
2.
5
%
0.3%
0.5%
1.
4
%
1.
7
%
1.
9
%
1.5%
0.7%
1
.
0
%
1
.
0
%
1.5
%
1.
5
%
0.8%
1.5%
0.7%
0.7%
6.
7
%
6.
7
%
1.5%
0.6
%
0.
6
%
SW 271.89 TC/SW 271.71
SW 272.15
SW 272.21 TC/SW 271.87
GUT 271.51SW 271.63
GUT 271.58
SW 271.69
TC/SW 272.16
SW 272.29
TC 272.20
SW 272.39
TC/SW 272.50
SW 272.57
GUT 272.07
SW 272.10
GUT 272.12SW 272.16
SW 272.69
TC/SW 272.61
SW 271.62
SW 271.71
SW 271.64
GUT 271.13
GUT 271.24
SW 271.68
SW 271.62
SW 272.59
SW 272.53
SW 272.66SW 272.59
GUT 271.98
GUT 272.05
SW 272.83
SW 272.92
2.5%
2.5%
C1
C2
C3
C4
C5
2.5%
6.
3
%
6.
2
%
SW STREAMWOOD LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
11
4
+
0
0
11
5
+
0
0
1.
0
%
5
.
7
%
1.
0
%
1.
0
%
SW 271.58
TC 271.55
TC 271.49
PRC 272.11 HP
3/4
272.00
1/2
271
.
9
0
1/
4
27
1
.
7
9
PC
27
1
.
6
7
PC 272.55
1/4
272
.
3
6
1
/
2
2
7
2
.
0
5
3
/
4
2
7
1
.
7
4
PT
27
1
.
5
8
PC271.82
PC271.93
PC
272.08
PC
272.
1
5
PR
C
272
.
2
0
1/4
272.
2
5
1/2
272.29
3/4272.37
TC272.63
STA = 115+35.90
ELEV = 271.66
STA = 115+19.12
ELEV = 271.84
ELEV = 272.32
STA = 114+50.99
ELEV = 272.57
STA = 114+33.64
ELEV = 272.75
STA = 114+25.99
ELEV = 272.82
STA = 21+16.35
ELEV = 271.52
STA = 21+06.43
ELEV = 271.41
PC272.46
STA = 115+45.90
ELEV = 271.56
PT 271.84
1/2 271.92
STA = 115+34.15
ELEV = 271.68
CURB RETURN TABLE
CURVE
C1
C2
C3
C4
C5
LENGTH
30.55'
12.48'
44.31'
41.52'
39.23'
RADIUS
100.00'
100.00'
103.00'
25.00'
25.00'
DELTA
17°30'06"
7°08'57"
24°39'02"
95°09'47"
89°54'16"
CHORD
30.43'
12.47'
43.97'
36.91'
35.33'
BEARING
S08°51'03"W
S21°10'34"W
S12°25'32"W
N42°24'50"W
N45°03'08"E
START STATION END STATION
115+35.90, 11.50' L (RIVER TERRACE)114+92.60, 16.73' L (RIVER TERRACE)
114+92.60, 16.73' L (RIVER TERRACE)114+50.99, 25.50' L (RIVER TERRACE)
115+19.16, 12.50' R (RIVER TERRACE)
114+33.64, 26.50' R (RIVER TERRACE)
21+16.35, 16.00' R (STREAMWOOD)
21+06.43, 16.00' L (STREAMWOOD)
114+92.60, 16.73' L (RIVER TERRACE)115+35.90, 11.50' L (RIVER TERRACE)
n:
\
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1
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2
4
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8:
5
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P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - RIVER TERRACE BLVD & STREAMWOOD LN
SCALE: 1" = 10'
CURB RETURNS
CR1
19+00 12
+
1
6
12
+
0
0
GUT 272.48
7
.
5
%
7
.
4
%
1
.
0
%
1
.
0
%
1.3%
1.3%
1.
5
%
1.2%
2.
5
%
2.0%0.7%
2.
5
%
0.4%
6.
0
%
7.
6
%
1.3%
1.
0
%
1.
0
%
1.5%
1.3%
0.
9
%
1.
1
%
1.0%
1.
5
%
1.0%
0
.
9
%
0
.
9
%
7.1%
7.5%
1.0%
1.0%
0.
9
%
0.
9
%
7.5%
7.2%
1.5%
1.3
%
0.8
%
SW 272.85
SW 272.78
GUT 272.46
SW 272.83
SW 272.90 SW 272.82
SW 272.87
SW 272.83
SW 272.78
GUT 272.41
GUT 272.45
GUT 272.79
GUT 272.83
SW 273.20
SW 273.16 SW 273.21
SW 273.25
SW 273.49
SW 273.56
SW 273.51SW 273.44
GUT 273.07
GUT 273.13
0
.
8
%
2.
5
%
1.3%
2.
5
%
0.
7
%
0.0%
C6 C7
SW STREAMWOOD LN
SW
1
6
6
T
H
A
V
E
0.
8
%
1.6%
1.9%
GUT 273.07GUT 273.02GUT 272.41GUT 272.37
1.
5
%
1.
5
%
0.6%
0.5%2.2%
2.3%
1.
5
%
1.
1
%
1.
1
%
1.0%
1.0%
7.
5
%
7.
5
%
2.3%
2.2%
0.5%
0.4%
1.
5
%
0.8%
1.
3
%
1.
3
%
0.8%
7.
5
%
7.
5
%
SW 273.50SW 273.45
SW 273.45SW 273.39 SW 273.78
SW 273.85
SW 273.54
SW 273.47
SW 273.20
SW 273.12
SW 272.89
SW 272.81
SW 272.81
SW 272.75
SW 272.85
SW 272.78
0.9%0.9%
1.
5
%
1.
5
%
2.
5
%
2.
5
%
2.
5
%
2.
5
%
0.6%
0
.
5
%
0
.
5
%
2.5%2.5%
1.
2
%
2.5%
1.
2
%
0.
6
%
PC
27
2
.
9
1
1/
4
27
2
.
9
6
1/2
(
H
P
)
273
.
0
0
3/4
272.9
3
PT272.84
PT
27
3
.
6
4
3
/
4
2
7
3
.
5
0
1
/
2
2
7
3
.
4
1
1/4
273
.
3
2
PC 273.23
TC
27
2
.
5
8
TC272.64
STA = 19+65.76
ELEV = 272.52
STA = 19+40.76
ELEV = 272.75 ELEV = 273.11 STA = 18+58.76
ELEV = 273.48 STA = 18+33.76
ELEV = 273.70
STA = 11+74.67
ELEV = 272.41
STA = 11+49.67
ELEV = 272.54
TC 273.07
STA = 19+39.09
ELEV = 272.76
STA = 19+34.09
ELEV = 272.81
STA = 18+65.43
ELEV = 273.42
STA = 18+60.43
ELEV = 273.46
TC
27
3
.
8
1
TC272.78 TC 272.78
STA = 11+24.67
ELEV = 272.73
STA = 11+54.67
ELEV = 272.50
TC272.61
TC
27
2
.
3
5
CURB RETURN TABLE
CURVE
C6
C7
LENGTH
39.27'
39.27'
RADIUS
25.00'
25.00'
DELTA
90°00'00"
90°00'00"
CHORD
35.36'
35.36'
BEARING
S44°59'44"E
S45°00'16"W
START STATION END STATION
19+40.76, 16.00' L (STREAMWOOD)
18+58.76, 16.00' L (STREAMWOOD)
11+74.67, 16.00' L (166TH)
11+74.67, 16.00' R (166TH)
n:
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1
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,
2
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8:
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1
P
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - STREAMWOOD LN & 166TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR2
17+00
3+00 3+34
16
+
0
0
17+00
2.
5
%
2.5%
1.0%
C9
C8
2.
5
%
2.5%
2.5%2.5%
2.
7
%
SW STREAMWOOD LN
SW
1
6
5
T
H
A
V
E
SW 275.00
SW 274.93
SW 275.57
SW 275.50
1.
5
%
1.3
%
SW 275.28
SW 275.211.
5
%
C68
PT
27
5
.
1
3
3/4
275
.
2
9
1/2
275.44
1/4
275.60
P
R
C
2
7
5
.
7
5
3/
4
27
5
.
7
9
1/2
275
.
8
3
1/4
275.88
PC 275.98
STA = 17+06.76
ELEV = 274.83
TC
27
4
.
8
4
STA = 16+18.19
ELEV = 275.92
STA = 2+47.00
ELEV = 274.70
CURB RETURN TABLE
CURVE
C8
C9
C68
LENGTH
20.84'
86.57'
39.27'
RADIUS
25.00'
36.00'
25.00'
DELTA
47°46'18"
137°46'34"
90°00'00"
CHORD
20.25'
67.17'
35.36'
BEARING
S23°53'25"W
S21°06'43"E
S44°59'44"E
START STATION END STATION
16+81.20, 29.21' R (165TH)16+36.70, 24.20' R (165TH)
16+36.70, 24.20' R (165TH)16+18.19, 16.00' R (165TH)
16+42.36, 16.00' R (STREAMWOOD)16+42.36, 16.00' L (165TH)
n:
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1
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,
2
4
-
8:
5
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - STREAMWOOD LN & 165TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR3
1+00 2+00
4+
0
0
4+
4
4
C10 C11
2.
5
%
2.
5
%
2.5%2.5%
ALLEY 2
AL
L
E
Y
1
2.
8
%
0.5%0.5%TC
27
3
.
7
8
TC
27
3
.
6
8
1/
4
27
4
.
0
4
1/
2
274
.
3
1
3/4
274.5
6
3
/
4
2
7
4
.
1
7
1
/
2
2
7
4
.
5
0
1/4
274
.
8
0
PT274.74 PC 275.14
PC
27
3
.
8
0
PT
27
3
.
8
9
STA = 1+60.00
ELEV = 273.45
STA = 1+00.00
ELEV = 273.35
STA = 4+13.70
ELEV = 274.69
CURB RETURN TABLE
CURVE
C10
C11
LENGTH
33.77'
33.77'
RADIUS
21.50'
21.50'
DELTA
90°00'00"
90°00'00"
CHORD
30.41'
30.41'
BEARING
N44°59'44"W
N45°00'16"E
START STATION END STATION
1+60.00, 8.50' R (ALLEY 2)
1+00.00, 8.50' R (ALLEY 2)4+13.70, 8.50' L (ALLEY 1)
4+13.70, 8.50' R (ALLEY 1)
n:
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1
9
,
2
4
-
8:
5
1
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - ALLEY 2 & ALLEY 1
SCALE: 1" = 10'CURB RETURNS
CR4
4+
0
0
4+
2
4
2+00
C12 C13
ALLEY 7
AL
L
E
Y
4
2.
5
%
2.5%
2.
5
%
2.5%
0.8%
2.
8
%
2.7%
1/
4
27
4
.
2
4
3/4
274.6
1
1/2
27
4
.
4
4
1/4
275
.
1
4
1
/
2
2
7
5
.
1
1
3
/
4
2
7
5
.
1
2
PC
27
4
.
1
0
PT274.78 PC 275.18
PT
27
5
.
1
5
STA = 2+47.00
ELEV = 274.70
STA = 1+87.00
ELEV = 273.65
STA = 3+93.88
ELEV = 274.73
CURB RETURN TABLE
CURVE
C12
C13
LENGTH
33.77'
33.77'
RADIUS
21.50'
21.50'
DELTA
90°00'00"
90°00'00"
CHORD
30.41'
30.41'
BEARING
S44°59'44"E
S45°00'16"W
START STATION END STATION
1+87.00, 8.50' R (ALLEY 7)
2+47.00, 8.50' R (ALLEY 7)
3+93.88, 8.50' L (ALLEY 4)
3+93.88, 8.50' R (ALLEY 4)
n:
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Ma
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1
9
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2
4
-
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5
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P
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - ALLEY 7 & ALLEY 4
SCALE: 1" = 10'
CURB RETURNS
CR5
1+00 2+00
14
+
0
0
15
+
0
0
C14
C15
0.0%
1.5%
1.5%
0.0%
4.
5
%
4.
5
%
2.
5
%
2.
5
%
3.2%
1.2%
3.
7
%
6.
2
%
7.5%
3.7%
0
.
7
%
4
.
2
%
1.2%
1.2%
0
.
7
%
7.
1
%
6.
9
%
1.6%
1.
5
%
1.5%
1.
2
%
1.
0
%
5.
4
%
7.
1
%
1.2%
4.9%
7.1%
1.
2
%
3.
3
%
1.1%
1.1%
1.
2
%
4.8
%
3.7
%
7
.
3
%
7
.
4
%
1
.
1
%
1
.
1
%
1.5
%
1
.
5
%
0.7%
0.9%
SW 287.05
SW 286.97
SW 287.60
SW 287.67
4.4%
1.7%
SW 285.97
SW 286.03
SW 285.98
SW 285.91
GUT 285.55 GUT 285.62
GUT 284.38
GUT 284.62 SW 284.81
SW 284.77 SW 284.83
SW 284.87
SW 287.18
SW 287.24
GUT 286.79
GUT 286.85
SW 287.22
SW 287.27
SW 288.02
SW 287.96
SW 288.02
SW 288.08
GUT 287.61
GUT 287.77
1.0%
1.6%
1.
5
%
1.
5
%
1.9%
4.0%
4.
5
%
3.1%
7.5%
7.
0
%
GUT 283.82
SW 284.20
GUT 284.09
SW 284.25
SW 285.29
2.5%
2.5%
SW
1
6
5
T
H
A
V
E
3.
4
%
SW 283.68
7.
2
%
3.
3
%
SW 283.75
SW 285.37
1.5%
1.5%
1.0%
1.0%
1.
3
%
1.
0
%
1.
4
%
4.
5
%
3.1%
7.5%
6.
7
%
GUT 286.96
SW 287.33
GUT 287.22
SW 287.38
SW 288.37
2.5%
2.5%
3.
2
%
SW 286.85
6.
8
%
3.
0
%
SW 286.93
SW 288.45
1.5%
1.5%
1.0%
1.0%
1.
0
%
1.
0
%
1.
4
%
SW 284.25
SW 284.30
SW 287.38
SW 287.43
4.
5
%
4.
5
%
2.5%
2.5%
2.5%
2.5%
5
.
5
%
7
.
1
%
SW 285.42
SW 285.36
3.6%
SW 287.27
4.7%
2.
5
%
0.
0
%
SW 288.04
SW 288.12 SW 290.00
SW 289.93
SW 290.29
SW 290.43
EX SW 290.80
EX SW 290.82
EX SW 291.76
EX SW/TC 291.62
1.
5
%
1.
5
%
SW 288.44
SW 288.51
0.
3
%
2.
8
%
1.
5
%
EX SW 291.03
EX SW/TC 290.90
2.
6
%
EX SW 290.65
EX SW 290.66
0.
1
%
SW 289.94
SW 290.28
SW 290.01
1.
5
%
5.9%
5.9%
8.1%
8.1%
4.1%
4.1%
3.6%
3.6%
3.6%
5.0%
2.8
%
7.5%
7.1%
7.5%
5.9%
1
.
5
%
7.5%
5.7%
6.0%
4.0%
2.
5
%
2.5%
2.5%
2.5%
2.5%
2.5%
PT 284.87
3/4
285.2
8
1/2
28
5
.
7
0
1/
4
28
6
.
0
5
PC
28
6
.
2
1
PT
28
7
.
3
4
3
/
4
2
8
7
.
4
4
1
/
2
2
8
7
.
7
3
1/4
288
.
0
6
PC 288.38
STA = 14+92.63
ELEV = 282.84
STA = 14+67.63
ELEV = 284.12
STA = 13+89.63
ELEV = 287.63
STA = 13+64.63
ELEV = 288.77
ELEV = 285.88
STA = 1+40.94
ELEV = 286.24
STA = 14+65.55
ELEV = 284.21
STA = 14+60.55
ELEV = 284.44
STA = 13+95.93
ELEV = 287.35
STA = 13+90.93
ELEV = 287.57
STA = 1+90.94
ELEV = 288.03
STA = 15+17.63
ELEV = 281.26
STA = 13+39.63
ELEV = 290.26
STA = 14+10.94
ELEV = 286.67
STA = 13+75.93
ELEV = 288.25
STA = 1+65.94
ELEV = 286.79
STA = 2+15.94
ELEV = 289.97
STA = 1+91.90
ELEV = 288.09
STA = 1+89.25
ELEV = 287.93
STA = 2+27.00
ELEV = 291.04
TC
28
6
.
9
5
TC
28
8
.
2
0
TC
28
7
.
6
3
TC
28
8
.
4
5
TC
29
0
.
0
7
TC
28
8
.
3
6
TC 288.41
TC 289.19
TC 290.31
TC288.30
TC287.86
TC286.78
TC285.22
TC283.61
TC282.89 TC 283.31
TC 281.31TC281.31
TC290.31
TC288.83
GUTTERPAN TO HAVE ADVERSE GRADE
BETWEEN STATIONS 1+40.94 TO 1+65.94
CURB RETURN TABLE
CURVE
C14
C15
LENGTH
39.31'
39.23'
RADIUS
25.00'
25.00'
DELTA
90°05'33"
89°54'27"
CHORD
35.38'
35.33'
BEARING
S45°02'30"E
S44°57'30"W
START STATION END STATION
14+67.63, 16.00' R (165TH)
13+89.63, 16.00' R (165TH)
1+41.06, 14.00' L (TUSCANY)
1+40.94, 14.00' R (TUSCANY)
n:
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5
.
(
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)
C
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B
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T
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N
S
.
d
w
g
-
S
H
E
E
T
:
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6
Ma
r
.
1
9
,
2
4
-
8:
5
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100CURB RETURN - TUSCANY ST & 165TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR6
0+
0
0
1+00
C16
C17
AL
L
E
Y
1
ALLEY 3
2.5%2.5%
2.
5
%
2.
5
%
3.2%
3.3%
4.
5
%
1/
4
29
3
.
7
9
1/2
293
.
3
0
3/4
292.8
4
1/4
292.
1
0
1
/
2
2
9
2
.
1
5
3
/
4
2
9
2
.
2
8
PC
29
4
.
2
1
PT 292.41PC292.04
PT
29
2
.
2
6
STA = 0+30.35
ELEV = 291.96
STA = 0+29.65
ELEV = 291.99
STA = 0+81.39
ELEV = 292.21
STA = 1+41.39
ELEV = 294.16
ELEV = 293.16
CURB RETURN TABLE
CURVE
C16
C17
LENGTH
33.52'
34.02'
RADIUS
21.50'
21.50'
DELTA
89°20'08"
90°39'52"
CHORD
30.23'
30.58'
BEARING
N44°40'20"E
N45°19'40"W
START STATION END STATION
1+41.39, 8.50' L (ALLEY 3)
0+81.39, 8.50' L (ALLEY 3)0+29.65, 8.50' L (ALLEY 1)
0+30.35, 8.50' R (ALLEY 1)
n:
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8:
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - ALLEY 3 & ALLEY 1
SCALE: 1" = 10'
CURB RETURNS
CR7
0+
0
0
2+00
3+00
C18 C19
AL
L
E
Y
4
ALLEY 8
2.5%2.5%
2.
5
%
2.
5
%
PC
29
8
.
7
1
1/
4
29
8
.
1
6
1/2
297
.
6
1
3/4
297.0
7
PT 296.54PC296.20
1/4
296
.
2
7
1
/
2
2
9
6
.
3
4
3
/
4
2
9
6
.
4
2
PT
29
6
.
5
0
STA = 0+30.35
ELEV = 296.11
STA = 0+29.65
ELEV = 296.15
STA = 1+92.35
ELEV = 296.45
STA = 2+52.36
ELEV = 298.67
ELEV = 297.38
CURB RETURN TABLE
CURVE
C18
C19
LENGTH
33.52'
34.02'
RADIUS
21.50'
21.50'
DELTA
89°20'08"
90°39'52"
CHORD
30.23'
30.58'
BEARING
N44°40'20"E
N45°19'40"W
START STATION END STATION
0+29.65, 8.50' L (ALLEY 4)
0+30.35, 8.50' R (ALLEY 4)2+52.36, 8.50' L (ALLEY 8)
1+92.35, 8.50' L (ALLEY 8)
n:
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1
9
,
2
4
-
8:
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2
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - ALLEY 8 & ALLEY 4
SCALE: 1" = 10'
CURB RETURNS
CR8
10
7
+
0
0
10
8
+
0
0
7+00
8+00
C24
C23
C22
C21
C20
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
1.
0
%
0.
5
%
1.5%
0.5%
0.
8
%
1.0%
1.
0
%
0.
8
%
0.5%
1.0%
1.
8
%
4.3%
4.1%1
.
6
%
0
.
9
%
1
.
1
%
1
.
5
%
1.0%
1.2%
4
.
1
%
7
.
0
%
1.
1
%
1.
2
%
0.9%
1.5%
1.0%
1.
2
%
1.
1
%
1.1%
2.5%1.0%
2.
5
%
2.
5
%
2.
5
%
2.
5
%
2.5%
1.1%
1
.
6
%
1
.
1
%
0.8%
1.7%
1
.
2
%
1
.
2
%
0.9%
1.
5
%
3.9
%
6.8
%
1.2%
1.
0
%
1.2%
0.
9
%
1.5
%
4.0%
5.2%
1.
1
%
1.
5
%
0.
5
%
2.0%
0.5%
0.5%
1
.
8
%
1
.
7
%
0.
8
%
SW 284.93
SW 284.99
GUT 284.86
GUT 284.98
SW 285.04
SW 285.01
SW 284.90
SW 284.53
SW 284.43
GUT 284.84
GUT 284.65
10
7
+
0
0
10
8
+
0
0
GUT 285.71
GUT 285.83
SW 286.38
SW 286.43
SW 286.44
SW 286.52
SW 287.49
SW 287.40 SW 287.47
SW 287.57
GUT 287.33
GUT 287.24
1.0%
0.5%
GUT 287.32
GUT 287.19
SW 287.39 SW 287.47
SW 287.56
SW 287.49
SW 286.54
SW 286.46
SW 286.38 SW 286.46
GUT 285.74
GUT 285.83
0.5%
1
.
0
%
0.5%
1.
2
%
2.
0
%
0.9%
SW 285.11SW 285.16
SW 284.96
SW 284.80 SW 284.95
SW 284.49
SW 284.61
SW 284.73
1.3%
1.2%
1.4%
1.
5
%
1.
5
%
1.
5
%
SW 284.77
TC 284.40
SW 284.58
SW 284.70
SW 285.06
SW 285.22
SW 285.17
SW 284.94
GUT 284.90
GUT 284.70
GUT 285.04
GUT 284.95
0
.
8
%
1.
5
%
1.
5
%
1.9%
2.
0
%
1.0%1.0%1.0%1.0%
0.5%
1.
7
%
1.1
%
0.8%
0.5%
1.
5
%
1.
5
%
1.0%
0.8%
1.9%
1.9%
SW 284.46
1.
5
%
SW 285.05 SW 284.99
SW 285.10
SW 285.02
SW 284.95
SW 285.07
SW 284.82
SW 284.94
2.
5
%
0.
5
%
SW 284.94
1.
3
%
4.
1
%
6.8%
3.9%SW 286.96
SW 287.01
7.
0
%
SW 287.01
SW 286.96
PC284.84 PT 285.70
PC284.98
PC 285.89
STA = 108+57.92
ELEV = 284.99
STA = 107+17.73
ELEV = 285.12STA = 107+16.07
ELEV = 285.09
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW JEAN LOUISE RD
SW 285.97 SW 286.06
3.
0
%
3.
0
%
1.5%
SW 288.15
SW 288.26
5.0%
5.4%
1.
4
%
SW 285.91
SW 285.82
1.5%
4.
0
%
4.
0
%
SW 288.17
SW 288.29
4.7%
5.2%
1.
5
%
0.0%0.0%
SEE SUPERELEVATION DETAIL 1 FOR
PAVEMENT TRANSITION INFORMATION
SEE SUPERELEVATION DETAIL 2 FOR
PAVEMENT TRANSITION INFORMATION
TC 285.51TC284.69
1/2
284.
9
7
PR
C
28
5
.
0
8
1/2
285.
2
2
PT285.32
PC285.37
1/4
285
.
6
0
1
/
2
2
8
5
.
5
8
3
/
4
2
8
5
.
3
5
PT
28
5
.
1
3
PC
28
5
.
1
0
1/
2
28
4
.
9
3
PRC
284.7
61/
2
28
4
.
6
5
PT
28
4
.
5
3
1/
2
28
5
.
7
6
P
R
C
2
8
5
.
8
4
1/
2
28
5
.
9
7
PC 286.14
PT 286.20
3/4
286.55
1/2
287
.
0
7
1/
4
28
7
.
5
9
PC
28
7
.
8
4
PC
28
8
.
0
9
1
/
2
2
8
8
.
0
7
PR
C
28
8
.
0
5
1
/
2
2
8
7
.
9
9
PT
28
7
.
9
0
PC
28
4
.
5
2
1
/
2
2
8
4
.
6
4
PR
C
28
4
.
7
6
1
/
2
2
8
4
.
9
3
PT
28
5
.
0
9
PC 28
5
.
1
0
1/
4
28
5
.
4
2
1/2
285
.
7
3
3/4
285.6
4
PT285.37
PC285.33
1/
2
28
5
.
1
9
P
R
C
2
8
5
.
0
7
1/
2
28
5
.
0
0
1/2
285.
9
7
PR
C
28
6
.
0
2
1/2
286.
0
2
PT 286.02
PC 286.09
1/4
286.
5
2
1
/
2
2
8
7
.
1
2
3
/
4
2
8
7
.
6
3
PT
28
7
.
8
6
PC
28
7
.
9
1
1/
2
28
8
.
1
4
PRC
288.5
1
1/
2
28
8
.
0
4
PT
28
8
.
0
8
ELEV = 286.40
STA = 8+18.05
ELEV = 288.21
STA = 8+16.04
ELEV = 288.14
STA = 6+73.90
ELEV = 284.64
TC
28
8
.
1
3
SW 284.76SW 284.88
1.
4
%
1
.
3
%
6
.
5
%
7
.
2
%
3.
8
%
3.
9
%
0.5%1.0%
1.
3
%
0.
5
%
0.
5
%
SW 285.10
SW 285.11
0.
5
%
0.
5
%
SW 285.23
0.
5
%
0.
5
%
SW 285.17
1.0%1.0%
CURB RETURN TABLE
CURVE
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
LENGTH
7.85'
7.85'
59.19'
8.14'
8.14'
8.14'
8.14'
60.19'
7.85'
7.85'
8.14'
8.14'
60.19'
7.85'
7.85'
7.85'
7.85'
59.19'
8.14'
8.14'
RADIUS
7.50'
7.50'
38.00'
7.50'
7.50'
7.50'
7.50'
38.00'
7.50'
7.50'
7.50'
7.50'
38.00'
7.50'
7.50'
7.50'
7.50'
38.00'
7.50'
7.50'
DELTA
59°59'52"
59°59'52"
89°14'24"
62°10'48"
62°10'39"
62°10'48"
62°10'48"
90°45'36"
59°59'52"
59°59'52"
62°10'48"
62°10'48"
90°45'36"
59°59'51"
59°59'51"
59°59'52"
59°59'52"
89°14'24"
62°10'48"
62°10'48"
CHORD
7.50'
7.50'
53.38'
7.75'
7.75'
7.75'
7.75'
54.10'
7.50'
7.50'
7.75'
7.75'
54.10'
7.50'
7.50'
7.50'
7.50'
53.38'
7.75'
7.75'
BEARING
N29°53'56"W
N29°53'56"W
N44°43'12"E
S59°34'12"E
S59°34'07"E
S58°15'00"W
S58°15'00"W
N45°16'48"W
N30°05'56"E
N30°05'56"E
N58°15'00"E
N58°15'00"E
S45°16'48"E
S30°05'56"W
S30°05'56"W
N29°53'56"W
N29°53'56"W
N44°43'12"E
S59°34'12"E
S59°34'12"E
START STATION END STATION
108+57.92, 25.50' L (RIVER TERRACE)
108+51.43, 21.75' L (RIVER TERRACE)108+44.93, 18.00' L (RIVER TERRACE)
108+41.57, 18.00' L (RIVER TERRACE)
108+51.43, 21.75' L (RIVER TERRACE)
108+43.07, 19.00' R (RIVER TERRACE)
108+44.93, 19.00' R (RIVER TERRACE)
108+51.43, 22.75' R (RIVER TERRACE)
108+51.43, 22.75' R (RIVER TERRACE)
108+57.92, 26.50' R (RIVER TERRACE)
107+17.73, 26.50' R (RIVER TERRACE)107+24.22, 22.75' R (RIVER TERRACE)
107+24.22, 22.75' R (RIVER TERRACE)107+30.72, 19.00' R (RIVER TERRACE)
107+33.06, 19.00' R (RIVER TERRACE)
107+16.07, 25.50' L (RIVER TERRACE)107+22.56, 21.75' L (RIVER TERRACE)
107+22.56, 21.75' L (RIVER TERRACE)107+29.06, 18.00' L (RIVER TERRACE)
107+31.56, 18.00' L (RIVER TERRACE)
6+73.90, 25.00' R (JEAN LOUISE)
6+80.52, 21.03' R (JEAN LOUISE)
6+80.52, 21.03' R (JEAN LOUISE)
6+87.17, 17.00' R (JEAN LOUISE)
6+87.81, 17.00' R (JEAN LOUISE)
6+74.01, 25.00' L (JEAN LOUISE)6+80.64, 21.00' L (JEAN LOUISE)
6+80.64, 21.00' L (JEAN LOUISE)6+87.27, 17.00' L (JEAN LOUISE)
6+89.25, 17.00' L (JEAN LOUISE)
8+18.05, 25.00' L (JEAN LOUISE)
8+11.42, 21.00' L (JEAN LOUISE)
8+11.42, 21.00' L (JEAN LOUISE)
8+04.78, 17.00' L (JEAN LOUISE)
8+02.26, 17.00' L (JEAN LOUISE)
8+16.04, 25.00' R (JEAN LOUISE)8+09.41, 21.00' R (JEAN LOUISE)
8+09.41, 21.00' R (JEAN LOUISE)8+02.77, 17.00' R (JEAN LOUISE)
8+00.80, 17.00' R (JEAN LOUISE)
2.5%1.0%
10
9
+
0
0
PC284.84 PT 285.70
STA = 108+57.92
ELEV = 284.99
STA = 108+82.92
ELEV = 284.04
STA = 109+07.92
ELEV = 282.58
0.0%
2.5%
TC 285.51
TC 284.46
TC 282.39TC282.39
TC283.84
TC284.69
2.5%
1.1%
10
7
+
0
0
PC284.98
PC 285.89
STA = 107+17.73
ELEV = 285.12STA = 107+16.07
ELEV = 285.09
STA = 106+92.73
ELEV = 284.74
STA = 106+67.73
ELEV = 284.62
0.0%
2.5%
STA = 106+74.52
ELEV = 284.61
TC 285.16
TC 284.45
TC 284.42TC284.42
TC284.41
TC284.55
n:
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p
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4
8
-
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0
5
\
0
9
d
r
a
w
i
n
g
s
\
0
5
a
s
b
u
i
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t
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\
s
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e
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - JEAN LOUISE RD & RIVER TERRACE BLVD
SCALE: 1" = 10'
CURB RETURNS
CR9
SUPERELEVATION DETAIL 1
SCALE: 1" = 10'
SUPERELEVATION DETAIL 2
SCALE: 1" = 10'
10+00
5+
0
0
6+
0
0
PT 300.94
PT299.70
C40
C41
C43
4.5%4.5%
2.
5
%
2.
5
%
4.5%4.5%
2.
5
%
2.
5
%
1.0%
0.9%
1.
0
%
1.0%
1.0%
1.
1
%
1.5%
1.
5
%
1.0%
1
.
0
%
1
.
0
%
4
.
1
%
7
.
5
%
1.1%
4.5%
2.8
%
2.0
%
7.5%
7.4%
1
.
1
%
1.9
%
1.4%
1.3%
5
.
5
%
7
.
5
%
0.
0
%
0.
0
%0.7
%
1.5%
1.5%
3.
5
%
0.
4
%
1
.
5
%
4.5%
1.
1
%
PC299.65
7.
5
%
4.
7
%
4.0%
1
.
5
%
1.
0
%
1.
0
%
1.0%
1.1%
1
.
7
%
2
.
3
%
0.7%
1.0%
0.8%
1
.
3
%
1
.
2
%
0.7%
1.2
%
1
.
0
%
3
.
7
%
0
.
8
%
1.5%
0
.
0
%
0
.
3
%
0
.
7
%
5.1
%
7.5%
1.0%
1.0%
1.5%1.
0
%
1.
1
%
7.2%
7.0%
1.
5
%
PC 301.01
4.4%
STA = 5+81.91
ELEV = 299.76
STA = 5+80.96
ELEV = 299.77
STA = 4+80.95
ELEV = 299.82
SW 299.22
SW 299.16
SW 299.21
SW 299.26
SW 298.90
SW 298.85
SW 298.76
SW 298.82
SW 298.81
SW 298.87
SW 298.90
SW 298.95
SW 299.32
SW 299.26
SW 299.22
SW 299.27
SW 300.85
SW 300.91
SW 300.93
SW 300.99
SW 301.99
SW 302.07
SW 302.07
SW 301.99
SW 301.96 SW 302.03
SW 302.03
SW 301.98
SW 300.92
SW 300.97
SW 301.03
SW 300.97
SW 304.09
SW 304.21
SW 299.77
SW 299.85
SW 299.09
SW 299.16
SW 297.53
SW 297.65
SW 304.13
SW 304.01
SW 300.26
SW 300.19
SW 300.90
SW 300.97
GUT 298.43
GUT 298.66
GUT 298.38
GUT 298.58
GUT 299.11
GUT 299.18
GUT 300.53
GUT 300.61
GUT 301.77
GUT 301.99
GUT 301.82
GUT 302.05
GUT 300.54
GUT 300.46GUT 299.17
GUT 299.22
1.0%
2.
5
%
2.
5
%
2.5%1.5%
STA = 4+81.90
ELEV = 299.83
1.5%
4.
3
%
3.
9
%
1.
7
%
STA = 4+55.95
ELEV = 300.06
STA = 4+56.90
ELEV = 300.04
STA = 6+06.91
ELEV = 298.92
1.5%1.5%
1
.
2
%
2.8%
SW 299.13
SW 301.49
7.5
%
SW 299.05
2.3
%
7.5
%
SW 301.51
SW 297.46
SW 297.58
2.
5
%
2.
5
%
1.
5
%
1.
5
%
2.5%2.5%
2.
5
%
0.
5
%
0.
5
%
5.
0
%
4.
3
%
4.
6
%
5.2%
5.1%
5.7%
5.5%
5.2%
5.8%
2.5%
0.
1
%
0.
1
%
0.
0
%
7.9%
9.0%
5.5%
1.
5
%
1.
5
%
9.3%
8.1%
5.6%
SW JEAN LOUISE ROAD
SW JEAN LOUISE ROAD
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
6
T
H
A
V
E
N
U
E
C42
SEE SUPERELEVATION DETAIL 1 FOR
PAVEMENT TRANSITION INFORMATION
SEE SUPERELEVATION DETAIL 2 FOR
PAVEMENT TRANSITION INFORMATION
TC298.97 TC 299.70
TC300.11
TC 300.82
4.
3
%
PT
29
8
.
8
8
3
/
4
2
9
9
.
3
2
1
/
2
2
9
9
.
7
6
1/4
299.
7
6
3/4
301.1
8
1/2
301
.
6
7
1/
4
30
2
.
1
5
PC
30
2
.
6
0
PC
29
8
.
8
3
3/4
299.56
1/2
299
.
4
3
1/
4
29
9
.
1
8
3
/
4
3
0
2
.
0
8
1
/
2
3
0
1
.
5
9
1/4
301
.
1
4
PT
30
2
.
5
5
STA = 9+63.36
ELEV = 298.94
STA = 9+62.20
ELEV = 298.88
STA = 10+45.37
ELEV = 302.66
STA = 10+44.21
ELEV = 302.60
STA = 9+38.36
ELEV = 297.63
STA = 9+37.20
ELEV = 297.56
STA = 10+70.37
ELEV = 304.18
STA = 10+69.21
ELEV = 304.10
TC
29
7
.
4
6
TC
29
7
.
3
9
TC
30
3
.
9
3
TC
30
4
.
0
1
TC 300.80TC299.63
TC
30
2
.
3
3
CURB RETURN TABLE
CURVE
C40
C41
C42
C43
LENGTH
38.98'
39.56'
40.51'
38.98'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
89°20'08"
90°39'52"
92°51'04"
89°20'08"
CHORD
35.15'
35.56'
36.22'
35.15'
BEARING
S44°40'20"W
S45°19'40"E
N44°12'15"W
S44°40'20"W
START STATION END STATION
10+44.21, 25.00' R (JEAN LOUISE)
9+62.20, 25.00' R (JEAN LOUISE)
9+63.36, 25.00' L (JEAN LOUISE)
10+45.37, 25.00' L (JEAN LOUISE)
5+80.96, 16.00' L (166TH)
5+81.91, 16.00' R (166TH)
4+80.95, 16.00' R (166TH)
4+80.95, 16.00' L (166TH)
PT299.70
4.5%4.5%
PC 301.01
STA = 4+80.95
ELEV = 299.82
2.5%
STA = 4+81.90
ELEV = 299.83
STA = 4+55.95
ELEV = 300.06
STA = 4+56.90
ELEV = 300.04
2.5%SW
1
6
6
T
H
A
V
E
N
U
E
STA = 4+31.90
ELEV = 300.89
STA = 4+06.90
ELEV = 302.34
0.0%
2.5%
TC300.11
TC 300.82
TC 301.31
TC 302.40
TC300.94
TC302.40
PT 300.944.5%4.5%PC299.65
STA = 5+81.91
ELEV = 299.76
STA = 5+80.96
ELEV = 299.77
STA = 6+06.91
ELEV = 298.92
2.5%2.5%
SW
1
6
6
T
H
A
V
E
N
U
E
STA = 6+31.91
ELEV = 297.32
0.0%
2.5%
STA = 6+56.91
ELEV = 295.61
TC298.97 TC 299.70
TC 297.74
TC 295.67
TC297.37
TC295.67
n:
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p
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2
4
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - JEAN LOUISE RD & 166TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR10
SUPERELEVATION DETAIL 1
SCALE: 1" = 10'
SUPERELEVATION DETAIL 2
SCALE: 1" = 10'
12+00
13+00
10
+
0
0
C44
C45
C46 C47
C48
C49
C51
C50
4.5%
4.5%
2.
0
%
2.
2
%
4.3%
4.5%
2.
5
%
2.
5
%
7.6%
14.9%
1.
1
%
1.
1
%
1.0%
4.9%
1.5%
1.0%
0
.
1
%
1
.
0
%
1.
5
%
2.5%
5
.
4
%
6
.
6
%
4.6%
4.2
%
4.6
%
1.5%
7.5%
7.5%1.5%
2.1
%
1
.
4
%
1
.
2
%
1
.
5
%
5
.
8
%
7.5
%
1.5%
1.5%
0.
6
%
0.3
%
0.
6
%
3.
6
%
0.
5
%
4.5%
3
.
8
%
0
.
7
%
1.5%
4.5%
0
.
7
%
0
.
0
%
0
.
0
%
1.5%5.4
%
7.5%
5.
3
%
0.
8
%
4.7%
1.0%
7.4%
1.
1
%
7.5%
4.4%
7.
5
%
6.
2
%
2.5%
1.1%
1
.
5
%
1.0%
1.
0
%
1.
0
%
3
.
6
%
5
.
9
%
0.9%
7.4%
1
.
3
%
7.4%
1
.
0
%
1.5
%
1.0%
1
.
1
%
2.
5
%
2.
5
%
SW 314.42
SW 314.54
SW 314.55
SW 314.50
SW 315.14
SW 315.44
SW 315.03
SW 315.09
SW 316.45
SW 316.53
SW 316.60
SW 316.51 SW 317.60
SW 317.65
SW 317.73
SW 317.68
SW 317.61
SW 317.68
SW 317.68
SW 317.61
SW 316.85
SW 316.58
SW 316.53
SW 316.57
SW 315.16SW 315.22
SW 315.27
SW 315.21
SW 314.50
SW 314.44
SW 314.53
SW 314.58
SW 313.09
SW 313.21
SW 313.01
SW 313.13
SW 315.48
SW 315.56
SW 316.37
SW 316.44
SW 314.98
SW 314.90 SW 315.63
SW 315.71
SW 319.67
SW 319.79
SW 320.17
SW 320.29
SW 319.59
SW 319.71
SW 320.46
SW 320.58
GUT 314.05
GUT 314.27
GUT 314.64
GUT 314.69
GUT 316.06
GUT 316.13
GUT 317.47
GUT 317.70
GUT 317.65
GUT 317.42
GUT 316.20
GUT 316.14
GUT 314.78
GUT 314.84
GUT 314.18
GUT 314.06
2.
5
%
2.
5
%
SW 314.88
4.5
%
6.6%
6.1%
6.6%
5.0%
SW 314.87 8.
0
%
7
.
5
%
SW 317.10
1.
5
%
5.0%
5.0%
5.6%
1.
5
%
2.5%
4.4
%
SW 317.13
1.5%1.5%
0.
8
%
0.
6
%
0.
4
%
2.5%2.5%1.5%1.5%
0.
4
%
0.
5
%
1.
1
%
3.
9
%
3.
3
%
3.
5
%
2.
5
%
2.
5
%
1.
5
%
1.
5
%
4.6%
8.6%
10.7%
11.4%
8.7%
4.7%
2.
0
%
0.
6
%
0.
6
%
2.
5
%
2.
5
%
1.
5
%
1.
5
%
SW 322.31
SW 322.17
SW 323.03
SW 322.99
TC 323.41
0
.
7
%
SW 321.98
SW 322.04
SW 322.79
SW 322.83
0.7
%
SW JEAN LOUISE ROAD
SW JEAN LOUISE ROAD
SW
1
6
5
T
H
A
V
E
N
U
E
SW LORENZO LANE
7.0%
7.0%
7.0%
7.0%7.6%
7.6%
EX SW 324.01
EX SW 324.16
4.4
%
6.3
%
5.4
%
6.
5
%
7.3%
7.3%
4.6%
6.5%
5.7%
7.4%
EX SW 324.07
1.
5
%
1.
5
%
EX SW 323.46
TC 323.16
3.
3
%
0.
0
%
PT315.24
PC 316.63
PC315.12 PT 316.53
STA = 9+52.30
ELEV = 315.45
STA = 9+51.35
ELEV = 315.44
STA = 10+52.31
ELEV = 315.35
STA = 10+52.36
ELEV = 315.35
STA = 9+27.30
ELEV = 315.51
STA = 10+77.31
ELEV = 314.78
STA = 10+77.36
ELEV = 314.78
STA = 9+35.54
ELEV = 315.42
TC314.83 TC 315.56
TC 316.29
SEE SUPERELEVATION DETAIL 1 FOR
PAVEMENT TRANSITION INFORMATION
SEE SUPERELEVATION DETAIL 2 FOR
PAVEMENT TRANSITION INFORMATION4.5%
SW
1
6
5
T
H
A
V
E
N
U
E
PT
31
4
.
4
9
3
/
4
3
1
4
.
9
4
1
/
2
3
1
5
.
0
7
1/4
315.
2
0
3/4
316.7
7
1/2
317
.
3
0
1/
4
31
7
.
8
2
PC
31
8
.
2
6
PC
31
4
.
5
5
3/4
315.3
0
1/2
315
.
0
6
1/
4
31
4
.
8
2
PT
31
8
.
2
0
3
/
4
3
1
7
.
7
2
1
/
2
3
1
7
.
2
6
1/4
316
.
8
0
PT
32
1
.
9
8
1/
2
32
2
.
8
5
PRC
323
.
5
3
1/
2
32
4
.
0
2
PC
32
3
.
9
7
PT
32
4
.
0
8
1
/
2
3
2
3
.
7
1
P
R
C
3
2
3
.
5
2
1
/
2
3
2
2
.
9
3
PC
32
2
.
2
4
STA = 11+97.38
ELEV = 314.61
STA = 11+96.22
ELEV = 314.56
STA = 12+79.38
ELEV = 318.31
STA = 12+78.23
ELEV = 318.26
STA = 13+36.59
ELEV = 322.15
STA = 13+40.52
ELEV = 322.41
STA = 11+72.38
ELEV = 313.19
STA = 11+71.22
ELEV = 313.11
STA = 13+04.38
ELEV = 319.76
STA = 13+03.23
ELEV = 319.69
STA = 13+11.59
ELEV = 320.26
STA = 13+15.52
ELEV = 320.55
TC
31
3
.
0
2
TC
31
2
.
9
4
TC
31
8
.
3
9
TC 316.29
TC
31
9
.
5
2
TC
32
0
.
3
8
TC
31
8
.
3
7
TC
31
9
.
5
9
TC
32
0
.
1
0
TC315.18
TC315.38
CURB RETURN TABLE
CURVE
C44
C45
C46
C47
C48
C49
C50
C51
LENGTH
39.99'
39.56'
39.56'
38.98'
16.50'
16.50'
15.85'
12.45'
RADIUS
25.03'
25.00'
25.00'
25.00'
25.00'
25.00'
28.00'
22.00'
DELTA
91°31'15"
90°39'52"
90°39'52"
89°20'04"
37°48'54"
37°48'54"
32°26'07"
32°26'07"
CHORD
35.87'
35.56'
35.56'
35.15'
16.20'
16.20'
15.64'
12.29'
BEARING
S43°32'57"W
S45°19'40"E
N45°19'40"W
S44°40'21"W
N71°45'09"W
N71°45'09"W
S73°07'21"W
S73°07'21"W
START STATION END STATION
13+67.24, 14.50' L (JEAN LOUISE)
13+51.91, 19.75' L (JEAN LOUISE)13+36.59, 25.00' L (JEAN LOUISE)
13+67.32, 17.22' R (JEAN LOUISE)13+55.54, 20.63' R (JEAN LOUISE)
13+55.54, 20.63' R (JEAN LOUISE)13+40.52, 25.00' R (JEAN LOUISE)
13+51.91, 19.75' L (JEAN LOUISE)
12+79.38, 25.00' L (JEAN LOUISE)
12+78.23, 25.00' R (JEAN LOUISE)
11+97.38, 25.00' L (JEAN LOUISE)
11+96.22, 25.00' R (JEAN LOUISE)
10+52.36, 16.00' L (165TH)
10+52.31, 16.00' R (165TH)
9+51.35, 16.00' L (165TH)
9+52.30, 16.00' R (165TH)
2.5%2.5%
0.0%
2.5%
STA = 10+77.31
ELEV = 314.78
STA = 10+77.36
ELEV = 314.78
STA = 11+02.31
ELEV = 313.44
STA = 11+27.31
ELEV = 311.20
SW
1
6
5
T
H
A
V
E
N
U
E
TC314.83 TC 315.56
TC 313.85
TC 311.26
TC313.49
TC311.26
2.5%
2.5%
0.0%
2.5%
STA = 9+27.30
ELEV = 315.51
STA = 9+10.54
ELEV = 315.95STA = 9+02.30
ELEV = 316.28
STA = 8+77.30
ELEV = 317.47
SW
1
6
5
T
H
A
V
E
N
U
E
TC316.00
TC 316.70
TC 317.52
TC 316.29
TC316.33
TC317.52
TC315.38
n:
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1
9
,
2
4
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3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - JEAN LOUISE RD & 165TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR11
SUPERELEVATION DETAIL 1
SCALE: 1" = 10'
SUPERELEVATION DETAIL 2
SCALE: 1" = 10'
2+00
3+00
3+
0
0
3+
1
2
C52 C53
2.
5
%
2.
5
%
2.
5
%
2.
5
%
2.5%2.5%
AL
L
E
Y
5
ALLEY 10
PT
29
8
.
4
2
3
/
4
2
9
7
.
9
8
1
/
2
2
9
7
.
5
8
1/4
297
.
1
6
PC 296.75PT296.36
3/4
295.7
1
1/2
295
.
0
4
1/
4
29
4
.
3
9
PC
29
3
.
7
3
STA = 1+81.16
ELEV = 293.29
STA = 2+41.16
ELEV = 297.98
STA = 2+82.14
ELEV = 296.31
STA = 2+81.44
ELEV = 296.32
STA = 2+66.16
ELEV = 299.93STA = 1+56.16
ELEV = 291.34
TC300.94
TC302.40
CURB RETURN TABLE
CURVE
C52
C53
LENGTH
34.02'
33.52'
RADIUS
21.50'
21.50'
DELTA
90°39'52"
89°20'08"
CHORD
30.58'
30.23'
BEARING
S45°19'40"E
N44°40'20"E
START STATION END STATION
1+81.16, 8.50' R (ALLEY 10)
2+41.16, 8.50' R (ALLEY 10)2+82.14, 8.50' R (ALLEY 5)
2+81.44, 8.50' L (ALLEY 5)
n:
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CR
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2
Ma
r
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1
9
,
2
4
-
8:
5
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - ALLEY 5 & ALLEY 10
SCALE: 1" = 10'
CURB RETURNS
CR12
2+
8
9
2+00
3+00
C54 C55
2.
5
%
2.
5
%
2.
5
%
2.
5
%
2.5%2.5%
AL
L
E
Y
6
ALLEY 9
301.31
302.40
316.00
PT
31
3
.
9
6
3
/
4
3
1
3
.
5
4
1
/
2
3
1
3
.
0
0
1/4
312
.
5
3
PC 312.06PT311.67
3/4
311.0
1
PC
30
9
.
0
7
1/
4
30
9
.
7
1
1/2
310
.
3
6
STA = 1+91.66
ELEV = 308.61
STA = 2+51.66
ELEV = 313.50
STA = 2+59.07
ELEV = 311.63
STA = 2+59.76
ELEV = 311.62
STA = 1+66.66
ELEV = 306.57
STA = 2+76.66
ELEV = 315.54
TC
30
7
.
0
3
TC
31
6
.
0
0
316.33
317.52
CURB RETURN TABLE
CURVE
C54
C55
LENGTH
34.02'
33.52'
RADIUS
21.50'
21.50'
DELTA
90°39'52"
89°20'08"
CHORD
30.58'
30.23'
BEARING
S45°19'40"E
N44°40'20"E
START STATION END STATION
1+91.66, 8.50' R (ALLEY 9)
2+51.66, 8.50' R (ALLEY 9)
2+59.07, 8.50' L (ALLEY 6)
2+59.76, 8.50' R (ALLEY 6)
n:
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Ma
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1
9
,
2
4
-
8:
5
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURNS
CR13
CURB RETURN - ALLEY 6 & ALLEY 9
SCALE: 1" = 10'
1+02
C59
C58
C57
C56
C60
C61
SW 295.44 SW 295.49
SW 295.54
SW 295.50
SW 295.01
SW 295.06
SW 296.33
SW 296.40
SW 296.09
SW 296.17
SW 294.39
SW 294.48
GUT 295.24
GUT 295.20
GUT 295.09
GUT 295.05
GUT 294.56
GUT 294.73
GUT 294.63
GUT 294.90
2
.
1
%
0.8%
7.5%
4
.
5
%
1.
0
%
1.
0
%
6.
2
%
0.6
%
7.
5
%
0.8%
1
.
3
%
1.5%
5.8%
1.0%
1.
5
%
1
.
1
%
1.0%
1
.
1
%
SW 295.16
5
.
2
%
2.0%
4.7%
1.
0
%
SW 295.24
SW 295.18SW 295.12
SW 295.18SW 295.24
2
.
0
%
SW 295.37
2.
5
%
2.
5
%
2.8%
3.4%
3.5%
1.
5
%
2.5%
1.5%2.5%
2.5%
3
.
5
%
3.
9
%
3.
9
%
1.
0
%
2.
5
%
1.
5
%
0.8%
SW 295.78
SW 296.06
SW 295.73
SW 296.01
2
.
2
%
0
.
3
%
TC 296.01
1.0%
2.0%
1
.
4
%
1.0%
7.
2
%
7.
5
%
SW 295.65
SW 295.60
SW 295.70
SW 295.65
1.1%1.5%
1.
0
%
1.
0
%
1.
0
%
1.5%1.1%2.6%
2.5%
3.0%
1.
0
%
4.5%
SW 295.06
SW 295.11
SW BEACON LANE
SW
R
I
V
E
R
T
E
R
R
A
C
E
BO
U
L
E
V
A
R
D
STA = 103+96.58
ELEV = 295.20
2.2%
2.5%
2.5%
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
PC 294.45
1/2
294.
6
2
PR
C
29
4
.
7
8
1/2
294
.
9
1
PT 295.01
PC
295.19
1/4
295.46
1/2
295.65
3/4
295.89
PT
296.1
4
1/4 296.13
1/2
296.09
3/4296.02
PT295.99
PRC 295.23
3/4
295.
3
5
1/2
295
.
4
6
1/
4
29
5
.
5
2
PC
29
5
.
5
9
PT
29
5
.
7
4
3
/
4
2
9
5
.
8
0
1
/
2
2
9
5
.
9
1
1/4
296.
0
3
H
P
PC 295.98
STA = 1+46.34
ELEV = 295.42
STA = 1+40.82
ELEV = 295.35
STA = 103+91.78
ELEV = 295.32
STA = 104+14.99
ELEV = 294.65 STA = 104+19.72
ELEV = 294.48
STA = 1+65.82
ELEV = 295.96
STA = 1+71.34
ELEV = 296.19
STA = 104+03.11
ELEV = 295.02
STA = 103+60.07
ELEV = 295.80
STA = 103+14.65
ELEV = 295.72
TC
29
5
.
6
8
TC
29
6
.
3
0
TC
29
6
.
1
3
TC
29
5
.
6
2
1/2 294.88
PT 294.59
TC 294.28
STA = 103+22.04
ELEV = 295.75
0.5%
2.
4
%
2.
5
%
2.
5
%
0.
5
%
1.5%
CURB RETURN TABLE
CURVE
C56
C57
C58
C59
C60
C61
LENGTH
7.98'
7.63'
41.91'
32.41'
36.78'
38.94'
RADIUS
7.50'
7.50'
136.00'
82.50'
25.00'
25.00'
DELTA
60°55'12"
58°15'34"
17°39'25"
22°30'24"
84°17'28"
89°14'24"
CHORD
7.61'
7.30'
41.75'
32.20'
33.55'
35.12'
BEARING
N30°21'36"W
N31°41'25"W
N13°34'42"W
N11°09'12"W
N48°30'52"W
N44°43'12"E
START STATION END STATION
104+14.99, 25.50' L (RIVER TERRACE)
104+08.72, 21.66' L (RIVER TERRACE)
104+08.72, 21.66' L (RIVER TERRACE)
104+03.06, 18.00' L (RIVER TERRACE)
103+96.55, 18.00' L (RIVER TERRACE)
103+56.44, 15.46' L (RIVER TERRACE)
103+56.44, 15.46' L (RIVER TERRACE)
103+22.04, 11.50' L (RIVER TERRACE)
103+14.65, 12.50' R (RIVER TERRACE)
103+91.72, 26.50' R (RIVER TERRACE)1+46.34, 16.00' L (BEACON)
1+40.82, 16.00' R (BEACON)
n:
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1
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2
4
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5
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P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - RIVER TERRACE BLVD & BEACON LN
SCALE: 1" = 10'
CURB RETURNS
CR14
3+00
4+00
1+
0
0
2+
0
0
SW 309.39 SW 309.46
SW 309.51
SW 309.46
SW 308.29
SW 308.26
SW 308.32
SW 306.71
SW 306.66
SW 306.61
SW 306.66
SW 306.09
SW 306.13
SW 306.18
SW 306.14
SW 311.19
SW 311.29
SW 308.35
SW 308.43
SW 307.59
SW 307.64
SW 304.96
SW 304.86
GUT 309.05
GUT 309.28
GUT 307.87
GUT 307.95GUT 306.61
GUT 306.56
GUT 305.70
GUT 305.89
SW 308.360.
9
%
1.0%
1.0%
1.
5
%
1.5%
1.0%
0
.
9
%
0
.
4
%
7.5%
1
.
5
%
7.
0
%1.0%
6.
7
%
3.
5
%
1.
3
%
4.4%
1.5%
1.
0
%
5
.
6
%
6.7%
1.0%
0.
9
%
0.9%
1.5%
1.
1
%
3.4
%
1
.
0
%
1.5
%
5
.
0
%
0.9%
7
.
5
%
0.9%
3.7%
1
.
0
%
2.7
%
7
.
0
%
SW 308.91
3.4%
SW 306.45
2.
5
%
2.
5
%
2.
0
%
5.0%
4.9%
3.6%
1.3%
1.0%1.5%2.5%2.5%
4.5%4.5%
2.
7
%
3.
9
%
4.
2
%
0.
4
%
0.
3
%
0.
5
%
2.
5
%
2.
5
%
7.6%
6.9%
7.0%
2.
0
%
2.
5
%
2.
5
%
2.
5
%
2.
5
%
GUT 305.84GUT 305.62
4.5%4.5%
5.
5
%
5.
5
%
5.
5
%
5.
5
%
SW 305.92 SW 306.14
4.5%
5.
5
%
5.
5
%
SW 309.23 SW 309.45
4.5%
GUT 309.15GUT 308.93
SW
1
6
6
T
H
A
V
E
N
U
E
SW BEACON LANESW BEACON LANE
C62
C63
0.
9
%
0.
9
%
0.0%
2.5%
PT
308.35
3/4
308.5
1
1/2
308
.
9
6
1/
4
30
9
.
4
2
PC
30
9
.
8
4
PC
307.04
1/4
307
.
1
5
1
/
2
3
0
6
.
8
5
3
/
4
3
0
6
.
5
0
PT
30
6
.
1
5
STA = 3+12.99
ELEV = 305.98
STA = 3+94.99
ELEV = 309.67
STA = 1+40.53
ELEV = 307.17
STA = 1+41.48
ELEV = 307.17
STA = 2+87.99
ELEV = 304.71
STA = 4+19.99
ELEV = 311.04
STA = 1+65.53
ELEV = 307.46
STA = 1+66.48
ELEV = 307.49
STA = 3+14.69
ELEV = 306.06
STA = 3+19.69
ELEV = 306.29
STA = 3+88.30
ELEV = 309.37
STA = 3+93.30
ELEV = 309.60
STA = 2+16.48
ELEV = 308.60
STA = 1+91.48
ELEV = 308.11
TC
30
9
.
9
2
TC
31
1
.
0
9
TC 308.31
TC 308.38
TC 308.52
TC 308.65
TC307.56
TC307.04
TC
30
4
.
7
6
CURB RETURN TABLE
CURVE
C62
C63
LENGTH
38.98'
39.56'
RADIUS
25.00'
25.00'
DELTA
89°20'05"
90°39'52"
CHORD
35.15'
35.56'
BEARING
N44°40'21"E
S45°19'40"E
START STATION END STATION
3+94.99, 16.00' L (BEACON)
3+12.99, 16.00' L (BEACON)1+40.53, 16.00' L (166TH)
1+41.48, 16.00' R (166TH)
n:
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,
2
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - BEACON LN & 166TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR15
5+00
6+
0
0
6+
0
0
7+
0
0
0+00
1+
0
0
1+
9
9
C64
C65
2.
5
%
1.0%
1.5%
2.
5
%
3.9%
SW 325.61
SW 325.54
SW 322.56
SW 323.00
1.
5
%
0.0%
1.5%SW 325.63
SW 325.56
0.
1
%
0.
1
%
0.
5
%
SW
1
6
5
T
H
A
V
E
N
U
E
SW BEACON LANE
C69
2.5%
2.
5
%
2.5%
2.5%
2.5%
2.1%
PT 325.46
3/4 325.44
1/2
325.4
1
1/4
325
.
3
8
PRC
325
.
3
5
3/4 325.27
1/2
325.
1
5
1
/
4
3
2
4
.
5
5
PC
32
3
.
5
4
STA = 5+47.00
ELEV = 321.29
STA = 6+35.57
ELEV = 324.79
STA = 5+32.00
ELEV = 320.31
STA = 6+60.57
ELEV = 325.07
TC 325.48
TC 325.09
STA = 6+85.57
ELEV = 325.03
TC
32
1
.
3
4
TC
32
0
.
3
6
1.
6
%
1.
2
%
CURB RETURN TABLE
CURVE
C64
C65
C69
LENGTH
86.56'
20.84'
38.98'
RADIUS
36.00'
25.00'
25.00'
DELTA
137°46'06"
47°46'10"
89°20'08"
CHORD
67.17'
20.24'
35.15'
BEARING
N21°07'13"E
N23°52'47"W
S44°40'20"W
START STATION END STATION
6+35.57, 16.00' R (165TH)6+17.13, 24.26' R (165TH)
6+17.13, 24.26' R (165TH)5+72.26, 28.83' R (165TH)
6+10.93, 16.00' L (165TH)6+10.93, 16.00' L (BEACON)
n:
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,
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M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - BEACON LN & 165TH AVE
SCALE: 1" = 10'
CURB RETURNS
CR16
1+00
0+731+00
1+
8
7
1+
0
0
1+89
C66
C67
SW JEAN LOUISE ROAD
SW
R
O
Y
R
O
G
E
R
S
R
O
A
D
CURB RETURN TABLE
CURVE
C66
C67
LENGTH
62.06'
63.60'
RADIUS
40.00'
40.00'
DELTA
88°54'05"
91°05'55"
CHORD
56.02'
57.11'
BEARING
S46°12'33"E
N43°47'27"E
START STATION END STATION
1+27.77, 25.00' L (JEAN LOUISE)
1+30.26, 25.00' R (JEAN LOUISE)
34+70.56, 0.50' R (ROY ROGERS)
36+00.59, 0.50' R (ROY ROGERS)
n:
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2
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M
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - ROY ROGER RD & JEAN LOUISE RD
SCALE: 1" = 10'
CURB RETURNS
CR17
SEE WASHINGTON COUNTY PLANS FOR
APPROVED CURB RETURN DESIGN.
SW 273.82
5.
9
%
SW 273.87
1.5%
SW 273.46
7.
9
%
SW 273.88
4.3%
SW 273.91
7.
9
%
GUT 273.38
1.5%
TC 273.80
1.5%
SW 273.51
1.
0
%
SW 274.06
1.5%
SW 273.87
4.4%
SW 273.76
0
.
5
%
SW 273.89
0.9%
SW 273.78
TC 273.99
GUT 273.43
1.
0
%
5.
9
%
0
.
5
%
0.9%1.5%6.7%
1.
0
%
6.7%1.
0
%
1.5%
1.
0
%
1.5%
1.5%
1.
0
%
1.
0
%
1.
0
%
1.
0
%
SW 273.93
SW 273.97
SW 274.02
SW 274.08SW 273.99
GUT 273.38
GUT 273.43
1.5%
1.5%
1.5%
1.5%
1.
0
%
1.
0
%
1.
0
%
GUT 273.95
GUT 274.00
GUT 273.95
GUT 274.00
SW 274.03
SW 274.08
2.5%
2.5%2.5%
2.5%
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
GUT 273.31
GUT 273.50
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1
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2
4
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5
4
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
1 INCH = 10 FEET
010 5 100
CURB RETURN - RIVER TERRACE BLVD CROSSING
SCALE: 1" = 10'
CURB RETURNS
CR18
LOCAL STREET AND ALLEY STREET
PAVEMENT SECTION
NOT TO SCALE1
COMPACTED SUBGRADE SOILS
95% OF MODIFIED PROCTOR
16" BASE ROCK
4"- (3/4"-0) LEVELING COURSE
12"- (1 1/2"-0) AGGREGATE
BASE 95% OF MODIFIED
PROCTOR ASTM D1557
5" LEVEL 2, 1/2" DENSE
GRADED HMAC - TWO LIFTS
COMPACTED TO 92% OF MAMD
FACE OF CURB
STREET WIDTH
12"
6"
1"
12" MAX
1"
3"
6"
1" BATTER
BASE COURSE
ROAD SURFACE
6"3"
0.5"
6"
24"
SEE NOTE 5.
N.T.S.
SHED SECTION CURB AND GUTTER
1.CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE
STRENGTH OF 3300 PSI AT 28 DAYS.
2.EXPANSION JOINTS.
A. TO BE PROVIDED:
1) AT EACH COLD JOINT.
2) AT EACH END OF DRIVEWAYS.
3) AT EACH SIDE OF INLET STRUCTURES.
4) AT EACH POINT OF TANGENCY OF THE CURB.
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET.
B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON
EXTRUDING, WITH A THICKNESS OF 1/2 INCH AND SHALL COVER
ENTIRE CROSS SECTION OF CONCRETE.
3.CONTRACTION JOINTS.
A. SPACING TO BE NOT MORE THAN 15 FEET.
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES.
4.BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION.BASE ROCK SHALL BE
TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER
IS GREATER
5.DRAINAGE BLOCKOUT
A. 3" I.D. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED
OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND
REPOURED TO FULL DEPTH OF CURB.
C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A
MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES.
6.FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN
SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL.
DETAIL 3
STREET DETAILS
D2.01n:
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1
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
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"R=1/2"
3"
9"
M
I
N
.
R=3/4"
6"
1"
6-
1
/
2
"
R=1"
R=3/4"
2/
1
/
4
"
3/4"
1/8"
R=1/4"
3/4"
1/3"
2-
1
/
4
"
R=3/4"
R=1/4"
2-
1
/
2
"
COMPACTED
CRUSHED ROCK
4"
MI
N
.
4"
MI
N
.
MOUNTABLE CURB TYPE 'A'
ARE TO BE CONSTRUCTED AT INTERVALS
TRANSERVE CONTRACTION JOINTS
MOUNTABLE CURB TYPE 'B'
NOT TO EXCEED 12 FEET. CONCRETE
SHALL BE 3000 PSI, 2-4 INCH SLUMP.
NOTE:
CRUSHED ROCK
COMPACTED
PAVEMENT SECTION
NOT TO SCALE2
COMPACTED SUBGRADE SOILS
95% OF MODIFIED PROCTOR
21" BASE ROCK
5"- (3/4"-0) LEVELING COURSE
16"- (1 1/2"-0) AGGREGATE
BASE 95% OF MODIFIED
PROCTOR ASTM D1557
10" LEVEL 2, 1/2" DENSE
GRADED HMAC - FOUR LIFTS
COMPACTED TO 92% OF MAMD
COLLECTOR
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.)
5'
5'
OPTIONAL PARALLEL RAMP
AS NEEDED
PC
PEDESTRIAN
CROSSWALK
LANDING
5' X 5' MIN.
2
%
M
A
X
.
2
%
M
A
X
.
PEDESTRIAN
CROSSWALK
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
CURB RAMP
NOT TO SCALE
1
STREET DETAILS
D2.03
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mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
STREET DETAILS
D2.02
NOTE: ANCHOR SLEEVE
SHALL BE SOLID, 14GA
SD SD SD SD SD SDSDSDSD
SD
S
D
SD SD
SD
SD
SD
SD
SD
SD
SD
S
D
SS
SS
SS
S
S
S
S
S
S
S
S
SS SS SS SS
S
S
36.00'
WQFE
15.00'
WQFE
P
G
E
6
4
4
PG
E
64
4
PGE
577
PGE
577
P
G
E
2
3
3
P
G
E
2
3
3
W
W
W
W W W W W W W W W W W W W W W W W
104
103
102
105 106 110 111108109 121113112107114116
TR
A
C
T
N
117 118 119 120 124122123 125
TRACT M
129
128
127
115
2
TRACT M
TR
A
C
T
L
8.00'
PUE, TYP.
3B
8.00'
PUE, TYP.15.00' SSE
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDMH
5D
SDCI
1G.2
SDCI
1G.1
SDCI
1D.1
SDCI
1D.2
SDMH
1G
SDMH
1E
SDCB
5A.1
SDMH
1C
SDMH
1B
SDMH
3A
SDMH
1A
SDLN-1
SDLN-1
SS
L
N
-
E
SD
L
N
-
5
SD
L
N
-
5
SS
L
N
-
A
SS
L
N
-
A
SD
L
N
-
3
SS
L
N
-
C
SDLN-2
SD
L
N
-
1
SDMH
1D
3A11 1
1
3C
3D
1A
1E
109+00110+00111+00112+00113+00114+00115+00116+00
1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00
3+00
1
+
0
0
2
+
0
0
1
+
0
0
SW
S
T
R
E
A
M
W
O
O
D
L
N
AL
L
E
Y
2
AL
L
E
Y
3
SW RIVER TERRACE BLVD
1
+
0
0
2
+
0
0
7
+
9
1
W
W
W
W
W
W
W W W
10" PIPE
OUTFALL
HEADWALL
S
D
SD SD SD SD SD SD SD SD
SD 8" PERF. PIPE UNDERDRAIN
UNDER SEPARATE PERMIT
W
W
W
W
W
W
W
W
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
230
240
250
260
270
280
290
230
240
250
260
270
280
290
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50
16.00 LF 10" (D.I.)
@ S=0.0050
OU
T
F
A
L
L
ST
A
=
1
1
5
+
5
3
.
9
0
,
5
5
.
0
0
'
R
(R
I
V
E
R
T
E
R
R
A
C
E
)
10
"
I
E
I
N
=
2
6
5
.
0
0
(
S
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
)
RI
M
=
2
6
6
.
3
5
SD
M
H
1
A
ST
A
=
1
1
5
+
3
7
.
9
0
,
5
5
.
0
0
'
R
(R
I
V
E
R
T
E
R
R
A
C
E
)
10
"
I
E
I
N
=
2
6
5
.
2
8
(
W
)
10
"
I
E
O
U
T
=
2
6
5
.
0
8
(
N
)
ST
A
=
1
+
1
6
.
0
0
(
S
D
L
N
-
1
)
RI
M
=
2
6
9
.
2
8
62.22 LF
10" (C900)
@ S=0.0132
SD
M
H
1
B
ST
A
=
1
1
5
+
3
7
.
4
8
,
7
.
2
2
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
6
.
3
0
(
S
)
10
"
I
E
O
U
T
=
2
6
6
.
1
0
(
E
)
24
"
I
E
O
U
T
=
2
6
7
.
1
0
(
N
)
ST
A
=
1
+
7
8
.
2
2
(
S
D
L
N
-
1
)
RI
M
=
2
7
1
.
4
7
69.41 LF 24" (C905)
@ S=0.0050
SD
M
H
1
C
ST
A
=
1
1
4
+
6
7
.
8
3
,
2
.
2
5
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
6
.
7
5
(
S
)
18
"
I
E
I
N
=
2
6
7
.
1
5
(
E
)
24
"
I
E
O
U
T
=
2
6
6
.
6
5
(
N
)
ST
A
=
2
+
4
7
.
6
3
(
S
D
L
N
-
1
)
RI
M
=
2
7
2
.
3
4
40.74 LF 24" (C905)
@ S=0.0050
68.61 LF 24" (C905)
@ S=0.0050
SD
M
H
1
E
ST
A
=
1
1
3
+
5
9
.
5
5
,
1
1
.
5
0
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
7
.
4
9
(
S
)
12
"
I
E
I
N
=
2
6
8
.
3
9
(
E
)
24
"
I
E
O
U
T
=
2
6
7
.
3
9
(
N
)
ST
A
=
3
+
5
6
.
9
8
(
S
D
L
N
-
1
)
RI
M
=
2
7
3
.
2
0
181.16 LF 24" (C905)
@ S=0.0050
SD
M
H
1
G
ST
A
=
1
1
1
+
7
8
.
3
9
,
1
1
.
5
0
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
18
"
I
E
I
N
=
2
6
8
.
9
0
(
S
)
10
"
I
E
I
N
=
2
6
9
.
5
7
(
W
)
10
"
I
E
I
N
=
2
6
9
.
5
7
(
E
)
24
"
I
E
O
U
T
=
2
6
8
.
4
0
(
N
)
ST
A
=
5
+
3
8
.
1
4
(
S
D
L
N
-
1
)
RI
M
=
2
7
5
.
0
1
316.27 LF 18" (PVC)
@ S=0.0052
CLASS 'B' GRANULAR BACKFILL & BEDDING
SD
M
H
1
D
ST
A
=
1
1
4
+
2
8
.
1
6
,
1
1
.
5
2
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
7
.
0
5
(
S
)
10
"
I
E
I
N
=
2
6
8
.
1
2
(
W
)
10
"
I
E
I
N
=
2
6
8
.
1
2
(
E
)
24
"
I
E
O
U
T
=
2
6
6
.
9
5
(
N
)
ST
A
=
2
+
8
8
.
3
7
(
S
D
L
N
-
1
)
RI
M
=
2
7
2
.
5
1
CLASS 'A' NATIVE
BACKFILL &
BEDDING
PROPOSED 12" WATERLINE
STORM
LATERAL, TYP.
SDCI 1D.1
114+25.14, 27.50' L
(RIVER TERRACE)
RIM/TC = 272.65
10" IE OUT = 268.44
16.26 LF (C900)
@S=0.0200
SDCI 1D.2
114+29.64, 27.50' R
(RIVER TERRACE)
RIM/TC = 272.17
10" IE OUT = 268.90
39.05 LF (C900)
@S=0.0200
SDCI 1G.1
111+78.39, 28.00' L
(RIVER TERRACE)
RIM/TC = 275.14
10" IE OUT = 269.78
16.50 LF (C900)
@S=0.0129
SDCI 1G.2
111+78.39, 28.00' R
(RIVER TERRACE)
RIM/TC = 275.13
10" IE OUT = 269.78
39.50 LF (PVC)
@S=0.0054
STORM LATERAL TABLE
LOT #
**LOT - 1A
STATION
6+04.97 (SDLN-1)
LENGTH
65.25'
SLOPE
2.00%
IE AT MAIN
269.747
IE AT END
271.052
MATERIAL
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN1 PLAN
SCALE: 1" = 40'
SDLN1 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
1
-
3
0
3
)
S
D
L
N
-
1
S
D
L
N
-
1
5
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
1
Ma
r
.
1
9
,
2
4
-
8:
5
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-3
SEE SHEET 305
SDLN-5
SEE SHEET 307
SDLN-5
SEE SHEET 308
SD
L
N
-
1
SE
E
S
H
E
E
T
30
2
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
SDLN-1 SDLN-15
STORM PLAN &
PROFILE
301
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLOW SPLITTER MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 60" WATER QUALITY STORM
MANHOLE PER CWS DWG NO. 250 & 260,
SHEET D3.02.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1
1A
1E
3B
3C
3D
3
SD
L
N
-
2
SE
E
S
H
E
E
T
30
4
0.0025
26
6
.
3
7
26
8
.
7
1
26
5
.
9
4
26
5
.
9
1
26
6
.
7
6
26
6
.
6
8
26
6
.
2
6
26
6
.
4
9
26
7
.
5
3
26
7
.
6
9
26
6
.
4
7
26
7
.
0
6
26
7
.
3
1
26
6
.
8
2
26
8
.
5
3
26
9
.
1
6
26
9
.
1
6
26
8
.
1
1
0.0101
0.0046
0.0048
0.0056
0.0091
0.0560
268.34
0.0166
0.0376
0.0081
269.48
**BROKEN/MISSING LATERAL BOARD
SD
SD
SD SD SD SD SDSDSDSD
SD
SD
SD
SD
SD
SS SS SS SS SS
S
S
PGE
644
PGE
577
SDCI
1N.2SDCI
1N.1
SDMH
1M
SDMH
1N
SDMH
1L
S
D
S
D
W W
W W W W W W W
W W W W W W W W W W
W
W
W
W
W
1
1
1
3E
3F
129
126
128
127
10
TR
A
C
T
E
14
19
16
TR
A
C
T
F
17
18
TRACT D
6713815911 4512 3
1
8.00'
PUE, TYP.
8.
0
0
'
PU
E
,
T
Y
P
.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDCI
1J.1
SDCI
1J.2
SDCI
1H.1
SDCI
1H.2
SDMH
1J
SDMH
8A
SDMH
1I
SDMH
1K
SDMH
1H
SDLN-1
SD
L
N
-
9
SS
L
N
-
H
SD
L
N
-
8
3B
3A 1 3C1 1
3D
0+001+002+003+003+12
104+00105+00106+00107+00108+009+00 10+00 11+00 12+00 13+00
1
4
+
0
0
1
5
+
0
0
1
+
0
0
2
+
0
0
1
+
0
0
2
+
0
0
SW
J
E
A
N
L
O
U
I
S
E
R
D
SW
B
E
A
C
O
N
L
N
SW RIVER TERRACE BLVD
W
W
W
W
SD
W
240
250
260
270
280
290
300
240
250
260
270
280
290
300
8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00
SD
M
H
1
H
ST
A
=
1
0
8
+
6
2
.
1
2
,
1
1
.
5
0
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
18
"
I
E
I
N
=
2
7
0
.
7
4
(
S
)
10
"
I
E
I
N
=
2
7
4
.
1
7
(
W
)
10
"
I
E
I
N
=
2
7
4
.
1
7
(
E
)
18
"
I
E
O
U
T
=
2
7
0
.
5
4
(
N
)
ST
A
=
8
+
5
4
.
4
0
(
S
D
L
N
-
1
)
RI
M
=
2
8
4
.
5
7
68.96 LF 18" (PVC)
@ S=0.0050
SD
M
H
1
I
ST
A
=
1
0
7
+
9
3
.
1
6
,
1
1
.
5
0
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
12
"
I
E
I
N
=
2
7
1
.
5
9
(
S
)
12
"
I
E
I
N
=
2
7
1
.
5
9
(
E
)
18
"
I
E
O
U
T
=
2
7
1
.
0
9
(
N
)
ST
A
=
9
+
2
3
.
3
7
(
S
D
L
N
-
1
)
RI
M
=
2
8
5
.
9
7
101.12 LF 12" (PVC)
@ S=0.0040
SD
M
H
1
K
ST
A
=
1
0
6
+
6
9
.
5
3
,
1
1
.
4
7
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
12
"
I
E
I
N
=
2
7
2
.
6
2
(
S
)
12
"
I
E
I
N
=
2
7
3
.
6
2
(
E
)
12
"
I
E
O
U
T
=
2
7
2
.
4
2
(
N
)
ST
A
=
1
0
+
4
7
.
0
0
(
S
D
L
N
-
1
)
RI
M
=
2
8
4
.
3
3
260.64 LF 1
2
"
(
P
V
C
)
@ S=0.0435
SD
M
H
1
J
ST
A
=
1
0
6
+
9
2
.
0
4
,
1
1
.
4
8
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
12
"
I
E
I
N
=
2
7
2
.
1
9
(
S
)
10
"
I
E
I
N
=
2
7
2
.
1
6
(
S
W
)
10
"
I
E
I
N
=
2
7
2
.
1
6
(
S
E
)
12
"
I
E
O
U
T
=
2
7
1
.
9
9
(
N
)
ST
A
=
1
0
+
2
4
.
4
8
(
S
D
L
N
-
1
)
RI
M
=
2
8
4
.
4
5
SD
M
H
1
L
ST
A
=
1
0
4
+
0
9
.
0
2
,
1
1
.
5
1
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
12
"
I
E
I
N
=
2
8
4
.
1
6
(
S
)
12
"
I
E
O
U
T
=
2
8
3
.
9
6
(
N
)
ST
A
=
1
3
+
0
7
.
6
4
(
S
D
L
N
-
1
)
RI
M
=
2
9
4
.
5
6
61.28 LF 12" (PVC)
@ S=0.0200
SD
M
H
1
M
ST
A
=
1
0
3
+
4
9
.
1
4
,
7
.
9
9
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
12
"
I
E
I
N
=
2
8
5
.
5
8
(
E
)
12
"
I
E
O
U
T
=
2
8
5
.
3
8
(
N
)
ST
A
=
1
3
+
6
8
.
9
2
(
S
D
L
N
-
1
)
RI
M
=
2
9
5
.
6
5
56.10 LF 12" (PVC)
@ S=0.0146
SD
M
H
1
N
ST
A
=
1
+
5
1
.
0
0
,
7
.
0
0
'
R
(B
E
A
C
O
N
)
12
"
I
E
I
N
=
2
8
6
.
6
0
(
E
)
10
"
I
E
I
N
=
2
8
7
.
6
7
(
N
)
10
"
I
E
I
N
=
2
8
7
.
6
7
(
S
)
12
"
I
E
O
U
T
=
2
8
6
.
4
0
(
W
)
ST
A
=
1
4
+
2
5
.
0
2
(
S
D
L
N
-
1
)
RI
M
=
2
9
5
.
3
4
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
22.52 LF 12" (PVC)
@ S=0.0102
209.44 LF 12" (PVC)
@ S=0.0678
PROPOSED WATERLINE
SDCI 1H.1
108+61.32, 27.50' L
(RIVER TERRACE)
RIM/TC = 284.66
10" IE OUT = 278.04
16.02 LF (PVC)
@S=0.2418
SDCI 1H.2
108+61.42, 27.50' R
(RIVER TERRACE)
RIM/TC = 285.52
10" IE OUT = 278.84
39.01 LF (PVC)
@S=0.1198
SDCI 1J.1
106+73.32, 27.50' L
(RIVER TERRACE)
RIM/TC = 284.43
10" IE OUT = 278.54
24.65 LF (PVC)
@S=0.2588
SDCI 1J.2
106+74.52, 27.50' R
(RIVER TERRACE)
RIM/TC = 284.46
10" IE OUT = 278.79
42.73 LF (PVC)
@S=0.1551
SDCI 1N.1
1+51.00, 17.50' L
(BEACON)
RIM/TC = 295.62
10" IE OUT = 290.08
24.50 LF (PVC)
@S=0.0984
SDCI 1N.2
1+51.00, 17.50' R
(BEACON)
RIM/TC = 295.69
10" IE OUT = 290.08
10.50 LF (PVC)
@S=0.2297
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
1
-
3
0
3
)
S
D
L
N
-
1
S
D
L
N
-
1
5
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
2
Ma
r
.
1
9
,
2
4
-
8:
5
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-15 STORM PLAN
& PROFILE
302SCALE
1 INCH = 40 FEET
40 20 4000
SDLN1 PLAN
SCALE: 1" = 40'
SDLN1 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-8
SEE SHEET 310
SDLN-9
SEE SHEET 311
SDLN-1
SEE SHEET 303
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO.
010, SHEET D3.01.
INSTALL INLET CATCH BASIN (CG-30)
PER CWS DWG NO. 330, SHEET D3.01.
SEE TABLE THIS SHEET FOR INLET
INFORMATION.
1
3
SD
L
N
-
1
SE
E
S
H
E
E
T
30
1
3B
3C
3D
3E
3F
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
27
0
.
4
6
0.0667
277.40
27
4
.
6
0
27
4
.
4
6
27
0
.
3
1
27
1
.
2
1
27
1
.
2
5
27
0
.
9
1
27
2
.
4
6
27
2
.
2
3
27
3
.
3
2
27
2
.
0
9
28
3
.
4
8
28
3
.
3
1
28
5
.
3
2
28
5
.
2
0
28
6
.
3
6
28
7
.
1
8
28
6
.
0
3
0.1748
278.46
278.31
0.1025
0.2389
0.1539
0.281
0.0127
0.0425
0.0087
0.00710.0065
109.86
13.77
10
6
+
8
3
.
3
0
10
+
3
3
.
2
3
267.97
18.88
39.95
288.89
0.1629
27
1
.
9
9
27
1
.
9
7
S
D
S
D
PGE
644
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W W W
1 1 3B
3A
31
50
32
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDMH
11B
SDMH
9C
SDCI
1P.1
SDLN-1
SDMH
1O
SDMH
15A
SDCI
1P.2
SDMH
1P
1+
0
0
0+
0
0
0+
0
0
15+00 16+00 17+00 17+62
4
+
6
7
5
+
4
5
SW BEACON LN
AL
L
E
Y
5
AL
L
E
Y
6
SW
1
6
6
T
H
A
V
E
1
+
0
0
1
+
6
2
SD
L
N
-
1
5
255
260
270
280
290
300
310
320
255
260
270
280
290
300
310
320
15+00 16+00 17+00 17+25
38.55 LF 12" (PVC)
@ S=0.0631
SD
M
H
1
P
ST
A
=
3
+
9
8
.
9
9
,
7
.
0
0
'
R
(B
E
A
C
O
N
)
10
"
I
E
I
N
=
3
0
4
.
6
1
(
S
)
10
"
I
E
I
N
=
3
0
4
.
6
1
(
N
)
12
"
I
E
O
U
T
=
3
0
3
.
4
4
(
W
)
ST
A
=
1
6
+
7
3
.
0
1
(
S
D
L
N
-
1
)
RI
M
=
3
0
9
.
6
9
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
209.44 LF 12" (PVC)
@ S=0.0678
SD
M
H
1
O
ST
A
=
3
+
6
0
.
4
4
,
7
.
0
0
'
R
(B
E
A
C
O
N
)
12
"
I
E
I
N
=
3
0
1
.
0
1
(
E
)
12
"
I
E
I
N
=
3
0
1
.
3
1
(
N
)
12
"
I
E
O
U
T
=
3
0
0
.
8
1
(
W
)
ST
A
=
1
6
+
3
4
.
4
6
(
S
D
L
N
-
1
)
RI
M
=
3
0
7
.
9
4
PROPOSED WATERLINE
SDCI 1P.1
3+98.99, 17.50' L
(BEACON)
RIM/TC = 309.86
10" IE OUT = 305.10
24.50 LF (PVC)
@S=0.0200
SDCI 1P.2
3+98.99, 17.50' R
(BEACON)
RIM/TC = 309.57
10" IE OUT = 305.02
10.50 LF (PVC)
@S=0.0388
SDCI 15A.1
1+45.48, 17.50' L
(166TH)
RIM/TC = 307.01
10" IE OUT = 302.26
24.50 LF (PVC)
@S=0.0200
SDCI 15A.2
1+45.48, 17.50' R
(166TH)
RIM/TC = 308.30
10" IE OUT = 303.27
10.50 LF (PVC)
@S=0.1425
270
280
290
300
310
320
330
270
280
290
300
310
320
330
0+501+002+00
SD
M
H
1
O
ST
A
=
3
+
6
0
.
4
4
,
7
.
0
0
'
R
(B
E
A
C
O
N
)
12
"
I
E
I
N
=
3
0
1
.
0
1
(
E
)
12
"
I
E
I
N
=
3
0
1
.
3
1
(
N
)
12
"
I
E
O
U
T
=
3
0
0
.
8
1
(
W
)
ST
A
=
1
+
0
5
.
0
0
(
S
D
L
N
-
1
5
)
RI
M
=
3
0
7
.
9
4
SD
M
H
1
5
A
ST
A
=
1
+
4
5
.
4
8
,
7
.
0
0
'
R
(1
6
6
T
H
)
10
"
I
E
I
N
=
3
0
1
.
7
7
(
W
)
10
"
I
E
I
N
=
3
0
1
.
7
7
(
E
)
12
"
I
E
O
U
T
=
3
0
1
.
5
7
(
S
)
ST
A
=
1
+
5
7
.
4
0
(
S
D
L
N
-
1
5
)
RI
M
=
3
0
7
.
4
7
52.40 LF 12" (PVC)
@ S=0.0050
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR
BACKFILL & BEDDING
PROPOSED
WATERLINE
S
D
SD
W W W W
W
W
W
302928
31
35 3334 32
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PU
E
,
T
Y
P
.
SD
L
N
-
1
1+002+00
1
6
+
0
0
1
7
+
0
0
SW 166TH AVE
SW
B
E
A
C
O
N
L
N
3D1
3C
1
SDCI
15A.2
SDMH
15A
SDCI
15A.1
SDMH
1O
SDMH
1P
1+001+62 SDLN-15
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
1
-
3
0
3
)
S
D
L
N
-
1
S
D
L
N
-
1
5
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
3
Ma
r
.
1
9
,
2
4
-
8:
5
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-1 SDLN-15
STORM PLAN &
PROFILE
303SCALE
1 INCH = 40 FEET
40 20 4000
SDLN1 PLAN
SCALE: 1" = 40'
SDLN1 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SD
L
N
-
1
SE
E
S
H
E
E
T
30
2
SDLN-9
SEE SHEET 311
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1
3
SDLN-11
SEE SHEET 313
3B
SDLN1 PLAN
SCALE: 1" = 40'
SDLN1 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-1
SEE THIS SHEET
3C
3D
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
30
0
.
9
7
0.0115
309.92
30
0
.
3
2
30
3
.
6
5
30
3
.
7
2
30
0
.
9
7
30
0
.
3
2
0.0667
0.1305
302.91
0.1086
0.0563
D
SD
S
D
SD SD
D
D
XSD
X
S
D
PGE
577
EXISTING 10' CMP ANIMAL
CROSSING BURIED 3' DEEP,
SURVEYED TOP 365.7'
W
W W
SDCI
2A.1
SDCI
2A.2
SDMH
1B
SDMH
1A
SDMH
2A
SDMH
EX 18A
SDMH
#1 OUTFALL
8.00'
PUE, TYP.
36.00'
WQFE
15.00'
WQFE
8.00'
PUE, TYP.
115+00116+00
117+00
118+00
1+00
2+00
1+00
2+00 3+00
SDLN-1SDLN-2
SD
L
N
-
1
1
1D
3A
3B
1A
SDMH
EX 16A
13
230
240
250
260
270
280
290
230
240
250
260
270
280
290
0+75 1+00 2+00 3+00 4+00 4+25
SD
M
H
1
B
ST
A
=
1
1
5
+
3
7
.
4
8
,
7
.
2
2
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
6
.
3
0
(
S
)
10
"
I
E
O
U
T
=
2
6
6
.
1
0
(
E
)
24
"
I
E
O
U
T
=
2
6
7
.
1
0
(
N
)
ST
A
=
3
+
1
1
.
5
1
(
S
D
L
N
-
2
)
RI
M
=
2
7
1
.
4
7
EX
S
D
M
H
E
X
1
8
A
ST
A
=
1
1
6
+
9
0
.
6
0
,
4
.
8
2
L
'
(R
I
V
E
R
T
E
R
R
A
C
E
)
ST
A
:
1
+
5
9
.
3
1
(
S
D
L
N
-
2
)
RI
M
=
2
6
9
.
8
8
24
"
I
E
I
N
=
2
6
5
.
7
0
(
S
)
24
"
I
E
O
U
T
=
2
6
3
.
6
1
(
N
)
48.52 LF 24" (C905)
@ S=0.0050
SD
M
H
2
A
ST
A
=
1
1
6
+
4
1
.
7
7
,
3
.
2
6
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
6
.
0
4
(
S
)
10
"
I
E
I
N
=
2
6
4
.
3
4
(
S
E
)
10
"
I
E
I
N
=
2
6
4
.
5
6
(
S
W
)
24
"
I
E
O
U
T
=
2
6
5
.
9
4
(
N
)
ST
A
=
2
+
0
7
.
8
2
(
S
D
L
N
-
2
)
RI
M
=
2
7
0
.
4
5
103.68 LF 24" (C905)
@ S=0.0102
59.31
L
F
2
4
"
@ S=0
.
1
1
6
5
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
ANIMAL CROSSING - 10'
CMP PIPE BURIED 3' DEEP,
SURVEYED TOP 365.7'
0.04'
CLR.
PROPOSED WATERLINE
EXISTING
WATERLINE
EX
S
D
M
H
1
6
A
ST
A
=
1
1
7
+
5
0
.
3
4
,
3
.
6
8
L
'
(R
I
V
E
R
T
E
R
R
A
C
E
)
ST
A
:
1
+
0
0
.
0
0
(
S
D
L
N
-
2
)
RI
M
=
2
6
9
.
8
2
24
"
I
E
I
N
=
2
5
8
.
8
0
(
N
)
48
"
I
E
I
N
=
2
5
5
.
2
0
(
N
E
)
12
"
I
E
I
N
=
2
6
4
.
6
0
(
N
)
24
"
I
E
I
N
=
2
5
6
.
7
0
(
S
)
48
"
I
E
O
U
T
=
2
5
5
.
2
0
(
S
W
)
SDCI 2A.1
116+31.64, 13.50' L
(RIVER TERRACE)
RIM/TC = 270.80
10" IE OUT = 265.70
14.30 LF (C900)
@S=0.0800
SDCI 2A.2
116+31.65, 13.49' R
(RIVER TERRACE)
RIM/TC = 270.81
10" IE OUT = 265.91
19.62 LF (C900)
@S=0.0800
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN2 PLAN
SCALE: 1" = 40'
SDLN2 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
4
)
S
D
L
N
-
2
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
4
Ma
r
.
1
9
,
2
4
-
8:
5
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SD
L
N
-
1
SE
E
S
H
E
E
T
30
1
SDLN-2 STORM PLAN
& PROFILE
304
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLOW SPLITTER MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
CONNECT TO EXISTING MANHOLE, CORE
DRILL EXISTING MANHOLE 18A FOR 24"
STORM LINE CONNECTION AND INSTALL SAND
COLLAR PER CWS DWG 030, SHEET D3.01.
CONTRACTOR TO RELOCATE MANHOLE STEPS
AS NECESSARY
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
ADJUST EXISTING WEIR IN EXISTING
MANHOLE, SEE DETAIL THIS SHEET.
1
1A
3
1D
3B
REMOVE EXISTING 18" X 18"
SS PLATE WITH 5-1/2" ORIFICE
AND REPLACE WITH 18" X 18"
SS PLATE WITH 4-3/4" ORIFICE
EXISTING 8" DIAMETER
HOLE IN CONCRETE WEIR WALL
PLACE 3' X 1' SS PLATE
OVER EXISTING NOTCH AS
SHOWN. FASTEN TO WEIR
WALL WITH SS HARDWARE
EXISTING WEIR WALL
0.70'
2' X 1' NOTCH IN
EXISTING WEIR WALL
SDMH EX 16A DETAIL
N.T.S.
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
13
0.0035
266.05
26
7
.
2
6
26
5
.
9
9
26
5
.
8
7
26
5
.
9
4
26
5
.
9
1
26
6
.
7
6
0.0069
0.0042
267.57
0.0158
104 103 102 101 100 7172
S
D
S
D
S
D
SD SD SD SDSD
SD SD SD SD SD
S
D
SS SSSSSSSSSSSS
SS
SS
S
S
S
S
PG
E
64
4
P
G
E
6
4
4
W W W W W W W
W
W
W
W
W
W
W
W
11
+
0
0
12
+
0
0
12
+
1
6
11
4
+
0
0
11
5
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
3
+
0
0
3
+
2
0
1
+
0
0
2
+
0
0
SDCI
3C.2
SDCI
3C.1
SDCI
4A.2
SDCI
4A.1
SDCI
3A.2
SDCI
3A.1
SDMH
3C
SDMH
1E
SDMH
3B
SDMH
4A
SDMH
1C
SDMH
1B SDMH
3A
SD
L
N
-
1
SDLN-5
SSLN-A
S
S
L
N
-
A
SDLN-3 SDLN-3
SD
L
N
-
4
SDLN-6
SS
L
N
-
B
SDLN-1
8.00'
PUE, TYP.
SW STREAMWOOD LN
SW
1
6
6
T
H
A
V
E
ALLEY 2 ALLEY 7
8.00'
PUE, TYP.
4+101+00 2+00 3+00 4+00
3A 1D 1D 3C 1D
3D3B
1
W
W
W
W
W
230
240
250
260
270
280
290
230
240
250
260
270
280
290
0+75 1+00 2+00 3+00 4+00 5+00 5+25
SD
M
H
3
A
F
L
A
T
T
O
P
ST
A
=
2
1
+
0
1
.
9
3
,
6
.
6
3
'
L
(S
T
R
E
A
M
W
O
O
D
)
18
"
I
E
I
N
=
2
6
7
.
5
4
(
E
)
10
"
I
E
I
N
=
2
6
8
.
1
0
(
S
)
10
"
I
E
I
N
=
2
6
8
.
1
0
(
N
)
18
"
I
E
O
U
T
=
2
6
7
.
4
4
(
W
)
ST
A
=
1
+
5
7
.
6
9
(
S
D
L
N
-
3
)
RI
M
=
2
7
1
.
2
2
57.69 LF 18" (C905)
@ S=0.0050
209.17 LF 18" (C905)
@ S=0.0050
SD
M
H
1
C
ST
A
=
1
1
4
+
6
7
.
8
3
,
2
.
2
5
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
6
.
7
5
(
S
)
18
"
I
E
I
N
=
2
6
7
.
1
5
(
E
)
24
"
I
E
O
U
T
=
2
6
6
.
6
5
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
3
)
RI
M
=
2
7
2
.
3
4
SD
M
H
3
B
F
L
A
T
T
O
P
ST
A
=
1
8
+
9
2
.
7
6
,
6
.
2
9
'
L
(S
T
R
E
A
M
W
O
O
D
)
12
"
I
E
I
N
=
2
6
9
.
0
8
(
E
)
18
"
I
E
I
N
=
2
6
8
.
6
8
(
S
)
18
"
I
E
O
U
T
=
2
6
8
.
5
8
(
W
)
ST
A
=
3
+
6
6
.
8
6
(
S
D
L
N
-
3
)
RI
M
=
2
7
3
.
0
2
38.00 LF 12" (C900)
@ S=0.0050
SD
M
H
3
C
F
L
A
T
T
O
P
ST
A
=
1
8
+
5
4
.
7
6
,
6
.
1
8
'
L
(S
T
R
E
A
M
W
O
O
D
)
10
"
I
E
I
N
=
2
6
9
.
4
4
(
N
)
10
"
I
E
I
N
=
2
6
9
.
4
4
(
S
)
12
"
I
E
O
U
T
=
2
6
9
.
2
7
(
W
)
ST
A
=
4
+
0
4
.
8
6
(
S
D
L
N
-
3
)
RI
M
=
2
7
3
.
3
6
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SANITARY SEWER
PROPOSED WATERLINE
SDCI 3A.1
21+01.93, 17.50' R
(STREAMWOOD)
RIM/TC = 271.54
10" IE OUT = 268.58
24.13 LF (D.I.)
@S=0.0200
SDCI 3A.2
21+01.93, 17.50' L
(STREAMWOOD)
RIM/TC = 271.51
10" IE OUT = 268.32
10.87 LF (D.I.)
@S=0.0200
SDCI 3C.1
18+54.76, 17.50' R
(STREAMWOOD)
RIM/TC = 273.63
10" IE OUT = 269.67
23.68 LF (C900)
@S=0.0100
SDCI 3C.2
18+54.76, 17.50' L
(STREAMWOOD)
RIM/TC = 273.62
10" IE OUT = 269.55
11.32 LF (C900)
@S=0.0100
STORM LATERAL TABLE
LOT #
**LOT - (100)
LOT - (101)
LOT - (102)
LOT - (103)
LOT - (104)
STATION
2+96.34 (SDLN-3)
2+84.84 (SDLN-3)
2+52.84 (SDLN-3)
2+20.84 (SDLN-3)
1+88.84 (SDLN-3)
LENGTH
28.60'
28.58'
28.53'
28.47'
28.42'
SLOPE
2.00%
2.00%
2.00%
2.00%
2.00%
IE AT MAIN
268.81
268.75
268.59
268.43
268.27
IE AT LOT
269.38
269.33
269.16
269.00
268.84
MATERIAL
C900
C900
C900
C900
C900
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN3 PLAN
SCALE: 1" = 40'
SDLN3 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
5
)
S
D
L
N
-
3
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
5
Ma
r
.
1
9
,
2
4
-
8:
5
6
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-3 STORM PLAN
& PROFILE
305
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER CWS
DWG NO. 050, SHEET D3.01.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1
3
SDLN-2
SEE SHEET 304
SDLN-1
SEE SHEET 301
SDLN-4
SEE SHEET 306
3B
3C
3D
1D
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
26
6
.
3
7
0.0045
0.0439
26
6
.
6
8
26
6
.
2
6
26
7
.
0
3
26
7
.
4
2
26
7
.
5
2
26
6
.
9
4
0.0074
0.0828
29.66 2.19%
**BROKEN/MISSING LATERAL BOARD
30.1 268.86
29.90 2.5%268.79
30.53 2.67%268.64
29.85 268.56
268.48
268.26
268.04
267.83
269.13
101
100
TR
A
C
T
O
144 143
142
141
140
136
139
138 137 134135
89
TRACT I
97 9096
70
95
71
94 TR
A
C
T
K
72
93
99 9298 91
SD
SD
SD SD SD SDSDSDSDSDSD
SD SD SDSDSDSD
SD
SD
SD SD SD SDSDSDSDSDSD
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SS SS
S
S
SS SS SS SS SSSSSSSS
SS
SS
8.00'
PUE, TYP.
PGE
644
P
G
E
6
4
4
PGE
644
PG
E
64
4
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
3B
W
W
W
W
W
W W W W W W W W W W W W W W
7+008+009+0010+0011+0012+0012+16
1+00 2+00 3+00 4+00 5+00 6+00 6+36
4
+
1
0
3
+
0
0
4
+
0
0
SS
L
N
-
F
SS
L
N
-
A
SSLN-D
SS
L
N
-
B
SSLN-B
SS
L
N
-
C
SS
L
N
-
G
SSLN-F
1D
1D 1 3D 5A1
3C3A
1D
8.00'
PUE, TYP.
SW 166TH AVE
AL
L
E
Y
2
ALLEY 1
ALLEY 4
AL
L
E
Y
7
AL
L
E
Y
3
AL
L
E
Y
8
SW
S
T
R
E
A
M
W
O
O
D
L
N
SDLN-5
SD
L
N
-
3
SDLN-4
SDLN-4
SDLN-7
SD
L
N
-
6
SDCB
4D.1
SDCI
4C.1
SDCI
4C.2
SDMH
4C
SDCI
4A.2
SDCI
4A.1
SDMH
3C
SDMH
3B
SDMH
4A
SDMH
4B
SDMH
4D
S
D
3E
SDCI
4A.3
230
240
250
260
270
280
290
300
230
240
250
260
270
280
290
300
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25
SD
M
H
3
B
F
L
A
T
T
O
P
ST
A
=
1
8
+
9
2
.
7
6
,
6
.
2
9
'
L
(S
T
R
E
A
M
W
O
O
D
)
12
"
I
E
I
N
=
2
6
9
.
0
8
(
E
)
18
"
I
E
I
N
=
2
6
8
.
6
8
(
S
)
18
"
I
E
O
U
T
=
2
6
8
.
5
8
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
4
)
RI
M
=
2
7
3
.
0
2
84.55 LF 18" (D.I.)
@ S=0.0050
SD
M
H
4
A
F
L
A
T
T
O
P
ST
A
=
1
1
+
2
4
.
8
3
,
7
.
0
0
'
R
(1
6
6
T
H
)
12
"
I
E
I
N
=
2
6
9
.
6
0
(
S
)
10
"
I
E
I
N
=
2
6
9
.
7
7
(
W
)
10
"
I
E
I
N
=
2
6
9
.
7
7
(
E
)
18
"
I
E
O
U
T
=
2
6
9
.
1
0
(
N
)
ST
A
=
1
+
8
4
.
5
5
(
S
D
L
N
-
4
)
RI
M
=
2
7
2
.
5
5
25.16 LF 12" (D.I.)
@ S=0.0050
SD
M
H
4
B
F
L
A
T
T
O
P
ST
A
=
1
0
+
9
9
.
6
7
,
7
.
0
0
'
R
(1
6
6
T
H
)
12
"
I
E
I
N
=
2
6
9
.
9
4
(
E
)
12
"
I
E
I
N
=
2
6
9
.
9
3
(
S
)
12
"
I
E
O
U
T
=
2
6
9
.
7
3
(
N
)
ST
A
=
2
+
0
9
.
7
1
(
S
D
L
N
-
4
)
RI
M
=
2
7
2
.
7
5
237.55 LF 12" (D.I.)
@ S=0.0050
SD
M
H
4
C
ST
A
=
8
+
6
2
.
1
2
,
7
.
0
0
'
R
(1
6
6
T
H
)
12
"
I
E
I
N
=
2
7
1
.
3
2
(
S
)
10
"
I
E
I
N
=
2
7
4
.
0
0
(
W
)
10
"
I
E
I
N
=
2
7
4
.
0
0
(
E
)
12
"
I
E
O
U
T
=
2
7
1
.
1
2
(
N
)
ST
A
=
4
+
4
7
.
2
6
(
S
D
L
N
-
4
)
RI
M
=
2
8
1
.
4
4
182.33 LF 12" (PVC)
@ S=0.0847
SD
M
H
4
D
ST
A
=
6
+
7
9
.
8
0
,
7
.
0
0
'
R
(1
6
6
T
H
)
10
"
I
E
I
N
=
2
8
6
.
9
7
(
E
)
12
"
I
E
O
U
T
=
2
8
6
.
7
7
(
N
)
ST
A
=
6
+
2
9
.
5
8
(
S
D
L
N
-
4
)
RI
M
=
2
9
3
.
8
8
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SANITARY SEWER
PROPOSED WATERLINE
SDCB 4D.1
1+34.07, 6.02' L
(ALLEY 8)
RIM = 294.52
10" IE OUT = 289.52
22.00 LF (PVC)
@S=0.1160
SDCI 4A.1
11+24.83, 17.50' L
(166TH)
RIM/TC = 272.80
10 IE IN = 269.93
30.00 LF (D.I.)
@S=0.0050
10" IE OUT = 269.93
24.50 LF (D.I.)
@S=0.0065
SDCI 4A.2
11+24.83, 17.50' R
(166TH)
RIM/TC = 272.80
10" IE OUT = 269.88
10.50 LF (D.I.)
@S=0.0100
SDCI 4C.1
8+62.12, 17.50' L
(166TH)
RIM/TC = 281.69
10" IE OUT = 276.00
24.50 LF (PVC)
@S=0.0816
SDCI 4C.2
8+62.12, 17.50' R
(166TH)
RIM/TC = 281.69
10" IE OUT = 276.00
10.50 LF (PVC)
@S=0.1905
SDCI 4A.3
11+54.83, 17.50' L
(166TH)
RIM/TC = 272.63
10" IE OUT = 270.08
30.00 LF (D.I.)
@S=0.0050
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN4 PLAN
SCALE: 1" = 40'
SDLN4 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
6
)
S
D
L
N
-
4
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
6
Ma
r
.
1
9
,
2
4
-
8:
5
6
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-4 STORM PLAN
& PROFILE
306
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
5A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS DWG NO. 050, SHEET D3.01.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL CG-2 CATCH BASIN PER CWS DWG
NO. 300, 310, & 320, SHEET D3.01. SEE
TABLE THIS SHEET FOR INLET INFORMATION.
1
3
5
SDLN-6
SEE SHEET 308
SDLN-3
SEE SHEET 305
3A
3B
3C
3D
1D
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
3E
27
3
.
7
0
275.67
28
7
.
3
8
275.39
0.0804
0.1324
1+36.22
294.11
24.15
0.0886
104 103 102 101 100
105
TRACT L
S
D
S
D
SD SD SD
S
D
SS
SS
S
S
S
S
S
S
S
S
8.00'
PUE, TYP.
SDCI
3A.2
SDMH
1E
SDMH
5A
SDCB
5A.1
W
W
W
W
1D
1D
5A
2
SDMH
1D
ALLEY 2
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SDLN-5
SDLN-3
SS
L
N
-
B
SSLN-CSSLN-C 11
+
0
0
12
+
0
0
4+
4
4
4+
0
0
11
4
+
0
0
3
+
0
0
4
+
0
0
1+00 2+00
3
+
0
0
12
+
0
0
W
W
W
W
235
240
250
260
270
280
290
300
235
240
250
260
270
280
290
300
0+75 1+00 2+00 3+00
SD
M
H
1
E
F
L
A
T
T
O
P
ST
A
=
1
1
3
+
5
9
.
5
5
,
1
1
.
5
0
'
L
(R
I
V
E
R
T
E
R
R
A
C
E
)
24
"
I
E
I
N
=
2
6
7
.
4
9
(
S
)
12
"
I
E
I
N
=
2
6
8
.
3
9
(
E
)
24
"
I
E
O
U
T
=
2
6
7
.
3
9
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
5
)
RI
M
=
2
7
3
.
2
0
162.29 LF 12" (C900)
@ S=0.0050
SD
M
H
5
A
F
L
A
T
T
O
P
ST
A
=
1
+
3
5
.
0
0
,
2
.
8
4
'
L
(A
L
L
E
Y
2
)
12
"
I
E
I
N
=
2
6
9
.
4
0
(
S
)
12
"
I
E
O
U
T
=
2
6
9
.
2
1
(
W
)
ST
A
=
2
+
6
2
.
2
9
(
S
D
L
N
-
5
)
RI
M
=
2
7
3
.
4
6
243.86 LF 12" (C900)
@ S=0.0284
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SDCB 5A.1
0+42.50, 6.50' L
(ALLEY 2)
RIM = 272.90
10" IE OUT = 269.46
3.65 LF (C900)
@S=0.0200
SDCB 5B.1
2+02.67, 6.50' L
(ALLEY 1)
RIM = 284.03
10" IE OUT = 279.08
11.50 LF (PVC)
@S=0.1813
240
250
260
270
280
290
300
240
250
260
270
280
290
300
3+00 4+00 5+00 6+00 6+50
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE SD
M
H
5
B
ST
A
=
2
+
0
2
.
6
7
,
5
.
0
0
'
R
(A
L
L
E
Y
1
)
12
"
I
E
I
N
=
2
7
6
.
5
3
(
S
)
10
"
I
E
I
N
=
2
7
7
.
0
0
(
W
)
12
"
I
E
O
U
T
=
2
7
6
.
3
3
(
N
)
ST
A
=
5
+
0
6
.
1
5
(
S
D
L
N
-
5
)
RI
M
=
2
8
4
.
3
2
199.61 LF 12
"
(
P
V
C
)
@ S=0.0389
243.86 LF 12" (C9
0
0
)
@ S=0.0284
CLASS 'B' GRANULAR BACKFILL & BEDDING
105
TR
A
C
T
O
106 110 111108109 121113112107114
116
TR
A
C
T
N
117 118 119 120 122 123
144 143 142 141 140 136139138137 135
115
TRACT M
SD SD SDSDSDSDSDSD
SS SS SSSSSSSSSS
1
SDMH
5B
SDCI
1G.2
5B
SDCB
5B.1
2
TYP.
2
TYP.
TRACT L
SDCI
4C.1
ALLEY 1
SSLN-E
SDLN-5
1+002+003+004+00
3+00 4+00 5+00 6+00
135
STORM LATERAL TABLE
LOT #
LOT - (105)
LOT - (110)
LOT - (111)
LOT - (115)
LOT - (116)
LOT - (120)
LOT - (121)
LOT - (136)
LOT - (137)
LOT - (138)
LOT - (139)
LOT - (140)
LOT - (141)
LOT - (142)
LOT - (143)
LOT - (144)
LOT - (145)
STATION
2+93.50 (SDLN-5)
3+75.65 (SDLN-5)
4+06.66 (SDLN-5)
4+73.70 (SDLN-5)
5+19.83 (SDLN-5)
5+96.83 (SDLN-5)
6+17.83 (SDLN-5)
6+06.83 (SDLN-5)
5+86.83 (SDLN-5)
5+42.83 (SDLN-5)
5+22.83 (SDLN-5)
4+63.83 (SDLN-5)
4+43.83 (SDLN-5)
4+02.83 (SDLN-5)
3+82.83 (SDLN-5)
3+35.83 (SDLN-5)
3+15.83 (SDLN-5)
LENGTH
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
SLOPE
3.18%
6.28%
12.61%
18.72%
12.47%
14.55%
15.11%
27.14%
27.41%
28.00%
28.28%
16.00%
11.91%
3.52%
2.00%
2.00%
2.00%
IE AT MAIN
270.54
272.87
273.76
275.66
277.33
280.40
281.24
280.88
280.09
278.33
277.53
275.46
274.89
273.73
273.16
271.83
271.26
IE AT LOT
271.11
274.01
276.03
279.03
279.57
283.02
283.96
283.06
282.28
280.57
279.79
276.74
275.85
274.01
273.32
271.99
271.42
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN PLAN
SCALE: 1" = 40'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
7
-
3
0
8
)
S
D
L
N
-
5
S
D
L
N
-
6
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
7
Ma
r
.
1
9
,
2
4
-
8:
5
7
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-5 SDLN-6
STORM PLAN &
PROFILE
307
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
5A
5B
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS DWG NO. 050, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL CG-2 CATCH BASIN PER CWS DWG
NO. 300, 310, & 320, SHEET D3.01. SEE
TABLE THIS SHEET FOR INLET INFORMATION.
1
2
5
SDLN-1
SEE SHEET 301
SDLN-1
SEE SHEET 301
SDLN-5
SEE THIS SHEET
SDLN PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN PLAN
SCALE: 1" = 40'
SD
L
N
-
5
SE
E
TH
I
S
S
H
E
E
T
SD
L
N
-
5
SE
E
S
H
E
E
T
30
8
1D
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
26
7
.
0
6
0.0059
268.60
2+95.20 19.1 18.1%270.24 273.70
26
7
.
8
5
26
6
.
8
2
26
9
.
0
0
26
8
.
8
0
27
8
.
8
7
27
8
.
9
6
27
8
.
7
2
0.0399
0.0399
0.0272
XXX.XX
0.0104
27
3
.
3
9
4+07.10
6+07.30
18.0 9.8%272.65 274.51
19.2 11.3%273.60 275.77
19.1 15.3%278.59
19.1 16.4%280.43
19.1 11.8%280.23 282.47
19.15 12.6%281.00 283.41
9.75 19.9%280.70 282.65
8.49 22.8%279.92 281.86
9.1 27.1%280.72
9.1 24.8%
9.0 26.5%277.79
8.9 26.6%274.79 277.16
9.3 15.4%273.54 274.97
9.3 17.1%272.95 274.54
9.4 10.6%271.53 272.53
9.5 12.0%270.93 272.07
124
123
125
TR
A
C
T
M
129133132131
130 126
128
127
TR
A
C
T
L
134
135
SD
SD
SD
SD
SD
SS
SS
S
S
S
S
SS
SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDMH
5C
SDMH
5D
SDCI
8A.1
SDCB
5D.1
SDMH
1H
1
W
W
W
W
1 5A
ALLEY 3
SSLN-F
SSLN-E
SDLN-5
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
6+
0
0
7+
0
0
0+
0
0
1+00
10
8
+
0
0
10
9
+
0
0
8
+
0
0
9
+
0
0
7
+
0
0
7+91
0+001+002+00
2
TYP.
135
250
260
270
280
290
300
310
250
260
270
280
290
300
310
6+50 7+00 8+00 8+50
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
199.61 LF 12
"
(
P
V
C
)
@ S=0.0389
SD
M
H
5
C
ST
A
=
1
+
1
6
.
0
8
,
3
.
0
0
'
L
(A
L
L
E
Y
3
)
12
"
I
E
I
N
=
2
8
4
.
5
0
(
W
)
12
"
I
E
O
U
T
=
2
8
4
.
3
0
(
N
)
ST
A
=
7
+
0
5
.
7
6
(
S
D
L
N
-
5
)
RI
M
=
2
9
3
.
2
5
69.96 LF 12" (PVC)
@ S=0.0228
SD
M
H
5
D
ST
A
=
0
+
4
6
.
1
2
,
3
.
0
0
'
L
(A
L
L
E
Y
3
)
10
"
I
E
I
N
=
2
8
6
.
3
0
(
W
)
12
"
I
E
O
U
T
=
2
8
6
.
1
0
(
E
)
ST
A
=
7
+
7
5
.
7
2
(
S
D
L
N
-
5
)
RI
M
=
2
9
1
.
0
1
SANITARY SEWE
R
SDCB 5D.1
0+34.13, 6.46' L
(ALLEY 3)
RIM = 290.54
10" IE OUT = 286.54
12.48 LF (C900)
@S=0.0200
SDCB 6A.1
1+35.94, 6.50' L
(ALLEY 7)
RIM = 273.27
10" IE OUT = 270.22
5.50 LF (C900)
@S=0.0100
69
70
71
74
72
7399
98
68
S
D
S
D
SD SD SD
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSS
SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDCI
3C.2
SDMH
6C
SDMH
13C
SDMH
13B
SDMH
6B
SDMH
4A
SDMH
4B
5B
W
W
W
W
W
W
W
W
SDCB
6A.1
1D
AL
L
E
Y
4
ALLEY 7
SW
1
6
5
T
H
A
V
E
SS
L
N
-
K
SD
L
N
-
1
3
SDLN-3
SD
L
N
-
4
SD
L
N
-
7
SDLN-6
SSLN-B SSLN-B
SS
L
N
-
B
SW
1
6
6
T
H
A
V
E
11
+
0
0
12
+
0
0
4+
0
0
4+
2
4
1+00 2+00 3+00 3+34
15
+
0
0
16
+
0
0
2
+
0
0
3
+
0
0
2
+
0
0
1
+
0
0
4+10
1D 12
TYP.
SD
235
240
250
260
270
280
290
300
235
240
250
260
270
280
290
300
0+75 1+00 2+00 3+00 3+25
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
113.00 LF 12" (D.I.)
@ S=0.0050
SD
M
H
6
B
F
L
A
T
T
O
P
ST
A
=
2
+
2
0
.
0
0
,
1
.
0
0
'
L
(A
L
L
E
Y
7
)
12
"
I
E
I
N
=
2
7
0
.
7
0
(
S
)
12
"
I
E
I
N
=
2
7
0
.
7
0
(
E
)
12
"
I
E
O
U
T
=
2
7
0
.
5
0
(
W
)
ST
A
=
2
+
1
3
.
0
0
(
S
D
L
N
-
6
)
RI
M
=
2
7
3
.
9
1
60.21 LF 12" (C900)
@ S=0.0050
SD
M
H
6
C
ST
A
=
2
+
8
0
.
2
1
,
1
.
0
0
'
L
(A
L
L
E
Y
7
)
12
"
I
E
O
U
T
=
2
7
1
.
0
0
(
W
)
ST
A
=
2
+
7
3
.
2
1
(
S
D
L
N
-
6
)
RI
M
=
2
7
6
.
4
8
SD
M
H
4
B
F
L
A
T
T
O
P
ST
A
=
1
+
0
7
.
0
0
,
1
.
0
0
'
L
(A
L
L
E
Y
7
)
12
"
I
E
I
N
=
2
6
9
.
9
4
(
E
)
12
"
I
E
I
N
=
2
6
9
.
9
3
(
S
)
12
"
I
E
O
U
T
=
2
6
9
.
7
3
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
6
)
RI
M
=
2
7
2
.
7
5
SANITARY SEWER
STORM LATERAL TABLE
LOT #
LOT - (68)
LOT - (69)
LOT - (70)
LOT - (71)
LOT - (72)
LOT - (125)
LOT - (127)
LOT - (130)
LOT - (134)
LOT - (135)
STATION
2+65.49 (SDLN-6)
2+33.49 (SDLN-6)
2+01.49 (SDLN-6)
1+69.49 (SDLN-6)
1+37.49 (SDLN-6)
6+84.83 (SDLN-5)
7+70.95 (SDLN-5)
7+09.86 (SDLN-5)
6+70.83 (SDLN-5)
6+50.83 (SDLN-5)
LENGTH
12.00'
12.00'
12.00'
12.00'
12.00'
18.97'
15.43'
16.01'
8.00'
8.00'
SLOPE
2.00%
2.00%
2.00%
2.00%
2.00%
16.43%
4.30%
2.00%
26.27%
26.54%
IE AT MAIN
271.30
271.14
270.78
270.62
270.46
283.91
286.24
284.64
283.44
282.64
IE AT LOT
271.54
271.38
271.02
270.86
270.70
287.03
286.90
284.96
285.54
284.76
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
7
-
3
0
8
)
S
D
L
N
-
5
S
D
L
N
-
6
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
8
Ma
r
.
1
9
,
2
4
-
8:
5
7
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN PLAN
SCALE: 1" = 40'
SDLN-5 SDLN-6
STORM PLAN &
PROFILE
308
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
5A
5B
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS DWG NO. 050, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL CG-2 CATCH BASIN PER CWS DWG
NO. 300, 310, & 320, SHEET D3.01. SEE
TABLE THIS SHEET FOR INLET INFORMATION.
1
2
5
SDLN-5
SEE SHEET 307
SDLN PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN-1
SEE SHEET 302
SDLN-1
SEE SHEET 301
SDLN6 PLAN
SCALE: 1" = 40'
SDLN-7
SEE SHEET 309
SDLN-13
SEE SHEET 315
SDLN-13
SEE SHEET 315
SDLN-4
SEE SHEET 306
SDLN-4
SEE SHEET 306
SDLN6 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
1D
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
28
5
.
7
3
0.0272
0.0649
2+00.40
13.0 3.0%271.17 271.56
28
5
.
5
0
0.0143
2+34.77 13.4 3.46%270.95 271.41
13.5 3.8%270.51
13.3 3.76%270.36
13.3 3.83%270.22 270.73
19.7 14.1%283.50 286.28
16.7 5.1%285.67 286.52
16.6 4.88%284.57 285.38
9.1 11.76%283.13 284.20
10.9 13.03%282.34 283.76
6+83.45
SDCB 7B.1
1+88.41, 6.50' L
(ALLEY 4)
RIM = 286.48
10" IE OUT = 281.46
9.50 LF (PVC)
@S=0.1155
240
250
260
270
280
290
300
310
240
250
260
270
280
290
300
310
0+75 1+00 2+00 3+00 4+00 5+00 5+50
SD
M
H
6
B
F
L
A
T
T
O
P
ST
A
=
2
+
1
3
.
0
0
,
0
.
0
0
'
R
(A
L
L
E
Y
4
)
12
"
I
E
I
N
=
2
7
0
.
7
0
(
S
)
12
"
I
E
I
N
=
2
7
0
.
7
0
(
E
)
12
"
I
E
O
U
T
=
2
7
0
.
5
0
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
7
)
RI
M
=
2
7
3
.
9
1
172.46 LF 12" (PVC)
@ S=0.0509
SD
M
H
7
B
ST
A
=
1
+
8
8
.
4
1
,
3
.
0
0
'
R
(A
L
L
E
Y
4
)
12
"
I
E
I
N
=
2
8
0
.
2
0
(
S
)
10
"
I
E
I
N
=
2
8
0
.
3
7
(
W
)
12
"
I
E
O
U
T
=
2
8
0
.
0
0
(
N
)
ST
A
=
3
+
3
6
.
4
7
(
S
D
L
N
-
7
)
RI
M
=
2
8
6
.
7
1
157.53 LF 12" (PVC)
@ S=0.0622
SD
M
H
7
C
ST
A
=
0
+
3
0
.
8
8
,
3
.
0
0
'
R
(A
L
L
E
Y
4
)
12
"
I
E
O
U
T
=
2
9
0
.
0
0
(
N
)
ST
A
=
4
+
9
4
.
0
0
(
S
D
L
N
-
7
)
RI
M
=
2
9
6
.
1
5
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SANITARY
S
E
W
E
R
64.01 LF 12" (C900)
@ S=0.0050
SD
M
H
7
A
ST
A
=
3
+
6
0
.
8
6
,
3
.
0
0
'
R
(A
L
L
E
Y
4
)
12
"
I
E
I
N
=
2
7
1
.
2
2
(
S
)
12
"
I
E
O
U
T
=
2
7
1
.
0
2
(
N
)
ST
A
=
1
+
6
4
.
0
1
(
S
D
L
N
-
7
)
RI
M
=
2
7
6
.
3
8
SD SD SDSDSDSD
SD
SD
SD
S
S
SS
SS SS SS SS SSSSSSSS
SS
SS
SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PGE
644
PGE
644
PG
E
64
4
PG
E
64
4
PGE
644
P
G
E
6
4
4
1
0+001+002+003+004+004+24
2+
0
0
3+
0
0
2+
0
0
3+
0
0
1+00 2+00 3+00 4+00 4+94
SDCI
13F.1
SDMH
7C
SDCB
4D.1
SDMH
SDCI
4C.2
SDCI
13E.1
SDMH
7B
SDCI
13C.1
SDMH
6C
SDCI
4A.2
SDMH
6B
SDMH SDMH
S
S
L
N
-
K
S
D
L
N
-
4
SSLN-D
SS
L
N
-
D
SDLN-7
SD
L
N
-
6
SS
L
N
-
B
SS
L
N
-
B
SS
L
N
-
G
ALLEY 4
AL
L
E
Y
7
AL
L
E
Y
8
TR
A
C
T
J
87
84
85
89
TRACT I
88
97 90
69
96
77
70
95
83
76
71
94
8275
TR
A
C
T
K
8174
72
93
86
8073
99 92
79
98 91
78
68
1D
2
TYP.
1
5A
SDCB
7B.1
S
D
STORM LATERAL TABLE
LOT #
LOT - (73)
LOT - (74)
LOT - (75)
LOT - (76)
LOT - (77)
LOT - (78)
LOT - (79)
LOT - (80)
LOT - (81)
LOT - (82)
LOT - (83)
LOT - (89)
LOT - (90)
LOT - (91)
LOT - (92)
LOT - (93)
LOT - (94)
LOT - (95)
LOT - (96)
LOT - (97)
LOT - (98)
LOT - (99)
STATION
1+33.00 (SDLN-7)
1+70.00 (SDLN-7)
1+90.00 (SDLN-7)
2+37.00 (SDLN-7)
2+57.00 (SDLN-7)
3+05.00 (SDLN-7)
3+40.00 (SDLN-7)
3+89.00 (SDLN-7)
4+09.00 (SDLN-7)
4+53.00 (SDLN-7)
4+73.00 (SDLN-7)
4+78.00 (SDLN-7)
4+40.00 (SDLN-7)
4+20.00 (SDLN-7)
3+76.00 (SDLN-7)
3+56.00 (SDLN-7)
2+92.00 (SDLN-7)
2+62.00 (SDLN-7)
2+22.00 (SDLN-7)
2+02.00 (SDLN-7)
1+58.00 (SDLN-7)
1+38.00 (SDLN-7)
LENGTH
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
SLOPE
2.00%
2.00%
2.00%
2.00%
2.00%
3.82%
30.00%
30.00%
30.00%
30.00%
30.00%
25.76%
23.40%
22.16%
19.43%
18.19%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
IE AT MAIN
271.20
271.86
272.88
275.27
276.29
278.73
278.98
281.43
282.43
284.63
285.63
285.88
283.98
282.98
280.78
279.78
278.07
276.54
274.51
273.49
271.33
271.23
IE AT LOT
271.40
272.06
273.08
275.47
276.49
279.11
281.98
284.43
285.43
287.63
288.63
290.00
287.72
286.53
283.89
282.69
278.39
276.86
274.83
273.81
271.65
271.55
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
0
9
)
S
D
L
N
-
7
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
30
9
Ma
r
.
1
9
,
2
4
-
8:
5
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-7 STORM PLAN
& PROFILE
309
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
5A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER
CWS DWG NO. 050, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL CG-2 CATCH BASIN PER CWS DWG
NO. 300, 310, & 320, SHEET D3.01. SEE
TABLE THIS SHEET FOR INLET INFORMATION.
1
2
5
SDLN PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN PLAN
SCALE: 1" = 40'
SDLN-6
SEE SHEET 308
1D
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
280.68
11.73 5.89%271.89
0.0326
11.83 4.4%272.38
11.65 3.3%273.26
11.04 5.7 275.90
11.3 4.9%276.84
11.37 6.77%279.50
12.16 28.7%282.47
11.05 31.6%284.92
10.75 30.1%285.67
11.21 29.6%287.95
11.26 34.6%289.78
17.8 24.6%290.27
17.8 21.3%287.76
18.23 21.2%286.85
17.5 18.5%284.01
17.6 15.9%282.58
17.6 5.0%278.95
18.1 2.9%277.07
17.3 5.4%275.45
17.4 8.3%274.93
17.4 5.3%272.25
17.2 5.5%272.18
240
250
260
270
280
290
300
310
320
330
240
250
260
270
280
290
300
310
320
330
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25
SD
M
H
1
I
ST
A
=
7
+
3
3
.
6
0
,
6
.
0
0
'
L
(J
E
A
N
L
O
U
I
S
E
)
12
"
I
E
I
N
=
2
7
1
.
5
9
(
S
)
12
"
I
E
I
N
=
2
7
1
.
5
9
(
E
)
18
"
I
E
O
U
T
=
2
7
1
.
0
9
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
8
)
RI
M
=
2
8
5
.
9
7
85.17
L
F
1
2
"
(
P
V
C
)
@ S=0.
0
9
8
0
SD
M
H
8
A
ST
A
=
8
+
1
8
.
7
7
,
5
.
9
5
'
L
(J
E
A
N
L
O
U
I
S
E
)
12
"
I
E
I
N
=
2
8
0
.
1
3
(
E
)
10
"
I
E
I
N
=
2
8
0
.
9
6
(
S
)
10
"
I
E
I
N
=
2
8
0
.
9
6
(
N
)
12
"
I
E
O
U
T
=
2
7
9
.
9
3
(
W
)
ST
A
=
1
+
8
5
.
1
7
(
S
D
L
N
-
8
)
RI
M
=
2
8
8
.
0
9
192.09 LF
1
2
"
(
P
V
C
)
@ S=0.056
1
SD
M
H
8
B
ST
A
=
1
0
+
1
0
.
8
6
,
6
.
0
6
'
L
(J
E
A
N
L
O
U
I
S
E
)
12
"
I
E
I
N
=
2
9
1
.
1
1
(
E
)
12
"
I
E
I
N
=
2
9
1
.
6
1
(
S
)
12
"
I
E
O
U
T
=
2
9
0
.
9
1
(
W
)
ST
A
=
3
+
7
7
.
2
6
(
S
D
L
N
-
8
)
RI
M
=
3
0
0
.
9
2
38.51 LF 12" (PVC)
@ S=0.1009
195.50 L
F
1
2
"
(
P
V
C
)
@ S=0.06
6
4
SD
M
H
8
D
ST
A
=
1
2
+
4
4
.
8
7
,
6
.
0
0
'
L
(J
E
A
N
L
O
U
I
S
E
)
12
"
I
E
I
N
=
3
0
8
.
6
7
(
S
)
12
"
I
E
I
N
=
3
0
8
.
6
7
(
E
)
12
"
I
E
O
U
T
=
3
0
8
.
1
7
(
W
)
ST
A
=
6
+
1
1
.
2
7
(
S
D
L
N
-
8
)
RI
M
=
3
1
6
.
1
6
38.51 LF 12" (PVC)
@ S=0.0892
SD
M
H
8
E
ST
A
=
1
2
+
8
3
.
3
8
,
6
.
0
0
'
L
(J
E
A
N
L
O
U
I
S
E
)
10
"
I
E
I
N
=
3
1
2
.
3
1
(
S
)
10
"
I
E
I
N
=
3
1
2
.
3
1
(
N
)
12
"
I
E
O
U
T
=
3
1
2
.
1
1
(
W
)
ST
A
=
6
+
4
9
.
7
8
(
S
D
L
N
-
8
)
RI
M
=
3
1
8
.
3
7
SD
M
H
8
C
ST
A
=
1
0
+
4
9
.
3
7
,
6
.
0
0
'
L
(J
E
A
N
L
O
U
I
S
E
)
12
"
I
E
I
N
=
2
9
5
.
2
0
(
E
)
10
"
I
E
I
N
=
2
9
6
.
5
7
(
N
)
10
"
I
E
I
N
=
2
9
6
.
5
7
(
S
)
12
"
I
E
O
U
T
=
2
9
5
.
0
0
(
W
)
ST
A
=
4
+
1
5
.
7
7
(
S
D
L
N
-
8
)
RI
M
=
3
0
2
.
7
4
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
PROPOSED WATERLINE
S
D
S
D
S
D
S
D
S
D
S
D
SD SD SD SDSDSDSDSDSD
S
D
S
D
S
D
S
D
SD SD SD
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS
S
S
SS SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
PG
E
64
4
PG
E
64
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
S
D
S
D
S
D
S
D
S
D
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
W
W
W W
3D
S
W
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW LORENZO LANE
ALLEY 3
ALLEY 8
ALLEY 10
ALLEY 9
SW JEAN LOUISE RD
SW
1
6
5
T
H
A
V
E
SW
1
6
6
T
H
A
V
E
4+
0
0
5+
0
0
6+
0
0
0+
0
0
9+
0
0
10
+
0
0
11
+
0
0
1
+
0
0
2
+
0
0
1
+
0
0
2
+
0
0
7
+
0
0
7
+
8
4
6
+
3
6
1+00 2+00 3+00 4+00 5+00 6+00 6+55
1+00
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDCI
8E.2
SDCI
8E.1
SDMH
8E
SDMH
8D
SDMH
12A
SDMH
13G
SDCI
8C.1
SDCI
8C.2
SDMH
8C
SDMH
8B
SDMH
10A
SDCI
8A.1
SDCI
8A.2
SDMH
1J
SDMH
8A
SDMH
1I
SDMH
1K
SDMH
1H
SD
L
N
-
1
SDLN-9
SS
L
N
-
F
SS
L
N
-
F
SSLN-FSSLN-E
SDLN-5
SS
L
N
-
K
SS
L
N
-
K
SD
L
N
-
1
3
SDLN-8 SDLN-8
SD
L
N
-
1
0
SD
L
N
-
1
2
129 133132131130
126
128
127
TRACT L
TRACT E
87 8485
TRACT G
19
20 21 2216
TRACT F
17 18 23
56
574143423940
88 86
2 3F
3E
TYP.
3B
2
TYP.
113C1
3A 1 1
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
S
D
S
D
SDCI 8A.1
8+19.55, 26.50' L
(JEAN LOUISE)
RIM/TC = 288.16
10" IE OUT = 281.98
20.57 LF (PVC)
@S=0.0500
SDCI 8A.2
8+17.54, 26.50' R
(JEAN LOUISE)
RIM/TC = 288.15
10" IE OUT = 282.69
32.47 LF (PVC)
@S=0.0536
SDCI 8C.1
10+49.37, 26.50' L
(JEAN LOUISE)
RIM/TC = 302.77
10" IE OUT = 297.72
20.50 LF (PVC)
@S=0.0565
SDCI 8C.2
10+49.37, 26.50' R
(JEAN LOUISE)
RIM/TC = 302.36
10" IE OUT = 297.72
32.50 LF (PVC)
@S=0.0356
SDCI 8E.1
12+83.38, 26.50' L
(JEAN LOUISE)
RIM/TC = 318.38
10" IE OUT = 313.38
20.50 LF (PVC)
@S=0.0525
SDCI 8E.2
12+83.38, 26.50' R
(JEAN LOUISE)
RIM/TC = 318.40
10" IE OUT = 313.38
32.50 LF (PVC)
@S=0.0331
STORM LATERAL TABLE
LOT #
LOT - (39)
LOT - (40)
LOT - (41)
LOT - (42)
LOT - (43)
LOT - (84)
LOT - (85)
LOT - (86)
LOT - (87)
LOT - (88)
STATION
4+30.73 (SDLN-8)
4+62.73 (SDLN-8)
4+94.73 (SDLN-8)
5+26.73 (SDLN-8)
5+47.66 (SDLN-8)
5+44.66 (SDLN-8)
5+30.66 (SDLN-8)
4+98.66 (SDLN-8)
4+66.66 (SDLN-8)
4+34.66 (SDLN-8)
LENGTH
53.00'
53.00'
53.00'
53.00'
53.00'
41.00'
41.00'
41.00'
41.00'
41.00'
SLOPE
4.03%
4.95%
6.74%
8.38%
9.03%
5.50%
5.95%
5.41%
5.82%
6.94%
IE AT MAIN
297.69
299.65
301.61
303.57
304.86
304.67
303.81
301.85
299.89
297.93
IE AT LOT
299.82
302.27
305.18
308.02
309.64
306.93
306.26
304.07
302.28
300.77
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
0
)
S
D
L
N
-
8
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
0
Ma
r
.
1
9
,
2
4
-
8:
5
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-8 STORM PLAN
& PROFILE
310
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 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 D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1
2
3
SDLN8 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN8 PLAN
SCALE: 1" = 40'
INLET DATA:
3A
3B
3C
3D
3E
3F
SDLN-1
SEE SHEET 301
SDLN-5
SEE SHEET 307
SDLN-13
SEE SHEET 315
SDLN-12
SEE SHEET 314
SDLN-10
SEE SHEET 312
SDLN-9
SEE SHEET 311
SDLN-1
SEE SHEET 302
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
27
2
.
2
1
0.0784
281.55
27
1
.
2
5
27
0
.
9
1
28
0
.
6
6
27
9
.
5
8
29
1
.
8
6
29
2
.
2
2
29
1
.
3
7
29
5
.
5
7
29
6
.
8
8
30
7
.
9
0
31
2
.
0
1
31
1
.
6
9
0.0631
0.0815
0.0585
0.097
8
0.0433
302.77
313.12
313.04
0.0258
0.0395
0.0317
4+61.06
53.86 5.62%296.79
5+43.57
4+97.49
54.04 6.55%298.73
53.26 8.17%300.83
53.94 9.56%302.86
53.76 10.13%304.20
42.89 6.95%303.95
42.74 7.33%303.12
42.44 7.16%301.03
42.49 7.54%299.07
42.38 8.77%297.05
240
250
260
270
280
290
300
310
240
250
260
270
280
290
300
310
0+75 1+00 2+00 3+00 4+00 5+00 6+00
SD
M
H
1
K
ST
A
=
1
0
+
4
7
.
0
0
,
0
.
0
0
'
(A
L
L
E
Y
1
0
)
12
"
I
E
I
N
=
2
7
2
.
6
2
(
S
)
12
"
I
E
I
N
=
2
7
3
.
6
2
(
E
)
12
"
I
E
O
U
T
=
2
7
2
.
4
2
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
9
)
RI
M
=
2
8
4
.
3
3
163.45
L
F
1
2
"
(
P
V
C
)
@ S=0.
0
9
5
8
SD
M
H
9
B
ST
A
=
2
+
1
6
.
5
6
,
1
.
9
2
'
L
(A
L
L
E
Y
1
0
)
12
"
I
E
I
N
=
2
8
9
.
4
9
(
S
)
12
"
I
E
O
U
T
=
2
8
9
.
2
9
(
W
)
ST
A
=
2
+
6
3
.
4
5
(
S
D
L
N
-
9
)
RI
M
=
2
9
6
.
0
1
281.71 LF 12" (PVC)
@ S=0.0219
SD
M
H
9
C
ST
A
=
0
+
3
2
.
0
6
,
5
.
0
0
'
R
(A
L
L
E
Y
5
)
12
"
I
E
O
U
T
=
2
9
5
.
6
6
(
N
)
ST
A
=
5
+
4
5
.
1
6
(
S
D
L
N
-
9
)
RI
M
=
3
0
1
.
7
4
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SANITARY SEWE
R
3+
0
0
3+
1
2
TRACT E
19
20
21 2216
TRACT F
17 18 23
15 24
1+00 2+00
3
+
0
0
S
D
S
D
S
D
SD SD SD
S
D
S
S
S
S
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDMH
9B
SDMH
1JSDMH
1K
SD
L
N
-
1
SDLN-9
SSLN-I
SSLN-H
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
ALLEY 10
W
W
W
W
W
W
W
5A 1
1
SDCB
9A.1
SDCI
8A.2
2
TYP.
SW JEAN LOUISE RD
1+00 2+00
SDCB 9A.1
1+33.08, 6.59' L
(ALLEY 10)
RIM = 289.37
10" IE OUT = 284.37
4.55 LF (PVC)
@S=0.6726
STORM LATERAL TABLE
LOT #
LOT - (3)
LOT - (7)
LOT - (11)
LOT - (15)
**LOT - (19)
**LOT - (20)
**LOT - (24)
**LOT - (25)
**LOT - (26)
LOT - (27)
LOT - (28)
**LOT - (29)
LOT - (30)
**LOT - (31)
STATION
5+37.34 (SDLN-9)
4+68.18 (SDLN-9)
3+78.42 (SDLN-9)
2+97.03 (SDLN-9)
2+38.51 (SDLN-9)
2+55.51 (SDLN-9)
3+04.42 (SDLN-9)
3+24.42 (SDLN-9)
3+68.42 (SDLN-9)
3+88.42 (SDLN-9)
4+32.42 (SDLN-9)
4+52.42 (SDLN-9)
4+96.42 (SDLN-9)
5+16.42 (SDLN-9)
LENGTH
18.00'
18.01'
18.02'
18.02'
11.03'
11.07'
7.98'
7.98'
7.98'
7.99'
7.99'
7.99'
8.00'
8.00'
SLOPE
2.00%
2.32%
2.80%
3.23%
15.00%
16.40%
13.81%
18.70%
13.86%
13.62%
13.08%
12.84%
12.31%
12.07%
IE AT MAIN
295.74
294.22
292.26
290.47
287.80
288.98
290.72
291.16
292.12
292.56
293.52
293.96
294.92
295.36
IE AT LOT
296.10
294.64
292.76
291.06
289.45
290.80
291.82
292.65
293.23
293.65
294.57
294.99
295.91
296.33
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
0+001+002+00
1014
30
TRACT D
67138159
11
4512 3
25 29242827 3126
3+00 4+00 5+00 5+45
SD
SD SD SD SD SD SD
SS SS SS SS SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PG
E
64
4
PGE
644
PGE
577
SDMH
9C
SDMH
1N
SD
L
N
-
1
SSLN-I
SDLN-9
S
D
S
D
S
D
S
D
ALLEY 5
SW 166TH AVE
SW
B
E
A
C
O
N
L
N
W
W
W
W
W
2
1
TRACT F
SDCI
10C.1
SDCI
15A.1
SW RIVER TERRACE BLVD
TYP.
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
1
)
S
D
L
N
-
9
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
1
Ma
r
.
1
9
,
2
4
-
8:
5
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-9 STORM PLAN
& PROFILE
311
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL CG-2 CATCH BASIN PER CWS DWG
NO. 300, 310, & 320, SHEET D3.01. SEE
TABLE THIS SHEET FOR INLET INFORMATION.
1
2
5
SDLN PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN PLAN
SCALE: 1" = 40'
INLET DATA:
5A
SDLN PLAN
SCALE: 1" = 40'
SDLN-1
SEE SHEET 301
SDLN-1
SEE SHEET 302
SDLN-9
SEE THIS SHEET
SD
L
N
-
9
SE
E
TH
I
S
S
H
E
E
T
SDLN-1
SEE SHEET 303
SDLN-1
SEE SHEET 302
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
0.0232
27
2
.
1
8
283.42
3+74.28
18.93 25.7%295.62 300.48
27
3
.
3
0
27
2
.
0
9
28
9
.
1
3
28
8
.
6
9
0.094
2
0.5033
**BROKEN/MISSING LATERAL BOARD
18.96 26.8%294.03
20.2 26.8%291.90 297.32
18.88 28%290.14 295.42
8.27 5.93%292.30 292.79
9.53 3.57%293.29 293.63
9.27%294.68 295.40
8.61
299.11
250
260
270
280
290
300
310
320
250
260
270
280
290
300
310
320
0+75 1+00 2+00 3+00 3+75
60.62 LF 12" (PVC)
@ S=0.0050
SD
M
H
1
0
A
ST
A
=
4
+
7
6
.
9
5
,
7
.
0
0
'
R
(1
6
6
T
H
)
12
"
I
E
I
N
=
2
9
2
.
1
2
(
S
)
10
"
I
E
I
N
=
2
9
2
.
2
8
(
W
)
10
"
I
E
I
N
=
2
9
2
.
2
8
(
E
)
12
"
I
E
O
U
T
=
2
9
1
.
9
2
(
N
)
ST
A
=
1
+
6
0
.
6
2
(
S
D
L
N
-
1
0
)
RI
M
=
3
0
0
.
1
0
92.45 LF 12" (PVC
)
@ S=0.0283
SD
M
H
1
0
B
ST
A
=
3
+
8
4
.
5
0
,
7
.
0
0
'
R
(1
6
6
T
H
)
12
"
I
E
I
N
=
2
9
4
.
9
3
(
S
)
12
"
I
E
I
N
=
2
9
6
.
3
1
(
E
)
12
"
I
E
O
U
T
=
2
9
4
.
7
4
(
N
)
ST
A
=
2
+
5
3
.
0
7
(
S
D
L
N
-
1
0
)
RI
M
=
3
0
3
.
6
6
66.16
L
F
1
2
"
(
P
V
C
)
@ S=0.
0
9
1
7
SD
M
H
1
0
C
ST
A
=
3
+
1
8
.
3
4
,
7
.
0
0
'
R
(1
6
6
T
H
)
10
"
I
E
I
N
=
3
0
1
.
2
0
(
W
)
10
"
I
E
I
N
=
3
0
1
.
2
0
(
E
)
12
"
I
E
O
U
T
=
3
0
1
.
0
0
(
N
)
ST
A
=
3
+
1
9
.
2
2
(
S
D
L
N
-
1
0
)
RI
M
=
3
0
7
.
2
1
SD
M
H
8
B
ST
A
=
5
+
3
7
.
5
6
,
7
.
0
0
'
R
(1
6
6
T
H
)
12
"
I
E
I
N
=
2
9
1
.
1
1
(
E
)
12
"
I
E
I
N
=
2
9
1
.
6
1
(
S
)
12
"
I
E
O
U
T
=
2
9
0
.
9
1
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
0
)
RI
M
=
3
0
0
.
9
2
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SANITARY SEWER
PROPOSED WATERLINE
SDCI 10A.1
4+76.95, 17.50' L
(166TH)
RIM/TC = 299.65
10" IE OUT = 294.65
24.50 LF (PVC)
@S=0.0967
SDCI 10A.2
4+76.95, 17.50' R
(166TH)
RIM/TC = 300.81
10" IE OUT = 295.86
10.50 LF (PVC)
@S=0.3410
SDCI 10C.1
3+18.34, 17.50' L
(166TH)
RIM/TC = 307.46
10" IE OUT = 302.46
24.50 LF (PVC)
@S=0.0513
SDCI 10C.2
3+18.34, 17.50' R
(166TH)
RIM/TC = 307.46
10" IE OUT = 302.46
10.50 LF (PVC)
@S=0.1196
SDCI 14A.1
1+85.08, 15.50' L
(TUSCANY)
RIM/TC = 287.80
10" IE OUT = 283.00
20.63 LF (PVC)
@S=0.1197
SDCI 14A.2
1+87.75, 15.50' R
(TUSCANY)
RIM/TC = 288.31
10 IE IN = 283.39
39.07 LF (C900)
@S=0.0540
12" IE OUT = 283.00
10.71 LF (PVC)
@S=0.2460
SDDI 14A.3
5+29.80, 625.58' L
(SDLN-1)
RIM = 289.69
10" IE OUT = 285.50
39.07 LF (C900)
@S=0.0540
SD
SD
SD
SD SD
SD SD SD
SD
S
S
S
S
SS SS SS SS SS
SS SS SS
SS
SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
P
G
E
6
4
4
P
G
E
6
4
4
PGE
644
SD
SD
SS
L
N
-
I
SSLN-F
W W W W W W W W
W
W
1 1 3D
3C
3B 1
3A
1
SDCI
10C.2
SDCI
10C.1
SDMH
10C
SDMH
10B
SDCI
10A.1
SDCI
10A.2SDMH
8C
SDMH
8B
SDMH
10A SD
L
N
-
1
1
SDLN-10
AL
L
E
Y
1
0
SW
J
E
A
N
L
O
U
I
S
E
R
D
SW 166TH AVE
3+004+005+006+00
1+00 2+00 3+00 3+19
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
SD
L
N
-
8
133
132
131
130
87
TRACT G
20
21
22
23
2524 27
26
363738
41
39
40
88
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
S
S
S
S
S
S
S
S
8.00'
PUE, TYP.
8.00'
PUE, TYP.
W
W
W
W
W
W
W
SDCI
14A.1
SDCI
14A.2
SDMH
13E SDMH
14A
SDMH
13D SDLN-14 SW TUSCANY ST
AL
L
E
Y
4
14
+
0
0
15
+
0
0
1+00 2+004
+
0
0
5
+
0
0
1+00 1+95
TRACT J
77
76
75
74
78
3E
1 3F
1
11
SDDI
14A.3
245
250
260
270
280
290
300
245
250
260
270
280
290
300
0+75 1+00 2+00 2+25
SD
M
H
1
3
D
ST
A
=
1
+
0
6
.
9
9
,
5
.
0
0
'
R
(T
U
S
C
A
N
Y
)
12
"
I
E
I
N
=
2
7
9
.
7
7
(
S
)
12
"
I
E
I
N
=
2
7
9
.
7
7
(
E
)
12
"
I
E
O
U
T
=
2
7
9
.
5
7
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
4
)
RI
M
=
2
8
6
.
2
1
78.09 LF 12" (PVC)
@ S=0.0050
SD
M
H
1
4
A
ST
A
=
1
+
8
5
.
0
8
,
5
.
1
3
'
R
(T
U
S
C
A
N
Y
)
12
"
I
E
I
N
=
2
8
0
.
3
6
(
S
)
10
"
I
E
I
N
=
2
8
0
.
5
3
(
N
)
12
"
I
E
O
U
T
=
2
8
0
.
1
6
(
W
)
ST
A
=
1
+
7
8
.
0
9
(
S
D
L
N
-
1
4
)
RI
M
=
2
8
7
.
7
1
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR
BACKFILL & BEDDING
PROPOSED WATERLINE
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
2
)
S
D
L
N
-
1
0
S
D
L
N
-
1
4
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
2
Ma
r
.
1
9
,
2
4
-
8:
5
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-10 SDLN-14
STORM PLAN &
PROFILE
312
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL DITCH INLET PER CWS DWG NO. 390
& 400, SHEET D3.02.
1
3
SDLN10 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INLET DATA:
3A
3B
3C
3D
SDLN10 PLAN
SCALE: 1" = 40'
SDLN-8
SEE SHEET 310
SDLN-11
SEE SHEET 313
SDLN-8
SEE SHEET 310
SDLN14 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN14 PLAN
SCALE: 1" = 40'
SDLN-13
SEE SHEET 315
3E
3F
SDLN-13
SEE SHEET 315
11
11
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
0.004629
1
.
8
6
0.0653
29
2
.
2
2
29
1
.
3
7
29
2
.
7
5
29
3
.
0
5
29
3
.
2
6
29
2
.
4
6
29
5
.
3
0
29
6
.
6
5
29
5
.
1
5
30
0
.
5
2
30
0
.
5
3
30
0
.
1
6
27
9
.
5
0
27
9
.
2
6
28
0
.
2
7
27
9
.
8
6
0.0735
0.0260
0.0040
295.05
0.1705
0.0792
0.1533
0.1149
0.1574
0.1578
302.14
282.64
283.10
282.05
260
270
280
290
300
310
320
330
260
270
280
290
300
310
320
330
0+75 1+00 2+00 3+00 4+00 5+00 5+25
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SD
M
H
1
0
B
ST
A
=
1
+
1
1
.
9
4
,
5
.
0
0
'
R
(A
L
L
E
Y
9
)
12
"
I
E
I
N
=
2
9
4
.
9
3
(
S
)
12
"
I
E
I
N
=
2
9
6
.
3
1
(
E
)
12
"
I
E
O
U
T
=
2
9
4
.
7
4
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
1
)
RI
M
=
3
0
3
.
6
6
23.06 LF 12" (PVC)
@ S=0.0750
SD
M
H
1
1
A
ST
A
=
2
+
2
6
.
9
5
,
5
.
0
0
'
R
(A
L
L
E
Y
9
)
12
"
I
E
I
N
=
3
0
5
.
3
3
(
S
)
12
"
I
E
O
U
T
=
3
0
5
.
1
3
(
W
)
ST
A
=
2
+
1
5
.
0
1
(
S
D
L
N
-
1
1
)
RI
M
=
3
1
1
.
6
1
252.42 LF 12" (PVC)
@ S=0.0144
SD
M
H
1
1
B
ST
A
=
0
+
3
2
.
0
6
,
5
.
0
0
'
R
(A
L
L
E
Y
6
)
12
"
I
E
O
U
T
=
3
0
8
.
9
7
(
N
)
ST
A
=
4
+
6
7
.
4
2
(
S
D
L
N
-
1
1
)
RI
M
=
3
1
5
.
3
0
SANITARY SEWER
SD
M
H
1
1
A
.
1
ST
A
=
1
+
3
5
.
0
0
,
5
.
0
0
'
R
(A
L
L
E
Y
9
)
10
"
I
E
I
N
=
2
9
8
.
2
4
(
N
)
12
"
I
E
I
N
=
2
9
8
.
2
4
(
E
)
12
"
I
E
O
U
T
=
2
9
8
.
0
4
(
W
)
ST
A
=
1
+
2
3
.
0
6
(
S
D
L
N
-
1
1
)
RI
M
=
3
0
4
.
1
2
91.95 L
F
1
2
"
(
P
V
C
)
@ S=0.0
7
5
0
SDCB 10B.1
1+35.02, 7.00' L
(ALLEY 9)
RIM = 303.82
10" IE OUT = 298.82
12.00 LF (PVC)
@S=0.0484
S
D
S
D
S
D
S
D
S
S
S
S
S
S
S
S
SS SS SS
P
G
E
6
4
4
P
G
E
6
4
4
SDCI
SDMH
11A
SDMH
10B
W
W
W
W
15A
1
2+
0
0
2+
8
9
1+00 2+00 3+00
1+00 2+00
3
+
0
0
45
44
37
38
41 43423940
SDMH
10C
SDCB
10B.1
2 8.00'
PUE, TYP.
SDLN-11
SSLN-F
SS
L
N
-
F
SD
L
N
-
1
0
ALLEY 9
TYP.SW
1
6
6
T
H
A
V
E
AL
L
E
Y
6
S
D
SDMH
11A.11
SD SD SD SD
SS SS SS
SS SS SS SS
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDCI
12B.1
SDMH
11B
SDMH
1P
SD
W W W W W
W
W
W
W
W
1
0+001+002+00
3+00 4+00 4+67
TRACT G
46
47
45 504948
3536 3334 32
SDMH
15A
SDMH
1O
2
SSLN-J
SDLN-11
SSLN-K
SW
B
E
A
C
O
N
L
N
ALLEY 6
SW 165TH AVE
SW 166TH AVE
TYP.
STORM LATERAL TABLE
LOT #
LOT - (32)
**LOT - (33)
**LOT - (34)
**LOT - (35)
**LOT - (36)
**LOT - (37)
**LOT - (38)
**LOT - (44)
**LOT - (45)
**LOT - (46)
**LOT - (47)
**LOT - (48)
**LOT - (49)
**LOT - (50)
STATION
4+46.60 (SDLN-11)
4+06.10 (SDLN-11)
3+86.10 (SDLN-11)
3+42.10 (SDLN-11)
3+22.10 (SDLN-11)
2+78.10 (SDLN-11)
2+58.10 (SDLN-11)
2+53.10 (SDLN-11)
2+93.60 (SDLN-11)
3+13.60 (SDLN-11)
3+57.60 (SDLN-11)
3+77.60 (SDLN-11)
4+21.60 (SDLN-11)
4+41.60 (SDLN-11)
LENGTH
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
SLOPE
4.04%
3.76%
3.62%
3.31%
3.17%
2.86%
2.72%
12.40%
13.04%
13.36%
14.05%
14.37%
15.07%
15.38%
IE AT MAIN
309.00
308.42
308.13
307.50
307.21
306.57
306.29
306.21
306.80
307.08
307.72
308.01
308.64
308.93
IE AT LOT
309.73
309.09
308.78
308.09
307.78
307.09
306.77
307.21
307.84
308.15
308.84
309.16
309.85
310.16
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
3
)
S
D
L
N
-
1
1
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
3
Ma
r
.
1
9
,
2
4
-
9:
0
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-11 STORM PLAN
& PROFILE
313
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION.
INSTALL CG-2 CATCH BASIN PER CWS DWG
NO. 300, 310, & 320, SHEET D3.01. SEE
TABLE THIS SHEET FOR INLET INFORMATION.
1
2
5
SDLN11 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INLET DATA:
5A
SDLN11 PLAN
SCALE: 1" = 40'
SDLN11 PLAN
SCALE: 1" = 40'
SDLN-10
SEE SHEET 312
SDLN-10
SEE SHEET 312
SDLN-11
SEE THIS SHEET
SD
L
N
-
1
1
SE
E
TH
I
S
S
H
E
E
T
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
300.18
29
5
.
3
0
29
6
.
6
5
29
5
.
1
5
0.0603
19.38 1.51%309.44
29
8
.
6
1
29
8
.
5
4
30
5
.
6
1
31
5
.
7
3
30
9
.
4
1
0.0717
0.0151
0.1308
**BROKEN/MISSING LATERAL BOARD
18.97 308.82
18.40 308.53
18.41 307.85
18.39 307.55
18.97 306.89
18.27 306.59
8.96 306.52
8.89 307.14
8.67 307.42
9.03 308.09
308.39
8.61 309.04
8.47 309.34
1.01%
275
280
290
300
310
320
330
340
275
280
290
300
310
320
330
340
0+75 1+00 2+00 3+00 4+00 5+00 6+00 6+25
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SD
M
H
8
D
ST
A
=
1
0
+
0
7
.
9
1
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
3
0
8
.
6
7
(
S
)
12
"
I
E
I
N
=
3
0
8
.
6
7
(
E
)
12
"
I
E
O
U
T
=
3
0
8
.
1
7
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
D
L
N
-
1
2
)
RI
M
=
3
1
6
.
1
6
72.37 LF 12" (PVC)
@ S=0.0050
SD
M
H
1
2
A
ST
A
=
9
+
3
5
.
5
4
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
3
0
9
.
2
4
(
S
)
10
"
I
E
I
N
=
3
0
9
.
7
1
(
W
)
10
"
I
E
I
N
=
3
0
9
.
7
1
(
E
)
12
"
I
E
O
U
T
=
3
0
9
.
0
3
(
N
)
ST
A
=
1
+
7
2
.
3
7
(
S
D
L
N
-
1
2
)
RI
M
=
3
1
5
.
6
4
180.03 LF 12" (PVC)
@ S=0.0325
SD
M
H
1
2
B
ST
A
=
7
+
5
5
.
5
1
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
3
1
5
.
3
0
(
S
)
10
"
I
E
I
N
=
3
1
5
.
4
6
(
W
)
10
"
I
E
I
N
=
3
1
5
.
4
6
(
E
)
12
"
I
E
O
U
T
=
3
1
5
.
1
0
(
N
)
ST
A
=
3
+
5
2
.
4
1
(
S
D
L
N
-
1
2
)
RI
M
=
3
2
3
.
1
0
160.36 LF 12" (PVC)
@ S=0.0139
SD
M
H
1
2
C
ST
A
=
5
+
9
7
.
9
0
,
9
.
5
3
'
R
(1
6
5
T
H
)
12
"
I
E
O
U
T
=
3
1
7
.
5
2
(
N
)
ST
A
=
5
+
1
2
.
7
7
(
S
D
L
N
-
1
2
)
RI
M
=
3
2
4
.
0
2
SANITARY SEWE
R
PROPOSED WATERLINE
SDCI 12A.1
9+35.54, 17.50' L
(165TH)
RIM/TC = 315.20
10" IE OUT = 310.20
24.50 LF (PVC)
@S=0.0200
SDCI 12A.2
9+35.54, 17.50' R
(165TH)
RIM/TC = 316.31
10" IE OUT = 311.34
10.50 LF (PVC)
@S=0.1547
SDCI 12B.1
7+55.36, 17.50' L
(165TH)
RIM/TC = 323.35
10" IE OUT = 318.35
24.50 LF (PVC)
@S=0.1179
SDCI 12B.2
7+55.57, 17.50' R
(165TH)
RIM/TC = 323.34
10" IE OUT = 318.34
10.50 LF (PVC)
@S=0.2742
SD SD SDSDSDSDSD
SD
SD
SD
SD SD SD SD SD
SS SS SS SS SS SS SS SSSS
SS
SS
SS
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
SD
SD
SD
SD
W W W W W W W W W W
W
W
W
W
W
W
W
W
6+007+008+009+0010+00
TRACT G
46
54 5253565557
474544 504948
41
43
42
51
1
7
+
6
2
1+00 2+00 3+00 4+00 5+00 5+13
5
+
0
0
6
+
0
0
6
+
5
5
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SDCI
12B.1
SDCI
12B.2
SDMH
12C
SDMH
12B
SDCI
12A.2
SDCI
12A.1
SDMH
8E
SDMH
8D
SDMH
12A
SSLN-K
SDLN-12
SS
L
N
-
F
SSLN-K
SD
L
N
-
8
SW
B
E
A
C
O
N
L
N
ALLEY 6
AL
L
E
Y
9
SW
J
E
A
N
L
O
U
I
S
E
R
D
SW 165TH AVE
3D1 2
3C
TYP.
13B
3A1
1
STORM LATERAL TABLE
LOT #
LOT - (51)
LOT - (52)
LOT - (53)
LOT - (54)
LOT - (55)
LOT - (56)
LOT - (57)
STATION
4+99.77 (SDLN-12)
4+89.77 (SDLN-12)
4+10.98 (SDLN-12)
3+66.98 (SDLN-12)
2+90.50 (SDLN-12)
2+17.73 (SDLN-12)
1+64.96 (SDLN-12)
LENGTH
45.06'
40.49'
28.00'
28.00'
28.00'
28.00'
28.00'
SLOPE
4.89%
6.56%
15.35%
12.60%
8.00%
4.32%
8.14%
IE AT MAIN
317.68
317.55
316.50
315.92
313.58
311.12
309.56
IE AT LOT
319.88
320.20
320.80
319.44
315.82
312.33
311.83
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
4
)
S
D
L
N
-
1
2
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
4
Ma
r
.
1
9
,
2
4
-
9:
0
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-12 STORM PLAN
& PROFILE
314
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 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 D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1
2
3
SDLN12 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INLET DATA:
3A
SDLN12 PLAN
SCALE: 1" = 40'
3B
3C
3D
SDLN-11
SEE SHEET 313
SDLN-8
SEE SHEET 310
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
30
7
.
9
0
310.77
31
5
.
7
2
0.1010
318.10
0.1078
317.57
0.1762
45.90
30
8
.
6
2
30
8
.
5
1
31
6
.
2
5
0.0057
30
9
.
5
6
30
9
.
8
8
30
8
.
9
2
41.77
28.95 316.39
29.21 315.77
29.36 313.40
29.24 311.04
29.89 309.21
SD
SD
SD
SD SDSDSDSDSDSDSDSD
SD
SD SD SDSDSDSD
SD
SD
S
S
S
S
SS
SS
SS SS SS SS SS SS SS SSSSSSSSSSSSSS
SSSS
SS
SURFACE DRAINAGE EASEMENT
PG
E
64
4
PGE
644
P
G
E
6
4
4
TR
A
C
T
J
84
85
6567
TRACT I
69
77
70
837682758174
86
80737978
68
W
W
W
W W W W W W W W WWWWWWW
W
W
W
W
W
10+0011+0012+0013+0014+0015+0016+00
17
+
0
0
1+
0
0
2+
0
0
1+
0
0
2+00 3+00 4+00 5+00 6+00 7+00 7+84
1
+
0
0
1
+
9
5
SDMH
8E
SDMH
8D
SDMH
13G
SDCI
13F.2
SDCI
13F.1
SDMH
13F
SDCI
13E.2
SDCI
13E.1
SDMH
13E
SDMH
14A
SDMH
13D
SDCI
13C.1
SDCI
13C.2
SDMH
6C
SDMH
13C
SDMH
13B
SDMH
#13A.1 SSLN-K
SDLN-13
SDLN
-
1
3
SS
L
N
-
A
SS
L
N
-
D
SS
L
N
-
B
SD
L
N
-
8
SD
L
N
-
1
4
SW 165TH AVE
SW
T
U
S
C
A
N
Y
S
T
ALLEY 4
AL
L
E
Y
7
AL
L
E
Y
8
SW
S
T
R
E
A
M
W
O
O
D
L
N
SW
J
E
A
N
L
O
U
I
S
E
R
D
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
3B 1
3A1D
3D 1 1 3F2 1
TYP.
3C 3E1
SEE SHEET 319
FOR SWALE AND
HEADWALL DESIGN
S
D
230
240
250
260
270
280
290
300
310
320
230
240
250
260
270
280
290
300
310
320
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
St
a
n
d
a
r
d
1
3
A
.
1
ST
A
=
1
7
+
0
5
.
1
4
,
2
7
.
8
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
2
7
0
.
5
0
(
S
E
)
ST
A
=
1
+
1
1
.
4
3
(
S
D
L
N
-
1
3
)
RI
M
=
2
7
2
.
0
2
SD
M
H
1
3
B
F
L
A
T
T
O
P
ST
A
=
1
6
+
4
1
.
3
3
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
2
7
1
.
1
2
(
S
)
6"
I
E
I
N
=
2
7
1
.
6
2
(
E
)
12
"
I
E
O
U
T
=
2
7
0
.
9
2
(
N
W
)
ST
A
=
1
+
9
4
.
6
1
(
S
D
L
N
-
1
3
)
RI
M
=
2
7
5
.
4
4
34.07 LF 12" (C900)
@ S=0.0050
SD
M
H
1
3
C
ST
A
=
1
6
+
0
7
.
2
6
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
2
7
1
.
4
9
(
S
)
10
"
I
E
I
N
=
2
7
1
.
6
5
(
W
)
10
"
I
E
I
N
=
2
7
1
.
6
5
(
E
)
12
"
I
E
O
U
T
=
2
7
1
.
2
9
(
N
)
ST
A
=
2
+
2
8
.
6
7
(
S
D
L
N
-
1
3
)
RI
M
=
2
7
5
.
9
9
183.68 LF 12" (C900)
@ S=0.0440
SD
M
H
1
3
D
ST
A
=
1
4
+
2
3
.
5
8
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
2
7
9
.
7
7
(
S
)
12
"
I
E
I
N
=
2
7
9
.
7
7
(
E
)
12
"
I
E
O
U
T
=
2
7
9
.
5
7
(
N
)
ST
A
=
4
+
1
2
.
3
6
(
S
D
L
N
-
1
3
)
RI
M
=
2
8
6
.
2
1
37.95 LF 12" (PVC)
@ S=0.0191
SD
M
H
1
3
E
ST
A
=
1
3
+
8
5
.
6
3
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
2
8
0
.
7
0
(
S
)
10
"
I
E
I
N
=
2
8
0
.
8
7
(
W
)
10
"
I
E
I
N
=
2
8
0
.
8
7
(
E
)
12
"
I
E
O
U
T
=
2
8
0
.
5
0
(
N
)
ST
A
=
4
+
5
0
.
3
0
(
S
D
L
N
-
1
3
)
RI
M
=
2
8
7
.
9
0
207.67 LF 12" (PVC)
@ S=0.0628
SD
M
H
1
3
F
ST
A
=
1
1
+
7
7
.
9
7
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
I
N
=
2
9
3
.
9
5
(
S
)
10
"
I
E
I
N
=
2
9
5
.
9
5
(
W
)
10
"
I
E
I
N
=
2
9
5
.
9
5
(
E
)
12
"
I
E
O
U
T
=
2
9
3
.
7
5
(
N
)
ST
A
=
6
+
5
7
.
9
7
(
S
D
L
N
-
1
3
)
RI
M
=
3
0
5
.
2
1
124.79 LF 12" (PVC)
@ S=0.1174
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SD
M
H
1
3
G
ST
A
=
1
0
+
5
3
.
1
8
,
7
.
0
0
'
R
(1
6
5
T
H
)
12
"
I
E
O
U
T
=
3
0
8
.
6
0
(
N
)
ST
A
=
7
+
8
2
.
7
6
(
S
D
L
N
-
1
3
)
RI
M
=
3
1
5
.
6
5
83.18 LF 12" (DIP)
@ S=0.0050
SANITARY
S
E
W
E
R
PROPOSED WATERLINE
SDCI 13C.1
16+07.07, 17.50' L
(165TH)
RIM/TC = 276.24
10" IE OUT = 272.14
24.50 LF (C900)
@S=0.0200
SDCI 13C.2
16+08.11, 17.50' R
(165TH)
RIM/TC = 276.21
10" IE OUT = 271.86
10.53 LF (C900)
@S=0.0200
SDCI 13E.1
13+85.63, 17.50' L
(165TH)
RIM/TC = 287.88
10" IE OUT = 282.93
24.50 LF (PVC)
@S=0.0843
SDCI 13E.2
13+85.63, 17.50' R
(165TH)
RIM/TC = 288.42
10" IE OUT = 283.48
10.50 LF (PVC)
@S=0.2486
SDCI 13F.1
11+77.97, 17.50' L
(165TH)
RIM/TC = 305.45
10" IE OUT = 300.46
24.50 LF (PVC)
@S=0.1842
SDCI 13F.2
11+77.97, 17.50' R
(165TH)
RIM/TC = 305.45
10" IE OUT = 300.46
10.50 LF (PVC)
@S=0.4298
STORM LATERAL TABLE
LOT #
LOT - (58)
LOT - (59)
LOT - (60)
LOT - (61)
LOT - (62)
LOT - (63)
LOT - (64)
LOT - (65)
LOT - (66)
**LOT - (67)
STATION
7+59.37 (SDLN-13)
7+24.63 (SDLN-13)
6+68.47 (SDLN-13)
6+16.63 (SDLN-13)
5+34.58 (SDLN-13)
4+93.63 (SDLN-13)
3+58.12 (SDLN-13)
3+07.16 (SDLN-13)
2+46.98 (SDLN-13)
1+94.61 (SDLN-13)
LENGTH
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
46.63'
SLOPE
30.00%
30.00%
28.40%
20.73%
14.43%
14.00%
7.93%
3.00%
2.00%
2.00%
IE AT MAIN
301.49
299.05
295.12
291.29
285.55
282.68
277.81
275.83
273.50
272.55
IE AT LOT
309.89
307.45
303.08
297.10
289.59
286.60
280.03
276.67
274.06
271.62
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
D.I.
SCALE
1 INCH = 40 FEET
40 20 4000
SDLN13 PLAN
SCALE: 1" = 40'
SDLN13 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
5
)
S
D
L
N
-
1
3
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
5
Ma
r
.
1
9
,
2
4
-
9:
0
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-8
SEE SHEET 310
SDLN-13 STORM PLAN
& PROFILE
315
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INLET DATA:
3A
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLAT TOP STORM MANHOLE PER CWS
DWG NO. 050, SHEET D3.01.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 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 D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
1
2
3
SD
L
N
-
1
2
SE
E
S
H
E
E
T
31
4
1D
3B
3C
3D
3E
3F
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
0.0046
17
+
0
8
.
1
4
,
3
3
.
7
9
'
R
271.97
1+
0
5
.
1
9
1+
9
5
.
6
7
27
1
.
4
2
2+
2
9
.
7
9
27
1
.
7
6
27
1
.
5
3
4+
1
3
.
4
2
27
9
.
5
0
27
9
.
2
6
4+
5
0
.
0
0
6+
5
9
.
0
3
29
5
.
5
5
29
6
.
3
5
29
3
.
4
3
7+
8
3
.
8
2
30
8
.
1
4
0.0032
0.0408
0.0613
0.1137
0.0131
282.59
0.1724
299.78
0.1727
298.86
0.2390
90.49
28.71 14.07%305.85
**BROKEN/MISSING LATERAL BOARD
2+48.61
28.64 28.00%301.78 309.80
29.45 40.1%295.36 307.18
29.04 13.3%295.15
28.52 12.3%286.08
28.45 3.55%283.58 284.59
29.19 2.60%277.40 278.16
29.56 4.53%275.33
29.42 4.08%272.86
220
230
240
250
260
270
280
290
220
230
240
250
260
270
280
290
0+501+002+003+004+005+006+006+50
SD
M
H
1
6
C
ST
A
=
5
+
6
0
.
2
2
,
0
.
0
0
'
(S
D
L
N
-
1
6
)
10
"
I
E
I
N
=
2
6
6
.
6
5
(
N
E
)
10
"
I
E
I
N
=
2
6
6
.
6
5
(
S
E
)
12
"
I
E
I
N
=
2
6
6
.
6
5
(
N
)
12
"
I
E
O
U
T
=
2
6
6
.
4
5
(
S
)
ST
A
=
5
+
6
0
.
2
2
(
S
D
L
N
-
1
6
)
RI
M
=
2
7
2
.
2
8
360.21 LF 12" (PVC)
@ S=0.0050
SD
M
H
1
6
B
ST
A
=
2
+
0
0
.
0
1
,
0
.
0
0
'
(S
D
L
N
-
1
6
)
12
"
I
E
I
N
=
2
6
4
.
6
5
(
N
)
10
"
I
E
I
N
=
2
6
4
.
8
1
(
W
)
10
"
I
E
I
N
=
2
6
4
.
8
1
(
E
)
18
"
I
E
O
U
T
=
2
6
4
.
1
5
(
S
)
ST
A
=
2
+
0
0
.
0
1
(
S
D
L
N
-
1
6
)
RI
M
=
2
6
9
.
7
9
49.63 LF 18" (PVC)
@ S=0.0050
SD
M
H
1
6
A
ST
A
=
1
+
5
0
.
3
8
,
0
.
0
0
'
(S
D
L
N
-
1
6
)
18
"
I
E
I
N
=
2
6
3
.
9
0
(
N
)
10
"
I
E
O
U
T
=
2
6
3
.
7
0
(
S
W
)
18
"
I
E
O
U
T
=
2
6
4
.
0
0
(
S
W
)
ST
A
=
1
+
5
0
.
3
8
(
S
D
L
N
-
1
6
)
RI
M
=
2
6
9
.
1
2
31.84 LF 18" (D.I.)
@ S=0.0628
HE
A
D
W
A
L
L
1
6
A
.
1
ST
A
=
1
+
1
8
.
5
4
,
0
.
0
0
'
(S
D
L
N
-
1
6
)
18
"
I
E
I
N
=
2
6
2
.
0
0
(
N
E
)
ST
A
=
1
+
1
8
.
5
4
(
S
D
L
N
-
1
6
)
RI
M
=
2
6
3
.
5
2
FINISH GRADE @
PIPE CENTERLINEEXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
SD
C
O
1
6
.
1
12
"
I
E
O
U
T
=
2
6
7
.
0
1
(
S
)
ST
A
=
6
+
3
2
.
1
1
(
S
D
L
N
-
1
6
)
RI
M
=
2
7
2
.
2
8
71.89 LF 12" (PVC)
@ S=0.0050
SDCI 16C.1
5+92.72, 34.09' R
(SDLN-16)
RIM/TC = 272.95
10" IE OUT = 267.93
47.10 LF (PVC)
@S=0.0271
SDCI 16C.2
5+39.72, 34.09' R
(SDLN-16)
RIM/TC = 272.95
10" IE OUT = 267.75
39.78 LF (PVC)
@S=0.0276
2
+
0
0
3
+
0
0
4+00
S
S
S
S
SS
SS
SS
15
.
0
0
'
S
D
E
15
.
0
0
'
S
D
E
M
M W
SS SS SS S
C
S
C
W
SSLN-A
SS
L
N
-
A
1
+
4
8
1
+
0
0
SD SD SD SD SD SD SD
SDSDLN-16
3B
SDMH
16C
SDCI
16C.2SDCI
16C.1
SDMH
16B SDMH
16A
1
1E
1A
S
D
L
N
-
1
7
HEADWALL
16A.1
7
HEADWALL
17A.1
7
SD
L
N
-
1
6
6+36
1+
0
0
2+003+004+005+006+00
SEE SHEET 320 FOR
SWALE DESIGN.
S C SD
3A
1
2
S
C
S
S
S
C
S
C
230
240
250
260
270
280
290
230
240
250
260
270
280
290
0+751+002+002+25
SD
M
H
1
6
A
ST
A
=
1
+
5
0
.
3
8
,
0
.
0
0
'
(S
D
L
N
-
1
6
)
18
"
I
E
I
N
=
2
6
3
.
9
0
(
N
)
10
"
I
E
O
U
T
=
2
6
3
.
7
0
(
S
W
)
18
"
I
E
O
U
T
=
2
6
4
.
0
0
(
S
W
)
ST
A
=
1
+
3
7
.
5
2
(
S
D
L
N
-
1
7
)
RI
M
=
2
6
9
.
1
2
27.79 LF
10" (D.I.)
@ S=0.0072
HE
A
D
W
A
L
L
1
7
A
.
1
ST
A
=
1
+
0
9
.
7
2
,
0
.
0
0
'
(S
D
L
N
-
1
7
)
10
"
I
E
I
N
=
2
6
3
.
5
0
(
N
E
)
ST
A
=
1
+
0
9
.
7
2
(
S
D
L
N
-
1
7
)
RI
M
=
2
6
4
.
8
6
CLASS 'A' NATIVE
BACKFILL & BEDDING
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
6
)
S
D
L
N
-
1
6
&
S
D
L
N
-
1
7
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
6
Ma
r
.
1
9
,
2
4
-
9:
0
2
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-16 & SDLN-17
STORM PLAN &
PROFILE
316
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL FLOW SPLITTER MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 60" WATER QUALITY STORM
MANHOLE PER CWS DWG NO. 250 & 260,
SHEET D3.02.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
INSTALL RIPRAP HEADWALL AND ENERGY
DISIPATION PAD AT POINT OF DISCHARGE.
MITRE OUTLET PIPE TO MATCH SLOPE
GRADE AND PLACE CLASS 50 RIPRAP 3' WIDE
X 4' HIGH ON SLOPE AROUND OUTLET PIPE.
PLACE CLASS 100 RIPRAP ENERGE
DISIPATION PAD 10' LONG X 6' WIDE X 1.5'
THICK OVER 8-OZ NONWOVEN GEOTEXTILE
FABRIC BEYOND END OF OUTLET PIPE.
1
1A
3
SDLN16 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INLET DATA:
3A
SDLN16 PLAN
SCALE: 1" = 40'
3B
7
SDLN1 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SDLN1 PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
STORM NOTES:
INSTALL FLOW SPLITTER MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 60" WATER QUALITY STORM
MANHOLE PER CWS DWG NO. 250 & 260,
SHEET D3.02.
CONSTRUCT WATER QUALITY SWALE PER
CWS DWG NO. 700, SHEET D3.03, AND
DETAIL THIS SHEET, WITH CONCRETE CHECK
DAMS, APPROX. 37' O.C. THROUGH
TREATMENT AREA. PER DETAIL THIS SHEET.
CONSTRUCT CONCRETE STILLING BASIN AT
STORM OUTFALL HEADWALL AND MITRE
PIPE, REFER TO HEADWALL DETAIL AND
WATER QUALITY SWALE OUTFALL DETAIL,
THIS SHEET. SIZE AND ORIENTATION OF
SWALE AND HEADWALL SUBJECT TO
CHANGE
CONSTRUCT 8' WIDE X 5' LONG OVERFLOW
CLASS 50 RIP RAP OVER 8 OZ NONWOVEN
GEOTEXTILE
CONSTRUCT 12' MIN. WIDE PAVED ACCESS
ROAD. 4" LEVEL 2, 1/2 DENSE GRADED HMAC
OVER 8" AGGREGATE BASE (2" OF 3/4"-0
LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE
COURSE). SUBGRADE COMPACTED TO 95%
AASHTO T-99. CROSS-SLOPE 3% MAX.
1A
1E
7
8
10
12
1E
27
0
.
8
8
27
0
.
8
8
220
230
240
250
260
270
280
220
230
240
250
260
270
280
1+00 2+00 3+00
98.09 LF 12" (PVC)
@ S=0.0200
SD
M
H
1
8
A
ST
A
=
1
+
1
0
.
4
7
,
8
.
5
7
'
R
(J
E
A
N
L
O
U
I
S
E
)
10
"
I
E
I
N
=
2
5
9
.
5
8
(
N
E
)
10
"
I
E
I
N
=
2
5
9
.
5
8
(
S
E
)
12
"
I
E
O
U
T
=
2
5
9
.
3
8
(
W
)
ST
A
=
2
+
2
3
.
0
7
(
S
D
L
N
-
1
8
)
RI
M
=
2
6
4
.
6
9
CLASS 'B' GRANULAR
BACKFILL & BEDDING
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
EX
S
D
M
H
E
X
1
J
ST
A
=
0
+
1
2
.
5
4
,
3
.
0
0
R
'
(J
E
A
N
L
O
U
I
S
E
)
ST
A
:
(
S
D
L
N
-
)
RI
M
=
2
6
3
.
1
6
12
"
I
E
I
N
=
2
5
7
.
4
2
(
E
)
12
"
I
E
I
N
=
2
5
7
.
4
2
(
S
)
12
"
I
E
O
U
T
=
2
5
7
.
2
2
(
W
)
39.29 LF 12"
@ S=0.0050
SDCI 18A.1
2+42.12, 35.05' L
(SDLN-18)
RIM/TC = 265.00
10" IE OUT = 260.38
39.89 LF (PVC)
@S=0.0200
SDCI 18A.2
2+44.61, 17.95' R
(SDLN-18)
RIM/TC = 265.07
8 IE IN = 260.34
24.80 LF (PVC)
@S=0.0084
10" IE OUT = 260.14
28.04 LF (PVC)
@S=0.0200
1+00 SSSSLN-A
S
W
R
O
Y
R
O
G
E
R
S
D
S
D
S
D
XS
D
X
S
D
1+00
2+00
SDCI
18A.1
SDMH
18A
SDCI
18A.2
SDMH
EX 1J
SDLN-18
4 1
3A
3B
2A
TYP.
WW
STORM LATERAL TABLE
LOT #
**LOT 2
STATION
2+35.40 (SDLN-18)
LENGTH
24.80'
SLOPE
0.84%
IE AT MAIN
260.34
IE AT END
260.55
MATERIAL
PVC
SCALE
1 INCH = 40 FEET
40 20 4000
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
7
)
S
D
L
N
-
1
8
S
T
O
R
M
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
7
Ma
r
.
1
9
,
2
4
-
9:
0
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SDLN-18 STORM PLAN
& PROFILE
317
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
INSTALL 8" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520,
SHEET D3.02. SEE TABLE THIS SHEET FOR
LATERAL INFORMATION. INSTALL A SAND
COLLAR AT MANHOLE CONNECTION PER CWS
DWG NO. 030 SEE SHEET 3.01. CITY
INSPECTION REQUIRED FOR INSTALLATION.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330, SHEET D3.01. SEE TABLE
THIS SHEET FOR INLET INFORMATION.
CONNECT TO EXISTING MANHOLE, CORE
DRILL MANHOLE AND INSTALL SAND COLLAR
PER CWS DWG 030, SHEET D3.01.
CONTRACTOR TO RELOCATE MANHOLE
STEPS AS NECESSARY.
1
2A
3
SDLN18 PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INLET DATA:
3A
SDLN18 PLAN
SCALE: 1" = 40'
3B
4
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.MIDDLE UNITS OF ROWHOME BUILDINGS
DO NOT REQUIRE A DEDICATED STORM
LATERAL.
0.0198
26
0
.
9
0
260.90
0.0435
261.21
261.17
0.0052
35.34
0.0450
30.36
98.95
2+
2
3
.
9
3
1+
1
1
.
3
6
,
2
.
1
5
'
L
**BROKEN/MISSING LATERAL BOARD
115+00
116+00
117+00
1+00
2+002+00 3+00 3+20
D
SD SD
S
D
S
D
SD SD SD SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
S
D
W
W
W
W
W
W
W W W W W W W W W
W
PGE
577 W
2
6
0 26
5
26
5
26
5
27
0
27
5
2
5
8
2
5
9
2
6
1
2
6
2
26
3
26
4
26
6
26
6
26
6
26
7
26
7
26
7
26
8
26
9
27
1
27
2
27
3
27
4
27
6
1+00
2+
0
0
2+58
W W W W W W
SDCI
3A.2
SDCI
3A.1
SDCI
2A.1
SDCI
2A.2
SDMH
1C
SDMH
1B
SDMH
3ASDMH
1A
SDMH
2A
SWALE 1
OUTFALL
SD
L
N
-
1
SDLN-2 SDLN-1
SD
L
N
-
3
265
261
262
263
264
266
270
271
272
272
SW RIVER TERRACE BLVD
TRACT W
(SEE GENERAL NOTES)
SITE BOUNDARY
STORM SEWER EASEMENT
TO BENEFIT CWS
C-
C
A-A
B-
B
270
268
269
271
26
7
26
7
26
6
26
5
26
5
26
6
26
7
26
7 26
6
260
259
W
1E
1A
87
10
12
245
250
260
270
245
250
260
270
0+751+002+002+75
RIPRAP
0.5% SLOPE ALONG
CENTERLINE OF SWALE
FINISH GRADE @
SWALE CENTERLINE
EXISTING GROUND @
SWALE CENTERLINE
STILLING BASIN
SD
M
H
1
A
ST
A
=
1
+
1
6
.
0
0
,
0
.
0
0
'
(S
D
L
N
-
1
)
10
"
I
E
I
N
=
2
6
5
.
2
8
(
W
)
10
"
I
E
O
U
T
=
2
6
5
.
0
8
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
W
A
L
E
1
)
RI
M
=
2
6
9
.
2
8
SW
A
L
E
1
O
U
T
F
A
L
L
ST
A
=
1
+
0
0
.
0
0
,
0
.
0
0
'
(S
D
L
N
-
1
)
10
"
I
E
I
N
=
2
6
5
.
0
0
(
S
)
ST
A
=
1
+
1
6
.
0
0
(
S
W
A
L
E
1
)
RI
M
=
2
6
6
.
3
5
16.00 LF 10" (D.I.)
@ S=0.0050
CHECK DAM, TYP.
SCALE
1 INCH = 20 FEET
20 10 2000
SWALE 1 PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
3
1
8
-
3
2
0
)
W
Q
S
W
A
L
E
S
1
-
3
P
&
P
.
d
w
g
-
S
H
E
E
T
:
31
8
Ma
r
.
1
9
,
2
4
-
9:
0
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SWALE 1 PLAN
SCALE: 1" = 20'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
3.TRACT W ASSOCIATED WITH NORTHERLY
PROPERTY IS A WATER QUALITY AND
DENTENTION FACILITY TRACT. TRACT W
IS SUBJECT TO STORM SEWER, SURFACE
WATER, DRAINAGE, & DETENTION
EASEMENTS TO BENEFIT CLEAN WATER
SERVICES OVER ITS ENTIRETY
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
NOTES:
1.SWALE LENGTH TO BE 132.0 FT
2.SWALE SLOPE TO BE 0.5% MAX.
3.REFER TO GEOTECHNICAL REPORT AND MEMO FOR ADDITIONAL STRUCTURAL
AND COMPACTION REQUIREMENTS.
4.ALL TEMPORARY IRRIGATION SYSTEMS SHALL BE UNDERGROUND.
SECTION A-A
8.0'
N.T.S.
START SWALE
TC/FG ELEV = 265.0'
I.E./TC ELEV =
265.0'
I.E. = 265.0'
TC = 265.0'
FG = 264.5'
6"
6"
6"
6"
5.0'
4
1
4
1
2
1
WQ-STORM
ELEVATION
WQ-STORM
ELEVATION
SECTION B-B
N.T.S.
8.0'
SWALE BOTTOM
ELEV = 265.0' - 264.3'
4
1
4
1
SECTION C-C
N.T.S.
10.0' MIN 10.0' MIN
ELEV = 267.0' MINELEV = 267.0' MIN
SDLN-3
SEE SHEET 305
SD
L
N
-
1
SE
E
S
H
E
E
T
30
1
6"
FINISHED
GRADE
FINISHED
GRADE
1"
CONCRETE BREAKING STRENGTH
TO BE 3000 PSI AFTER 28 DAYS.
SWALE
MEDIA
SECTION
CHECK DAM DETAIL
N.T.S.
12"
MIN.
STORM NOTES:
INSTALL FLOW SPLITTER MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 60" WATER QUALITY STORM
MANHOLE PER CWS DWG NO. 250 & 260,
SHEET D3.02.
CONSTRUCT WATER QUALITY SWALE PER
CWS DWG NO. 700, SHEET D3.03, AND
DETAIL THIS SHEET, WITH CONCRETE CHECK
DAMS, APPROX. 37' O.C. THROUGH
TREATMENT AREA. PER DETAIL THIS SHEET.
CONSTRUCT CONCRETE STILLING BASIN AT
STORM OUTFALL HEADWALL AND MITRE
PIPE, REFER TO HEADWALL DETAIL AND
WATER QUALITY SWALE OUTFALL DETAIL,
THIS SHEET. SIZE AND ORIENTATION OF
SWALE AND HEADWALL SUBJECT TO
CHANGE
CONSTRUCT 8' WIDE X 5' LONG OVERFLOW
CLASS 50 RIP RAP OVER 8 OZ NONWOVEN
GEOTEXTILE
CONSTRUCT 12' MIN. WIDE PAVED ACCESS
ROAD. 4" LEVEL 2, 1/2 DENSE GRADED HMAC
OVER 8" AGGREGATE BASE (2" OF 3/4"-0
LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE
COURSE). SUBGRADE COMPACTED TO 95%
AASHTO T-99. CROSS-SLOPE 3% MAX.
1A
1E
7
8
10
SWALE 1 PLAN &
PROFILE
318
12
TWO #5 BARS
26
8
.
7
1
17+00
TRACT H
69707172 68
1
+
0
0
SDSDSD
S
D
S
D
S
D
S
D
S
D
S
D
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SSSS
S
S
S
S
S
S
S
S
SS SS
S
S
S
S
S
S
S
S
S
S
8.00'
PUE, TYP.
W W W W W W W W W W W W
W
W
W
W
W
1
+
0
0
2+0
0
3
+
0
0
3
+
4
2
SDCI
3C.2
SDCI
3C.1
SDMH
13B
SDMH
3C
SDMH
3B SDLN-3
S
D
L
N
-
1
3
SD
L
N
-
4
SW STREAMWOOD LN
SWALE 2
OUTFALL
C-
C
B-B
A-
A
273
274273
27
3 27
4
275
2
7
0
2
7
0
2
7
0
2
7
0
27
1
27
1
270
270
275
266 266 267
267
267
267
268
268
269
269
271
271
272
272
273
273
274
SURFACE DRAINAGE EASEMENT
1
8
7
10
EXISTING WETLAND BOUNDARY
255
260
270
280
255
260
270
280
1+002+003+003+25
SW
A
L
E
2
O
U
T
F
A
L
L
ST
A
=
1
+
1
1
.
4
3
,
0
.
0
0
'
(S
D
L
N
-
1
3
)
12
"
I
E
I
N
=
2
7
0
.
5
0
(
S
E
)
ST
A
=
1
+
1
0
.
3
0
(
S
W
A
L
E
2
)
RI
M
=
2
7
2
.
0
2
83.18 LF 12" (DIP)
@ S=0.0050
RIPRAP
0.5% SLOPE ALONG
CENTERLINE OF SWALE
FINISH GRADE @
SWALE CENTERLINE
EXISTING GROUND @
SWALE CENTERLINE
STILLING BASINCHECK DAM, TYP.
n:
\
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a
s
b
u
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(
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.
d
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T
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31
9
Ma
r
.
1
9
,
2
4
-
9:
0
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SWALE 2 PLAN
SCALE: 1" = 20'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
SCALE
1 INCH = 20 FEET
20 10 2000
SWALE 2 PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5'
SDLN-13
SEE SHEET 315
SDLN-4
SEE SHEET 306
SD
L
N
-
3
SE
E
S
H
E
E
T
30
5
6"
FINISHED
GRADE
FINISHED
GRADE
1"
CONCRETE BREAKING STRENGTH
TO BE 3000 PSI AFTER 28 DAYS.
SWALE
MEDIA
SECTION
CHECK DAM DETAIL
N.T.S.
12"
MIN.
SECTION A-A
2.0'
N.T.S.
START SWALE
TC/FG ELEV = 270.5'
I.E./TC ELEV = 270.5'
I.E. = 270.5'
TC = 270.5'
FG = 270.0'
6"
6"
6"
6"
10.0'
4
1
4
1
2
1
WQ-STORM
ELEVATION
WQ-STORM
ELEVATION
SECTION B-B
N.T.S.
NOTES:
1.SWALE LENGTH TO BE 146.5 FT
2.SWALE SLOPE TO BE 0.5% MAX.
3.REFER TO GEOTECHNICAL REPORT AND MEMO FOR ADDITIONAL STRUCTURAL
AND COMPACTION REQUIREMENTS.
4.ALL TEMPORARY IRRIGATION SYSTEMS SHALL BE UNDERGROUND.
2.0'
SWALE BOTTOM
ELEV = 270.0' - 268.7'
4
1
4
1
SECTION C-C
N.T.S.
STORM NOTES:
INSTALL STORM MANHOLE PER CWS NO. 010,
SHEET D3.01.
CONSTRUCT WATER QUALITY SWALE PER
CWS DWG NO. 700, SHEET D3.03, AND
DETAIL THIS SHEET, WITH CONCRETE CHECK
DAMS, APPROX. 37' O.C. THROUGH
TREATMENT AREA. PER DETAIL THIS SHEET.
CONSTRUCT CONCRETE STILLING BASIN AT
STORM OUTFALL HEADWALL AND MITRE
PIPE, REFER TO WATER QUALITY SWALE &
HEADWALL DETAIL, THIS SHEET. SIZE AND
ORIENTATION OF PIPES AND HEADWALL
SUBJECT TO CHANGE
CONSTRUCT 18' WIDE X 10' LONG
OVERFLOW CLASS 50 RIP RAP OVER 8 OZ
NONWOVEN GEOTEXTILE
1
7
8
10
SWALE 2 PLAN &
PROFILE
319
TWO #5 BARS
0.0046
1+
0
5
.
1
9
1+
1
7
.
6
0
90.49
S
D
S
D
S
D
S
D
S C
1+00
2+00
2
+
5
1
SDMH
16A
SDMH
16B
SD
L
N
-
1
6
SDLN
-
1
7
26
5
2
7
0
2
6
3
26
4
26
6
26
7
26
8
2
6
9
2
7
1
2
7
2
2
6
5
2
7
0
26
4
2
6
6
2
6
7
2
6
8
2
6
9
2
7
1
2
7
2
265
265
270
27
0
262263264
266
266
267
267
268
268
269
269
2
6
6
2
6
7
2
6
8
26
9
27
0
27
1
27
2
26
5
26
2
26
3
26
4
26
6
26
7
26
8
2
6
9
SWALE 3
OUTFALL
SWALE 3
OVERFLOW
SD
L
N
-
1
6
C-
C
B-
B
A-A
3:1
2
6
5
2
6
2
2
6
3
2
6
4
2
6
6
2
6
7
2
6
8
2
6
9
3:1
S CSC
1A
1E
9
11
8
6107A
STORM SEWER EASEMENT
TO BENEFIT CWS
REFER CROSS SECTIONS A-A, B-B, &
C-C, THIS SHEET, FOR SWALE AND
OUTFALL DESIGN INFORMATION
250
260
270
250
260
270
0+751+002+002+75
27.79 LF 10" (D.I.)
@ S=0.0072
SD
M
H
1
6
A
ST
A
=
1
+
3
7
.
5
2
,
0
.
0
0
'
(S
D
L
N
-
1
7
)
18
"
I
E
I
N
=
2
6
3
.
9
0
(
N
)
10
"
I
E
O
U
T
=
2
6
3
.
7
0
(
S
W
)
18
"
I
E
O
U
T
=
2
6
4
.
0
0
(
S
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
W
A
L
E
3
)
RI
M
=
2
6
9
.
1
2
SW
A
L
E
3
O
U
T
F
A
L
L
ST
A
=
1
+
0
9
.
7
2
,
0
.
0
0
'
(S
D
L
N
-
1
7
)
10
"
I
E
I
N
=
2
6
3
.
5
0
(
N
E
)
ST
A
=
1
+
2
7
.
7
9
(
S
W
A
L
E
3
)
RI
M
=
2
6
4
.
8
6
RIPRAP
0.5% SLOPE ALONG
CENTERLINE OF SWALE
FINISH GRADE @
SWALE CENTERLINE
EXISTING GROUND @
SWALE CENTERLINE
STILLING BASIN
CHECK DAM, TYP.
GRADE DOWN AT 3:1 SLOPE
3:1 SLOPE MAX.
6" STILLING BASIN CURB
110' LONG
WQ SWALE
CORE BASE OF WALL AND
DAYLIGHT 6" PERFORATED PIPE
CONCRETE STILLING BASIN
AT WQ STORM OUTFALL.
CLASS 50 RIP RAP AT POND
BASE,5' WIDE ALONG WALL
NOTCH, 6' LONG OVER 8 OZ
NONWOVEN GEOTEXTILE.
10" PIPE OUTFALL HEADWALL.
TOP OF HEADWALL ELEVATION
265.00'
5.00' WIDE NOTCH IN WALL.
ELEVATION AT TOP OF
OUTFALL WALL 263.00'.
5.00'
CIP WALL, PER WALL
DETAIL THIS SHEET.
TOP OF SWALE WALL
ELEVATION 264.50'
n:
\
p
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j
\
1
4
8
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0
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4
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.
(
3
1
8
-
3
2
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)
W
Q
S
W
A
L
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S
1
-
3
P
&
P
.
d
w
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-
S
H
E
E
T
:
32
0
Ma
r
.
1
9
,
2
4
-
9:
0
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SWALE 3 PLAN
SCALE: 1" = 20'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
SCALE
1 INCH = 20 FEET
20 10 2000
SWALE 3 PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5'
SDLN-16
SEE SHEET 316
PROVIDE HIGH DENSITY JUTE MAT
(COCONUT FIBER OR GEOJUTE
PLUS) WITHIN TREATMENT AREA
SWALE WIDTH = 6.00'
1.00' MIN
2.50'
6" D3034 PERFORATED PIPE WITH
DRAIN ROCK AND GEOTEXTILE FABRIC
1.00'
MIN
264.50' TOP OF WALL
1.00'
MIN
8"
6" MIN
1.00'
1.00'
#4 @ 12" O.C.
3.75"
CLR
#4 @ 12" O.C.
3" CLR
SECTION C-C
N.T.S.
3
1
NOTES:
1.SWALE LENGTH TO BE 110.0 FT
2.SWALE SLOPE TO BE 0.5% MAX.
3.REFER TO STRUCTURAL PLANS FOR WATER QUALITY SWALE RETAINING STRUCTURE DESIGN
4.REFER TO GEOTECHNICAL REPORT AND MEMO FOR ADDITIONAL STRUCTURAL AND
COMPACTION REQUIREMENTS.
6"
FINISHED
GRADE
FINISHED
GRADE
1"
CONCRETE BREAKING STRENGTH
TO BE 3000 PSI AFTER 28 DAYS.
SWALE
MEDIA
SECTION
CHECK DAM DETAIL
N.T.S.
12"
MIN.
SECTION A-A
6.0'
N.T.S.
START SWALE
TC/FG ELEV = 263.5'
I.E./TC ELEV = 263.5'
I.E. = 263.5'
TC = 263.5'
FG = 263.0'
6"
6"
6"
5.0'
3
1
2
1
WQ-STORM
ELEVATION
WQ-STORM
ELEVATION
SECTION B-B
N.T.S.
STORM NOTES:
INSTALL FLOW SPLITTER MANHOLE PER CWS
DWG NO. 010, SHEET D3.01.
INSTALL 60" WATER QUALITY STORM
MANHOLE PER CWS DWG NO. 250 & 260,
SHEET D3.02.
INSTALL STANDARD CLEANOUT PER CWS
DWG NO. 500 & 510, SHEET D3.02.
CONSTRUCT WATER QUALITY SWALE WITH
6" UNDER DRAIN PER CWS DWG NO. 700 &
710, SHEET D3.03, AND DETAIL THIS SHEET,
WITH CONCRETE CHECK DAMS, APPROX. 37'
O.C. THROUGH TREATMENT AREA. PER
DETAIL THIS SHEET.
CONSTRUCT CONCRETE STILLING BASIN AT
STORM OUTFALL HEADWALL AND MITRE
PIPE, REFER TO WATER QUALITY SWALE &
HEADWALL DETAIL, THIS SHEET.
CORE BASE OF WALL AND DAYLIGHT
PERFORATED UNDER-DRAIN PIPE.
CONSTRUCT 5' WIDE X 6' LONG OVERFLOW
CLASS 50 RIP RAP OVER 8 OZ NONWOVEN
GEOTEXTILE
INSTALL RIP-RAP AT HEADWALL AND MITRE
PIPE, PROVIDE CLASS 50 RIP RAP OUTFALL
PROTECTION (6' WIDE X 5' LONG X 1' THICK),
ON GEOTEXTILE FABRIC.
1A
1E
6
7A
8
9
10
11
SWALE 3 PLAN &
PROFILE
320WATER 4UALITY SWALE & HEADWALL DETAIL
N.T.S.
TWO #4 BARS
6"
8" MIN
8"
HEADWALL
TW ELEV = 265.0'
TW ELEV = 264.5'
262.00' BOTTOM OF POND
27
0
.
8
8
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
0
9
d
r
a
w
i
n
g
s
\
0
5
a
s
b
u
i
l
t
s
\
s
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e
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t
s
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
D
3
.
0
1
)
S
D
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D3
.
0
1
Ma
r
.
1
9
,
2
4
-
9:
0
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
STORM SEWER
DETAILS
D3.01
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
0
9
d
r
a
w
i
n
g
s
\
0
5
a
s
b
u
i
l
t
s
\
s
h
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s
-
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t
t
a
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\
1
4
8
0
0
5
.
(
D
3
.
0
1
)
S
D
D
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T
A
I
L
S
.
d
w
g
-
S
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T
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.
0
2
Ma
r
.
1
9
,
2
4
-
9:
0
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
STORM SEWER
DETAILS
D3.02
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
0
9
d
r
a
w
i
n
g
s
\
0
5
a
s
b
u
i
l
t
s
\
s
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s
-
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b
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t
a
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\
1
4
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0
0
5
.
(
D
3
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0
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)
S
D
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A
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L
S
.
d
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g
-
S
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T
:
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.
0
3
Ma
r
.
1
9
,
2
4
-
9:
0
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
STORM SEWER
DETAILS
D3.03
220
230
240
250
260
270
280
220
230
240
250
260
270
280
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50
CLASS 'B' GRANULAR BACKFILL
SS
M
H
A
3
10
"
I
E
I
N
=
2
5
1
.
0
2
(
N
)
10
"
I
E
O
U
T
=
2
5
0
.
9
2
(
S
)
ST
A
=
5
+
2
6
.
7
3
(
S
S
L
N
-
A
)
RI
M
=
2
7
0
.
5
5
SS
M
H
A
4
10
"
I
E
I
N
=
2
5
1
.
9
2
(
E
)
10
"
I
E
O
U
T
=
2
5
1
.
8
2
(
S
)
ST
A
=
7
+
3
7
.
7
8
(
S
S
L
N
-
A
)
RI
M
=
2
6
8
.
1
3
SS
M
H
A
2
ST
A
=
3
+
5
0
.
0
4
,
6
.
7
5
'
L
(J
E
A
N
L
O
U
I
S
E
)
10
"
I
E
I
N
=
2
5
0
.
2
0
(
N
)
8"
I
E
I
N
=
2
5
8
.
9
1
(
S
)
10
"
I
E
O
U
T
=
2
5
0
.
1
0
(
W
)
ST
A
=
3
+
3
5
.
6
8
(
S
S
L
N
-
A
)
RI
M
=
2
7
2
.
1
6
SS
M
H
A
1
ST
A
=
1
+
1
4
.
3
6
,
6
.
7
5
'
L
(J
E
A
N
L
O
U
I
S
E
)
10
"
I
E
I
N
=
2
4
9
.
2
0
(
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
A
)
RI
M
=
2
6
4
.
6
9
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
235.68 LF 10" (PVC)
@ S=0.0038
191.05 LF 10" (PVC)
@ S=0.0038
211.05 LF 10" (PVC)
@ S=0.0038
231.65 LF 10" (PVC)
@ S=0.0038
EX
1
2
"
I
E
O
U
T
=
2
4
8
.
8
0
(
W
)
18.80 LF 12" (PVC)
@ S=0.0048
IN
S
I
D
E
D
R
O
P
LOT 1
LOT 2
1+00 2+00 3+00
4
+
0
0
5
+
0
0
6
+
0
0
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SS SS
SS
L
N
-
A
SSLN-A
6
SSMH
A1
SSMH
A2
SSMH
A3
1D
1
W
M
M
W
W
PRI
V
A
T
E
M
I
X
E
D
-
U
S
E
DEV
E
L
O
P
M
E
N
T
U
N
D
E
R
SEP
A
R
A
T
E
P
E
R
M
I
T
EXISTING SANITARY PIPE
CONSTRUCTED UNDER PFI 2015-00087
W
W W W
W
S C
S
S
3
SSCO
A2.1
2
SW
R
O
Y
R
O
G
E
R
S
RO
A
D
SW JEAN LOUISE RD
7
+
0
0
8+00 9+00
10
+
0
0
SS
SS SS SS SS SS
S
S
S
S
SSLN-A
SSMH
A4
SSMH
A5
1 1
LOT 2
15.00' SSE
SANITARY LATERAL TABLE
LOT #
**LOT 1
STATION
3+35.67 (SSLN-A)
LENGTH
57.20'
SLOPE
2.00%
IE AT MAIN
260.06
IE AT LOT
258.91
MATERIAL
PVC ASTM D3034
401
SSLNA PLAN
SCALE: 1" = 40'
SSLNA PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
0
1
)
S
S
L
N
-
A
P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
1
Ma
r
.
1
9
,
2
4
-
9:
0
4
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SSLN-A
SEE THIS SHEET
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
SSLN-A
SEE THIS SHEET
MATCH LINE
SSLN-A STA 10+00
SEE SHEET 402
SSLNA PLAN
SCALE: 1" = 40'
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
HY D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWER
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
SCALE
1 INCH = 40 FEET
40 20 4000
3
EASTMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01. CONSTRUCT MECHANICAL
INSIDE DROP PER CWS DWG NO. 060, SEE
SHEET D4.01.
INSTALL 8" 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.
REMOVE CLEANOUT AND INSTALL MANHOLE
PER CWS DWG 010, SHEET D4.01.
CONTRACTOR TO FIELD VERIFY EXISTING
INVERT, SLOPE AND ALIGNMENT AND REPORT
DISCREPANCIES TO ENGINEER.
SANITARY NOTES:
1
SSLN-A PLAN &
PROFILE
6
2
1D
0.0034
26
5
.
0
2
24
9
.
3
6
24
9
.
1
3
25
8
.
5
1
27
0
.
1
1
26
7
.
3
3
1+
3
2
.
6
1
1+
1
8
.
2
5
0.0113
37.05
217.43
**BROKEN/MISSING LATERAL BOARD
220
230
240
250
260
270
280
290
220
230
240
250
260
270
280
290
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
CLASS 'B' GRANULAR BACKFILL
SS
M
H
A
6
10
"
I
E
I
N
=
2
5
4
.
2
1
(
E
)
10
"
I
E
O
U
T
=
2
5
4
.
1
1
(
S
W
)
ST
A
=
1
2
+
8
7
.
0
5
(
S
S
L
N
-
A
)
RI
M
=
2
7
1
.
9
3
SS
M
H
A
5
10
"
I
E
I
N
=
2
5
2
.
9
0
(
N
E
)
10
"
I
E
O
U
T
=
2
5
2
.
8
0
(
W
)
ST
A
=
9
+
6
9
.
4
3
(
S
S
L
N
-
A
)
RI
M
=
2
7
3
.
6
8
317.61 LF 10" (PVC)
@ S=0.0038
267.10 LF 10" (PVC)
@ S=0.0038
SS
M
H
A
7
ST
A
=
1
9
+
0
6
.
6
8
,
1
.
2
7
'
L
(S
T
R
E
A
M
W
O
O
D
)
10
"
I
E
I
N
=
2
5
5
.
3
3
(
E
)
8"
I
E
I
N
=
2
6
3
.
0
0
(
S
)
10
"
I
E
O
U
T
=
2
5
5
.
2
3
(
W
)
ST
A
=
1
5
+
5
4
.
1
5
(
S
S
L
N
-
A
)
RI
M
=
2
7
3
.
0
2
233.92 LF 10" (PVC)
@ S=0.0038
SS
M
H
A
8
ST
A
=
1
6
+
7
7
.
9
3
,
1
1
.
5
8
'
R
(S
T
R
E
A
M
W
O
O
D
)
10
"
I
E
I
N
=
2
5
6
.
3
2
(
N
E
)
8"
I
E
I
N
=
2
6
4
.
0
3
(
S
)
10
"
I
E
O
U
T
=
2
5
6
.
2
1
(
W
)
ST
A
=
1
7
+
8
8
.
0
7
(
S
S
L
N
-
A
)
RI
M
=
2
7
4
.
8
7
40.00 LF 10" (PVC)
@ S=0.0038
SS
M
H
A
9
10
"
I
E
I
N
=
2
5
6
.
5
7
(
N
E
)
10
"
I
E
O
U
T
=
2
5
6
.
4
7
(
S
W
)
ST
A
=
1
8
+
2
8
.
0
7
(
S
S
L
N
-
A
)
RI
M
=
2
7
3
.
5
0
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
12" PROPOSED STORM
8" PROPOSED WATER
4" PROPOSED SANITARY
LATERAL, TYP.
IN
S
I
D
E
D
R
O
P
IN
S
I
D
E
D
R
O
P
8" PERF. PIPE UNDERDRAIN
UNDER SEPARATE PERMIT
FL 8" SS: 253.98'
FL 8" PERF.: 258.21''
10
+
0
0
11
+
0
0
12
+
0
0
11
2
+
0
0
11
3
+
0
0
11
4
+
0
0
11
5
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17+00
1+00
104 103 102 101 100
105
106
110
111
108
109
112
107
144
143
142
TRACT H
97
69
96
77
70
95
76
71
75
74
72
7399
98
68
TRACT L
1+00
3
+
0
0
3
+
2
0
10
+
0
0
11
+
0
0
12
+
0
0
13+00 14+00 15+00 16+00 17+00
18+0
0
19
+
0
0
SD
SD
SD
S
D
SD
S
D
SD
SD SD SD SDSD
SD
SD
SD
S
D
SD SD SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
SS
SS
SS SS SS SS SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
SS
8
.
0
0
'
P
U
E
,
T
Y
P
.
S
D
L
N
-
1
S
S
L
N
-
E
SS
L
N
-
K
SSLN-A SSLN-A
SS
L
N
-
A
SDLN-3 SDLN-3
SD
L
N
-
4
SS
L
N
-
D
SD
L
N
-
7
SSLN-B SSLN-B
SS
L
N
-
B
SSLN-CSSLN-C
S
D
L
N
-
2
SDLN-14
T
Y
P
.
SDLN-1
8.00'
PUE, TYP.
36.00'
WQFE
15.00'
WQFE
20.00' SSE
SIGHTDE 15
.
0
0
'
SS
E
8
.
0
0
'
P
U
E
,
T
Y
P
.
8.00'
PUE, TYP.8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PUE, TYP.
SSMH
A6
SSMH
A7
SSMH
A8
SSMH
A9
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
W
W
W
W
W
W
W
W
1
1B
1B
1
2
TYP.
21+57 18+0019+0020+0021+00
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
P
G
E
5
7
7
PG
E
233
PG
E
233
P
G
E
6
4
4
PG
E
64
4
271.63
SD
W
W
SD
S
D
S
D
S
D
S
D
S
D
8" PERF. UNDERDRAIN
UNDER SEPARATE
PERMIT
SS
SS
2
SW
1
6
6
T
H
A
V
E
SW TUSCANY
ALLEY 2
AL
L
E
Y
1
AL
L
E
Y
4
ALLEY
7
SW STREAMWOOD LN
SW
1
6
5
T
H
A
V
E
SW STREAMWOOD LN
W
W
W
W
W
W
W
PARK
SANITARY LATERAL TABLE
LOT #
LOT - (68)
LOT - (69)
LOT - (70)
LOT - (71)
LOT - (72)
LOT - (100)
LOT - (101)
LOT - (102)
LOT - (103)
LOT - (104)
STATION
17+38.04 (SSLN-A)
17+16.54 (SSLN-A)
16+84.54 (SSLN-A)
16+52.54 (SSLN-A)
16+25.54 (SSLN-A)
15+02.54 (SSLN-A)
14+81.04 (SSLN-A)
14+49.04 (SSLN-A)
14+17.04 (SSLN-A)
13+85.04 (SSLN-A)
10+32.01 (SSLN-A)
LENGTH
34.03'
33.99'
33.94'
33.89'
33.79'
33.65'
33.61'
33.56'
33.51'
33.46'
70.00'
SLOPE
36.97%
34.61%
32.45%
32.08%
31.86%
32.76%
33.20%
33.74%
34.19%
34.73%
12.30%
IE AT MAIN
256.27
256.19
256.07
255.95
255.85
255.28
255.20
255.08
254.95
254.83
262.00
IE AT LOT
268.85
267.96
267.09
266.82
266.61
266.30
266.36
266.40
266.41
266.45
253.39
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SSLNA PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
0
1
)
S
S
L
N
-
A
P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
2
Ma
r
.
1
9
,
2
4
-
9:
0
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
EASTMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE
DROP PER CWS DWG NO. 090, SEE 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.
SANITARY NOTES:
1
SSLNA PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
SSLN-A PLAN &
PROFILE
402
M
A
T
C
H
L
I
N
E
S
S
L
N
-
A
S
T
A
1
8
+
5
0
S
E
E
S
H
E
E
T
4
0
3
M
A
T
C
H
L
I
N
E
S
S
L
N
-
A
S
T
A
1
0
+
0
0
S
E
E
S
H
E
E
T
4
0
1
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
HY D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWER
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
2
SCALE
1 INCH = 40 FEET
40 20 4000
1B
0.0117
27
3
.
1
4
25
6
.
5
7
25
6
.
4
7
11+13.32
33.12 33.12%255.99 266.96
27
2
.
9
6
25
6
.
0
0
25
5
.
9
0
25
5
.
1
4
25
4
.
9
8
0.0034
26
2
.
7
1
0.0033
25
4
.
1
1
25
4
.
0
3
**BROKEN/MISSING LATERAL BOARD
35.03 30.35%255.92 266.55
36.02 33.28%255.82 267.8
34.87 33.24%255.71 267.3
35.94 33.77%255.62 276.76
34.41 27.83%255.06 264.64
35.02 27.87%254.99 264.75
34.25 28.22%254.89 264.55
34.35 26.98%254.78 264.05
34.81 28.96%254.68 264.76
93.51 9.89%253.55 262.80
220
230
240
250
260
270
280
290
220
230
240
250
260
270
280
290
18+00 19+00 20+00 21+00 21+25
SS
M
H
A
9
10
"
I
E
I
N
=
2
5
6
.
5
7
(
N
E
)
10
"
I
E
O
U
T
=
2
5
6
.
4
7
(
S
W
)
ST
A
=
1
8
+
2
8
.
0
7
(
S
S
L
N
-
A
)
RI
M
=
2
7
3
.
5
0
195.40 LF 10" (PVC)
@ S=0.0038
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
EX
S
S
M
H
A
1
0
ST
A
:
2
0
+
2
3
.
4
7
,
0
.
0
0
'
(S
S
L
N
-
A
)
RI
M
=
2
7
1
.
7
4
10
"
I
E
O
U
T
=
2
5
7
.
3
0
(
S
W
)
10
"
I
E
I
N
=
2
5
7
.
4
0
(
N
)
CLASS 'B' GRANULAR BACKFILL
S
1
7
+
0
0
20+33
18
+
0
0
19+00 20+00
S
D
SS SS SS SS
S
S
SSLN-A
15.00'
SSE
8
.
0
0
'
P
U
E
,
T
Y
P
.
W
6
SSMH
A10
SSMH
A9
1
EXISTING SANITRARY PIPE CONSTRUCTED
UNDER PFI 2016-00090
SSLNA PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
0
1
)
S
S
L
N
-
A
P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
3
Ma
r
.
1
9
,
2
4
-
9:
0
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
REMOVE CLEANOUT AND INSTALL MANHOLE PER
CWS DWG 010, SHEET D4.01. CONTRACTOR TO
FIELD VERIFY EXISTING SLOPE AND ALIGNMENT
AND REPORT DISCREPANCIES TO ENGINEER.
SANITARY NOTES:
1
SSLNA PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
SSLN-A PLAN &
PROFILE
403
MA
T
C
H
L
I
N
E
SS
L
N
-
A
S
T
A
1
8
+
0
0
SE
E
S
H
E
E
T
4
0
2
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWER
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
SCALE
1 INCH = 40 FEET
40 20 4000
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
6
0.0068
25
5
.
9
8
25
5
.
9
5
27
0
.
1
9
230
240
250
260
270
280
290
230
240
250
260
270
280
290
0+501+002+003+004+004+50
SS
M
H
B
3
ST
A
=
2
+
7
4
.
8
9
,
5
.
0
0
'
R
(A
L
L
E
Y
7
)
8"
I
E
O
U
T
=
2
7
0
.
0
0
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
B
)
RI
M
=
2
7
6
.
3
2
60.89
L
F
8
"
(
P
V
C
)
@ S=0.0
8
8
5
SS
M
H
B
2
ST
A
=
2
+
1
4
.
0
0
,
5
.
0
0
'
R
(A
L
L
E
Y
7
)
8"
I
E
I
N
=
2
6
4
.
6
1
(
S
)
8"
I
E
I
N
=
2
6
4
.
6
1
(
E
)
8"
I
E
O
U
T
=
2
6
4
.
4
1
(
W
)
ST
A
=
1
+
6
0
.
8
9
(
S
S
L
N
-
B
)
RI
M
=
2
7
3
.
9
9
120.92 LF 8" (PVC)
@ S=0.0050120.73 LF 8" (PVC)
@ S=0.0050
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SS
M
H
A
7
ST
A
=
1
2
+
1
4
.
4
0
,
6
.
9
2
'
L
(1
6
6
T
H
)
10
"
I
E
I
N
=
2
5
5
.
3
3
(
E
)
8"
I
E
I
N
=
2
6
3
.
0
0
(
S
)
10
"
I
E
O
U
T
=
2
5
5
.
2
3
(
W
)
ST
A
=
4
+
0
2
.
5
4
(
S
S
L
N
-
B
)
RI
M
=
2
7
3
.
0
2
SS
M
H
B
1
ST
A
=
1
0
+
9
3
.
6
7
,
6
.
9
2
'
L
(1
6
6
T
H
)
8"
I
E
I
N
=
2
6
4
.
6
1
(
W
)
8"
I
E
I
N
=
2
6
3
.
8
1
(
E
)
8"
I
E
O
U
T
=
2
6
3
.
6
1
(
N
)
ST
A
=
2
+
8
1
.
8
1
(
S
S
L
N
-
B
)
RI
M
=
2
7
2
.
7
9
IN
S
I
D
E
D
R
O
P
IN
S
I
D
E
DR
O
P
0+901+002+00
3
+
0
0
4
+
0
0
16+00
17+00
SS SS SS SS SS
S
S
S
S
S
S
SSSSSS
SD
S
D
SD SD SD
S
D
S
D
W W W W W W
W
W
W
W
69707172
7399
68
SSMH
B3
SSMH
B2
SSMH
A7
11
17+00
11
+
0
0
12
+
0
0
4+
0
0
1+00
2+00 3+00
17+0018+00
19+00 SSLN-A
SSLN-B
SS
L
N
-
B
SW
1
6
6
T
H
A
V
E
ALLEY 7
SW STREAMWOOD LN
SW STREAMWOOD LN
SSMH
B1
1C
8.00'
PUE, TYP.
1B
SD
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
0
4
)
S
S
L
N
-
B
P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
4
Ma
r
.
1
9
,
2
4
-
9:
0
5
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 40 FEET
40 20 40
SSLNB PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE
DROP WITH BOWL PER CWS DWG NO. 090, SEE
SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT OPEN
INSIDE DROP WITH BOWL PER CWS DWG NO.
080, SEE SHEET D4.01.
SANITARY NOTES:
1
SSLNB PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
HY D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
SSLN-D
SEE SHEET 406
SSLN-B PLAN &
PROFILE
404
1B
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
1C
MA
T
C
H
L
I
N
E
SS
L
N
-
D
S
T
A
SE
E
S
H
E
E
T
4
0
2
MA
T
C
H
L
I
N
E
SS
L
N
-
D
S
T
A
SE
E
S
H
E
E
T
4
0
2
MA
T
C
H
L
I
N
E
SS
L
N
-
D
S
T
A
SE
E
S
H
E
E
T
4
0
5
0.0841
26
9
.
7
3
26
4
.
3
5
25
5
.
1
4
27
2
.
9
6
26
2
.
7
1
25
4
.
9
8
240
250
260
270
280
290
300
240
250
260
270
280
290
300
0+75 1+00 2+00 3+00 3+25
SS
M
H
B
1
ST
A
=
2
+
3
5
.
0
8
,
4
.
1
6
'
R
(A
L
L
E
Y
2
)
8"
I
E
I
N
=
2
6
4
.
6
1
(
W
)
8"
I
E
I
N
=
2
6
3
.
8
1
(
E
)
8"
I
E
O
U
T
=
2
6
3
.
6
1
(
N
)
ST
A
=
2
+
5
7
.
0
3
(
S
S
L
N
-
C
)
RI
M
=
2
7
2
.
7
9
108.08 LF 8" (PVC)
@ S=0.0203
SS
M
H
C
2
ST
A
=
1
+
2
7
.
0
0
,
4
.
1
6
'
R
(A
L
L
E
Y
2
)
8"
I
E
I
N
=
2
6
7
.
8
0
(
S
)
8"
I
E
I
N
=
2
6
7
.
7
0
(
W
)
8"
I
E
O
U
T
=
2
6
6
.
8
0
(
E
)
ST
A
=
1
+
4
8
.
9
5
(
S
S
L
N
-
C
)
RI
M
=
2
7
3
.
5
9
48.95 LF 8" (PVC)
@ S=0.0061
SS
M
H
C
1
ST
A
=
0
+
7
8
.
0
5
,
4
.
1
6
'
R
(A
L
L
E
Y
2
)
8"
I
E
O
U
T
=
2
6
8
.
0
0
(
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
C
)
RI
M
=
2
7
3
.
3
5
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE EXISTING GROUND @
PIPE CENTERLINE
12" SD/8" SS
2.80' CLR
IN
S
I
D
E
D
R
O
P
IN
S
I
D
E
D
R
O
P
SD SD
S
D
S
D
S
D
3
+
0
0
1+00
4+
0
0
1+00 2+00
11
+
0
0
12
+
0
0
1+00
2+001
+
0
0
S
S
S
S
S
S
S
S
S
S
104 103 102 101 100
105
106
1
SSMH
C1
SSMH
C2
SSMH
B1
1C
1C
8.00'
PUE, TYP.
SS
L
N
-
B
SSLN-C
SW
1
6
6
T
H
A
V
E
ALLEY 2
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
0
5
)
S
S
L
N
-
C
P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
5
Ma
r
.
1
9
,
2
4
-
9:
0
6
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 40 FEET
40 20 40
SSLNC PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
SSLNC PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
SSLN-B
SEE SHEET 404
SSLN-E
SEE SHEET 407
SSLN-C PLAN &
PROFILE
405
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT OPEN
INSIDE DROP WITH BOWL PER CWS DWG NO.
080, SEE SHEET D4.01.
SANITARY NOTES:
1
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
1C
0.0133
26
7
.
3
4
26
4
.
3
5
26
7
.
3
5
26
6
.
4
4
0.0193
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY
LATERAL, TYP.
230
240
250
260
270
280
290
300
310
320
230
240
250
260
270
280
290
300
310
320
0+50 1+00 2+00 3+00 4+00 5+00 6+00 6+50
SS
M
H
B
2
ST
A
=
4
+
1
8
.
8
8
,
3
.
0
0
'
L
(A
L
L
E
Y
4
)
8"
I
E
I
N
=
2
6
4
.
6
1
(
S
)
8"
I
E
I
N
=
2
6
4
.
6
1
(
E
)
8"
I
E
O
U
T
=
2
6
4
.
4
1
(
W
)
ST
A
=
5
+
7
9
.
6
0
(
S
S
L
N
-
D
)
RI
M
=
2
7
3
.
9
9
169.51
L
F
8
"
(
P
V
C
)
@ S=0.0
5
4
2
SS
M
H
D
3
ST
A
=
2
+
4
9
.
3
7
,
3
.
0
0
'
L
(A
L
L
E
Y
4
)
8"
I
E
I
N
=
2
7
4
.
0
0
(
S
)
8"
I
E
O
U
T
=
2
7
3
.
8
0
(
N
)
ST
A
=
4
+
1
0
.
1
0
(
S
S
L
N
-
D
)
RI
M
=
2
8
2
.
9
1
249.43
L
F
8
"
(
P
V
C
)
@ S=0.0
5
3
2
SS
M
H
D
2
ST
A
=
2
+
1
9
.
0
1
,
0
.
0
2
'
R
(A
L
L
E
Y
8
)
8"
I
E
I
N
=
2
8
7
.
4
7
(
W
)
8"
I
E
I
N
=
2
8
8
.
2
7
(
E
)
8"
I
E
O
U
T
=
2
8
7
.
2
7
(
N
)
ST
A
=
1
+
6
0
.
6
7
(
S
S
L
N
-
D
)
RI
M
=
2
9
7
.
2
7
60.67
L
F
8
"
(
P
V
C
)
@ S=0.
0
6
4
1
4" SD/8" SS
1.39' CLR
SANITARY
LATERAL, TYP.
STORM
LATERAL, TYP.
SS
M
H
D
1
ST
A
=
2
+
7
9
.
6
8
,
0
.
0
0
'
(A
L
L
E
Y
8
)
8"
I
E
O
U
T
=
2
9
2
.
1
6
(
W
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
D
)
RI
M
=
2
9
9
.
8
5
IN
S
I
D
E
D
R
O
P
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
0
+
9
0
1
+
0
0
2
+
0
0
2+
0
0
3+
0
0
2+
0
0
3+
0
0
0+00 1+00 2+00 3+00 4+00
1
+
0
0
2+00 3+00 4+00 5+00 5+90
1
+
0
0
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
979096
77
95
83 76
94
82 75
TRACT K
81 74
93
86
80 73
9992
79
9891
78
TRACT I
88
87
84
85
TRACT J
1
SSMH
D1
SSMH
G1
SSMH
SSMH
D3
SSMH
B3
SSMH
B2
SDLN-4
SSLN-D
SS
L
N
-
D
SDLN-7
S
D
L
N
-
6
SS
L
N
-
B
S
D
L
N
-
8
ALLEY 4
AL
L
E
Y
7
A
L
L
E
Y
8
1
8.00'
PUE, TYP.
2
TYP.
1C
SSMH
D2
1
2
TYP.
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
PGE
644
8.00'
PUE, TYP.
SD
SANITARY LATERAL TABLE
LOT #
LOT - (73)
LOT - (74)
LOT - (75)
LOT - (76)
LOT - (77)
LOT - (78)
LOT - (79)
LOT - (80)
LOT - (81)
LOT - (82)
STATION
5+57.60 (SSLN-D)
5+10.60 (SSLN-D)
5+00.60 (SSLN-D)
4+43.60 (SSLN-D)
4+33.60 (SSLN-D)
3+75.60 (SSLN-D)
3+32.08 (SSLN-D)
2+91.60 (SSLN-D)
2+81.60 (SSLN-D)
2+27.60 (SSLN-D)
LENGTH
16.27'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
SLOPE
18.40%
17.52%
17.88%
19.92%
20.28%
21.32%
23.15%
24.85%
25.27%
27.54%
IE AT MAIN
265.97
268.52
269.06
272.15
272.69
276.00
278.32
280.47
281.00
283.87
IE AT END
268.96
271.32
271.92
275.34
275.94
279.41
282.02
284.45
285.05
288.28
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SANITARY LATERAL TABLE
LOT #
LOT - (83)
LOT - (84)
LOT - (85)
LOT - (86)
LOT - (87)
LOT - (88)
LOT - (89)
LOT - (90)
LOT - (91)
LOT - (92)
STATION
2+17.60 (SSLN-D)
1+06.00 (SSLN-D)
1+36.85 (SSLN-D)
1+46.85 (SSLN-D)
1+19.15 (SSLN-G)
1+09.15 (SSLN-G)
2+02.60 (SSLN-D)
2+50.60 (SSLN-D)
2+60.60 (SSLN-D)
3+14.60 (SSLN-D)
LENGTH
16.00'
13.00'
12.99'
12.98'
12.99'
13.00'
10.00'
10.00'
10.00'
10.00'
SLOPE
27.96%
15.46%
20.96%
23.06%
19.74%
16.99%
30.00%
30.00%
30.00%
30.00%
IE AT MAIN
284.41
291.94
289.96
289.32
287.84
287.89
285.20
282.65
282.12
279.25
IE AT END
288.88
293.95
292.68
292.32
290.40
290.10
288.20
285.65
285.12
282.25
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SANITARY LATERAL TABLE
LOT #
LOT - (93)
LOT - (94)
LOT - (95)
LOT - (96)
**LOT - (97)
LOT - (98)
**LOT - (99)
STATION
3+24.60 (SSLN-D)
3+98.60 (SSLN-D)
4+18.60 (SSLN-D)
4+68.60 (SSLN-D)
4+78.60 (SSLN-D)
5+32.60 (SSLN-D)
5+42.60 (SSLN-D)
LENGTH
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
SLOPE
30.00%
27.77%
28.52%
25.65%
25.08%
22.20%
23.10%
IE AT MAIN
278.71
274.78
273.51
270.80
270.25
267.33
266.78
IE AT END
281.71
277.56
276.36
273.36
272.76
269.55
269.09
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
406n:
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(
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 40 FEET
40 20 40
SSLND PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT OPEN
INSIDE DROP WITH BOWL PER CWS DWG NO.
080, SEE 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.
SANITARY NOTES:
1
SSLND PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
1C
SSLN-G
SEE SHEET 409
SSLN-B
SEE SHEET 404
SSLN-D PLAN &
PROFILE
2
0.0613
29
1
.
5
1
**BROKEN/MISSING LATERAL BOARD
18.17 14.48%265.76 268.39
28
7
.
0
6
28
7
.
7
9
28
6
.
7
6
27
3
.
7
0
27
3
.
3
7
0.0524
0.0517
18.79 11.64%268.22 270.41
18.25 11.42%268.77 270.85
18.64 15.21%271.8 274.63
17.7 11.33%272.30 274.31
17.6 18.70%275.66 278.95
17.97 15.71 277.98 280.80
18.55 13.49%280.10 282.60
18.05 19.84%280.56 284.14
18.28 19.55%283.39 286.96
18.19 23.14%283.97 288.18
15.23 9.06%291.27 292.65
15.36 13.59%289.44 291.53
15.76 7.70%288.79 290.0
14.64 11.28 287.56 289.21
15.23 8.72%287.64 288.97
12.97 19.03%284.67 287.14
12.88 6.40%282.19 283.02
13.09 11.70%281.74 283.27
12.76 20.16%278.89 281.46
12.97 3.76%278.38 278.87
13.36 10.22%274.48 275.72
12.80 15.86%273.10 275.13
12.47 15.73 270.50 272.46
269.92
267.0712.39 5.83%
266.55
267.79
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM
LATERAL, TYP.
240
250
260
270
280
290
300
310
240
250
260
270
280
290
300
310
0+501+002+003+004+005+006+006+50
SS
M
H
E
2
ST
A
=
1
+
0
8
.
1
0
,
3
.
0
2
'
R
(A
L
L
E
Y
3
)
8"
I
E
I
N
=
2
8
2
.
3
7
(
E
)
8"
I
E
I
N
=
2
8
2
.
3
7
(
W
)
8"
I
E
O
U
T
=
2
8
2
.
1
7
(
N
)
ST
A
=
5
+
4
2
.
5
9
(
S
S
L
N
-
E
)
RI
M
=
2
9
3
.
1
4
220.29 LF 8" (P
V
C
)
@ S=0.0288
SS
M
H
C
2
ST
A
=
4
+
3
9
.
5
3
,
3
.
0
0
'
L
(A
L
L
E
Y
1
)
8"
I
E
I
N
=
2
6
7
.
8
0
(
S
)
8"
I
E
I
N
=
2
6
7
.
7
0
(
W
)
8"
I
E
O
U
T
=
2
6
6
.
8
0
(
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
E
)
RI
M
=
2
7
3
.
5
9
222.30 LF 8"
(
P
V
C
)
@ S=0.0352
SS
M
H
E
3
ST
A
=
2
+
1
7
.
2
4
,
3
.
0
0
'
L
(A
L
L
E
Y
1
)
8"
I
E
I
N
=
2
7
5
.
8
3
(
S
)
8"
I
E
O
U
T
=
2
7
5
.
6
3
(
N
)
ST
A
=
3
+
2
2
.
3
0
(
S
S
L
N
-
E
)
RI
M
=
2
8
3
.
4
7
SANITARY
LATERAL, TYP.
4" SD/8" SS
0.93' CLR
66.98 LF 8" (PVC)
@ S=0.0542
SS
M
H
E
1
ST
A
=
0
+
4
1
.
1
3
,
2
.
9
5
'
R
(A
L
L
E
Y
3
)
8"
I
E
O
U
T
=
2
8
6
.
0
0
(
E
)
ST
A
=
6
+
0
9
.
5
7
(
S
S
L
N
-
E
)
RI
M
=
2
9
1
.
0
0
IN
S
I
D
E
D
R
O
P
S
D
S
D
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
3+00
1+00 2+00 3+00 4+00
1+
0
0
2+
0
0
1+
0
0
2+
0
0
1
+
0
0
2
+
0
0
1+002+003+004+005+00
6
+
0
0
2
+
0
0
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
115 110111 108109121113112 107114116
TR
A
C
T
N
117118119120124122123125
TRACT M
129
133
132
131
130
126
128
127
TRACT L
144143142141140136139138137134135
105
TR
A
C
T
O
106
SSMH
E2
SSMH
E1
SSMH
E3
SSMH
C1
SSMH
C2
1
SSLN-F
S
S
L
N
-
F
S
S
L
N
-
E
SSLN-E
S
D
L
N
-
5
SDLN-5
S
S
L
N
-
C
A
L
L
E
Y
2
ALLEY 1
A
L
L
E
Y
3
8.00'
PUE, TYP.
1
1
2 2
TYP.
TYP.
1C
PG
E
64
4
PGE
644
PGE
644
P
G
E
6
4
4
PGE
644
P
G
E
5
7
7
P
G
E
5
7
7
PGE
233
PGE
233
PG
E
64
4
144
SANITARY LATERAL TABLE
LOT #
LOT - (105)
LOT - (106)
LOT - (107)
LOT - (108)
LOT - (109)
LOT - (110)
LOT - (111)
LOT - (112)
LOT - (113)
LOT - (114)
LOT - (115)
LOT - (116)
LOT - (117)
STATION
1+30.03 (SSLN-E)
1+45.36 (SSLN-E)
1+55.36 (SSLN-E)
1+70.70 (SSLN-E)
1+86.03 (SSLN-E)
2+01.36 (SSLN-E)
2+32.36 (SSLN-E)
2+53.36 (SSLN-E)
2+68.70 (SSLN-E)
2+84.03 (SSLN-E)
2+99.36 (SSLN-E)
3+39.36 (SSLN-E)
3+64.36 (SSLN-E)
LENGTH
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.01'
10.02'
SLOPE
2.00%
15.11%
16.06%
2.00%
18.99%
20.46%
23.37%
25.42%
26.85%
28.35%
29.82%
30.00%
30.00%
IE AT MAIN
269.02
269.56
269.92
270.46
271.00
271.54
272.63
273.37
273.91
274.45
274.99
276.49
277.21
IE AT END
269.22
271.07
271.52
270.66
272.90
273.58
274.97
275.91
276.59
277.28
277.97
279.49
280.21
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SANITARY LATERAL TABLE
LOT #
LOT - (118)
LOT - (119)
LOT - (120)
LOT - (121)
LOT - (122)
LOT - (123)
LOT - (124)
LOT - (125)
LOT - (126)
LOT - (127)
LOT - (128)
LOT - (129)
LOT - (134)
STATION
3+79.70 (SSLN-E)
3+95.03 (SSLN-E)
4+10.36 (SSLN-E)
4+36.36 (SSLN-E)
4+62.36 (SSLN-E)
4+77.70 (SSLN-E)
4+93.03 (SSLN-E)
5+08.36 (SSLN-E)
6+04.75 (SSLN-E)
5+91.42 (SSLN-E)
5+81.42 (SSLN-E)
5+66.09 (SSLN-E)
4+96.55 (SSLN-E)
LENGTH
10.02'
10.03'
10.04'
10.05'
10.06'
10.07'
10.07'
10.08'
10.04'
10.03'
10.02'
10.00'
15.93'
SLOPE
30.00%
30.00%
30.00%
30.00%
30.00%
30.00%
30.00%
30.00%
2.00%
2.00%
2.00%
2.00%
48.36%
IE AT MAIN
277.65
278.09
278.53
279.28
280.03
280.47
280.91
281.35
285.91
285.18
284.64
283.81
281.01
IE AT END
280.66
281.10
281.54
282.29
283.05
283.49
283.93
284.38
286.11
285.38
284.84
284.01
288.72
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SANITARY LATERAL TABLE
LOT #
LOT - (135)
LOT - (136)
LOT - (137)
LOT - (138)
LOT - (139)
LOT - (140)
LOT - (141)
LOT - (142)
LOT - (143)
LOT - (144)
LOT - (145)
STATION
4+86.55 (SSLN-E)
4+32.55 (SSLN-E)
4+22.55 (SSLN-E)
3+68.55 (SSLN-E)
3+58.55 (SSLN-E)
2+89.55 (SSLN-E)
2+79.55 (SSLN-E)
2+28.55 (SSLN-E)
1+97.36 (SSLN-E)
1+61.55 (SSLN-E)
1+51.55 (SSLN-E)
LENGTH
15.93'
15.95'
15.96'
15.98'
15.99'
16.00'
16.00'
16.00'
16.00'
16.00'
16.00'
SLOPE
44.21%
35.61%
34.60%
26.03%
25.02%
23.80%
26.33%
29.53%
30.17%
2.00%
2.00%
IE AT MAIN
280.73
279.17
278.88
277.33
277.04
274.64
274.29
272.49
271.40
270.13
269.78
IE AT END
287.77
284.85
284.40
281.49
281.04
278.45
278.50
277.22
276.22
270.45
270.10
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
C900
C900
PVC ASTM D304
PVC ASTM D304
n:
\
p
r
o
j
\
1
4
8
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0
0
5
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9
d
r
a
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a
s
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(
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7
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1
9
,
2
4
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9:
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 40 FEET
40 20 40
SSLN-E PLAN &
PROFILE
407SSLNE PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT OPEN
INSIDE DROP WITH BOWL PER CWS DWG NO.
080, SEE 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.
SANITARY NOTES:
1
SSLNE PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
1C
SSLN-C
SEE SHEET 405
SSLN-C
SEE SHEET 405
SSLN-F
SEE SHEET 408
2
0.0536
28
5
.
5
0
11.88 6.18%268.57 269.30
0.0287
0.0354
28
1
.
9
9
28
1
.
9
1
28
1
.
7
1
27
5
.
3
8
27
5
.
2
2
26
7
.
3
4
26
7
.
3
5
26
6
.
4
4
11.38 6.84%269.10 269.88
11.25 9.39%269.45 270.51
10.82 5.45%270.00 270.59
11.41 16.33%270.51 272.37
11.12 10.11%271.11 272.23
10.77 15.64%272.16 273.84
11.65 14.74%272.94 274.66
11.08 13.38%273.49 274.97
10.82 8.73%274.03 274.97
11.33 12.52%274.57 275.99
13.25 22.61%276.03 279.03
12.77 27.46%276.75 280.26
13.55 24.09%277.24 280.50
13.32 22.50%277.67 280.67
13.63 22.48%278.10 281.16
13.64 21.10%278.85 281.73
13.85 29.26%279.59 283.64
12.98 24.09%280.04 283.17
13.65 21.89%280.48 283.47
13.78 24.39%280.94 284.30
13.47 8.53%285.9 287.05
12.75 1.65%284.71 284.92
13.89 14.11%284.19 286.15
13.14 14.94%283.33 285.29
19.34 6.91%280.57 281.91
19.17 16.17%280.28 283.38
18.65 27.83 278.73 283.92
18.51 26.52 278.41 283.32
18.32 15.19%276.85 279.63
16.70 20.41%276.59 280.00
16.51 22.05%274.22 277.86
18.14 24.13 273.87 278.25
18.18 17.51%272.05 275.23
17.88 31.37%270.94 276.55
17.94 9.53%269.71 271.42
17.66 8.12%269.35 270.78
CLASS 'B' GRANULAR BACKFILL
250
260
270
280
290
300
310
320
330
250
260
270
280
290
300
310
320
330
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SS
M
H
E
2
ST
A
=
1
+
0
8
.
1
0
,
3
.
0
2
'
R
(A
L
L
E
Y
3
)
8"
I
E
I
N
=
2
8
2
.
3
7
(
E
)
8"
I
E
I
N
=
2
8
2
.
3
7
(
W
)
8"
I
E
O
U
T
=
2
8
2
.
1
7
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
F
)
RI
M
=
2
9
3
.
1
4
108.12 LF 8" (PVC)
@ S=0.0050
245.63 LF 8" (PVC)
@ S=0.0050
SS
M
H
F
1
ST
A
=
2
+
1
6
.
2
2
,
3
.
0
0
'
R
(A
L
L
E
Y
3
)
8"
I
E
I
N
=
2
8
3
.
1
1
(
S
)
8"
I
E
O
U
T
=
2
8
2
.
9
1
(
W
)
ST
A
=
2
+
0
8
.
1
2
(
S
S
L
N
-
F
)
RI
M
=
2
9
5
.
7
5
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM
LATERAL, TYP.
4" SD/8" SS
1.68' CLR
SANITARY
LATERAL, TYP.
SS
M
H
F
2
ST
A
=
4
+
0
6
.
7
2
,
6
.
0
6
'
L
(1
6
6
T
H
)
8"
I
E
I
N
=
2
8
4
.
5
4
(
W
)
8"
I
E
I
N
=
2
9
2
.
7
3
(
S
)
8"
I
E
O
U
T
=
2
8
4
.
3
4
(
N
)
ST
A
=
4
+
5
3
.
7
6
(
S
S
L
N
-
F
)
RI
M
=
3
0
2
.
2
0
14.38 LF 8" (PVC)
@ S=0.0200
SS
M
H
F
3
ST
A
=
3
+
9
2
.
3
5
,
5
.
9
9
'
L
(1
6
6
T
H
)
8"
I
E
I
N
=
2
9
3
.
2
2
(
E
)
8"
I
E
O
U
T
=
2
9
3
.
0
2
(
N
)
ST
A
=
4
+
6
8
.
1
3
(
S
S
L
N
-
F
)
RI
M
=
3
0
3
.
1
6
118.03
L
F
8
"
(
P
V
C
)
@ S=0.0
8
0
4
SS
M
H
F
4
ST
A
=
2
+
1
7
.
0
6
,
3
.
0
0
'
L
(A
L
L
E
Y
9
)
8"
I
E
I
N
=
3
0
3
.
0
0
(
S
)
8"
I
E
I
N
=
3
0
2
.
9
1
(
E
)
8"
I
E
O
U
T
=
3
0
2
.
7
1
(
W
)
ST
A
=
5
+
8
6
.
1
6
(
S
S
L
N
-
F
)
RI
M
=
3
1
0
.
6
1
80.00 L
F
8
"
(
P
V
C
)
@ S=0.0
7
9
1
SS
M
H
F
5
ST
A
=
2
+
9
7
.
0
6
,
3
.
0
0
'
L
(A
L
L
E
Y
9
)
8"
I
E
O
U
T
=
3
0
9
.
2
3
(
W
)
ST
A
=
6
+
6
6
.
1
6
(
S
S
L
N
-
F
)
RI
M
=
3
1
7
.
1
3
8" WATER
IN
S
I
D
E
D
R
O
P
SANITARY LATERAL TABLE
LOT #
LOT - (39)
LOT - (40)
LOT - (41)
LOT - (42)
LOT - (43)
LOT - (130)
LOT - (131)
LOT - (132)
LOT - (133)
STATION
5+11.21 (SSLN-F)
5+48.28 (SSLN-F)
5+80.28 (SSLN-F)
6+12.28 (SSLN-F)
6+44.28 (SSLN-F)
1+18.51 (SSLN-F)
1+28.51 (SSLN-F)
1+43.84 (SSLN-F)
1+59.17 (SSLN-F)
LENGTH
10.00'
10.00'
10.00'
10.00'
10.00'
9.98'
9.98'
9.99'
9.99'
SLOPE
15.43%
18.44%
23.95%
20.56%
16.12%
2.00%
2.00%
2.00%
2.00%
IE AT MAIN
296.85
299.83
302.40
305.14
307.67
282.63
282.68
282.76
282.84
IE AT END
298.39
301.67
304.80
307.20
309.28
282.83
282.88
282.96
283.04
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SD SD SD SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
9+00
10+00
11+00 12+00
3+
0
0
3+
1
2
1+00 2+00 3+00
1+00 2+00 3+00
2+00
1+00 2+00
0+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
1+00
5
+
0
0
6+66
1+00 2+00
3
+
0
0
4
+
0
0
6+00
1+00 1+59
1+984+00
SS
SSSS
S
S
S
S
S
S
S
S
S
S
SS SS
S
S
SS
SS SS
SS SS
SS
S
D
S
D
S
D
S
D
S
D
86
23
25
24
4438
41 43423940
88 87 8485
20 21 22
129 133132131130
134
SSMH
F5
SSMH
F4
SSMH
D1
SSMH
D2
SSMH
G1
SSMH
I2
SSMH
F1
SSMH
E2
SDLN-11
SSLN-I SSLN-F
SS
L
N
-
F
SS
L
N
-
F
SSLN-F
SS
L
N
-
K
SSLN-DSSLN-G
SDLN-8 SDLN-8
ALLEY 3
ALLEY 8
ALLEY 10
ALLEY 9
SW JEAN LOUISE RD
SW
1
6
6
T
H
A
V
E
PGE
644
PGE
644
PG
E
64
4
PG
E
64
4
P
G
E
6
4
4
P
G
E
6
4
4
PG
E
64
4
P
G
E
6
4
4
PG
E
64
4
W
W
W
W
W
W
W
W
W W W W W
2
TYP.
1 1
SSMH
F2
SSMH
F3
2
TYP.
1 1
1D
1
SD
L
N
-
1
0
SS
L
N
-
J
8.00'
PUE, TYP.
8.00'
PUE, TYP.
SD
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
0
8
)
S
S
L
N
-
F
P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
8
Ma
r
.
1
9
,
2
4
-
9:
0
7
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 40 FEET
40 20 40
SSLN-F PLAN &
PROFILE
408SSLNF PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT
MECHANICAL INSIDE DROP PER CWS DWG NO.
060, SEE 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.
SANITARY NOTES:
1
SSLNF PLAN
SCALE: 1" = 40'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
HY D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWER
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
1D
SSLN-E
SEE SHEET 407
SS
L
N
-
E
SE
E
S
H
E
E
T
4
0
7
SSLN-J
SEE SHEET 412
SS
L
N
-
I
SE
E
S
H
E
E
T
4
1
1
2
28
1
.
9
9
28
2
.
5
8
28
2
.
4
4
28
4
.
2
2
29
1
.
4
5
28
3
.
9
0
0.1092
0.00540.0042
12.34 11.04%297.01
28
1
.
9
1
28
1
.
7
1
12.02 15.48 300.05 301.8
12.63 9.19%303.66
12.63 7.33%305.29 306.27
13.27 11.66%307.58 309.13
14.74 30.8%282.24 286.78
13.8 36.2%282.28 287.28
13.37 42.2%282.34 287.56
14.23 17.64%282.40 284.91
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
260
270
280
290
300
310
260
270
280
290
300
310
0+75 1+00 2+00 2+25
SS
M
H
G
1
ST
A
=
1
+
5
9
.
6
8
,
0
.
0
0
'
(A
L
L
E
Y
8
)
8"
I
E
O
U
T
=
2
8
7
.
7
7
(
E
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
G
)
RI
M
=
2
9
5
.
4
6
59.33 LF 8" (PVC)
@ S=0.0050
SS
M
H
D
2
ST
A
=
2
+
1
9
.
0
1
,
0
.
0
2
'
R
(A
L
L
E
Y
8
)
8"
I
E
I
N
=
2
8
7
.
4
7
(
W
)
8"
I
E
I
N
=
2
8
8
.
2
7
(
E
)
8"
I
E
O
U
T
=
2
8
7
.
2
7
(
N
)
ST
A
=
1
+
5
9
.
3
3
(
S
S
L
N
-
G
)
RI
M
=
2
9
7
.
2
7
SANITARY
LATERAL, TYP.
S
D
1+00 2+00
2+00
0+
0
0
6+
0
0
7+
0
0
2
+
0
0
2+00
3
+
0
0
1+00
S
S
S
S
S
S
SS
S
S
86
89
88 87 85
SSMH
D2SSMH
G1
SSMH
F1
SSLN-D
SSLN-G ALLEY 8
2
TYP.
1
1
8.00'
PUE, TYP.
PGE
644
P
G
E
6
4
4
W
W
W
W
SANITARY LATERAL TABLE
LOT #
LOT - (87)
LOT - (88)
STATION
1+19.15 (SSLN-G)
1+09.15 (SSLN-G)
LENGTH
12.99'
13.00'
SLOPE
19.74%
16.99%
IE AT MAIN
287.84
287.89
IE AT END
290.40
290.10
MATERIAL
PVC ASTM D304
PVC ASTM D304
n:
\
p
r
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1
4
8
-
0
0
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9
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a
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s
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5
a
s
b
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t
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.
(
4
0
9
)
S
S
L
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-
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P
&
P
.
d
w
g
-
S
H
E
E
T
:
40
9
Ma
r
.
1
9
,
2
4
-
9:
0
7
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SCALE
0
1 INCH 40 FEET
40 20 40
SSLNG PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG 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.
SANITARY NOTES:
1
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
SSLNG PLAN
SCALE: 1" = 40'
SSLN-D
SEE SHEET 406
SS
L
N
-
F
SE
E
S
H
E
E
T
4
0
8
SSLN-F
SEE SHEET 408
2
SS
L
N
-
D
SE
E
S
H
E
E
T
4
0
6
SSLN-G PLAN &
PROFILE
409
0.0120
28
7
.
0
6
14.64 11.28%287.56 289.21
28
7
.
7
9
28
6
.
7
6
15.23 8.72%287.64 288.97
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY
LATERAL, TYP
260
270
280
290
300
310
260
270
280
290
300
310
1+00 2+00 2+50
SS
M
H
H
1
ST
A
=
1
+
3
6
.
1
1
,
5
.
0
0
'
R
(A
L
L
E
Y
1
0
)
8"
I
E
O
U
T
=
2
8
6
.
0
0
(
E
)
ST
A
=
1
+
1
5
.
0
0
(
S
S
L
N
-
H
)
RI
M
=
2
8
9
.
9
0
SS
M
H
I
2
ST
A
=
2
+
0
6
.
4
5
,
5
.
0
0
'
R
(A
L
L
E
Y
1
0
)
8"
I
E
I
N
=
2
8
6
.
1
0
(
S
)
8"
I
E
I
N
=
2
8
5
.
3
0
(
W
)
8"
I
E
O
U
T
=
2
8
5
.
1
0
(
E
)
ST
A
=
1
+
8
5
.
3
4
(
S
S
L
N
-
H
)
RI
M
=
2
9
5
.
3
9
IN
S
I
D
E
D
R
O
P
70.34 LF 8" (PVC)
@ S=0.0100
SS
SS
10
7
+
0
0
10
8
+
0
0
W
SS
SD
SD
SD
SD SD SDSD
SD SD SD
SD 2415
TRACT E
14
SSLN-H
ALLEY 10
8.00'
PUE, TYP.
8.00'
PUE, TYP.
3+00
SSMH
I2
1C
19 20 21 22161718
SW JEAN LOUISE RD
1
SSMH
H1
1+00 2+00
1+981+00
W
W
W
W
W
W
W
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
2
TYP.
SANITARY LATERAL TABLE
LOT #
LOT - (16)
LOT - (17)
LOT - (18)
LOT - (19)
STATION
1+19.21 (SSLN-H)
1+32.55 (SSLN-H)
1+47.88 (SSLN-H)
1+75.51 (SSLN-H)
LENGTH
18.00'
18.00'
18.00'
18.00'
SLOPE
11.91%
5.38%
2.12%
15.64%
IE AT MAIN
286.12
285.99
285.84
285.56
IE AT END
283.98
285.02
286.22
288.38
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
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t
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a
l
\
1
4
8
0
0
5
.
(
4
1
0
)
S
S
L
N
-
H
P
&
P
.
d
w
g
-
S
H
E
E
T
:
41
0
Ma
r
.
1
9
,
2
4
-
9:
0
8
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SSLNH PLAN
SCALE: 1" = 40'
SSLNH PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT OPEN
INSIDE DROP WITH BOWL PER CWS DWG NO.
080, SEE SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.02. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SANITARY NOTES:
1
1C
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWER
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
SSLN-H PLAN &
PROFILE
410
SSLN-I
SEE SHEET 411
SS
L
N
-
I
SE
E
S
H
E
E
T
4
1
1
2
SCALE
1 INCH = 40 FEET
40 20 4000
0.0044
28
5
.
7
3
28
6
.
0
1
28
5
.
4
2
28
5
.
3
4
18.79 5.16%285.88 286.85
19.64 3.51%285.82 286.51
19.2 4.78%285.75 286.67
20.63 23.45%285.62 290.46
SS SS SS SS SS
1+002+003+00
4+00
5+00
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
SS SS
SS
S
S
S
S
S
S
SD
SD SD
SD
SD
SD
SD SD SD SD SD SD
SD
25 29242827 312630
15
TR
A
C
T
E
67138911
4
512
3
1014
SS
L
N
-
I
SS
L
N
-
H
SSLN-F
SW RIVER TERRACE
ALLEY 5AL
L
E
Y
1
0
SW 166TH AVE
SW
B
E
A
C
O
N
L
N
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.1+00
2+003+00
4
+
0
0
3+12
0+001+002+00
3+00
SSMH
F2
SSMH
F3
SSMH
I2
SSMH
I1
1C
1D
2 1
23
19
20
21
22
16
17
18
TRACT FSSLN-I
S
D
S
D
S
D
S
D
SD
W W W W W W W W W W
W
W
W
W
WP
G
E
6
4
4
PG
E
64
4
PGE
644
PGE
577
TYP.
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM
LATERAL, TYP
SANITARY
LATERAL, TYP
255
260
270
280
290
300
310
320
255
260
270
280
290
300
310
320
1+002+003+004+005+005+25
SS
M
H
I
1
ST
A
=
0
+
4
4
.
7
0
,
5
.
0
0
'
L
(A
L
L
E
Y
5
)
8"
I
E
O
U
T
=
2
9
3
.
4
6
(
N
)
ST
A
=
1
+
2
5
.
0
0
(
S
S
L
N
-
I
)
RI
M
=
3
0
2
.
2
5
SS
M
H
I
2
ST
A
=
3
+
0
6
.
7
4
,
5
.
0
0
'
L
(A
L
L
E
Y
5
)
8"
I
E
I
N
=
2
8
6
.
1
0
(
S
)
8"
I
E
I
N
=
2
8
5
.
3
0
(
W
)
8"
I
E
O
U
T
=
2
8
5
.
1
0
(
E
)
ST
A
=
3
+
8
7
.
0
3
(
S
S
L
N
-
I
)
RI
M
=
2
9
5
.
3
9
SS
M
H
F
2
ST
A
=
4
+
0
6
.
7
2
,
6
.
0
6
'
L
(1
6
6
T
H
)
8"
I
E
I
N
=
2
8
4
.
5
4
(
W
)
8"
I
E
I
N
=
2
9
2
.
7
3
(
S
)
8"
I
E
O
U
T
=
2
8
4
.
3
4
(
N
)
ST
A
=
4
+
9
7
.
9
8
(
S
S
L
N
-
I
)
RI
M
=
3
0
2
.
2
0
110.95 LF 8" (PVC)
@ S=0.0050
262.03 LF 8" (PVC
)
@ S=0.0281
IN
S
I
D
E
DR
O
P
IN
S
I
D
E
D
R
O
P
SANITARY LATERAL TABLE
LOT #
LOT - (3)
LOT - (4)
LOT - (5)
LOT - (6)
LOT - (7)
LOT - (8)
LOT - (9)
LOT - (10)
LOT - (11)
LOT - (12)
LOT - (13)
LOT - (14)
LOT - (15)
LOT - (20)
LOT - (21)
LOT - (22)
LOT - (23)
LOT - (24)
LOT - (25)
LOT - (26)
LOT - (27)
LOT - (28)
LOT - (29)
LOT - (30)
LOT - (31)
STATION
1+33.34 (SSLN-I)
1+43.10 (SSLN-I)
1+64.01 (SSLN-I)
1+79.34 (SSLN-I)
2+05.34 (SSLN-I)
2+31.34 (SSLN-I)
2+46.67 (SSLN-I)
2+62.01 (SSLN-I)
2+88.01 (SSLN-I)
3+14.01 (SSLN-I)
3+29.34 (SSLN-I)
3+42.34 (SSLN-I)
3+54.67 (SSLN-I)
4+04.83 (SSLN-I)
4+20.17 (SSLN-I)
4+35.50 (SSLN-I)
4+66.21 (SSLN-I)
3+48.10 (SSLN-I)
3+38.10 (SSLN-I)
2+84.10 (SSLN-I)
2+74.10 (SSLN-I)
2+20.10 (SSLN-I)
2+10.10 (SSLN-I)
1+56.10 (SSLN-I)
1+46.10 (SSLN-I)
LENGTH
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
8.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
18.00'
SLOPE
19.86%
20.74%
22.61%
23.98%
26.31%
28.64%
30.00%
30.00%
30.00%
30.00%
30.00%
30.00%
30.00%
29.78%
30.00%
30.00%
30.00%
19.82%
19.42%
17.39%
16.99%
14.84%
14.44%
9.51%
9.11%
IE AT MAIN
293.39
293.12
292.53
292.10
291.37
290.64
290.21
289.78
289.05
288.32
287.88
287.52
287.17
285.17
285.10
285.02
284.87
287.36
287.64
289.16
289.44
290.95
291.24
292.75
293.03
IE AT END
294.98
294.78
294.34
294.02
293.47
292.93
292.61
292.18
291.45
290.72
290.28
289.92
289.57
290.54
290.50
290.42
290.27
290.93
291.14
292.29
292.50
293.63
293.83
294.47
294.67
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
1
1
)
S
S
L
N
-
I
P
&
P
.
d
w
g
-
S
H
E
E
T
:
41
1
Ma
r
.
1
9
,
2
4
-
9:
0
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
SANITARY NOTES:
1
1C
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
HY D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
SSLNI PLAN
SCALE: 1" = 40'
SSLNI PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT OPEN
INSIDE DROP WITH BOWL PER CWS DWG NO.
080, SEE SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT
MECHANICAL INSIDE DROP PER CWS DWG NO.
060, SEE SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.02. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SSLN-I PLAN &
PROFILE
411
1D
SSLN-H
SEE SHEET 410
SCALE
1 INCH = 40 FEET
40 20 4000
2
0.0273
29
3
.
1
7
28
4
.
2
2
29
1
.
4
5
28
3
.
9
0
9.6'11.64%293.10 294.22
30
1
.
0
8
0.0101
28
6
.
0
1
28
5
.
4
2
28
5
.
3
4
294.06
293.24
292.31
292.67
291.59
291.40
291.44
291.25
289.88
290.39
289.34
288.55
290.27
288.75
289.50
290.43
290.84
290.69
291.93
291.64
292.91
292.95
294.32
294.84
292.84
292.26
291.86
291.15
290.42
290.01
289.60
288.90
288.18
287.74
287.39
287.05
285.13
285.18
284.70
287.24
287.49
288.97
289.26
290.74
290.99
292.49
292.75
9.6'12.74%
10.7'9.21%
11.22 4.02%
9.83 15.42%
10.62 11.06%
10.79 12.90%
10.08 18.22%
9.7 24.30%
10.58 16.08%
9.09 26.53%
10.44 18.65%
10.05 14.92%
19.32 25.88%
20.69 15.53%
19.72 22.7%
20.76 27.62%
20.04 17.97%
19.43 16.46%
20.39 14.51
20.09 11.85%
19.73 10.98%
19.62 9.97%
20.17 9.09%
19.70 10.62%
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
STORM
LATERAL, TYP
SANITARY
LATERAL, TYP
12" SD / 8" SS
0.43 CLR
270
280
290
300
310
320
330
270
280
290
300
310
320
330
0+751+002+003+004+004+25
SS
M
H
J
1
ST
A
=
0
+
4
1
.
3
9
,
5
.
0
0
'
L
(A
L
L
E
Y
6
)
8"
I
E
O
U
T
=
3
0
7
.
2
1
(
N
)
ST
A
=
1
+
2
4
.
9
4
(
S
S
L
N
-
J
)
RI
M
=
3
1
4
.
9
0
SS
M
H
F
4
ST
A
=
2
+
1
7
.
0
6
,
3
.
0
0
'
L
(A
L
L
E
Y
9
)
8"
I
E
I
N
=
3
0
3
.
0
0
(
S
)
8"
I
E
I
N
=
3
0
2
.
9
1
(
E
)
8"
I
E
O
U
T
=
3
0
2
.
7
1
(
W
)
ST
A
=
3
+
7
5
.
9
2
(
S
S
L
N
-
J
)
RI
M
=
3
1
0
.
6
1
250.97 LF 8" (PVC)
@ S=0.0168
TRACT G
46 474544 504948
35363738 33
41
34 32
43
42
39
40
1+002+003+004+005+00
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SD
SD
SD
SD
SD
SSLN-J
SS
L
N
-
F
SSLN-K
ALLEY 6
AL
L
E
Y
9
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6+007+008+009+0010+00
2
TYP.
SSMH
F4
SSMH
J1
1
SW
B
E
A
C
O
N
L
N
8.00'
SW
J
E
A
N
L
O
U
I
S
E
R
D
0+001+002+00
2+003+00
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
SW 165TH AVE
1
SD
SANITARY LATERAL TABLE
LOT #
LOT - (32)
LOT - (33)
LOT - (34)
LOT - (35)
LOT - (36)
LOT - (37)
LOT - (38)
LOT - (44)
LOT - (45)
LOT - (46)
LOT - (47)
LOT - (48)
LOT - (49)
LOT - (50)
STATION
1+41.44 (SSLN-J)
1+81.94 (SSLN-J)
1+91.94 (SSLN-J)
2+45.94 (SSLN-J)
2+55.94 (SSLN-J)
3+09.94 (SSLN-J)
3+19.94 (SSLN-J)
3+34.94 (SSLN-J)
2+84.44 (SSLN-J)
2+74.44 (SSLN-J)
2+20.44 (SSLN-J)
2+10.44 (SSLN-J)
1+56.44 (SSLN-J)
1+46.44 (SSLN-J)
LENGTH
8.00'
8.01'
8.01'
8.01'
8.01'
8.02'
8.02'
18.25'
17.99'
17.99'
17.99'
17.99'
18.00'
18.00'
SLOPE
19.35%
19.93%
20.07%
20.84%
20.98%
21.75%
21.89%
9.49%
9.31%
9.24%
6.11%
6.05%
5.70%
5.64%
IE AT MAIN
307.10
306.42
306.25
305.35
305.18
304.27
304.11
303.85
304.70
304.87
305.78
305.94
306.85
307.02
IE AT END
308.65
308.02
307.86
307.02
306.86
306.02
305.86
305.59
306.38
306.53
306.88
307.03
307.88
308.03
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SSLN- PLAN
SCALE: 1" = 40'
SSLN- PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
1
2
)
S
S
L
N
-
J
P
&
P
.
d
w
g
-
S
H
E
E
T
:
41
2
Ma
r
.
1
9
,
2
4
-
9:
0
9
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
SANITARY NOTES:
1
2
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWER
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.02. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SSLN-J PLAN &
PROFILE
412
SSLN-F
SEE SHEET 408
SSLN-F
SEE SHEET 408
SCALE
1 INCH = 40 FEET
40 20 4000
10.7 11.9%308.37
11.18 17.3%308.36
10.75 10.1%307.34
10.6 8.5%306.25
11.2 13.3%306.68
10.5 9.7%305.33
10.5 12.7%305.48
20.9 4.9%304.94
20.8 5.6%305.87
20.1 5.8%306.04
20.9 5.0%306.82
20.4 2.6%306.49
20.5 7.5%308.36
20.3 6.3%308.26
230
240
250
260
270
280
290
300
310
230
240
250
260
270
280
290
300
310
6+507+008+009+0010+0011+0012+0012+25
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY
LATERAL, TYP
SS
M
H
A
8
ST
A
=
1
6
+
7
7
.
9
3
,
1
1
.
5
8
'
R
(1
6
5
T
H
)
10
"
I
E
I
N
=
2
5
6
.
3
2
(
N
E
)
8"
I
E
I
N
=
2
6
4
.
0
3
(
S
)
10
"
I
E
O
U
T
=
2
5
6
.
2
1
(
W
)
ST
A
=
1
1
+
8
2
.
3
3
(
S
S
L
N
-
K
)
RI
M
=
2
7
4
.
8
7
SS
M
H
K
3
ST
A
=
1
3
+
9
9
.
1
6
,
7
.
0
0
'
L
(1
6
5
T
H
)
8"
I
E
I
N
=
2
7
8
.
3
7
(
S
)
8"
I
E
O
U
T
=
2
7
8
.
1
7
(
N
)
ST
A
=
8
+
9
9
.
0
2
(
S
S
L
N
-
K
)
RI
M
=
2
8
7
.
0
3
283.31 LF
8
"
(
P
V
C
)
@ S=0.0499
397.91 L
F
8
"
(
P
V
C
)
@ S=0.06
7
6
IN
S
I
D
E
D
R
O
P
PG
E
64
4
PGE
644
P
G
E
6
4
4
TRACT J
6567
69
77 83768275817480737978
68
2
+
7
3
1
7
+
0
0
1
8
+
0
0
19
+
0
0
7+008+009+0010+0011+00
SD SD SD SDSDSDSD
SD
SD
SD
S
S
S
S
SS
SS
SS SS SS SS SSSSSSSSSSSSSS
SS
SS
SS
SSLN-K
SSLN-K
SS
L
N
-
B
SW
T
U
S
C
A
N
Y
S
T
R
E
E
T
AL
L
E
Y
7
SW
S
T
R
E
A
M
W
O
O
D
L
N
SW 165TH AVE
15.00' SSE
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.8.00'
PUE, TYP.
8.00'
PUE, TYP.
W
W
W W W W W WWWWWWW
W
W
1B
SSMH
A8
SSMH
K3
1
12+0013+0014+0015+0016+00
17
+
0
0
2
TYP.
1
+
0
0
SANITARY LATERAL TABLE
LOT #
LOT - (60)
LOT - (61)
LOT - (62)
LOT - (63)
LOT - (64)
LOT - (65)
LOT - (66)
LOT - (67)
STATION
6+62.32 (SSLN-K)
7+24.16 (SSLN-K)
7+96.22 (SSLN-K)
8+47.16 (SSLN-K)
9+82.67 (SSLN-K)
10+33.63 (SSLN-K)
10+93.81 (SSLN-K)
11+68.80 (SSLN-K)
LENGTH
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
61.72'
SLOPE
16.50%
9.54%
5.51%
5.09%
9.86%
6.43%
5.28%
8.12%
IE AT MAIN
294.53
290.35
285.48
282.04
274.16
271.62
268.61
264.87
IE AT END
301.46
294.36
287.80
284.17
278.30
274.32
270.83
269.88
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SSLNK PLAN
SCALE: 1" = 40'
SSLNK PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
4
1
3
-
4
1
4
)
S
S
L
N
-
K
P
&
P
.
d
w
g
-
S
H
E
E
T
:
41
3
Ma
r
.
1
9
,
2
4
-
9:
1
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
4
1
4
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
SANITARY NOTES:
1
1B
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL SANITARY MANHOLE PER CWS DWG
NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE
DROP PER CWS DWG NO. 090, SEE SHEET
D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.02. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SSLN-K PLAN &
PROFILE
413
SCALE
1 INCH = 40 FEET
40 20 4000
SSLN-B
SEE SHEET 404
SSLN-A
SEE SHEET 402
SS
L
N
-
A
SE
E
S
H
E
E
T
4
0
3
2
25
6
.
0
0
27
7
.
4
8
27
7
.
3
2
43.43 17.13%294.12 301.56
26
2
.
9
9
25
5
.
9
0
0.0689
44.03 9.45%289.85 294.01
45.19 6.06%284.76 287.50
44.70 6.20%218.27 284.04
43.90 11.58%273.12 278.20
43.82 8.45%270.57 274.27
43.83 8.01%267.59 271.10
63.57 9.36%263.80 269.75
275
280
290
300
310
320
330
275
280
290
300
310
320
330
0+751+002+003+004+005+006+006+50
401.11 LF 8" (PVC
)
@ S=0.0262
CLASS 'B' GRANULAR BACKFILL
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
SANITARY
LATERAL, TYP
SS
M
H
K
2
ST
A
=
1
0
+
0
1
.
2
5
,
7
.
0
0
'
L
(1
6
5
T
H
)
8"
I
E
I
N
=
3
0
5
.
4
7
(
S
)
8"
I
E
O
U
T
=
3
0
5
.
2
7
(
N
)
ST
A
=
5
+
0
1
.
1
1
(
S
S
L
N
-
K
)
RI
M
=
3
1
5
.
5
3
SS
M
H
K
1
ST
A
=
5
+
9
8
.
3
3
,
5
.
3
3
'
L
(1
6
5
T
H
)
8"
I
E
O
U
T
=
3
1
5
.
9
7
(
N
)
ST
A
=
1
+
0
0
.
0
0
(
S
S
L
N
-
K
)
RI
M
=
3
2
3
.
6
7
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
84
85
TRACT G
46
54 5253565557
474544 504948
41
43
42
51
86
1
7
+
6
2
1+00
2+003+004+005+006+00
SD SD SDSDSDSDSD
SD
SD
SD
SD SD
SD SD SD SD SD
SS SS SS SS SS
SS SS SS SS SS SS SS SSSSSSSS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SSLN-K
SW
B
E
A
C
O
N
L
N
AL
L
E
Y
8
AL
L
E
Y
9
SW
J
E
A
N
L
O
U
I
S
E
R
D
SW 165TH AVE
8.00'
PUE, TYP.
8.00'
PUE, TYP.
8.00'
PUE, TYP.
PU
E
,
T
Y
P
.
8.00'
PUE, TYP.8.00'
PUE, TYP.
W W W W W W W W W W W W
W
W
W
W
W
W
SSMH
K2
1
2
1
6+007+008+009+0010+0011+00
TYP.
2
TYP.
SSMH
K1
SANITARY LATERAL TABLE
LOT #
LOT - (51)
LOT - (52)
LOT - (53)
LOT - (54)
LOT - (55)
LOT - (56)
LOT - (57)
LOT - (58)
LOT - (59)
STATION
1+05.40 (SSLN-K)
1+23.00 (SSLN-K)
1+91.79 (SSLN-K)
2+45.79 (SSLN-K)
3+22.27 (SSLN-K)
3+95.04 (SSLN-K)
4+46.24 (SSLN-K)
5+71.43 (SSLN-K)
6+16.16 (SSLN-K)
LENGTH
60.55'
51.20'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
SLOPE
6.24%
9.29%
13.15%
13.43%
9.79%
7.81%
9.93%
23.27%
21.54%
IE AT MAIN
316.00
315.54
313.74
312.32
310.32
308.41
307.07
300.68
297.65
IE AT END
319.78
320.30
319.26
317.96
314.43
311.69
311.24
310.45
306.70
MATERIAL
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
PVC ASTM D304
SSLNK PROFILE
HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'
n:
\
p
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j
\
1
4
8
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0
0
5
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0
9
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a
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s
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5
a
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5
.
(
4
1
3
-
4
1
4
)
S
S
L
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-
K
P
&
P
.
d
w
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-
S
H
E
E
T
:
41
4
Ma
r
.
1
9
,
2
4
-
9:
1
0
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
EASEMENT LEGEND
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT
SDE STORM DRAINAGE EASEMENT
WQFE WATER QUALITY FACILITY EASEMENT
SIGHTDE SIGHT DISTANCE EASEMENT
SANITARY NOTES:
1
2
SSLNK PLAN
SCALE: 1" = 40'
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
4
1
3
GENERAL NOTES:
1.ITALIC STATION LABELS INDICATE PIPE STATIONING.
2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
EX THRUST BLOCK
PROPOSED THRUST BLOCK
EX WATER VALVE
PROPOSED WATER VALVE
EX WATER METER
PROPOSED WATER METER
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
H Y D
DYH
EX SANITARY CLEANOUT
PROPOSED SANITARY CLEANOUT
S C
PROPOSED SANITARY MANHOLE
EX SANITARY MANHOLES
EX WATER LINE
PROPOSED WATER LINE
XW
W
PROPOSED SANITARY SEWER
EX SANITARY SEWERXSS
SS
LEGEND
SD
XSD
PROPOSED STORM LINE
EX STORM LINE
PROPOSED STORM MANHOLE
EX STORM MANHOLED
EX CATCH BASIN
PROPOSED CATCH BASIN
INSTALL SANITARY MANHOLE PER CWS DWG NO
010, SHEET D4.01.
INSTALL 4" PVC SANITARY SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520, SHEET
D4.02. SEE TABLE THIS SHEET FOR LATERAL
INFORMATION.
SSLN-K PLAN &
PROFILE
414
SCALE
1 INCH = 40 FEET
40 20 4000
0.0285
31
6
.
5
6
1+02.46 62.26 4.45%316.66 319.43
30
4
.
9
0
30
5
.
1
3
53.4 7.44%316.09 320.06
43.7 12.5%314.11 319.57
44.11 11.81%312.6 317.81
44.43 8.7%310.41 314.28
43.95 6.78%308.36 311.34
44.01 9.14%306.9 310.92
44.07 22.71%300.4 310.41
42.96 21.85%297.35 306.74
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
0
9
d
r
a
w
i
n
g
s
\
0
5
a
s
b
u
i
l
t
s
\
s
h
e
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-
c
d
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i
t
t
a
l
\
1
4
8
0
0
5
.
(
D
4
.
0
1
)
S
S
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D4
.
0
1
Ma
r
.
1
9
,
2
4
-
9:
1
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
SANITARY SEWER
DETAILS
D4.01
n:
\
p
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o
j
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1
4
8
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0
0
5
\
0
9
d
r
a
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i
n
g
s
\
0
5
a
s
b
u
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l
t
s
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1
4
8
0
0
5
.
(
D
4
.
0
1
)
S
S
D
E
T
A
I
L
S
.
d
w
g
-
S
H
E
E
T
:
D4
.
0
2
Ma
r
.
1
9
,
2
4
-
9:
1
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
SANITARY SEWER
DETAILS
D4.02
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD SD SD SDSDSDSDSD
S
D
S
D
SD SD
S
D
SD SD SD SD SD SD SD SDSDSDSDSDSDSD
S
D
SD
SD SD SD SD SDSDSDSD
SD
SD
SD
SD SD SD SD SD SDSDSDSD
SD
S
D
SD SD
SD
SD
SD
SD
SD
SD
SD SDSDSDSDSDSDSDSD
SD
SD
SD
SD
S
D
SD SD SD SDSDSDSDSDSD
SD SD SDSDSDSD
SD
SD
SD
SD SD SD SDSDSDSDSDSD
SD
PGE
644
P
G
E
6
4
4
P
G
E
6
4
4
PGE
644
PG
E
64
4
PG
E
64
4
P
G
E
6
4
4
PG
E
64
4
PGE
644
PGE
644
P
G
E
6
4
4
PGE
577
PGE
577
PGE
577
P
G
E
233
P
G
E
233
P
G
E
6
4
4
P
G
E
6
4
4
104
103
102
101
100
105
TRACT O
106 110 111108109 121113112107114116TRACT N 117 118 119 120 124122123 125
TRACT M
129
133
132
131
130
126
128
127
TRACT L
144
143
142 141 140 136139138137
134
135
TRACT J
115
6567
89
TRACT I
88
87
84
85
97 90
69
96
77
70
95
83
76
71
94
82
75
TRACT K
8174
72
93
86
8073
99 92
79
98 91
78
68
11+0012+0013+0014+0015+0016+00
17
+
0
0
12+16 6+007+008+009+0010+0011+00
12+00
21
+
5
7
17
+
0
0
18
+
0
0
19+00
20
+
0
0
21
+
0
0
1+
0
0
2+
0
0
109+00110+00111+00112+00113+00114+00115+00116+00
TRACT C
TRACT H
WATER QUALITY
FACILITY EASEMENT
SIGHT DISTANCE
EASEMENT
WATER QUALITY
FACILITY EASEMENT
SURFACE DRAINAGE
EASEMENT
SURFACE DRAINAGE
EASEMENT
15.00' SANITARY SEWER EASEMENT
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
SW 166TH AVE
SW 165TH AVE
SW
T
U
S
C
A
N
Y
S
T
SW
S
T
R
E
A
M
W
O
O
D
L
N
SW RIVER TERRACE BLVD
SURFACE DRAINAGE
EASEMENT
TYP.
TYP.
13A
9B
2
3
11
9A
10
11
1
1
1
1
1
1
2 2
22
3
113
3
4
2
1
10A
11A
9C
9C
2
22
5B
11
S
D
55016"55016"
41012"
55
0
8"
55
0
16
"
55016"
5508"
7
7+008+009+0010+0011+0012+0013+0014+00
14+64
14+09
6+007+008+009+0010+0011+0012+0013+00
14+00
3
41012"
11
13B 17
SD SD SD SD SD SD SD SD SD
SD
7
1A
1B
1C
13
2
20
5508"
21
W
W
W
W
W
W
W
W
STA: 116+78.79, 4.00'R RIVER TERRACE
STA: 116+58.31, 9.00'R RIVER TERRACE
STA: 116+16.09, 9.36'R RIVER TERRACE
STA: 115+09.49, 9.41'R RIVER TERRACE
STA: 114+40.65, 12.14'R RIVER TERRACE
STA: 114+83.28, 12.01'R RIVER TERRACE
STA: 114+52.82, 43.61'R RIVER TERRACE
STA: 21+12.93, 8.40'R STREAMWOOD
STA: 112+39.58, 29.50'R RIVER TERRACE
STA: 110+15.27, 29.50'R RIVER TERRACE
STA: 9+87.12, 19.00'L 166TH
STA: 7+26.36, 19.00'L 166TH
STA: 18+48.75, 18.88'L STREAMWOOD
STA: 15+78.95, 18.70'R 165TH
STA: 13+56.83, 19.00'L 165TH
STA: 11+57.47, 19.00'R 165TH
STA: 18+87.76, 34.50'L STREAMWOOD
STA: 19+33.76, 8.69'R STREAMWOOD
STA: 18+65.76, 8.80'R STREAMWOOD
STA: 18+87.76, 8.76'R STREAMWOOD
STA: 16+78.37, 24.13'R STREAMWOOD
STA: 16+68.24, 24.65'R STREAMWOOD
STA: 2+28.42, 10.86'R TUSCANY
STA: 2+21.35, 10.00'R TUSCANY
STA: 2+23.42, 10.86'R TUSCANY
STA: 2+25.60, 10.86'R TUSCANY
STA: 14+18.59, 12.00'R 165TH
STA: 13+96.63, 12.00'R 165TH
STA: 14+60.63, 12.00'R 165TH
STA: 7+14.68, 12.00'R 166TH
STA: 110+03.12, 12.91'R RIVER TERRACE
STA: 116+44.32, 8.76'R RIVER TERRACE
STA: 116+15.96, 3.34'R RIVER TERRACE
STA: 112+86.82, 6.45'R RIVER TERRACE
STA: 20+60.92, 17.50'R STREAMWOOD
STA: 114+99.68, 29.24'L RIVER TERRACE
STA: 13+08.36, 17.50'L 165TH
STA: 111+34.90, 12.68'R RIVER TERRACE
STA: 111+34.89, 9.68'R RIVER TERRACE
STA: 111+34.76, 69.50'L RIVER TERRACE
STA: 111+34.83, 29.52'L RIVER TERRACE
n:
\
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8
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0
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5
\
0
9
d
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a
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s
\
0
5
a
s
b
u
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t
s
\
s
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5
.
(
5
0
1
)
W
T
L
N
P
&
P
.
d
w
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-
S
H
E
E
T
:
50
1
Ma
r
.
1
9
,
2
4
-
9:
1
1
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
1 INCH 40 FEET
40 20 40
SCALE
0
WATER NOTES:
INSTALL 1" WATER SERVICE PER DETAIL 520, SHEET D5.01.
INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE
TRACT C (FUTURE PUBLIC PARK) IRRIGATION PER DETAIL 520 &
530, SHEET D5.01.
INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE
TRACT H (FUTURE PUBLIC PARK) IRRIGATION PER DETAIL 520 &
530, SHEET D5.01.
INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE
PRIVATE STREET TREE IRRIGATION EAST OF RIVER TERRACE BLVD,
NORTH OF JEAN LOUISE PER DETAIL 520 & 530, SHEET D5.01.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01.
INSTALL 8" MJ GATE VALVE
INSTALL 8"X 8" MJ TEE
INSTALL 8" 45° MJ BEND
INSTALL 12" MJ GATE VALVE
INSTALL 12" 11.25° MJ BEND
INSTALL 16" 11.25° MJ BEND
INSTALL 16" 22.5° MJ BEND
INSTALL 16"X 16"X 8" MJ TEE
INSTALL 16"X 16"X 16" MJ TEE W/ (1) 16" X 8" REDUCER
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" BUTTERFLY VALVE W/ 16" X 8" REDUCER
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 BLOWOFF AND CONNECT TO EXISTING 12"
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 BLOWOFF 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. CONTRACTOR TO VERIFY. USE REDUCERS IF
NECESSARY.
INSTALL 16" X 16" TEE WITH TEMPORARY BLOW-OFF PER DETAIL
570, SHEET D5.01.
FUTURE FIRE HYDRANT LEAD SERVES PRIVATE DEVELOPMENT
UNDER SEPARATE PERMIT. INSTALL TEMPORARY 6" MJ PLUG W/ 2"
BLOW OFF PER DETAIL 570, SHEET 5.01.
INSTALL 16"X6" MJ TEE
INSTALL 6" MJ GATE VALVE
1
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.
2.MIN. HYDRANT FLOW RATE = 1,000 GPM @ 20 PSI.
3.HYDRANT FLOW TEST HAS BEEN DEFERRED.
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
M
A
T
C
H
S
H
E
E
T
5
0
2
2
3
4
5B
13
13A
WATER PLAN
501
11
9A
10A
13B
9B
17
7
1A
1B
1C
9C
11A
18
20
21
10
SD SD SD SD SD
S
D
S
D
SD SD SD SD
S
D
SD SD SD SD SD
SD
SD
SD SD SD SD SD SD SD SDSD
SD
SD
SD
SD SD SD SD SDSDSDSD
SD SD SDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD SD SD SD SD SD
SD
SD SD SD SD SD
S
D
S
D
S
D
S
D
SD
P
G
E
6
4
4
PG
E
64
4
PGE
644
P
G
E
6
4
4
P
G
E
6
4
4
P
G
E
6
4
4
PGE
577
P
G
E
6
4
4
W
1+
0
2
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+00
10
TRACT E 14
30
911 4512 3
25 29242827 3126
54 5253565557
474544 504948
35363738 33
41
34 32
43
42
39
40
TRACT G
19
20
21
22
16
TRACT F
17
18
TRACT D
46
23
67
13
8
15
51
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
6+007+008+009+0010+00
1+002+003+004+005+00
103+00
104+00105+00106+00107+00108+00
SW 166TH AVE
SW RIVER TERRACE BLVD
SW 165TH AVE
SW
J
E
A
N
L
O
U
I
S
E
R
D
SW
L
O
R
E
N
Z
O
L
N
SW
B
E
A
C
O
N
L
N
TYP.
TYP.
TYP.TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
11
8 7
10A
2 1
22
5B
3
11
6A
13
1
11
1
11
1
1
1
1
2
2
1
2
3
11
6A
2
3
4
3
2
7
10
3
11
13A
55016"
41012"
55
0
8"
55
0
16
"
5508"
5508"
7 16
7
1+002+003+004+005+006+00
1+33
1+001+00
2+003+004+005+00
3
13B
11
11
S
D
W
1E
1D
11
11
2
20
55
0
16
"
21
STA: 7+03.88, 7.00'R JEAN LOUISE
STA: 107+43.06, 7.29'R RIVER TERRACE
STA: 107+43.06, 13.29'R RIVER TERRACE
STA: 107+75.41, 7.31'R RIVER TERRACE
STA: 108+32.52, 7.29'R RIVER TERRACE
STA: 108+32.53, 13.30'R RIVER TERRACE
STA: 107+75.51, 13.31'R RIVER TERRACE
STA: 7+91.20, 11.99'R JEAN LOUISE
STA: 9+31.38, 19.00'R 165TH
STA: 6+72.14, 19.00'R 165TH
STA: 5+86.52, 23.02'R 165TH
STA: 5+71.52, 23.12'R 165TH
STA: 10+55.47, 28.00'R JEAN LOUISE
STA: 2+95.35, 19.00'R 166TH
STA: 4+70.84, 19.00'R BEACON
STA: 2+42.24, 19.00'R BEACON
STA: 105+91.64, 29.50'R RIVER TERRACE
STA: 8+27.83, 28.12'R JEAN LOUISE
STA: 10+45.30, 11.99'R 165TH
STA: 9+58.35, 12.00'R 165TH
STA: 12+04.59, 11.98'R JEAN LOUISE
STA: 12+70.67, 11.98'R JEAN LOUISE
STA: 3+19.99, 12.00'R BEACON
STA: 1+34.05, 11.99'R 166TH
STA: 4+87.95, 12.00'R 166TH
STA: 5+74.91, 12.00'R 166TH
STA: 10+38.19, 11.99'R JEAN LOUISE
STA: 9+70.24, 11.97'R JEAN LOUISE
STA: 1+39.08, 12.00'R BEACON
STA: 3+87.99, 12.00'R BEACON
STA: 3+65.38, 12.00'R BEACON
STA: 9+89.99, 12.00'R 165TH
STA: 5+19.59, 12.00'R 166TH
STA: 103+86.72, 7.02'R RIVER TERRACE
STA: 103+37.95, 4.76'R RIVER TERRACE
STA: 103+18.72, 1.41'L RIVER TERRACE
STA: 103+17.42, 4.46'R RIVER TERRACE
STA: 103+42.82, 5.22'R RIVER TERRACE
STA: 13+73.72, 11.98'R JEAN LOUISE
STA: 107+55.34, 30.82'L RIVER TERRACE
STA: 6+44.71, 12.00'R 165TH
STA: 103+61.95, 8.18'R RIVER TERRACE
STA: 107+09.07, 27.50'R RIVER TERRACE
STA: 7+03.93, 17.50'L 165TH
STA: 104+32.72, 69.50'L RIVER TERRACE
STA: 104+32.87, 14.51'R RIVER TERRACE
STA: 104+32.86, 11.51'R RIVER TERRACE
STA: 104+32.79, 29.50'L RIVER TERRACE
n:
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9:
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
1 INCH 40 FEET
40 20 40
SCALE
0
JEAN LOUISE ROAD MATCH SHEET 503
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
M
A
T
C
H
S
H
E
E
T
5
0
1
WATER NOTES:
INSTALL 1" WATER SERVICE PER DETAIL 520, SHEET D5.01.
INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE
PRIVATE STREET TREE IRRIGATION ON RIVER TERRACE BLVD PER
DETAIL 520 & 530, SHEET D5.01.
INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE
PRIVATE STREET TREE IRRIGATION EAST OF RIVER TERRACE BLVD,
SOUTH OF JEAN LOUISE PER DETAIL 520 & 530, SHEET D5.01.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01.
INSTALL 8" MJ GATE VALVE
INSTALL 8"X 8" MJ TEE
INSTALL 8" 45° MJ BEND
INSTALL 16" MJ CROSS W/ (2) 16" X 8" REDUCERS
INSTALL 12" MJ GATE VALVE
INSTALL 12"X 12" MJ TEE
INSTALL 16"X 16"X 8" MJ TEE
INSTALL 16"X 16"X 8" MJ TEE
INSTALL 16" BUTTERFLY VALVE
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 BLOWOFF AND CONNECT TO EXISTING 12"
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 BLOWOFF 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 COMBINATION AIR & VACUUM VALVE PER DETAIL 590,
SHEET D5.02.
FUTURE FIRE HYDRANT LEAD SERVES PRIVATE DEVELOPMENT
UNDER SEPARATE PERMIT. INSTALL TEMPORARY 6" MJ PLUG W/ 2"
BLOW OFF PER DETAIL 570, SHEET 5.01.
INSTALL 16"X6" MJ TEE
INSTALL 6" MJ GATE VALVE
1
2
3
4
5B
6A
7
13
13A
8
10
11
WATER PLAN
502
16
13B
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.
2.MIN. HYDRANT FLOW RATE = 1,000 GPM @ 20 PSI.
3.HYDRANT FLOW TEST HAS BEEN DEFERRED.
1D
1E
10A
18
20
21
S
D
S
D
S
D
SD
SD
SD
SD
M
M W
SS SS SS
W
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
12
15
.
0
0
'
S
A
N
I
T
A
R
Y
SE
W
E
R
&
S
T
O
R
M
D
R
A
I
N
EA
S
E
M
E
N
T
7 9A
14
19
6A
7
13B
SW
J
E
A
N
L
O
U
I
S
E
R
D
15
15
41
0
12
"
7A
15
.
0
0
'
S
A
N
I
T
A
R
Y
SE
W
E
R
&
S
T
O
R
M
D
R
A
I
N
EA
S
E
M
E
N
T
SD SDSD
SD SD
3
3
18
18
W
S C
S
D
1F
7A
STA: 4+03.00, 12.00'R JEAN LOUISE
STA: 4+05.00, 12.00'R JEAN LOUISE
STA: 1+40.38, 1.90'R JEAN LOUISE
STA: 2+13.15, 12.00'R JEAN LOUISE
STA: 1+56.65, 0.98'R JEAN LOUISE
STA: 1+35.05, 2.20'R JEAN LOUISE
STA: 1+33.47, 2.29'R JEAN LOUISE
STA: 4+03.00, 37.45'R JEAN LOUISE
STA: 4+03.00, 37.45'L JEAN LOUISE
STA: 3+60.85, 9.88'L JEAN LOUISE
STA: 3+60.85, 17.19'R JEAN LOUISE
STA: 4+03.00, 14.00'R JEAN LOUISE
STA: 4+03.00, 10.00'R JEAN LOUISE
STA: 3+66.89, 39.00'R JEAN LOUISE
STA: 3+66.89, 39.00'L JEAN LOUISE
STA: 3+66.89, 12.07'R JEAN LOUISE
STA: 1+08.93, 45.09'L JEAN LOUISE
n:
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2
4
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9:
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1
P
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
1 INCH 40 FEET
40 20 40
SCALE
0
JEAN LOUISE ROAD MATCH SHEET 502
WATER NOTES:
INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE ROY
ROGERS FRONTAGE IRRIGATION PER DETAIL 520 & 530, SHEET
D5.01.
INSTALL 8" GATE VALVE
INSTALL 12"X 8" MJ CROSS
INSTALL 12" MJ GATE VALVE
INSTALL 6" MJ GATE VALVE
INSTALL 12" 11.25° MJ BEND
REMOVE EXISTING BLOWOFF & 8" WATER LINE TO EXISTING 18" X
18" TEE IN ROY ROGERS. CONNECT TO EXISTING 18 X 18" TEE,
INSTALL 18" X 12" REDUCER. 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 18"X 12" REDUCER & 18" BUTTERFLY VALVE
FUTURE WATER METER SERVES PRIVATE DEVELOPMENT UNDER
SEPERATE PERMIT. INSTALL TEMPORARY 2" BLOWOFF ON 8" LINE
PRIOR TO METER PLACEMENT.
FUTURE FIRE HYDRANT LEAD SERVES PRIVATE DEVELOPMENT
UNDER SEPERATE PERMIT. INSTALL TEMPORARY 6" MJ PLUG W/ 2"
BLOW OFF PER DETAIL 570, SHEET 5.01.
INSTALL 12"X6" MJ CROSS
7
9A
13C
14
6A
15
WATER PLAN
503
7A
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.
3
18
19
1F
255
260
270
280
290
300
9+0010+0011+0012+0013+0014+0015+0015+25
36" MIN. 550
WATER LINE
54" TYP. 410
WATER LINE
EXISTING GROUND @
410 PIPE CENTERLINE
FINISH GRADE @
410 PIPE CENTERLINE
PROPOSED 410
12" PRESSURE PIPE
PROPOSED 550
12" PRESSURE PIPE
255
260
270
280
290
300
0+751+002+003+004+005+006+007+008+009+00
36" MIN. 550
WATER LINE
54" TYP. 410
WATER LINE
FINISH GRADE @
410 PIPE CENTERLINE
EXISTING GROUND @
410 PIPE CENTERLINE
PROPOSED 410
12" PRESSURE PIPE
PROPOSED 550
12" PRESSURE PIPE
260
270
280
290
300
310
260
270
280
290
300
310
1+002+003+004+005+006+007+008+00
36" MIN. 410
WATER LINE
(JEAN LOUISE)
PROPOSED 410
12" PRESSURE PIPE
EXISTING GROUND @
410 PIPE CENTERLINE
FINISH GRADE @
410 PIPE CENTERLINE
EXIST. 18" WL
n:
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4
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9:
1
1
P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
1 INCH 40 FEET
40 20 40
SCALE
0
NORTH RIVER TERRACE BLVD PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
WATER PROFILE
504
M
A
T
C
H
L
I
N
E
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
T
H
I
S
S
H
E
E
T
SOUTH RIVER TERRACE BLVD PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
WEST JEAN LOUISE ROAD PROFILE
HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10'
12"
24"
n:
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2
4
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9:
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2
P
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mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
WATER DETAILS
D5.01
n:
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P
M
mh
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REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
RENEWS: JUNE 30, 2024
WATER DETAILS
D5.02
SW TUSCANY ST
SW STREAMWOOD LN
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
L
V
D
SW
1
6
6
T
H
A
V
E
SW
1
6
5
T
H
A
V
E
SW JEAN LOUISE RD
SW BEACON LN
SW
R
O
Y
R
O
G
E
R
S
R
D
SEE SS2-SS5 SHEETS FOR
SIGNAGE & STRIPING DETAILS
FOR SW JEAN LOUISE ROAD
SEE SS3-SS5 SHEETS FOR
SIGNAGE & STRIPING DETAILS
FOR SW RIVER TERRACE BLVD
11
S
12
S
E E
E
E
E
1
A
1
A
3
A
51
1
2
97
90
69
96
77
70
95
83
76
71
94
82
75
TRACT K
81
74
72
93
86
80
7399
92
79
98
91
78
68
TR
A
C
T
B
TRACT C
46
23
6
7
13
8
15
9
11
4
5
12
3
25
29
24
28
27
31
26
54
52
53
56
55
57
TRACT H
47
45
44
50
49
48
35
36
37
38
33
41
34
32
115
65
67
43423940
89
TR
A
C
T
I
88 87 8485
TR
A
C
T
G
19 20 21 2216
TR
A
C
T
F
17 18
TR
A
C
T
D
10
TRACT E
14
30
TRACT J
110
111
108
109
121
113
112
107
114
116
TRACT N
117
118
119
120
124
122
123
125
TR
A
C
T
M
129 13313
2
13
1130126
12
8
12
7
TR
A
C
T
L
144
143
142
141
140
136
139
138
137
134
135
104 103 102 101 100
105
TRACT O
106
3
A
1
A
1
A
1
A
14
S
14
S
V
TR
A
C
T
A
5
2
4
2
2
8
9
7
8
8
5
4
15
15
n:
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o
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4
8
-
0
0
5
\
0
9
d
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a
w
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g
s
\
0
5
a
s
b
u
i
l
t
s
\
s
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c
d
s
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a
l
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1
4
8
0
0
5
.
(
S
S
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
.
d
w
g
-
S
H
E
E
T
:
SS
1
Ma
r
.
1
9
,
2
4
-
9:
1
2
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
1 INCH 80 FEET
80 40 80
SCALE
0
SEE SHEET SS4 FOR STREET SIGNING DETAILS
AND NOTES.
STREET SIGN NOTES:
1-14
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:
S = STEEL "TELESPAR"
A = DECORATIVE ALUMINUM POLE
PER DETAIL 1 SHEET SS4
INSTALL NEW SIGN
INSTALL NEW SIGN (N) ON NEW (M) SUPPORT
PERMANENT SIGNING LEGEND
STOP
HI INTENSITY SIGN
30" X 30"
TYPE R1-1
1 SIGN
PUBLIC
2 SIDED 2
SW Streamwood Ln
SIGN
PUBLIC
2 SIDED 3
SW 165th Ave
SW 165th Ave
River Terrace
SIGN
PUBLIC
2 SIDED 9 12" X 18"
SIGN
11
SIGN
1024" X 30"
TYPE R2-1
24" X 12"
TYPE W16-7 "Y1"
SIGN
15
30" X 30"
TYPE W11-2 "Y1"
SIGN
14
SIGN
PUBLIC
2 SIDED 5
SW River Terrace Blvd
STRIPING NOTES:
SEE SHEET SS5 FOR DETAILS
NO
PARKING
ANY
TIME
A-X
SIGN
PUBLIC
2 SIDED 4
SW 166th Ave
SIGN
PUBLIC
2 SIDED 8
SW Beacon Ln
TYPE R7-1
LEFT
VARIANT
12" X 18"
SIGN
12
NO
PARKING
ANY
TIME
TYPE R7-1
RIGHT
VARIANT
12" X 18"
SIGN
13
NO
PARKING
ANY
TIME
TYPE R7-1
BOTH
DIRECTIONS
VARIANT
SIGN
PUBLIC
2 SIDED 7
SW Tuscany St
SIGN
PUBLIC
2 SIDED 6
SW Jean Louise Rd
SIGNAGE & STRIPING
PLAN
SS1
13
S
13
S
1+00 2+00 3+00
ST:1+18
OFF:6.50'R
ST:2+17
OFF:6.50'R
ST:1+17
OFF:7.00'L
ST:2+42
OFF:6.50'L
ST:1+17
OFF:19.00'L
ST:3+44
OFF:19.00'L
ST:1+18
OFF:19.00'R ST:3+44
OFF:19.00'R
F
B
U
U
F
B
R
R
I
P
P
10SW
R
O
Y
R
O
G
E
R
S
R
D
ST:1+92
OFF:7.00'L
E
U
E
5
11
S
12
S
6
1
A
5
61
A
5
6
1
A
5 1
A
E
E
E
4+00 5+00 6+00 7+00 8+00
10
7
+
0
0
10
8
+
0
0
ST:3+86
OFF:19.00'L
ST:4+33
OFF:19.00'R
ST:4+33
OFF:25.00'R
ST:4+45
OFF:6.50'R
ST:4+45
OFF:6.50'L
ST:4+35
OFF:19.00'L
ST:4+35
OFF:25.00'L
ST:5+21
OFF:25.00'L
ST:5+21
OFF:17.00'L
ST:5+21
OFF:11.00'LST:5+20
OFF:0.50'R
ST:5+33
OFF:11.00'R
ST:5+33
OFF:17.00'R
ST:5+33
OFF:25.00'R
ST:6+75
OFF:17.00'L
ST:6+75
OFF:11.00'L
ST:6+87
OFF:0.50'R
ST:6+75
OFF:11.00'R
ST:6+75
OFF:17.00'R
ST:8+14
OFF:17.00'L
ST:8+14
OFF:11.00'L
ST:8+13
OFF:17.00'R
ST:8+13
OFF:11.00'R
6
U
U
L
G
G
R
R
U
U
V
V
V
V
R
R M
P
P
U
SW JEAN LOUISE RD
19161718
129126
12
8
12
7
V
E
REFER TO RRFB PLAN T-1 FOR
CROSSWALK INFORMATION
n:
\
p
r
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\
1
4
8
-
0
0
5
\
0
9
d
r
a
w
i
n
g
s
\
0
5
a
s
b
u
i
l
t
s
\
s
h
e
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s
-
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s
u
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t
t
a
l
\
1
4
8
0
0
5
.
(
S
S
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
.
d
w
g
-
S
H
E
E
T
:
SS
2
Ma
r
.
1
9
,
2
4
-
9:
1
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
1 INCH 20 FEET
20 10 20
SCALE
0
SW -EAN LOUISE ROAD PLAN
SCALE: 1" = 20'
NW
J
E
A
N
L
O
U
I
S
E
R
D
SE
E
S
H
E
E
T
S
S
3
NW
J
E
A
N
L
O
U
I
S
E
R
D
SE
E
T
H
I
S
S
H
E
E
T
NW
J
E
A
N
L
O
U
I
S
E
R
D
SE
E
T
H
I
S
S
H
E
E
T
SW -EAN LOUISE ROAD PLAN
SCALE: 1" = 20'
SEE SHEET SS4 FOR STREET SIGNING DETAILS
AND NOTES.
STREET SIGN NOTES:
1-14
STREET SIGN LETTERING
NAME LETTERING: 4" UPPERCASE
PREFIXES: 3" UPPERCASE
SUFFIXES: 3" UPPERCASE
NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN.
STRIPING NOTES:
SEE SHEET SS5 FOR DETAILSA-X
N
N
M
N = SIGN NUMBER
M = MATERIALS, OPTIONS ARE:
S = STEEL "TELESPAR"
A = DECORATIVE ALUMINUM POLE
PER DETAIL 1 SHEET SS4
INSTALL NEW SIGN
INSTALL NEW SIGN (N) ON NEW (M) SUPPORT
PERMANENT SIGNING LEGEND
SIGNAGE & STRIPING
PLAN
SS2
4
6
1
A 9
6
1
A
4
6
1
A
3
6
1
A
E
EE
E
9+00 10+00 11+00 12+00 13+00
ST:9+51
OFF:17.00'L
ST:9+51
OFF:11.00'L
ST:9+51
OFF:11.00'R
ST:9+50
OFF:17.00'R
ST:10+57
OFF:17.00'L
ST:10+57
OFF:11.00'L
ST:10+57
OFF:11.00'R
ST:10+56
OFF:17.00'R
ST:11+85
OFF:17.00'L
ST:11+85
OFF:11.00'L
ST:11+85
OFF:11.00'R
ST:11+84
OFF:17.00'R
ST:12+91
OFF:17.00'L
ST:12+91
OFF:11.00'L
ST:12+91
OFF:11.00'R
ST:12+90
OFF:17.00'R
ST:13+51
OFF:17.00'L
ST:13+65
OFF:11.00'L
ST:13+65
OFF:11.00'R
ST:13+56
OFF:17.00'R
R
R M
U
U
U
U
U
U
R
R M
R
R M
SW LORENZO LN
86
23
57
41 43423940
88 87 8485
20 21 22
133
13
2
13
1
130
110+00111+00112+00
ST:112+32
OFF:6.50'L
ST:112+32
OFF:7.00'R
ST:110+97
OFF:7.00'R
ST:110+97
OFF:6.50'L
ST:110+42
OFF:0.72'R
ST:109+99
OFF:7.32'R
ST:109+99
OFF:6.50'L
BB
I
P
P
TR
A
C
T
M
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
\
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
-
c
d
s
u
b
m
i
t
t
a
l
\
1
4
8
0
0
5
.
(
S
S
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
.
d
w
g
-
S
H
E
E
T
:
SS
3
Ma
r
.
1
9
,
2
4
-
9:
1
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
NW
J
E
A
N
L
O
U
I
S
E
R
D
SE
E
S
H
E
E
T
S
S
2
1 INCH 20 FEET
20 10 20
SCALE
0
SW -EAN LOUISE ROAD PLAN
SCALE: 1" = 20'
SEE SHEET SS4 FOR STREET SIGNING DETAILS
AND NOTES.
STREET SIGN NOTES:
1-14
N
N
M
STREET SIGN LETTERING
NAME LETTERING: 4" UPPERCASE
PREFIXES: 3" UPPERCASE
SUFFIXES: 3" UPPERCASE
NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN.
INSTALL NEW SIGN
INSTALL NEW SIGN (N) ON NEW (M) SUPPORT
PERMANENT SIGNING LEGEND
STRIPING NOTES:
SEE SHEET SS5 FOR DETAILSA-X
SW
R
I
V
E
R
TE
R
R
A
C
E
B
L
V
D
SW RIVER TERRACE BLVD PLAN
SCALE: 1" = 20'
SW
R
I
V
E
R
TE
R
R
A
C
E
B
L
V
D
N = SIGN NUMBER
M = MATERIALS, OPTIONS ARE:
S = STEEL "TELESPAR"
A = DECORATIVE ALUMINUM POLE
PER DETAIL 1 SHEET SS4
SIGNAGE & STRIPING
PLAN
SS3
n:
\
p
r
o
j
\
1
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8
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0
0
5
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0
9
d
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s
\
0
5
a
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b
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t
s
\
s
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-
c
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a
l
\
1
4
8
0
0
5
.
(
S
S
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
.
d
w
g
-
S
H
E
E
T
:
SS
4
Ma
r
.
1
9
,
2
4
-
9:
1
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
STREET SIGN DETAIL
N.T.S.1
STREET SIGNS TO BE WHITE WITH
BLACK LETTERING AS SHOWN
USE V-LOC BREAKAWAY ROUND
POST ANCHOR MODEL No. 30-VR3 AS
SPECIFIED BY POLE MANUFACTURER.
STREET SIGN DETAIL
NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY
42"
39"
13
"
6"
7"
7"
42"
* DEVELOPER TO PROVIDE THE CITY WITH A DOZEN
POLES AND BRACKETS PER STREET SIGN DETAIL,
FOR MAINTENANCE PURPOSES.
SIGNAGE & STRIPING
DETAILS
SS4
NOTE: ANCHOR SLEEVE
SHALL BE SOLID, 14GA
n:
\
p
r
o
j
\
1
4
8
-
0
0
5
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0
9
d
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a
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g
s
\
0
5
a
s
b
u
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t
s
\
s
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-
c
d
s
u
b
m
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t
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a
l
\
1
4
8
0
0
5
.
(
S
S
)
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
.
d
w
g
-
S
H
E
E
T
:
SS
5
Ma
r
.
1
9
,
2
4
-
9:
1
3
P
M
mh
k
REVIEWED BY:
PROJECT NO.:
DATE
REVISIONS
DESCRIPTION
12564 SW Main Street Tigard, OR
97223
[T] 503-941-9484
AS-BUILTS
148-005
7/5/2022DATE:
NO.
TYPE:
RIVER
TOWN CENTER
TERRACE
SW BEACON LANE
KEY MAP
SW
R
O
Y
R
O
G
E
R
S
R
D
.
(
C
.
R
.
N
O
.
3
1
5
0
)
SW
R
I
V
E
R
T
E
R
R
A
C
E
B
O
U
L
E
V
A
R
D
SW STREAMWOOD LANE
SW
LORENZO
LANE
SW JEAN LOUISE ROAD
SW TUSCANY STREET
SW
1
6
6
T
H
A
V
E
N
U
E
SW
1
6
5
T
H
A
V
E
N
U
E
RENEWS: JUNE 30, 2024
SIGNAGE & STRIPING
DETAILS
SS5